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HomeMy WebLinkAboutTED4002165.7SECTION 1R TWP 7:A N R[..R F W IUI {:. EX.TOP=27.5 t. EAST W� cWTr EX. SD MH IE 1EX.36x60=12 7 T �� - �-- RIM=22.24 ' v z IE .:EX.24" ( =1`' ,,..._. ` r` IE=16.04 (24" OUT) ff - 31 5 Oo IE=16.14 (18"fiN) Q o - IE 8 IN=20.60 ( o �p IE=16.84 (12" Ill) ADJUST TOP TO 6" rn WEST a ABOVE FINISH GRADE ' 4 11 0 EX SDMH 24 140> LF 8 S-0.01 0 "M o ff ' CB8 'o 133 LF 12 (,P 12., SD CCFR) o CB11 -P 1 S=0. 0 6 14"W POST 126 5 LF 12' 6, s w/SPIGOT p CB10 ® -0'01 ° ABANDON ' 9 W S CA 01 r m . $ 7_4� EXIS ea -D -T► s,. „ � " WAT6 MH y t' r _. Y F .� _; _ -t y i , . r ... .. G - �f �4 Q ; 4157.20 O f, _ C1 s E 395539.151 $ S-�' C7 150 LF FOOTIND 3P 4 N _- 01 AIN N S-0 N DR CTION FF - 25 . $ ` _ 17 cA ' N CONNE o _ .0 00 117 T u, o L� N / E ' j '� � � �.�� - -_ � _ � 11 �' ABANDON/REMOVE XIS . � 1, o a a N �_ STORM STRUCTURES AND E 395652. -Z f % O SD $„ V ON 95652.5 O \.._o FOOjIN �---- � PIPES UPON CONSTRUCTI ,.lIni FOOIIND �'' to DRp,IN iION U' �� ° .I ��� OF TENANT C BUILDING "" 26' pR AIN CT ON N J CONNEC SDUFkL- 4 w NE= \ t0`. N 54147 398 = CON 1 O •�' 1 1 E 39551�.244' \ IN01 C� I 1 „• 1 \ O EX SD MH EXISTING STORM DRAIN 0 O 25 • \ o' sd _ 2� 0u�) STRUCTURES LOCATED SDMH4 Sp �; FF ® 1 Go U s ` 1 r.3 O �E _15 3g (18' 1`N) WITHIN NEW BUILDING N 53943.951 `� do 41 _ U 1 12' t 00 I 4 -FOOTPRINT ARE TO BE REMOVED 5, 1 3 5590,n93 U 26.743 LM 0"DIP S_O,pOl:9 ' LLJ M a 5 �TOP $ 6.978 �, @ .. .� \ 1 o C� _ ,f 0 "Z EX. S MH 2+7\3, 4 11A Y m cn ,, J N 53930 " 4 I E 24 -1 4. 37 N 39567 00 \ RIM=2 ,82 94 �� E 5 .107 IE 18" - 4.348 o U N 54132.9 � ° � � (36"x6 U j ° N 53922.155 I tr I E-13.1 4a L 5 E 395494. 13 \IE=13.0 (36 x6 ) 00 �7L�qf © EX. SDM E 39557y,087O' IE=14.1 12" SE 0 I I goo' IE19.17 (6�„ N) p C�� C 25.Q �,�_`' a?• TEMP. CONNECTION FOR !, IE 12 tl1 IE=19.22 6 SE) \ ° E- FF _ o EX. SD TENANT C AREA CAP EN _ v7 11 1© �0 LF 18 S`=0.005 ,m 'N LUG 24 PIPE OUT OF Cgs \.7 ,latl , Z �. 8� •o EXIST. SDMH YPE I 11 O ' rt EX 11 o . �, AC W N w v= v7 O Z J ,. \ WATER t 10 ' WATER MH S / 1 2 ITI • (� N � :0 W '�.� Cu� (� g. � cn x f 0, �, O SiRV C uR ilo r-n s.o o - �O �. E m \ ' \ - (!) 20 TO N Q 6 \ \ -. TO RE' AIN 53 -Q p j N 53820.68 4 o 20 f - U m r. p _ co • CT 11 P _ D� 9 5.822 E Z _ - 395.581. CONNE 64 sp o C8 8 11 pTING cA 53s75 5 12 S 01 ro 1 S 568.756 O 4J �, 3 f 54 cA' �, FO p,IN �TYP) $f, '� 1.5' � 9 D H1 E 3955 1 Gip S o• H8 y S� EX. CONCR TE j DR 35�F �6 Z Z -,� 1110 QQ R AIL m . RE TAINING INING V� w _ J 6+ O s 0.0 Q• ` N 53906.568 SD f, z i6 `,. ' S44Ooagg33 '�.: ABANDON `' E 395528.319 sD 'Q 395479• N �`� f P7 N 538 - 4.63 LM 15TVC S_0.0277 DELETED m z � C' P w o p/1 Z U CL Z \ 9 ll `,: 3� L _ N 5 5166�46 CB 1 p ,f N w _-� -.:.1 L= 275.1� s _ f-- LLr > ��� o r _ p1 - -- - 15 �L S =o D =m u 1 y ;o-n _.._- 2.•�os _ �.R_ 1479-.0�° - EX SD MH p� CBfl� � E gg5 $ 1 2„ D �j3 4 a _ - _ -- - HARDIE STA 14+04.5 33 o SD/u \ g $c0.0100 )� SDMH CMP ova - -- g 54 3 E IE EX.=12.7f (36x60) cis, s M 12'Ap B 2 C 581 C • N 53989, W \ _ FOR E 39548 6 g01 S 2 a E 39Qve'9ae SEE SHEETS C-3,3 TO C-3:- OF 36 EX „ 12 0) IE 1t 3 IL m •; t,as 0000 7- o o � ; , �. .