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HomeMy WebLinkAboutzS-2766Set<1J O � N n N M I�o 8 Y v _j o af U) Q O t U� z Ld d (f) ED LLJ fh N 3 0 O Q�L Lf)� LLJ > A 3 N U)j � ° 0 _x _0 Q W z a� � - wo a-- m o s oZ °y 5 E E- � nw F+1 d �E _E � O N a� s n � " W y�� Hs z 0 - w m � o i 0 � z w w#b a 27 -,2?A$ CITY OF RENTON THUNDER HILLS SANITARY-SEWER PIPELINE ACCESS ROAD REPAIRS NW1 /4 8c SW1 /4 SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST V l L9 /14 US i Y O Wu \N T� SIT LOCATION 1-405 - � -- _ APPROXIMATE LOCATION Q OF ACCESS ROAD AND THUNDER HILLS STREAM a r- _ C u ✓ X , ` -r krj SCALE 1 " = 1000' INDEX TO DRAWINGS G1 COVER SHEET G2 SYMBOLS AND ABBREVIATIONS G3 GENERAL AND PROJECT NOTES C1 STA 1 +00 TO STA 6 +50 C2 STA 6 +50 TO STA 12 +25 C3 STA 12 +25 TO STA 18 +00 C4 STA 18 +00 TO STA 24 +50 C5 MISCELLANEOUS DETAILS, SHEET 1 C6 MISCELLANEOUS DETAILS, SHEET 2 C7 MISCELLANEOUS DETAILS, SHEET 3 C8 MISCELLANEOUS DETAILS, SHEET 4 C9 WATERMAIN RELOCATION S1 STRUCTURAL DETAILS AND NOTES 5- ?76b0/ I� Gry SCANNED SEP 13 2002 I 1� +� V I a s a ABBREVIATIONS Try o n w ��r�T T!+ ��T Tai AB ANCHOR BOLT ELL ELBOW MAINT MAINTENANCE RM ROOM TOPOGRAPHIC & MISCELLANEOUS U 11LI 1 T S TIVIBOLS AC ASPHALTIC CONCRETE, ACRE EMBD EMBEDDED MAS MASONRY RP RADIUS POINT, REFERENCE POINT I� N T ACP ASBESTOS CEMENT PIPE EMER EMERGENCY MAIL MATERIAL RPM REVOLUTIONS PER MINUTE ` AGG AGGREGATE ENGR ENGINEER MAX MAXIMUM RR RAILROAD to _ - CENTERLINE ® EXISTING GAS METER u AL ALUMINUM EQ EQUAL MB MAILBOX RT RIGHT 'a s Vff ALT ALTERNATE EQUIP EQUIPMENT MCC MOTOR CONTROL CENTER R/W RIGHT OF WAY -- PROPERTY LINE OR R/W 111 EXISTING GAS VALVE ALUM ALUMINUM EQUIV EQUIVALENT MCU MASTER CONTROL UNIT N EASEMENT LINE o EXISTING UTILITY POLE ANC ANCHOR ESMT EASEMENT MECH MECHANICAL 5 SOUTH, SLOPE, SANITARY SEWER ---- - - - --- APPROX APPROXIMATELY) EST ESTIMATE MFG MANUFACTURED SCFM STANDARD CUBIC FEET PER MINUTE LLJ APWA AMERICAN PUBLIC WORKS ASSOCIATION EVC END VERTICAL CURVE MFR MANUFACTURER SCH SCHEDULE JN-1 ��� BREAK LINE .� EXISTING UTILITY POLE ANCHOR ASPH ASPHALT EW EACH WAY MG MILLION GALLONS SO STORM DRAIN a L,I W ASSY ASSEMBLY EXCL EXCLUDING MGD MILLION GALLONS PER DAY SE SOUTHEAST >� (1 I~-j pJ EXISTING STRUCTURE �� STREET LIGHT ATB ASPHALT TREATED BASE EXIST EXISTING MG/L MILLIGRAMS PER LITER SEC SECOND (n z AVAR AIR VACUUM & AIR RELEASE VALVE EXT EXTERIOR MGR MANAGER SECT SECTION 1-� PROPOSED STRUCTURE EXISTING TELEPHONE RISER Z 0 AUTO AUTOMATIC MH MANHOLE SF SQUARE FEET w O o - EXISTING FENCE D MAIL BOX AUX AUXILIARY F FAHRENHEIT, FACE, FAN MHHW MEAN HIGH HIGH WATER SHT SHEET r AVE AVENUE FF FINISH FLOOR MI MILE SIM SIMILAR Q z AWWA AMERICAN WATER WORKS ASSOCIATION FAB FABRICATE(D), FABRICATION MIC MONUMENT IN CASE SL SLOPE, SLEEVE W w - >• --w-�- PROPOSED FENCE �g EXISTING RIP RAP F/F FACE TO FACE MIN MINIMUM, MINUTE SPEC SPECIFICATIONS V) L W A A BF BUTTERFLY VALVE FH FIRE HYDRANT MISC MISCELLANEOUS SID SQUARE �-- a� ��50� EXISTING CONTOUR LINE PROPOSED RIP RAP m I- BLDG BUILDING FIN GR FINISHED GRADE MJ MECHANICAL JOINT SS STAINLESS STEEL., SANITARY SEWER Q < QO m W t5p -\ PROPOSED CONTOUR LINE �O EXISTING ROCKERY BLK BLOCK FL FLANGE, FLOWLJNE ML MEAN LO ST STREET BM BEAM, BENCHMARK FM FORCE MAIN MLLW MEAN LOWER LOW WATER STA STATION Q 80 BLOW OFF FO FIBER OPTIC MLW MEAN LOW WATER STD STANDARD Z ¢ �� EXISTING SLOPE oO0 PROPOSED ROCKERY BOD BIOCHEMICAL OXYGEN DEMAND FPM FEET PER MINUTE MOC MIDDLE OF CURVE STL STEEL (f) (f) EXISTING DITCH OR EDGE OF WATER IT EXISTING SIGN BOT BOTTOM FPS FEET PER SECOND MON MONUMENT STOR STORAGE (10 g — "'— BRG BEARING FRP FIBERGLASS REINFORCED PIPE MPH MILES PER HOUR STRUCT STRUCTURAL (n Ld J BRK BREAK FT FEET, FOOT MSL MEAN SEA LEVEL SUPERV SUPERVISOR J 0 PROPOSED DITCH OR EDGE OF WATER T PROPOSED SIGN BST BITUMINOUS SURFACE TREATMENT FTG FOOTING SUPT SUPPORT J U m N BTU BRITISH THERMAL UNIT FLIT FUTURE N NORTH SW SOUTHWEST = Q OHT OVERHEAD TELEPHONE LINE TREE (CONIFER) BULKHDS BULKHEADS N/A NON APPLICABLE SY SQUARE YARD U UGT UNDERGROUND TELEPHONE LINE EXISTING TREE (DECIDUOUS) G GUTTER, GAS NE NORTHEAST SYM SYMMETRICAL L,J CB CATCH BASIN GA GAGE NEG NEGATIVE C TO C CENTER TO CENTER GAL GALLON NIC NOT IN CONTRACT T TOP IZ —OHTV— OVERHEAD N LINE 0- EXISTING YARD LIGHT CF CUBIC FEET GALV GALVANIZED NO NUMBER TAN TANGENT :D CFH CUBIC FEET PER HOUR GO GUARD NS NOT SPECIFIED T & M TIME & MATERIALS 45.63 CFM CUBIC FEET PER MINUTE GEN GENERAL S —UGN— UNDERGROUND N LINE /— SPOT ELEVATION AT POINT SHOWN TUTS NOT TO SCALE TB TOP OF BANK ~ CFS CUBIC FEET PER SECOND GIP GALVANIZED IRON PIPE NT WT NET WEIGHT TBM TEMPORARY BENCHMARK —G— GAS LINE 45.63 SPOT ELEVATION AT DECIMAL POINT CI CAST IRON GL GLULAM NW NORTHWEST IC TOP OF CURB OHP OVERHEAD POWER LINE TC45.63 TOP OF CURB ELEVATION CIP CAST IRON PIPE GPD GALLONS PER DAY TFR TRANSFORMER CJ CONSTRUCTION JOINT GPM GALLONS PER MINUTE 02 OXYGEN THD'D THREADED a G� GUTTER ELEVATION OC ON CENTERS THK THICK n... CL CENTERLINE, CLASS GR GRADE, GRAVEL ry a —UGP— UNDERGROUND POWER LINE CL2 CHLORINE GIRD GROUND OD OUTSIDE DIAMETER, OUTSIDE DIMENSION THRU THROUGH EDGE OF TREES OR BRUSH CMP CORRUGATED METAL PIPE GRTG GRATING OH OVERHEAD, OVERHANG TOC TOP OF CONCRETE EXISTING GUARDRAIL CMU CONCRETE MASONRY UNIT GV GATE VALVE OHP OVERHEAD POWER LINE TOP TOP OF PIPE Q 3E NATURAL GROUND CO CLEANOUT GYP GYPSUM OPT OPTIONAL TRM TRANSMITTER PROPOSED GUARDRAIL 0 CO2 CARBON DIOXIDE ORIG ORIGINAL TRN TRANSDUCER 9w CONCRETE COMB COMBINATION HDPE HIGH DENSITY POLYETHYLENE OZ OUNCE TYP TYPICAL �a CONC CONCRETE, CONCENTRIC HH HAND HOLE TWP TOWNSHIP WET AREA CONT CONTINUOUS HOR HORIZONTAL P POST, PER, POWER E CONST CONSTRUCTION HP HIGH PRESSURE, HIGH POINT, HORSEPOWER PC POINT OF CURVATURE UBC UNIFORM BUILDING CODE a CRIB CRIBBING HT HEIGHT PE PLAIN END UG UNDERGROUND o E WATER SYMBOLS SANITARY /STORM SEWER SYMBOLS CS COMBINED SEWER HTR HEATER PERF PERFORATED UGP UNDERGROUND POWER LINE -E CTR CENTER H/V HEATING AND VENTILATING PH PHASE UUD UTILITY LOCAL IMPROVEMENT DISTRICT FJ CULV CULVERT HVAC HEATING, VENTILATING, AND AIR CONDITIONING PI POINT OF INTERSECTION U/P UTILITY POLE —1N— EXISTING WATERLINE FM EXISTING FORCE MAIN CV CHECK VALVE HW HIGH WATER PK PEAK USGS UNITED STATES GEOLOGICAL SURVEY o T CY /DAY CUBIC YARD PER DAY HWY HIGHWAY PL PROPERTY LINE air PROPOSED WATERLINE PROPOSED FORCE MAIN CYL CYLINDER HYD HYDRANT PNEU PNEUMATIC VAR VARIES HZ HERTZ (CYCLES PER SECOND) PP POWER POLE VC VERTICAL CURVE C EXISTING CAP /PLUG S EXISTING SANITARY SEWER D DITCH PRES PRESSURE VCP VITRIFIED CLAY PIPE =— DET DETAIL ID INSIDE DIAMETER PRV PRESSURE REGULATING VALVE VERT(S) VERTICAL(S) L PROPOSED CAP /PLUG PROPOSED SANITARY SEWER DI DUCTILE IRON IE INVERT ELEVATION PS PUBLIC SEWER VF VERTICAL FOOT CIA DIAMETER IN INCH PSF POUNDS PER SQUARE FOOT VOL VOLUME EXISTING COUPLING SO EXISTING STORM DRAIN DIAG DIAGRAM INCL INCLUDING PSIA POUNDS PER SQUARE INCH ABSOLUTE VPI VERTICAL POINT OF INTERSECTION _ DIFF DIFFERENTIAL INSUL INSULATE(D), INSULATION PSIG POUNDS PER SQUARE INCH GAGE VSS VOLATILE SUSPENDED SOLIDS u PROPOSED COUPLING PROPOSED STORM DRAIN DIM DIMENSION INV INVERT PT POINT, POINT OF TANGENCY DIST DISTRICT IRRG IRRIGATION PUD PUBLIC UTILITY DISTRICT W WEST, WATER EXISTING REDUCER CS EXISTING COMBINED SEWER DN DOWN PVC POLYVINYL CHLORIDE W/ WITH DNR DEPARTMENT OF NATURAL RESOURCES K KIP (1,000 POUNDS) PM POINT OF VERTICAL INTERSECTION W/O WITHOUT PROPOSED REDUCER o EXISTING SANITARY SEWER CLEAN OUT DR DRIVEWAY KV KILOVOLT PVT PAVEMENT WD WATER DISTRICT DO DISSOLVED OXYGEN KVA KILOVOLT AMPERE WM WATER MAIN, WATER METER. WIRE MESH PROPOSED THRUST BLOCK • PROPOSED SANITARY SEWER CLEAN OUT DWG(S) DRAWING(S) KW KILOWATT OTY QUANTITY WS WATER SURFACE `-N WT WEIGHT ® EXISTING WATER METER O EXISTING SANITARY SEWER MANHOLE E EAST LB POUND(S) R RADIUS, RANGE WWF WELDED WIRE FABRIC EA EXHAUST AIR, EACH LC LENGTH OF CURVE RAD RADIUS WWM WELDED WIRE MESH ® PROPOSED WATER METER PROPOSED SANITARY SEWER MANHOLE ECC ECCENTRIC LEV LEVEL RCP REINFORCED CONCRETE PIPE EFF EFFLUENT LF LINEAL FOOT(FEET) RECEPT RECEPTIONIST YD YARD Yy EXISTING FIRE HYDRANT ❑ EXISTING STORM DRAIN CATCH BASIN EL ELEVATION (ELEV) LIFT LEFT RECIRC RECIRCULATION YR YEAR ELECT ELECTRICAL LG LONG RECP RECEPTACLE w PROPOSED FIRE HYDRANT ■ PROPOSED STORM DRAIN CATCH BASIN LID LOCAL IMPROVEMENT DISTRICT RED REDUCE(R) # NUMBER, POUNDS LS LUMP SUM REF REFERENCE & AND a I EXISTING FLANGE JOINT REG REGULATOR EXISTING STORM DRAIN CULVERT LT LEFT a AT LTG LIGHTING REINF REINFORCED, REINFORCING 4 DIAMETER, PHASE 1 PROPOSED FLANGE JOINT >---t PROPOSED STORM DRAIN CULVERT LW LOW WATER REQ'D REQUIRED RESIL RESILIENT a 1 EXISTING MECHANICAL JOINT Q EXISTING STORM DRAIN MANHOLE RJ RESTRAINT JOINT �s 276602 1 PROPOSED MECHANICAL JOINT ® PROPOSED STORM DRAIN MANHOLE w I C EXISTING HUB OR PUSH —ON JOINT ° ( PROPOSED HUB OR PUSH -ON JOINT PROJECT RELATED SYMBOLS PROJECT RELATED NOTES SECTION & DETAIL NWABERING SYSTEM SURVEY SYMBOLS m �° EXISTING AIR RELIEF VALVE NONE PROPOSED AIR RELIEF VALVE (1) FOUND SECTION CORNER SET IRON PIPE /REBAR SECTION CUT ON DRAWINGS (3) DETAILS ARE CROSS - REFERENCED P EXISTING BLOWOFF IN A SIMILAR MANNER EXCEPT THAT 0.0.0 FOUND QUARTER CORNER & FOUNj) MONUMENT IN CASE ACCESS ROAD SECTION LETTER DETAILS ARE IDENTIFIED BY NUMBER FOUND SIXTEENTH CORNER I& FOUND SURFACE MONUMENT IIT PROPOSED BLOWOFF RESURFACING A RATHER THAN BY LETTER. i f�7 EXISTING BUTTERFLY VALVE CB DRAWING NO. ON WHICH �Q� FOUND CLOSING CORNER FOUND /SET LEAD &TACK, PK NAIL iiii SECTION APPEARS ■ lk PROPOSED BUTTERFLY VALVE FOUND MEANDER CORNER o FOUND /SET HUB W /TACK 0 4V EXISTING CHECK VALVE ® SOIL BORING O SECTION CENTER RAISE ACCESS ROAD Tqx LOT NUMBER �I PROPOSED CHECK VALVE O LL W S it AND RESURFACE (2) LS�oF WASy�o m EXISTING GATE VALVE ON DRAWING 15 THIS SECTION IS SHOWN NOTE: N OWNERSHIP TIE SECTION & DETAIL NUMBERING �.