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Home My WebLink AboutR-389757SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECREST l/ SHORT PLAT II RIM \ II as LLJ < RIM361*759 �I-- Q IE=361.75 CTR CHANNEL 8" PVC (N,S), 6" PVC (E FENCE TO BE MOL TO NORTHERN OUT (N) PROPERTY LINE, CB TYPE -1 41' � EXISTING STREET LIGHT POLE DEI/ELOPER TO C ORDINATE FENCE J EXISTING TURN RIMCPP9(Ej II III pAND FOUNDA ON TO BE REMOVED RELOCATION WITH NEIGHBOR PRIOR SEDIMENT NT TRAP 1 90'x30' TO BE REM0 .3o 12" PP (N) II C ,�1 1$p �0 TO MOVING SEE CALCULATIONS, Cr �1 �' 15;\� �1 y�� '`ti THIS SHEET �, p ' , - k�' pch F,�' p �,� pFFcro ' /Ib TYPEIrENUE� 7 !, WI I I Incl I I/,' / I I' 69114 O �� O 0.1'0 I� I I ' " Hca? 1 / / ' \ I 1 2W) 2� 7t0 X00 UT S O : I I I KiI I 1 101 I r ' �/ / / / �R S �� _ / �• O II I III 1 / ,� 1 I r\ / I I I III , / / / ' 1 1 `1\ ^ 2 I S II� I \ �7r �/ 50 L( DINE / p— PUMP DISCHARG FRO RC PTO W l ,' o I 1 1 ' , / ,` � / � LLJJ SWALE TO SEDIMENT TRA PI 1 _ ' `O III 1 /r1v 12101kk Ld 362 11'111,11' IIIII1j1 I' I I I 1 �+� ' CONSTRUC77 / `1 v.. Ow :, _•__"', STAGING AREA: ALL _ CONSTRUC770N - .1I MATER/ALS AND �, \ �IRA6'-- I I I I I I I 1 1 1 1 1 I I I' _ i` IIIIII i��l I II I III 1 1 � / UQUIOSTOBE_ l _ _ W \� I I I I I it I I I" I I I I ' 1 /' / STORED HERE (lN '�- , �1 �_ - e• ,". ° I , A5.1 l ••-� !- 1 / ".� it it I I it I I I I : I %BAILERS) AND ONL }f l\ xr _ •� , \ \ II11'� ,11'1,111 , V IIIIII I AREA SHALL BE LINE b I', ` I I I I 11 I I I I' 11'1 1 6� (WITH PLASTIC AND R1#[,I1)% `� ? PUMP DISCHARGE FROM TRAP TO 1 1 ' lilt 3 I / / ; RAP PRIOR TO ANY "?MN \ ' \ %� WRA4 WRA3 wRA2 LJJ CB 22; PUMP SIZING TO BE DETER l� , I I _ AC77WTY. DURING CONS7RUC71ON BASED UPON�1 1 I I I , 1 I � I I I / � �<`,-\ ?`; `�RA8, I wRA1 77ME OF YEAR AND EXPECTED PUMP DISCHARGE LINE TO BE PROTECTED DURING CONS7R�l 47l0/W I ' ; i 1 ' ; i 1 I ' ; i i 1 ' 1 r ; ' "' 1 1 ' , I I 1 I I' I / ` I�n 1 1 l I 'COVERED I I I I I 1 1 1 1 1, 1 1 1 1 1 1 1 I I' 1 / 1 I^I 1l J[ :I STOCKPILE -,-!� ,'�. WRA9 I 1 1 1 1 1 1, 1 1 1 I' 1 i.,. , 1 1 11 '1 '1 1, I I I, 1 1 , I I I I 1 11 , `1 1 I,. I, 1 I it, 1 1' 1 1 1 1 1 1 , • I I 1 ■ ij'i ` \:.''\ A10\ I LJJ 1 11" 1 1 1 1 I , , I I I I I / Iililjl,lll, 11I,11111�11 II I I 1 �.. ',' t r '\ WRAI l 1 I i I , , , I , I 1 I Ii X66 I 1 ■ — — / _ / r-.