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HomeMy WebLinkAboutR-408308u 427.0 B " ''VC I I (N)2426.87 10" CONIC \ \ \ IN, \ Q p 8.77 42 .44 EX. SSMH E (S) 426.87 ,2" CPEP EX. SSMH CB EX CB TYPE 1 - # 1 \ \ \ \ \ \ C8. 1 co M ,E) 271 RIM 429.70 (� CB CB RIM 432.90 RIM 433.47 12" CPEP IE(MC) 415.887 RIM 429.34 RIM 32.60 IE(MC) O N-W-E IE (N) 426.84 12" CPEP IE(E,W) 428. 5 12" 424.35 STA 1 +82.12, 0.22 L \ \ IE (S) 426:53 12" CONIC RIM 429H IE(SW) 4 .8 6" RIM ELEV = - 3?�r�432.72 \ \\ O \ P LAN N ED QUANTITIES. REFER TO CABS DETAILS O p MATCH IE OF EX 12 PIPE \\ , ISLAND #1 304 LF OF CURB & GUTTER, 3' FLAT BOTTOM COMPOST W AS A CONDITION OF APPROVAL: :::: OP �, _ IE OUT (W) = -42•8.?S 428.00 \ \ \ W A MINIMUM 18-INCH VERTICAL IE IN (S) 4�2428 00 L1J - SEPARATION BETWEEN STORM W -OUT E = 428.00 • \ AMENDED BIOFILTRATION SWALE (CABS) 1' DEEP AT 1.5 TO 1 _SD - _ S- - - - - PIPE AND WATER PIPE SHALL BE LF SS ® 1. O o / i SIDESLOPES, 143 LF 6" DIA PVC PERFORATED PIPE AT IE = 428.99, U BRASS PLUG W/PRA�S - - PROVIDED. I - - - - _ S- - - �_ CB TYP1 W SOLID TOP - #1A '"' // I RIM ELEV = 431,88, TOP GRATE ELEV = 432.38, REFER TO DETAIL \ IN I #8/C8.1 FOR CALL OUTS FOR RIM AND TOP GRATE (TYP.) f'.•: �,: ;;';: n"f {. '. ..:IN ISIDTED JUN 17I �r 162.5\ _� SD - STA 2+20 07, 0 06 bsuo© �►� ��i - RIM ELEV = 4� 32.64 - CB s RIM 429.53 r _ p - - - - RIM 429.42 I IE (E) 427.45 12" IP }. F i� E 4 4 ^, CIE IN (S) = 42849-428.15 \\ O #2 POST fir- ISLAND 332 LF OF CURB & GUTTER, FLAT BOTTOM 0 s,w) 426.67 �--�.c�, IE (s) 426.45 18" coNc CB RIM 82 ;;.; ,.:,,; : s' CHAINLINK FENCE/ IN AMEND BIOFILTRATION SWALE (AB) 1 DEEP AT 1.5 TO 1 2" CPEP TOP GRATE-432.32 - - - I E = 9- 428.25 777 ::: IE 6"P1/C N S -429.0 - - - - }� : � UND 1/2" _ \ I SIDESLOPES 168 LF 6" DIA PVC PERFORATED PIPE AT IE = 429.58 \ (/) a � �.� ,: ` \ IE OUT (N)-42.8-39-428.15 ;;- RAR &CAP - - v N PL No.22338 \ RIM ELEV 432.23, TOP GRATE 432.83 �f 10 _ I co CB TYP1 W SOLID TOP - #2 4 x6 VAULT \ I , ��--r� VAULT DET PIPE #4 1�� STA 3+77.34, 31.68 L 6 ... - - CS DET PIPE #1 - #3 \\ 1 701SLAND #3 406 LF OF CURB &GUTTER, ,3 FLAT BOTTOM COMPOST I I r RIM ELEV = n 433.56 STA 1 +76.07, 0.00 \ 1 AMENDED BIOFILTRATION SWALE (CABS) 1 DEEP AT 1.5 TO 1 I STA 2+37.95, 0.27 L I ' --� RIM ELEV = ^�433.77 4� I