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Home My WebLink AboutS-3220050 N A`I VJ 1 qO' � N a, F N ¢' t o'� z q, q p xz r3aw r-19 u G y- U v A X z v Y g ,, _ O o I v) rn O - OZ � 0i O > X m il C i O O C 'n U z N II � QJ N N II � II J T � N � N � C (J7 a 0 W Z O® 3 Zo E- ,� a co G t m c -I C a s a o IN Vicnity Map NOT TO SCALE Project Locati( Horizontal Control NOT TO SCALE m `FND MON IN CASE W/ / BRASS PIN CITY MON 3.5' BRASS RISK AT THE NW CORNER 11836 12 -29 -04 OF CONC. BASE OF SIGNAL BRIDGE `/ N 01'46'15' E MON IN CASE NORTH 1/4 664.81' CORNER OF 5 -23-05 CALC PER CITY CONTACT: MIKE LUNA N 89'0552' W DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR , EL= 37.254 FEET NAVD 88 a0 a Basis of Bearing R/R SPIKE SET IN POWER POLE a a AT SOUTHWEST CORNER OF SITE UNDER RECORDING NUMBER a c S 0 KING COUNTY AUDITOR (ROS) e AV Ui F o Fill IN Vicnity Map NOT TO SCALE Project Locati( Horizontal Control NOT TO SCALE CITY OF RENTON BENCHMARK #2177 `FND MON IN CASE W/ / BRASS PIN CITY MON 3.5' BRASS RISK AT THE NW CORNER 11836 12 -29 -04 OF CONC. BASE OF SIGNAL BRIDGE `/ N 01'46'15' E MON IN CASE NORTH 1/4 664.81' CORNER OF 5 -23-05 CALC PER CITY CONTACT: MIKE LUNA N 89'0552' W DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR , � FND MON IN CASE s W/ BRASS NAIL °8 NORTHWEST CORNER '9 OF 5 -23 -05 <` CITY MON $1886 12 -29 -04 FOUND MON J IN CASE CL OF LAKE y WASH. BLVD 7 -27 -D4 FOUND MON IN CASE CL OF LAKE = 858.52' WASH. BLVD 1514.70' 7 -27 -D4 =32' 28. 29' N 8851'35' W MON IN CASE ON SOUTH LINE CALC PER ROS • Checked for Compliance to City Standards bvwaC w 1/4 ITV CORNER F 1/4 CORNER OF 5 -23 -05 CALC PER CITY MON IN CASE SOUTH 1/4 OF 5 -23 -05 CALC PER ROS S 89'36'08' E 2649,45' MON IN CASE SOUTHEAST CORNER 5 -23 -05 CALC PER CITY SE 1/4, SW 1/4, 5 SEC., T23.N., R. 5 E., W.M. Surveyor Vertical Datum SADLER- BARNARD & ASSOC. INC. CITY OF RENTON BENCHMARK #2177 12714 VALLEY AVE. E SUITE B 3.5' BRASS RISK AT THE NW CORNER SUMNER, WA 98390 OF CONC. BASE OF SIGNAL BRIDGE (253) 826 -8135 AT THE R/R CROSSING AT THE CONTACT: MIKE LUNA NORTH ENTRANCE OF COULON PARK DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR , EL= 37.254 FEET NAVD 88 Site Benchmark Basis of Bearing R/R SPIKE SET IN POWER POLE RECORD OF SURVEY AS RECORDED AT SOUTHWEST CORNER OF SITE UNDER RECORDING NUMBER EL =51.60 9901159003, RECORDS OF THE KING COUNTY AUDITOR (ROS) Legal Description NORTH 75 FEET OF LOTS 312 THROUGH 315 OF THE PLAT OF CD HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, RECORDED IN VOLUME 11, PAGE 83 RECORDS OF KING. COUNTY, WASHINGTON, TOGETHER WITH THE SOUTHERLY 30 FEET OF MORGAN AVE. (TO BE VACATED) Civil Sheet Index SS -1 COVER SHEET SS -2 SANITARY SEWER EXTENSION PLAN AND PROFILE SS -3 SANITARY SEWER EXTENSION DETAILS SS -4 SANITARY SEWER EXTENSION DETAILS Construction Sequence 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY °VEIWA AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND. UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS 1- 80D- 424`5555. 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5. INSTALL STABILM CONSTRUCTION ENTRANCE 6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 7. INSTALL OFFSITE CATCH BASIN PROTECTION. B. CLEAR & GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF FILLED. 9. CONSTRUCT SEDIMENT INTERCEPTOR SWALES AND CHECK DAMS. 10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. 11. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUB -GRADE AS INDICATED ON THE DRAWINGS. INSTALL STORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE WATER TO THE PROPOSED CATCH BASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. USE CATCH WIN SEDIMENT FILTERS TO CAPTURE SEDIMENT PRIOR TO DISCHARGE 12. INSTALL NEW UTILITIES PER THE DRAWINGS. A WET TAPS TO THE CITY OF RENTON WATER SYSTEM SHALL BE MADE BY A CITY APPROVED SUBCONTRACTOR. B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS. 13. FINISH GRADE SITE AND 'CON SiRUCT ASPHALT PAVING AREAS, ACCESS DRIVES SIDEWALKS, -CURBS AND GUTTERS. 14. COMPLETE STABILIZATION IN ACCORDANCE WITH.. LANDSCAPE PLANS. 15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN AUTHOREffD LOCATION AT NO COST TO THE OWNER. 16, CLEAN SFORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. 17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. FmAien Control Notes 1. 2. 3. 4. 5 6.' 7. A PRE - CONSTRUCTION MEETING MUST BE i DESIGN ENGINEER. 7N AS PRESCRIBED ON THE PLAN SHALL BE UCTION. IMENT FACILITIES, SHALL BE MAINTAINED IN A G AND /OR CONSTRUCTION, IS COMPLETED•AND aLEMENTAHON, MAINTENANCE, REPLACEMENT AND i SHALL 13E THE RESPONSIBILITY- OF THE PERMITTEE ICTED ON THIS DRAWING ARE INTENDED TO BE IITIONS.;AS CONSTRUCTION PROGRESSES AND Sanitary Sewer Notes and Specifications 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CRY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSOOT /APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 330 PAL ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHAM BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT; AND 911 SHALL BE NOTIFIED 24 HOURS iN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT STALL BE THE CONTRACTOR'S RESPONSIBILITY' TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION: 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.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFlLUNG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION` SITE, 7. IT SHALL BE THE RESPONSIBILIY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. 'PLANS APPROVED BY THE CITY OF RENTON; PUBUC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. IRING.THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY 0 ADDRESS ANY NEW CONDITIONS THAT MAY CREATED BY HIS ACTIVITIES AND TO FACILILIFS,.OVER AND ABOVE .MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT SAND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. . .z 's 'LAN :IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR , , I:!„ek,� RIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT: DISTURBED SOIL AREAS I SQUARE FEET, THAT ARE TO BE LEFF UNWORKED FOR MORE THAN TWELVE (12) HOURS, BY MULCH, SODDING, OR PLASTIC COVERING. HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED ' FOR "A rtKIUU ur . DAYS OR MORE, -D GRASS PLANTING OR OTHER APPROVED' EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR 1N QUESTION. 'GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE ' PERMRTTEE.BUT MUST BE AUGMENTED WITH MULCHING, NETIING, OR OTHER TREATMENT APPROVED BY THE o CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. n 8. FOR ALL EROSION / SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE. A MINIMUM OF 3 FEET HIGH IS REQUIRED. WITH 3:1 SIDE' SLOPES. • 1 NO �a C/:) C / -