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HomeMy WebLinkAboutLUA16-000848_Large Format(1J > 0 E QJ 0:: (1J 0:: ~ w I 0) .-t N) 0) N .-t .-t c; 0:: w -Vl 1-u w -, 0 0:: 0... 0... ...... u V1 1-u w -, 0 0:: 0... _J ~ 0... <( u -0 O'.l 0... ~ w 0 _J 0 LL z ...... <( 2 0 O'.l 0... ~ > PHASE 1 W20-1 48"x48" W20-4 48"x48" W20-7 (') WCI) -w 0 l-o:: N Q <( z z >~w >< w CJ) ZS: ZS: ZS: ~ ~ ~ ~ ~ ------t,-,r-r,-,......,@ TRAIL l!:!I l!:!I -------~~~~@ TRAIL CLOSED ~ @ ~ ~ @ 10' MIN ' , .. f. ----------- TRAIL W20-7 W20-4 48"x48" W20-1 48"x48" W20-1 48"x48" W20-4 48"x48" W20-7 >--zs: ----------- TRAIL ----------- PHASE 2 10' MIN ~ ~ @ ~ ~ l<J TRAIL CLOSED @,-,-,--,-,-.,....+------- TRAIL @t:.....L...L-L-L...L.1,,-~-~..--~~~ @ @ ~ @ ~ :SZ-+--« (') fZ O ~ W20-7 0:: N Q <( z z >~w >< w CJ) W20-4 48"x48" W20-1 48"x48" TRAFFIC CONTROL AT ROADWAY AND DRIVEWAY CROSSINGS A NOTTO SCALE EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM ti King County PROJECT# 1129319 DATE REV# REVISION BY DATE ARCH. y Department of Natural Resources and Parks ISSUED STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. Parks and Recreation Division APPROVED CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. Capital Projects Section REVIEWED LAND. ARCH. N.A. 201 S. Jackson St., Suite 700, Seattle, WA 98104 DRAWN K. KITAMURA 10/2016 Christie True, Director SIGN NOTES 1. ALL SIGN FACE AND BARRICADE FACE MATERIAL SHALL CONSIST OF HIGH INTENSITY REFLECTIVE SHEETING. 2. THE SPECIAL SIGNS SHOWN ON THIS PLAN SHALL BE BLACK ON WHITE, EXCEPT THE WORD "CLOSED" SHALL BE IN RED LETTERS. 3. NO ROAD CLOSURE WILL BE ALLOWED UNTIL THE SIGNING PLACEMENT AND INSTALLATION HAS BEEN INSPECTED AND REVIEWED BY THE ENGINEER. 4. SIGNS IN RURAL AREAS SHALL BE MOUNTED AT A MINIMUM HEIGHT OF 5 FEET; MEASURED FROM THE BOTTOM OF THE SIGN TO THE NEAR EDGE OF PAVEMENT. IN BUSINESS, COMMERCIAL, OR RESIDENTIAL AREAS, THIS HEIGHT SHALL BE AT LEASE 7 FEET. 5. SIGNS SHALL BE PLACED AT 2 TO 6 FEET FROM THE EDGE OF THE PAVEMENT OR AS ORDERED BY THE ENGINEER. 6. EACH SIGN SHALL BE MOUNTED ON ITS OWN 4"x4" WOOD POST OR ON TYPE 3 BARRICADES, FOLLOWING THE CONDITIONS LISTED RIGHT. 7. SIGN AND SIGN PLACEMENT SHALL MEET THE REQUIREMENTS OF THE MUTCD. 8. SIGN QUANTITIES WILL VARY BASED ON THE AMBER OF INTERSECTIONS THAT ARE WORKED CONCURRENTLY. LEGEND :SZ SIGN 1 FLAGGER . l!:!I !l3 Ill! CHANNELIZING DEVICES. -~ ~ WORKZONE ERC -RAIL REMOVAL PHASE 1 . RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY TRAFFIC CONTROL PLAN SIGN QUANTITIES PER INTERSECTION TRAIL CLOSED 2 W20-1 2 W20-4 2 W20-7 2 SHEET 41 NOV O 3 2016 OF 45 SHEETS TR1 -2 <( N rl <.O M rl rl <.O rl 0 s M ....__ 0 rl -0) $ ~ 0... 0... s \/) 0)1 rl M (j) N rl rl / ~ 6 <( ~ <lJ l/l (1J ..c 0... (1J > 0 E ~ (1J et:: u et:: LJ.J I (j) rl M (j) N rl rl G et:: LJ.J / \/) 1-u LJ.J --. 0 et:: 0... 0... ,_, ~ 1-u LJ.J -, 0 et:: 0... _J <( I-,_, 0... <( u 6 ca 0... u & LJ.J 0 _J 0 LL. z ,_, <( 2 0 ca 0... ~ > STORMWATER POLLUTION PREVENTION PLAN NOTES (SWPPP) IN COMPLIANCE WITH THE W.S.D.O.E. STORMWATER MANAGEMENT MANUAL FOR WESIERN WASHINGTON (SWMMWW) (2012 AS AMENDED IN DEC. 2014) ACKNOWLEDGEMENT: THIS PROJECT EXCEEDS THE MINIMUM THRESHOLD REQUIREMENT UNDER THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON . (SWMMWW) FOR "REDEVELOPMENT" AND IS SUBJECT TO MEETING MINIMUM REQUIREMENTS #1-#5. ELEMENT REQUIREMENTS BEST MANAGEMENT PRACTICES -(BMP'a) THE REMOVAL OF THE RAIL INFRASTRUCTURE, GRADING TO A SMOOTH SURFACE AND ADDING A 4" THICK CRUSHED GRAVEL LAYER IS LIMITED TO . THE TOP OF THE EXISTING LAYER OF RAILROAD BALLAST. THIS IS A MAINTENANCE ACTIVITY. ELEMENT #_7 NO NEW OR REPLACED SURFACE IS ADDED. "PROTECT DRAIN INLETS" (STORMDRAIN INLET PROTECTION, INTERCEPTOR BIOSWALE) -ALL OPERABLE INLETS SHALL BE PROTECTED AND MAINTAINED WITH A SEDIMENT FILTERING DEVICE. PRIOR TO RELEASE TO WATERS OF THE STATE. WHENEVER FEASIBLE ,DIVERT STORMWATER RUNOFF AWAY FROM INLETS TO SWALES, DITCHES, ETC. - MINIMUM REQUIREMENTS (1-10) MINIMUM REQUIREMENT #1 -PREPARATION OF STORM WATER SITE PLANS ELEMENT H.8 THIS PROJECT REQUIRES THE PREPARATION OF A STORMWATER POLLUTION PREVENTION PLAN BECAUSE IT EXCEEDS 7,000 SQ.FT. OF LAND (CHANNEL LINING; OUTLET PROTECTION; EROSION CONTROL BLANKETS, MATTING AND/OR PERMANENT SEEDING) DISTURBANCE. THE THRESHOLD IN SECTION 2.4 OF VOLUME I OF THE SMMMM. THE "REDEVELOPMENT" THRESHOLD REQUIREMENTS TRIGGERING "STABILIZE CHANNELS AND OUTLETS" -TEMPORARY ON SITE CONVEYANCE CHANNELS SHALL BE CONSTRUCTED, STABILIZED AND MAINTAINED TO COMPLIANCE WITH MINIMUM REQUIREMENTS #1-#5 INCLUDE: PREVENT EROSION FROM THE EXPECTED 2 YEAR, 24-HOUR FREQUENCY STORM. STABILIZATION INCLUDING THIS STORMWATER SITE PLAN WAS PREPARED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 3 IN VOLUME II OF THE SWMMMM. ARMORING MATERIAL ADEQUATE TO PREVENT EROSION OF OUTLETS, AND SLOPES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. ELEMENT H.9 ' MINIMUM REQUIREMENT #2 -CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) "CONTROL POLLUTANTS" (CONCRETE HANDLING; SAWCUTTING AND SURFACE POLLUTION PREVENTION; FUGITIVE DUST CONTROL) -ALL POLLUTANTS INCLUDING·FUELS, WASTE MATERIALS, DEMOLITION DEBRIS WHEEL WASH WATER, SHALL BE HANDLED AND DISPOSED OF IN A MANNER TO PREVENT STORMWATER CONTAMINATION. COVER, CONTAINMENT AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL EQUIPMENT, CHEMICALS, LIQUID, PETROLEUM ELEMENT REQUIREMENTS BEST MANAGEMENT PRACTICES -(BMP'a) AND INERT WASTES. ADEQUATE BMP'S SHALL BE IMPLEMENTED FOR PH MODIFYING SOURCES TO ENSURE STORMWATER DISCHARGES DO NOT CAUSE A VIOLATION OF THE WATER QUALITY STANDARD FOR PH. THESE SOURCES INCLUDE BULK CEMENT, KILN DUSTS, FLY ASH, NEW CONCRETE WASHING & CURING, CONCRETE GRINDING AND SAW CUTTING WASTE STREAMS, CONCRETE PUMPING AND MIXER WASHOUT, ETC. ELEMENT #1 "PRESERVE VEGETATION/ MARK CLEARING (PRESERVE NATURAL VEGETATION;) -SURVEY AND STAKE ALL "CUT & FILL" SLOPES. INDIVIDUAL TREES TO BE ELEMENT :/1_1 0 LIMITS" PRESERVED WITHIN THE CONSTRUCTION AREA SHALL BE MARKED. LIMITS DEFINED BY USE OF HIGH VISIBILITY "CONTROL DE-WATERING" (SEDIMENT BAG; BIOSWALE; SANITARY SEWER DISCHARGE W/ DISTRICT APPROVAL; TRANSPORT OFF SITE, FENCE (DELINEATE CRITICAL AREAS AS APPLICABLE TO THE PROJECT). VEGETATED FILTER STRIP; INFILTRATION) -FOUNDATION , VAULT, PILLING, TRENCH DE-WATERING AND WHEEL WASH WATER SHALL BE CONVEYED INTO A CONTROLLED TREATMENT SYSTEM PRIOR TO DISCHARGE. CLEAN, NON-TURBID DEWATERING WATER SUCH AS WELL-POINT SOURCE GROUND WATER, MAY BE DISCHARGED TO ELEMENT #2 CONSTRUCTION VEHICLE ACCESS AND EXIT TO STAGING AREAS, STOCKPILING AND GRADED AREAS, SHALL BE VEGETATED FILTER STRIPS OR TRIBUTARIES, PROVIDED THE DE-WATERING FLOW _DOES NOT CAUSE EROSION OR "ESTABLISH CONSTRUCTION ACCESS" FLOODING OF RECEIVING WATERS. ACCEPTABLE DISPOSAL OPTIONS INCLUDE INFILTRATION ,OFFSITE IMPLEMENTED TO LIMITED TWO DEFINED ACCESS POINTS TO ACCOMMODATE LARGE EQUIPMENT MANEUVERING. TRANSPORT, SANITARY SEWER DISCHARGE WITH DISTRICT APPROVAL, SEDIMENTATION BAG WITH OUTFALL TO ACCESS POINTS SHALL TYPICALLY BE STABILIZED AND MAINTAINED WITH QUARRY SPALLS OR CRUSHED ROCK TO VEGETATED DITCH OR SWALE FOR SMALL VOLUMES OF LOCALIZED DE-WATERING. ON SITE CHEMICAL MINIMIZE THE TRANSPORT OF SEDIMENT ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM ROADWAYS TREATMENT OR OTHER SUITABLE TECHNOLOGIES AS D.O.E. APPROVED BY SHOVELING OR PICKUP SWEEPING AND DEPOSITED IN A SEDIMENT DISPOSAL AREA. CONSTRUCTION ACCESS RESTORATION SHALL BE EQUAL TO OR BETTER THAN ITS PRE-CONSTRUCTION STATE. ' -,: . ELEMENT :fl.11 TEMPORARY AND PERMANENT TESC AND POLLUTANT BMP'S SHALL BE INSTALLED PER THE PROJECT PLANS, .. "MAINTAIN BMP'S" SPECIFICATIONS AND CONTRACTING AGENCY DIRECTION. THEY SHALL BE "MAINTAINED & REPAIRED" AS ELEMENT #3 NEEDED TO ENSURE THEIR CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. SEDIMENT CONTROLS (CHECK DAMS; CATCH BASINS) -DOWNSTREAM PROPERTIES AND WATERWAYS SHALL BE PROTECTED FROM SHALL BE INSPECTED WEEKLY AND AFTER A RUNOFF PRODUCING STORM EVENT DURING THE DRY SEASON AND "CONTROL FLOW RATES" DAILY DURING THE WET SEASON. BMP'S SHALL ONLY BE REMOVED 30 DAYS AFTER THE FINAL SITE EROSION DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOWS FROM CONSTRUCTION SITE STORMWATER STABILIZATION IS ACHIEVED AS DIRECTED BY THE CONTRACTING AGENCY. TRAPPED SEDIMENT SHALL BE RUNOFF. TEMPORARY STORMWATER FACILITIES SHALL BE BUILT AND OPERATIONAL AS PART OF THE FIRST STAGE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL RESULTING FROM THE REMOVAL OF BMP'S OR VEGETATION OF GRADING OPERATIONS. SHALL BE PERMANENTLY STABILIZED. A PROJECT RECORD OR LOG SHALL BE KEPT OF ALL BMP MEASURES IMPLEMENTED WITH DATES OF INSTALLATION, MAINTENANCE, STORM EVENTS, REQUIRED WATER QUALITY SAMPLING, REPAIR AND ACTION TAKEN TO PREVENT AND/OR CORRECT IMPACTS. ELEMENT #4 STRAW WAffiES (VEGETATED STRIP; SEEDING, MULCHING} -PRIOR TO THE RELEASE OF STORMWATER FROM ELEMENT #12 "INSTALL SEDIMENT CONTROLS" (PHASE CONSTRUCTION: SEASONAL WORK LIMITATIONS) -CONSTRUCTION SHALL BE PHASED WHERE FEASIBLE DISTURBED AREAS, IT SHALL PASS THROUGH A BIOSWALE, SEDIMENT BAG OR OTHER APPROPRIATE SEDIMENT "MANAGE THE PROJECT" TO THE MAXIMUM EXTENT PRACTICABLE, THE TRANSPORT OF SEDIMENT FROM GRADING OPERATIONS. REMOVAL BMP. STABILIZATION AND MAINTENANCE SHALL BE AN INTEGRAL PART OF EACH CONSTRUCTION PHASE. THE CONTRACTING AGENCY MAY IMPOSE SEASONAL LIMITATIONS DURING THE WET SEASON (OCTOBER 1 -APRIL 30) ON CLEARING, GRUBBING AND GRADING OPERATIONS BASED ON SOILS, SLOPES, VEGETATIVE COVER, WEATHER, ETC. TO PREVENT THE TRANSPORT OF SEDIMENT FROM THE CONSTRUCTION SITE TO RECEIVING WATERS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE ELEMENT #5 THEIR CERTIFIED EROSION & SEDIMENT CONTROL PROFESSIONAL(S) WHOM SHALL BE ON-SITE OR, ON CALL AT "STABILIZE SOILS" (TEMPORARY & PERMANENT SEEDING; STRAW AND WOOD CHIP MULCHING); PLASTIC COVERING; TOPSOILING; ALL TIMES WITH AUTHORITY TO TAKE QUICK ACTION TO CORRECT AND/OR IMPLEMENT EFFECTIVE BMP'S. COMPOST; SURFACE ROUGHENING; DUST CONTROL) -BETWEEN OCTOBER 1 AND APRIL 30, SOILS (INCLUDING WHENEVER INSPECTION, MONITORING AND SAMPLING REVEALS THAT BMP'S IDENTIFIED IN THE SWPPP ARE STOCKPILES) SHALL NOT REMAIN EXPOSED MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30, NO SOILS INADEQUATE, DUE TO THE ACTUAL OR POTENTIAL DISCHARGE OF SIGNIFICANT AMOUNTS OF ANY POLLUTANT, SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. SELECTED SOIL STABILIZATION MEASURES THE SWPPP SHALL BE MODIFIED AS DIRECTED BY THE CONTRACTING AGENCY. THE SWPPP SHALL BE SHALL BE IMPLEMENTED MAINTAINED AND APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, EXPOSURE & RETAINED ON-SITE AND MODIFIED AND DOCUMENTED WHENEVER THERE IS A SIGNIFICANT CHANGE IN THE ORIENTATION, DURATION OF USE AND IMPACTS TO WATER QUALITY AND GROUND WATER. PROJECT DESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE OF ANY BMP. STORM WATER POLLUTION PREVENTION PLAN (S. W.P.P.P.) AS REQUIRED BY N.P.D.E.S. PERMIT. ELEMENT #6 ELEMENT :/1_1 3 PROTECT INFILTRATION TRENCH LID FROM SEDIMENTATION WITH BMP'S AS SHOWN. RESTORE BMP'S TO PROPER "PROTECT SLOPES" (PERMANENT SEEDING; PRESERVE VEGETATION; MATTING & NETS; PLASTIC COVERING; STRAW WAffiES; "PROTECT LOW IMPACT DEVELOPMENT FUNCTION IF THEY ACCUMULATE SEDIMENT. PREVENT COMPACTION OF SOILS THAT HAVE BEEN EXCAVATED TO BIOSWALE; SUBSURFACE DRAINS; CHECK DAMS) -PHASE GRADING TO MINIMIZE EXPOSED_ CUT & FILL SLOPES. BMP'S" FINAL GRADE, FROM CONSTRUCTION EQUIPMENT AND FOOT TRAFFIC, TO RETAIN THE INFILTRATION RATE OF USE AND MAINTAIN APPROPRIATE "COVER MEASURES" TO PROTECT SLOPES FROM EROSION AND AS A DUST THE SOILS. CONTROL EROSION AND PREVENT SEDIMENT AND OTHER POLLUTANTS FROM LEAVING THE SITE CONTROL. DIVERT UPSLOPE DRAINAGE AT TOP OF SLOPES AWAY FROM GRADING OPERATIONS. SEGREGATE DURING THE CONSTRUCTION PHASE OF THE PROJECT. KEEP ALL HEAVY EQUIPMENT OFF OF LID FACILITY u OFF-SITE STORMWATER FROM ON-SITE STORMWATER AND BYPASS AS NEEDED. THAT HAS REACHED FINAL GRADE. f\lVUVV WHA I 'ii t5t:L 1W CALL 2 BUSINESS DAYS BEFORE YOU DIG. {UTILITY LOCATIONS ARE APPROX.) EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM . . -lfi ERC -RAIL REMOVAL PHASE 1 SHEET ~-<{ f. K,tN' King County 42 PROJECT# 1129319 DATE REV# REVISION BY DATE ARCH. ,v. of WASJf~ ~O ~ ~'<; u" '1>, :7 Department of Natural Resources and Parks OF y STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. ~ iJ.,; ISSUED --~ ~ t;; ~~f:'~1 ~ • Parks and Recreation Division NOi/ 0 3 2G\o 45 • n., oQOGK?:.·~v --. -• RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY APPROVED -... CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. i ~ ~ !J:; Capital Projects Section SHEETS ~\, /U • •,an f'l ,o\ ,201 t) 1'0 45848 9 ,{t 201 S. Jackson St., Suite 700, Seattle, WA 98104 REVIEWED LAND. ARCH. N.A ,¢,~ <l'eGISTilY-11 §" SWPPP1 <l' -f,.(} STORMWATER POLLUTION PREVENTION PLAN (SWPPP) I VI --<l'fONAL ti Christie True, Director DRAWN K. KITAMURA 10/2016 -.. -... -2 <( r--- ..--1 0 ':! .-I .-I <.O .-I 0 s rn C) .-I -0) 5 ""O 0..: CL ~ I O') .-I rn O') N .-I .-I / ~ s 0 6 <( ~ Q) Vl co _c CL co > 0 E Q) 0::: co ci::: u 0::: w I O') .-I rn O') N ..-I .