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HomeMy WebLinkAboutR-408304N \--- TESC KEY NOTES �� ., O 10 SILT FENC ' 3 4 ` \� C8.0 C8.0 \ \\ O 22 CATCH BASIN FILTER O e8.o ,\ \ \ \lei '''` \ 30 PROVIDE\ TABILIZED CONSTRUCTION ENTRANCE \F\ R 2 --T- - - - OR USE ISTING ASPHALT PAVEMENT �-o \\ w----�- .— .:�:..':.'. a— - - \\ .................................. ................ ......... W W \ \ :.':.•:.•'..•:.•:.•:.•...................... . — . .;-` ....r%..�.•..•:.•..•..•..•..•..•......:.•::.... ,.. TTE i - W —� AIC ni�►T C►T CURB AND GU OPENING BARRIER PROTECTION -----=5----- ---- ----- --- IN rA -- ---- S- 2 r 2 `\��, - -- - SD -SD -�--�) _ _ RAVEL FILLED SANDBAG TYPICAL ALONG EACH OPENING _---s----- ( ) / G B 0 G \\ ^ BRASS PLUG W/P N - - - - s-___- __ -___S�- s_ s- IN CONC. IN AS s� I = _ - _ _ _ -� 0 \ SD --SO SD J ;'11,ISITED JUN '17N - - - - ; - - _ _ _ _� _ _ lC:) �'' S CONSTRUCTION LIMIT I \`1 ilir 19 �'- - �3`�, © BAKER TANK (VACUUM � FLUSH TRUCK) ; I 6' CHAINLINK FENCE/ `\ -G } O 1 :: FbUND 1/2" SUGGESTED TEMPORARY WASH OUT AREA , I REAR & CAP \ _ I I ► /�� I `+. :, :M : r ,.•a o t PLr4 No. 22338 cli z, TESC LEGEND I m 0 00 >K 1 , _ CONSTRUCTION LIMITS (ORANGE FENCE) PER RSWDM D.2.1.1.1 PERIMETERPROTECTION 1 \`\\ i —x x— SILT �,F�N E i1 3 CID i i 1 I ' °T i w / t; Lri I SECUR� Y FENCE �� C8.0 I W � I- L__ �� � i I 1 I 1 S f o TREE P,R I TECTION '� ;1 �s ' � / , 3 20 - 1 1�o M •°"'' I - - r, ' I �"'— INTERCEP OR SWALE WITI-% CHECK DAMS i I I LO 3 `\ I ' i i / N CATCH SIN PROTECTIONI l % / O ro I I GRAVEL �IILLED SANDBAG 1 C8.0 MATERIAL ST6RAGE AREA <\\ 00 I TYPICAL FOR EACH CURB INLET PENING �'co I----- I '� f STABILIZED CONSTRUCTION ENTRANCE 2/ i '?' li NOTE: ORANGE FENCE SF ALL BE <\\ i 3-FEET H H AND SHALL NOT BE 6 SEE NOTE # 8 L _ _ Z 0 SUPPORT D BY ANY T}[�,'EES. \�\ Ay ' V ! I I /All'\ I i %�� �, ; 2 7.9 I ,r- - -- 9 :. TESC NOTES �•. 116 \ / I I W , / / ( I U I l b p 1. EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE MINIMUM Ac 2 4' --�- -- Y.. REQUIREMENTS I �' '4 a : w \ 12 In — cv I I II I t\ \ I \\ j •, ® f •s 2. SEE CONSTRUCTION SWPPP FOR MORE INFORMATION. I In NOTE: THE CONTRACTOR IS REQUIRED TO SUB IT ITS OWN SW P�S-TO HE - \ - - - II d'• ' ' / O ss�0 �`� I 4 0 - .•.: EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO ITS 1\ o .+ :1• CD SEQUENCE - _ T INSTALLATION IN THE FIELD. THE ESC ND SW PS PLANS CALLED OUT i, I I I I -d•, ---- _j O HEREivllNl L PROT CTION MAY BE REQUIRED IN ORDER ' ` i 'I ® CSI o i d d a \ l O TO COMPLY WITH THE SWPPS CRITERIA. N s z . '. ' .". z 1. ,ARE -CONSTRUCTION MEETING. , 3 f,ti 2. %POST SIGN WITH NAME AND PHONE NUMBER OF\, ESC SUPERVISOR (AY \BE CONSOLIDATED T } a ' WITH THE R�Q' UIRED NOTICE OF CONSTRUCTION SIGN). 28' ..'';.; �d ." 3� FLAG OR FENCE -C� ING LIMITS. `► ; I / 2 ► IIc��r s , .d. 4. INSTALL CATCH BAST PROTECTION AS SHOWN. 31.62. `�1 I 5. GRADE AND INSTALL CONSTRUCTION ENTRANgE(S). ' , ► //'i I - - `' • d :- ` • d 4•d ' 6. INSTALL PERIMETER PROTECTION CONSTRUCTION ORANGE ,FENCE BRUSH BARRIER ETC. 01 I ► /� � :.d, ; , . ,; '.. d ; :::.� I I �_ 7_- GRADE AND STABILIZ CONSTRUCTION ROADS. \ PROPERTY 1' ' • ' •' d �N' ' ' ° 8. -CONSTRUCT SURFACEWATER CONTROLS (INTERCEPTOR DIKES PIPE SLOPE DRAINS ETC. 134245 SF .. r ..: •. '.•. ,_ .:::.