SIDESLOPES 189 LF 6" DIA PVC PERFORATED PIPE AT IE = 429.35 I 22 I E I N (S) _ 428.75 V ,'I I RIM ELEV = •�• __ I _ ,� 2 2 IE IN (SE) = 28.8•i428.75 IE IN (E) = -4-2 9 429.00 �� I 4 RIM ELEV = 432.33, TOP GRATE = 432.83 IE IN (E) - 5-��428�75 IE OUT NW = n-� 429.00 I I IE IN (W)-�39428.7 �'' ,IE OUT (N) _-•428.8�428.65 4, ( I , - a 1 25 IE OUT (N� = 429.00 I Q ISLAND #4 303 LF OF CURB & GUTTER, 3 FLAT BOTTOM COMPOST I j 30.14' of 12" PVC @ 0.00% 3 I d �z of 12 PVC f© •0% I I OAMENDED BIOFILTRATION SWALE 1' DEEP AT 2.5 TO 1 SIDESLOPES I PER CITY STD DETAIL AS MODIFIED TO FIT THE FIELD CONDITION, 104 I 17.89' of 12" PVC fed 0.00% - $ � � I I - I CB RIM = 432.90 II I LF 6 DIA PVC PERFORATED PIPE AT IE = 428.39, RIM ELEV 431.89, TOP GRATE 433.90 CB RIM 433.10 II I TOP GRATE = 432.39 � AS A CONDITION OF / a11 IE 6-M(W/E)-429.9 TOP GRATE = 433.60 � \ I - APPROVAL: 1 �' IE 6"PVC(S)=429.1 IE 6"PVC(N/1N)=430.0 0 ' Lid I I IE 6"PVC(E)-429.3 9 50 LONG DISPERSION TRENCH WITH NOTCH BOARD FOR TWO N UNDERDRAIN PIPING SHALL BE "f ` 205.00' SEPARATE FOOTING AND ROOF DOWNSPOUT CONNECTIONS, ROOF p \ I I \ I I CONNECTED TO A STRUCTURE (/ r-- 1 _ I DRAINAGE AREA = 3188 SF, PER RSWDM, DETAILS C.2.4.4 AND FIG. O DOWNSTREAM OF FLOW :•. . J I t+ •.:: I - C.2.1.D AND DETAIL 1 C8.2, GRAVEL FILLED TRENCH DEPTH = 2.5', 00 CONTROL FACILITIES. :::: 6" DIA PERF PIPE, 6" BEDDING AND 18" OF CLEAN WASHED ROCK ' ' I AS BACKFILL. INSTALL A FD CLEAN OUT UPSTREAM OF DISPERSION r i CB RIM - 432.36 I /- -�� . M o / T- TOP GRATE - 431.86 / �; / „ O, ! / ` TRENCH AS SHOWN. IE 4"PNC(W) - 429.35 I I I r T / / J IE 6"PVC(N/S)-429.35 I I' -, , , I 1 •89' // / NOTE. CONSTRUCT THE FOLLOWING DRAINAGE RELATED ITEMS IE s"PVC(E) 4 .45 _ / 337 LF 12" DIA PVC W I • I 6 _ - 1 1 6' �� N 10 / z I C -- -- 10 604 LF OF 6" DIA PERFORATED PVC I U- (� \\ ' 2 - - -- �� 265 LF OF 6" DIA SOLID PVC ZY I 1 �+ - U U[}-• •- - Q \ 1 CONNECTION TO EX. CB \ \ 43 ; o' CB RIM = 433.11 2 Q I TOP GRATE - 433.61 \ 4 CB TYPE 1 & 2 (6") DIA CLEAN -OUT N " _ I434. IE s Pvc(s) 430.3 � 4 CBS TYPE 2 WITH 12 DIA RISER CB TYPE -1-•W SOLID TOP 3 I \ # I IE 6"PYC N 429.45 ss \ \- - �� � �I /� / 4,440 LF OF 35 X 24 CSP-ARCH PIPE STA 0+ 14.28, 10.49 L --' RIM ELEV =�5-434. 6 \ \ \ ; ® - b \ EXCAVATION CSP INSTALLATION = 2,268 C.Y. IE IN S4 GRAVEL BACKFILL = 14,210 TONS ( ) • _L ao _ 42944429. I � .��.""" � IE IN (E)-- 5 I I -- cc 22' 10 8 20"x24" CB INLET WITH BEEHIVE GRATE O I 17 I E 0 U T (N) _-'4z''�2�- ® � a'°� / Cfl 429. 5 - - _ I �&� of 12" PVC © .6% �' ' 1 10 20' L _ - O 29 I I -- - \ CB RIM = 2.38 11 REFER TO SHEET 65 OF 65 FOR p 3iR.Sq of 12 PVC © / I I J 4 4.98 . - UIi �- - 0 2 - - D ] TOP GRATE - 432.88 DETAILS OF EACH CONTROL O 4'x6' VAULT T*RE CS DET PIPE #3 31.s2' - IE sNPVC(W/N)-430.35 OUT ON I� .STRUCTURE (CS) CALLED 0 STA 0+27.87, 0.04 L / - --- - - \ ''"''`'�'• RIM ELEV = 493. "- 4 - --- ; THIS SHEET (TYP.) r IE IN (E) _ �9429.05 \ I I IE OUT (W) = n- ; 429.45 I I - - \ 10. \ NOTE: EXIT PIPE FROM CB INLET _*-- , 144' 3 ' \ TO DETENTION PIPE SHALL BE \ - I - - IE OUT N 429.05 I i r�-, -� 6" SOLID PIPE WITHOUT ANY / r-; �I : ,• s.5o' \\ PERFORATIONS \ \ \ 4'X6' VAULT - / / / / �►+v' \�; 1-a �� o \ GR 44RE CS DET PIPE #2 #4 / / CHURCH STA 0+45,15, 0.00 I / BujiojNc / / RIM ELEV = 3 ' "U''QFT. / / // / , IE IN (E) = 429. 5 e' WOuU FENCE \ \ IE OUT (N) = 429-- 429. 5I/ / / / / / CB RIM = 432.6o CB RIM = 432.71 \ \ \ \ T \ / - TOP GRATE 433. TOP GRATE - 433.21 \ o IE 6NPVC(W/E4=a3o16 IE 6*M(W/E)-430.7 \ IE 6"PVC(S) 29.8 IE - 9 9 \ m / I � ,J T i �� / \ / \ V36- RMia 1) -408308 v / { LU m ` �'�'' ' •� _ / \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS DRAINAGE CONTROL P N=; � DEVELOPMENT ENGI EERING SURFACE WA ER UTILI Y Lu z SCALE: 1 = 30 / / -- \ Nathan Janders 03/ 9/2020 Farad 03�� �202 � / \ CALL 811 (2) BUSINESS DAYS � Z BEFORE YOU DIG Q q (UNDERGROUND UTILITY Z J Sc" LOCATIONS ARE APPROXIMATE) - l��oF WAS 0� �� G PERMIT SUBMITTAL SURVEYED: DDDAM Ir I EIC SURVEYING SALE: VERTICAL N,w 19� FIRST UKRAINIAN PENTECOSTAL CHURCH 02-25-20 Y Terra Vista N IX/ �� A '� HORIZONTAL NAD 1983/1991 CITY OF ti DESIGNED: AS INDICATED SP ON DRAWING FlELDBOOK: Consulting Engineers DRAWN: SP R E N TO N 3811 NE 21 ST ST 3 Cv� A ONE INCH DATUM , WA 98056 DRAWING NO: 3204 SMOKEY POINTOR 207 � �sTER � R E N TO N � ARL/NME7,K 1I OR 1207 pNA� E��� CHECKED: SP AT FULL SCALE Planning/Building/Public Works Dept. C5.0 ,360-691-9272 SICALE ACCORDINGLY F NOT ONE INCH DRAINAGE CONTROL PLAN "W17ERR.4V/ST.4NWOOM 08/06/2024 N0. REVISION BY DATE PP APPROVED: SHEET: 10 oF. 65 LL