� 0 N PROPOSED GATE VALVE SYSTEM MAY OR MAY NOT BE USED. ANGLE POINT '" CROSS SECTION A BENCHMARK I � sW 0 EXISTING PLUG VALVE O IN PROPOSED PLUG VALVE RECONSTRUUCTTION SCALE 1" = 1'-O° o C4 FOUND IRON PIPE/REBAR bz F ` � /ONAL E� AND RESURFACING DRAWING NO. ON WHICH SECTION WAS CUT. Exais[s �i /e /�ao2 DI CD1 612 SCANNED SEP 1 % iWe LL 176 F R' ® .. s s s no oN O O EE 3Q W 3a H G_ c v sE _E om z > 3 Ywa o a � GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE CITY OF RENTON ENGINEERING STANDARDS AND THE PROJECT DOCUMENTS. CITY OF RENTON STANDARD PLAN DETAILS ARE LOCATED WITHIN THE BOUND CONTRACT SPECIFICATIONS. 2, VERTICAL AND HORIZONTAL CONTROL IS CITY OF RENTON AS INDICATED ON THE PLANS. 1 UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ACTUAL LOCATIONS MAY VARY. THE CONTRACTOR SHALL CALL THE "ONE CALL" CENTER AT 1- 800 - 424 -5555 FOR UTILITY MARKING 48 HOURS IN ADVANCE OF ANY EXCAVATION. 4. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF CONSTRUCTION. 5. FILTER FABRIC FENCE MUST BE CONSTRUCTED PER THE CITY OF RENTON STANDARD PLAN B066. 6. INSTALL ORANGE BARRIER FENCE AROUND ALL TREES TO BE SAVED OR PROTECTED WITHIN AND ADJACENT TO THE WORK AREA. REMOVE ALL BARRIER FENCING UPON COMPLETION. 7. THE HOURS OF WORK SHALL BE LIMITED TO 8:00 AM TO 5:00 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPT. OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPT, AND 911 SHALL BE NOTIFIED BY THE CONTRACTOR 24 HOURS IN ADVANCE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 9. A COPY OF APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. ASSIGNMENT OF CONTRACTOR'S RESPONSIBILITIES AND OBLIGATION FOR LOCATING, PROTECTING AND REPAIRING DAMAGE TO EXISTING UNDERGROUND UTILITIES IS SHOWN IN THE SPECIAL PROVISIONS PORTION OF THE CONTRACT SPECIFICATIONS. 11. ALL WORK IS SHOWN SCHEMATICALLY (I.E. ENOUGH DETAIL ON DRAWINGS TO SHOW INTENT). ALL ITEMS WILL BE FIELD FIT BY THE CONTRACTOR TO MATCH INTO EXISTING CONDITIONS. 12. THE CONTRACTOR SHALL PLACE ANY WASTE MATERIALS INCLUDING LOGS OR ROOTWADS AS DIRECTED BY THE ENGINEER. 13. ALL FINISH GRADE ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER. 14. THE CONTRACTOR SHALL PROVIDE SMOOTH ROAD TRANSITIONS TO AND FROM ALL AREAS DESIGNATED TO BE RECONSTRUCTED OR RAISED. 15. CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS. FLUSHING OF STREETS SHALL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE CITY. 16. CONTRACTOR TO PROVIDE A ONE (1) YEAR WARRANTY ON ALL WORK EXCEPT FOR NEW PLANTINGS WHICH REQUIRE A TWO (2) YEAR WARRANTY. CONTRACTOR TO COME BACK AFTER ONE YEAR AND REPLACE ALL ORIGINAL PLANTINGS THAT DID NOT TAKE. 17. "THUNDER HILLS" STREAM IS ALSO KNOWN AS "ROLLING HILLS" STREAM. "A",* - s%° ?71" GENERAL WORK APPROACH TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESL) 1. TEMPORARY EROSION AND SEDIMENTATION FACILITIES WILL BE CONTRUCTED AND IMPLEMENTED PRIOR TO ANY EXCAVATION. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 2. TEMPORARY SEDIMENTATION COLLECTION FACILITIES MUST BE PROVIDED AND MAINTAINED TO ENSURE THAT SEDIMENTATION OR OTHER HAZARDOUS MATERIALS DO NOT ENTER THE WATERS OF THE ADJACENT STREAM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONALS DICTATE, MORE EROSION CONTROL FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL ON THE PROJECT. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO ENSURE COMPLIANCE. ROAD REPAIR AND RESTORATION AREAS 1. INSTALL EROSION /SEDIMENTATION CONTROLS 2. CLEAR AND GRUB AREAS REQUIRING EXCAVATION. STOCKPILE ANY MATERIALS DESIGNATED BY THE ENGINEER TO BE USED IN STREAM STABILIZATION WORK. 3. CONSTRUCT ROAD REPAIRS. 4. FINISH GRADE AND CLEANUP ALL CONSTRUCTED AREAS. 5. INSTALL PLANTINGS AND HYDROSEED ALL DISTURBED AREAS. 6. REMOVE SEDMENTATION CONTROLS. STREAM RESTORATION AREAS 1. INSTALL AND MAINTAIN STREAM DIVERSION AROUND THE WORK AREA BY USING SANDBAG DIKES WITH PUMPING, CULVERTS OR OTHER ACCEPTABLE MEANS APPROVED BY THE ENGINEER. PUMPS AND DIVERSION PIPING TO BE SIZED TO HANDLE NORMAL ANTICIPATED FLOWS. 2. CONSTRUCT STREAM ENHANCEMENTS AND NEW FACILITIES, MAINTAINING THE SEPARATION OF THE WORK FROM THE STREAM FLOW. 3. REMOVE THE STREAM DIVERSIONS, AS APPROVED BY THE ENGINEER. 4. PLANT MATERIAL FOR LIVESTAKING WILL BE COLLECTED FROM THOSE AREAS APPROVED BY THE ENGINEER. 5. INSTALL PLANTINGS AND JUTE MATTING AS SHOWN ON THE PLANS AND AT DISTURBED AREAS 6. REMOVE SEDMENTATION CONTROLS. 1 :1 Miff f?rA ak b S-276603 SCNNNtu SEP 13 2UU1 s • W. t7pF WA 0 JtiF. 'yam c r ,1 0 18]00 / F GIS�µF.p \�F. SS /ONAL ENG III E%PIRES 11/8/2002 I m N I � I, I M`1 N M N I ~ d Z � O �Q N O'j, U z h o w W t___ ^ S 2 1--� a t . � I Of 0 of U) O+ W J Z a < I w N z Q U) w -JQ CD� —0 � m � a a � C) i s s s no oN O O EE 3Q W 3a H G_ c v sE _E om z > 3 Ywa o a � GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE CITY OF RENTON ENGINEERING STANDARDS AND THE PROJECT DOCUMENTS. CITY OF RENTON STANDARD PLAN DETAILS ARE LOCATED WITHIN THE BOUND CONTRACT SPECIFICATIONS. 2, VERTICAL AND HORIZONTAL CONTROL IS CITY OF RENTON AS INDICATED ON THE PLANS. 1 UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ACTUAL LOCATIONS MAY VARY. THE CONTRACTOR SHALL CALL THE "ONE CALL" CENTER AT 1- 800 - 424 -5555 FOR UTILITY MARKING 48 HOURS IN ADVANCE OF ANY EXCAVATION. 4. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF CONSTRUCTION. 5. FILTER FABRIC FENCE MUST BE CONSTRUCTED PER THE CITY OF RENTON STANDARD PLAN B066. 6. INSTALL ORANGE BARRIER FENCE AROUND ALL TREES TO BE SAVED OR PROTECTED WITHIN AND ADJACENT TO THE WORK AREA. REMOVE ALL BARRIER FENCING UPON COMPLETION. 7. THE HOURS OF WORK SHALL BE LIMITED TO 8:00 AM TO 5:00 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPT. OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPT, AND 911 SHALL BE NOTIFIED BY THE CONTRACTOR 24 HOURS IN ADVANCE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 9. A COPY OF APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. ASSIGNMENT OF CONTRACTOR'S RESPONSIBILITIES AND OBLIGATION FOR LOCATING, PROTECTING AND REPAIRING DAMAGE TO EXISTING UNDERGROUND UTILITIES IS SHOWN IN THE SPECIAL PROVISIONS PORTION OF THE CONTRACT SPECIFICATIONS. 11. ALL WORK IS SHOWN SCHEMATICALLY (I.E. ENOUGH DETAIL ON DRAWINGS TO SHOW INTENT). ALL ITEMS WILL BE FIELD FIT BY THE CONTRACTOR TO MATCH INTO EXISTING CONDITIONS. 12. THE CONTRACTOR SHALL PLACE ANY WASTE MATERIALS INCLUDING LOGS OR ROOTWADS AS DIRECTED BY THE ENGINEER. 13. ALL FINISH GRADE ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER. 14. THE CONTRACTOR SHALL PROVIDE SMOOTH ROAD TRANSITIONS TO AND FROM ALL AREAS DESIGNATED TO BE RECONSTRUCTED OR RAISED. 15. CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS. FLUSHING OF STREETS SHALL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE CITY. 16. CONTRACTOR TO PROVIDE A ONE (1) YEAR WARRANTY ON ALL WORK EXCEPT FOR NEW PLANTINGS WHICH REQUIRE A TWO (2) YEAR WARRANTY. CONTRACTOR TO COME BACK AFTER ONE YEAR AND REPLACE ALL ORIGINAL PLANTINGS THAT DID NOT TAKE. 17. "THUNDER HILLS" STREAM IS ALSO KNOWN AS "ROLLING HILLS" STREAM. "A",* - s%° ?71" GENERAL WORK APPROACH TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESL) 1. TEMPORARY EROSION AND SEDIMENTATION FACILITIES WILL BE CONTRUCTED AND IMPLEMENTED PRIOR TO ANY EXCAVATION. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 2. TEMPORARY SEDIMENTATION COLLECTION FACILITIES MUST BE PROVIDED AND MAINTAINED TO ENSURE THAT SEDIMENTATION OR OTHER HAZARDOUS MATERIALS DO NOT ENTER THE WATERS OF THE ADJACENT STREAM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONALS DICTATE, MORE EROSION CONTROL FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL ON THE PROJECT. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO ENSURE COMPLIANCE. ROAD REPAIR AND RESTORATION AREAS 1. INSTALL EROSION /SEDIMENTATION CONTROLS 2. CLEAR AND GRUB AREAS REQUIRING EXCAVATION. STOCKPILE ANY MATERIALS DESIGNATED BY THE ENGINEER TO BE USED IN STREAM STABILIZATION WORK. 3. CONSTRUCT ROAD REPAIRS. 4. FINISH GRADE AND CLEANUP ALL CONSTRUCTED AREAS. 5. INSTALL PLANTINGS AND HYDROSEED ALL DISTURBED AREAS. 6. REMOVE SEDMENTATION CONTROLS. STREAM RESTORATION AREAS 1. INSTALL AND MAINTAIN STREAM DIVERSION AROUND THE WORK AREA BY USING SANDBAG DIKES WITH PUMPING, CULVERTS OR OTHER ACCEPTABLE MEANS APPROVED BY THE ENGINEER. PUMPS AND DIVERSION PIPING TO BE SIZED TO HANDLE NORMAL ANTICIPATED FLOWS. 2. CONSTRUCT STREAM ENHANCEMENTS AND NEW FACILITIES, MAINTAINING THE SEPARATION OF THE WORK FROM THE STREAM FLOW. 3. REMOVE THE STREAM DIVERSIONS, AS APPROVED BY THE ENGINEER. 4. PLANT MATERIAL FOR LIVESTAKING WILL BE COLLECTED FROM THOSE AREAS APPROVED BY THE ENGINEER. 5. INSTALL PLANTINGS AND JUTE MATTING AS SHOWN ON THE PLANS AND AT DISTURBED AREAS 6. REMOVE SEDMENTATION CONTROLS. 1 :1 Miff f?rA ak b S-276603 SCNNNtu SEP 13 2UU1 s • W. t7pF WA 0 JtiF. 