-I / u ci::: w / V) f-u w -, 0 0::: CL CL -u V1 f-u w -, 0 ci::: CL _J <( f--CL <( y 0 co CL u ~ w 0 _J 0 LJ... z -<( 2 0 co CL y > STORMWATER POLLUTION PREVENTION PLAN NOTES (SWPPP) IN COMPLIANCE WITH THE W.S.D.O.E. STORMWATER MANAGEMENT MANUAL FOR WESIERN WASHINGTON (SWMMWW) (2012) MINIMUM REQUIREMENTS CONTINUED MINIMUM REQUIREMENT #3 -SOURCE CONTROL OF POLLUTION ALL KNOWN, AVAILABLE AND REASONABLE TECHNOLOGIES (AKART) FOR SOURCE CONTROL OF BMP'S SHALL BE APPLIED THROUGHOUT CONSTRUCTION. SOURCE CONTROL BMP'S (I.E. PRESERVING NATURAL VEGETATION, STABILIZED CONSTRUCTION ENTRANCE, DIVERSION, SILT FENCE, SEEDING, ETC.) WERE DESIGNED IN ACCORDANCE WITH THIS MANUAL AND SHALL BE MAINTAINED WITH THE INTENT THEREIN. THE PRIMARY INTENTION OF THE SOURCE CONTROL BMP'S IS TO PREVENT STORM WATER FROM COMING IN CONTACT WITH POLLUTANTS. WHEN PROPERLY INSTALLED AND MAINTAINED, THEY ARE AN EFFECTIVE METHOD IN REDUCING POLLUTANTS IN STORM WATER AND SHALL BE INSTALLED IN THE INITIAL PHASE OF CONSTRUCTION AND SHALL COINCIDE WITH EACH RELATED CONSTRUCTION ACTIVITIES AND PROJECT PHASE. MINIMUM REQUIREMENT #4 -PRESERVATION OF NATURAL DRAINAGE SYSTEMS NATURAL DRAINAGE PATTERNS WILL BE MAINTAINED AND DISCHARGES FROM THE PROJECT SITE ARE TO OCCUR AT THE NATURAL LOCATION TO THE MAXIMUM EXTENT PRACTICABLE. THE METHOD OF RUNOFF DISCHARGED FROM THE PROJECT SITE SHALL NOT CAUSE A SIGNIFICANT ADVERSE IMPACT TO DOWNSTREAM RECEIVING WATERS AND DOWN GRADIENT PROPERTIES. ALL OUTFALLS SHALL BE PROPERLY PROVIDED WITH ENERGY DISSIPATION AS DESCRIBED IN THE PLANS. THE PRIMARY OBJECTIVE, IS TO PRESERVE AND UTILIZE THE NATURAL DRAINAGE SYSTEMS TO THE FULLEST EXTENT POSSIBLE TO PREVENT EROSION AT AND DOWNSTREAM OF THE DISCHARGE LOCATION. MINIMUM REQUIREMENT #5 -ON-SITE STORMWATER MANAGEMENT THIS PROJECT WILL EMPLOY ON-SITE STORMWATER MANAGEMENT BMP'S TO CONVEY RUNOFF TO AN ENGINEERED INFILTRATION TRENCH AND RETAIN STORMWATER FOR POLLUTANT SETTLING ONSITE TO THE MAXIMUM EXTENT FEASIBLE WITHOUT CAUSING FLOODING OR EROSION IMPACTS. THE PRIMARY INTENT OF THIS REQUIREMENT IS TO "REDUCE THE AMOUNT OF DISRUPTION OF THE NATURAL HYDROLOGIC CHARACTERISTICS OF THE PROJECT SITE". EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM ... ---- . PROJECT# 1129319 DATE REV# REVISION BY DATE ARCH. ISSUED __ ,.. .~ y STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. APPROVED -"'r::;. l,,l ..... ~..., ---n/ Dloit'lsJ~I'-CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. REVIEWED ~\; JU a -M ftlll'1 l?016 LAND. ARCH. N.A. DRAWN K. KITAMURA 10/2016 King County Department of Natural Resources and Parks Parks and Recreation Division , Capital Projects Section @ @ @) @) ® 0 @ T.E.S.C. -BMP LEGEND CONSTRUCTION ENTRANCE. ~ CLEARING LIMIT COMPOST DUST CONTROL MEASURES INLET PROTECTION@, SEE DETAIL (2~) HIGH VISIBILITY FENCE -v- MATTING (ECB) Uf.J!g , SEE DETAIL@ @ PERMANENT SEEDING @ STRAW WATTLE ----, SEE DETAIL@ @ VEGETATION PRESERVATION TREE LEGEND Q) SA VE EXISTING TREE(S) ® REMOVE EXISTING TREE(S) ERC -RAIL REMOVAL PHASE 1 RENTON/ BELLEVUE/ UNINCORPQRATED KING COUNTY KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX.) NO\/ 0 3 20\6 SHEET 43 OF 45 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1---------------------------------1 Christie True, Director STORMWATER POLLUTION PREVENTION PLAN {SWPPP) SWPPP2 -2 <( N N 0 ':1 rl rl l.O rl 0 ~ rl rn C) rl -O'l $ -q 0... 0... 5 VJ I 0) rl rn 0) N rl rl G 5 0 6 <( ~ (]J l/l ro ..c 0... ro > 0 E (]J a: ro a: u a: w I 0) rl rn 0) N rl rl G a: w / VJ 1-u w -, 0 a: 0... 0... -u / VJ 1-u w -, 0 a: 0... ....I ;:; -a... <( 6 co 0... u 'rY. w 0 ....I 0 u.. z -<( 2 0 co 0... y > TEMPORARY EROSION AND SEDIMENT CONTROL NOTES: RECOMMENDED TEMPORARY EROSION AND SEDIMENTATION CONTROL CONS I RUCTION SEQUENCE 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT PROJECT OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) THESE PLANS ARE DESIGNED TO .MEET THE INTENT AND REQUIREMENTS OF THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW) AND ITS PROVISION FOR A SWPPP (STORMWATER POLLUTION PREVENTION PLAN) BY THE WASHINGTON STATE DEPT. OF ECOLOGY, AS REQUIRED. 2. THE IMPLEMENTATION OF THESE PLANS AND THE CONSTRUCTION, REGULAR REVIEW, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC REQUIREMENTS AND ELEMENTS ARE THE RESPONSIBILITY OF THE TESC LEAD CONTRACTOR IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND PLANS UNTIL ALL CONSTRUCTION IS APPROVED AND ACCEPTED BY KING COUNTY DEPT. OF TRANSPORTATION. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF BRIGHTLY COLORED HIGH VISIBILITY FENCE (OR FLAGGING WHEN APPROVED) PRIOR TO CONSTRUCTION. METAL STAKES SHALL SUPPORT FENCE, AND SHALL BE 4 FEET HIGH. DURING THE CONSTRUCTION PERIOD, IT SHALL BE MAINTAINED BY THE TESC LEAD FOR THE DURATION OF CONSTRUCTION UNLESS OTHERWISE NOTED OR DIRECTED BY ENGINEER; THE CLEARING LIMITS SHALL COINCIDE WITH STAKING OR HIGH VISIBILITY FENCE A MAXIMUM OF TWO FEET FROM TOP & TOE OF CUTS AND FILLS". UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY THE ENGINEER. 4. THE TESC FACILITIES SHOWN ON THIS PLAN SHALL BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. WET SEASON RUNS FROM OCT. 1 THROUGH APRIL 30 AND THE DRY SEASON FROM MAY 1 THROUGH SEPT. 30. 5. 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 (E.G. CONSTRUCTION ENTRANCES EXPANDED, MAINTAINED AND/OR RELOCATED). ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE AN APPROVED BMP COVER MEASURE AND THEN REMOVED PRIOR TO PLANTING AND SEEDING OPERATIONS, 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.) 6. THE TESC FACILITIES SHALL BE INSPECTED, AT A MINIMUM WEEKLY OR IMMEDIATELY AFTER A STORM EVENT, BY THE TESC LEAD AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING IN ACCORDANCE WITH THE SPECIAL PROVISIONS. WRITTEN RECORDS SHALL BE KEPT OF DAILY REVIEWS OF TESC FACILITIES DURING THE WET SEASON AND WEEKLY DURING THE DRY SEASON. 7. AS A GENERAL RULE, 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, OR OTHER COVER MEASURE TO PREVENT EROSION AND/OR TREAT RUNOFF). THE COUNTY MAY REDUCE OR INCREASE THESE TIME LIMITS DEPENDING ON SITE CONDITIONS OR ANTICIPATED WEATHER CONDITIONS. SEED, SOD OR APPLY A GEOTEXTILE MATTING OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS UNLESS THE COUNTY DETERMINES THAT WINTER WEATHER MAKES VEGETATION ESTABLISHMENT INFEASIBLE. ALL AREAS THAT REACH FINAL GRADE OR WILL REMAIN UNWORKED FOR MORE THAN ONE YEAR SHALL BE STABILIZED WITHIN SEVEN DAYS. SEE THE LANDSCAPING AND/OR MITIGATION PLANS. 8. AT NO TIME SHALL MORE THAN 6 INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED JUST PRIOR TO FINAL INSPECTION APPROVAL. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES AND ROADS IF REQUIRED SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS (WHEEL WASH), MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS PROJECT# 1129319 DATE REV# REVISION BY DATE ISSUED ---~ y _1,.,. nonGRt:.i:Jv ,., APPROVED REVIEWED ~\. /U • • i ft I~-\ f?n16 DRAWN K. KITAMURA 10/2016 I u1-•· 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. 11. TEMPORARY COVER MEASURES INCLUDING GEOTEXTILE MATS AND PLASTIC COVERING SHALL BE APPLIED IN ACCORDANCE WITH TESC PLANS, SPECIFICATIONS AND AS DIRECTED (WITH APPROPRIATE ANCHORING SUCH AS ROPE AND SAND BAGS AND ALL ADDITIONAL BMP'S AS NEEDED) BY THE ENGINEER ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS OR AS A COVER FOR SEED (OPAQUE PLASTIC ONLY) DURING THE COLD WINTER MONTHS FOR CREATING A GREENHOUSE EFFECT TO ENCOURAGE GRASS GROWTH. PLASTIC COVERING SHALL NOT BE USED UPSLOPE OF AREAS ADVERSELY IMPACTED BY ITS CONCENTRATED RUNOFF, UNLESS DIVERSION OR RETENTION AND DISSIPATION MEASURES ARE IN PLACE AND FUNCTIONING 12. PERIMETER PROTECTION TO FILTER AND CAPTURE SEDIMENT FROM SHEET FLOWS SHALL BE LOCATED DOWNSLOPE OF ALL DISTURBED AREAS WHERE SHOWN ON THE PLAN. PERIMETER PROTECTION SHALL BE INSTALLED PRIOR TO UPSLOPE GRADING. SILJ FENCE SHALL BE USED FOR PERIMETER PROTECTION, UNLESS OTHER MEASURES ARE APPROVED. (E.G. BRUSH BARRIER, VEGETATED STRIPS, DIVERSION DITCHES, WATTLES, ETC.). AT THE APPROVAL OF THE ENGINEER, STAKED AND TRENCHED STRAW AND/OR COIR WATILES MAY BE USED AS A SIMILAR CAPTURE MEASURE OF SEDIMENT ON A SMALL SCALE OR SHORT TERM PROJECT DURATION. 13. INLET PROTECTION SHALL BE USED ON ALL STORM DRAIN INLETS, NEW AND EXISTING, DOWNSLOPE AND WITHIN 300 FEET OF A DISTURBED AREA. THEY SHALL BE CHECKED AND CLEANED WEEKLY AND AFTER EACH STORM EVENT. 14. PREVENTATIVE MEASURES TO MINIMIZE THE WIND TRANSPORT OF SOIL SHALL BE TAKEN WHEN A TRAFFIC HAZARD MAY BE CREATED OR WHEN SEDIMENT TRANSPORTED BY THE WIND IS LIKELY TO BE DEPOSITED IN DRAINAGE WAYS OR WATER RESOURCES. WHEN USING WATER FOR DUST CONTROL, SPRAY UNTIL SOIL IS WET BUT RUNOFF IS NOT INITIATED. THE USE OF POL YACRILAMIDES (PAM) MAY BE USED FOR DUST CONTROL ON STEEP SLOPES WHEN APPLIED PER MANUFACTURERS RECOMMENDATIONS AND WITH ENGINEERS PRIOR APPROVAL. 15. DUST CONTROL: MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH THE USE OF TEMPORARY GROUND COVER AND STABILIZATION PRACTICES. EXPOSED DUST PRODUCING SURFACES SHALL BE COVERED OR SPRINKLED DAILY UNTIL WET WHILE AVOIDING PRODUCING RUNOFF; REPEAT AS NEEDED. PAVED STREETS SHALL BE SWEPT DAILY OR MORE OFTEN DURING CONSTRUCTION ACTIVITIES. 16. CONTRACTOR SHALL DEVELOP A "SPILL PREVENTION AND COUNTER MEASURES CONTROL PLAN (SPCC) PLAN AND IDENTIFY PERSON (S) RESPONSIBLE FOR IMPLEMENTING THE PLAN IF A SPILL OF A DANGEROUS OR HAZARDOUS WASTE SHOULD OCCUR. ANY SPILL THAT OCCURS REGARDLESS OF SIZE AND/OR TYPE OF SPILL SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND THE WASHINGTON STATE DEPARTMENT OF ECOLOGY -"SPILL RESPONSE UNIT" (WHOM WILL NOTIFY THE RESPONSIBLE ENVIRONMENTAL ENGINEER AND/OR TO G3NOTIFICATION@KINGCOUNTY.GOV) IN REDMOND AT THEIR 24-HOUR TELEPHONE #(425) 649-7000. IN THE CASE OF A SMALL ISOLATED SPILL THAT IS CONTAINED, COVER WITH AN ABSORBENT MATERIAL (I.E. SAWDUST, KITTY LITTER, ETC. NOT STRAW) AND CONTACT ENGINEER IMMEDIATELY. THIS SPCC PLAN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL COMPLIANCE WITH THE WASHINGTON STATE "DROPPING LOAD OR OTHER MATERIALS-COVERING" (RCW 46.61.655.3/4) AND KING COUNTY CODE "UNSECURED LOADS" (KCC 10.12.040b). 18. IF REQUIRED BY PLANS OR DIRECTED BY THE ENGINEER, CONTRACTOR SHALL CONSTRUCT AND STABILIZE TEMPORARY SEDIMENT TRAP /POND AND OR SWALES/DITCHES AS SHOWN IN THE TESC PLANS FIRST. ALL SURFACE FLOWS FROM DISTURBED AREAS SHALL BE CONVEYED THROUGH THESE TRAPPING DEVICES. BEFORE BEING ALLOWED TO DISCHARGE OFFSITE. 19. ONSITE MATERIALS IN ADDITION TO THOSE INSTALLED SHALL CONSIST OF A MINIMUM OF 100 L.F. OF SILT FENCE, 100 L.F. OF STRAW WATTLE AND OTHER MATERIALS AS DIRECTED BY THE ENGINEER . 1. PRE-CONSTRUCTION MEETING. 2. INSTALL PERIMETER PROTECTION FOR INSPECTION BY ENGINEER. 3. POST CONSTRUCTION SIGN WITH NAME AND PHONE NUMBER OF TESC CONTRACTOR. 4. INSTALL SOURCE CONTROL PROTECTION BMP'S (E.G. STRAW, WATTLES, ETC.) 5. PROJECT EXISTING CONVEYANCE DITCHES FROM DISCHARGE OF SILT LADEN WITH WATTLES OR OTHER MEASURES AS DIRECTED BY ENGINEER. 6. STABILIZE STAGING AREAS AS NEEDED AND SECURE AREA FOR RE-FUELING OPERATIONS. 7. CONSTRUCT TEMPORARY AND PERMANENT SURFACE WATER CONTROLS (WATTLES, FENCE) PRIOR TO GRADING. STABILIZE AS DIRECTED BY ENGINEER. 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS WORK LOCATION AND SITE CONDITIONS CHANGE THE BMP's ARE ALWAYS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SMMPS. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED, AS DIRECTED BY THE ENGINEER. e SEE TRAFFIC CONTROL PLANS FOR ADDITIONAL CONSTRUCTION SEQUENCING. - ii KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX) DESIGN TEAM -- King County ERC -RAIL REMOVAL PHASE 1 s~~ET ARCH. Department of Natural Resources and Parks NOV O 3 'l0\6 OF Parks and Recreation Division 45 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND. ARCH. N.A. 201 S. Jackson St., Suite 700, Seattle, WA 98104 i------------------------------1------- Christie True, Director STORMWATER POLLUTION PREVENTION PLAN {SWPPP) SWPPP3 C1J 0::: u 0::: LU I O'l .--1 (Y') O'l N .--1 .--1 ,/' u 0::: LU ,/' l/l 1-u LU -, 0 0::: CL CL -y l/l 1-u LU -, 0 0::: CL _J <( I--CL <( u 6 co CL u ~ LU 0 _J 0 u.. z -<( 2 0 co CL u ,/' > . ,.----~ -,.... -----, .-. ....................... ~-,,-~-.,...,.,,,. ,',--~ ' --~--,.-.~ .--~· .... . .. ,, ,;.."' ' . . . . . . . . . . . . . . ............ ·--~--'" , ' . ' ' , ~---' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Ct I 10' PORT QUENDALL SITE CONSTRUCTION SEQUENCE 1. INSTALL "NO PARKING" AND "CORRIDOR CLOSED" SIGNS WHERE APPLICABLE. 2. INSTALL TEMPORARY TRAFFIC CONTROL. • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PORT QUENDALL 3. INSTALL INLET PROTECTION, CONSTRUCTION ENTRANCES AND WATTLES WHERE APPLICABLE. RAIL REMOVAL AND SITE CAPPING 770 FT TO 800 FT (VARIES ALONG PROJECT LENGTH) ----- EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA \ DATE 10/2016 VICINITY MAP NTS TYP. SECTION CONSTRUCTION NOTES ADA TRAIL SURFACE CAPPING, 6" MINIMUM THICKNESS NTS G) ® 0 © ® ® 0 ADA TRAIL SURFACING CONSTRUCTION CENTERLINE, SHOWN ON PLAN SHEETS SHALL BE SHIFTED AS REQUIRED (2' MAX) TO CENTER TRAIL ON EXISTING BALLAST SECTION PROVIDE LIGHT GRADING AND ROLL BALLAST TO PROVIDE LEVEL, SMOOTH SURFACE PRIOR TO PLACING ADA TRAIL SURFACING. FINISH TRAIL TOP WIDTH SHALL BE A MINIMUM OF 10 FT. EXISTING BALLAST GRADE, VARIES CHAN LINK FENCE PER DETAIL A, SHEET 33 . A MINIMUM OF 10' OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN FENCES WHEN FENCES ARE INSTALLED ON BOTH SIDES OF TRAIL. COMPACTED SURFACING BASE COURSE NONWOVEN CONSTRUCTION GEOTEXTILE FOR SOIL SEPARATION ' I l 4. REMOVE RAILS, TIES AND OTM {EXCEPT WHERE WITHIN AT -GRADE ROADWAY OR DRIVEWAY CROSSINGS). 5. · GRADE AND COMPACT BALLAST TO FIRM AND UNYIELDING CONDITION. 6. GRADE AND COMPACT ADA TRAIL SURFACING TO FIRM AND UNYIELDING CONDITION. 7. INSTALL CHAIN LINK FENCING. 8. REMOVE TEST AND TEMPORARY TRAFFIC CONTROL. NOTES: r:;\ CHAIN LINK FENCE, SEE DETAIL A, \..:.../ SHEET 33 -o o 01--- r,:;\ REMOVABLE BOLLARD, (CONSTRUCTION BY OTHERS, UNDER SEPARATE CONTRACT STA. 72+50 TO STA. 78+ 75) \!:./ SEE DETAIL C, SHEET 35. r:;\ FINISHED TRAIL TO CATCH GRADE AT \:::..J THE EDGE OF THE EXISTING PAVED --- PROJECT MANAGER: ERICA JACOBS DESIGN TEAM REV# REVISION BY DATE ARCH. STRUCT. ENG . S . JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG . T. ONG, PE./ W. KAMEDA, PE . LAND . ARCH. N.A. . 0 LO . 0 LO ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. © FIELD FIT FENCE TO SUIT SITE CONDITIONS . * VOID LARGE TREES AND OBSTRUCTIONS. SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND Iii KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS AflE APPROX) KingCounty ERC -RAIL REMOVAL PHASE 1 s~~ET Department of Natural Resources and Parks {PORT QU EN DALL) 1-\G\J o :i 2G\li OF Parks and Recreation Division 45 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1--------------------------......i...-------1 Christie True, Director RAIL REMOVAL AND SITE CAPPING SP1 2 <.( \D lJ"l .--i (Y) .--i .--i \D .--i 0 s ~ .--i -CJ) $ "O ti:; 0 0)1 .--i (Y) (J) N .--i .--i /" '-.'.J s 0 6 <.( 2; Q) <I) ro ..c CL ro > 0 E Q) 0::: [}_ u 0::: LU I (J) .--i (Y) (J) N .--i .--i c; 0::: LU /" Vl f-u LU -. 