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HomeMy WebLinkAboutS-037402(_1 PLAN SET REFERENCE SYMBOLS SECTION AND DETAIL DESIGNATION POINTAT WHICH SECTION POINTAT WHICH SECTION OR DETAIL IS TAKEN OR DETAIL IS SHOWN LETTER INDICATES LETTER INDICATES DESIGNATION OF SECTION �y ,�� DESIGNATION OF SECTION ay F -2 -22 �F- -1 1 INDICATES DRAWING INDICATES DRAWING (S) WHERE SECTION IS SHOWN WHERE SECTION IS TAKEN NUMBER INDICATES NUMBER INDICATES DESIGNATION OF DETAIL DESIGNATION OF DETAIL H -6 H -6 INDICATES DRAWING INDICATES DRAWING (S) WHERE DETAIL IS SHOWN WHERE DETAIL IS TAKEN NOTES: 1. SYMBOL LEGEND, AND USE IDENTIFICATION WHICH ARE SHOWN ON THIS DRAWING ARE FOLLOWED THROUGHOUT THE PLANS WHENEVER APPLICABLE. ALL OF THE VARIOUS SYMBOLS, LEGENDS AND USE IDENTIFICATIONS ARE NOT NECESSARILY UTILIZED IN THE PROJECT. 2. STANDARD DETAIL NUMBERS ARE NOT CONTINUOUS ON THE STANDARD DETAIL SHEETS. SOME NUMBERS ARE NOT USED. �PUBLIC RIGHT -OF -WAY Aa , EXST Of? /VEWAY RAMP 50' M/N O,R 3/7-E ACCESS ROAD I f�'EM01/E PORT /ON OF EX /ST /NG WALK E CURB 21 GUTTER AND REPLACE m� IN KIND EXISTING GROUND NOTES: f. USE 4" TO 8 "QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH "FINES" NOT ACCEPTABLE. 2. THE 50' M/N /MUM LENGTH SHALL ,BE LENGTHENEIO AS REQUIRED TO INSURE MATERIAL IS NOT TRACKED ONTO PW5LIC RIGHT -OF -WAY. TEMPORARY CONSTHL,CT /O!/ ENTRANCE N.T.S. STAPLES OR WIRE RINGS, FILTER FABRIC 1 MATERIAL M1RAF1 IOOX OR EQUAL Z "x4" F/R (ALT .. 5TL) POSTS FILTER FABRIC — M /RAFI 100X OR 2 "x2 "x f4 GA WW. F. 4 6.rgA_b MAX 3. C. 1 ^T v" Q v \I�WASHED OR PEA GI -AVEL 2 "x 12 "x 14 GA WELDED WIRE /FA/3R1C DR EQUAL Cr N .BURY 150T OF FILTER FABRIC MATE IN BOT OF TRENCH TRASH RACK 12 "CMP PERFORATEL STAND PlpPE WASHED GRAVEL MINUS G° M /1V HT--- 7— q-," POURED CONC )SASE NOTES= 1. PLACE 1" OF 3/4' TO `I 1,✓2 "WASHEDD OR PEA GRAVEL ON BOTH S //TES OFFENCE TO CREATE BE' ✓EL 2 FABRIC SHALL BE STAPLED OR W IRED TO FENCE £ 2C''OF FABR /C SHALL EXTEND INTO T/�ENCH. FABR /C SHALL EXTEND NOT MORE THAN 36 "A80VE ORIGINAL GROUND SURFACE. S /LT FENCE n/.r.5. f N 10 ABBREVIATIONS o LEGEND /V TS. 0 AC ASPHALT CONCRETE NEW & AND PIPELINE WITH STATIONING ( IN 100 FEET) @ AT MANHOLE AVE AVENUE EXISTING CMP CORRUGATED METAL PIPE "W WATERLINE WITH SIZE CONCC CONCRETE OSH CONN CONNECTION Q MANHOLE CT COURT VALVE DI DUCTILE IRON — 8 "SS —� SANITARY SEWER WITH MANHOLE DIA DIAMETER I? GAS PIPELINE EL ELEVATION /2 "y-- CMP CULVERT WITH SIZE AND TYPE EXST EXISTING x— x— x —x - -x— FENCE LINE G GAS � LIGHT POLE TREE IE INVERT ELEVATION - -- -- RIGHT -OF -WAY AND /OR PROPERTY LINE LT LEFT — — — — — — — EASEMENT LINE MAX MAXIMUM � - -_ DITCH OR STREAM SHOWING DIRECTION OF FLOW MIN MINIMUM '------ 232' -''�- EXISTING CONTOURS MH MANHOLE (SANITARY) MJ MECHANICAL JOINT ---- ZCo4"� NEW CONTOURS x EXISTING GRADE ELEVATION NTS NOT I Q SCALE ® FINISH GRADE ELEVATION OD OUTSIDE DIMENSION ® SURVEY MONUMENT P/L PROPERTY LINE ® 8 _ BORING PJC POLYVINYL CHLORIDE ®� P_ TEST PIT PVMT PAVEMENT O �J_ WATER JET BORING R/W RIGHT -OF -WAY BACKFILL TYPE (WITH LETER