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HomeMy WebLinkAboutR-361326m 00 8 V }r VJ W) �!W3 �Oto Q U i5 U4 _j o O W Y :N •I1.1 \. N T n w s Op '0 ti• E—ii U r' z LF-I W 0. �� rn 9 C q c a ti 0 Y� X g LII d in a 0 048M (12'S 00160 0 25 50 100 1 x U g x U - U` < w = z U H Z OZZ W REPLAEEnSBBGA REPLACE 6 DAMAGED I ) REtCCA1E TREEr CONSTRUCTION ENTRANCE j h OF NEW om W/ CHECK DAMS F60 Ntl JON W CASE AT INTERSECTION AONALTEENp\�E, EO N V3]M PLACE AND 162ND EXISTING CONTOUR (MAJOR) / \ AVENUE S.Eti��4X'4" CONCRETE EXISTING CONTOUR (MINOR) N PIN. 0.'04 DOWN. CATCH BASIN PROTECTION \ \W1BRASS ❑ EXISTING CATCH BASIN, TYPE 2 \ \ ISAN T LINE CN2.) EXISTING STORM PIPE O I IX ]2" CtO Z §W I.E. Do - 46]J.��'E 0 TEMPORARY STORM PIPE MAINTAN AND �DURIN6 ACC659kE PIPE RACEACH OR ( w N Z a M N N U¢ MOVE 20' NORM. ANF SETBACK FRC1A EBE a I I E D NEW ROAD WDA _ ROAD N D AS PARCEL • —i _ _ _ — _ NF�'ESSIRY SIX- 2447/_96 a d TAPER ROADWAY PEI DETAIL ON �{{{{����jjjj C5 TBPORARY SILT FE W ; ___________ PEP DTA& Ck rl 3 Ln Rn 0 Z 0100 n Mr. 4' CHANYMK FENCE Z 0 .. a_ PAMCEL0 ------ sy i(N) 45&95 - ' 4 EX. GRAVEL ROAD TO B REMOVED AND REPLACED WITH NEW F_ �J IMPROVEMENTS ,PMPQgQ 162ND AVE. S.W= HKIl,= K DRIVEWAYS TO EXIS L MUST-9E- ACCESSABLE- AT ., ^,,' EMD KROCAL CVRR� �ECIN THICKENED STA 28404.94 PARCEL f 14750 --- - - -- 0097 .A r END 5' CONCRETE SDEWALX -" BEGIN 4' GRAVEL PAN STA 1614385 _______ -) PARCEL 4 14750 "1 _251 :z 7 ..W pF ASH, U101 m co cr E a Po A, 24661 p �� Q ell I m O x U x U x U x U < w = z U H Z OZZ W LIMITS OF CLEARING �.n.n.n...wi.. SILT FENCE CONSTRUCTION ENTRANCE j TEMPORARY V -DITCH W/ CHECK DAMS = AONALTEENp\�E, EO N r EXISTING CONTOUR (MAJOR) ,ZTO EXISTING CONTOUR (MINOR) X66 CATCH BASIN PROTECTION w a o EXISTING CATCH BASIN, TYPE 1 ❑ EXISTING CATCH BASIN, TYPE 2 EXISTING STORM PIPE EXISTING DITCH Z §W EXISTING TREE TO BE REMOVED 0 TEMPORARY STORM PIPE ( w N Z a M N N U¢ a O N 00 _ TEMPORARY SLT PARCEL • a d N PEI DETAIL ON �{{{{����jjjj C5 I m O x U x U x U x U m w = z U H Z OZZ W LIMITS OF CLEARING �.n.n.n...wi.. SILT FENCE CONSTRUCTION ENTRANCE j TEMPORARY V -DITCH W/ CHECK DAMS 7—u , PROPOSED CONTOUR EO N i6c'�- EXISTING CONTOUR (MAJOR) ,ZTO EXISTING CONTOUR (MINOR) X66 CATCH BASIN PROTECTION w a o EXISTING CATCH BASIN, TYPE 1 ❑ EXISTING CATCH BASIN, TYPE 2 EXISTING STORM PIPE EXISTING DITCH Z §W EXISTING TREE TO BE REMOVED 0 TEMPORARY STORM PIPE w N Z a M N N U¢ O N 00 M 00 m rl 91 PARCEL • N I I w 415750 a rl 3 Ln Rn 0 Z 0100 n Z 0 [1 N N w - L0 L0 a_ sy N Z N N UN vv ZO K START L WpFEK ` - 4.�N'• 23tt5.• PARCEL r -a a u75o ow a � � p o" �V °qm yv i COON$ EW tid 4306'' 0020 1 , i I EX .%W.MjtOF3 I I ;;w =dry PG' = = d931.s J iLE 593 (MiF ) 4C 70m, d ♦..r __ _ 7 EX _C8p011 TEMPORARY EROSION CONTROL PLAN %..#Zz A A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON II xiA- 47SJ3 1 V. = 41273,8NJ I EXIT )' BOO) FENCE II �� 12 10 \ L f �� PARCEL \4� P4308500100 APE \1 \ TExlsr. 