0 0::: CL CL ...... y Vl f-u LU -. 0 0::: CL .....I <.( f-...... CL <.( u /" 0 C!l CL u cc. LU 0 .....I 0 LL z ...... <.( 2 0 C!l CL ~ > L{) ' LI) STEEL GIRDER STIFFENER OF GIRDER ~ FLANGE OF STIFFENER RAILWAY WOODEN TIES \ (TO BE REMOVED) ~ BRIDGE EXISTING RAILS (TO BE REMOVED) STEEL 7\ LU I-> LL Cl) 0 0 <( ""' -_J "" -_J LU ~ <( a:: Ill I I l EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K KITAMURA DECK BALLAST STEEL STRINGER 15'-6" 21'-6" TYPICAL SECTION OF BRIDGE #SA-6 1 (EXISTING CONDITION) PROJECT MANAGER: ERICA JACOBS DESIGN TEAM DATE REV# REVISION BY DATE ARCH. STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND. ARCH. N.A 10/2016 SCALE: 1" = 25'-0" b ' b ~ co ' (0 /I \ STEEi~ PLATE CONTROL POINT r- 1 '-9" NEW CHAINLINK FENCE (SEE SHEET S1-2)(TYP.) 6 1-011 12'-0" ~ BRIDGE 61-011 15'-6" TYPICAL SECTION OF BRIDGE #SA-6 (FINISHED CONDITION) 1 '-9" 2 7 ~ SCALE IN FEET r;\ 6" MODIFIED (PERMEABLE) CRUSHED \.}_/ SURFACING BASE COURSE ® CONST Ii., SHOWN ON PLAN SHEETS SHALL BE SHIFTED AS REQUIRED (2' MAX) TO CENTER TRAIL ON EXISTING BALLAST SECTION 0 0 ® PROVIDE LIGHT GRADING AND ROLL BALLAST TO PROVIDE SMOOTH SURFACE PRIOR TO PLACING CRUSHED SURFACING EXISTING BALLAST GRADE, VARIES 4" HMA I I ~· POST l • u /I . . KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX.) King County ERC -RAIL REMOVAL PHASE 1 Department of Natural Resources and Parks Parks and Recreation Division NOY o 3 2D16 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEET 36 OF 45 SHEETS 201 S. Jackson St, Suite 700, Seattle, WA 98104 1----------------------------+--------1 Christie True, Director BRIDGE #SA-6 DETAILS 51-1 2 <( co c:'! N (Y) rl rl \.0 rl 0 ~ rl ~ rl -Ol $ ""O f-'. LU 0 O')I rl (Y) O') N rl rl / \..'.) 5 0 6 <( ~ Q) l/) ro ..c 0... ro > 0 E Q) 0::: ro 0::: u 0::: LU I O') rl (Y) O') N rl rl c; 0::: LU V) 1--u LU a 0::: 0... 0... -u V) 1--u LU -. 0 0::: 0... _J ~ -0... <( u / 0 co 0... u ~ LU 0 _J 0 LL z -<( 2 0 co 0... u / > RAIL (TYP.) FABRIC T IES AT -~ ABT. 15" CTS . (TYP .) LINE POST (TYP.) STRETCHER BAR LOOSE WIRE IN THIS _ __, PANEL FOR EXPANSION TYP. Ye 18" MAX. 2"0 O.D. X 10" LONG TUBE , 4" INSERT ~"0 TRUSS ROD (TYP.) STRETCHER BAR BAND (TYP .) DETAIL OF PEDESTRIAN FENCE SHOWING EXPANSION DEVICE GAP SCALE:~"= 1 '-0" FABRIC TIES AT ABT. 15" CTS . (T~ A I '·)".-/"......:.... 1 __ ~8'...::-0:...,," ~P~O":-ST:'-=S:--'PA='C::..:.IN:..e_G::____+-::-----,t' (MAX.) (TYP.) -~ _, C') co -' (D b ' . b ~ e:--------->,.-~ L STEEL PLATE DECK -~ ' C') co ' (D TYPICAL SECTION OF CURVED TOP PEDESTRIAN CHAIN LINK FENCE SCALE:~" = 1 '-0" EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS b ' b ~ PROJE C T# 1129319 DATE REV# REVISION BY DATE ISSUED APPROVED REVIEWED DRAWN K. KITAMURA 10/2016 2"0 PIPE (TYP.) --------- -~ ' (') - ~ ' (') 15'-6" ~ TO ~ POSTS SECTION A-A B NOT TO SCALE DESIGN TEAM ARCH. STRUCT. ENG . S. JIANG, S.E./ Z . ZHOU, S.E. CIVIL ENG. T. ONG, PE./ W. KAMEDA, P.E. LAND. ARCH. N.A. (TY b ' 0 ~ co -' (0 14" GAP FOR SPLICE (*) STRETCHER BAR (TYP.) 1i STRETCHER BAR BAND (TYP.) END POST TYP. /4 STRETCHER BAR BAND (TYP.) PULL POST SLIGHTLY BULGE CHAIN LINK FABRIC TO ALLOW FOR JOINT MOVEMENT PULL POST --~ STRETCHER -~ BAR BAND (TYP.) STRETCHER BAR (TYP.) FABRIC 0 2"0 PIPE ' (') (TYP .) 12"0 CONCRETE ~_, FOUNDATION (TYP.) ·,'.~ ·-~' ' . ·~( .. 10" LONG TUBE ~ POST OF APPROACH FENCE = ~ b ' ' C') b ~ co -' (0 LINE POST (TYP.) ~"0 TRUSS ROD (TYP .) TYPICAL SECTION NEAR SPLICE GAP SCALE: ~" = 1 '-0" STRETCHER BAR (TYP.) (*) AT ABOUT 30'-0" CENTERS WITH AT LEAST ONE SPLICE GAP BETWEEN PULL OR END POSTS FABRI C TIES AT ABT. 15" CTS. (TYP.) STEEL PLATE DECK ABUTMENT WALL ~ POST OF BRIDGE FENCE ~ ABUTMENT BACK WALL -~ ' (') -~ _, C') b ' b ~ NOTES: ,.1. " 2. STEEL PIPES FOR THE FENCE POSTS , RAILS SHALL CONFORM TO ASTM F1083 SCHEDULE 40 HIGH STRENGTH 83000 GRADE, FY=83,000 PSI. ALL STEEL MATERIAL SHALL BE HOT GALVANIZED AND BLACK POWDER COATED AFTER FABRICATION. 3. BLACK VINYL COATED STEEL FABRIC SHALL BE IN ACCORDANCE WITH AASH T O M181, TYPE IV, CLASS A OR CLASS B . 4 . ALL POSTS SHALL BE VERTICAL. 5. INSTALL EXPANSION DEVICE OF THE PEDESTRIAN FENCE AT EACH EXISTING EXPANSION JOINT OF THE BRIDGE . 6. CONNECT THE LOWER END OF THE %"0 TRUSS ROD TO THE BOTTOM OF THE PULL POSTS AND END POSTS TO WHICH THE STRETCHER BAR IS ATTACHED. 7. CORE WIRE SIZE FOR WIRE FABRIC SHALL BE 6 GAGE MINIMUM . 8. ALL FIELD WELDS SHALL BE ZINC COATED WITH BLACK COLOR PER WSDOT STANDARD SPEC. 6-07. 9. CONTRACTOR SHALL SUBMIT FENCE LAYOUT PLAN AND FIELD MARK ALL POSTS RELATED TO EXISTING FLANGES OF STIFFENERS FOR ENG I NEER'S REVIEW APPROVAL BEFORE ANY FABRICATION OF FENCE MATERIAL. EXPANSION DEVICE BETWEEN APPROACH FENCE & BRIDGE FENCE u KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LO CA TIO N S ARE APPROX) SCALE :~" = 1 '-0" KingCounty ERC -RAIL REMOVAL PHASE 1 SH3~T Department of Natural Resources and Parks NOi/ o 3 Z0\6 OF Parks and Recreation Division 45 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1-----------------------------1--------1 Christie True , Director BRIDGE #SA-6 DETAILS 51-2 ro ,._ :J E ro +-' '.:,,: ~ ~{ <( ,--I '5f: N (Y) ,--I ,--I \.0 ,--I 0 s (Y) Cl ,--I -O'l ;$ "O ~ w 0 I en ,--I (Y) en N ,--I ,--I / \..9 s 0 6 <( y ,--I Q) Vl ro ..c (L ro > 0 E Q) 0::: ro 0::: u 0::: w I en ,--I (Y) en N ,--I ,--I 6 0::: w / l/l f-u w -, 0 0::: (L (L ...... u (n f-u w -, 0 0::: (L _J <( f-...... (L <( u / 0 co (L ~ w 0 _J 0 LL z ...... <( L 0 co (L ~ > 5 8'-0 11 8'-0" 0 5 10 SCALE IN FEET it Ja" x 6" CLAMP LOCATE HALFWAY BETWEEN POSTS 15 4" FENCE FABRIC CLAMP BETWEEN It Ja AND CHANNEL AND BETWEEN SPLICE AND CHANNEL NOTE: CHANNEL SPLICE SPACING IN TOP AND BOTTOM RAIL TO BE 16'-0" O.C. MIN. TO 40'-0" O.C. MAX. CHANNEL SPLICE 11/ "x 2" SLOT /16 , TYP. %" BOLTS 1' oJ:u -2 &*" &*" 2 2 SCALE: 1" = 5-0" (SEE PLAN SHEET S2-2 FOR NEW STRINGERS) GAP BTWN RAILS VARIES ~" MIN TO 1" MAX. 3" CHANNEL SPLICE (Ya") POST TOP OR BOTTOM RAIL CHANNEL ' ' SECTION A-A CHANNEL SPLICE EXPANSION DETAIL (ELEVATION) NTS EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM PROJECT# 1129319 DATE REV# REVISION BY DATE ARCH. ISSUED STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. APPROVED CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E . REVIEWED LAND. ARCH. N.A. DRAWN K. KITAMURA 10/2016 -------- , /7'. .. cu ,.~ A A 8'i0" A A ·\ END POST ,,,.J, • .,,. -v~ ·'"'"' · -, '"' --,Ji)~-~ .. 4' FENCE NOTES: YJ5" PLATE CLOSURE WELD & GRIND SMOOTH 2.25"x3.25"x0.121" (TYP.) ~IN 1. . HSS POSTS SHALL CONFORM TO ASTM A500 GRADE B WITH Fy=46 ksL 2. ALL STEEL MATERIAL SHALL BE HOT GALVANIZED AND BLACK POWDER COATED AFTER FABRICATION. 3. BLACK VINYL COATED STEEL FABRIC SHALL BE IN ACCORDANCE WITH AASHTO M181, TYPE IV, CLASS A OR CLASS B. 4. ALL POST SHALL BE VERTICAL. YJ5" PLATE CLOSURE WELD & GRIND SMOOTH ~-------- HSS 3x2xYJ 6 POST @8'-0" 2.25"x3.25"x0.121" W ~" RETURN CHANNEL HSS 3x 2x:X 6 POST Wt" RETURN CHANNEL 48" HIGH CHAIN LINK FENCE FABRIC (BLACK VINYL COATED) SECURE FENCE FABRIC TO POSTS & RAILS PER THE PROJECT SPECIFICATIONS (SEE PLAN) r I _. , , . . , I . ) , I · •.• ,· M I 48" HIGH CHAIN LINK FENCE FABRIC (BLACK VINYL COATED)SECURE FENCE FABRIC TO POSTS & RAILS PER THE PROJECT SPEC! Fl CATIONS %"0 BOLT ) .. -: / . _. / J . ' ~ ) . .. ' .,,,. . : . i .) ' 12"0 CONCRETE FOUNDATION \ co %"0---..... THROUGH TIMBER CURB (EXIST., TO REMAIN) BOLT -'k---EHIE ,z::.=4=:.i=.:: 74"0THROUGH BOLT (EXIST., TO REMAIN) 8" %"0 BOLT EXISTING BALLAST 3" ..,.___,.___ ..... _·._----~-'--...., 3"x 6" TIMBER (TO REMAIN) DETAIL OF APPROACH RAILING DETAIL OF NEW BRIDGE RAILING SCALE: 2" = 1 '-0" SCALE: 2" = 1 '-0" KingCounty ERC -RAIL REMOVAL PHASE 1 sH3~ET Department of Natural Resources and Parks NOY o 3 2016 OF Parks and Recreation Division 45 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 i------------------------------1--------1 Christie True, Director BRIDGE #SA-7 DETAILS 52-1 -2 <( 0 '? M M r-i r-i ~ r-i 0 s M d r-i ~ "D i-: w 0 I 0) r-i M 0) N r-i r-i / l..'.) 5 0 6 <( ~ QJ Vl m ..c CL m > 0 E QJ 0:: m 0:: u 0:: w I 0) r-i M 0) N r-i r-i G 0:: w vi' 1-u w --, 0 0:: CL CL -u vi' 1-u w --, 0 0:: CL .....J ;:: -CL <( u 6 co CL ~- w 0 .....J 0 LL.. z -<( 2 0 co CL ~ > ADD NEW STRINGER 9"x16 2" ~ CAP BROKEN STRINGER (TO REMAIN) -73'-2" ~ CAP '/ -/ / 7" 9 SPACES @ 8'-0" = 72'-0" 7" I/ / I/ -/,, / I/ EDGE OF ~ CAP ~ CAP ~ CAP S2-3 S2-3 @l ~ CAP @l L WEST @l RAIL POSTS. TYP. @l @l IF-CURB 52-3 DECK --------~-------~----~l---------~+-----------~----- u u u u u . r . -- f----·· - I I I ·-· f--· ·-----·- -------------- . ~-~ BRIDGE- I I I ADD NEW STRINGER 9"x1612" ~- -. • --. • --• It' j ~ l ~ ~·-j . -. . n n n n n n n ------------1 -----z---------------; t----------1 B B EAST EDGE A B @J 2-Yz"0 x3" LAG SCREW WITH 5" SPACING (TYP.) 14'-5" ~ CAP 13'-9" 4" DECK PLANK OF DECK I 17'-6" NEW STRINGERS FRAMING PLAN SCALE: 1/4" = 1-0" 2-Yz"0 x3" LAG --- SCREW WITH 5" SPACING (TYP.) ~ CAP 4" DECK PLANK 12''0 x 3" LAG SCREW@~ OF ANGLE (TYP.) 13'-4" u LI I --- ~- I - -ADD NEW STRINGER4"x16Yz" - (TYP.) -- . -. .. n n 1---------- B 14'-2" ~ CAP I/ / I srlN ct:) ' -~ ' ' 1'-" ' I'- b ~ ~IN ' ~-§'--· N - ~ I'- ~ ' I' <D ' N ' ' ' ' z a .... ... b 4" DECK PLANK Yz"0x 3" LAG SCREW@~ OF ANGLE (TYP.) NEW STRINGER = ~IN :r ~ ~~Nt-,-- L 4 X 4 X J4 X 0'-9" I L NEW STRINGER 9"x 16 Yz" NEW STRINGER 9"x.16 Yz" NEW STRINGER 4"x 16 Yz" ~IN NEW STRINGER 4"x 16 Yz" 4"x 16 Yz" '°'1N SHIM~ Yz"x 9"x 1'-4" CAP BEAM 511 8" SECTION C-C SCALE: 1" = 1-0" (TYP.) L 4 x4 x)'4 x 0'-9" .h,IL--"----,IL--"'---;""7r.21" 2 L 4 x4 x)'4 x 0'-4" SHIM~ Yz"x 9"x 1'-4" CAP BEAM SECTION D-D ® SCALE: 1" = 1-0" 21·-rr.,f-----,f----,t'-T,I'_ 2 L 4 x4 x)'4 x 0'-4" (TYP.) SHIM~ Yz"x 4"x 1'-4" SECTION E-E SCALE: 1" = 1-0" ' NOTES: 1. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATIONS. 2. MATERIALS SHALL CONFORM TO THE FOLLOWING: • TIMBER STRINGERS: DOUGLAS FIR-LARCH N0.1 AND SHALL BE TREATED PER AASHTO M133. • STEEL PLATES: ASTM A572 GR A36 • BOLTS: ASTM A307 • NUTS: ASTM A563 GR A • WASHERS: ASTM F844 3. ALL STEEL MATERIAL SHALL BE GALVANIZED PERASTM 123 AFTER FABRICATION . 4. NEW TIMBER STRINGER SHALL BE SHIMMED TIGHT AGAINST BOTTOM OF EXISTING TIMBER DECK. 5. SE 32ND ST. SHALL BE MAINTAINED OPEN ALL TIME. CONSTRUCTION ACCESS AND SCAFFOLDING SHALL BE PLANNED AND ERECTED TO AVOID ANY INTERRUPTION TO THE TRAFFIC UNDER BRIDGE. 6. CONSTRUCTION SITE SHALL BE RESTORED TO THE CONDITION BEFORE CONSTRUCTION. ALL CONSTRUCTION DEBRIS SHALL BE CLEANED AND REMOVED. NEW STRINGER 4"x 16 Yz" SHIM~ Yz"x 4"x 1'-4" CAP BEAM ~ CAP 4" DECK PLANK 12"0 x 3" LAG SCREW@~ OF ANGLE (TYP.) NEW STRINGER 9"x 16 Yz" °rlN 'SI" ' -~ L 4 x4 x)'4 x 0'-4" (TYP.) SECTION F-F SCALE: 1" = 1-0" u KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX) EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM King County ERC -RAIL REMOVAL PHASE 1 SHEET 39 OF 45 PROJECT# 1129319 DATE REV# REVISION BY DATE ISSUED APPROVED REVIEWED DRAWN K. KITAMURA 10/2016 ARCH STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND. ARCH. N.A. Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1---------------------------+------1 Christie True, Director BRIDGE #SA-7 DETAILS 52-2 ------···--- -2 <( 'tj" .--l ('(') ('(') .--l .--l I.!) .--l 0 s ('(') o' .--l -O'l 5 u i-: UJ 0 I en .--l ('(') en N .--l .--l / \..9 :s 0 6 <( y .--l <!J 1/l m ...c a.. m > 0 E <!J 0::: m 0::: u 0::: UJ I en .--l ('(') en N .--l .--l G 0::: UJ / Vl f-u UJ -, 0 0::: a.. a.. -u Vl f-u UJ -, 0 0::: a.. _J ~ -a.. <( 6 ro a.. u er: UJ 0 _J 0 LL z -<( 2 0 ro a.. ~ > EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA EXISTING CHAIN LINK FENCE EXISTING CHAIN LINK FENCE EXISTING CURB & ~..; r;;.:~'viV'£:;M DECK (TO REMAIN) (TYP.) 1~ EXISTING ___ _,,.... STRINGER 9"x17" (TO REMAIN) (TYP.) 1 '-9" 3'-10" ~ BRIDGE I EXISTING RAILS -~ r (~O BE REMOVED) SECTION A-A (EXISTING CONDITION) ~ BRIDGE I EXISTING RAILS --, r (~O BE REMOVED) SECTION B-8 (EXISTING CONDITION) EXISTING RAILWAY WOODEN TIES (TO BE REMOVED) 1'-8~" EXISTING RAILWAY WOODEN TIES (TO BE REMOVED) 1'-81" 2 PROJECT MANAGER: ERICA JACOBS DESIGN TEAM DATE REV# REVISION BY DATE ARCH. y STRUCT. ENG. S. JIANG, S.E./ Z'. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND. ARCH. N.A. 10/2016 BROKEN STRINGER (TO REMAIN) . A S2-2 B 52-2 CONTROL POINT 14"0THROUGH BOLT@ QUARTER SPAN (TYP.) CONTROL POINT 11-9 11 11-9 11 14"0 THROUGH --- BOLT@ QUARTER SPAN 15'-6" 12'-0" SEE DETAILS OF NEW BRIDGE RAILING ON SHEET S2-1 NEW STRINGER 9"x16~" 6'-0" EXISTING BALLAST 6" MODIFIED CSBC ~ BRIDGE 4" HMA I 1.5 % EXISTING STRINGER 9"x17" (TYP.) 6'-0" SECTION A-A (FINISHED CONDITION) 15'-6" 12'-0" S E DETAILS OF NEW B IDGE RAILING 0 SHEET S2-1 NEW STRINGER 4"x16~" ~ BRIDGE 6 1-0 11 EXISTING BALLAST 6" MODIFIED CSBC 4" HMA I 1.5 % EXISTING STRINGER 9"x17" (TYP.) SECTION B-8 (FINISHED CONDITION) 1 '-9" 14"0 THROUGH BOLT @ 1 '-0" FROM CAP BEAM, EXACT LOCATIONS OF BOLTS TO BE ADJUSTED AND APPROVED BY /_ THE ENGINEER IN THE FIELD ADD NEW STRINGER 9"x16 ~" BROKEN STRINGER © 1 '-9" B 52-2 KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. /UTILITY LOCA T/ONS ARE APPROX.) King County ERC -RAIL REMOVAL PHASE 1 SHEET 40 OF 45 Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1----------------------------1-------1 Christie True, Director BRIDGE #SA-7 DETAILS 52-3 -2 <( .-I .-I ~ 0l .-I .-I <.O .-I 0 s (Y") C) .-I -Ol ~ ~ N L.lJ ca a.I a:: a:: I 0) .-I (Y") 0) N .-I .-I ,/ (.9 5 0 6 <( y .-I <l) Vl C'C ..s:: a. C'C > 0 E <l) a:: C'C a:: u a:: L.lJ I 0) .-I (Y") 0) N .-I .-I ,/ u a:: L.lJ ,/ \/) 1-u L.lJ --. 0 a:: a. a. -u ,/ Vl 1-u L.lJ --. 0 a:: a. _J ~ -a. <( u ,/ 0 ca a. u ~ L.lJ 0 _J 0 LL. z -<( 2 0 ca a. u ,/ > t,.. .... w m 1-w w :c en w w en C) C) + C") .... CD ~ en w z -...I :c 0 ~ ::E I I \ ~ I I I ' ' "' ' I I l EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA INSTALL MONUMENT CASING (TYP.) --SEE DETAIL D 35 I I I 11060 I \ -------~---------I \),/---.. ,,~/ ,, NE 37TH CT. , / ' PROJECT MANAGER : ERICA JACOBS DESIGN TEAM DATE REV# REVISION BY DATE ARCH. I I 3531 I I STRUCT . ENG. S. JIANG , S.EJ Z. ZHOU , S.E. / / CIVIL ENG. T. ONG, P.EJ W . KAMEDA, P.E. LAND . ARCH. N.A. 10/2016 / I 3797 11023 ~ ,,-// L __ _ / I ------ ,,,.,,. I ------ I I I I I I \ \ I I I \ \ \ NOTES: 0 CHAIN LINK FENCE, SEE DETAIL A, SHEET 33 -o 0 0 0 SPLIT RAIL FENCE, SEE DETAIL B, SHEET 34 X ('";\ EXISTING BOULDER, RELOCATE TO \::.) 