SYMBOL) FIT RIGHT N NATIVE BACKFILL MATERIAL SS SANITARY SEWER I IMPORTED BACKFILL MATERIAL ST STREET STA STATION TEMP TEMPORARY TYP TYPICAL VERT VERTICAL W WATER W/ WITH W/0 WITHOUT ROCK LINED PIPE OUTFALL W/2 " - -4 "QUARRY SPALLS O; SP /LL WAY Q` 6:0' g CONSTRUCTION SEQUENCE M/A! N w 1. ATTEND PRE - CONSTRUCTION CONFERENCE. Q P - - -- z' 2. CONSTRUCT 50'x 30' CONSTRUCTION ENTRANCES AT EACH POINT OF VEHICULAR ACCESS. - 3. INSTALL SILT FENCE THE FULL LENGTH OF THE PROJECT. SILT 7 FENCE SHALL BE PLACED SO AS TO PREVENT SILT LADEN WATER FROM ENTERING THE STREAM OR THE PAVED PORTION OF 1 -405. 4. CONSTRUCT PIPELINE. OUTFACE P /PE COLLAR 5. COMPLETE SURFACE RESTORATION. DITCH TO OUTLET 6. AFTER PERMANENT VEGETATION HAS BEEN RESTORED REMOVE EROSION AND SEDIMENTATION CONTROL MEASURES WHEN DIRECTED BY THE ENGINEER. S /LTA T/ON POND DSG N /V TS. C ' ®A Revisions Drawn by _ C.S,HO w1E� pate THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON] THE BASIS OF INFORMATION COMPILED EY OTHERS. THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, TYPE OF COMPONENT NOR - MANNER OF CONSTRUCTION. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO HE RECORD DRAWINGS. REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS 6NE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE p i^ USED, IN WHOLE OR -IN- -PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST ©CH2M BILL SCALES ACCORDINGL 1 CITY OF RENTON, WASHINGTON WEST KENNYDALE SEWER EXTENSION 1 6 EROSION /SEDIMENTATION CONTROL NOTES THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING EROSION/ SEDIMENTATION CONTROL REQUIREMENTS. PERMITTEE SHALL BE THE CONTRACTOR. 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEAR- ING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMNTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEM SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PRO- GRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALLANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURED COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLI- GATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 4. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL O rIY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHEN- EVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUG- MENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 6. FOR ALL EROSION /SEDIMENTAION CONTROL WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH, IS REQUIRED. 7. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 30'x 50'x 8" OF 4- TO 6 -INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. GENERAL NOTES 1. SURVEYS BY CH2M HILL, 1990. 2. DATUM IS NGVD (NATIONAL GEODETIC VERTICAL DATUM). BENCH- MARK IS RAILROAD SPIKE IN POWER POLE AT SW CORNER OF INTERSECTION OF NE 24TH STREET AND JAMES AVENUE NE - ELEVATION = 240.51. 3. ELEVATIONS OF EXISTING PIPELINES ARE APPROXIMATE ONLY. CON - RACTOR SHALL DETERMINE THE CORRECT ELEVATION IN THE FIELD. REPORT DISCREPANCIES IMMEDIATELY TO ENGINEER. 