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Home My WebLink AboutR-414103CHAINLINK PAVERS FENCE 6' 4, WOOD CHAINLINK FENCE FENCE N88"1809"W 165.04 GATE FOUNTS 7.5 - GA�EB0. RR �- BSBL GARAGE I t�0 RDER�- 7 -( 4 / �q I9 RO K Z LL / o ROCK - - WOOD O / STEPS 3 WALL GRASS N U� 0D k10E I 1 N I I � I I I N A47 I I Z / DECK 0 I J 12 TYPx �I-------- j I� I IRR I CARPORT I APPRO I I I TIE KTgp7t I CONC. '1-F. PAVERS TBD 1ONRa CHIMNEY HOUSE \ 14 I c I C I I I #14005 -GTM UILT I C �I c� � I REMAIN )_D I I )IL JK = I I ci E ISTING I o G AGE ir I I o Ia 9 DRIASPIIAL DECK ��A W/STAIR � /AAA / o zzz / 2'x3' STEEL PLATE _ OVER CULVERT , S8818'09"E 165.04 LESS AND BENT PER )9020014 DRIP LINES SHOWN ON PLANS ARE NOT CONSISTENT WITH AERIAL IMAGES. TREE PROTECTION FENCING SHALL BE REVISED TO BE LOCATED OUTSIDE OF THE ACCURATE DRIP LINE, PER THE REQUIREMENTS BELOW, PRIOR TO DEVELOPMENT ACTIVITIES. THE STOCKPILE SHALL BE RELOCATED OUTSIDE OF THE DRIP LINES AND TREE PROTECTIONS FENCING. TREE PROTECTION SHALL BE VERIFIED FOR COMPLIANCE WITH THE CODE REQUIREMENTS VIA CITY INSPECTION PRIOR TO DEVELOPMENT ACTIVITIES. PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1.25) FOR EVERY ONE INCH 0 ") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING -- PROTECTED TREES," OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. i w APPROX. LOCATION OF DRAIN FIELD =S-�OILT� 1 al 2 - BORDER EXISTING SW 1/4 OF THE SE 1/4, SEC. 14, T 23N9 R 05E, W.M. I � I O , I I V II W N x � N FOUND 1/2" REBAR 10 N I W/ILLEGIBLE CAP 0.4' SOUTH OF CALC POSITION 4' I 5 IN INK / 1 TO PREMAIN HALT RIVEWAY�, FOUND 1/2" REBAR W/ILLE Bic LE CAP 0.4' SOUTH OF CALC POSITION CATV RIM=4 IE=436. 1 1 ,WIN 1 1 7 (n Cn Q I c� I VO) I CONSTRUCTION NOTES OUTILIZE EXISTING DRIVEWAY DURING INITIAL PHASE OF MOBILIZATION AND SITE PREPARATION AND DEMOLITION. EXISTING DRIVEWAY TO BE REMOVED. OSTABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C2.1 a. ° O SAWCUT FULL DEPTH d. O FILTER FABRIC (SILT) FENCE PER DETAIL ON SHEET C2.1 ° O STORM INLET PROTECTION PER DETAIL ON SHEET C2.1 1d: .'e' D e O PLASTIC COVERED STOCKPILE PER DETAIL ON SHEET C2.1 C 1.. REMOVE EXISTING STRUCTURES f OREMOVE EXISTING FENCES, WALLS, RR TIES, AND TANK CB 54"0 ° EI(18"N)=439.86 O REMOVE ON -SITE PAVING IE(24"N W)=439.61 IE(30"S)=438.91 SEPTIC TANK AND DRAINFIELD. SEE REMOVAL NOTES 11 REMOVE 8 LF OF 24" CPEP I +d �au�.ui.ae y CAN. CNMINF1r .9 12 6' HIGH CHAIN LINK TREE PROTECTION FENCING FOUND 2" DISK •f` + W/PUNCH IN CONC IN CASE DOWN 0.5' ® INTX. ' 160TH AVE SE AND SE 140TH ST a. 'A s EARTHWORK QUANTITIES CUT = 50 CY o FILL = 50 CY V) SEIIdOTH ST. i NET = 0 CY FILL 0 a C� U) I 1n SMH RIM=439.52 CTR. CHANNEL=428.2 LEGEND X SILT FENCE ASPHALT/CONCRETE TO BE REMOVED O�O CONSTRUCTION ACCESS LIMITS OF CLEARING AND GRADING INLET PROTECTION 000000 STOCKPILE AREA SAWCUT/LIMITS OF GRIND { EXISTING SURVEYED TREES TO REMAIN EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. REVISION SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE AP P R APPRovED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY R-414103 1 /712021 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CONSTRUCTION SEQUENCE 1. CONTRACTOR TO ARRANGE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON PRIOR TO BEGINNING SITEWORK. 