'yam c r ,1 0 18]00 / F GIS�µF.p \�F. SS /ONAL ENG III E%PIRES 11/8/2002 ti n,,A- R LL 176 F R CID, SCANNED SEP 13 2002 N a a° oN wz s= O 3E E- Q E_ G � O E m o� O II y� �o O _H _II i � ^ N BETWEEN STA 6 +65 AND STA 7 +30 S � INSTALL A 6 -8 FT HIGH STREAM SIDE BETWEEN STA 8 +15 AND ROCKERY WALL FOR ROADWAY WASHOUT STA 8 +50 NARROW NEW N 9' REPAIR AND STREAM BANK � AV4 N w d a Z s Ld Q L + "' a LL) Q z A Q `sj � � O z Of (D F- A (f) CD a U) j U LLJ �U L0 c}O F t Q Of Q cry W Z a a° oN wz s= O 3E E- Q E_ G � O E m o� O II y� �o O _H _II i BETWEEN STA 6 +65 AND STA 7 +30 INSTALL A 6 -8 FT HIGH STREAM SIDE BETWEEN STA 8 +15 AND ROCKERY WALL FOR ROADWAY WASHOUT STA 8 +50 NARROW NEW N 9' REPAIR AND STREAM BANK ROADWAY SURFACE IN WIDTH + \ RESTORATION AREA 1. SEE 4 C5 STA 8 +00, REPLACE 25 STA EXIST 6 "0 PVC `Z +23, REPLACE LF EXIST 4 "0 PERF PIPE j STA 8 +54, INSTALL NEW TYPE 1 CB (ON GROUND SURFACE) DRAIN PIPE WITH 20 LF, 12 °0 WITH SOLID LOCKING COVER. CONNECT W/ 4 °0 NON -PERF ADS CO WITH TED POLYETHYLENE _ EXIST 4" ADS AND REPLACE EXIST POLYETHYLENE PIPE. PIPE. MAI AIN 24" COVER AND 1110+20 4 "0 ADS UNDER ROAD WITH 18 LF OF CONNECT TO NEW CB 2% SLOPE N. INSTALL NEW 12 "0 CORRUGATED POLYETHYLENE PIPE, ROCK LINED I LET PER 3 BETWEEN STA AND STA 10 +55, CUT BACK BA K ON EAST SIDE OF MAINTAIN 24" COVER AND 2% SLOPE CS ACCESS ROAD REMOVE MAPLE STUMP MIN. PLACE 4 " -8" QUARRY SPALL AT STA 10 +46 (EXIST CEDAR STUMP TO RIP RAP AT OUTLET PER 1 O : - REMAIN) AND PLACE ON THE LOW WESTERLY C8 0 f v Ent J_ 7 m STREAM BAN, DOWNSTREAM OF 48" 0 -1 / PER- P,cE E ,,.w; } : l =- CULVERT, JUTE MAT SLOPE AND LLA �- m <�z mss; > > • F LOp InJB h TACT: U _ 77, 7 i // 11 11 11 f TI'1 2; Vc •T - \ �\ \ _ FCC a0'PLACE 4 ° -8" QUARRY s s:. 4 SECU R TO -. ' SPALL RIP RAP AT � zzs - �_ 42 / PER,/ 1 SLOPE PER 4 - T ', `C7 - - -- 1 - / C8 G a REMOVE SOIL BERM THIS i EDGE NEW ROADWAY F E ? � — - i - - STA 8+00, INSTALL AREA AND RESURFACE ACCESS SURFACE, TYP. e F - " -4- —_ — -i '� ROAD PER NEW TYPE 1 CB WITH SOLID 1 BETWEEN STA 11 +60 AND 11 +90 STA 10 +50��_ STA 8 +30 LOCKING COVER AND 14 LF, C5 V� INSTALL A 10 -12 FT HIGH STREAMSIDE CULVERT REMOVAL AND UTILITY _ CULVERT REMOVAL AND 1T °0 CORRUGATED POLY- INSTALL NEW SURFACING ON ETHYLENE PIPE. EXISTING PARKING LOT DRAIN PIPE y ROCKERY WALL FOR ROADWAY AND WALKWAY BRIDGE, AREA B. EXISTING UTILITY ACCESS ROAD, UTILITY WALKWAY BRIDGE, STREAM BANK STABILIZATION AREA 2. SEE 2 SEE AREA A. SEE 1 MAINTAIN 24° COVER AND TERMINATES THIS AREA_ MATCH PIPE SEE 3 ! C6 C5 C6 g% QUARRY SPALL L RIP RAP WATER TIGHT OCOUPLING (SUBMIT SHOP k C6 APPROXIMATE LOCATION FOR SETTING 0 OUTLET PER 1 DWG) AND EXTEND W/ ±50' NEW CORRUGATED POLYETHYLENE PIPE MAPLE STUMP REMOVED FROM EAST C8 WITH `WATER TIGHT JOINTS_ SIDE ACCESS ROAD. COORDINATE TERMINATE W/ QUARRY SPALL RIP RAP PER 1 FINAL LOCATION WITH ENGINEER. C8 EXISTING PROFILE © UTILITY l _ ............. .................. :..... ....:........ :....... .:.... ..............:... ....:...... .....- - - ---- -- --- - -- -- -- ---- - -- --- -- ACCESS ROADWAY 250 - - O _ ---- --- ------ -- - - 240 Q - _ — 266 Ld - /TWIN 36"0 CONCRETE z . ..- ,_: . ...... ....... ...:..... -- -- ----- ---------- ------ -.... --- ---- 5 (REMOVE THUNDER HILLS AND DISPOSE OFFSITE) U STREAM FLOWLINE 48'0 STEEL CULVERT Q . ......... . .. .... . ..... (REMOVE AND DISPOSE.. ... _ .. ..... - _ .... _ _ . _ ... . OFFSITE) 2io 200 I % ��G; 18]00 I fP lu f pt s /aant ' ExaiRES tt /a /zooz S -21766 SCANNL,) SEP 13 ZUOZ B B i FR OSO 0 n— - J -,7 4� e, 6 SCANNED SEP 13 2002 I A � N N STA 18 +55 END ROADWAY o RESURFACING ImPRO`JEm'E g PER 1 O (714 m C5 { W ^ m a r u N�/ dE :, rZ I;iE ^i` CLEAN OUT DEBRIS FROM END a o Dr OF EXIST CULVERT. PLACE 4 " -8" F- � O QUARRY SPALLS AROUND OUTLET sT iee.�8_° ry H-- Q -' AND FOR 5 LF DOWNSTREAM _ 3 - W -1- U PER 1;' - s _ —>— i cllj rip, T7 af o - Q Q O "E" ED 3A610rJ < CD (n (n O - ! '�•�'> °sE _' Asa =—� ri- c;}.• -� _ ' t sG / 0 00 x °F P` �• t, . i , " �� 1 5 — Hub Al- t - -- - vi V i e + H STA 22 +53, INSTALL NEW METAL \ SWING GATE. GATE TO OPEN TO { E! THE NORTHWEST AND "AT REST" WILL LAY PARALLEL TO ACCESS fJ NO FDIELDVERS E FINAL LOCATION C5 y L) 124 a� 9 ----- dY•� --------------- - - ---- - .....- ........... .. .......................... - - _ - S-2*76607 -n� - -- -------- -- --------- 180 . . - - - -- ... ---- - - - -.. - ---- - - - -- - - - - - -- ----- N ACE ROVEMENTS M - -- - -- 170 - - - - - - - - - - - O x _ n a W a a a ..... ....... .. ... . ..... .... - -. . . .... . . . . ..... - -. .. ... ....-- -- - --- -- ........ ...... ...... ........... .... --- .... -- _ . . - - 170 160 .1. 70 . _ .. _.. -- - ---- 160 Q LINE PIPE OUTLET FOR 5 LF W/ w 4 " -8° QUARRY SPALLS PLACED -- o TO 12" DEPTH, MIN. -- _ Ld x 150 - Z .............. ....... 1sa — 1so m - THUNDER HILLS _ STREAM FLOWLINE C-) H 140 .. .......................... ... .... ................... ................------- .... -- - -.. .....................--- -..... ..... -..... .150 .. ......................... - - - - -- - - - -- Z....:.........:...................:.........:.......................................:.........:.........:.........:.........:.......................................:........ ......... .. :................ . .. -. 0 w �LLWS. e7oo ,� w IONA ............................... ................. __ CIS- U _ 24 +00 23 +00 22 +00 21 +00 19 +00 eariRCS „ /e /zaoz 18 +00 C- C C C C C ��; 27Z,!>4 7 SCANNLU SEP 15 4LLc ROLL 176 FR' "I s s "1 21 N N � 1 1 n � MATERIAL, GRAVEL BARROW SEE o "s SEC. 9- 03.14(1) WIDEN AND RESURFACE EXIST ACCESS WEIRS TO BE DETERMINED IN THE ROAD AS SHOWN ON PLANS FIELD BY ENGINEER. N 8' MIN - 10' MAX 6" 0 GATE POST z s VARIES VARIES BACKSLOPE STREAM RESTORATION NOTES ON J� w a {Yl o (VARIES) I a z Z a cn w �� - � O p m Z J FOR STREAMBANK O STREAM RELOCATION, AREA 1 4 SCALE 1" = Q W w U �% 0 PROTECTION, SEE Z =1z OTHER DETAILS cn W p A N o 3" 4 SCH 40 STEEL PIPE- I cn 2i '"� 1% TYP 2 Q(f) :::) �- �W ow Ld 1,110 a w Qae�1 Q U Z= I„ � Q Q � f _ 0 -Q v x� of U-) >a� EXISTING ACCESS ROADWAY SURFACE w MOW DOWN AND BRUSH BACK EXISTING VEGETATION AND INSTALL 10" MIN COMPACTED DEPTH (SHOULDER) T BALLAST MATERIAL CONFORMING TO ~ APWA /WSDOT SECTION 9- 03.9(2) UTILITY ACCESS ROAD RESURFACING DETAIL i �o OZ SCALE 3/8" = 1' -0" O O� E_ 3 a E'tl W as 0 m o� a� z > 3 o = 1116 DRAINAGE PIPE (NEW OR EXISTING, i SEE PLAN) / C C) 0 o -4- O _ D OOOO EXCAVATE INLET AREA, - - - -10 ODOO �FLOWLINE AND PLACE GE QUARRY SPALLS AS SHOWN 0 \0 O 5' MIN QOO O PLAN 2 I 1 S' DRAIN PIPE 4 ° -8' QUARRY SPALLS 12" DEEP (MIN.) SECTION AT FLOWLINE NEW ROCK LINED INLET DETAIL SCALE 3/8" = V -0" VA wwD -J7 -276A ROLL ROADWAY SURFACE PER(@ NEW ROADWAY FILL C5 MATERIAL, GRAVEL BARROW SEE CONFORM W/ APWA /WSDOT EDGE OF SEC. 9- 03.14(1) WASHOUT WEIRS TO BE DETERMINED IN THE FIELD BY ENGINEER. INSTALL 3 RED REFLECTORS W/ 1/4" GALV STEEL PLATES WELDED OR BOLTED TO GATE BARS. REFLECTORS TO FACE VEHICLE ENTRANCE SIDE ONLY CONCRETE CAP 6" 0 SCH 80 STEEL POST I 1' -10" 6 "4 SCH 80 STEEL POST FILLED W/ CONC, TYP EACH SIDE ff3"SCH 40 STEEL PIPE WELDED STEEL HINGE FIXTURES W/ BOLT THRU CENTER, THREE (3) EACH EDGE OF EXISTING ACCESS ROAD STREAMSIDE ROCKERY WALL. SEE 2 C7 EXIST. STREAM BANK / DO NOT DISTURB NEW TOP CENTER, TYPICAL WELDED SEE NOTES: EXACT LOCATION OF BOULDER WELD 3/8" PLATE TO GATE POST WEIRS TO BE DETERMINED IN THE FIELD BY ENGINEER. 1" 0 x 4" LONG FOR CONSTRUCTION SEQUENCE AND 6" 0 GATE POST STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES ON SHEET G3. ROAD WASHOUT REPAIR — STREAM RELOCATION, AREA 1 4 SCALE 1" = 10' -0" C2 3 "0"0/8" ANGLE IRON CUT TO FIT W/ 1 1/2" HOLE THRU TOP CENTER, TYPICAL WELDED TO GATE WELD 3/8" PLATE TO GATE POST GATE 1" 0 x 4" LONG 6" 0 GATE POST PIN W/ 1/2" HOLE 3/8" FROM BOTTOM PADLOCK FURNISHED BY CITY 3" 4 SCH 40 STEEL PIPE- 13'-0" TOP OF GATE TO BE LEVEL 3' -0" 1 3' -0" 3' -0" 1 f _ 6" GALVANIZED � 1` GALVANIZED STEEL 1 GUSSET SUPPORTS 5' -0" 3" MIN EXISTING ROAD SURF ACE 18 "0 CONCRETE FOOTING, TYP-, NOTES: GATE & POST CONSTRUCTION SHALL CONSIST OF HOT DIPPED GALVANIZED STEEL PIPE. ALL CROSSBARS SHALL HAVE CONTINUOUS FILLET WELD. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & PROVIDE SHOP DRAWINGS OF GATE & POST ASSEMBLY (INCLUDING HINGE & LATCH FIXTURES) FOR APPROVAL BY CITY REPRESENTATIVE PRIOR TO CONSTRUCTION. ALL METAL & WELD JOINTS ASSOCIATED W/ GATE & POST ASSEMBLY SHALL BE HOT DIPPED GALVANIZED STEEL & GALVANIZED STICK TREATMENTS FOR JOINTS. NEW METAL SWING GATE DETAIL 2 SCALE 1/2- = 1 ' -0" VA S- ?16608 C �,• = ='��$ SCANNED SEP 13 2002 L /SF'G2 ss °rug ENG EXPIRES 11/8/2002 4w s N V� a s a � � N N � N � NEW BOULDER WEIRS N NEW 48" WIDE GLULAM -' w _j BRIDGE WITH PIPE SUPPORT TO OW /0 EXCAVATION AT TOE OF SLOPE. C7 U) EXIST. STREAM GRADE u t;E� 0 O! Ld Ld w V z NEW STREAM GRADE I 15 BURIED BED CONTROL ROCKS w C) A �' REMOVE CULVERT PIPES 7 ZZ�<1 Q w O ^ 33 w <0 Q SECTION A Q Q J J m SCALE 1" = 10' -0" V) 0 = O cn I Li Li z S ROADWAY RESURFACE PER 1 o° —EXIJI SS ',4H #50 C5 INSTALL FLAT SURFACED ROCKS . -j- FOR 6" HIGH "STEP —UP" LANDING EXIST. ROCKERY, REMOVE ROCK °a 3Q EDGE EXIST ACCESS ROAD AS REQ'D TO INSTALL NEW BRIDGE ABUTMENT AND REUSE ON BANKS W NEW CB AND DRAIN OR STREAM BOTTOM ,E-, �a Qi rno PIPE. SEE PLAN S A 8+ 0 a a 7 8 +2 _ y \£ A +50 — zf __ - T1 NEW EDGE OF ACCESS ROAD € r BURIED BED CONTROL ROCKS A Z REMOVE &SE OF TWIN 36" 0 RCP NEW BOULDER WEIRS (SPACED "moo ag CULVERTS 15' APART) AND "KEY" INTO BANK. DOWNSTREAM WEIR a TO HAVE BURIED BED INSTA L FINE MESH JUTE MATTING, CONTROL ROCKS, SEE( FROM TOP OF BANK TO STREAM C8 HIGH WATER FLOWLINE, 3 LOCATIONS NEW 48" WIDE GLULAM PLANT WILLOW, SALMONBERRY, AND BRIDGE WITH PIPE SUPPORTS, RED —OSIER DOGWOOD FROM ON —SITE SEE a STOCKS, SEE 3 4 S1 MATCH WITH EXIST GROUND, TYP a NOTES: a IF THERE ARE NOT SUFFICIENT ON —SITE PLANT STOCKS AVAILABLE AND IF DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL IMPORT, AT THEIR EXPENSE, ALL o NECESSARY PLANT MATERIALS. r FOR CONSTRUCTION SEQUENCING AND STREAM FLOW DIVERSIONS SEE STREAM m RESTORATION NOTES ON SHEET G3. CULVERT REMOVAL /UTILITY WALKWAY BRIDGE, AREA A 1 0 SCALE 1 " = 10'-0" C2 ww�p 2T °�76B ,v 3 - ROADWAfY RESURFACE, SEE CS 1 rCV.t& o EL 236 _�_ INSTALL NEW 3' r' HIGH ROCKERY 'J TOE OF BANKt INSTALL FINE MESH JUTE MATTING FROM TOP OF BANK TO TOP OF NEW ROCKERY. PLANT WILLOW, SALMONBERRY AND RED —OSIER DOGWOOD ON BANKS FROM ON —SITE STOCK_ SEE/-j'\,-`A REMOVE MATERIAL THIS AREA, SEE PLAN INSTALL TWO SETS FLAT SURFACED ROCKS FOR "STEP —UP" LANDING, EACH LANDING TO BE 6" HIGH MAX REMOVE AND DISPOSE OF EXIST. 