� _'' \ \ \ \ WRA12 WR A13 I I (1 1 1 1 11 1 1 1 1 1 1 1I'I I ','1 \ 1 I \ I ■ I / ,y\�'\��\ `(� __, � ,IiII,,1111,;,� =375.15 O I 1 �_---- CB T-1 1 1 1' 1 it 1 1 1'�y \, \ �`, 1 1 N 1 N ' � RIM=238.86 , I ' ' 1, 11 1 I 1 ° 1 , IE=233.96 12" PVC (SE) I I I I I, I I I I I I I I 1 1 1 '' '__ S=2.81% IE=233.92 12" PVC (W) to I, 1, II 11`39 - - - - - 0 1 I , I I I, 1 I I I 1 I' CB T-1 (SOLID LID) , I 1 1 11 n ■ RIM=242.64 1 1 1 1 1 1 1, 1 , I I , I I I\\ I I I I I I I I I I 1 1 I I I II � IE=239.39 8" PVC (N) I , , I 1 ' ' I , I,L _ 1 1 II \ 1 , I I I _394 IE=239.21 12" PVC (SE) 1 I 1/ =,362. I t I I 1 I �• < '' ,� IE=238.69 12" PVC (W) i i ' ' i 1 r, `+ , I i FL=378.75 I , t' �c ` -- I I ' ' I / -I/ ' SDMH -!-'+-4 RIM=243.07 ur` I I 1 I I , I I I I I 4/ 1 , ------- -�- ---- -- -- - - - \ 1 / / ` _ ,1 ,♦ .� \ / IE=235.22 4" PVC ( I , I , , I 1• �L_r'-------- IE=234.91 12" PVC I' II11, I' II 11 rt F .I1+ ----- h E=--' -CONSTRUCT OUTFALL , I 1 I , 1 I , 1 1 I , 1 1 : +, , , I Q CONVEYANCE SYSTEM ' II I 1 1 1 I 1 ' I, II I' I, I I `Ivi ,\ I --------- SDm t-- 4F \ I �.'' ;y ; ; % ' -- � �� _ J,�n;� \ r ``\ ♦\ WITH TRASH RACK - ` -- ` N --�_ IF 1 /' WRA1 ♦ilMg2jt6L�41 I I I I � -- I -- ------ °------------- �-It---- - ' ' / '/ / / / y-\ `'�— 8--� \ \ \ \i = i '� / ,'/� �• .Cl. - •33_;,?-' ' i\WRQ A A l I V A A` V A R A V A A A V `V A A \�� _ A A V 1 :A �,� Al %` 1 1 1 1 1 1 1 11 1 1 \ \ \ \ 1 \\\\\\ \\\\\ \\\\ \\\`\ \ ° \� / �,•i�v '-'��r� 'r�. \\_� �\--�-E. pVj/g rel. W � 1 1111 \ \ \ \ \ \\\\ I I I 1 V A 1 I 1 1 1 1 1 , , 1 1 1 V A V 1 � v A A \ `` A `AA `A \ ` v` � I V A\ \� A A `� ` A\ \\ \� A A A\ \� A A V\� A A Av `� v v 50, �r �S \ \\ \` \ \\\\\\\`� \`\\;� JNRA'l6',^' \ \ � `y' i;.` / %c_\ \ ` I 1 1 I I 1 1 1 1 1_ 1 \0 \ �\ \ \ \ \ \ \ Ivo 4p .• - •-_', %�� \ ; \ .~� t �" ��'IRA36 i �'' WRA3 111 i SINALEI(T V `�\\\ \\ \\\\\ \\\\\\\\\;\\\\\-` \\ '7�+I `1 I 1 I I 1 1 1 1 \ \ \ \ ` \ \ \ \� \` \ \`�� I 1 .I ��.',` _ „^``';• --_ �� / /'� ° J� ,,Y' �i__r ✓✓_ 1%'''_/ 1 SQCoI' 1 1 1 1 \``\: `:\\?O\��I' m I ,\ / `I- \ , II II 1 , 6.1 RVC' 1 1 1 \ \ \ \ ` \ \ \ \ \ \ ♦\ \ \\\tel\\�\\\ \ �\ I, I II I', - +, _�1'-S'\ 0 sr , / W�' , ' / r 1 , `•� y,'380. �.,' '% ' _� / ' / '' r ��.. 1 I 1 1 \ \ \ \ ` \ \ ` \ \ \ \ \O \ \ \ \\ � � � .. / 1 I I 1 ' ,``/ _..__,- , , }.'.: ':� ,� y � \� \ s- _ _ . �j- "7 / •� v 1 �X ` _ \ ` �,nj _,` ri `✓�r�s �-�, / / ' TRASN RMe\ ` `��0 \\\\ . oo\- IIilEF1 dyG`',pS) NRA2 252. 2\6 y 1� 9 3g4 •'/ II 1 1 1 IEk J2.g2 12'( PVCo(N)\ \ \ ` I I ' ' / ' / / / ' 1 I 1' I I 1 t (/ , `?