1 O' OFFSET E.0.P., 5' CLEAR SPACE BETWEEN (7\ BOULDER, 3 MAN: \::) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD r;;\ REMOVABLE BOLLARD, \::.) SEE DETAIL C, SHEET 35. (;;'\ GRAVEL PAD, TRANSITION FOR \::.,) ROAD-RAIL VEHICLES, SEE DETAIL B, SHEET 32 I,\ FINISHED TRAIL TO CATCH GRADE AT \.:_) THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\ REMOVE RAILS AND WOOD TIMBERS \V AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS / I -- /// I ' I I I I 3799 ' ' (;;\ TRASH RECEPTACLE/ PET WASTE '::..J STATION SEE DETAIL / 3798 I I I END PROJECT (BELLEVUE) \ \ 0 40' 80' SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND 8 KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCA TIO NS ARE APPROX) King County ERC -RAIL REMOVAL PHASE 1 SHEET 31 OF 45 Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY NO\/ 0 3 2016 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1--R-A-I L-. _R_E_M----,-b_V_A_L_P_L_A_N_S _______ ----1-------1 Christie True , Director B E 18 ~ <( <.D '51: 0 ':"1 rl rl <.D rl 0 s ~ rl 0) 5 -0 ~ L.LJ 0 m' rl M O'> N rl rl / \-9 s 0 6 <( ~ (J) Vl (1J ..c CL co > 0 E (J) a:: (1J a:: u a:: L.LJ I O'> rl M O'> N rl rl / u a:: L.LJ / Vl 1-u L.LJ ---, 0 a:: CL CL -~ V1 1-u L.LJ -. 0 a:: CL _J ~ -CL <( ~ 0 Cl'.l CL u ~ L.LJ 0 _J 0 LL z -<( ~ 0 Cl'.l CL ~ > PROVIDE HEAVY GRADING TO RE-SHAPE EXISTING BALLAST SECTION AS REQ'D TO ACCOMMODATE 10' TRAIL SECTION (TYP.) i--@ 10' I I 1-1.5% STD CRUSHED ROCK SECTION NTS ~ 10' TYP. SECTION B-B STD SECTION W/ GRADING NTS TYP. ---------- NOTES: 1. RE-SHAPING OF THE BALLAST SECTION SHALL ONLY OCCUR ON SIDES OF TRAIL (',BSENT OF PROPOSED WOOD RAIL FENCING, WETLANDS, OR DITCHES AS DEFINED ON THE PLANS. 2. RESULTING SIDE SLOPE FOLLOWING HEAVY GRADING MAY NOT EXCEED 2: 1. 3. SEE PLAN SHEET S FOR APPROXIMATE HEAVY GRADING LOCATIONS. ADA TRAIL SURFACING - CRUSHED SURFACING TOP COURSE, FINISHED ELEVATION TO MATCH EXIST. RAILS 3 ----.:::::J 1 . . REMOVE RAILS AND TIES EXIST. RAILS AND TIES TO REMAIN ELEVATION CUT 15' MIN. EXISTING GATE AND TRESTLE 15' MIN. -, CONSTRUCTION NOTES 4. A MINIMUM OF 1 O' OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN FENCES WHEN FENCES ARE INSTALLED ON BOTH SIDES OF TRAIL. PLAN REMOVE RAILS AND TIES EXIST. RAILS AND TIES TO REMAIN CD ® 0 © © ADA TRAIL SURFACING CONSTRUCTION CENTERLINE, SHOWN ON PLAN SHEETS SHALL BE SHIFTED AS REQUIRED (2' MAX) TO CENTER TRAIL ON EXISTING BALLAST SECTION PROVIDE LIGHT GRADING AND ROLL BALLAST TO PROVIDE SMOOTH SURFACE PRIOR TO PLACING CRUSHED SURFACING EXISTING BALLAST GRADE, VARIES INSTALL WOOD RAIL FENCE WHERE INDICATED ON THE PLANS PER DETAILS REBAR CAP STEEL SPIKE 4' O.C. ' ' ' EXIST.~'-...: ROAD/RAIL VEHICLE GRAVEL RAMP R=25' MIN. BALLAST OR NATIVE GROUND WATTLE ® 2:1 MAX SLOPE CONST. ~ WORK ZONE (WHERE APPLICABLE) J LIMITS PER GENERAL NOTES WATTLE OFFSET DOWNSTREAM OF GRADING AREA AND NEW FENCING HIGH VISIBILITY SILT FENCING ALONG WETLAND BOUNDARY STAKE DETAIL EXISTING BALLAST TYPICAL SECTION AND TESC DETAIL © EASTSIDE RAIL CORRIDOR PROJECT# 1129319 DATE ISSUED APPROVED REVIEWED DRAWN K. KITAMURA 10/2016 NTS NOTE INSTALLATION OF WATILES MAY NOT BE REQUIRED IF DETERMINED UNNECESSARY BY THE ENGINEER BASED ON THE CONTRACTOR'S CONSTRUCTION METHODS. PROJECT MANAGER: ERICA JACOBS DESIGN TEAM REV# REVISION BY DATE ARCH. STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND. ARCH. N.A. CONST. GEOTEXTILE FABRIC FOR DRAINAGE~ ,----i-, ,---------1 I I I I I I D I : : I D -r-, 1-1-, -l-1 1.J_ I : I I I I ~I FRAME I I UNDER L L_-:_-:_-:_-_J _J FABRIC PLAN VIEW ~-GRATE RUNOFF FRAME WATER WITH SEDl~.ENT\ GE OTEXTI LE -----''---4.;J.I FABRIC FOR SEDIMENT REMOVAL FILTERED : WATER GRATE OVERFLOW BYPASS ~ , .. ,: ·.,,. -' . MAXIMUM OF 6" OF SEDIMENT ALLOWED TO ACCUMULATE BEFORE CLEANING OR REPLACEMENT DRAINAGE STRUCTURE SECTION D-D INLET PROTECTION NTS 4" -8" GEOTEXTILE AS DIRECTED BY ENGINEER----' STABILIZED CONSTRUCTION ACCESS NTS KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX.) King County ERC -RAIL REMOVAL PHASE 1 s~~ET Department of Natural Resources and Parks OF Parks and Recreation Division NO~ o :i ID\o 45 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 ----------------------------'--------1 Christie True, Director TYPICAL SECTIONS, DETAILS AND TESC -2 <( r--. <? rl ('() rl rl <..O rl 0 s (Y) C) rl -~ -0 ~ LI.I 0 a>' rl ('() 0) N rl rl / \..'.) s 0 6 <( ~ QJ l/l cu ..c 0... cu > 0 E QJ er:: cu er:: u er:: LI.I I 0) rl ('() 0) N rl rl G er:: LI.I V1 1-u LI.I --, 0 er:: 0... 0... -u V1 1-u LI.I --, 0 er:: 0... _J ~ -0... <( ~ 0 co 0... u cc. LI.I 0 _J 0 LL z -<( 2 0 co 0... ~ > END, GATE, OR CORNER POST /.i<--lt _____ __:1-=--0'=MAXc..:...::_. ------,tV j 1 TENSION WIRE POST AND RAIL SPECIFICATIONS I- I (9 _w bI ' ;,i. u a:: [l'.l <( LL PIPE ROLL FORMED SECTION MEMBER NOM. SIZE WEIGHT (SCH. 40) SECTION (LB./FT.) END, CORNER, OR PULL POST 2 Yz" DIAM. 0 5.10 LINE OR BRACE POST 2" DIAM. ® 2.40 BRACE OR TOP RAIL 1 14" DIAM. © 1.35 ~--·-~· ·mm GATE POST 3 Yz" DIAM. WW ~ <') LINE POST"' SPACES @ 1 O' MAX. 3J2" 0 %" FENCE LINE FABRIC LOOPS -® TWO SIDES CHAIN LINK FENCE DETAILS COATED CHAIN LINK FENCE TYPE 6, SEE ABOVE FOR DETAILS NOT TO SCALE END POST (2 J2" DIA) .AAA (TYP.) LINE POST (2" DIA) __'.~Jf>O< (TYP.) EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA FINISHED TRAIL GRADE FINISHED --- TRAIL GRADE \ EDGE TREATMENT DETAILS NOTTO SCALE PROJECT MANAGER: ERICA JACOBS DESIGN TEAM DATE REV# REVISION BY DATE ARCH. STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND. ARCH N.A 10/2016 BRACE POST SLEEVE FABRIC BAND PULL POST"' SPACED @ 1,000' MAX. BRACE TOP RAIL STRETCHER BAR :-; ~ . SELVAGE CONCRETE"' CLASS 3000 POST FABRIC---... BAND- SPACED@ 15" MAX. FABRIC STRETCHER BAR METHOD OF FASTENING STRETCHER BAR TO POST © CHAIN LINK FENCE LINE POST GEOTEXTILE FOR SEPARATION, ROLLED TOP EDGE SECTION (SHOWN FOR ROUND POST) PRESSURE TREATED 2"x8"x10' PIPE STRAP/CLAMP 2 11x8"x8'1 (CUT LENGTH) END POST 2%" OD PIPE STRAP/CLAMP LINE POST 2%"0D PIPE STRAP/CLAMP (CUT LENGTH) CHAIN LINK FENCE BEGIN STATION OFFSET END STATION STA 10+99.5 28.4' LT. STA 14+63 STA 27+83 6.5' LT. STA 30+45 STA 47+00 8.0' LT. STA 49+77 STA113+46 6.0' LT. STA116+98 . STA 119+00 6.0' LT. STA 129+90 STA 129+90 6.0' LT. STA 132+50 STA 141+50 6.0' LT. STA 145+69 STA 155+30 6.0' LT. STA 166+25 STA 155+75 6.0' RT. STA 159+50 STA 163+30 6.0' RT. STA 165+20 STA 167+10 6.0' LT. STA 178+50 STA 167+50 6.0' RT. STA 169+50 STA 170+40 6.0' RT. STA 173+30 STA 182+71 6.0' LT. STA 183+50 STA 184+20 6.0' LT. STA 190+15 STA 198+00 6.0' LT. STA 201+03 STA201+90 6.0' LT. STA 203+10 STA 214+90 6.0' LT. STA 223+05 STA215+00 6.0' RT. STA 223+10 STA 239+00 6.0' LT. STA 245+00 STA 252+90 6.0' LT. STA 257+50 STA 254+00 6.0' RT. STA 257+00 STA 263+50 6.0' LT. STA 265+95 STA 272+70 6.0' LT. STA 277+42 STA 296+50 6.0' LT. STA 306+50 STA 606+20 6.0' RT. STA 610+20 EDGE TREATMENT EDGE TREATMENT King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section ERC -RAIL REMOVAL PHASE 1 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY OFFSET LENGTH 6.0' LT. 377' 6.5' LT. 262' 8.0' LT. 278' 22.0' LT. 369' 6.0' LT. 1090' 6.0' LT. 260' 6.0' LT. 420' 6.0' LT. 1,092' 60' RT. 376' 6.0' RT. 191' 6.0' LT. 1,143' 6.0' RT. 200' 6.0' RT. 290' 6.0' LT. 79' 6.0' LT. 593' 6.0' LT. 304' 6.0' LT. 120' 7.0'LT. 812' 6.0' RT. 812' 6.0' LT. 602' 6.0' LT. 462' 6.0' RT. 300' 6.0' LT. 245' 6.0' LT. 470' 6.0' LT. 1,001' 6.0' RT. 402' 8 I . KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX.) SHEET 33 OF 45 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1---------------------------4--------1 Christie True, Director CHAIN LINK FENCE DETAILS -2 <{ l.() N ,:..; ('(\ ,:..; .-I <.O .-I 0 N ~ (Y) C) .-I di ;$ -0 !:Li 0 I O') .-I ('(\ O') N .-I .-I / t..'.J 5 0 6 <{ ~ <lJ V, (Cl ..c 0.. (Cl > 0 E <lJ 0::: (Cl 0::: u 0::: LLJ I O') .-I ('(\ O') N .-I .-I / u 0::: LLJ ~ 1-u LLJ --. 0 0::: 0.. 0.. _, u ~ 1-u LLJ --. 0 0::: 0.. _J ~ _, 0.. <{ u 6 co 0.. ~ LLJ 0 _J 0 LL z 4: 2 0 co 0.. u / > k /I NOTES: 1. CRITICAL AREA SIGNS WILL BE SUPPLIED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR 2. MOUNT SIGN FACING THE TRAIL ON POSTS USING THE TRAIL SIGNAGE DETAIL AT APPROXIMATELY 150 FOOT INTERVALS. 3. SIGN LOCATION MAY BE ADJUSTED TO SUIT SITE CONDITIONS . ~- r-- APPROXIMATE CRITICAL AREA SIGN LOCATIONS STATION 12+70 121+40 14+10 122+90 15+50 124+40 16+90 125+90 18+30 127+40 19+70 128+85' 21+10 130+30 22+50 131+75 23+90 133+20 25+10 203+50 26+15 204+90 27+20 206+30 49+60 207+70 50+85 209+10 52+10 210+45 53+90 230+40 55+35 231+65 56+80 232+90 118+40 234+10 -~ 119+90 235+30 CRITICAL AREAS SIGN DETAIL A EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA DATE SIGN SUPPLIED BY OWNER FOR INSTALLATION BY CONTRACTOR (40 PLACES) PROJECT MANAGER: ERICA JACOBS REV# REVISION BY DATE 10/2016 DESIGN TEAM ARCH. STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, PE./ W. KAMEDA, P.E. LAND. ARCH. N.A 18" TRAIL RULES Keep the trail safe and enjoyable for all! Observe the following rules for use of facilities. King County Code 7.12.295 • No motorized vehicles allowed on trail. • Obey the 15 MPH speed limit. • Stay on trail; respect private property. • Pass on left; use bell or voice. • Yield to traffic where signage indicates. • Use lights and reflectors at dawn or dusk. • Trail is closed 1/2 hour after sunset and opens 1 /2 hour before sunrise. • Keep pets on leash. Obey scoop laws. • Respect others; share the trail. Enjoy your trail. Thank You TRAIL RULES SIGN SIGN SUPPLIED BY OWNER FOR INSTALLATION BY CONTRACTOR (11 PLACES) TOP OF SIGN TOP OF POST ~--SIGN PANEL COMMERCIAL ~~, CONCRETE, 3,000 PSI MIN. GRAVEL BACKFILL FOR DRAINS PER WSDOT STD. SPEC 9-03.12(4) PER MUTCD 4"x4" (NOM.) TREATED TIMBER SIGN POST PER WSDOT STD. SPEC 9-28.14(1) (0 w b z z <( -' a. w w Cl) b ' C') b _, ~ STATION OF ROAD CROSSING 27+50 43+50 63+60 72+35 ~- 93+75 135+00 153+20 182+50 191+30 193+40 201+20 365+50 381+50 397+00 1" DIAM. WASHER, NYLON 1" DIAM. FLAT WASHER, STEEL, GALV. 3/8" x 3" HEX LAG SCREW, STEEL, GALV. SIGN PANEL 8" X 1-7s" X ~5" PLASTIC SHIMS (8,000 PSI LOAD BEARING MAX., EZ SHIM OR EQUAL) TO TUBE AT ALL FOUR FACES, (TYP.) =('"' (0 . TRAIL RULES SIGN LOCATIONS TRAIL/ ROAD CROSSING MOUNTAIN VIEW AVE N LAKE WASHINGTON BLVD AT N 34TH ST. -~ LAKE WASHINGTON BLVD AT N 41ST ST (WELLS AVE) N 43RD PL (SIGN FOR SOUTHBOUND TRAVEL ONLY) -- SEAHAWKS WAY/RIPLEY (FOR NORTHBOUND TRAVEL ONLY) HAZELWOOD LN SE AT 106TH AVE SE PLEASURE POINT LN SE AT 5600 BLOCK -- SE 50TH PL (LAKEHURST) LAKE WASHINGTON BLVD SE ----- BAGLEY LN LAKE WASHINGTON BLVD SE SE 5TH ST SE 1ST ST NE 4TH ST DRILL PILOT HOLES FOR LAG SCREWS .....-.--TIMBER POST HSS 5" X 5" X YJ5" ASTM A500 (GALV.) NOTES: 1. USE 7' MOUNTING HEIGHT FOR TRAFFIC SIGNS ALONG ROADWAYS, SEE SPECIFICATIONS. 2. USE 5' MOUNTING HEIGHT FOR TRAIL SIGNS, TRAIL RULES AND CRITICAL AREAS SIGNS. 3'-0" MIN. 6'-0" MAX. (TYP.) TRAIL NOTES: = 0.: 5' >- l!) I- 1. STAKE SIGN LOCATIONS FOR APPROVAL. 2. SEE SHEET 33 FOR SIGN SCHEDULE. • ' UNDISTURBED SUBGRADE ALL MATERIALS SHALL MEET THE REQUIREMENTS OF WSDOT STD. SPEC TRAIL SIGNAGE DETAIL 9-28. B u KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX.) King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section . NOT TO SCALE ERC -RAIL REMOVAL PHASE 1 \-\()'.J \) '3 '/IJ\b RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEET 34 OF 45 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 t---------------------------1--------1 Christie True, Director SPLIT RAIL FENCE & SIGN DETAILS -2 <( rl :I: rl rn rl rl ID rl 0 s rn Cl rl en 5 -a ~ 0 I (J) rl rn (J) N rl rl / \..9 5 0 6 <( y rl (]) Vl ro ..s:::. Cl.. ro > 0 E (]) ex:: ro ex:: u ex:: u.J I (J) rl rn O'I N rl rl / u ex:: u.J V) t-u u.J --, 0 ex:: Cl.. Cl.. -u / Vl t-u u.J --, 0 ex:: Cl.. _J ~ -Cl.. <( 6 co Cl.. u ~ u.J 0 _J 0 LL z -<( 2 0 co Cl.. ~ > REMOVABLE BOLLARD PROVIDED BY KING COUNTY, INSTALLED BY CONTRACTOR-----,-----.. 3 ROWS OF RED REFLECTOR TAPE ALL SIDES OF BOLLARD, (TYP.) (BY KING COUNTY) --~ SLOPE TO DRAIN AWAY FROM POST DIRECTION OF TRAVEL HSS 4"x4"x3/16" THK ASTM A500. POWDER W11-15 (ROADWAYS), W5-1 (DRIVEWAYS) W11-15P ""IT W16-2aP W11-1 (ROADWAYS), W1-1 (DRIVEWAYS) W16-7P ""IT EXIST. DRIVEWAY/ROAD ASPHALT APRON AND EDGES NOTES: 1. DRIVEWAYS SHALL REMAIN OPEN TO LOCAL ACCESS AT ALL TIMES. 2. FOR SIGN SIZES, REFER TO MUTCD. 3. SIGN SPACING MAY BE ADJUSTED/REDUCED TO ACCOMMODATE DRIVEWAY APPROACHES. 4. EXISTING RAILS WITHIN ROADWAYS AND DRIVEWAYS TO REMAIN EXCEPT AS NOTED ON PLANS. ffi 5'0" TRAIL RULES ~ - PER DETAIL 'i 2% MAX (TYP.) ----... COATED WHITE. (BY KING COUNTY) FINISHED GRADE 20'-0" FILL FLANGEWAY GAPS PER SPEC SECTION 5-05.3(9) 20'-0" 3 MAN BOULDER, TYP. GRAVEL BACKFILL FOR DRAINS PER WSDOT STD. SPEC 9-03.12(4) ALLOW ONE WEEK MINIMUM FOR CONCRETE WITH BASE SECTION INSTALLED TO CURE PRIOR TO POST INSTALLATION 0 UJ 0 ' Ct'. 9o "1" LL C) ' -.,..- 2 0 HSS 5"X5"XY-J5" ASTM A500 (GALV., PROVIDED BY W2-1 p -i-'-1-----\c~ Kl NG COUNTY) #5 RE BAR AT 4 -----,h LOCATIONS WELDED TO HSS 5"X5" BASE SECTION (PROVIDED BY KING COUNTY) -..-,,·,::::::'.:'.:::'.::-"-Ll1-Lefi-l_ rT~- 1 I j ! 0 ·. · I 1· ·:I I' . ' · I . .:I I . , q . .4 (2) 1" DIA DRAIN HOLES W/ 1" PVC DRAIN PIPE DAYLIGHT INTO GRAVEL BACKFILL FOR DRAINS ' ...J --~(2---- .,..-I- SECTION VIEW ENLARGED VIEW REMOVABLE BOLLARD DETAIL A GRAVEL EDGE TRIAL EDGE 3 MAN BOULDER, TYP. REMOVABLE ----. CENTER BOLLARD --- 3 MAN BOULDER, TYP. TRAIL EDGE GRAVEL EDGE a. >-UJ I-0 (/) (/) Ct'. (/) UJ s ~ (/) -Ct'. ~ UJ LL Ct'. <( ...J...JOUJa. 0 z UJ I>-::) a. ' (/) I-aJ 0 0 -' ~ ~ a. >-UJ I-0 (/) (/) Ct'. (/) UJ s ~ (/) -Ct'. ~ ::l ~ Ct'. <{ ...JZUJUJC.. ~::,a.