48" STEEL CULVERT PIPE 15' MIN. INSTALL NEW 3' HIGH r' ROCKERY 0 TOE OF BANK PRIOR TO PLACING JUTE MATTING AND PLANTINGS, TYP NEW 48" WIDE GLULAM BRIDGE WITH PIPE SUPPORT SEE(D S1 MATCH WITH EXISTING GROUND, TYP NOTES: INSTALL NEW ROCKERY ON EAST BANK BETWEEN STA 10 +36 AND STA 10 +70 AND ON WEST BANK BETWEEN STA 10 +30 AND STA 10 +50. MAINTAIN A MINIMUM STREAM CHANNEL WIDTH OF 5'. INSTALL ROCKERY PER DETAIL 2 C7 REMOVE TREES AS NECESSARY ON WEST SIDE OF STREAM TO INSTALL NEW WALKWAY BRIDGE. FOR CONSTRUCTION SEQUENCING AND STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES ON SHEET G3_ CULVERT REMOVAL /UTILITY WALKWAY BRIDGE, AREA B 2 SCALE 1 ° = 10' -0" C2 ROADWAY RESURFACE PER � _ EDGE OF EXIST ACCESS ROAD— ROADWAY REPAIR AND STREAMBANK STABILIZATION, AREA 2 ExRIRES 11/8/2002 SCALE 1" = 10' -0" C2 S -2 SCANNED SEP 13 WOZ 8 REMOVE VEGETATION AND INSTALL NEW ROCKERY WALL ON EXIST SLOPE FOR STREAMBANK -' STABILIZATION- ROCKERY INSTALLATION SIMILAR TO OW /0 EXCAVATION AT TOE OF SLOPE. C7 ROADWAY REPAIR AND STREAMBANK STABILIZATION, AREA 2 ExRIRES 11/8/2002 SCALE 1" = 10' -0" C2 S -2 SCANNED SEP 13 WOZ 8 N -o N ° STA NEW BOULDER DER WEIR. SEE 2 REMOVE MAT'L, 00 NEW WALKWAY BRIDGE DOWNSTREAM N 00 C Q of / z J� C8 REUSE ON -SITE i- AS NEEDED ? F GROUND PROFILE N OVER EXIST 48" CMP W w n w C / a o _ f, EDGE EXIST. ACCESS ROAD C5 LLI Q F cn EL 198.0 _ _ 5 a t_ EL 197.0 - - - - - - - - - - - - - - - - - - - - - -- -- -- - w D� a 20' 20' - -- - - - - - - - - - - - - - - - -- Q =) w p w O W � p - RELOCATED 8" WATER, SEE 2 NEW BOULDER WEIR BURIED BED CONTROL ROCKS, SEE Q O z = TYPICAL, SEE C9 C8 cn Q Q C-) REMOVE AND DISPOSE \ 140 LF, EXIST. 48" 0 O }Lj w CMP AND WINGWALL Of LONG x 4 FT. WIDE WALKWAY BRIDGE, REMOVE AND DISPOSE m ENTRANCE SECTION e �T NEW. VERIFY EXIST DEPTH SCALE: 1" = 10' -0" ® ®` _ NEW ACCESS ROADWAY SURFACE, SEE e C5 12" MIN SEE DETAIL 3 FOR ROCKERY PLANTINGS 2 -MAN ROCKS BACKFILL WITH GRAVEL BORROW \� 1 MEETING APWA /WSDOT SEC. 9- 03.14(1) �3 2 " -4" QUARRY SPALLS EXIST STREAM BED (1' MIN THICKNESS BEHIND ROCKERY) BOTTOM TWO LAYERS TO BE 3 -MAN ROCKS EXISTING SUBGRADE 2' MIN 12" TYP. NOTES: EXCAVATION UMIT ROCKERY HEIGHTS ARE NOTED ON THE PLANS. BASE ROCKS SHOULD BE DROP SEATED INTO QUARRY SPALLS. UNLESS OTHERWISE NOTED MINIMUM ROCK SIZES ARE TO HAVE AN AVERAGE DIMENSION OF 18 " -28 ". STREAMSIDE ROCKERY WALL 2 NTS A NOTE: PIPE RESTRAINTS TO BE PLACED PERPENDICULAR TO EXISTING GRADE CORRUGATED POLYETHYLENE PIPE WITH WATER TIGHT JOINTS MATCH DIAMETER RUBBER HOSE FOR OF EXIST PIPE -- ENCAPSULATION EXISTING GRADE z NO. 4 HOOK REBAR FOR RESTRAINT, 10 FT ON CENTER M �w w ABOVE GRADE PIPE RESTRAINT SYSTEM 4 NTS C2 5 e cisr� -O�� s ILt ez s�oru,� � E%PIRES 11/8/2W2 SCANNEU SEP 131062 a � C Q of / o a �_ E \£-- - / 7s bo NEW ROADWAY SURFACE PERe _ f, EDGE EXIST. ACCESS ROAD C5 t_ - - - - - - - - - - - - - - - - - - - - - -- -- -- - - -- - - - - - - - - - - - - - - - -- i STA 15 +60 INST NEW BOULDER WEIR TYPICAL, SEE \ TOP & OT E OF INSTALL NEW 15 FT. EXIST. STREAM, TYPICAL w a ° LONG x 4 FT. WIDE WALKWAY BRIDGE, REMOVE AND DISPOSE m MATCH W/ GROUND EXISTING 48" 0. CMP �- BOTH SIDES, SEE 1 CULVERT AND WINGWALL REPLACE EXIST. 8" WM WITH NEW. VERIFY EXIST DEPTH AND LOCATION PRIOR TO NEW CONSTRUCTION, SEE 2 C9 , i � NOTES: � z , INSTALL FINE MESH JUTE MATTING ON ALL DISTURBED - AREAS (EXCEPT PATHWAY), PLANT WILLOW, SALMONBERRY, AND RED -OSIER DOGWOOD, SEE 3 4 Crj C8 / / FOR CONSTRUCTION SEQUENCE AND STREAM FLOW DIVERSIONS o SEE STREAM RESTORATION NOTES ON SHEET G3. 3 CULVERT REMOVAL NEW PEDESTRIAN BRIDGE, AREA C i SCALE: 1" = 10' -0" C3 i ® ®` _ NEW ACCESS ROADWAY SURFACE, SEE e C5 12" MIN SEE DETAIL 3 FOR ROCKERY PLANTINGS 2 -MAN ROCKS BACKFILL WITH GRAVEL BORROW \� 1 MEETING APWA /WSDOT SEC. 9- 03.14(1) �3 2 " -4" QUARRY SPALLS EXIST STREAM BED (1' MIN THICKNESS BEHIND ROCKERY) BOTTOM TWO LAYERS TO BE 3 -MAN ROCKS EXISTING SUBGRADE 2' MIN 12" TYP. NOTES: EXCAVATION UMIT ROCKERY HEIGHTS ARE NOTED ON THE PLANS. BASE ROCKS SHOULD BE DROP SEATED INTO QUARRY SPALLS. UNLESS OTHERWISE NOTED MINIMUM ROCK SIZES ARE TO HAVE AN AVERAGE DIMENSION OF 18 " -28 ". STREAMSIDE ROCKERY WALL 2 NTS A NOTE: PIPE RESTRAINTS TO BE PLACED PERPENDICULAR TO EXISTING GRADE CORRUGATED POLYETHYLENE PIPE WITH WATER TIGHT JOINTS MATCH DIAMETER RUBBER HOSE FOR OF EXIST PIPE -- ENCAPSULATION EXISTING GRADE z NO. 4 HOOK REBAR FOR RESTRAINT, 10 FT ON CENTER M �w w ABOVE GRADE PIPE RESTRAINT SYSTEM 4 NTS C2 5 e cisr� -O�� s ILt ez s�oru,� � E%PIRES 11/8/2W2 SCANNEU SEP 131062 a � N t0 N N 1� � i N I � Ld py o a ra O _ li � J w Q O U z LJ � w (f) w o Q� of Q0 ~w Ow p z - z= vi Q Q cn J QI m N Q x o U-, w n z Qo mo a .- r� z N °° s= Ey 3 ¢ W 3a r-. a � o 3 E C� o� �7 z T ?o o i Wa FINE MESH JUTE MATTING MEETING APWA /WSDOT SEC.9 -14.5 (1) SECURED PER MANUFACTURER'S RECOMMENDATIONS ---_ 1 3F \-LIVE STAKES SEE 4 y 2 ca ) EXISTING STREAMBANK LIVE STAKES SEE C8 ROCKERY PLANTINGS & JUTE MATTING DETAIL 3 NTS VA - w i ° wwp_s� -1746 EXISTING GROUND CONNECT EXISTING OR NEW 4" 0 ADS TO NEW CB, MATCH CROWNS, TYP. \ NEW ACCESS ROADWAY SURFACE, SEE PLANS i REMOVE PORTION OF STAKE IF DAMAGED DURING PLACEMENT. STAKE SHOULD NOT PROTRUDE MORE THAN 6" AFTER INSTALLATION. STAKE 24" LENGTH (WILLOW AT MIN 3/4" 0) (DOGWOOD AT 1/2" 0) DRIVE STAKES TO 18" MIN DEPTH 6,, T%A NATIVE SOIL LIVE STAKES 4 NTS NOTES: INSTALL 12" CPEP 18" ABOVE INVERT OF TYPE I CATCH BASIN. TOTAL DEPTH OF TYPE I CATCH BASIN IS 3' -6 ". 4 " -8" QUARRY SPALLS FROM 1 FT ABOVE TO 5 FT BELOW PIPE OUTLET. / HIGH WATER SURFACE--\ \-12" CPEP, 24" MIN COVER S = 2% MIN (LENGTH AS NEW TYPE I CATCH BASIN, SHOWN ON PLANS) STANDARD PLAN B012 WITH SOLID LOCKING COVER CITY OF RENTON STD PLAN 8020 — — — — — —1 NEW CROSS CULVERT AND CATCH BASIN NTS C2 17 6 1/4" - 3" ROUND ROCK LOW FLOW NOTCH BOULDER, 30" MIN DIA FOUNDATION BOULDERS SAME SIZE AS WEIR = KEY INTO BOULDERS STREAMBANK, TYP WEIR BOULDER AVERAGE DIMENSION 18 " -28 ", KEY TOGETHER z INTO ARCH SHAPE SHOWN. a x PLUNGE a POOL p C BURIED BED CONTROL ROCKS. INSTALL ON DOWNSTREAM BOULDER WEIR ONLY, SEDGE OF UNLESS OTHERWISE SHOWN STREAM CHANNEL PLAN 30" 2' MIN TYPICAL REV- tGETATE DISTURBED STREAMBANKS 3' DEEP LOW FLOW NOTCH FOUNDATION BOULDERS SECTION C 4 Alp IVA" os PLUNGE POOL, t 4v VSw UNLESS OTHERWISE SHOWN, ONE CHANNEL WIDTH WEIR BOULDER (5' MIN) 6" ROUND ROCK 1' DEEP, MIN 2' MIN BURIED BED CONTROL - -- ----------- - - - - -- - Q -- ROCKS 12 " -18" AV" Dl' - - -Q -- -- 1/2 WEIR BOULDER DIA INSTALL FOUNDATION BOULDERS SEAL UPSTREAM SIDE IN FRONT OF AND BEHIND MAIN OF WEIR WITH 1/4" WEIR BOULDERS, TYPICAL 3- ROUND ROCK PROFILE BOULDER WEIR DETAIL 2 NTS VA _e FtGISZf 4 �2,IOZ SS/ONAL EXPIRES 11/8 /2002 L` 10 ; J�� a2dd a /zl' SCANNED SEP 13 2002 ® r � � N N a e � � w z W -3: Ld a z e ry z o O O w O w- 0!� ~(f) til Q� z U 0 A Q = O Q Of h a a z �F n.- �a o; wz s= p p of 3Q -� Ev � s E C ov rn REPLACE 60 LF W/ NEW TO BE REMOVED 8" 0 WATERMAIN TO NEW DEPTHS, SEE 2 = C1 C9 NEW CASING Gi REMOVE EXISTING (� 8" 22 1/2• VERT BEND © (MJxMJ) CONC BLOCKING o REMOVE EXISTING `= AND CONNECT NEW 8" DI 8° 22 1/2- VERT BEND L -- -_- -- - - { (MJxMJ) CONC BLOCKING AND CONNECT NEW 8 D I iS1 - -- - - - -- - -- -- - -- - - - - - - - - - - - - - - - - - - - - ----------- .� ------ - - - - -- NEW DEAD —MAN ANCHOR WITH SHACKLES, TYP 2 — 8" 22 1/2 VERTICAL BENDS (RJ x MJ) WATERLINE RELOCATION PLAN VIEW SCALE: 1" = 20' -0" LENGTH = ±60' �a ±17' 10' 6' 10' ±1 7' TYP. NEW ROCKERY EXIST GROUND PROFILE z It WALL, INSTALL OVER WATERMAIN ° €s REMOVE AND INSTALL \ NEW STREAM CHANNEL PER 2 8" LONG BODY SLEEVE MJ ( ) FLOWLINE ELEV 197.5 � REMOVE AND a NEW CONCRETE DEAD—MAN - -= t SALVAGE TO CITY i j ANCHOR, SEE DETAIL _ - -- - -- - - -- - o - -- - -- - - - -- — — — --------------- - -- THIS SHEET ELEV 196.5 NEW 8 "— 22 1/2° 2' MIN VERT. BEND ( RJxMJ) p\ s I $ - - - - -- - -- -- - - -- - - -- - -- - -- - a NEW 8 " -22 1/2° �\ \ VERT- BEND (MJxRJ)------- 4 26 LF NEW 18" O.D. x 0.375" 0 STEEL CASING W/ CENTERED REMOVE EXIST 48" CMP } AND RESTRAINED CASING m SPACERS & WRAP — AROUND NOTE: ALL NEW 8 "0 DI EXPOSED TO o "EARTH" TO BE WRAPPED (ENCASED) IN POLYETHYLENE PER CITY STANDARDS. w Ww/> -2.7 -3766 5411627"Oot NEW CONCRETE DEAD —MAN ANCHOR a SEE DETAIL, THIS SHEET - i EXISTING 8 "0 PIPE Of U D � C M T- 4 - 3/4° SHACKLE RODS NOTES: PLACE CONCRETE AGAINST UNDISTURBED EARTH, BOTH FACES CLASS 5 1/2 SACK CONCRETE 3000 PSI MIN PLAN VIEW NTS #4 REBAR 12" O.C" EACH WAY, CENTER IN CONCRETE I 3° COVER TYP, 0 O D p EXIST 8 "0 PIPE 4 — 3/4" SHACKLE RODS BETWEEN 6 DEAD —MAN ANCHOR AND NEW 22 1/2° BEND, TYP BOTH SIDES TYPICAL CONCRETE DEAD —MAN ANCHOR CONSTRUCTION SEQUENCING NOTES NTS 1/8 THICK SYNTHETIC t 32 LF — 8" DI, CLASS 52, RESTRAINED JT. PIPE RUBBER END SEAL, EQUAL W/ 3 CASING SPACERS PER PIPE SECTION, TYP. CONSTRUCTION SEQUENCE AND STREAM FLOW DIVERSIONS