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HomeMy WebLinkAboutTED4003437.2d' a ' ® w O � 0 � � o W � A� a Li J F °z 0 v a OD 0 a �a e\ 0 4 W ti z W W Z Z J Y Y Z Z Z W ¢ Q y Q �z Q� �W p' 0 € FILTER FABRIC MATERIAL 60" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE OR EXISTING FENCE - 2' BY 2. 14 GA. WIRE FABRIC OR EQUIV. 6' MAX. SPACING WITHOUT BACKUP SUPPORT_ 10' MAX. SPACING WITH BACKUP SUPPORT ELEVATION VIEW 2" BY 4" WOOD POST THE CONTRACTOR SHALL USE THE ALT: STEEL FENCE POSTS. EXISTING FENCE AS MUCH AS POSSIBLE. 6>. r —t_ 2" BY 2" BY 14 GA. WIRE FABRIC. - ON THE SURFACE. z PR❑VIDE 3/4' - 1,5' WASHED GRAVEL BACKFILL IN TRENCH o AND ON BOTH SIDES OF FILTER FE NCE E FABRIC ON THE SURFACE, N N 00_ Ova 0 ° I 0 BURY GEOTEXTILE IN TRENCH P SIDE VIEW NOTES 1, FOR SHEET RUNOFF OR F❑LL❑WING DISCHARGE FROM A SEDIMENT TRAP OR POND 2, MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. 3, MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100FT 4, IF 50% OR LESS OF THE S❑IL BY WEIGHT, IS FINE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO, 200, THE E❑S SHOULD BE EQUAL TO OR SMALLER THEN THE SIEVE SIZE THAT 85% OF THE S❑IL CAN PASS THROUGH, 5, THE TRENCH SHALL BE BACKFILLED WITH 3/4' MINIMUM DIAMETER WASHED GRAVEL, 6, FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USFUL PURPOSE, BUT NOT BEFORE THE UPSL❑PE AREA HAS BEEN PERMANENTLY STABILIZED, 7, FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC FENCE DETAILS CITY OF RENTON DWG, B066 LEGEND FOUND MONUMENT IN CASE 0512412006 O BOLLARD X SPOT ELEVATION FINISHED FLOOR ELEVATION UTILITY POLE ® CATCH BASIN ® SANITARY SEWER MANHOLE H WA TER METER WATER VALVE O MANHOLE LID "PURPOSE UNKNOWN" E ELECTRIC METER t7 FIRE HYDRANT III CABLE TELEVISION RISER T.P. # TAX PARCEL NUMBER ( ) RECORD CONC CONCRETE R-O-W RIGHT-OF-WAY BSBL BUILDING SETBACK LINE 0 ASPHALT SURFACE ® WOOD PORCH ® RETAINING WALL ROCKERY GUY WIRE —0-0— CHAIN LINK FENCE —0-0— WOOD FENCE .........� BUILDING LINE CENTERLINE OF ROAD — OHP OVERHEAD WIRES W BURIED WATER LINE CONIFER TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. 0 NEW DECIDUOUS TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. A-` CEDAR TREE (NOT SHOWN TO SCALE) ► �y� TRUNK DIA SHOWN IN INCHES. PINE TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. TR TO REMAIN TBR TO BE REMOVED DL DRIP LINE. POST SIGN "NO TRESSPASSING PROTECTED TREES" NOTES; 1, CONTRACTOR TO KEEP STREET CLEAN BY SWEEPING. 2, CATCH BASIN PR❑TECTI❑N REQUIRED DOWNSTREAM OF SITE ON BOTH SIDES OF THE ROAD. SEE CITY OF RENTON STANDARD PLAN B069, V►tvleSS Ap�prevED t3� THci C r'i y eT (2 c pRioIL To c- 1"I *12c F g. • Q T.E.S.C.P NOTES: 1. APPROVAL OF THE TEMPORARY EROSION/ SEDIMENTATION CONTROL PLAN (TESCP) 6. THE TESCP FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND Q DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING AND SIZE AND LOCATION OF ROADS, PIPES, OPERATION. RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) >- m 2. THE IMPLEMENTATION OF THE TESCP AND THE CONSTRUCTION, MAINTENANCE, 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF TWO DAYS DURING REPLACEMENT, AND UPGRADING OF TESCP FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE CITY. THE WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH APPROVED TESCP METHODS SUCH AS SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY BETWEEN APRIL 1 AND 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE PLAN SHALL BE CLEARLY OCTOBER 31. FLAGGED OR FENCED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED OR FENCED 8. ANY AREA NEEDING TESCP MEASURES, BUT NOT REQUIRING IMMEDIATE CLEARING LIM[TS SHALL BE PERMITTED. THE FLAGGING AND/OR FENCING SHALL BE ATTENTION DURING THE WET SEASON, SHALL BE ADDRESSED WMHK15 DAYS. MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION PROJECT. 