�,• .. •` \... d ' • • �� - \ s •.:N:• ' : 10 SIMULTANEOUSLY WI CLEARING AND,GRADING FOR PROJECT DEVELOPMENT. ' I 3.08 ACRES _ ..' d• •' ;: •'•'' d' :•' ( 10. MAINTAIN EROSION C)NTROL MEASURE IN ACCORDANCE WITH THE4 CITY OF RENTON ` ,'.q d STANDARDS AND MANUF TURER S RECOMMENDATIONS. ` / / :fir 1 ,• . o . , .. � •,.: � : •�� <: 11. RELOCATE EROS16N ONTROL MEASURES OR INSTALL EW MEASURES SO THAT AS SITE CHURCH :.• �.. CONDITIONS CHANGE TIC EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH • HE CITY'S EROSION AN `\SEDIMENT CONTROL STANDARDS. \`\ BUILDING % % ' \ • d ! I . I - / ' i / /.• :•' .:..: ► d 6' WOOD FENCE ��\ � COVER ALL AREAS T A\T WILL BE UNWORKED FOR MORE THAN SEVEN DAB S DURING THE DRY i I J i i I i 21 SEA ON FROM MAY 1 SEPT 30 OR TWO DAYS DURING THE WET SEASON FROM OCT 1 TO I I , S88 19 18.90E PR 3�0) WITH STRAW, 00 FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. MULCH \`�'' ' % HALL 'BE INSTALLED PER TABLE` D.2.2.2.A OF RSDM. • . 0 j 9. CONTRAMTQ SHALL INSTALL A BAKER'TANK F R �SE6TERING f3. THE \�OW DAY REQU REMENT rCIR WET SEASON MAY BE\ APPLIED AT OTHER TIME'§ OF THE / / I \ \\ ' • ' `' ' TREATMENT PER�D.2,1.7 OE RS1N6M TO TRAP TH JEDIMENTS YEAR IF STORM EVENTS WARRANT MORE CONSERVATIVE MEA URES. 2 m THE BUILDI G d' z GENERATED FROM THE`EXCAVATION OF TRENCH MR EACH 14. STABILIZE ALL AREA THAT REACW FINAL GRADE WITHIN EVEN DAYS. CU I , / � / . :r:i' • m i Af�DITIONAL AREA , \ (SEE NOT I#17) DETENTION PIPE SYSTEM. A PUMP SHALL BE PROVIDE TO ROUTE 15.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FORM R�\THAN 30 DAYS. SEEDING\SHALL / o I ► _�:� t�'. THE STORMWATER FROM THE TRENCH TO THEE BAKER TANK BE IN COMPLIANCE WITH SECTION D.2.1.2.6 AND SOD SHALL BE IN ACCORDANCE WITH SECTION I 0 ---4 v M� DURING CONSTRUCTION. THE PH OF DISCHARGED`' WATER► FROM D.2.1.2.7. 2 THE TANK TO THE POINT OF DISCHARGE IN NE 21 ST SF ALL BE 16. UPON COMPLETION OF THE PROJECT ALL DISTURBED A ST BE STABILIZED AND BMPS U f REMOVED IF APPROPRIATE. I DETERMINED PRIOR TO ITS RELEASE AND CHECK D BY THE CITY J INSPECTOR TURBIDITY TEST SHALL BE JOINTLY CONDUCTED 17. THE SURFACE WATER FROM THE CONSTRUCTION SITE SHALL BE DIRECTED AWAY FROM THE Q \ - '� ` ' ' 'BY THE-CONT A�fOR AND THE CITY INSPECTOR. ROADWAY DURING CONSTRUCTION. '��, * 'w / ) 18. THE BUILDING APTION IS P POSED UNDER A SEPARATE PERMIT. `- — I R-408304 U —1 ` `36----- i I 1-------- `_� . d I CID to i W , IN COMPLIANCE WITH\SIT OF RENTON STANDARDS 06 �CD MCAL�E�:�l RARY EROSION CONTROL PLAN — z �� o `\ d' ' •• ` DEVELOPMENT ENGINEERING `\ LJ,J z `�� Z ALL 811 2 BUSINESS DA S Nathan Janders 03/19/2020 ' ` ` BEFORE YOU DIG POURAZARI #39659�" r7i / — \` Q (UNDERGROUND UTILITY — BASE MAP/TOPOGRAPHY PROVIDED BY LOCATIONS ARE APPROXIMATE)Z PQU OTHERS. ABOSSEIN ENGINEERING (AE) Q OF 1fdSgj gab `A CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SERVICE SCALE: AS INDICATED VERTICAL, NAVD 1988 HORIZONTAL- NAD 1983/1991 CITY OF FIRST UKRAINIAN PENTECOSTAL CHURCH DATE: 02-25-20 � VERIFY GRADES, UTILITIES AND ALL DESIGNED: SP ON DRAWING I VR N E 21 ST ST FIELDBOOK: •OTHER EX FEATURES &CONDITIONS. IF DRAWN: SP RENTON3811 PAGE. CONDITIONS ARE NOT AS SHOWN WOR ONE NSCALE CH RENTON, WA 98056 DRAWING No '0po .p�G STD ' PLANS CANNOT BE CONSTRUCTED AS CHECKED: SP I DATUM Planning/Building/Public Works Dept. EROSION CONTROL PLAN 2• C 0 � W AT FULL NOT ONE INCH s G1 `sI�NAL SHOWN, CONTACT AE PRIOR TO NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF. CONSTRUCTION. 5 65 U—