PER STREAM RESTORATION NOTES ON SHEET G3. TO CASCADE END SEALS, TYPICAL BOTH ENDS SECTION 2 SCALE: 1 " = 5' -0" To -m.' COORDINATE ALL CONSTRUCTION, CONNECTIONS AND TESTING WITH THE CITY OF RENTON. ALL VALVE OPERATIONS AND WATER SHUT DOWNS TO BE PERFORMED BY THE CITY ONLY. PROVIDE CONSTRUCTION FENCING AROUND ALL EXCAVATIONS. INSTALL DEAD —MAN ANCHOR BLOCKS ON EXISTING 8" WATERLINE AND SHACKLE ROD STUB OUTS. ALLOW 3 —DAY CURING TIME FOR CONCRETE. REMOVE EXISTING BENDS AND INSTALL 2 -8" (MJ) END CAPS AND SHACKLE TO DEAD —MAN ANCHOR BLOCKS, REMOVE SECTION OF EXISTING WATERMAIN. INSTALL NEW 8" DI PIPE IN STEEL CASING, VERTICAL BENDS, FITTINGS, SHACKLE RODS, TEMPORARY CAPS, BLOWOFFS, AND BLOCKING. PRESSURE TEST NEW PIPE, FLUSH, DISINFECT, AND OBTAIN PURITY TESTS. REMOVE TEMPORARY END CAPS AND CONNECT EXISTING WATERLINE. FwT SCANNED SEP 13 ZOOZ I N L y, o E%PIRES 11/8/2002 I `4 I c°�I m N ^ M V-6 N \ 1 4° N o U � 4 cV a a /'� V 1 L w z w N Z s 14 Q� W to D � CD EL ZO w p r U) ° N wQ ° U) w U z �Q 0 W O LLj QIr o p m U) J v Of = Q E- ° C� a o Of a ao mo ow OO 0 a [~E- W 0- a o c a � �E om a� �o 0 x z �N, N \ 1 4° N o U � 4 a a w a � m 0 3 3 CONT 4 "x6" BULL RAIL 4 "x6"x1'4" SCUPPER BLK Q 8' MAX. SECURE W/ (2) 5/8"x12" LAG BOLTS @ 8" EA BLK PATHWAY f 1' -6" 1 t 1' -6" 8.75"x48" GLULAM W/ WOOD 3/4" MUSH OOM CLEATS OR EQUIV. TRACTION HEAD BOLT SURFACING Q 4" O.C. SPACING I NOTE: ACTUAL LOCATION OF BRIDGE ABUTMENTS TO BE DETERMINED IN THE FIELD BY ENGINEER. MAXIMUM ABUTMENT SPACING TO BE 25'. r F- N L2.5x2.5x3/16" BRACE 4�6TO 5/8 "0x6" LAG BOLT GLULAM EXIST. 8" 0 SEWER LINE, SUSPEND FROM GL W/ B -LINE B3100 -8 CLEVIS HANGER OR EQUIV. PROVIDE B310OPS OVER X -BOLT. SPACE HANGERS AT 10' MAX. SECTION AT CREEK CROSSING SCALE: 1" = 1' -0" r 6" TYP INSTALL FLAT SURFACED ROCKS FOR "STEP -UP ". SEE PLANS. - 6" 3' -0" 6" PIN PILE 2" DIA 2, -0" SCH 80 PIPE, TYP GL 8.75 1 1/2" 2" 2„ 2" DIA SCH 80 PIPE ±15' EMBEDMENT BEARING PLATE 3/8" ASSUMED, FIELD VERIFY `1 PIPE 1.5 "Ox5" SLEEVE, TYP. SECTION AT ABUTMENT vvwP.27- 17" SCALE: 1" = 1' -0" BULL RAIL BEYOND GL DECK, MATCH W/ SLOPE OF PIPE 8 "x8" TIMBER CAP EXIST SEWER LINE BETWEEN PILES TRANS SECTION AT ABUTMENT SCALE: 1" = V -0" /3/16 V PLATE 1/4" EA SIDE, SECURE W/ (2) 5/8" BOLTS 8 "x8" CAP W/ (2) 5/8" MUSHROOM HEAD BOLTS, TYP. 3/16 BRIDGE AND ABUTMENT DETAIL SCALE = AS SHOWN VA STRUCTURAL NOTES A. GENERAL Al. AS -BUILT VERIFICATION CONTRACT DOCUMENTS THAT DESCRIBE EXISTING CONDITIONS ARE BASED ON FIELD OBSERVATIONS BY OTHERS AND ARE NOT BASED ON EXTENSIVE FIELD MEASUREMENTS, OPENING OF CONCEALED CONDITIONS OR EXCAVATION OF BURIED ITEMS. THE STRUCTURAL ENGINEER OF RECORD DOES NOT WARRANT THEM TO BE WITHOUT ERROR. THESE PORTIONS OF THE DRAWINGS ARE INTENDED AS A GUIDE TO THE CONTRACTOR WHO SHALL VERIFY ACTUAL CONDITIONS AT THE JOB SITE. A2. DIMENSIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS, BOTH FOR THIS WORK AND FOR ALL EXISTING CONDITIONS WHICH EFFECT THIS WORK, PRIOR TO THE START OF WORK AND IT SHALL BE HIS RESPONSIBILITY TO IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF RECORD SHOULD ANY DISCREPANCIES EXIST. A3. ERECTION BRACING THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE ERECTION BRACING AS REQUIRED FOR STABILITY OF THE STRUCTURE AND ITS STRUCTURAL COMPONENTS DURING ALL PHASES OF CONSTRUCTION. A4. SHOP DRAWINGS SHOP DRAWINGS (2 SETS OF PRINTS) SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AFTER THE CONTRACTOR HAS REVIEWED AND STAMPED SAME FOR COMPLIANCE AND PRIOR TO FABRICATION FOR THE FOLLOWING ITEMS: 1. STRUCTURAL STEEL 2. GLUED - LAMINATED TIMBER 3. DECK TRACTION SURFACING A5. SPECIAL INSPECTIONS IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 108 OF THE UBC, THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE FOLLOWING WORK: 1. PIPE PILE INSTALLATION: THE PROJECT GEOTECHNICAL ENGINEER OF RECORD SHALL MONITOR AND APPROVE THE INSTALLATION OF ALL PIPE PILES. 2_ STRUCTURAL WELDING: PERIODIC SPECIAL INSPECTIONS SHALL BE PROVIDED FOR ALL SINGLE -PASS FILLET WELDS. B_ STRUCTURAL DESIGN 81_ BUILDING CODE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1997 EDITION OT THE UNIFORM BUILDING CODE (UBC) AS AMENDED AND ADOPTED BY THE CITY OF RENTON. B2. DESIGN LOADS DECK LIVE LOAD 1100PSF 5'i 7 "00 PIPE PILE VERTICAL CAPACITY 4 KIPS B3. FOUNDATIONS PILE INSTALLATION SHALL BE AS SPECIFIED IN THE PIN PILE RECOMMENDATIONS PREPARED BY ZIPPER ZEMAN ASSOCIATES, INC_, DATED MARCH 13, 2000_ C_ STRUCTURAL STEEL Cl. APPLICABLE CODES STEEL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION_ WELDING SHALL BE IN ACCORDANCE WITH AWS DLL C2. MATERIALS W SHAPES, CHANNELS, ANGLES, BARS, AND PLATES: ASTM A36, FY = 36,000 PSI STEEL PIPE PILES: ASTM A53, GRADE B BOLT: ASTM A307, MUSHROOM HEAD WHERE NOTED WELDING ELECTRODES: E70XX. ALL WELDING SHALL BE PERFORMED BY AWS AND WABO CERTIFIED WELDERS_ C3_ HOT -DIP GALVANIZING ALL STRUCTURAL STEEL SHALL BE HOT - DIPPED GALVANIZED AFTER FABRICATION. D. TIMBER D1_ APPLICABLE CODES TIMBER CONSTRUCTION SHAT! CONFORM TO THE REQUIREMENTS OF CHAPTER 23 OF THE UNIFORM BUILDING CODE_ D2. MATERIALS 1. LUMBER: DOUGLAS FIR #2, EXCEPT 8X MEMBERS SHALL BE DOUGLAS FIR #1. PRESSURE TREAT PER AWPA C2_ TREATMENT SHALL COMPLY WITH WWPI'S BEST MANAGEMENT PRACTICES FOR USE OF TREATED TIMBER IN AQUATIC ENVIRONMENTS. ALL SAWN LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE NTH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO.16, LATEST EDITION_ 2. GLUED - LAMINATED TIMBER: DECKING SHALL BE DOUGLAS FIR GRADE L7, PRESERVATIVE TREATMENT FOR SOIL CONTACT PER AITC 109 WITH WET USE ADHESIVES PER ANSI /AITC A190.1 EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. 3. FIELD TREATMENT: ONE GALLON OF COPPER NAPTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD TREATING WOOD. ALL ABRASIONS AND CUTS MADE IN THE FIELD SHALL BE GIVEN 3 BRUSH COATS OF THE FIELD TREATMENT SOLUTION. HOLES DRILLED W THE FIELD SHALL BE POURED FULL OF PRESERVATIVE. E. PIPE HANGERS E1. PIPE HANGERS IDENTIFIED BY CATALOG NUMBER AS MANUFACTURED BY B -LINE SYSTEMS, INC. REFER TO CATALOG 25198. PROVIDE HOT- DIPPED GALVANIZED FINISH. EQUIVALENT DEVISES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED EQUIVALENCE CAN BE DEMONSTRATED TO THE ENGINEER OF RECORD. FR 057 SCANNED SEP 13 ZOOZ I p EXPIRES 11/26/02 S! g 9 FYI a P w Fyn Z o 0 Iii/ z 0 1 n g 8 a° o° ® Q `oE E- >-4 H �a w •� O E \°S4 om a� g r Z 0 In al rr wrvvP -a7— t�43 SCALE 1" = 1000' ,ATION ow APPROXIMATE LOCATION OF ACCESS ROAD AND THUNDER HILLS STREAM Em S -? E INDEX TO DRAWINGS G1 COVER SHEET G2 SYMBOLS AND ABBREVIATIONS G3 GENERAL AND PROJECT NOTES Cl STA 1 +00 TO STA 6 +50 C2 STA 6 +50 TO STA 12 +25 C3 STA 12 +25 TO STA 18 +00 C4 STA 18 +00 TO STA 24 +50 C5 MISCELLANEOUS DETAILS, SHEET 1 C6 MISCELLANEOUS DETAILS, SHEET 2 C7 MISCELLANEOUS DETAILS, SHEET 3 C8 MISCELLANEOUS DETAILS, SHEET 4 C9 WATERMAIN RELOCATION S1 STRUCTURAL DETAILS AND NOTES RECORD DRAWING N c�F� y Sro BASED ON NFO W71OH COMPMEO I FROM THE 9WIRWFOR AND O7HM � BY DATE r /arses' U NIG510NE & ASSOCIATES. INC. C7NIG ENS N 4010 STONE WAY NORTH SEA771E. WASHINFON =03 �� z 7 a z C G 1 ao SCANNED MAR 9 8 2903 Of U) W O ( , u Q Wd W � W �/ z VN � 0o <o N z� z �$ o W Q� w In N W = U Q a° o° ® Q `oE E- >-4 H �a w •� O E \°S4 om a� g r Z 0 In al rr wrvvP -a7— t�43 SCALE 1" = 1000' ,ATION ow APPROXIMATE LOCATION OF ACCESS ROAD AND THUNDER HILLS STREAM Em S -? E INDEX TO DRAWINGS G1 COVER SHEET G2 SYMBOLS AND ABBREVIATIONS G3 GENERAL AND PROJECT NOTES Cl STA 1 +00 TO STA 6 +50 C2 STA 6 +50 TO STA 12 +25 C3 STA 12 +25 TO STA 18 +00 C4 STA 18 +00 TO STA 24 +50 C5 MISCELLANEOUS DETAILS, SHEET 1 C6 MISCELLANEOUS DETAILS, SHEET 2 C7 MISCELLANEOUS DETAILS, SHEET 3 C8 MISCELLANEOUS DETAILS, SHEET 4 C9 WATERMAIN RELOCATION S1 STRUCTURAL DETAILS AND NOTES RECORD DRAWING THIS ORAMMIG HAS BEEN PREPARED c�F� y Sro BASED ON NFO W71OH COMPMEO FROM THE 9WIRWFOR AND O7HM m i /7 BY DATE HAINI0de1D. COLLBR & WADE— /arses' U NIG510NE & ASSOCIATES. INC. C7NIG ENS 4010 STONE WAY NORTH SEA771E. WASHINFON =03 S— 2 7 6 C G 1 /kt- ; y_ = 7,,/,/ c--,F SCANNED MAR 9 8 2903 ABBREVIATIONS AB ANCHOR BOLT ELL ELBOW MAINT MAINTENANCE RM ROOM n ` IOP(X`.RAPIdiC & MISCELLANEOUS UTILITY SYMBOLS AC ASPHALTIC CONCRETE, ACRE EMBD EMBEDDED MAS MASONRY RP RADIUS POINT, REFERENCE POINT o a ACID ASBESTOS CEMENT PIPE EMER EMERGENCY MAT'L MATERIAL RPM REVOLUTIONS PER MINUTE ca AGG AGGREGATE ENGR ENGINEER n '.X MAXIMUM RR RAILROAD N \ CENTERLINE O EXISTING GAS METER AL ALUMINUM EQ EQUAL MB MAILBOX RT RIGHT I C —_ — Qt EXISTING GAS VALVE ALT ALTERNATE EQUIP EQUIPMENT MCC MOTOR CONTROL CENTER R/W RIGHT OF WAY PROPERTY LINE OR R/W ALUM ALUMINUM EQUIV EQUIVALENT MCU MASTER CONTROL UNIT . (V __________ o EXISTING UTILITY POLE ANC ANCHOR ESMT EASEMENT MECH MECHANICAL S SOUTH, SLOPE, SANITARY SEWER I W EASEMENT LINE APPROX APPROXIMATELY) EST ESTIMATE MFG MANUFACTURED SCFM STANDARD CUBIC FEET PER MINUTE .