6' 6DCD OFLNE. T(zto ♦,� -END N,,,F�4(0 ,AND GRAVEL PAD A. 19 +1i. VED xGrENEO KAKI. 1* W \ \ CULVE RT "l_7 I I I I I LIBERTY LANE VOL. 113, G. 21 -221 1 J 1 1 I PARCEL 4 14306500090 1 588',08.38 23.49' C 1 / ° \ ° PA ° \* ° � °° 4 IN ISTRUCTIION O O I \ CB PROTECTION LIMITS OF CLEARING �.n.n.n...wi.. SILT FENCE CONSTRUCTION ENTRANCE TEMPORARY V -DITCH W/ CHECK DAMS 7—u , PROPOSED CONTOUR i6c'�- EXISTING CONTOUR (MAJOR) ,ZTO EXISTING CONTOUR (MINOR) X66 CATCH BASIN PROTECTION O Y � —y I I I I I I I I 1 g I 1 I I I I PARCEL* I PARCEL f I 4306500080 I 43065000701 �" EBAARR,�ll(( Fat 4D 1/2" REBAR & �� K -R.1$1 CAR BRED 'R9A &Ern3�u i2 SWM 285. 0.62' Bourn OF LINE. O CAP. o 1 ED 7t ES RI& i of � I . 00 O/ O ° �\ gyp'p_ / a s p �p�' � - • - •1- � �«� rid v � 1 A � p 4 FA ii 1. <_ A O i I Ii c�j 1 R� \ I° h I I =434. \ C \ lip 2 I I\ e TEMPORARY SILT FENCE PER DETAIL ON SHT. C5 n ti 8' CNAIATw FEXLE 5' TEMPORARY NSTRUCTION EASEMENT I r- � t,4 I co O ci iN =co osm & W, )RS 31445•, M OF LINE ATE PORARY V–DnCH W/ ROCK CHECK DAMS PER DETAIL ON SHT. C5 EXIST. Y ENNNLM'K FENCE PARCEL i 7 LAim A'�, sE. / TEWORARY SLT FENCE /-PM DUAL ON SHT. C5 R- 361326 CONSTRUCTION OGV \IGIR�G• 1. ARRANGE AND ATTEND A PRECONSTRUCTION MEETING WITH CITY OF RENTON INSPECTIONS UNIT. 2. FLAG CLEARING LIMITS AND FLAG PROPERTY LINES. 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. GRADE AND INSTALL QUARRY SPALL CONSTRUCTION ENTRANCE. 5. INSTALL SILT FENCING AND NGPE FENCING AS SHOWN ON THE PLANS. 6. CONSTRUCT SEDIMENT POND. 7. GRADE AND STABILIZE CONSTRUCTION ACCESS ROADS. 8. CONSTRUCT TEMP. INTERCEPTOR DITCHES AND ROCK CHECK DAMS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. ADJUST AS REQUIRED DURING GRADING TO ALLOW FLOW TO POND. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 10. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 11• COVER ALL AREAS THAT WILL BE UNWORKEO FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST. PLASTIC SHEETING OR EQUIVALENT. 12. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS UPON APPROVAL OF THE INSPECTOR. NOTE ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. LEGEND: CB PROTECTION LIMITS OF CLEARING �.n.n.n...wi.. SILT FENCE CONSTRUCTION ENTRANCE TEMPORARY V -DITCH W/ CHECK DAMS PROPOSED CONTOUR i6c'�- EXISTING CONTOUR (MAJOR) EXISTING CONTOUR (MINOR) X66 CATCH BASIN PROTECTION O EXISTING CATCH BASIN, TYPE 1 ❑ EXISTING CATCH BASIN, TYPE 2 EXISTING STORM PIPE EXISTING DITCH EXISTING TREE TO BE REMOVED �J V� G TEMPORARY STORM PIPE v CITY OF RENTON Qo IE =429.0 s N!)B T" 37 \ \ DEPARTMENT OF PUBLIC WORKS —__ CHECKED FOR COMPLIANCE TO CITY STANDARDS r FIXED TYPE III �-Q \ I,. - - - - -- - - - -- SEEICENLRRITRC%> \\P 500,45\ / ,, SILT \ \ 'AP _5 • TEMPORARY EROSION CONTROL PLAN O ( T D 0RDENS \� K � W �/ ` \� DETAIL ON $H1. CS \ \ , I \VAPLEWOOD m c Y LUA PEI PETAL ON BFtT. CS \ \ DATE 8/18/11 r� No. L VA Ba- 7 � A A I ��I EIGHTS oc�ora® cP O MAWN AI aC<KM AS acALe FOLD 6000 PAGE_ LLI PER AS -BUILT REVISIONS 5 -3I -2013 U AP"°''® pPECTCR e< our .�S 9-m=7 C4 of 32 a6 O.f G 0_- 3;113