- f`_•' - - - -_ , _ I _ /I I1/,1111j 'IIAj I 1 al,`---'///' 1 �\�/ ,��•• / ' I I I ' I ' / / / I I I , / , I llI l' /', / I, I II II I.1`J II ,i; `'' t __ _____` wRi�zs- ___- / / , � / t-; / _� �,• \ � I W _ , '\ I /� //, 1 \ \ 1 \ \ \ I I ' I 1 1 / / / / ' \\/ ' / /'/'//' /It / II 1 Ca\1''�1\ \\ \\ I 1 /,'� j ///�/,'/'1�\i i�'i/'%jl/�,'% I%�'11,i1 ,`b r/ _- 370'_ '/ q __: \ II )2(R*_244?23 IE*�Pj.57`6" C / r r 1 / / i I 1 l I r j i90 I n 1 L 1,// / // I I I 1 I I I 1 1 1 I I I I 1 I I 1 1 / / , r ( I I 1 I I I I I 11 I I '1 '�/ `'--- •�>!:j%, -_ \ � �. �O-"--- I\1 ' d,ENC IOdR,NE1RIIS C- \ \-'%"t 1 ,� 1 \ \ ` ```�, �; i / 5J,� ° Q, \ I I ' I 1 I ' I I I I 1 , ' , I 1 181'1y ,C1F1 �011 IN�, I \ _ \\ •t_ ;` / ._,-'' ) ^�1I,111 ,,II 1,111 SII; 11,1 111,1'111 1111 1 11 10, I 1 . I I, 1 I I 1 1 \\ 1\ \l \ \1 J I I 1 1 I I I I 1 1 I \ \ \ \ \ \ \ \ \ \ \ \ FENbE CORNER 111 I I' 1 1' 1 1 \ \\ \\\\\ \\\ \\\, I 1 1 , , I , \ \ 1.7'N OF LOT LINE i 1 1 I ', ' I I I I, II 1 I\ \ \ \\ \ \; \ \\\ \ \ \1� \ \ `\ FENCE CORNER IS FENCE CORNER IS SDCB I I I I , I I I I I 1 I I 1 , i I I \\ \ \\ \ \ \ \ \ 0.6'S OF LOT LINE 1.2'S OF LOT LINE I\ \ \ \ 70 54" OUTSIDE DIAMETER SEDIMENT TRAP 2 (SEE CALCULATIONS, RIM=252.20 IE=251.20 6"CONC (E,W) 774IS SHEET �k0 r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT I/ CER77FY THAT 7HE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA7/ONS ELEVA RONS DEPTHS PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TEL Y REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 1/12/2018. " •I f D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 TESC LEGEND CONSTRUCTION LIMITS REINFORCED SILT FENCE STABILIZED CONSTRUCTION ENTRANCE DC DUST CONTROL MULCHING, MATTING, & COMPOST BLANKETS OINLET PROTECTION PS PERMANENT SEEDING AND PLANTING STREET SWEEPING & VACUUMING INTERCEPTOR SWALE WITH ROCK CHECK DAM ...�...� EVERY 50' 12" TEMPORARY CULVERT TREE PROTECTION FENCE O1 REMOVE EXISTING STRUCTURE OREMOVE EXISTING UTILITY ELEMENT OCONTRACTOR TO LIMIT FOOT TRAFFIC WITHIN WETLAND BOUNDARIES DURING CULVERT CONSTRUCTION TREE TO BE REMOVED TREE TO BE RETAINED SEDIMEN T TRAP 1 SIZING SUMMARY: 7HE SEDIMENT TRAP WAS SIZED USING 77 -IE REQUIREMENTS STATED /N APPENDIX D' OF 77 -IE 2009 KCSWDM SEC77ON D.3.5.1 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING KCRTS (15 MIN 77ME STEPS) TO ANALYZE THE DEVELOPED SI7E CONDITIONS. 77?AP (CATCHMENT AREA: 2.95 AC.) 2 -YEAR PEAK FLOW RATE...................1.07 CFS REQUIRED SURFACE AREA.....................2,225 S. F. PROVIDED SURFACE AREA.....................2,650 S.F. SEDIMENT TRAP 2 SIZING SUMMARY: THE SEDIMENT TRAP WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX 'D' OF THE 2009 KCSWDM SECTION D.3.5.1 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING KCRTS (15 MIN TIME STEPS) TO ANALYZE THE DEVELOPED SITE CONDITIONS. TRAP (CATCHMENT AREA: 2.17 AC.) 2 -YEAR PEAK FLOW RATE..................0.591 CFS REQUIRED SURFACE AREA ..................... 