� EXISTING UTILITY POLE ANCHOR APWA AMERICAN PUBLIC WORKS ASSOCIATION EVC END VERTICAL CURVE MFR MANUFACTURER SCH SCHEDULE 8 a J $ —�— BREAK LINE ASPH ASPHALT EW EACH WAY MG MILLION GALLONS SD STORM DRAIN (7� _ - ASSY ASSEMBLY EXCL EXCLUDING MGD MILLION GALLONS PER DAY SE SOUTHEAST d a W $ ® EXISTING STRUCTURE o- STREET LIGHT ATB ASPHALT TREATED BASE EXIST EXISTING MG/L MILLIGRAMS PER LITER SEC SECOND AVAR AIR VACUUM & AIR RELEASE VALVE EXT EXTERIOR MGR MANAGER SECT SECTION d (/) Z o EXISTING TELEPHONE RISER MH MANHOLE SF SQUARE FEET Z 1-J 0 PROPOSED STRUCTURE AUTO AUTOMATIC 8 Of O 0 H AUX AUXILIARY F FAHRENHEIT, FACE, FAN MHHW MEAN HIGH HIGH WATER SHT SHEET Ld EXISTING FENCE D MAIL BOX AVE AVENUE FF FINISH FLOOR MI MILE SIM SIMILAR Q Q z m N AWWA AMERICAN WATER WORKS ASSOCIATION FAB FABRICATE(D), FABRICATION MIC MONUMENT IN CASE SL SLOPE, SLEEVE N W ^ m r - w- -w--w- PROPOSED FENCE EXISTING RIP RAP F/F FACE TO FACE MIN MINIMUM, MINUTE SPEC SPECIFICATIONS k-a BF BUTTERFLY VALVE FH FIRE HYDRANT MISC MISCELLANEOUS SO SQUARE r� a Z$ —A50--- EXISTING CONTOUR LINE PROPOSED RIP RAP BLDG BUILDING FIN GR FINISHED GRADE MJ MECHANICAL JOINT SS STAINLESS STEEL, SANITARY SEWER 0' p m F� Z. BLK BLOCK FL FLANGE, FLOWL.INE ML MILLILITER ST STREET QO Q 0 W 19�� PROPOSED CONTOUR LINE COO EXISTING ROCKERY BM BEAM, BENCHMARK FM FORCE MAIN MLLW MEAN LOWER LOW WATER STA STATION Q A EXISTING SLOPE 000 PROPOSED ROCKERY BO BLOW OFF FO FIBER OPTIC MLW MEAN LOW WATER STD STANDARD BOO BIOCHEMICAL OXYGEN DEMAND FPM FEET PER MINUTE MOC MIDDLE OF CURVE STL STEEL N —...— v EXISTING SIGN BOT BOTT� FPS FEET PER SECOND MON MONUMENT STOR STORAGE EXISTING DITCH OR EDGE OF WATER BRG BEARING FIRP FIBERGLASS REINFORCED PIPE MPH MILES PER HOUR STRUCT STRUCTURAL (n W J BRK BREAK FT FEET, FOOT MSL MEAN SEA LEVEL SUPERV SUPERVISOR J U O M'� PROPOSED DITCH O2 EDGE OF WATER r PROPOSED SIGN BST BITUMINOUS SURFACE TREATMENT FTG FOOTING SUPT SUPPORT U FJ.� BTU BRITISH THERMAL UNIT FLIT FUTURE N NORTH = Q N —OHT— OVERHEAD TELEPHONE LINE EXISTING TREE (CONIFER) BULKHDS BULKHEADS N/A NON APPLICABLE SY, SQUARE EXISTING TREE (DECIDUOUS) G GUTTER, GAS NEG NEOUGATIVEST SYM SYMMETRICAL q —UGT— UNDERGROUND TELEPHONE LINE ) CB CATCH BASIN GA GAGE II p C TO C CENTER TO CENTER GAL GALLON NIC NOT IN CONTRACT T TOP Z —OHTV— OVERHEAD TV LINE EXISTING YARD LIGHT CF CUBIC FEET GALV GALVANIZED NO NUMBER TAN TANGENT CFH CUBIC FEET PER HOUR G) GUARD NS NOT SPECIFIED T & M TIME & MATERIALS 45.63 SPOT ELEVATION AT POINT SHOWN NTS NOT TO SCALE TB TOP OF BANK S -UGTV- UNDERGROUND TV LINE CFM CUBIC FEET PER MINUTE GEN GENERAL CFS CUBIC FEET PER SECOND GP GALVANIZED IRON PIPE NT WT NET WEIGHT TBM TEMPORARY BENCHMARK -G- GAS LINE 45.63 SPOT ELEVATION AT DECIMAL POINT CI CAST IRON GL G•ULAM NW NORTHWEST TC TOP OF CURB TC45.63 TOP OF CURB ELEVATION CIP CAST-IROWPIF'E GPD GALLONS PER DAY 02 OXYGEN TFR THREADED TRANSFORMER _ -OHP- OVERHEAD POWER LINE CJ CONSTRUCTION JOINT GPM GALLONS PER MINUTE o /G45.13 GUTTER ELEVATION CL CENTERLINE, CLASS GR GRADE, GRAVEL OC ON CENTERS THK THICK --g -UGP- UNDERGROUND POWER. LINE CL2 CHLORINE GRID GROUND OD OUTSIDE DIAMETER, OUTSIDE DIMENSION THRU THROUGH 3 ° /XYY\ EDGE OF TREES OR BRUSH CMP CORRUGATED METAL. PIPE GRTG GRATING OH OVERHEAD, OVERHANG TOC TOP OF CONCRETE c . •E OHP OVERHEAD POWER LINE TOP TOP OF PIPE EXISTING GUARDRAIL CMU CONCRETE MASONRY UNIT GV GATE VALVE r a Q ® E NATURAL GROUND CO CLEANOUT GYP GYPSUM OPT OPTIONAL TRM TRANSMITTER a (~ 3Q ORIG ORIGINAL TRN TRANSDUCER �— PROPOSED GUARDRAIL CO2 CARBON DIOXIDE F a u e ►Z _° - CONCRETE COMB COMBINATION HOPE HIGH DENSITY POLYETHYLENE OZ OUNCE TYP TYPICAL a ° m b' CONC CONCRETE CONCENTRIC HH HAND HOLE TWP TOWNSHIP Ak WET AREA CONT CONTINUOUS HOR HORIZONTAL P POST, PER, POWER y Q C o CONST CONSTRUCTION HP HIGH PRESSURE, HIGH POINT, HORSEPOWER PC POINT OF CURVATURE UBC UNIFORM BUILDING CODE CRIB CRIBBING HT HEIGHT PE PLAIN END UG UNDERGROUND v I a v y E ;a o PERF PERFORATED UGP UNDERGROUND POWER LINE WATER SYMBOLS SANITARY /STORM SEWER SYMBOLS CS COMBINED SEWER HTR HEATER z ¢ �E PH PHASE UUD UTILITY LOCAL IMPROVEMENT DISTRICT CTR CENTER H/V HEATING AND VENTILATING a °� CULV CULVERT HVAC HEATING, VENTILATING, AND AIR CONDITIONING PI POINT OF INTERSECTION U/P UTILITY POLE —W— EXISTING WATERLINE —FM— EXISTING FORCE MAIN CV CHECK VALVE HW HIGH WATER PK PEAK USGS UNITED STATES GEwO^�'CAL SURVEY c o CY /DAY CUBIC YARD PER DAY HWY HIGHWAY PL PROPERTY LINE air PROPOSED WATERLINE PROPOSED FORCE MAIN CYL CYLINDER HYD HYDRANT PNEU PNEUMATIC VAR VARIES HZ HERTZ (CYCLES PER SECOND) PP POWER POLE VC VERTICAL CURVE $ L EXISTING CAP/PLUG —S— EXISTING SANITARY SEWER D DITCH PRES PRESSURE VCP VITRIFIED CLAY PIPE DET DETAIL ID INSIDE DIAMETER PRV PRESSURE REGULATING VALVE VERT(S) VERTICAL(S) L PROPOSED CAP/PLUG PROPOSED SANITARY SEWER DI DUCTILE IRON IE INVERT ELEVATION PS PUBLIC SEWER VF VERTICAL FOOT DIA DIAMETER IN INCH PSF POUNDS PER SQUARE FOOT VOL VOLUME o tt EXISTING COUPLING —SD— EXISTING STORM DRAIN DIAG DIAGRAM INCL INCLUDING PSIA POUNDS PER SQUARE INCH ABSOLUTE Vpl VERTICAL FONT OF INTERSECTION DIFF DIFFERENTIAL INSUL INSULATE(D), INSULATION PSIG POUNDS PER SQUARE INCH GAGE VSS VOLATILE SUSPENDED SOLIDS ai PROPOSED COUPLING PROPOSED STORM DRAIN DIM DIMENSION INV INVERT PT POINT, POINT OF TANGENCY DIST DISTRICT IRRG IRRIGATION PUD PUBLIC UTILITY DISTRICT W WEST, WATER D EXISTING REDUCER - -CS — EXISTING COMBINED SEWER DN DOWN PVC POLYVINYL CHLORIDE W/ WITH POINT OF VERTICAL INTERSECTION W/O WITHOUT DNR DEPARTMENT OF NATURAL RESOURCES K KIP (1,000 POUNDS) PVI ► PROPOSED REDUCER U EXISTING SANITARY SEWER CLEAN OUT DR DRIVEWAY KV KILOVOLT PVi PAVEMENT WD WATER DISTRICT DO DISSOLVED OXYGEN KVA KILOVOLT AMPERE WM WATER MAIN, WATER METER, WIRE MESH �I PROPOSED THRUST BLOCK • PROPOSED SANITARY SEWER CLEAN OUT DWG(S) DRAWING(S) KW KILOWATT QTY QUANTITY WS WATER SURFACE WT WEIGHT 9 EH EXISTING WATER METER 0 EXISTING SANITARY SEWER MANHOLE E EAST LB POUND(S) R RADIUS, RANGE WWF WELDED WARE FABRIC $ EA EXHAUST AIR, EACH LC LENGTH OF CURVE RAD RADIUS WWM WELDED WIRE MESH B PROPOSED WATER METER a PROPOSED SANITARY SEWER MANHOLE ECC ECCENTRIC LEV LEVEL RCP REINFORCED CONCRETE PIPE EFF EFFLUENT LF LINEAL FOOT(FEET) RECEPT RECEPTIONIST YD YARD ty EXISTING FIRE HYDRANT ❑ EXISTING STORM DRAIN CATCH BASIN EL ELEVATION (ELEV) LFT LEFT RECIRC RECIRCULATION YR YEAR ELECT ELECTRICAL LG LONG RECP RECEPTACLE y/ PROPOSED FIRE HYDRANT ® PROPOSED STORM DRAIN CATCH BASIN LID LOCAL IMPROVEMENT DISTRICT RED REDUCE(R) HIE NUMBER, POUNDS LS LUMP SUM REF REFERENCE & AND a Y I EXISTING FLANGE JOINT EXISTING STORM DRAIN CULVERT LT LEFT REG REGULATOR 0 AT LTG LIGHTING REINF REINFORCED, REINFORCING 0 DIAMETER, PHASE 1 PROPOSED FLANGE JOINT PROPOSED STORM DRAIN CULVERT LW LOW WATER REQ'D REQUIRED RESIL RESILIENT CL 1 EXISTING MECHANICAL JOINT ® EXISTING STORM DRAIN MANHOLE RJ RESTRAINT JOINT IL a S PROPOSED MECHANICAL JOINT • PROPOSED STORM DRAIN MANHOLE S W C EXISTING HUB OR PUSH -ON JOINT a C PROPOSED HUB OR PUSH -ON JOINT PROJECT RELATED SYMBOLS PROJECT RELATED NOTES SECTION & DETAIL NUMBERING SYSTEM SURVEY SYMBOLS m � EXISTING AIR RELIEF VALVE NONE - FOUND SECTION CORNER SET IRON PIPE/REBAR PROPOSED AIR RELIEF VALVE (1) o0a FOUND QUARTER CORNER p FOUND MONUMENT IN CASE SECTION CUT ON DRAWING 5 (3) DETAILS ARE CROSS- REFERENCED 0 FOUND SIXTEENTH CORNER 8 FOUND SURFACE MONUMENT 4 EXISTING BLOW/OFF IN A SIMILAR MANNER EXCEPT THAT ACCESS ROAD sECnoN �� DETAILS ARE IDENTIFIED BY NUMBER FOUND CLOSING CORNER x FOUND /SET LEAD &TACK, PK NAIL i PROPOSED BLOWOFF RESURFACING A RATHER THAN BY LETTER. -' da EXISTING BUTTERFLY VALVE CB oRAwuaG NM ON vans+ mc FOUND MEANDER CORNER o FOUND /SET HUB W /TACK sECna+ AvaEARs Ix A PROPOSED BUTTERFLY VALVE ® SOIL BORING ORECOSE DRAWING CTION CENTER g o ?1 EXISTING CHECK VALVE Q TAX LOT NUMBER g rn RAISE ACCESS ROAD N OWNERSHIP TIE THIS DRAWING ON IN HAS BEEN PREPARED g � N PROPOSED CHECK VALVE FROM THE CONTRACTOR AND OTHERS S��F W ss�' S `r d ANGLE POINT AND RESURFACE (2) ON DRAWING 15 THIS SECTION IS SHOWN NOTE: Ii4GJ?JI+`�✓ o yico� g D4 EXISTING GATE VALVE SECTION &DETAIL NUMBERING #A 8Y N PROPOSED GATE VALVE SYSTEM MAY OR MAY NOT BE USED. Y BENCHMARK CROSS DATE � Petn.. ZPi. ?,011'3 0 EXISTING PLUG VALVE CROSS SEC Z �ry ION A ° FOUND IRON PIPE/REBAR HAMMOND. OOUER & WADIE- UVMGSMW & ASSOCIATES, ACCESS ROAD SCALE 1' = 1' -O' C4 CwAvING Mommy ICI PROPOSED PLUG VALVE RECONSTRUCTION xN rnnwNC Na m iqH 4010 STONE WAY 'NORTH C AND RESURFACING SEC110N WAS CUT. SEATTLE, WASHINGTON 98103 Zp -,s -j> S- 276662 /jo j=_ �)��aF SCANNED MAR 2 5 7003 i ROLL 179 FR ffm wa►� °2i -s ?si - - e i1. ✓ _ _ RECORD DRAIMNG A� M � N M _� GENERAL NOTES GENERAL 11VORK APPROACH � N �_ � yAwowFlo, c:ou� � wAOe- lr�i��iz uvx a Assoa�AlES, iN6. ooNSU��+c C �ofo sraav= wAY t�tn+ ��--�� s�r►rnE. wAICroN' s�aDS I ° � 1. ALL WORK SHALL CONFORM TO THE CITY OF RENTON ENGINEERING STANDARDS h i AND THE PROJECT DOCUMENTS. GTY OF RENTON STANDARD PLAN DETAILS ARE... TEMPORARY EROSION .AND SEDIMENTATION CONTROL (TESCi N d_ z LOCATED WITHIN THE BOUND CONTRACT SPECIFlCATIONS. aJ (�✓ � r 2. VERTICAL AND HORIZONTAL CONTROL IS CITY OF RENTON AS INDICATED ON THE PLANS. 1. TEMPORARY EROSION AND SEDIMENTATION FACILITIES WILL BE CONTRUCTED AND 'PRIOR w � � �° � IMPLEMENTED TO ANY EXCAVATION. THESE FACILITIES MUST BE SATISFACTORILY THE POTENTIAL FOR �i � a w 3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ACTUAL LOCATIONS MAY VARY. °ONE FOR MAINTAINED UNTIL THE CONSTRUCTION. tS COMPLETED AND d. a � THE CONTRACTOR SHALL CA1 THE -CAl1" CENTER AT 1- 800 - 424 -5555 ON -SITE EROSION HAS PASSED. F, UTILITY MARKING 48 HOURS IN ADVANCE OF ANY EXCAVATION. i 8 w � ��j � 2. TEMPORARY SEDIMENTATION COLLECTION FACILITIES MUST BE PROVIDED AND Q � `/ Z ;,r 4. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE MAINTAINED TO ENSURE THAT �DiMENTATION OR OTHER HAZARDOUS MATERIALS n � � w � � � €.