9. THE TESCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT LEAST ONCE A MONTH, OR WITHIN 48 HOURS FOLLOWING A 4. THE TESCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO ALL STORM EVENT, AND AS THE CITY DEEMS NECESSARY. _o OTHER CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDDAENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, LEAVE THE 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO SITE, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. ACCUMULATE WITHIN A CATCH BASIN OR PRE-TREATMENT/SILT POND OR SILT TRAP, ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO 5. THE TESCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDDOW-LADEN WATER ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESCP INTO THE DOWNSTREAM SYSTEM. FACILITIES SHALL BE UPGRADED AND ADDED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS AND 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE TO REFLECT CHANGED CONDITIONS AS THE CITY REQUIRES. INSTALLED PER CITY STANDARDS AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED BY THE CITY TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 0 Z RE TA 24' EX EASEMENT FOR SEPTIC TO BE RELINQUISHED UPON RECORDING THIS SHORT PLAT REC'D # 3302170313 T P. NO. 102305-9366 SEAN & NICOLE ATCHISON DNB REED SHORT PLAT T.E.S.C.P. NE 114 OF THE NE 114 OF SEC. 10, TWP. 23N., RGE. SE., W.M. CITY OF RENTON, KING COUNTY, WA. �o S88'1 E 39.0' ------2 4' 14" TR 1 3' o IZ RETAINII 472WALLS T.P. NO. 102305-9154 1 T.P. NO. 102305-9156 ROBERT & KAREN HERR DONA & SAM STATLER N88'16'10"W 135 06' GRAPHIC SCALE 1 "=20' 0 20 40 0 ° ° ° CO N88'16'10"W 2" ° »-7`_ ° ? ° CONTRACTOR TO INSTALL SILT FENCE m= N '16 10 ti 84. t yr 12'R D °' 51.02' ALONG THE EASTERLY PROPERTY LINE, TR o J 0t8" 30 TR Q ATTACH ON EX, FENCE PER DETAIL THIS 10'R DL Q SHEET. Z 5'R DL 10'" TR ��0 = Z 45 LOT B °� ��2 POST SIGN AT DRIP LINE cl� z c > 'N❑ TRESSPASSING ~ 0 9 7 Q. F T. z PROTECTED TREES 470 Ld O r I N o Q a� I r o FUTURE HOUSE �11 _ O z 14"1R / W o ❑UTLINE FF ELEU I = y7 11 !,j dN -.S I I I N rn 14" TR N LOT A 11►0 0 o Z �o 12, 424 SQ. F-T. o v, ,, (� III „E \ -SAWCUT EX CONC, D/W & I I I o GARAGE TO MATCH EX GRADE REMAIN ' ( FOUND 4" CONC MONUMENT o WITH 112" COPPER PIN, o I DOWN 1.5' IN CASE CITY OF RENTON CONTROL z I POINT NO. 1845 III N. E. SEC. CORNER OF w 6' III SEC. 10-23-5 LO n HOUSE TO REMAIN N 2 �/ Z IIIM W F.F. ELEV. F.F. ELEV. 3 d� 7 STEEL SHED - STAIRS 468.1' 475.4' e �� a EXTENDED CURB �- TBR HOUSE NO. 5604 z 472 �-- l�(11 BUILDING ENVELOPE v 473 — -' — - — — — — — F. F�EL�Eal� T 6 oJ-11NTALL STRE T TREES �� DL 24" 7R AREA 1,102 SQ. FT. CL 472 o A4�, ss5-� 2 T REMOVED _ Q 471 _ i��b. FT. f �_ 3 2 T, NORTH LINE —�- N88'16'1 " l 32 1R 1 e 89.04' SEC. 10-23-05 Q 1 1 -. N88'16'10 'W C° 0 REMOVED � R-o-w ' 8 4 .. I¢il ... pj --- ..... : ...`4! g L�. 47... ... .. .... a. ....... ............... .....................:o.o.. . © I^ 6 . ...20... D./W...................... :c;... . 16 F69 g69 EP cD D/W s ' o W 11+00 56' 180.99' CALC'D N C S88'1610"E 355 07' - -- o -- - -- -- - -- NE 10 TH S TREE T"PUBLIC J Q -- --- -- -- - -- ROADWAY"10+00 D.W. APRON - --- - -- --- -- -- - EDGE W v � a Of ASPHALT TJAL QTh A N ` R N 00 I \ MANH L� - — CATCH BASIN j FROM H- - cV (O N d R-O-W - a RIM ELEV =4F9. = " 1 TCH Q ° R-O-w ELEV.=- w z c0 % EX a ° e -cONC °°° �a a CITY OF RENTON DR VEWA°rBENCH MARK NO. REN T-2101 `D a 4 0512412006 EX. BUILDING FOUND 2" DIA. CONC I ° a < °Qa COPPER PIN C DOWNMONUMI.6T INTH CASE 1 ELEVV, ON TACK = 512.02' 4.- E. 114 CORNER OF SEC. 10-23-5 12. BETWEEN NOVEMBER 1 AND MARCH 31, DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWO DAYS SHALL BE COVERED BY MULCH, SOD OR PLASTIC COVERING. 13. 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 AND SHALL BE CLEANED OUT ENTIRELY WITH PROPER DISCHARGE OF WASTEWATER (I.E. SANITARY DISCHARGE). IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE FACILITY SHALL NOT BY USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMENATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES, OR 3,000 POUNDS PER ACRE. 16. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, AND AS THE CITY REQUIRES, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE TESCP MEASURES WILL BE NECESSARY TO PROTECT ADJACENT PROPERTIES AND ENSURE MINDAUM WATER QUALITY FOR SITE RUNOFF. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS DEFICIENT TESCP CONDITIONS AND PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS. CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER N0, REVISION BY APPR. DATE K"N1417 o z .�� •fiJe! 1 !11 w- - R ENGINEER: HANKINS ENGINEERING PO BOX 1374 Kent, WA. 98035 Phone No. (253) 882 6843 E—MAIL: honkins.engineering©gmail.com RECOMMENDED FOR APPROVAL: BY /C.r,�L DATE' ' / BY- DATE.• BY: DATE.- BY' DATE.- C1C`-r-y- ®� 7Ez1E1NT®N DEPARTMENT OF PUBLIC WORKS T. E. S. C. P. DNB REED SHORT PLAT DESIGNED: REH DATE: 7/6/08 FILE NAME: Reed site final DRAWN: JH CHECKED: SCALE: 1 " = 20' FIELD BOOK: PAGE: APPROVED: SHEET: 2 OF: 3 DIRECTOR OF PUBLIC WORKS