~>-o ([)OW ' L() BOLLARD PLAN LOCATION DETAIL NOT TO SCALE 0 UJ LL 0 UJ a. (/) (/) <( I I- 0 s ...J <{ 0:: I- NOT TO SCALE 2 ::) 2 z 2 0 -' ~ BALLAST PET WASTE STATION PER SPEC SECTION 8-32 TRASHBIN / PET WASTE STATION LOCATIONS LTRASH RECEPTACLE, PER SPEC SECTION 8-32. CHANGED TO PET WASTE STATION POST PLAN EDGE OF TRAIL APPRX STATION ON PLANS 25+40 50+50 66+00 97+00 136+30 155+00 185+00 200+00 377+50 SIDE OF NEAREST ROAD CROSSING TRAIL MOUNTAIN VIEW AVE N WEST ACCESS FROM N 37TH ST. OR N 41ST ST. EAST N 41ST ST. EAST VMAC NORTH DRIVEWAY EAST HAZELWOOD LN SE AT 106TH AVE SE WEST PLEASURE POINT LN SE AT 5600 BLOCK EAST ~-- SE 50TH PL (LAKEHURST) EAST LAKE WASHINGTON BLVD SE EAST SE 5TH ST. WEST TRASH RECEPTACLE & PET WASTE STATION (9 PLACES) ORIENT THE FRONT OF THE RECEPTACLES TOWARD THE TRAIL EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM PROJECT# 1129319 DATE REV# REVISION BY DATE ARCH. ISSUED STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. APPROVED CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. REVIEWED LAND. ARCH. N.A. DRAWN K. KITAMURA 10/2016 -1--- REMOVABLE CENTER --+--BOLLARD, TYP. , ...J _J ---1 -------~ ;'2-~~ 3 MAN BOULDER, .,.... 1-t- _ _,___~ 0 .,..-t----+--'t--,t---------1 I I ~ ROAD ..0... W11-1 (ROADWAYS), W1-1 (DRIVEWAYS) W16-7P ...D.... i TYP. h TRAIL RULES ffi 5'-0" t-' PER DETAIL 34 EXISTING DRIVEWAY OR INTERSECTION W11-15 (ROADWAYS), W5-1 (DRIVEWAYS) W11-15P PLAN W16-2aP EXIST. DRIVEWAY/ROAD ASPHALT APRON AND EDGES AT GRADE CROSSING DETAIL ADA TRAIL SURFACING 10" 4 5/8" NOTTO SCALE R=5 1/4" / . R=4 3/4" f 3/8" 1/2" 2" MIN. NOTE 4 ASPHALT CONG. PAVEMENT ~~-~ .. ':": •. ,.~;!":" .. :..i._ -~~-...... ,+-''---~-UJ ·-. '"" '.% : '.." ..... , _ ....... __... ... , · .. ,. ·.·. '. R=5 3/4" J •• •,·! • ..· • .i ' I-.'· UJ\·· 0:: .. ·. () !·. z .~: o·-·. 0 .. :',. 0'::. o...::· .. ... CRUSHED BASE COURSE--~ NOTES ON TRAIL@ DRIVEWAY -INTERSECTION WARNING 2-1 SIZE 18"x18" ON DRIVEWAY@TRAIL CROSSING -STOP -STOP AHEAD R1-1 W5-1 ON MAJOR ROADWAY SIZE 30"x30" 30"x30" SIZE -COMBINATION BIKE PED CROSSING TRAIL CROSSING (PLAQUE) W11-15 W11-15P W16-2aP XX"xXX" -COMBO BIKE, PED, TRIAL CROSSING & DUAGHOD PLAQUE 3/16" 1. CASTINGS SHALL BE GRAY IRON ASTM A48, AASHTO M 105, CLASS 30. 1/4" SECTION OF LETTER I 6 11 I _v ~-v /I /I SECTION 2. COVER AND SEAT $HALL BE MACHINED FOR PERFECT CONTACT AROUND CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 3. APPROXIMATE WEIGHTS, STANDARD. CASE 60 LBS COVER 19 LBS TOTAL 79 LBS 4. PAVEMENT SHALL BE HOT MIX ASPHALT OR APPROVED SUBSTITUTE. 5. CONCRETE SHALL BE CLASS 4000. PLAN OF COVER N ft ---~-,-1' BRASS DISC PLAN OF MONUMENT SURVEY MONUMENT W/ CASE AND COVER D NO\/ o 3 2016 NOTTO SCALE King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section ERC -RAIL REMOVAL PHASE 1 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEET 35 OF 45 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1-----------------------------1------~ Christie True, Director TYPICAL SECTIONS AND DETAILS -2 <( ('() i.n .-t ':'-l .-t .-t '° .-t 0 s ('() C) rl -0) 3: -q N UJ co 0..1 er::'. er::'. (j)I .-t ('() (j) N .-t rl ./' (.9 3 0 6 <( ~ rl (l.J Vl (tl ..c 0.. (tl > 0 E (l.J er::'. (tl er::'. u er::'. UJ I (j) .-t ('() (j) N .-t .-t c; er::'. UJ ./' Vl t-u UJ --0 er::'. 0.. 0.. ...... ~ t-u UJ --0 er::'. 0.. ...J ~ ...... 0.. <( u ./' 0 co 0.. u ~ UJ 0 ...J 0 LL z ...... <( 2 0 co 0.. ~ > STA. I I !--- I ~ ~ ~ REMOVAL OF- DOUBLE TRACKS - EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA I I / / / I I \ I I I \ DATE 10/2016 INSTALL MONUMENT CASING (TYP.) 1 I I I '.I I I I I I I ALLOWABLE STORAGE/~ , --// STAGING AREA '~ , I '.I I I ~-- ' PROJECT MANAGER: ERICA JACOBS REV# REVISION BY ' . I " I ,L, ............. ,,.........._ \ - I I I /; I I I I -"-.. ---------------~-\ \ ' ~ - I ~ \ DATE \ I I \ DESIGN TEAM ARCH . \ STRUCT. ENG . S. JIANG , S.E./ Z. ZHOU , S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA , P.E. fJ!~ • ~ ~. ·ALLOWABLE STORAGE/. STAGING AREA ' King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section I I I I I I I I I 0 0 40' 80' 40' 80' NOTES: r;\ CHAIN LINK FENCE, SEE DETAIL A, \.:_J SHEET 33 -o o O>--- (";;'\ SPLIT RAIL FENCE, SEE DETAIL 8, \::.) SHEET 34 x ---- (';\ EXISTING BOULDER, RELOCATE TO \::.) 10' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN ('";'\ BOULDER, 3 MAN: '::..J 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD ~ REMOVABLE BOLLARD, \::.) SEE DETAIL C, SHEET 35. /c\ GRAVEL PAD , TRANSITION FOR \:::...) ROAD-RAIL VEHICLES, SEE DETAIL B, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\ REMOVE RAILS AND WOOD TIMBERS \:::...) AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS In\ TRASH RECEPTACLE/ PET WASTE \V STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND u KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATION S A RE APPROX) ERC -RAIL REMOVAL PHASE 1 SHEET 25 OF 45 NO\/ 0 3 20\ RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS LAND . ARCH. N.A 201 S. Jackson St., Suite 700, Seattle, WA 98104 i---------------------------+-------t Christie True , Director RAIL REMOVAL PLANS BE12 -O'l ~ -q N w co c..l 0::: 0::: (5)1 .--l M (j) N .--l .--l / (..'.J 5 0 6 <( ~ (JJ VJ C'O .s:::. c.. C'O > 0 E (JJ 0::: C'O 0::: u 0::: w I 0) .--l (V") (j) N .--l .--l / u 0::: w (n t-u w a 0::: c.. c.. -u / l/'l t-u w -, 0 0::: c.. .....J <( 1--CL <( ~ 0 co c.. ~ w 0 .....J 0 LL z -<( ~ 0 co CL u <. > I \ \ \ \ N \ -w CD I-w w :::c: U) w w U) c:, c:, + N co M <( I- U) w z -..J :::c: (.) !:;: :::!!: \ \ \ ' ' ' ALLOWABLE STORAGE/· , STAGING AREA '-----R/W-------, ~ 1 103 ~ \ \ '2!, \ \ \ ~ \ \ \ I \ \ \ I \ \ . \ I \ \ \ ' ', , ,-·-----"____._.,--11 RAIL REMOVAL 1-I ----------------· I I \ ' ' ,, .,,..------,... ___ I ........ 11660 \ \ I \ I I \ --............. ........ \, .......... 11747 ',,. \ ' ' ' \ ' ' • ' ' CONSTRUCTION ACCESS NOT ALLOWED FROM , NE 4TH ST . ' ' \ I \ i------"r-RAIL ALREADY --t----t BEGIN RAIL REMOVAL REMOVED TO THE NORTH \ ----------1 END OF RAIL REMOVAL FROM THE SOUTH 1---~------1-i 1-w w :::c: U) U) -:::c: s I- C:, c:, + -~ ~ U) w z -..J :::c: (.) !:;: :::!!: \ I \ EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED DATE PROJECT MANAGER: ERICA JACOBS DESIGN TEAM REV# REVISION BY DATE ARCH . STRUCT. ENG . S. JIANG, S.E./ Z. ZHOU , S.E. CIVIL ENG. T. ONG, P E./ W KAMEDA, P E. \ ' \ \ \ King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section 1-w w :::c: U) ~,.,,,,. U) -:::c: I- C:, c:, + -0, M ~ U) w z -..J :::c: (.) !:;: :::!!: a 0 0 z r • 40' 80' \ I I 9 \ a 0 \ \ I ;aC • 40' NOTES: ('-;\ CHAIN LINK FENCE, SEE DETAIL A, \_V SHEET 33 --o o 01--- ('";;\ SPLIT RAIL FENCE, SEE DETAIL 8, \:;_) SHEET 34 -x ---- (";\ EXISTING BOULDER, RELOCATE TO \::_) 1 O' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN IA\ BOULDER , 3 MAN: \.2) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD r;;'\ REMOVABLE BOLLARD, \..:::_J SEE DETAIL __ /c\ GRAVEL PAD, TRANSITION FOR \V ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 (,\ GRADE FINISHED TRAIL TO CATCH \:_J GRADE AT THE EDGE OF THE EXISTING SIDEWALK ALONG NE 4TH ST. TRAIL GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. THERE SHALL BE NO DAMAGE TO THE EXISTING SIDEWALK. lo\ REMOVE RAILS AND WOOD TIMBERS \.::_J AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS (;;\ TRASH RECEPTACLE/ PET WASTE \:....J STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND ,. 80' KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LO CATION S ARE APPROX) ERC -RAIL REMOVAL PHASE 1 SHEET 26 OF 45 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS REVIEWED LAND . ARCH. N.A. 201 S . Jackson St., Suite 700, Seattle, WA 98104 i---------------------------+------1 DRAWN K. KITAMURA 10/2016 Christie True , Director RAIL REMOVAL PLANS BE13 -~ <( O"') Lf"'I N ~ .-I .-I \.D .-I 0 ~ .-I ~ .-I -~ "1:! N LU co c...' er::: er::: O"'ll .-I rn O"') N .-I .-I 6 5 0 6 <( u ~ QJ V) ('t) ..c: 0... ('t) > 0 E QJ er::: ('t) er::: u er::: LU I O"') .-1 rn O"') N .-I .-I / u er::: LU vi" f-u LU a er::: 0... 0... -u vi" f-u LU -, 0 er::: 0... _J <( f--0... <( u 6 co 0... ~ LU 0 _J 0 LL z -<( ~ 0 co 0... u / > M -w m 1-w w :c U) w w U) Q Q + Q * w z -... :c ~ :E 4 ~ uJ ~ t 0 ~ 2 I I I I I I EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA I I I I I I I I DATE 10/2016 430 I I I I I I I I I I I I END OF RAIL REMOVAL FROM THE SOUTH CJ) CJ) mm 0 0 , . . ' INSTALL MONUMENT CASING (TYP.) SEE DETAIL ffi I I I 0 I I I I I I I I I I I I I I I I ~(Q) \ __ ..__,___ ______ _._., _____ ~_ ------------t _J . ,. ; .. ·~ ., I I I I I I !------ / ----------/ 7 7 L _______ _L __ ------~ I I I I I I 1-w w :c U) U) -:c I- Q Q + 0) Q . "'l:t ~ U) w z -... :c ~ ~ n 0 \ 80' 0 40' 80' NOTES: '1\ CHAIN LINK FENCE, SEE DETAIL A, \..!_} SHEET 33 -o o O>--- r:;\ SPLIT RAIL FENCE, SEE DETAIL B, \::_) SHEET 34 x ---- 0 EXISTING BOULDER, RELOCATE TO 10' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN IA\ BOULDER, 3 MAN: \.:.) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD (";'\ REMOVABLE BOLLARD, \:::J SEE DETAIL C, SHEET 35. fc\ GRAVEL .PAD, TRANSITION FOR \::) ROAD-RAIL VEHICLES, SEE DETAIL B, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. ,-;;\ REMOVE RAILS AND WOOD TIMBERS \::._J AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT 98" MINUS PER SPECIFICATIONS In\ TRASH RECEPTACLE/ PET WASTE \.:..) STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND 8 I r I I I ------------------~-_j__ ______ 1 , KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCA T/ONS ARE APPROX) PROJECT MANAGER: ERICA JACOBS DESIGN TEAM REV# REVISION BY DATE ARCH STRUCT. ENG. S. JIANG , S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, PE. LAND. ARCH. N.A. King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section ERC -RAIL REMOVAL PHASE 1 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEET 27 OF 45 SHEETS 201 s. Jackson St., Suite 700, Seattle, WA 98104 1--------------------------,---B-E_1_4_, Christie True, Director RAIL REMOVAL PLANS .- 2 <( 0 (V) (V) <:'l rl rl <-0 rl 0 s (V) C) rl O'l :s: -q N u.J co (l_l 0::: 0::: I O') rl ('I") O') N rl rl / 1,.9 s 0 6 <( ;:!. rl QJ l/l C1J ..c (l_ C1J > 0 E QJ 0::: C1J 0::: u 0::: u.J I O') rl ('I") O') N rl rl / u 0::: u.J V) f-u u.J ---0 0::: (l_ (l_ -u / l/) f-u u.J a 0::: a.. _J <( f--(l_ <( u 6 co (l_ u ~ u.J 0 _J 0 LL. z ..... <( 2 0 co a.. ;:!. > EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA 11959 I I I I . I I I I I I I I I I I I I Ii I I / / / / ~(Q) / / / / / / / / / / / / / / / I PROJECT MANAGER: ERICA JACOBS DATE REV# REVISION BY DATE 10/2016 STA. 404+35 TO STA. 471 +50 DESIGN TEAM ARCH. STRUCT. ENG . S. JIANG , S.E./ Z . ZHOU, S.E. CIVIL ENG . T. ONG, P.E./ W KAMEDA, PE LAND. ARCH. N .A. I I I I ' ' ~--·~--~--~--~--~--~--~--~- 1-w w :c u, u, -:c I- C:, c:, + M ~ ~ u, w z :::i :c 0 ~ == 0 \ ~ 40' / / / 11550 FOR CITY OF BELLEVUE PROJECT UNTIL FEB 20171----------i 80' 0 NOTES: Ii\ CHAIN LINK FENCE, SEE DETAIL A, \.:_,} SHEET 33 -o o 01---- r:;\ SPLIT RAIL FENCE, SEE DETAIL 8, \::.) SHEET 34 x ---- (';\ EXISTING BOULDER, RELOCATE TO \::..J 10' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (";'\ BOULDER, 3 MAN: \2) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD /c\ REMOVABLE BOLLARD, \::..J SEE DETAIL C, SHEET 35. /c\ GRAVEL PAD, TRANSITION FOR \::_; ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\ REMOVE RAILS AND WOOD TIMBERS \::_; AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT %" MINUS PER SPECIFICATIONS (';;\ TRASH RECEPTACLE/ PET WASTE \V STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND 40' 80' KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCA TION S ARE APPROX.) King County ERC -RAIL REMOVAL PHASE 1 SHEET 28 OF 45 Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1----------------------------+-------1 Christie True , Director RAIL REMOVAL PLANS BE15 2 <( (j\ 0 I..() <:'l .-f .-f <.D .-f 0 s N') C) .-f -01 ~ '1:! N LU co I CL o:'. o:'. I (j\ .-f rn (j\ N .-f .-f / (.,9 ~ 0 6 <( u ;::;- (!J VJ ro ..c. CL ro > 0 E (!J o:'. ro o:'. u o:'. LU I (j\ .-f rn (j\ N .-f .-f u o:'. LU / V) t-u LU -, 0 o:'. CL CL -u v, t-u LU -, 0 o:'. CL _J ~ -CL <( u / 0 co CL u ~ LU 0 _J 0 LL z -<( 2 0 co CL u <. > It) -w al t:i w ::c U) w w U) 0 0 + N ~ <( t; w z -...I ::c 0 ~ ::E I I / I / I -. --------R .._- ti ·w ::c U) ~ ::c l-o 0 + -~ <( t; w :z ::i ::c 0 ~ :E I /~--. EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPR OVED REVI EWED DRAWN K KITAMURA 2626 ........ " ....... ' ... ... " ' '- ~--- PROJECT MANAGER: ERICA JACOBS DATE REV# REVISION BY DATE 10/2016 ' ' " ---- DESIGN TEAM ARCH. ' ' -~ STRUCT . ENG. S. JIANG , S.E./ Z . ZHOU , S.E. CIVIL ENG. T . ONG , PE./ W. KAMEDA, P.E . LAND. ARCH. N.A. I l I I I / I I I I I I I I I I I I 1-w w :c Cl) Cl) -i= -co "lli:t' ~ Cl) w z -_, :c ~ : 0 40 ' 0 40' 80' 80' NOTES: '1\ CHAIN LINK FENCE, SEE DETAIL A, ~ SHEET 33 -o o 0\--- r:;\ SPLIT RAIL FENCE, SEE DETAIL 8, \.::.) SHEET 34 x ---- (';\ EXISTING BOULDER, RELOCATE TO \.::J 10' OFFSET E.O .P., 5' CLEAR SPACE BElWEEN (A\ BOULDER, 3 MAN: \.2) 5' CLEAR SPACE BElWEEN BOULDER OR TO BOLLARD ('";;\_ REMOVABLE BOLLARD, \.::J SEE DETAIL C, SHEET 35. /c\ GRAVEL PAD, TRANSITION FOR \::.) ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 r.:;\ FINISHED TRAIL TO CATCH GRADE AT \.:_J THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\ REMOVE RAILS AND WOOD TIMBERS \V AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % n MINUS PER SPECIFICATIONS In\ TRASH RECEPTACLE/ PET WASTE \..:_) STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND u KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCA TION S ARE APPROX) King County ERC -RAIL REMOVAL PHASE 1 s~~ET Department of Natural Resources and Parks OF Parks and Recreation Division 45 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1----------------------------'--------1 BE16 Christie True, Director RAIL REMOVAL PLANS (0 .... :, E (0 ...., ..:,,t_ ..:,,t_ -2 <( 00 0! I.O 0! rl rl I.O rl 0 s m ---0 rl ~ -0 N LU cc 0...1 0::: 0::: I O') rl m O') N rl rl c5 5 0 6 <( ~ Q) l/l (0 ..c 0... ~ 0 E Q) 0::: (0 0::: u 0::: LU I O') rl m O') N rl rl G 0::: LU V1 t-u LU -, 0 0::: 0... 0... ...... u V1 t-u LU -, 0 0::: 0... _J <( t- o-< 0... <( u 6 co 0... ~ LU 0 _J 0 LL z <( 2 0 co 0... u -:---: > CD -w al EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA DATE 10/2016 I I I I I I PROJECT MANAGER: ERICA JACOBS REV# REVISION BY DATE y I I I I I I I f , . I I J /--------------------------------------- \ \ \ \ \ I -----------~ I I DESIGN TEAM ARCH. King County I STRUCT. ENG . S . JIANG , S .E./ Z. ZHOU , S.E. Department of Natural Resources and Parks CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. Parks and Recreation Division Capital Projects Section .... w w :::c Cl) Cl) -:::c .... 