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HomeMy WebLinkAboutWWP2703549.2GENERAL NOTES: BUILDING MATERIALS LINE WORK DRAWING CROSS REFERENCE 0 0 0 U m N co -i� m 0 c Tf w w x N E m N V Q z w J LL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. VIEW IN SECTION 2. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE MATERIAL EXISTING REMOVE NEW DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY CONCRETE EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAM/INGS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART 77, SOIL OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. ABBREVIATIONS N NORTH NE NORTH EAST AB ANCHOR BOLT NO OR # NUMBER VIEW IN PLAN (NEW SHOWN - EXISTING SCREENED) ABC AGGREGATE BASE COURSE NOM NOMINAL AC ASPHALTIC CONCRETE INS NOT TO SCALE AFF ABOVE FINISHED FLOOR NW NORTHWEST GRATING SPAN PAVEMENT AHR ANCHOR ALM ALARM O.C. ON CENTER AL ALUMINUM OD OUTSIDE DIAMETER APPROX APPROXIMATE OHWM ORDINARY HIGH WATER MARK OTHER ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS PL PROPERTY LINE, PLACE VIEW IN PLAN AUTO AUTOMATIC AVG AVERAGE PNL PANEL @ AT POC POINT OF CURVATURE EXISTING PSI POUND PER SQUARE INCH BSP BLACK STEEL PIPE PVC POLYVINYL CHLORIDE WETLAND PVMT PAVEMENT C CIVIL CA CONCRETE ANCHOR R OR RAID RADIUS STREAM CB CATCH BASIN RDCR REDUCER CHNL CHANNEL REF REFERENCE CITY CITY OF RENTON RE NF REINFORCE (D) (ING) (MENT) SURVEY LEGEND (EXISTING LINE WORK) CJ CONSTRUCTION JOINT READ REQUIRED CL OR C CENTERLINE RWTR RECLAIMED WATER WATER VALVE MONUMENT NOT TIED THIS SURVEY CLP L CONTROL PANEL HYDRANT CMP CORRUGATED METAL PIPE S SEWAGE OR SOUTH FOUND CASED MONUMENT SCV SWING CHECK VALVE FIRE DEPT. CONNECTION CND CONDUIT CO CLEANOUT SD STORM DRAIN WATER METER SET MAG NAIL/ALUMINUM WASHER COMP COMPACTED SDMH STORM DRAIN MANHOLE POST INDICATOR VALVE STAMPED "PACE CONTROL" CONIC CONCRETE SDR STANDARD DIMENSION RATIO MANHOLES (SS/SD) SET 5/8" IRON REBAR W/ RED CONN CONNECTION SE SOUTHEAST CB PLASTIC CAP STAMPED "PACE CONTROL" CONSTR CONSTRUCTION SIM SIMILAR CONT CONTINUE (D) (OUS) OR CONTROL SPEC SPECIFICATION POWER/UTILITY POLE UNLESS OTHERWISE STATED. CID CONTROL POINT SS SANITARY SEWER, GRAVITY GUY ANCHOR SOIL TEST PIT CPEP CORRUGATED POLYETHYLENE PIPE SSFM SANITARY SEWER FORCE MAIN JUNCTION BOX CPLG COUPLING SSMH SANITARY SEWER MANHOLE C POWER TRANSFORMER CTWD COTTONWOOD SST STAINLESS STEEL CY CUBIC YARDS STA STATION ©F POWER/TELEPHONE VAULT STD STANDARD CENTER LINES D DRAIN, DEPTH STL STEEL POWER METER CENTER LINES DBA DECIBELS ADJUSTED S/W SIDEWALK TELEPHONE/TV RISER PROPERTY LINES DBH DIAMETER BREAST HEIGHT SW SOUTHWEST GAS VALVE RIGHT-OF-WAY LINES DDES DEPARTMENT OF DEVELOPMENT AND Fo-I GAS METER EASEMENT LINES ENVIRONMENTAL SERVICES TDH TOTAL DYNAMIC HEAD LOT LINES DEG DEGREE TOC TOP OF CONCRETE STREET LIGHT DITCH LINE DET DETAIL TP-# TEST PIT NUMBER X SPOT ELEVATION WATER LINE DIA OR 0 DIAMETER TYP TYPICAL F SIGN SANITARY SEWER LINE DIM DIMENSION o MAILBOX STORM DRAIN LINE DIP DUCTILE IRON PIPE V OR VLV VALVE C]C:f:T_i, ROCKERY SUBDIVISION LINES DWG DRAWING VERT VERTICAL GAS LINE DWN DOWN VLT VAULT CONIFEROUS TREE UNDERGROUND POWER LINES VOL VOLUME V UNDERGROUND TELEPHONE LINES E EAST y{`' UNDERGROUND POWER LINES/ EA EACH W WEST, WIDTH, WATER 4 + DECIDUOUS TREE TELEPHONE LINES EL OR ELEV ELEVATION W/ WITH UNDERGROUND CABLE TV LINES ELEC ELECTRIC (AL) WD WATER DISTRICT iC�l IRRIGATION CONTROL VALVE OVERHEAD UTILITY LINES EMBED EMBEDMENT W/O WITHOUT CHAIN LINK FENCE ENGR ENGINEER WSDOT WASHINGTON STATE WIRE FENCE EOP EDGE OF PAVEMENT DEPARTMENT OF TRANPORTATION DRIP LINE WOOD FENCE EQL EQUAL EQPT EQUIPMENT % PERCENT EX OR EXIST EXISTING EROSION AND SEDIMENT CONTROL STANDARD NOTES: FLG FLANGE 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND FRP FIBERGLASS REINFORCED PLASTIC LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). FT OR' FOOT, FEET 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF GIS GEOGRAPHIC INFORMATION SYSTEMS THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. HDPE HIGH DENSITY POLYETHYLENE 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING. IF REQUIRED, PRIOR TO CONSTRUCTION HOA HOMEOWNER'S ASSOCIATION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE HORZ OR HORIZONTAL MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. HORIZ 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL ID INSIDE DIAMETER OR INSIDE DIMENSION MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO IE INVERT ELEVATION ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IN OR INCH, INCHES INV INVERT 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE INVT TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. KC OR K.C. KING COUNTY 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER L LENGTH, LANDSCAPE MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. LF LINEAR FEET LWD LARGE WOOD DEBRIS 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. MAX MAXIMUM MDD MAXIMUM DRY DENSITY 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN MECH MECHANICAL DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). MFRS MANUFACTURER'S MH MANHOLE, SANITARY 9. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. MIN MINIMUM MISC MISCELLANEOUS 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI-MONTHLY DURING THE WET MON MONUMENT SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE RECORDD RAW I N G S CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED 110% IN PART ON INFORMATION PROVIDED BY OTHERS a THIS DRAWING SET WAS PREPARED ONLY FOR THE ORIGINAL 1 RECORD DRAWINGS TJW 12/6/13 LRK PROJECT AND SITE SPECIFICALLY IDENTIFIED — SEALED BY HEREON AND IS NOT TO BE USED ELSEWHERE TYLER JAMES WHITEHOUSE ------ --- 03/19/2013 Date 49545 BURIED UTILITIES IN AREA BY �Z/6,�3 PLEASE CALL BEFORE YOU DIG-- 1.800.424.5555 NO. REVISION BY DATE APPF NEW OR EXISTING STRUCTURES NEW OR EXISTING STRUCTURES HIDDEN NEW PIPING (TRIPLE LINES) NEW PIPING HIDDEN (TRIPLE LINES) NEW PIPING (SINGLE LINE) NEW PIPING HIDDEN (SINGLE LINE) EXISTING PIPING (TRIPLE LINES) EXISTING PIPING HIDDEN (TRIPLE LINES) EXISTING PIPING (SINGLE LINE) EXISTING PIPING HIDDEN (SINGLE LINE) NEW EQUIPMENT OR PIPING CENTERLINE EXISTING EQUIPMENT OR PIPING CENTERLINE NEW EQUIPMENT NEW EQUIPMENT HIDDEN EXISTING EQUIPMENT NEW FITTING EXISTING TO BE REMOVED NEW PIPING CALL -OUT EXISTING PIPING CALL -OUT EXIST 3" PW 3" PW DETAIL OR SECTION IDENTIFICATION DETAIL OR SECTION TAKEN ON THE SAME SHEET DETAIL OR SECTION IS TAKEN ON THE DRAWING INDICATED A T TITI r TYPICAL DETAIL REFERENCE BUBBLE TYPICAL DETAIL NUMBER IDENTIFICATION DETAIL OR SECTION IDENTIFICATION -DETAIL OR SECTION REFERENCE BUBBLE DETAIL OR SECTION IS TO BE FOUND ON THE SAME SHEET DETAIL OR SECTION IS TO BE FOUND ON THE DRAWING INDICATED TYPICAL DETAIL IS TO BE FOUND ON THE TYPICAL DETAIL DRAWINGS AT CROSS REFERENCE SANITARY SEWER NOTES: 1. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY AND APPROVED BY KING COUNTY PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3. A PRE -CONSTRUCTION CONFERENCE THAT INCLUDES THE CITY, KC ROADS, AND KC DDES SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION (PROVIDE MIN 7 DAY NOTICE). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON AND BY RESPECTIVE PERMITTING AGENCIES.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS OTHER THAN THOSE INCLUDED WITHIN THE SPECIFICATIONS PRIOR TO ANY CONSTRUCTION. 6. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF KING COUNTY/CITY FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION PER CONTRACT DOCUMENTS. 8. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SURVEY NOTES: HORIZONTAL DATUM_ NAD 83-91 BASED ON FOUND MONUMENTS WCCS #2832 (PACE CONTROL POINT #2) A CONCRETE MONUMENT AT THE EAST QUARTER CORNER OF SECTION 14 AND WCCS #2900 (PACE CONTROL POINT #17) A 4" CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE. VERTICAL DATUM: NAVD 88 BASED ON CITY OF RENTON BM "RENT2127" BEING A FOUND ROUND CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142ND STREET AND 149TH PLACE SE, (ELEVATION = 363.72 FEET). LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON- EXCEPT THE WEST 30 FEET THEREOF; AND THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; EXCEPT THOSE PORTIONS OF SAID SECTIONS 14 AND 15 HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401060822. EROSION AND SEDIMENT CONTROL STANDARD NOTES CONT: 12. 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. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR. 15. ESC METHODS SHALL BE USED TO PREVENT SILT -LADEN WATER FROM ENTERING THE STREAM, SUCH AS STRAW BALES, FILTER FABRIC, TEMPORARY SEDIMENT PONDS, CHECK DAMS OF PEA GRAVEL -FILLED BURLAP BAGS OR OTHER MATERIAL, AND/OR IMMEDIATE MULCHING (MIN 2 INCHES) OR EXPOSED AREAS. 16. EXTREME CARE SHALL BE TAKEN TO ENSURE THAT NO PETROLEUM PRODUCTS, HYDRAULIC FLUID, FRESH CEMENT, SEDIMENTS, SEDIMENT -LADEN WATER, CHEMICALS, OR ANY OTHER TOXIC OR DELETERIOUS MATERIALS ARE ALLOWED TO ENTER OR LEACH INTO THE STREAM OR WETLANDS ASSOCIATED WITH THE STREAM. ALL EQUIPMENT RE -FUELING SHALL OCCUR OFF -SITE. S=03 54902