2. IDENTIFY AND MARK LIMITS OF CLEARING. 3. A COPY OF THE APPROVED TESC/SWPP PLAN IS TO BE KEPT ONSITE AT ALL TIMES DURING CONSTRUCTION. 4. INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE, FILTER FABRIC FENCES, AND CATCH BASIN INSERTS AS REQUIRED. 5. A MINIMUM OF ONE SET OF APPROVED CONSTRUCTION DRAWINGS AND A COPY OF THE CITY OF RENTON DESIGN AND CONSTRUCTION STANDARDS SHALL BE MAINTAINED IN GOOD (LEGIBLE) CONDITION ONSITE AT ALL TIMES. 6. BEGIN SITE GRADING AND UTILITY INSTALLATION GRADE AND PAVE ACCESS DRIVEWAY. 7. CONSTRUCT FRONTAGE IMPROVEMENTS 8. A TRAFFIC CONTROL PLAN IS TO BE SUBMITTED BY THE CONTRACTOR TO THE CITY OF RENTON AND APPROVED BY THE CITY PRIOR TO ANY SITE RELATED ACTIVITIES (INCLUDING OFFSITE UTILITY CONNECTIONS) THAT REQUIRE ROAD CLOSURE OR DISRUPTION OF ACCESS TO NEARBY BUSINESSES THAT WILL LAST MORE THAN 15 MINUTES. 9. MAINTAIN TESC FACILITIES IN PROPER OPERATING CONDITION DURING ALL PHASES OF CONSTRUCTION. RELOCATE TESC FACILITIES AS NEEDED AS CONSTRUCTION PROGRESSES. 10. COORDINATE UTILITY CONSTRUCTION AND CONNECTIONS WITH UTILITY PROVIDERS. 11. COMPLETE ONSITE, OFFSITE AND BUILDING CONSTRUCTION AND OBTAIN CIYT/UTILITY PROVIDER APPROVAL. INSTALL LANDSCAPING IN CONFORMANCE WITH LANDSCAPE PLANS. STABILIZE ALL EXPOSED AREAS. 12. REMOVE REMAINING TESC MEASURES AS DIRECTED BY THE CITY OF RENTON INSPECTOR AFTER CITY APPROVAL. SEPTIC SYSTEM ABANDONMENT NOTES: 1. CONTRACTOR SHALL PREPARE A SEATTLE AND KING COUNTY PUBLIC HEALTH "REPORT OF WASTE WATER TANK ABANDONMENT" APPLICATION AND RETURN COMPLETED FORM TO PUBLIC HEALTH - SEATTLE & KING COUNTY, ENVIRONMENTAL HEALTH DIVISION, 14350 SE EASTGATE WAY,BELLEVUE, WA, 98007, TEL. (206) 296-4932. 2. PRIOR TO ABANDONMENT THE SEPTIC TANK AND ALL SEWAGE EFFLUENT IN DRAIN FIELD MUST BE PUMPED AND DISPOSED OF BY A WASHINGTON STATE CERTIFIED LIQUID WASTE PUMPER HAULER TO AN APPROVED DISPOSAL FACILITY. 3. THE SEPTIC TANK AND DISTRIBUTION STRUCTURES MUST BE REMOVED AND DISPOSED OF PROPERLY. 4. PRIOR TO REMOVAL OF ANY TYPE OF "DRAINFIELD," THE SYSTEM MUST BE ALLOWED A DRYING OUT PERIOD OF SIXTY (60) DAYS OR LONGER BEFORE REMOVAL TO ENSURE THAT NO LIQUID SEWAGE EFFLUENT IS PRESENT. THIS WILL MINIMIZE THE POTENTIAL FOR DIRECT HUMAN CONTACT WITH ANY SEWAGE AND HELP PREVENT SPILLS OR LEAKAGE ON BOTH PRIVATE PROPERTY AND PUBLIC ROADWAYS. 5. THE GEO-TEXTILE FABRIC AND DISTRIBUTION PIPING OR SYNTHETIC MEDIA MUST BE REMOVED, DRIED AND DISPOSED OF AT A PERMITTED SANITARY LANDFILL AS MUNICIPAL SOLID WASTE. THIS MATERIAL MUST NOT BE MIXED WITH THE SOIL IF THE SOIL IS TO BE REUSED OR SPREAD. 6. THE DISTRIBUTION MEDIA, IF ROCK, MUST BE HAULED OFF SITE FOR BURIAL OR STOCKPILING IN A REMOTE LOCATION TO MINIMIZE HUMAN EXPOSURE TO POTENTIAL PATHOGENS AND ALLOW FOR PATHOGEN DIE -OFF. 7. BACKFILL WITH CLEAN GRAVEL OR FILL SOIL. FUM 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 CITY OF RENTON Planning/Building/Public Works Dept. He a • T11*+T Know what's below. 20 10 0 20 40 Call before you dig. SCALE: 1 INCH = 20 FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ar IL Nathan Janders 02/19/2021 L RRENT PLANNING } LL aweihs 02/19/2021 0 DATE: W 07-22-2020 0- R O P P E S F R FIELDBOOK: PAGE: O TESC PLAN DRAWING SHEET: 3 OF: 9