0 i ""=S' 0 CD ~ U) w z -...I :::c 0 ~ :E z 0 a_.__ 4 n 40' 80' 0 40' NOTES: r-:;\ CHAIN LINK FENCE, SEE DETAIL A, \._V SHEET 33 --o o Or-- (':;\ SPLIT RAIL FENCE, SEE DETAIL 8, \::..) SHEET 34 x ---- (';\ EXISTING BOULD. ER, RELOCATE TO \::._) 1 O' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (7\ BOULDER, 3 MAN: ~ 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD (';\ REMOVABLE BOLLARD, \::._) SEE DETAIL C, SHEET 35. © GRAVEL PAD, TRANSITION FOR ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 I,\ FINISHED TRAIL TO CATCH GRADE AT \.:_) THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. © REMOVE RAILS AND WOOD TIMBERS AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS (";;\ TRASH RECEPTACLE/ PET WASTE \:..J STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND ao· KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX.) ERC -RAIL REMOVAL PHASE 1 SHEET 30 OF 45 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS LAND. ARCH. N.A 201 S. Jackson St., Suite 700, Seattle, WA 98104 1---------------------------+-------t Christie True, Director RAIL REMOVAL PLANS BE17 -2 <( M <:'! LJ"l rl rl rl ID rl 0 N ~ M C) rl -0) ~ ""O .-i UJ a:i a..' a:: a:: I O'\ rl M O'\ N rl rl 6 5 0 6 <( ~ (lJ l/l ro ..c 0.. ~ 0 E (lJ a:: ro a:: u a:: UJ I O'\ rl M 0) N rl rl u a:: UJ / V1 1--u UJ -, 0 a:: 0.. 0.. -u V) 1--u UJ a a:: . 0.. ....J <( I--0.. <( 6 a:i 0.. u & UJ 0 ....J 0 LL z -<( 2 0 a:i 0.. ~ > \ 8 EASTSIDE RAIL CORRIDOR PROJECT# 1129319 DATE ISSUED APPROVED REVIEWED DRAWN K. KITAMURA 10/2016 \ \ \ \ 6 I I I _,.,. 4 J..--- PROJECT MANAGER : ERICA JACOBS REV# REVISION BY DATE -INSTALL MONUMENT CASING (TYP.) SEE DETAIL ffi. 0 4304 DESIGN TEAM ARCH. STRUCT . ENG. S . JIANG , S .E./ Z. ZHOU , S .E. CIVIL ENG . T. ONG , P.E./ W. KAMEDA , P .E. LAND. ARCH . N .A I \ \ \ I \ \ \ I \ \ 0 40' \ 80' NOTES: '1\ CHAIN LINK FENCE, SEE DETAIL A, \.}_) SHEET 33 -o o o._ __ r:;\ SPLIT RAIL FENCE, SEE DETAIL 8, \_V SHEET 34 x ---- (";\ EXISTING BOULDER, RELOCATE TO \:::.) 1 O' OFFSET E.0.P., 5' CLEAR SPACE BETWEEN (7\ BOULDER, 3 MAN: ~ 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD (";;\ REMOVABLE BOLLARD, \:::_) SEE DETAIL C, SHEET 35. (;;;\ GRAVEL PAD.. TRANSITION FOR \V ROAD-RAIL VEHICLES, SEE DETAIL B, SHEET 32 I,'\ FINISHED TRAIL TO CATCH GRADE AT \:_) THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. (;;\ REMOVE RAILS AND WOOD TIMBERS \::._J AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS THIS SECTION (BETWEEN EXIST. GATES) STA. 223+10 TO STA. 228+25 In\ TRASH RECEPTACLE/ PET WASTE \V STATION SEE DETAIL I I I .L I I --- I I I I I I / / / 118TH AVE SE I I I I I I I I ' 0 40' 80' SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND 8 KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS AR E APPROX) KingCounty ERC -RAIL REMOVAL PHASE 1 s~~ET Department of Natu ral Resources and Parks NO\/ 0 3 2G'-~ OF Parks and Recreation Division · 45 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St, Suite 700, Seattle, WA 98104 1----------------------------'--------1 Christie True , Director RAIL REMOVAL PLANS BE6 -z <( 'Sj" I.I'\ I.I'\ .--I .--I .--I \.0 .--I 0 s rn Cl .--I 0'1 $'. -q .--I LlJ co a..' 0::: 0::: en' .--I rn en N .--I .--I ,/ I...!) s 0 6 <( ~ (I) Vl ro .c a.. ro > 0 E (I) 0::: ro 0::: u 0::: LlJ I en .--I rn en N .--I .--I u 0::: LlJ ,/ \/) f-u LlJ ~ 0 0::: a.. a.. -u VJ f-u LlJ ~ 0 0::: a.. ....I <( f--a.. <( u 6 co a.. u ~ LlJ 0 ....I 0 LL. z ~ z 0 co a.. ~ > ------ 118TH AVE SE ------ -----I ~--- 1-w w ::c Cl) Cl) -::c l-o 0 + ...... "'1:1' N ~ Cl) w z :J ::c 0 ~ :E I \ \ \ EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVI EWED DRAWN K. KITAMURA I \ I PROJECT MANAGER: ERICA JACOBS DATE REV# REVISION BY 10/2016 -------- ---------- \ I DATE y I I I I DESIGN TEAM ARCH . I I I \ STRUCT . ENG . S. JIANG , S .E./ Z . ZHOU , S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND. ARCH . N.A I --------- King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section 0 40' --T-- -- I I I ftJ QJ ,_ UJ UJ ~ (I) f:j (I) 0 C) + ~ ~ (I) UJ 2: -_, ~ ~ : 0 40' 80' 80' NOTES: 11\ CHAIN LINK FENCE, SEE DETAIL A, \..!_} SHEET 33 -o o a--- ('";;\ SPLIT RAIL FENCE, SEE DETAIL 8, \:..) SHEET 34 x ---- (";\ EXISTING BOULDER, RELOCATE TO \:::_) 10' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (;\ BOULDER, 3 MAN: \:.J 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD ("";\ REMOVABLE BOLLARD, \:::_) SEE DETAIL C, SHEET 35. (';;\ GRAVEL PAD, TRANSIT ION FOR \::..J ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 I,\ FINISHED TRAIL TO CATCH GRADE AT \:_,/ THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. lo\ REMOVE RAILS AND WOOD TIMBERS \V AT DRIVEWAY GRADE CROSSING . PLACE AND COMPACT %" MINUS PER SPECIFICATIONS (";;\ TRASH RECEPTACLE/ PET WASTE \:._) STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATION S ARE APPROX) ERC -RAIL REMOVAL PHASE 1 SHEET 20 OF 45 1-10 \J \) ';I l \) \ \) RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700 , Seattle, WA 98104 --------------------------+-------1 Christie True , Director RAIL REMOVAL PLANS BE7 2 <( ~ I.O rl rl rl \.0 rl 0 s M Cl rl O'l ~ ""O .-i LU co a..l et:: et:: m1 rl M m N rl rl / CJ s 0 6 <( u / rl QJ I.fl (1l ..r:::. a.. (1l > 0 E QJ et:: (1l et:: u et:: LU I m rl M m N rl rl / u et:: LU / Vl t-u LU -, 0 et:: a.. a.. -S!- Vl t-u LU -, 0 et:: a.. .....I <( I--a.. <( u / 0 co a.. u ~ LU 0 .....I 0 LL z -<( 2 0 co a.. S!-> ---~ .,, ,.,,. ,_ w w :c en en - ~s C) C) + It) ~ ~ en w z -...J :c ~ ~ _ _./\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA - \ \ \ \ \ \ \ DATE \ 10/2016 \ \ \ \ \ \ \ ' \ \ \ END, FLARE FENCE ONTWARD TO MATCH EXISTING CHAIN LINK FENCE \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ I \ \ INSTALL MONUMENT CASING (TYP.) ---... SEE DETAIL D \ \ \ WELD PLATE OVER APPROX . 4" WIDE BY 5'-4" TALL GAPS IN (8 PLACES ON 1-90 CROSSING) PROJECT MANAGER: ERICA JACOBS DESIGN TEAM REV# REVISION BY DATE ARCH. STRUCT. ENG . S. JIANG , S.E./ Z . ZHOU , SE. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND. ARCH. N.A. \ I \ \ / \ \ \ / / \ \ \ \ \ \ \ \ \ \ \ \ ~,----------~ \ BRIDGE # SA-6 SEE ffi ~ \ I \ \ King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section \ \ \ \ - 3505 \ \ \ \ ----- 1-w w :::c en en -:::c I- C C + IC) co N ~ u, w z -...J :::c 0 < :E 0 40' 0 40' NOTES: 11\ CHAIN LINK FENCE, SEE DETAIL A, \J SHEET 33 --0 o O>--- r::;"\ SPLIT RAIL FENCE, SEE DETAIL 8, \V SHEET 34 x ---- (';\ EXISTING BOULDER, RELOCATE TO \:::.,) 1 O' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (?\ BOULDER, 3 MAN: ~ 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD (7\ REMOVABLE BOLLARD, \:::.,) SEE DETAIL C, SHEET 35. r:;;\ GRAVEL PAD, TRANSITION FOR \V ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\ REMOVE RAILS AND WOOD TIMBERS \V AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT %" MINUS PER SPECIFICATIONS r::;\ TRASH RECEPTACLE/ PET WASTE BO' \.::._J STATION SEE DETAIL 80' SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND NO\/ 0 3 ?.Q\'o s KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX) ERC -RAIL REMOVAL PHASE 1 SHEET 21 '6 OF RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY 45 SHEETS 201 S . Jackson St., Suite 700, Seattle, WA 98104 1---------------------------+--- Christie True , Director RAIL REMOVAL PLANS BES ~ <( 0) I.() U) ,-1 ,-1 ,-1 U) ,-1 0 ~ ,-1 CY) C) ,-1 -0) :s: "D ,-1 u.J co 0...1 0:: 0:: I 0) ,-1 CY) 0) N ,-1 ,-1 ,,..... l'.J ~ 6 <( u ;:::;- (l) Vl <'ti ..c 0... <'ti > 0 E (l) 0:: <'ti 0:: u 0:: u.J I 0) ,-1 CY) 0) N ,-1 ,-1 ,,..... u 0:: u.J V1 1-u u.J -, 0 0:: 0... 0... ...... u V1 1-u u.J -, 0 0:: 0... _J <( I-...... 0... <( u 6 co 0... u rY. u.J 0 _J 0 LL z ...... <( ~ 0 co 0... u <. > t-w w :::c u, u, -:::c t- Q 1 c::,1 + M co N ~ u, w z -..., :::c 0 ~ ::E ..... ..... ..... ..... ---------------- EASTSIDE RAIL CORRIDOR PROJECT# 1129319 DATE ISSUED APPROVED REVIEWED DRAWN K. KITAMURA 10/2016 ---- I I I I I I I I I I I I ------ I I . ' END, MATCH TO EXIST. FENCE ALLOWABLE STORAGE/ STAGING AREA -I ' ' r I I I I I I J I / II II II I I I I I I I I -------------- BRIDGE # SA-7 SEE~ . S1-1 PROJECT MANAGER: ERICA JACOBS DESIGN TEAM REV# REVISION BY DATE ARCH. y STRUCT. ENG . S. JIANG, S.E./ Z . ZHOU, S.E. CIVIL ENG . T. ONG, P.E./ W . KAMEDA, PE. LAND. ARCH . N.A . -------- I ----- ----------- --~ I , I 0 40' Q -w m I-'-w w :::c u, w w u, Q Q . + N en N ~ u, w z -..., :::c 0 ~ ::E 0 80' 40' 80' NOTES: (;\ CHAIN LINK FENCE, SEE DETAIL A, \_V SHEET 33 -o o O>--- r:;'\ SPLIT RAIL FENCE, SEE DETAIL 8, \::.) SHEET 34 x ---- ,;\ EXISTING BOULDER, RELOCATE TO ~ 1 O' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN r;\ BOULDER, 3 MAN: ~ 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD r;;\ REMOVABLE BOLLARD, ~ SEE DETAIL C, SHEET 35. (;\ GRAVEL PAD, TRANSITION FOR \::..) ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fc\ REMOVE RAILS AND WOOD TIMBERS \::..J AT DR IVEWAY GRADE CROSSING . PLACE AND COMPACT %" MINUS PER SPECIFICATIONS .lg\ TRASH RECEPTACLE/ PET WASTE \:..J STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND u KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX) King County ERC -RAIL REMOVAL PHASE 1 SH2~ET Department of Natural Resources and Parks OF Parks and Recreation Division 45 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1---------------------------1--------1 Christie True , Director RAIL REMOVAL PLANS BE9 -2 <( 0) r.'l r-- ...-1 ...-I ...-I \.0 ...-I 0 s rn d ...-I ~ -0 ...-I LU co 0..1 0:: 0:: m1 ...-I rn 0) N ...-I ...-I / 1..9 5 0 6 <( ~ ...-I Q) Vl ('\J ..c c.. ('\J > 0 E Q) 0:: ('\J 0:: u 0:: LU I 0) ...-I rn 0) N ...-I ...-I u 0:: LU / l/l 1--u LU ..., 0 0:: c.. c.. ...... u en 1--u LU ..., 0 0:: c.. _J <( 1--...... c.. <( 6 co c.. ~ LU 0 _J 0 LL.. z ...... <( 2 0 co c.. ~ > O> w Ill 1-w w ::c Cl) w w Cl) C> C> + N O> N .:!: Cl) w z :::i ::c 0 ~ :E --- I I I I I I I --------------- EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA INSTALL MONUMENT CASING {TYP.) SEE DETAIL@ 0 PROJECT MANAGER: ERICA JACOBS DATE REV# REVISION BY 10/2016 I I I I DESIGN TEAM DATE ARCH. STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, PE. LAND. ARCH. N.A I I I I I I I King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section I I I I I I I I I ( 1-w w ::c Cl) Cl) -::c I- C> C> + -C> M .:!: Cl) w z :::i ::c 0 ~ :E 0 0 40' 80' ... 40' 80' NOTES: ('-:;\·CHAIN LINK FENCE, SEE DETAIL A, \V SHEET 33 --o o Or--- ~ SPLIT RAIL FENCE, SEE DETAIL B, \::..J SHEET 34 x ~---- (";\ EXISTING BOULDER, RELOCATE TO \::..) 10' OFFSET E.O.P., 5' CLEAR SPACE BElWEEN ('";\ BOULDER, 3 MAN: \::.J 5' CLEAR SPACE BElWEEN BOULDER OR TO BOLLARD (';;\ REMOVABLE BOLLARD, \::..) SEE DETAIL C, SHEET 35. r;;\ GRAVEL PAD, TRANSITION FOR \V ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 (,\ FINISHED TRAIL TO CATCH GRADE AT \.:._) THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\. REMOVE RAILS AND WOOD TIMBERS \::J AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT %" MINUS PER SPECIFICATIONS ~ TRASH RECEPTACLE/ PET WASTE \::..J STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND Ii • . KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG . (UTILITY LOCATIONS ARE APPROX) ERC -RAIL REMOVAL PHASE 1 SHEET 23 OF 45 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNT'f1ov (\ °' 7016 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1------------------------------+------- Christie True, Director RAIL REMOVAL PLANS BE10 -2 <l'. I.I) c:'! rl c:'! rl rl ID rl 0 s m C) rl -0) :s -0 N LU cc 0..1 Cl'.'. Cl'.'. 0)1 rl m 0) N rl rl / l? 5 0 6 § rl (I) V) m ..c 0.. m > 0 E (I) Cl'.'. m Cl'.'. u Cl'.'. LU I ·O'l rl m 0) N rl rl / u Cl'.'. LU / Vl t-u LU -, 0 Cl'.'. 0.. 0.. ...... ~ Vl t-u LU a c::: 0.. _J <l'. I-..... 0.. <l'. u 6 cc 0.. u c(_ LU 0 _J 0 u.. z ...... <l'. 2 0 cc 0.. u <. > -- EASTSIDE RAIL CORRIDOR PROJECT# 1129319 DATE ISSUED APPROVED REVIEWED DRAWN K. KITAMURA 10/2016 ·--------------------------------i--------------------------------- NOTES: f1' CHAIN LINK FENCE, SEE DETAIL A, \.!_} SHEET 33 -o o 01---- --\ --------------------- I \ \ ----------------------- --------------------- STA. 319+00 TO 365+70 PROJECT MANAGER: ERICA JACOBS DESIGN TEAM REV# REVISION BY DATE ARCH. STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND. ARCH. N.A. ------- -------- King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section ---+---- w .z -_, .:r: f= : - 0~ - 80' ;a r. > • e 0 40' - 80' f'z\ SPLIT RAIL FENCE, SEE DETAIL 8, \..::..J SHEET 34 x ---- 0 © 0 0 0 0 EXISTING BOULDER, RELOCATE TO 1 O' OFFSET E.O.P., 5' CLEAR SPACE BElWEEN BOULDER, 3 MAN: 5' CLEAR SPACE BElWEEN OR TO BOLLARD REMOVABLE BOLLARD, SEE DETAIL C, SHEET 35. BOULDER GRAVEL PAD, TRANSITION FOR ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. REMOVE RAILS AND WOOD TIMBERS AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT %" MINUS PER SPECIFICATIONS (g\ TRASH RECEPTACLE/ PET WASTE '..::J STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND mn ... KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX.) ERC -RAIL REMOVAL PHASE 1 SHEET 24 OF 45 \\!i, I (l R 2016 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 i-----------------------------+-------1 Christie True, Director RAIL REMOVAL PLANS BE11 -O'l $ ""O .--i LU Cil I a... a:: a:: a-ii .--i (Y) a-. N .--i .--i / I..') 5 0 6 <( u / .--i (I) Vl cu ..c a... cu > 0 E (I) a:: cu a:: u a:: LU I a-. .--i (Y) a-. N .--i .--i u a:: LU / l/'l 1-u LU ----0 a:: a... a... -u / l/'l 1-u LU ----0 a:: a... _J ~ -a... <( u / 0 Cil a... ~ LU 0 _J 0 LL z -<( ~ 0 Cil a... y > N (J ~ 1-w w :c U) w w U) c::, en + en .N 'I"'" ~ U) w z -..J :c (J ' 1- <C ' :E a .... w w ::c U) en -::c .... C) C) + ~ ..... <C .... U) w z ::i ::c (J ~ :E BEGIN PROJECT (BELLEVUE) EASTSIDE RAIL CORRIDOR PROJECT# 1129319 DATE ISSUED APPROVED REVIEWED DRAWN K. KITAMURA 10/2016 PROJECT MANAGER: ERICA JACOBS REV# REVISION BY DATE ALLOWABLE STORAGE/ STAGING AREA DESIGN TEAM ARCH. STRUCT. ENG. S. JIANG , S.E./ Z. ZHOU , S.E. CIVIL ENG . T. ONG , P.E./ W . KAMEDA, P.E . LAND . ARCH. N.A I . ' '---BOLLARDS INSTALL MONUMENT CASING (TYP.) SEE DETAIL ffi 0 I ,__.