� CONTRACTOR W ADVANCE OF CONSTRUCTION. DO NOT ENTER THE WATERS OF THE ADJACENT STREAM. AS CONSTRUCTION � � `" <�_ z a PROGRESSES AND UNEXPECTED SEASONAL CONDITIONALS DICTATE, MORE EROSION �J � 3� 5. FlLTER FABRIC FENCE MUST BE CONSTRUCTED PER THE CITY OF RENTON STANDARD CONTROL FACILITIES MAY BE'REQUIRED TO ENSURE COMPLETE SILTATION � � J O w PLAN 8066. CONTROL ON -THE PROJECT. DURING THE COURSE OF CONSTRUCTION, IT SHALL - Q � Q BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS Q v w � ¢ 6. INSTALL ORANGE BARRIER FENCE AROUND ALL TREES TO BE SAVED OR PROTECTED AN-Y NE�CONDLT]ONS- THAT MAY BE .CREATED.: BY CONSTRUCTION ACTIVITIES AND ��'Q Z � WITHIN AND. ADJACENT TO THE WORK AREA. REMOVE ALL BARRIER.. FENCING UPON _ TO PROVIDE ADDITIONAL FAGLITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, `�, J Q C � °'� I'►�1 a� COMPLETION_ AS MAY BE NEEDED TO ENSURE COMPLIANCE. p �L{ y g 7. THE HOURS OF WORK SHALL BE LIMITED TO 8:00 AM TO 5:00 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC. WORKS -- w ALL STREET CLOSURES, PARTIAL OR FULL, sHALL- BE APPROVED BY THE DEPT. ROAD REPAIR AND RESTORATION AREAS 0 OF PUBLIC WORKS 24 HOURS 1N ADVANCE THE POLICE DEPARTMENT, FlRE DEPT, Z � 2 AND 911 SHALL BE NOTIFlED BY THE CONTRACTOR 24 HOURS IN ADVANCE. _ �. INSTALL EROSION /SEDIMENTATION .CONTROLS � _ °° -- - -- ., 8. IT SHALT BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE 2, CLEAR AND GRUB AREAS REQUIRING .EXCAVATION. STOCKPILE. ANY MATERIALS AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. DESIGNATED BY THE ENGINEER TO BE USED IN STREAM STABILIZATION WORK. a w � 9. A COPY OF APPROVED PLANS AND SPECIFICAl10NS MUST BE ON THE JOB SITE 3. CONSTRUCT ROAD REPAIRS. -% `0 y � C 6 ° WHENEVER CONSTRUCTION IS IN PROGRESS. a a � � � C O � o�E 10. ASSIGNMENT OF CONTRACTOR'S RESPONSIBILITIES. AND OBLIGATION .FOR LOCATING, 4. FINISH GRADE AND CLEANUP ..ALL CONSTRUCTED AREAS. 'E" � `� a a ° N y a � a 3 °a E"'' � _ �"' ,'� �,,; PROTECTING AND REPAIRING DAMAGE TO EXISTING UNDERGROUND UTILITIES IS SHOWN IN THE SPECIAL PROVISIONS PORTION OF THE CONTRACT SPECIFICATIONS. 5. INSTALL PLANTINGS AND HYDROSEED 'AL1 DISTURBED AREAS. 1 .ax � a s �W � an: �° 11. ALL WORK IS SHOWN SCHEMATICALLY (LE. ENOUGH DETAIL ON DRAWINGS TO SHOW 6. REMOVE SEDMENTATION CONTROLS. o ¢ � 3 § � � � m E INTENT). ALL ITEMS WILL BE FlELD FIT BY THE CONTRACTOR TO MATCH INTO EXISTING CONDITIONS. - I� � `� 12. THE CONTRACTOR SHALL PLACE ANY WASTE MATERIALS INCLUDING LOGS -0R STREAM RESTORATION AREAS I/ o �f o m ROOTWADS AS DIRECTED BY THE ENGINEER. a° 13. ALL FINISH GRADE ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE 1. INSTALL AND `MAINTAIN STREAM DIVERSION AROUND. THE WARK AREA BY USING SANDBAG DIKES WITH PUMPING, CULVERTS OR OTHER` ACCEPTABLE MEANS $� ENGINEER. APPROVED BY THE ENGINEER. PUMPS AND 4IVERSION PIPING TO BE SIZED TO �� � 14. THE CONTRACTOR SHALL PROVIDE SMOOTH ROAD TRANSITIONS TO AND FROM ALL HANDLE NORMAL ANTICIPATED FLOWS. � o AREAS DESIGNATED TO BE RECONSTRUCTED OR RAISED. 15. CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND 2. CONSTRUCT STREAM .ENHANCEMENTS AND NEW .FACILITIES, MAINTAINING THE SEPARATION OF THE WORK FROM THE STREAM FLOW. �r� � .DEBRIS FROM. PAVEMENT AREAS. FLUSHING OF STREETS SHALL NOT BE 3. REMOVE THE STREAM DIVERSIONS, AS APPROVED BY THE ENGINEER. . 3 �> PERMITTED WITHOUT PRIOR APPROVAL FROM THE CITY. � �1 ��� 16. CONTRACTOR TO PROVIDE A ONE (1) YEAR WARRANTY ON AL1 WORK EXCEPT 4. PLANT MATERIAL FOR LIVESTAKING WILL BE COLLECTED FROM THOSE AREAS N a.� FOR NEW PLANTINGS WHICH REQUIRE A TWO (2) YEAR WARRANTY. CONTRACTOR APPROVED BY THE ENGINEER. a TO COME BACK AFTER ONE YEAR AND REPLACE ALL ORIGINAL PLANTINGS THAT 5. INSTALL "PLANTINGS AND JUTE MATTING AS SHOWN ON THE PLANS AND DID NOT TAKE. AT DISTURBED AREAS'. 17. "THUNDER HILLS° STREAM IS ALSO KNOWN AS °ROLLING HILLS° STREAM. 6. REMOVE SEDMENTATION' CONTROLS. ���<� wa►� °2i -s ?si - - e i1. ✓ _ _ RECORD DRAIMNG TMls orLAwrrc w►s ema ��m g _� ni�ooN oli�s z o � DATE C JKh • �LIJ� ZOd � �_ � yAwowFlo, c:ou� � wAOe- lr�i��iz uvx a Assoa�AlES, iN6. ooNSU��+c C �ofo sraav= wAY t�tn+ ��--�� s�r►rnE. wAICroN' s�aDS i\ I -ICI / d_ z wa►� °2i -s ?si - - e i1. ✓ _ _ RECORD DRAIMNG TMls orLAwrrc w►s ema ��m ®All oa MIF'OROIAIWMI COMPkFD _� ni�ooN oli�s � Toa � BY T DATE C JKh • �LIJ� ZOd � �' yAwowFlo, c:ou� � wAOe- lr�i��iz uvx a Assoa�AlES, iN6. ooNSU��+c C �ofo sraav= wAY t�tn+ ��--�� s�r►rnE. wAICroN' s�aDS i\ I -ICI / v2r3 ; S- ?�d6 /a SCANNEQ ue °° : � 1w3 310- 300' 290- -RECORD DRAVANG: 7"SIGRAMP HWIMNePRWARW FRW WHERS BY. Zan DAME n U70- 0 1+00 ISI-121716F6TCT1 SCANNED MAR 2 6 2063 °z wwP�si -2i66 � � ® ®_ � � Vii,' /> r° ; 5 = ��6� �3 Scec��EO IJ�R 2 8 2� B STA 18 +55 END ROADWAY Z �»� - :'- :mod 4 _ w .:� �, ��,.a,,,.,� i -276�C /�� ; �= _�,��� scaare�o s�R E 8 1.x03 �► I � a b s; eq Qo o A o c z a F '^ r- M n M EDGE OF EXISTING ROAD N o ACCESS EDGE OF WASHOUT DEN AND RESURFACE EXIST ACCESS STREAMSIDE ROCKERY ROAD AS SHOWN ON PLANS N 8' MIN - 10' MAX CL J g $ BACKSLOPE VARIES VARIES w (VARIES) I W )? (L w Q a z O a � z J0 FOR STREAMBANK w w o W_ PROTECTION, SEE Z d U) w p =� Qlz OTHER DETAILS Q > I �o } c� f� z a , TYP N U 2 ~w Ljw p Q O Z= Ci Q 1 J Q O EXISTING ACCESS ROADWAY SURFACE E w MOW DOWN AND BRUSH BACK EXISTING VEGETATION AND INSTALL 10" MIN :D COMPACTED DEPTH (SHOULDER) BALLAST MATERIAL CONFORMING TO H APWA /WSDOT SECTION 9- 03.9(2) UTILITY ACCESS ROAD RESURFACING DETAIL 0o W Z Y SCALE 3/8" = 1' -0" o E 3� a >4 z �w N a'a IJ 1+1 mo c vE UPIE C c om a� 's a 0 3 DRAINAGE PIPE c (NEW OR EXISTING, i SEE PLAN) X 0 -11 U0 0 O , COO X00 5' MIN PLAN i CL )� EXCAVATE INLET AREA, )o RE- ESTABLISH DRAINAGE FLOWLINE AND PLACE QUARRY SPALLS AS SHOWN 2 �1 5' - -- ------- - - - - -- DRAIN PIPE::�'r 4 " -8" QUARRY SPALLS 12" DEEP (MIN.) SECTION AT FLOWUNE NEW ROCK LINED INLET DETAIL 3 SCALE 3/8" = 1' -0" VA *w'D ::r- ods INSTALL 3 RED REFLECTORS W/ 1/4" GALV STEEL PLATES WELDED OR BOLTED TO GATE BARS. REFLECTORS TO FACE VEHICLE ENTRANCE SIDE ONLY CONCRETE CAP 6" 0 SCH 80 STEEL POST 1 1' -10" 6 "0 SCH 80 STEEL POST FILLED W/ CONC, TYP EACH SIDE 73" SCH 40 STEEL PIPE INGE FIXTURES W/ BOLT THRU CENTER, THREE (3) EACH ROADWAY SURFACE PERe C5 NEW ROADWAY FILL MATERIAL, GRAVEL BARROW EDGE OF EXISTING ROAD ® ACCESS EDGE OF WASHOUT SEC. 9- 03.14(1) STREAMSIDE ROCKERY a a a WALL SEE P C7 m 0 E o Z DRAINAGE PIPE c (NEW OR EXISTING, i SEE PLAN) X 0 -11 U0 0 O , COO X00 5' MIN PLAN i CL )� EXCAVATE INLET AREA, )o RE- ESTABLISH DRAINAGE FLOWLINE AND PLACE QUARRY SPALLS AS SHOWN 2 �1 5' - -- ------- - - - - -- DRAIN PIPE::�'r 4 " -8" QUARRY SPALLS 12" DEEP (MIN.) SECTION AT FLOWUNE NEW ROCK LINED INLET DETAIL 3 SCALE 3/8" = 1' -0" VA *w'D ::r- ods INSTALL 3 RED REFLECTORS W/ 1/4" GALV STEEL PLATES WELDED OR BOLTED TO GATE BARS. REFLECTORS TO FACE VEHICLE ENTRANCE SIDE ONLY CONCRETE CAP 6" 0 SCH 80 STEEL POST 1 1' -10" 6 "0 SCH 80 STEEL POST FILLED W/ CONC, TYP EACH SIDE 73" SCH 40 STEEL PIPE INGE FIXTURES W/ BOLT THRU CENTER, THREE (3) EACH ROADWAY SURFACE PERe C5 NEW ROADWAY FILL MATERIAL, GRAVEL BARROW EDGE OF EXISTING ROAD CONFORM W/ APWA /WSDOT ACCESS EDGE OF WASHOUT SEC. 9- 03.14(1) STREAMSIDE ROCKERY WALL SEE C7 EXIST. STREAM BANK / DO NOT DISTURB NEW BOULDER WEIR SEE 2 NOTES: C8 EXACT LOCATION OF BOULDER WEIRS TO BE DETERMINED IN THE FIELD BY ENGINEER. FOR CONSTRUCTION SEQUENCE AND STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES ON SHEET G3. ROAD WASHOUT REPAIR — STREAM RELOCATION AREA 1 SCALE 1" = 10' -0" C27 r � y 3 "x3 "x3/8" ANGLE IRON CUT TO FIT W/ 1 1/2" HOLE THRU TOP CENTER, TYPICAL WELDED TO GATE r WELD 3/8" PLATE TO GATE POST GATE 1" 0x4" LONG PIN W/ 1/2" HOLE 3/8" FROM BOTTOM PADLOCK FURNISHE BY CITY - 13' -0" 3' -0" 1 3' -0" 1 0 GATE POST 3" 0 SCH 40 STEEL PIPE_ TOP OF GATE TO BE LEVEL _0" 4 x GALVANIZED GALVANNIZEIZE D STEEL 1 - GUSSET SUPPORTS 5' -0" 3" MIN EXISTING ROAD SURFACE 18 "0 CONCRETE FOOTING, TYP-\ co I i� NOTES: GATE & POST CONSTRUCTION SHALL CONSIST OF HOT DIPPED GALVANIZED STEEL PIPE. ALL CROSSBARS SHALL HAVE CONTINUOUS FILLET WELD. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & PROVIDE SHOP DRAWINGS OF GATE & POST ASSEMBLY (INCLUDING HINGE & LATCH FIXTURES) FOR APPROVAL BY CITY REPRESENTATIVE PRIOR TO CONSTRUCTION. ALL METAL & WELD JOINTS ASSOCIATED W/ GATE & POST ASSEMBLY SHALL BE HOT DIPPED GALVANIZED STEEL & GALVANIZED STICK TREATMENTS FOR JOINTS. 54*7"15 NEW METAL SWING GATE DETAIL X21 SCALE 1/2" = 1' -0" RECORD DRAWING INS DRAYWIG HAS BEEN PREPARED BASED ON 9*10INA7M COWUM FROM 7W 0ON7RACTM AND OTHERS By u,•o�� DA7E HA(ID. COLLIER & WADE - uwHGSSONE & ASSOCIA7E5, MIC. C0N3IA.7= ENGNEM 4010 SWW WAY MOM SEATRE, WAS SIGM =03 SCANNED UAR 2 8 M ROADW RESURFACE, SEE( REMOVE MATERIAL THIS AREA, SEE PLAN IJFIAI Rni II I1FR WFIRC -. 8 i I I i z IP- au - -''w \�' i5 ', TANK. L UWNWKGAM WLIK �= TO HAVE BURIED BED 2 INST FlNE MESH JUTE TING, MAT s CONTROL ROCKS, SEE FROM TOP OF BANK TO STREAM C8 HIGH WATER FLOWLINE, 3 LOCATIONS NEW 48" WIDE GLULAM PLANT WILLOW, SALMONBERRY, AND BRIDGE WITH <PIPE SUPPORTS, ROADWAY RESURFACE PER 1 raw A ROUT IN RED —OSIER DOGWOOD FROM ON SEE 1 STOCKS, SEE 3 4 S1 CS C8 C8 I MATCH WITH EXIST GROUND, TYP cre +.+ n' t�__ NOTES: IF THERE ARE NOT SUFFICIENT ON —SITE PLANT STOCKS AVAILABLE AND IF DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL IMPORT, AT THEIR EXPENSE, ALL NECESSARY PLANT MATERIALS. FOR CONSTRUCTION SEQUENCING AND STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES ON SHEET G3. CULVERT REMOVAL /UTILITY WALKWAY BRIDGE, AREA A 1 SCALE 1" = 10' -0" C2 Wir EDGE OF EXIST ACCESS ROAD — i,- REMOVE VEGETATION AND INSTALL NEW ROCKERY WALL ON EXIST SLOPE FOR STREAMBANK STABILIZATION. ROCKERY INSTALLATION SIMILAR TO W /O EXCAVATION AT TOE OF SLOPE. C7 ROADWAY REPAIR AND STREAMBANK - STABILIZATIONy AREA 2 3. SCALE 1" = 10' -0" SCANNED MAR 2 8 Z01M � o 9 z 0 LA 2 I REPLACE EXIST. 