4.1 INFORMATION ON EXISTING UTILITIES SHOWN IS TAKEN FROM EXIST ING RECORDS OR ESTIMATED BY OTHER MEANS AND IS APPROXI- MATE ONLY. BOTH LOCATIONS AND DEPTHS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACTALL UTILITY OWNERS AND CONFIRM LOCATIONS AND OTHER INFORMATION ON EXISTING UTILTIES. CALL 1 -800- 562 -6478 AT LEAST 48 HOURS PRIOR TO EXCAVATION. 5. SEE GEOTECHNICAL DATA REPPORT _DATED JUNE 15,--199O FOR LOCATIONS OF BORINGS AND TEST PITS, EXPLORATION LOGS, WATER TABLE ELEVATIONS AND OTHER PERTINENT GEOTECHNICAL INFORMATION. OF 8 GENERAL NOTES, DETAILS 1 2 IDATE JUNE 1990 IA DSG N E. RUDLOFF R M. SPARLING �. 3-Z / -�'/ RECORD Qi2Fldti/NG OSH E�2 CHK E. RUDL.OFF APVD E, Fi'UDL.OFF NO. DATE REVISION BY APVD REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS 6NE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE p i^ USED, IN WHOLE OR -IN- -PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST ©CH2M BILL SCALES ACCORDINGL 1 CITY OF RENTON, WASHINGTON WEST KENNYDALE SEWER EXTENSION 1 6 EROSION /SEDIMENTATION CONTROL NOTES THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING EROSION/ SEDIMENTATION CONTROL REQUIREMENTS. PERMITTEE SHALL BE THE CONTRACTOR. 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEAR- ING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMNTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEM SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PRO- GRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALLANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURED COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLI- GATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 4. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL O rIY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHEN- EVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUG- MENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 6. FOR ALL EROSION /SEDIMENTAION CONTROL WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH, IS REQUIRED. 7. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 30'x 50'x 8" OF 4- TO 6 -INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. GENERAL NOTES 1. SURVEYS BY CH2M HILL, 1990. 2. DATUM IS NGVD (NATIONAL GEODETIC VERTICAL DATUM). BENCH- MARK IS RAILROAD SPIKE IN POWER POLE AT SW CORNER OF INTERSECTION OF NE 24TH STREET AND JAMES AVENUE NE - ELEVATION = 240.51. 3. ELEVATIONS OF EXISTING PIPELINES ARE APPROXIMATE ONLY. CON - RACTOR SHALL DETERMINE THE CORRECT ELEVATION IN THE FIELD. REPORT DISCREPANCIES IMMEDIATELY TO ENGINEER. 4.1 INFORMATION ON EXISTING UTILITIES SHOWN IS TAKEN FROM EXIST ING RECORDS OR ESTIMATED BY OTHER MEANS AND IS APPROXI- MATE ONLY. BOTH LOCATIONS AND DEPTHS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACTALL UTILITY OWNERS AND CONFIRM LOCATIONS AND OTHER INFORMATION ON EXISTING UTILTIES. CALL 1 -800- 562 -6478 AT LEAST 48 HOURS PRIOR TO EXCAVATION. 5. SEE GEOTECHNICAL DATA REPPORT _DATED JUNE 15,--199O FOR LOCATIONS OF BORINGS AND TEST PITS, EXPLORATION LOGS, WATER TABLE ELEVATIONS AND OTHER PERTINENT GEOTECHNICAL INFORMATION. OF 8 GENERAL NOTES, DETAILS 1 2 IDATE JUNE 1990 IA