~ I I I I INTERSTATE • 405 I I I 1-w w :c U) U) -:c I- d, c;, c1; c-:, ..... <( 1-!- U) w z ::i ::c (J < :!E 0 I I I I ,. I I . 40' 80' NOTES: (-:;\ CHAIN LINK FENCE, SEE DETAIL A, \..!_} SHEET 33 -o . o 01---- ,::;\ SPLIT RAIL FENCE, SEE DETAIL 8, \.::.) SHEET 34 x ---- (':.;\ EXISTING BOULDER, RELOCATE TO \:::._) 10' OFFSET E.O.P ., 5' CLEAR SPACE BETWEEN r":'\ BOULDER, 3 MAN: \::,_) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD r;;\ REMOVABLE BOLLARD, \:::._) SEE DETAIL C, SHEET 35 . ~ GRAVEL PAD, TRANSITION FOR \.:::._J ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 I,\ FINISHED TRAIL TO CATCH GRADE AT . \.:_} THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. r;;\ REMOVE RAILS AND WOOD TIMBERS \_V AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS r;;\ TRASH RECEPTACLE/ PET WASTE \:._) STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND ------------- King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section ---.J 0 40' 80' ERC -RAIL REMOVAL PHASE 1 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY u KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG . · (UTILITY LOCA T/ONS ARE APPR OX) SHEET 14 OF 45 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 ---------------------------------1 Christie True , Director RAIL REMOVAL PLANS BE1 2 <( "S:l" 1./"l N .-I .-I .-I <.O .-I 0 s M C) .-I 01 :s: "'Cl ,....j LU co 0...1 0::: 0::: cr-,1 .-I M cr-, N .-I .-I ./ {-9 ~ 0 6 <( ~ .-I (LJ Vl cu _c 0... cu > 0 E (LJ 0::: cu 0::: u 0::: LU ' en .-I M . en N .-I .-I / u 0::: LU / Vl 1-u LU a 0::: 0... 0... -~ Vl 1-u LU ----0 0::: 0... _J ~ -0... <( u / 0 co 0... u c£. LU 0 _J 0 LL z -<( 2 0 co 0... u <. > \ \ \ -- ..... _____ \ ------- I - I I --- \-------- \ ----- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ALLOWABLE STORAGE/ STAGING AREA \ \ \ \ \ --------\ ----------------------------- \ EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM PROJECT# 1129319 DATE REV# REVISION BY DATE ARCH . ISSUED STRUCT . ENG. S . JIANG , S.E./ Z . ZHOU , S.E. APPROVED CIVIL ENG. T. ONG, P E./ W. KAMEDA, P.E. REVI EWED LAND . ARCH . N .A DRAWN K . KITAMURA 10/2016 \ I I I \ I -- I / I ..... ..... "-...... \ \ ' ) \ I I ,i479 ) I I / INSTALL MO~UMENT I CASING (TYP.) _..._ D -0 \ \ \ \ \ \ \ ' i--DUE TO BALD EAGLE NEST THERE SHALL BE NO WORK -,---. BETWEEN STATIONS 163+00 AND 177+00, HOUSE NUMBERS 5421 TO 5011 FROM JAN. 1 TO ~UG . 31 . \ \ ------------------_;_.------- 40' 80' 0 40' NOTES: f7\ CHAIN LINK FENCE, SEE DETAIL A, \..}_) SHEET 33 -o 0>--~01---- ~ SPLIT RAIL FENCE, SEE DETAIL 8, \::J SHEET 34 ----x ---- (';\ EXISTING BOULDER, RELOCATE TO \::_; 10' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (7\ BOULDER, 3 MAN: \2) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD ~ REMOVABLE BOLLARD , \::_; SEE DETAIL C, SHEET 35. © GRAVEL PAD, TRANSITION FOR ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. © REMOVE RAILS AND WOOD TIMBERS AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS © TRASH RECEPTACLE/ PET WASTE STATION SEE DETAIL SEE SHEET 2 SEE SHEET 3 80' FOR GENERAL NOTES FOR LEGEND u KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATION S ARE APPROX) King County ERC -RAIL REMOVAL PHASE 1 SHEET 15 OF 45 Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700 , Seattle, WA 98104 1---------------------------+--------1 Christie True , Director RAIL REMOVAL PLANS BE2 2 <( . rt) rt) rt) rl rl rl \.0 rl 0 s rt) C) rl ~ -q rl LU ca I a.. oc oc I 0) rl rt) 0) N rl rl / \.!J 5 0 6 <( ~ rl <J.i Vl <U ..c a.. <U > 0 E <J.i oc <U oc u oc LU I 0) rl rt) 0) N rl rl 6 oc LU / V) f-u LU -, 0 oc a.. a.. -u V1 f-u LU -, 0 oc a.. ....J i -a.. <( u 6 ca a.. u ~ LU 0 ....J 0 LJ_ z -<( 2 0 ca a.. ~ > \ \ \ I \ I !-! l-i--------".---------.!,\:---------->,-------1;------r------DUE TO BALD EAGLE NEST THERE SHALL BE NO WORK BETWEEN -:--__;;:_._~---------/-'-----+----I NOTES: \ , STATIONS 163+00 AND 177 +oo. HOUSE NUMBERS 5421 TO 5011 / \ \ \ FR.OM JAN. 1 TO AUG. 31. \ INSTALL MONUMENT Ii\ CHAIN LINK FENCE, SEE DETAIL A, \_V SHEET 33 -o o o,--- \ \ \ , CASING (TYP.) \ SEE DETAIL -D-- \ \ \ \ \, \ I ---DUE TO BALD EAGLE NEST THERE -, ---\ SHALL BE . NO WORK BETWEEN ' STATIONS 163+00 AND 177+00, \ HOUSE NUMBERS 5421 TO 5011 FROM JAN 1 TO AUG. 31. \ ,,· \ \ \ \ \ \ \ \ \ \ \ ' \ \ I \ . \ \ GRADING OF BALLAST TO WIDEN EXIST. BERM TO REQUIRED TRAIL WIDTH, COMPACTION AND PLACEMENT OF FINISHED SURFACING WITHIN THIS SECTION . (STA 170+00 TO 182+40) EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM PROJECT# 1129319 DATE REV# REVISION BY DATE ARCH . RAIL REMOVAL COMPLETE TO \ SE 50TH PL ISSUED y STRUCT. ENG. S. JIANG , S.E./ Z . ZHOU , S.E. APPROVED CIVIL ENG . T. ONG, P.E./ W. KAMEDA, P.E. REVIEWED LAND. ARCH . N.A. DRAWN K. KITAMURA 10/2016 • \ \ GRADING OF BALLAST TO WIDEN EXIST. BERM TO REQUIRED TRAIL WIDTH, COMPACTION AND PLACEMENT OF FINISHED SURFACING WITHIN THIS SECTION. .. RAIL REMOVAL COMPLETE TO SE 50TH PL ---~~~--- I I 0 40' 80' "'1:1' w m I-w w ::c U) w w U) C) C) + "'1:1' OC) -.! U) w z -..J ::c (.) I- <( ::l!: 0 40' 80' (':;\ SPLIT RAIL FENCE, SEE DETAIL 8, \::.) SHEET 34 x ---- ('";\ EXISTING BOULDER, RELOCATE TO \::.) 10' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (;\ BOULDER, 3 MAN: \::J 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD r;;\ REMOVABLE BOLLARD, \::.) SEE DETAIL C, SHEET 35. 0 . GRAVEL PAD, TRANSITION FOR ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 I,\ FINISHED TRAIL TO CATCH GRADE AT \.:._J THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\ REMOVE RAILS AND WOOD TIMBERS \:::_; AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS (';;\ TRASH RECEPTACLE/ PET WASTE \V STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND u KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATION S ARE APPROX) King County ERC -RAIL REMOVAL PHASE 1 SHEET 16 OF 45 Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1----------------------------+--B--E-J--t Christie True , Director RAIL REMOVAL PLANS (0 0::: u 0::: w I 0) r-1 (Y) 0) N r-1 r-1 c; 0::: w .,,,.. Vl f-u w ...., 0 0::: Cl. Cl. -;::!- Vl f-u w ...., 0 0::: Cl. _J <( f--Cl. <( u .,,,.. 0 co Cl. ~ w 0 _J 0 LL z -<( 2 0 co Cl. u <. > --------- \ I I I I I-w w ::c U) U) -::c I- 0 0 + C"') en """" ~ U) w z -...I ::c (.) ~ :5 EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA I I I I I I -------------- ' \ \ I I I I I I I \ I \ \ I I I I I I \~. T --------.\ 0 'f ~ ~ ~ \ \ I \ I I \ I I I I \ I I ) \ ( \ \ INSTALL MONUMENT CASING (TYP.) \...,---"' I \ \ ( \ I I I I I \ \ \ I \ \ I \ I I \ \ \ I I I I I \ \ INTERSTATE • 405 ..-I \ I \ \ \ \ \ ~ \ \ 4613 ALLOWABLE STORAGE/ STAGING AREA 40' 80' NOTES: /i\ CHAIN LINK FENCE, SEE DETAIL A, \_V SHEET 33 --o o 01---- ('";;'\ SPLIT RAIL FENCE, SEE DETAIL 8, \::_) SHEET 34 x ---- ("';\ EXISTING BOULDER. RELOCATE TO \:::J 10' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (7\ BOULDER, 3 MAN: \.2) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD r;;\ REMOVABLE BOLLARD, \:::J SEE DETAIL C, SHEET 35. /c\ GRAVEL PAD, TRANSITION FOR \::..) ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 (,\ FINISHED TRAIL TO CATCH GRADE AT \:_J THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\ REMOVE RAILS AND WOOD TIMBERS \::._J AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT %" MINUS PER SPECIFICATIONS (';;\ TRASH RECEPTACLE/ PET WASTE \:.._) STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND ---_ --_ -SEE DETAIL_@_ ------------- -- INTERSTATE -405 PROJECT MANAGER: ERICA JACOBS . DESIGN TEAM DATE REV# REVISION BY DATE ARCH. '( STRUCT . ENG. S. JIANG, S.E./ Z. ZHOU, S.E . CIVIL ENG. T. ONG, P.E./W. KAMEDA , P.E. LAND. ARCH . N .A 10/2016 King County Department of Natural Resources and Pa rks Parks and Recreation Division Capital Projects Section 0 40' 80' ERC -RAIL REMOVAL PHASE 1 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY 8 KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG . (UTILITY LOCATIONS ARE APPROX.) SHEET 17 OF 45 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 i--------------------------+-------1 Christie True , Director RAIL REMOVAL PLANS BE4 ' ~ <:( r--.. "51: ~ .-i .-i I..O .-i 0 s (Y) a .-i 0) 5 -q .-i LU co Cl.I c::: c::: I O') .-i (Y) O') N .-i .-i ,./ l'.J ~ 0 6 <:( u ;::;- (lJ Vl l'tJ ..c a.. l'tJ > 0 E (lJ c::: l'tJ c::: u c::: LU I O') .-i (Y) O') N .-i .-i ,./ u c::: LU ~ t-u LU --.. 0 c::: a.. c.. -u ~ t-u LU --.. 0 c::: a.. _J <:( 1-....... a... <:( u 6 co c.. u ~ LU 0 _J 0 LL z ....... <:( ~ 0 co c.. ~ > 1-w w X en en -::c I- C:, Q + w z -_, X ~ i I I EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APP ROVED REVIEWED DRAWN K . KITAMURA / / / / I I \ ~ / --\ \ \ \ ' \ \ \ \ \ PROJECT MANAGER: ERICA JACOBS DATE REV# REVISION BY 10/2016 \ \ \ \ \ DATE '( \ INTERSTATE • 405 / / I --- ---\ -----I ' ---\ / / 0 40' 80' NOTES: r";\ CHAIN LINK FENCE, SEE DETAIL A, \..:_J SHEET 33 --o o O>--- r:;\ SPLIT RAIL FENCE, SEE DETAIL 8, \::.) SHEET 34 x ---- ~ EXISTING BOULDER, RELOCATE TO \..::..) 1 O' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (7\ BOULDER, 3 MAN: \::_J 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD (";;\ REMOVABLE BOLLARD, \..::..) SEE DETAIL C, SHEET 35. r:;\ GRAVEL PAO, TRANSITION FOR \V ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa'\ REMOVE RAILS AND WOOD TIMBERS \V AT DRIVEWAY GRADE CROSSING • PLACE AND COMPACT % " MINUS PER SPECIFICATIONS ~ TRASH RECEPTACLE/ PET WASTE \::..J STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND I I -------,------.-""'\ \ I I I I I I I I I I INTERSTATE • 405 DESIGN TEAM ARCH . STRUCT . ENG . S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W KAMEDA, P.E. LAND. ARCH. N.A. \~ \ King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section I I 0 40' 80' ERC -RAIL REMOVAL PHASE 1 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY u KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LO CA T/ON S ARE APPROX) \,10\J \l '.\ 71\\ SHEET 18 OF 45 SHEETS 201 S . Jackson St., Suite 700, Seattle, WA 98104 t---------------------------+-------1 Christie True, Director RAIL REMOVAL PLANS BES l"Cl 0::: u 0::: u.J I 0) .-i ("'() 0) N .-i .-i ,/ u 0::: u.J ,/ V1 1-u u.J ..., 0 0::: CL CL -~ V1 1-u u.J ..., 0 0::: CL _J ~ -CL <( 6 ca CL u ~ u.J 0 _J 0 LJ... z -<( 2 0 ca CL ~ > . I I I I I _ _,___--f\HW-j+-' ----, I r---..__ I BEGIN PROJECT (UNINCORPORATED KING COUNTY} i . i I I I I I I I I / ,' I I I / I I ,' I ,' I I I I ' I I I -OHW ~/---·-----+-/-oHw ---,-/ / I I ----..,__ / --OHW ---r---,' J -----uHW ---1-t-/ OHW ' ~--·-.... -OHW --....,.'-----<OHW ---,-~OHW ----0 W I I I INTERSTATE • 405 I I INTERSTATE • 405 EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM King County PROJECT# 1129319 DATE REV# REVISION ISSUED APPROVED BY DATE ARCH. STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section I I I I I I I I I I NOTES: '1\ CHAIN LINK FENC _E. SEE DETAIL A, \.:_J SHEET 33 -o o o)--- HW---fHW ~ SPLIT RAIL FENCE, SEE DETAIL B, \::_) SHEET 34 x ---- ~ EXISTING BOULDER, RELOCATE TO \:::..J 10' OFFSET E.0.P., 5' CLEAR SPACE I I ,_ IJJ IJJ :c Cl) Cl) -i= ~ Cl) IJJ ;z -_, :c ~ §, ~ tJ'J w z --' :c 0 < :E 0 80' 40' 80' - BElWEEN (7\ BOULDER, 3 MAN: \:2.) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD (;:\ REMOVABLE BOLLARD, \:::..J SEE DETAIL C, SHEET 35. fa\ GRAVEL PAD, TRANSITION FOR \:::...) ROAD-RAIL VEHICLES, SEE DETAIL B, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fC\ REMOVE RAILS AND WOOD TIMBERS \::_; AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER .SPECIFICATIONS /;;'\ TRASH RECEPTACLE/ PET WASTE \::_} STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND u • . KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX) ERC -RAIL REMOVAL PHASE 1 SHEET 12 OF 45 NOV O 3 20\G RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY SHEETS REVIEWED LAND. ARCH. N.A 201 S. Jackson St., Suite 700, Seattle, WA 98104 1-----------------------------'---------11 KC1 DRAWN K. KITAMURA 10/2016 Christie True, Director RAIL REMOVAL PLANS ru c:i::: u c:i::: w I CJ') ,-I fY") CJ') N ,-I ,-I u c:i::: w V) f-u w """\ 0 c:i::: a.. a.. -u V) f-u w """\ 0 c:i::: a.. ....J <( f--a.. <( 6 co a.. ~ w 0 ....J 0 u. z -<( 2 0 co a.. ~ > """" 0 :::ii::: I-w w ::c u, w w u, 0 0 + M N """" ~ u, w z -..J ::c 0 ~ :!!: EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVI EWED DRAWN K . KITAMURA OHW END PROJECT (UNINCORPORATED KING COUNTY) INTERSTATE· 405 PROJECT MANAGER: ERICA JACOBS DESIGN TEAM DATE REV# REVISION BY DATE ARCH. y STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W . KAMEDA, PE LAND. ARCH. N.A 10/2016 (.) u, ~ !:: C :IE w :::::i ~ ~ -0 (.) CL w a::: :::> > w ..J ..J w m """" w m I-w w ::c u, w w u, 0 0) + 0) N """" <( I-u, w z -..J ::c 0 ~ :!!: 0 40' 80' NOTES: '1\ CHAIN . LINK FENCE, SEE DETAIL A, \.V SHEET 33 ~ o o>--- r;;\ SPLIT RAIL FENCE, SEE DETAIL 8, \::.) SHEET 34 x ---- (';\ EXISTING BOULDER, RELOCATE TO \::..) 1 O' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN IA\ BOULDER, 3 MAN: \2) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD 17\ REMOVABLE BOLLARD, \:::..J SEE DETAIL C, SHEET 35. fa\ GRAVEL PAD, TRANSITION FOR \:::._) ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 I,\ FINISHED TRAIL TO CATCH GRADE AT \.:_) THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. lo\ REMOVE RAILS AND WOOD TIMBERS \::_) AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS In\ TRASH RECEPTACLE/ PET WASTE \V STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND u KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX) King County ERG -RAIL REMOVAL PHASE 1 s~~ET Department of Natural Resources and Parks OF Parks and Recreation Division NO\/ o 3 2G\o 45 Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY . , ~· SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 i-----~---------------------+-------1 Christie True , Director RAIL REMOVAL PLANS KC2 C'Cl I.... :::i E C'Cl ....... ~ ~ :{ <( \.0 (Y) (Y) ~ rl rl \.0 rl 0 N ......_ rl (Y) ......_ 0 rl O'l $ "O l:2 I a.. 0::: 0::: I 0) rl (Y) 0) N rl rl / \..'.J 5 0 6 <( u / rl <lJ Vl C'Cl ..c a.. C'Cl > 0 E <lJ 0::: C'Cl 0::: u 0::: LU I 0) rl (Y) 0) N rl rl / u 0::: LU / V1 I-u LU -. 0 0::: a.. a.. -u / V1 I-u LU -. 