8" WM WITH NEW. VERIFY EXIST DEPTH AND LOCATION PRIOR TO NEW CONSTRUCTION, SEE 2 / NOTES: / / / INSTALL FINE MESH JUTE MATTING ON ALL DISTURBED AREAS (EXCEPT PATHWAY), PLANT WILLOW, SALMONBERRY, AND RED -OSIER DOGWOOD, SEE 3 4 / FOR CONSTRUCTION SEQUENCE AND STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES ON SHEET G3. CULVERT REMOVAL NEW PEDESTRIAN BRIDGE AREA C 1 I ( 1 1 I ww" s, • SCALE: 1 " = 10' -O" $ z ® ® A RESTRAINT SYSTEM 4 NTS k. C2 191 ®IN NR1® n M NEW WALKWAY N o STA 15 +60, NEW BRIDGE DOWNSTREAM BOULDER WEIR.3 N SEE 2 REMOVE MATL, cD OD _ $ w J Z �+ 5� 28 REUSE ON -SITE �- AS NEEDED X ? _ GROUND PROFILE X OVER EXIST 48" CMP NEW ACCESS ROADWAY SURFACE, SEE e 3: 3. Lij d W z v a o w io w I EL 197.0 CS 12" MIN SEE DETAIL CS' FOR ROCKERY PLANTINGS c/) Uj EL 198.0 b N LLI � L (� ;Z� 20' 2D' fl ,- _" _ - : "_" BACKFILL WITH GRAVEL BORROW - = - - '� 2 - MALL ROCS Of � �O.w Z W `3 $ BURIED BED CONTROL MEETING APWA /WSDOT SEC. 9- 03.14(1) �=' -` -:--- .: - 3 LLJ Q Z =' '0 w qQ 2 ROCKS, SEE: RELOCATED 8 WATER, SEE 9 C8 ;. 2 " -4" QUARRY SPACES MIN THICKNESS BEHIND ROCKERY) EXIST STREAM BED N R AND DISPOSE (1' Ljj J I 40 Lf, EXST. #8" 0 Q � x C WALL ENTRANCE BOTTOM TWO L AYERS TO BE 3 -MAN ROCKS - W EXISTING SUBGRADE % %% 2 MIN z SE-2 I,TI "! 12° TYP T r = _ SCALE. . 1- 10'-O"\,_') NOTES. ROCKERY HEIGHTS ARE NOTED ON THE PLANS. EXCAVATION LIMIT . a° BASE ROCKS SHOULD BE DROP SEATED INTO _ QUARRY SPALLS. F w wz ',off EF is / / UNLESS OTHERWISE' NOTED MINIMUM ROCK SIZES ARE TO HAVE AN AVERAGE, DIMENSION OF: 18 � g N g STREAMSIDE ROCKERY WALL./`2 a a -m ' E ,• ! \E t " '613 EWE 'SE - T / -'OE OP SLOPE NTS f EW ROADWAY SURFACE PER 1 a EDGE EXIST. ACCESS ROAD l NOTE: PIPE RESTRAINTS TO BE PLACED PERPENDICULAR TO EXISTING GRADE / , ' q / , X PLASTIC CAPS V � �.� / -�.� ,._ . _- -- _� -- - - -- - - - - - - - - - - - - - - - - - - CORRUGATED 12° Q 3 _ - _ \ \ _ -- i \�. 1. 4: 1 PIPE -P& PI WITH WATER TIGHT JOINTS SECURED TO POSTS a _ / ` - / / / - _ W /HI TENSILE TIE WIRE E / STA 15 +60 INS STEEL FENCE POSTS y; NEW BOULDER WEIR TYPICAL, SEE EXIS TINGGRADE 2 O Z a / / INSTALL NEW 15 FT. / TOP & TOE OF EXIST. STREAM, TYPICAL -- 0 Q w w _ LONG x 4 FT. WIDE / / REMOVE AND DISPOSE a o WALKWAY BRIDGE, / / EXISTING 48" 0. CMP !� _ m MATCH W/ GROUND BOTH SIDES, SEE 1 / / / , CULVERT AND WINGWALL - -- ABOVE GRADE PIPE 9 z 0 LA 2 I REPLACE EXIST. 8" WM WITH NEW. VERIFY EXIST DEPTH AND LOCATION PRIOR TO NEW CONSTRUCTION, SEE 2 / NOTES: / / / INSTALL FINE MESH JUTE MATTING ON ALL DISTURBED AREAS (EXCEPT PATHWAY), PLANT WILLOW, SALMONBERRY, AND RED -OSIER DOGWOOD, SEE 3 4 / FOR CONSTRUCTION SEQUENCE AND STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES ON SHEET G3. CULVERT REMOVAL NEW PEDESTRIAN BRIDGE AREA C 1 I ( 1 1 I ww" s, • SCALE: 1 " = 10' -O" $ z ® ® A RESTRAINT SYSTEM 4 NTS k. C2 191 ®IN NR1® NEW CROSS CULVERT AND CATCH BASIN W NTS CZ 1/2 WEIR BOULDER DIA INSTALL FOUNDATION BOULDERS m IN FRONT OF AND BEHIND MAIN WEIR BOULDERS, TYPICAL 0 ir a I °z ww`o. ?' -J;w PROFILE SEAL UPSTREAM SIDE\ RECORD DRANANG OF WEIR WITH 1/4- Jg DRAMG HAS BM PW 3" ROUND ROCK - S►, ON WOMA7M CMWI BOULDER WEIR DETAIL 2' NTS I- < i G/zr(a : 0 1,913. z-96.1 /d SCANNED MAR 2 8 3003 O N N s N'z w _ EX -1ST 48" CULVERT 1 J W 6 E TO BE REMOVED z li W NEW BENCHMARK p REPLACE 60,LF / , zO O r '. 8" 0 WATERMAIN TO RIM OF MANHOLE i Q V Z NEW DEPTHS, SEE 2 EL 200.96' ro V) w U Q ` ' C9 o NEW 18 "0 CASING REMOVE EXISTING Of C? Z W 3 't �, j 8" 22.1/2' VERT BEND REMOVE EXISTING ~ � Q L1 ; ( ) CT NEW KING 8" 22 1/2' VERT BEND Q U Z , 1 _ _ ^- AND CONNE C BLO 8" DI (MJxMJ) CONC BLOCKING w 14 MJzMJ CO Q Q ' 8 i x, _ ; IN U I ; 4 3L vu WITH $ SLEEVE AND CONNECT NEW 8" DI `' ,.� t - y -- --- -- - -- - - - _ - BENDS T - o , - - -- - _ - - -- WITH 2 8° 22 1/2' } �1 f - -- - -- - - - -- 1 8 SLEEVE N� ---- --- - - - - -- �` - 1 J -- - -- 8 „S - Q1 ; - EXITT I ING 8 11 1/4' VERT BEND _ - - - - - -- - - - - -- -- ` : --- - - - - -- \ 11 1,/4 VERTICAL EXISTING 8” 11 1/4' VERT BEND -- BEND (RS x MJ) ` t - NEW DEAD -MAN ANCHOR WITH SHACKLES, TYP a° - k S `'C 8 "x8' "x8" TkPP,w TEE :.8 22 1 2" VERTICAL AND 8r" GV ®END`'(RJ_x MJ): s N O c + 8 457: VERTICAL \ 1 s U BEND (RJ x MJ) 3 1 a =W �,� �° WATERLINE RELOCATION, PLAN VIaEW a v 3 � SE a E E c OF c y a� NOTE: SHACKLE BETWEEN ALL FITTINGS rl AND DEAD MAN ANCHORS 0 16' 10' -- - - - - -- FINISHED CHANNEL w ui Z 2 - 8" 22 1/2' BENDS (RJ) N EL 196.6' _ �n�� rn Tt _ -�_- _ � r 202.1 .- � _ -- o � 8" 22 1/2' BEND 8" SLEEVE 8" SLEEVE rn Zn 0 18 "0 CASIN - - �OVER 10" SS 8" 11 1/4= BEND I "If -------0--------- 8" 45' BEND (RJ) I m NOTE: ALL NEW 8 "0 DI EXPOSED TO "EARTH" O BF-- MIRAPPED (ENCASED) IN POLYETHYLENE PER CITY STANDARDS_ BENCHMARK: RIM MANHOLE EL 200.96 , w SEE PLAN VIEW tor of CAS�Me -. EL. t93A.' t SECTION 2 SCALE: 1" = 5' -0" (LOOKING UPSTREAM) CONSTRUCTION SEQUENCING NOTES APPROX. 2.,G± t- G VALVE a_'U ER , i t, t ; ce ; I t I i I I EXIST EXISTING 8" 11 1/4* VERT BEND -\ I FH , EXISTING 8 DI 7-77777777, _r� , EXISTING 1- 8 "x8 "x8" TEE 3 -8" GV'S f EXISTING TO PIPE U T I 4 - 3/4" SHACKLE RODS NOTES: PLACE CONCRETE AGAINST UNDISTURBED EARTH, BOTH FACES CLASS 5 1/2 SACK CONCRETE 3000 PSI MIN PLAN MEW NTS ' #4 REBAR 12" O.C. EACH WAY, CENTER IN CONCRETE 3" COVER TYP. ar 1° 6 _ I EXIST 8 "0 PIPE r TYPICAL CONCRETE DEAD -MAN ANCHOR NTS RECORD DRAWING CONSTRUCTION SEQUENCE AND STREAM FLOW DIVERSIONS PER STREAM RESTORATION NOTES ON SHEET G3. COORDINATE ALL CONSTRUCTION, CONNECTIONS AND TESTING WITH THE CITY OF RENTON. ALL VALVE OPERATIONS AND WATER SHUT DOWNS TO BE PERFORMED BY THE CITY ONLY. PROVIDE CONSTRUCTION FENCING AROUND ALL EXCAVATIONS. INSTALL DEAD -MAN ANCHOR BLOCKS ON EXISTING 8" WATERLINE AND SHACKLE ROD STUB OUTS. ALLOW 3 -DAY CURING TIME FOR CONCRETE. REMOVE EXISTING BENDS AND INSTALL 2 -8" (MJ) END CAPS AND SHACKLE TO DEAD -MAN ANCHOR BLOCKS. REMOVE SECTION OF EXISTING WATERMAIN. INSTALL NEW 8" DI PIPE IN STEEL CASING, VERTICAL BENDS, FITTINGS, SHACKLE RODS, TEMPORARY CAPS, BLOWOFFS, AND BLOCKING. PRESSURE TEST NEW PIPE, FLUSH, DISINFECT, AND OBTAIN PURITY TESTS. B - DATE SEATRZ �r REMOVE TEMPORARY END CAPS AND CONNECT EXISTING WATERLINE. W I- 12I716I6{C91 Aar; '7 - z ?&I'v scmN €D OR I I M o n ro CONT 4 "x6" BULL RAIL N -'- 4 "x6 "x1'4" -) CUPPER BLK ® 8' MAX. SECURE STRUCTURAL NOTES W/ (2) 5/8 "x12" LAG BOLTS ® 8" EA BLK A. GENERAL Al. AS -BUILT VERIFICATION w PATHWAY CONTRACT DOCUMENTS THAT DESCRIBE EXISTING CONDITIONS ARE BASED ON FIELD OBSERVATIONS BY OTHERS AND ARE NOT BASED ON EXTENSIVE FIELD MEASUREMENTS, d -i t OPENING OF CONCEALED CONDITIONS OR EXCAVATION OF BURIED ITEMS. THE STRUCTURAL w � V g t V -6" 1 t V -6- Sa \ 4- 8.75 "x48" GLULAM WITH O OR. THESE PORTIONS ENGINEER OF RECORD DOES NOT WARRANT THEM TO BE WITHOUT ERR � C (D W z OF THE DRAWINGS ARE INTENDED AS A GUIDE TO THE CONTRACTOR WHO SHALL VERIFY 1 8' w Of Q 0 u 3/4" MUSH 00 HEAD BOLT 4 N d Q w Z_ Q > 1 ro } cn <� z$ �a O w O w Q�.o p' 4 Y 6 N� J� (n w ¢g F CV _ Of ;. o Z D S x aS w a i o� Q � of =Lj as ^N PQ wu q¢ 3, v` E �° � E `m c om a� s 0 T a 6- Sa \ 4- 8.75 "x48" GLULAM WITH O OR. THESE PORTIONS ENGINEER OF RECORD DOES NOT WARRANT THEM TO BE WITHOUT ERR GALVANIZED UNIT SKID MESH O OF THE DRAWINGS ARE INTENDED AS A GUIDE TO THE CONTRACTOR WHO SHALL VERIFY 6 1 1/2" PLATE 1/4- EA SIDE, SECURE W/ (2) 5/8" BOLTS 1 i f k 2 -� 2" 2" DIA SCH 80 PIPE ±15 EMBEDMENT BEARING PLATE 3/8- ASSUMED, FIELD VERIFY W/ PIPE 1.5 "0x5" z SLEEVE, TYP. 0 w SECTION AT ABUTMENT SCALE: 1" = 1' -0" w wp - a7 - ?7 #d 8"x8" CAP W/ (2) 5/8- MUSHROOM HEAD BOLTS, TYP. 3/16 BRIDGE AND ABUTMENT DETAIL SCALE = AS SHOWN D1. APPLICABLE CODES TIMBER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 23 OF THE UNIFORM BUILDING CODE. D2. MATERIALS 1. LUMBER: DOUGLAS FIR #2, EXCEPT 8X MEMBERS SHALL BE DOUGLAS FIR Y #1. PRESSURE TREAT PER AWPA C2. TREATMENT SHALL COMPLY WITH WWPI'S BEST MANAGEMENT PRACTICES FOR USE OF TREATED TIMBER IN AQUATIC ENVIRONMENTS. ALL SAWN LUMBER SHALL BE GRADED AND MARKED IN RECORD DRAWING CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST 7lNS DRA%WR HAS BEEN PREPARED LUMBER NO.16, LATEST EDITION. BASED ON N FORMAIM COMPLID 2. GLUED - LAMINATED TIMBER: DECKING SHALL BE DOUGLAS FIR GRADE L1, FRMI " N7RAC70R =AND 07"ER8 PRESERVATIVE TREATMENT FOR SOIL CONTACT PER AITC 109 WITH WET USE BY j ADHESIVES PER ANSI /AITC A190.1 EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC DALE �QjO °• 2�3 CERTIFICATE OF CONFORMANCE. HAINIONQ OOLLN'R & WADE - 3. FIELD TREATMENT. ONE GALLON OF COPPER NAPTHENATE (2% SOLUTION) LINNH+'SHI E $ ASSOCIAIES, INC SHALL BE FURNISHED FOR FIELD TREATING WOOD. ALL ABRASIONS AND CONSlL7M ENDIIIJEERS CUTS MADE IN THE FIELD SHALL BE GIVEN 3 BRUSH COATS OF THE FIELD 010 SMINE I Y NORTH 3EATP- !KA TREATMENT SOLUTION. HOLES DRILLED IN THE FIELD SHALL BE POURED FULL OF PRESERVATIVE. L�$5. IS E. PIPE HANGERS �� G E1. PIPE HANGERS IDENTIFIED BY CATALOG NUMBER AS MANUFACTURED BY B -LINE `m - x SYSTEMS, INC. REFER TO CATALOG 25198. PROVIDE HOT- DIPPED GALVANIZED ,9 I Oil '- At FR: V ­ 07 FINISH. EQUIVALENT DEVISES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED EQUIVALENCE CAN BE DEMONSTRATED TO THE ENGINEER OF RECORD. '417. `r' "71.e I SCANNED MAR 2 8 2003 FR: V ­ 07 FINISH. EQUIVALENT DEVISES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED EQUIVALENCE CAN BE DEMONSTRATED TO THE ENGINEER OF RECORD. '417. `r' "71.e I SCANNED MAR 2 8 2003