The URL can be used to link to this page

Home My WebLink AboutS-20291BABBREVIATIONS GENERAL LEGEND GENERAL NOTES. ABB ABBREVIATIONS EA EACH L LENGTH RPM RELVOLUTIONS PER MM)TE OR EXISTING STRUCTURE -- - - - - -- ASPHALT LIMITS L COORDINATE SYSTEM FOR THE PROJECT IS AN ASSUMED SYSTEM BASED ON THE ACI AMERICAN CONCRETE INSTITUTE EF EACH FACE LAT LATERAL REINFORCED PLASTIC MORTAR -' - ` -- FENCE --- - - - - -- PROPERTY LINE OR EASEMENT COORDINATES SHOWN IN THE COORDINATE SUMMARY. AC ACRES / ASBESTOS CEMENT E EAST LC LENGTH OF CURVE RR RAILROAD - - - EXISTING SEWER LINE _ - - , .. CONCRETE 2• VERTICAL CONTROL DATUM IS CITY OF RENTON; ELEVATIONS OF CONTROL POINTS ARE ACP ASBESTOS CEMENT PPE ECC ECCENTRIC LF LINEAL FOOT (FEET) RT RKR7 -__ -_ ____ -'• •• RIGHT-OF-WAY LINE SHOWN ON SHEET G -3. RISC AMERICAN INSTITUTE OF ESMT EASEMENT LIGHT POLE R/W RIGHT OF NAY -' TREES - -- '...:' - EXISTING MANHOLE = 3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE ANQ BASED ON INFORMATION PROVED BY THE STEEL CONSTRUCTION ALUM ALUMINUM ED EDGE OF OIL LP LN LONG -" -- - : :. - - EXISTING UTILITY INDIVIDUAL AGENCIES, ACTUAL LOCATION MAY VARY. THE CONTRACTOR SHALL CALL THE 'ONE CALL' CENTER AT 1 -800- 424 -5555 FOR UTILITY MARKING 48 HOURS N ADVANCE OF ANY ANSI AMERICAN NATIONAL ECR END CURB RETURN LOD LARGE ORGANIC DEBRIS 5 SOUTH, SCUM, SINK, SAN SANITARY ROAD RECONSTRUCTION EXCAVATION. STANDARDS INSTITUTE E- ELEVATION (ELEV•) LS LUMP SUM SCD SCREWED QRROPOSED) 4. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFED BY THE CONTRACTOR APPROX APPROXIMATE RAISE ROAD GRADE IN ADVANCE OF CONSTRUCTION. AR AIR RELEASE VALVE EO EQUAL OR EQUATION LT LEFT SCH SCHEDULE ® (PROPOSED) 5. STATIONING SHOWN IS ALONG THE SURVEY BASELINE AS DEFINED BY THE CONTROL POINTS. ASA AMERICAN STANDARDS ASSOCIATION WOW ANSI) EVC END VERTICAL CURVE LWL LOW WATER LEVEL MAX MAXIMUM SD STORM GRAN SEC SECTION OOOCDC C> ROCKERY (PROPOSED) 6. CITY OF RENTON STD. DETAILS ARE LOCATED WITHIN THE BOUND CONTRACT SPECffICA71Ot(5, ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS �' EACH WAY EXIST EXISTING IE MECHANICAL END SHT SHEET ROCKERY ( � ) 7 , THE HOURS OF WORK SHALL BE LIMITED TO 8:00 A.M. TO 5 :00 P.M. ON WEEKDAYS AS7M AMERICAN SOCIETY FOR (COLLARED TYPE) Sim SIMILAR B UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS TESTING AND MATERIAL EXPJ7 EXPANSION JOINT MJ MECHANICAL JOINT _ GABION (EXISTING) - '" AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR BE APPROVED BY AVAR AIR VACUUM AND EXT EXTERIOR MIL MANHOLE SL SLOPE OR SURVEY LINE ADVANCE. E. TI THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. iFE POLICE DFFARTMENT, 2 FIRE DEPARTMENT, AND 911SHALL BE NOTIFIED BY THE CONTRACTOR 24 HOURS N ADVANCE. AIR RELEASE VALVE SPECS SPECIFICATIONS FN FINISH1 6( SQ SQUARE B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND AVE AVENUE MSC MISCELLANEOUS ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. AWS AMERICAN WELDING ASSOCIATION FD FLOOR GRAN SS STREET SEWER GENERAL WORK APPROACH WORKS AWWA AMERICAN WATER WORKS F TO F FACE TO FACE MIRK MARKER ST STREET 9, A COPY OF THE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ASSOCIATION FIN GR FINISHED GRADE M- MONUMENT LIE ML STATION NOI �WNIIMENT PROJECT S LINEAR BEGINNING NEAR THE EXISTING PUMP STATION AT N.E. 27TH ST. NO ASSIGNMENT OF CONTRACTOR'S RESPONSIBILITIES AND OBLIGATION FOR LOCATING, PROTECTING BFR BACK FLOW PREVENTER FN FIRE HYDRANT MSL TEAM SEA LEVER- STD STANDARD STEEL AND EXTENDING UPSTATION ALONG THE EXISTING NARROW ACCESS ROAD. RECONSTRUCTION ON WORK SHALL BEGIN AT THE FRST AREA NOTED FOR REPAIR AND EXTEND UPSTATION AS AND REPAIRING DAMAGE TO EXISTING UNDERGROUND UTILITIES IS SHOWN N SECTION ( -07J7 OF THE SPECIAL PROVISIONS. BK BACK FL FLOWLNE / FLANGE NLTCP MORTOR LIED AND TAPE STL WORK PROGRESSES. WORK SHALL FOLLOW THE GENERAL OUTLINE NOTED BELOW. BLDG BUILDING FLGD FLANGED COATED PPE STN STL STAINLESS. STEEL ROAD REPAIR AREAS: 0, 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. BLD FLG BLIND FLANGE FLR FLOOR N NORTH STRUCT STRUCTURAL OR STRUCTURE BM RENCH MARK FIND FOUND NIC NOT IN CONTRACT NUMBER UMBER SY SQUARE YARD L INSTALL EROSION/ SEDIMENTATION CONTROLS. 12. THE LARGE ORGANIC DEBRIS (LOD) NOTED HERE -1N IS DEFINED AS LOGS, ROOTWADS. ETC. WHICH ARE SUITABLE FOR USE IN STREAM STABILIZATION/ FISHERIES ENHANCEMENT WORK. FPM FEET PER MINUTE NTS NOT TO SCALE 2. CLEAR AND GRUB AREAS REQUIRING EXCAVATION. STOCKPILE ANY MATERIALS DESIGNATED BO BLOW-OFF ASSEMBLY BY THE ENGINEER TO BE USED IN THE STREAM STABILIZATION/ FISHERIES ENHANCEMENT 13. THROUGHOUT PROJECT AREA THE ENGINEER MAY DESIGNATE AREAS FOR REVEGETATION, BOT BOTTOM FPS FEET PER SECOND T TELEPHONE WORK. LOD PLACEMENT OR OTHER HABITAT IMPROVEMENTS NOT SPECIFICALLY NOTED ON THESE BRG BEARING FT FEET OR FOOT OC ON CENTER OD OUTSIDE DIAMETER T & B TOP AND BOTTOM 3. CONSTRUCT ROAD REPAIRS -LIMIT OPEN WORK AREA TO 200'. MAX. PLANS. B & S BELL AND SPIGOT FTO FOOTING T & G TONGUE AND GROOVE 14. THE CONTRACTOR SHALL PLACE ANY WASTE MATERIALS SUITABLE FOR LOD AS DIRECTED BV BUTTERFLY VALVE ORIG ORIGIiAL P POLE TAN TANGENT 4. FKSH GRADE AND CLEANUP ALL CONSTRUCTED AREAS. 5. INSTALL PLANTINGS AND HYDROSEED ALL DISTURBED AREAS. BY THE ENGINEER. 15. ELEVATION OF FINISH GRADE FOR ROADWAY RECONSTRUCTION SHALL MATCH THE EXIST. GRADE: BVC BEGIN VERTICAL CURVE G GAS Gp GAGE PC PONT OF CURVATURE TB TELEPHONE BOX TBE THREAD BOLT ENDS 6. REMOVE EROSION/ SEDIMENTATION CONTROLS. CONTRACTOR SHALL ESTABLISH GRADE WITH STRING LINE AND OFFSET GRADE TO THE SIDE OF ROADWAY AT 50 FT. INTERVALS. CB CATCH BASIN GALV GALVANIZED PCC PORT OF COMPOUND CURVATURE TBC TOP OF BACK OF ClAffi 16. FINISH GRADE FOR RAISE ROAD GRADE SHALL BE DETERMINED IN THE FIELD USING STRING LINE CE CONSTRUCTION EASEMENT PE PLAN END STREAM/ FISHERIES ENHANCEMENT: OR OTHER APPROVED METHOD. CFH CUBIC FEET PER HOUR (AP GALVANIZED IRON PPE GPI) GALLONS PER DAY PIED PEDESTAL PERF PERFORATED TOP TOP OF PIPE TBM TEMPORARY BENCH MARK L SCHEDULE ELECTRO- SHOgC1NG (OF FISFO WITH THE CITY 48 HOURS IN ADVANCE, OF 17. ALL FINISH GRADE ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR CFM CUBIC FEET PER MINUTE PI POINT � INTERSECTION TEL TELEPHONE CONSTRUCTION TO CONSTRUCTION OF THE WORK. CFS CUBIC FEET PER SECOND GPH GALLONS PER HOUR PK PK NAIL TEMP TEMPORARY 7- INSTALL STREAM DIVERSION AROUND THE WORK AREA USING SANDBAG DIKES. CULVERTS I& THE CONTRACTOR SHALL PROVIDE SMOOTH ROAD TRANSITIONS TO AND FROM ALL AREAS CHK V CHECK VALVE GPM GALLONS PER MINUTE PL PLATE OR PROPERTY LINE TH THICK OR THICKNESS OR OTHER ACCEPTABLE MEANS APPROVED BY THE ENGINEER DESIGNATED TO BE RECONSTRUCTED OR RAISED. TRANSITION SLOPES SHALL NOT EXCEED GIRD GRADE OR GROUND I YERT TO 20 HORIZ (5%). CIP CAST IRON PIPE CL CENTER LINE GR BRK GRADE BREAK OR GRADE CHANCE p� RIT 4N C(lIiYE POT POINT ON TANGENT TM TELEPHONE MANHOLE TELEPHONE POLE OR 3. CONSTRUCT STREAM! FISHERES ENHANCEMENTS MAINTAINING THE SEPARATION OF THE WORK FROM THE STREAM. CMP CORRUGATED METAL PPE PP POWER POLE TELEGRAPH POLE 4. REMOVE THE STREAM DIVERSIOI,AS APPROVED BY THE ENGINEER. GV GATE VALVE TYP TYPICAL CMPA CORRUGATED METAL PIPE ARCH PRESS PRESSURE 5. PLANT MATERIAL USED FOR LIVESTAKNG WILL BE COLLECTED IN THOSE AREAS NOTED ON THE DRAWINGS AND AS APPROVED BY THE ENGINEER. CO CLEANOUT