0 0::: a.. ....J <( I--a.. <( u / 0 o::i a.. u er. LU 0 ....J 0 LL z -• <( 2 0 o::i a.. u <: > -- BEGIN PROJECT (RENTON) INSTALL MONUMENT CASING (TYP.) SEE DETAIL ffi 35 ~'u;--w _ ---~ ------ ___ ---oHW ---OHW ---o1-1w-------- ----------- -w ~ ----,/'>,w~ --~ \ \ \ \ \ EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA \ DATE 10/2016 I 3007 \ ------. -----I 1-.------" -- \ I \ I ~ _. \ \ I \ I I I \ I I PROJECT MANAGER: ERICA JACOBS REV# REVISION BY DATE ' _)~~ ____ -,---uHW I I 2727 - 2803 \ I DESIGN TEAM ARCH . STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W KAMEDA, P.E. LAND. ARCH . N.A 2731 I I \ 2801 \ I \ 2805 ' ' 707 -- 703 "' \ \ ' ' "' I \ \ 3' ' \ ' ' King County -- I / ')/ THIS AREA SHALL REMAIN CLEAR FOR VEHICLE TURNAROUND ALLOWABLE STORAGE/ / STAGING AREA I I I j / ~v ;-----/ / ~~ / 2902 . .f; ;' \ I \ I I I I \ ' ~ I I \ I I - ' - I I I f"-c \ \ \ 0 40' 80' 0 40' 80' NOTES: (;\ CHAIN LINK FENCE, SEE DETAIL A, \...:_} SHEET 33 --o o O>--- r:;\ SPLIT RAIL FENCE, SEE DETAIL 8, \.::_} SHEET 34 x ---- r:;'\ EXISTING BOULDER, RELOCATE TO \:::..J 10' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN IA\ BOULDER, 3 MAN: \:.._J 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD ~ REMOVABLE BOLLARD, \:::..J SEE DETAIL C, SHEET 35. (;\ GRAVEL PAD, TRANSITION FOR \::...) ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\ REMOVE RAILS AND WOOD TIMBERS \.::..J AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS (';;-\ TRASH RECEPTACLE/ PET WASTE \:_) STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND ERC -RAIL REMOVAL PHASE 1 SHEET 6 Department of Natural Resources and Parks OF 45 SHEETS Parks and Recreation Division Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY 201 S. Jackson St., Suite 700, Seattle, WA 98104 ------------------------'-----+------ Christie True, Director RAIL REMOVAL PLANS RT1 ru ... ~ E ru :!::= ~ ~ -2 <( r-- M ~ q .-I .-I <.O .-I 0 N ......_ .-I M ......_ 0 .-I -O'l 3: -0 ~ a:: I CL a:: a:: I O') .-I M O') N .-I .-I / l? 5 0 / 0 <( u / .-I (I) l/\ ru ..c CL ru > 0 E (I) a:: ru a:: u a:: w I O') .-I M O') N .-I .-I / u a:: w / Vl I-u w -, 0 a:: CL CL -u / Vl I-u w -, 0 a:: CL _J <( I--CL <( u / 0 co CL u & w 0 _J 0 u... z -~ <( 2 0 co CL u <. > -\ -J~~\~1-//fl \\ \, \ \, \ \\ ·,\ \ \ \, \\ \ _______ \ _________ _ I \\ \ \ \ \ \ --~----------0Hw , ' \ ' ' \ \_---------'\ , , \ , \ ___,________ --------T ~ \ \ , ~\ ___ \ ___ ~';_ ____ \ ___ \ __ l MOUNTAIN~~~~E-~-----------------\.---""b .. __:'~----------------------------I I /CH'tl~\ :x; ----I I I I I I I \ \ 3300 \ \ \ \ \ \ \ \ I \ \ \ \ / \ \ ), , \ . \ ___ \ ______ i __ -----------a-----R/W----__ -- I \ ( \ .- ------.----oHW'-=-=:::-:: --------~ ... ---- .- \ I \ \ \ \ 3608 \ I \ 3626 \ \ \ 3401 \ \ \ \ \ \ \ \ \ \ / \ y/ \ .,,. y/ / 'II, .,, , VI IH \ M .... 12:: .... w w :c u, w w u, Q Q + It) "'=I' i5 u, w z -...., :c 0 .... <( :ii: ~--- 0 0 40' 80' , 40 ' 80' NOTES: '1\ CHAIN LINK FENCE, SEE DETAIL A, \.V SHEET 33 --o o o,--- r:;\ SPLIT RAIL FENCE, SEE DETAIL 8, \.::J SHEET 34 x ---- (';\ EXISTING BOULDER, RELOCATE TO \:::J 10' OFFSET E.O.P., 5' CLEAR SPACE BElWEEN (7\ BOULDER, 3 MAN: \:._J 5' CLEAR SPACE BElWEEN BOULDER OR TO BOLLARD ~ REMOVABLE BOLLARD, \:::J SEE DETAIL C, SHEET 35. © GRAVEL PAD, TRANSITION FOR ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 I,\ FINISHED TRAIL TO CATCH GRADE AT \!_) THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. fa\ REMOVE RAILS AND WOOD TIMBERS \V AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT %" MINUS PER SPECIFICATIONS (';;\ TRASH RECEPTACLE/ PET WASTE \::..J STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND 10 KNOW WHAT'S BELOW. CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX.) EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM King County ERC -RAIL REMOVAL PHASE 1 SHEET 7 PROJECT# 1129319 DATE REV# REVISION BY DATE ISSUED APPROVED ARCH. STRUCT. ENG . S. JIANG , S.E./ Z . ZHOU , S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY OF 45 SHEETS REVIEWED LAND. ARCH. N.A 201 S. Jackson St., Suite 700, Seattle, WA 98104 1----------------------------t--------i DRAWN K. KITAMURA 1012016 Christie True, Director RAIL REMOVAL PLANS RT2 (t) '- ::l E (t) ..... ~ ~ 2 <( s::t" Lf) Lf) 9 rl rl \,0 rl 0 N ....... rl rn ....... 0 rl CT) $ "O .....: Ci::'. I CL Ci::'. Ci::'. I O'I rl rn O'I N rl rl / 1..9 5 0 / 0 <( u / rl (lJ Vl (t) ..c CL (t) > 0 E (lJ Ci::'. (t) Ci::'. u Ci::'. LU I O'I rl rn O'I N rl rl / u Ci::'. LU / Vl I-u LU --, 0 Ci::'. CL CL -u / Vl I-u LU --, 0 Ci::'. CL _J <( I--CL <( u / 0 co CL u ~ LU 0 _J 0 LL z -, <( 2 0 co CL u <. > ~ en w z --' ::c ~ <C :!!: \ ' ' ' \ ' ' ' \ \ ' ' \ \ \ \ \ ' \ \ ' \ ' \ \ \ EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APPROVED REVIEWED DRAWN K. KITAMURA \ \ ' \ ' \ ' ' 3916 DATE ' 10/2016 \ \ \ ' ' \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ __.--oY-~ ~',. . \\, ----OH~~ ~~W~ \ ' \ \ SEE DETAIL -------- 1030 ' \ \ 1106 / / / \ s z ~-r---,--T -- 1 · I I I __ .s:ar.,__ I I I ~ ! : I I I I ::; 41 °~ 4053 : 4059 : 4065 : 3 r I I I 4071 --_.,_______ iLAKE WASHINGTON BLVD. N \~ -- \ \ \ 3818 \ \ \ \ \ / ,"\ ' ' \- \ \ \ ~ \ \>\ -- \ ' \ \ \ -- 3908 I 4109 ,4115 ,4121 I I I 1 1 'i 4127 4103 I I I : 4083 I : : 4079 1 i I : : : 4075 ! : : 1 _L _I_~-~-::---- __L, ~;-_:: ___________ w __ _ -----I ----I w -_____ ---------~ : WELLS AVE. N -----;-------- \ \ \ \ \ \ C) C) + ~ ;5 en 0 40' 80' NOTES: f7\ CHAIN LINK FENCE, SEE DETAIL A, \..:_} SHEET 33 ~ o O>--- (";;\ SPLIT RAIL FENCE, SEE DETAIL B, \::._} SHEET 34 x ---- ~ EXISTING BOULDER·, RELOCATE TO \::) 1 O' OFFSET E.O.P ., 5' CLEAR SPACE BElWEEN (7\ BOULDER, 3 MAN: \.2) 5' CLEAR SPACE BElWEEN BOULDER OR TO BOLLARD r;\ REMOVABLE BOLLARD, \::) SEE DETAIL C, SHEET 35. r;;\ GRAVEL PAD, TRANSITION FOR \::._J ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 I,\ FINISHED TRAIL TO CATCH GRADE AT \..!._) THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. r;;\ REMOVE RAILS AND WOOD TIMBERS \::..J AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS r::;\ TRASH RECEPTACLE/ PET WASTE \::..J STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND • \ --~'o>./ /\ ___________ _ '\~c.P> I ' . r----_______ _l ,- 1 I 41008 \ "" u . \ \ \ ''\,· \, ~ \ 4008 PROJECT MANAGER: ERICA JACOBS DESIGN TEAM REV# REVISION BY DATE ARCH. '( STRUCT. ENG . S. JIANG, S.E./ Z . ZHOU , S.E. CIVIL ENG. T. ONG , P E./ W. KAMEDA, P.E. LAND. ARCH. N.A I 4016 \ King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section 0 40' 80' ERC -RAIL REMOVAL PHASE 1 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX) SHEET 8 OF 45 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1---------------,-------------+-------1 Christie True , Director RAIL REMOVAL PLANS RT3 (1J ,._ ::l E (1J +-' ~ ..¥ -~ <( .-i "'1" ..:0 9 .-i .-i <..O .-i 0 N ~ r,") ---0 .-i -O'l ~ -0 f--'. C:C. I 0.. C:C. C:C. I O'> .-i r,") O'> N .-i .-i / ~ $ 0 6 <( u / .-i (]) Vl (1J ..c 0.. (1J > 0 E (]) C:C. (1J C:C. u C:C. LU I O'> .-i r,") O'> N .-i .-i / u C:C. ' LU / V) I-u LU -, 0 C:C. 0.. 0.. ..... u / V) I-u LU -, 0 C:C. 0.. _J <( I-..... 0.. <( u / 0 co 0.. u ~ LU 0 _J 0 LL z ..... ' <( ~ 0 co 0.. u <. > ('I) I- 0::: I-w w ::c U) w w U) C) C) + ('I) U) ~ U) w z -...J ::c 0 ~ :::!!!: 1-w w ::c U) U) -::c I- \ \ \ \ INSTALL MONUMENT CASING {TYP.) SEE DErAIL LID Cv"'--- ---- ~ / / I 1207 ---------L__ / / . -----1____ ,, I ----1__ : ------L__ , REMOVE & RELOCATE EXISTING SPRINKLERS & PIPING 1213 I I \ I / ~, / / / -------< 225 \ \ ~////1229 \ \ ~ / / / / / / / / / / / / > ,,,-' -/ ' / \ //~ / / , \ / 1246 / / / \ \ / , \ / / / / / 1235 / , / / / / / / / / 1252 / -c-ALLOWABLE STORAGE/' LAKE WASHINGTON BLVD. N ~ w -_-__ -__ -__ -_ -~-----------------------------~r--------_______ :.._s __ TA_G_IN_G_A_REA __ __,i--~ --.--_( ---, , \ r --_,,, I I /,I// '1 ::,' )\ 100' BUFFER 1 \ / 100' BUFFER / ~(Q)[N]~u~UJJ~u~(Q)[N] UJJ[N][Q)~~ ~~[p~~~r~ ~(Q)[N]u~~~u (PORT QUENDALL RAIL REMOVAL AND CAPPING SHEET SP1) STA. 72+50 TO STA. 78+ 75 ". ' ' ' --' ' ' ' 4350 \ EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS DESIGN TEAM PROJECT# 1129319 DATE REV# REVISION BY DATE ISSU ED APPROVED ARCH . STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU , S.E. CIVIL ENG. T. ONG, P.E./ W . KAMEDA, P.E. King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section \ \ \ C) C) + N ..... ~ U) w z NOTES: 0 CHAIN LINK FENCE, SEE DErAIL A, SHEEr 33 -o o O>--- (':;'\ SPLIT RAIL FENCE, SEE DErAIL 8, \::.) SHEEr 34 X ---- (';"\ EXISTING BOULDER, RELOCATE TO \:::.) 10' OFFSEr E.0.P., 5' CLEAR SPACE BElWEEN IA\ BOULDER, 3 MAN: \:.J 5' CLEAR SPACE BElWEEN BOULDER OR TO BOLLARD ('";\ REMOVABLE BOLLARD, \:::..) SEE DErAIL C, SHEEr 35. f;;\ GRAVEL PAD, TRANSITION FOR ·\V ROAD-RAIL VEHICLES, SEE DErAIL 8, SHEEr 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE . fa\ REMOVE RAILS AND WOOD TIMBERS \V AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT %" MINUS PER SPECIFICATIONS ---------- -- ' I l ----- - 0 ' It) ~ 1-w w ::c U) w w U) C) C) + -~~· CC) ~ U) w z _,,, ... :i ::c 0 --:7'--""=II ~ :::!!!: 0 40' 80' 40' 80' ~ TRASH RECEPTACLE/ PIT WASTE \:_) STATION SEE DErAIL SEE SHEEr 2 FOR GENERAL NOTES SEE SHEEr 3 FOR LEGEND (CONSTRUCTION BY OTHERS, UNDE STA. 72+50 TO STA 18 KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX) ERC -RAIL REMOVAL PHASE 1 SHEET 9 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY 1_\)\tl ~CN "?i OF 45 SHEETS REVIEWED LAND. ARCH. N.A 201 S. Jackson St., Suite 700, Seattle, WA 98104 1--------------------------------1--------1 DRAWN K . KITAMURA 10/2016 Christie True, Director RAIL REMOVAL PLANS RT4 ro > 0 E <I.) 0::: ro 0::: u 0::: L.1J I (j) .-I rn (j) N .-I .-I u 0::: L.1J en' 1-u L.1J -, 0 0::: 0... 0... -u _,/ l/l 1-u L.1J -, 0 0::: 0... _J <( 1--0... <( u 6 co 0... u rY. L.1J 0 _J 0 LL. z -<( ~ 0 co 0... u <. > ~ 1-w w :::c U) w w U) 0 0 + -co <C 1- U) w Z · -..J :::c (.) i ,_ w w :c U) U) -:c ,_ ------------ EASTSIDE RAIL CORRIDOR PROJECT# 1129319 ISSUED APP ROVED REVIEWED DRAWN K. KITAMURA -- DATE 10/2016 ALLOWABLE STORAGE/ STAGING AREA -------- I I I I ',;: I I I ALLOWABLE STORAGE/ 'STAGING AREA RELOCATE BOULDERS TO · TOE OF TRAIL BERM ----------------- PROJECT MANAGER: ERICA JACOBS DESIGN TEAM REV# REVISION BY DATE ARCH . y STRUCT. ENG . S . JIANG , S .E./ Z . ZHOU , S .E. CIVIL ENG. T . ONG, P.E./ W . KAMEDA, P.E. LAND. ARCH . N.A. \ \ ' ' ' ' ' ' ' ' I ' i ' ' ' ' ' ' ' L. ----w __ _ w~ \--------,, ,-,-- I I l I I I I I I I I I I \ \ I I I I I I \ I I , I I I / ,,,./ y I I I j / /1 I I \ I // ' I I I //,.. / I I I I I I PLACE 5 CY CSTC FILL - BETWEEN EAST ECOLOGY BLOCKS & TIES AT TRESTLE ABUTMENT ALLOWABLE STORAGE/ STAGING AREA King County \ \ \ "" I Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section \ \ \ \ 0 0 + 0 O') .: U) w z -..J :::c (.) ~ :E 0 40' 80' 40' 80' NOTES: (7\ CHAIN LINK FENCE, SEE DETAIL A, \_V SHEET 33 ~ o o r:;\ SPLIT RAIL FENCE, SEE DETAIL B, \::._J SHEET 34 x ---- 0 EXISTING BOULDER, RELOCATE TO 10' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (7\ BOULDER, 3 MAN: \2) 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD ~ REMOVABLE BOLLARD, \:::_) SEE DETAIL C, SHEET 35. fa\ GRAVEL PAD, TRANSITION FOR \:::...J ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 (,\ FINISHED TRAIL TO CATCH GRADE AT \.:..) THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUD INAL SLOPE. (;;\ REMOVE RAILS AND WOOD TIMBERS \::.J AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % ". MINUS PER SPECIFICATIONS ~ TRASH RECEPTACLE/ PET WASTE \:_) STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND ;----[M (Q) w (Q) [Pd~ 8 STA. 98+00 TO STA. 101 + 70 \ ERC -RAIL REMOVAL PHASE 1 RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LO CATIONS ARE APPROX.) SHEET 10 OF NOV O 3 016 45 SHEETS 201 S. Jackson St., Suite 700, Seattle, WA 98104 1----------------------------+-------1 Christie True , Director RAIL REMOVAL PLANS RT5 -~ <( M 0 cio 9 rl rl I..O rl 0 N ;:::i- ~ rl -Ol 3: -0 ~ 0...1 0:: 0:: O'll rl M O'l N rl rl / 1.9 5 0 6 <( y rl (I) Vl t'O ..c Cl.. t'O > 0 E (I) 0:: t'O 0:: u 0:: w I O'l rl M O'l N rl rl / u 0:: w / \/1 ~ u w ....., 0 0:: Cl.. Cl.. ...... u ~ ~ u w ....., 0 0:: Cl.. _J ~ ...... Cl.. <( 6 cc Cl.. u ~ w 0 _J 0 u.. z ...... <( ~ 0 cc Cl.. ~ > I I f f I __ , I f I I : I I : I I I I : I / TIMBER TIES AND CSTC FILL ' AT TRESTLE ABUTMENT TO LEVEL GRADE FOR TRAIL SURFACING [M (Q) w (Q) ~ ~_______; i I I STA. 98+00 TO STA. 101 + 70 EASTSIDE RAIL CORRIDOR PROJECT MANAGER: ERICA JACOBS PROJECT# 1129319 DATE REV# REVISION BY ISSUED APPROVED REVIEWED DRAWN K . KITAMURA 10/2016 \i f I I f I I DATE -f-·-L f -- I --I I I [°Its,, I I I I I I 1 ~ / I :r OHW J-i>Hw ----lo ~ f f I AVOID EXIST. ABOVE GROUND CONCRETE PIPE DESIGN TEAM ARCH . / HW f f END PROJECT (RENTON) STRUCT. ENG. S. JIANG, S.E./ Z. ZHOU, S.E. CIVIL ENG. T. ONG, P.E./ W. KAMEDA, P.E. LAND_ ARCH. N.A f I I ----1 ---.__, __ f f I f I I HW I f f ~ I I fl) -~ C -IJJ ,_ ,._ f _, : ft -0 '0 a. f it' I~ 0 f ,._ 0 ~ I~ § 0 40' 80' King County Department of Natural Resources and Parks Parks and Recreation Division Capital Projects Section NOTES: '1\ CHAIN LINK FENCE, SEE DETAIL A, \.}_,/ SHEET 33 -o o O>--- ~ SPLIT RAIL FENCE, SEE DETAIL 8, \::..) SHEET 34 x --~- (";\ EXISTING BOULDER, RELOCATE TO - \..::._J 1 O' OFFSET E.O.P., 5' CLEAR SPACE BETWEEN (';\ BOULDER, 3 MAN: \.:_J 5' CLEAR SPACE BETWEEN BOULDER OR TO BOLLARD ~ REMOVABLE BOLLARD, \..::._J SEE DETAIL C, SHEET 35. (";'\ GRAVEL PAD, TRANSITION FOR \V ROAD-RAIL VEHICLES, SEE DETAIL 8, SHEET 32 0 FINISHED TRAIL TO CATCH GRADE AT THE EDGE OF THE EXISTING PAVED ROAD/DRIVEWAY CROSSINGS. GRADE SHALL NOT EXCEED 5% LONGITUDINAL SLOPE . fa\ REMOVE_ RAILS AND WOOD TIMBERS \:::..J AT DRIVEWAY GRADE CROSSING. PLACE AND COMPACT % " MINUS PER SPECIFICATIONS ~ TRASH RECEPTACLE/ PET WASTE \:...) STATION SEE DETAIL SEE SHEET 2 FOR GENERAL NOTES SEE SHEET 3 FOR LEGEND ERC -RAIL REMOVAL PHASE 1 ' RENTON/ BELLEVUE/ UNINCORPORATED KING COUNTY ,... • 8 KNOW WHAT'S BELOW CALL 2 BUSINESS DAYS BEFORE YOU DIG. (UTILITY LOCATIONS ARE APPROX) SHEET 11 NOi/ o 3 20\n OF ,, 45 SHEETS r 201 S. Jackson St., Suite 700, Seattle, WA 98104 1----------------------------1------- Christie True, Director RAIL REMOVAL PLANS RT6