1, 230 S. F. PROVIDED SURFACE AREA.....................1,640 S.F. CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. CONSTRUCT OUTFALL CONVEYANCE SYSTEM FROM CB 22 TO EXISTING CB. 7 INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. CONSTRUCT SEDIMENT TRAPS. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDA TIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS AL WA YS IN ACCORDANCE WITH THE CI TY S EROSION AND SEDIMENT CONTROL STANDARDS. 13. COVER ALL AREAS THAT WILL BE UNWORKED 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 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DA YS. 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. NO TES: 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY COR INSPECTOR. 2. ALL ONSITE EXISTING IMPROVEMENTS TO BE REMOVED. J. BAKER TANKS (AS NECESSARY) WILL BE UTILIZED. 4. MEASURES WILL BE PROVIDED TO ENSURE THAT NO RUNOFF FROM THE SITE SHALL GO TO ADJACENT PROPERTIES EITHER DURING OR AFTER CONSTRUCTION. 5. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES. ARBORIST NOTE: ANY WORK DONE WITHIN A TREE DRIPLINE MUST BE DONE UNDER ARBORIST SUPERVISION. Jd W Q \ II f \ CJ I I Z � ' PP wi a o AV / tI_.I1W r CONCR �� • n CkXIS71NG POWER POLE AND PHONE PEQaTAL TO BE 1 '0 2.4'N �o�: 1�1 �0� i Q _CTED DURING CONSTRUCTION Q / rn G ILBOX BE REMOVED Av = I = \ \ _ —' �UILDINU EXIS77NG WATER E .oa (4909) SERVICE TO BE 1 IRE 0VED 9 �eWRrirwrr 1 1 w • • STOCKPILE I ' COVERED I ❑ ( ,o . / j I o 404 NORTH ' / 1 ` 1.3'N 1 / 6' WOOD\FENCE 1 408 410 HydrL GRAPHIC SCALE - 0 25 50 100 2.0'N EXIS77NG TELEPHONE 1 PEDESTAL TO BE RELOCATED II / 1 1 INCH - 50 FT. EXIS77NG POWER POLE TO BE PROTECTED DURING CONSTRUCTION � � `I ' I � I RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: 1 CITY COMMENTS, REVIEW 1 MAJ 03,22.16 h W SURVEYED: SCALE: `iS` VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 Mai DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CITY COMMENTS, REVIEW 3 MAJ 08,25.16 Mal MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10,21.16 MAJ DRAWN: YLP ONE INCH n �� 5 MYLARS MAl 12.06.16 Mal CHECKED: AT FULL SCALE w� 6 DRAFT AS-BUILTS MAJ 01,04,18 Mal MI�MJ IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION BY I DATE I APPR I MAJ C TY OF RENTON Planning/Building/Public Works Dept VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: CLEARING AND TESC PLAN PAGE: DRAWING NO: C7 U15007217 / U15007232 SHEET: 7 OF: 33 DRS PROJECT NO. 12102 R-389757