COB CLEANOUT BOX HAP HORIZONTAL ANGLE POINT PRC POINT OF REVERSE CURVE PRV PRESSURE REGULATING, RELIEF UG UNDERGROUND & INSTALL PLANT94CS AS SHOWN AND HHYDROSEED ALL ONSHORE DISTURBED AREAS. HOPoZ HORIZONTAL OR REDUCING VALVE UGC UNDERGROUND CONDUIT COL COLUMN HWL HIGH WATER LEVEL PSF POUNDS PER SQUARE FOOT USGS UNITED STATES GEOLOGICAL CONIC CONCRETE HWY HIGHWAY PSI POUNDS PQuNDS PER SQUARE INCH ', CCP CONCRETE CYLINDER PIPE HPI HORIZONTAL POINT Pt POINT OF TANGENCY OR POINT VC VERTICAL CURVE CTR CENTER INTERSECTION PVC POLYVINYL CHLORIDE VC? VITRIFIED CLAY PIPE CY CUBIC YARDS PVMT PAVEMENT VERT VERTICAL CLR CLEAR ID INSIDE DIAMETER PWR POWER VOL VOLUME COORD COORDINATE IN INCH OTY QUANTITY VPI VERTICAL POINT CONT CONTINUOUS IE INVERT ELEVATION OF INTERSECTION COMPT COMPACT OR COMPACTION R RADIUS CONST CONSTRUCTION OR CONSTRUCT INST INSTALLATION OR INSTALL RC REINFORCED CONCRETE WM WATER METER / WATER MAN CPEP CORRUGATED POLYETHYLENE PIPE INV INVERT RCP REINFORCED CONCRETE PIPE W WEST OR WATER IPS IRON PIPE SIZE W/ WITH DET DETAIL IRRG IRRIGATION RD ROAD WT WEIGHT DI DUCTILE IRON ROWE) REDWOOD DIA DIAMETER RED REDUCER OR REDUCING WWM - WELDED WIRE MESH DIP DUCTILE IRON PIPE REF REFERENCE OR REFER W/0 WITHOUT DIST DISTANCE WATER VALVE - DIP DUCTILE IRON PIPE RER� REINFORCING OR REINFORCED FORCED W LAT WATER LATERAL ON DOWN REOD REQUIRED DWG DRAWING RP RADIUS POINT YD YARD SECTION AND DETAIL IDENTIFICATION og Wesq NOTE DETAIL IDENTIFICATION DETAIL IDENTIFICATION - z� DETAIL LETTER SHEET ON WHICH D /C -6 DETAIL APPEARS (O DETAIL CALL -OUT SHOWN ON SHEET C -I AS: �oP orm s 1$G Fs`r)ONAI. SECTION IDENTIFICATION FT-', �- DETAIL LETTER I C -2 -SHEET ON WHICH WAG �I�-- IcnPIRES: 12/13/ (D SECTION CUT SHOWN ON SHEET AS: SECTION NUMBER DETAIL APPEARS CITY OF RENTON (2)ON SHEET NUMBER C -2 THIS DETAIL IDENTIFIED AS: DEPARTMENT OF PUBLIC WORKS SHEET ON WHICH SECTION APPEARS DETAIL LETTER HONEY CREEK INTERIM REPAIRS - PHASE 2 C -2 DETAIL NAME ,tl, ,-----^ ABBREVtAT10NS; SYMBOLS AND WWP -22 -2029 GENERAL NOTES suaMNTEO WARNING G -t DRAWING FROM WHICH DETAIL I oESICNEO: DATE: 6/94 FILE NAME. a V2 I IS REFERENCED (IF DETAIL PROJECT ENGINEER R. C.E.NO. DATE IS REFERENCE FROM VARIOUS SHEETS, SHEET NUMBER IS j DRAWN: NONE IF THIS BAR DOES NOT MEASURE I, NOT WITH 'VAR') i CHECKED: SCALE: FIELD BOOK: PAGE: THEN DRAWING IS MONTGOMERY WATSON R. C. E. NO. DATE NOT TO SCALE. NO. REVISION BY APPR. DATE SHEET: G -2 OF: -