< 395 - x w `-_ - (f� HARDIE AVENUE IMPROVEMENTS.4490 _ --S Uj } ,. o SD W 12" DI --F--- - _ 'Z7 ' HARDIE AVENUE E 39556443 z > ��'.r`` - ~'� _ _ 22" t - �- r` STA. 11+97 16 66 LT. 1_ W 12 DI 29 Gi o a `��tFf,,"WA ��2, CB39 R lE A VE. aS 10 REMOVE EXISTING STRUCTURES AND PLUG LINES a W z iz n -q� f IE EX.=12.7f (36x60) to J j lei_ rn mN a SDMH2 CL w WATER sPlcoT INSTALL 72" OIL/WATER SEPARATOR PER DETAIL Q ° THE EXISTING SITE CONDITIONS SHOWN ON THIS MAP 0 0 Z ' ��` SDMH8 * WERE OBTAINED FROM DOCUMENTS PREPARED BY OTHERS. Z Z INSTALL 12" FROP-T STRUCTURE PER CITY DETAIL THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 3 SDMH10 * THE ACTUAL SITE CONDITIONS PRIOR TO BIDDING OR XUX 9 INSTALL 12" FROP-T STRUCTURE PER CITY DETAIL CONSTRUCTION OF ANY SITE FACILITIES. STORM DRAIN SYSTEM SCHEDULE OF STRUCTURES ITEM STRUCTURE TYPE ELEVATIONS TOP PIPES CB35 NOT USED N/A N/A C836 TYPE STD. I CATCH BASIN GRATE .� IE 8" OUT = 14-89 5.068 CB37 TYPE STD. I CATCH BASIN GRATE 6. 34 11 IE 8" OUT =�• 5.5791N 5.549 OUT TYPE I CATCH BASIN " DELETED CB39 TYPE STD. I CATCH BASIN GRATE 6 it IE 12 OUT = -1:�-8. 5.428 CB "A" TYPE 1 CATCH BASIN 7,416 IE 8" OUT = 6.096 ADDED STORM DRAIN SYSTEM SCHEDULE OF STRUCTURES STRUCTURE ELEVATIONS ITEM TYPE TOP PIPES SDMH1 TYPE 3- 96" CATCH BASIN EXIST EXIST IE 36��x60" = 12.4f (EXISTING OUT) SOLID, LOCKING TOP IE 30 IN - '�2- 6.G.7263.606 SDMH2 * TYPE II 72" CATCH BASIN z6-$� IE 30" IN & OUT = 19-96 : T 4.94� STD. GRATE LOCKING IE 8" N = �0 5.400 IE 8" S = 1 Cq 4Q SDMH3 TYPE II 60" CATCH BASIN �7� IE 30" IN & OUT =-19--99 4.176 OUT 4.178 SOLID LOCKING TOP IE 18" IN = 44- - 4.296 '3 SDMH4 TYPE II 60" CATCH BASIN IE 30 IN & OUT = } 4.3051N SOLID LOCKING TOP 4.229 OUT SDMH5 TYPE II 60" CATCH BASIN 2 IE 30" OUT = 1-4-fr8 IE 12" IN = -1-�1.6 5. SOLID LOCKING TOP .s IE 24" IN = 18" IN = 81 +6'8-4-4 SDMH6 TYPE II 60" CATCH BASIN rN -7/_ IE 24 OUT = IE 8" IN = q 8.3� 5.44 SOLID LOCKING TOP IE .1$" IN =4 EX IE 12" IN = 4C-�44.9 la ` 7.52. STORM DRAIN SYSTEM SCHEDULE OF 'STRUCTURES STRUCTURE ELEVATIONS ITEM TYPE TOP IPES SDMH7 TYPE II 60" CATCH BASIN 22.4F5 IE 18" OUT = i5.i e IE 12" IN = 1-6.9fl SOLID LOCKING TOP 6.823 IE 12" IN = 16.9 5.033 NE SDMH8 * TYPE II 48" CATCH BASIN 00 IE " OUT - t57 4.549 SOLID LOCKING TOP IE 12" IN = It-55 4,949 SDMH9 TYPE II 48" CATCH BASIN IE 24" OUT = 12.;� EX 4.111 4.955 SOLID LOCKING TOP IE 12" IN= t._ N IE 12" IN= 1-6-. SE SDMH10 * TYPE II 48" CATCH BASIN 4.520 5.2651N STD LOCKING GRATE IE 1 - - 5.227 OUT T F 9�f q�s+ CITY OF RENTON `. Leonard, Boudlnot & Skod a Inc I PROFESSIONAL ENGINEERS & LAND SURVEYORS DEPARTMENT OF PUBLIC WORKS 603 South First Street; P.O. Box 1 228 FRED MEYER Mount Vernon, WA 98273 RENTON CENTER �� � � � •••••••"- Tel: 206-336-5751 Fax' 206-336-398129 STORM DRAIN PLAN WEST 34 3 cp_vS[ON5 PE2 UT-�CDr mt_-' rS e'E3� } A}. q] 3o Jcl* DESIGNED: DEL DATE: 8/8/94 FILE NAME: 94058 2 2 REVISIONS PER CITY COMMENTS DEL HAF 8/12/94 DRAWN: DEL 70 .. SCALE: 1 ff_ 5 0 $ FIELD BOOK: PAGE: 1 REVISIONS PER CITY COMMENTS DEL HAF 7 14 94 CHECKED: HAF NO. REVISION BY I APPR. DATE APPROVED: SHEET.-10 OF: 36 >�ecTOR or rur3uc woffxs ■ A opt-9