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Home My WebLink AboutSWP1002051.2ABBREVIATIONS SENERAL NOTES I L E G E N D ALTERNATE ALT. ;AMERICAN NATIONAL STANDARDS INSTITIUTE ANSI AMERICAN PUBLIC WORKS ASSOCIATION APWA AMERICAN RAILWAY ENGINEERING ASSOCIATION A.R.E.A. BOULEVARD BLVD. BUILDING BLDG. CATCH BASIN CB CENTERLINE IL CLEAN OUT CO CLEARANCE CLR. CONCRETE CONC. CONCRETE MASONRY UNIT C M U CONSTRUCTION CONSTR. DEPARTMENT DEPT. DIAMETER CIA. DRAWING DWG. EAST ELEVATION EQUAL ETCETERA OTC. EXISTING EXIST. EXPANSION EXP. FIRE HYDRANT FH -IRE WATER - TOOT lT. GRAVEL GRAV. NVERT ELEVATION -r MANHOLE 'MH MONUMENT MON. NORTH N NOT TO SCALE ITS NUMBER NO. PAVEMENT PVMT. POUNDS PER SQUARE INCH PSI POWER POLE PP PRIVATE SANITARY SEWER PSS RADIUS R. RAILROAD RR REQUIRED REQ'D. SANITARY SEWER SS SANITARY SEWER FORCE MAIN SS FM SCHEDULE SCH. SECTION SEC. SHEET SHT. SPACE SP. SPECIFICATIONS SPECS. STANDARD STD. STANDARD DIMENSION RATIO SDR STORM DRAIN SD TELEPHONE TEL. TEMPORARY TEMP. TOP OF CURB T/C TOP OF FRAME T/F TOP OF PAVEMENT T/P TOP OF VAULT T/V TYPICAL TYP. AASHINGTON INDUSTRIAL SAFETY AND HEALTH ADMINISTRATION WISHA KITH w/ THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED '_. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. T SHALL OE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE LOCATIONS AND ELEVATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION. . CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM `WER. GAS, POWER, TELEPHONE AND TELEVISION). DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL ON SITE 'TORM WATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT LADEN STORM WATER SHALL BE ALLOWED -0 DISCHARGE INTO THE CITY OF RENTON'S STORM DRAINAGE SYSTEM, JR ONTO ADJACENT PROPERTIES. +. DURING CONSTRUCTION, ALL STREETS, PUBLIC OR PRIVATE, ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM JN SITE CONSTRUCTION, AS DIRECTED BY THE CITY. -HE CONTRACTOR AT ALL TIMES SHALL FOLLOW ALL STATE .AND LOCAL SAFETY 'EQUIREMENTS DURING CONSTRUCTION OF THIS PROJECT. SPECIAL CARE SHALL BE TAKEN DURING ALL TRENCHING OPERATIONS. SHEETING AND BRACING. CRIBBING, ETC., 'y1UST E INSTALLED AS REQUIRED TO PROVIDE MAXIMUM SAFETY TO THE CONTRACTOR'S �iORKERS IN FULL COMPLIANCE WITH WISHA REGULATIONS. S. AHERE MORE THAN ONE STANDARD IS REFERENCED ON THE DRAWINGS R IN THE SPECIFICATIONS AND THERE IS A DISCREPANCY BETWEEN THE TWO THE MORE STRINGENT SHALL APPLY. 7. STANDARD DETAILS FROM THE LATEST REVISION OF THE CITY OF RENTON "!TILITY ENGINEERING STANDARD DETAILS." 8. PATCH OR REPAIR PUBLIC SIDEWALKS, CURBS, STRIPING, AND ROADWAYS PER APPLICABLE �iTY OF RENTON STANDARD DETAILS AND SPECIFICATIONS. PATCH ROADWAY PER 6 C-9 9. PATCH OR REPAIR PAVEMENTS WITHIN DRAINAGE AND CONSTRUCTION EASEMENT PER 3 C-9 STORM WATER DRAINAGE NOTES I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SPECIFICATIONS FOR MUNICIPAL CONSTRUCTION. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATING FROM THE APPROVED PLANS WILL REQUIRE VRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER ONSTRUCTION IS IN PROGRESS. D. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. o. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO :LEAKING AND CONSTRUCTION, AND THEY MUST BE SATISFACTORILY �;1AINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. ?. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC 'WORKS, STORM WATER UTILITY. 8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.1(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE :"INSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH 30TTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO JNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE lUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING --HALL BE ,AS SHOWN ON PLANS. ?. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT -EVEL IN PAVED AREAS AND 6" ABOVE GRADE IN ALL OTHER .AREAS. 10. OPEN CUT ROAD CROSSINGS THRU EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. ISSUANCE OF THE BUiLDING OR CONSTRUCTION PERMIT BY THE CITY OF ENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL 'BLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER C',ISPOSITION. FURTHER, -HE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PPOPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY ETHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE ERFORMANCE OF 'WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ,ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE W.S.D.O.T, STANDARD SPECIFICATION 1-07-13, ;RAFFIC CONTROL, SHALL APPLY. 13. PIPE SHALL BE REINFORCED CONCRETE (RCP) WITH RUBBER GASKETED JOINTS :DER ASTM C76, CLASS- '4. MAN HOLES TO BE 120 INCH DIAMETER WITH SOLID LOCKING LID. EE FOR DETAILS. 6. FIELD VERIFY LOCATION AND INVERTS OF ALL CONNECTIONS TO =XISTING STORM DRAINS PRIOR TO CONSTRUCTION. IMMEDIATELY NOTIFY ENGINEER OF ALL DISCREPENCIES. 'S. TRENCH SHORING DESIGN BY CONTRACTOR. TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES BEFORE ANY CONSTRUCTION ACTIVITY OCCURS, A PRE -CONSTRUCTION !MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC +ORKS DESIGN ENGINEER. 2. PROVIDE SILT FENCE AROUND PERIMETER OF TRENCH EXCAVATIONS. -ONSTRUCT SILT FENCE PER THE CITY OF RENTON STANDARD PLAN SHEET 4.1. . THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL OTHER CONSTRUCTION. 4. 'MAINTAIN NATURAL VEGETATION OUTSIDE OF IMMEDIATE CONSTRUCTION .;REAS FOR SILT CONTROL. 5. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE 'OSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS ,SQUIRED BY THE CITY OF RENTON TO ENSURE CONTINUING ROSION/SEDIMENTATION CONTROL. o. ;ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED N A SATISFACTORY CONDITION UNTIL SUCH TIME THAT -LEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT 71RAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION SAS PASSED. 7. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. 8. CATCH BASINS/INLETS WITHIN CONSTRUCTION AREAS SHALL BE PROTECTED PER THE CITY OF RENTON STANDARD PLAN SHEET 4.1. 9. ALL LIMITS OF CLEARING/STRIPING AND AREAS OF VEGETATION PRESERVATION AS SHOWN ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD ,ND OBSERVED DURING CONSTRUCTION. J. TRENCH EXCAVATIONS ARE TO BE BACKFILLED TO MATCH EXISTING GRADE �T THE END OF EACH DAY. THE TOP 6 INCHES OF FILL SHALL BE CRUSHED SRAVEL SURFACING. DESCRIPTION VEW EXISTING I BUILDING CONCRETE L ASPHALT so STORM DRAIN SD — — — — — SS :s SANITARY SEWER — — — — - — — — -- DOMESTIC WATER <'_8110 — — — — NATURAL GAS TELEPHONE TEL ELECTRIC DUCT L I MANHOLE CATCH BASIN _ FIRE HYDRANT THRUST BLOCK POWER POLE - i I T( I IT n O i r ELEVATION 1)0.00 FENCE x—X—x—x—x— SILTATION FENCE x x x— x x x— DITCH OR SCALE CONTOUR LINE /� 0000 CLEAN OUT CO WATER GATE VALVE I w/sox w6v KEY OPERATED VALVE w/BOX SURVEY CONTROL POINT PROPERTY LINE ------_----- RIGHT OF WAY i I RAILROAD 1 DITCH CENTERLINE j EASEMENT Of v _ SfONAI.Y'`'7 j SSOE, INC. i ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE. N.E., SUITE 101 BELLEVUE. WASHINGTON 98004 TEL. 206-827-2950 PROJECT NUMBER zISOil- O3 DRAWING 2 NUMBER —!TY OF RENTON DEPARTMENT OF PUBLIC 'NORKS SHEET 1 I F ENERAL NOTES, ABBREVIATIONS ' AND LEGEND S WAD -,*a - lob Av 0 - S- Z 0 ISSUE FOR BID SWT NO. REVISION BY DESIGNED: S. 174 Z DRAWN: 6/ 10/92 CHECKED: APPR. DATE APPROVED: `\ / , /� p S-/ i W. DATE: 02/28/92 FILE NAME: 1 103C2 -,GALE: NOTED -;RECTOR OF PUBLIC WORKS =DLO BOOK:-- 'AGr✓ HEET: L F: