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HomeMy WebLinkAboutWTR2700024.544@ 1'-0„ TYPICAL CURE RQINF DE-T. I SHT 2 !- COL. 1 ( i CONST JT i I WLINE - --ALL - sA ' ■ F[fi f1 _ 7—D • --+— i I" J4TH I FILLED MAS'T1G I S T E: E L Ft � 3= •3z"x �" DETA! L 19 STEEL HANGERS SaT Z it, a V-o" 3' -4" s _ -- � WALL LINE is -� ►.+ s-? TOP OF WALL PLAN EL. 437.70 zol---- p 2*4 CONT: EL..43G.?d_ " EL 4�l6.7 I `= (TYP WAIL RE INPF) -- ;,��- MASTIC�I" 3 *4 HOR2. �.�-�. 2 04 a 11-0.1 I° I ( V. • + _ N l I C'FLOW LI NC t I4I 4 6I-Cr- • • 3 51 DES. • - - INV EL.433.97 COAT rTH -- - - -- - -- _ 'TAR —.- -- — - - - . • . INV. EL. 433-87 row I t` ,4 •4 S 1'-2" lop V- oil S rcCT 10N E- E SECTION D-D' . D E TA i L 5 OVERFLOW zpsllt it -Oil SHT. I � 2 STANDARD MANHOLe RING ANP COVER '' J`GRADE EL. 423.5 ± 111�.I11! 1147"+t;" IIII ', 11II kltt"'� m BRICK LEVELING COURSIL5 1 � I° ! RJNSS — --, ---- ii x d2 ." i 6" SUBDRA!N 1101- LE 415.50 _ 6" CONCRETE BLOCK ORej 4" PRECAST CONC RETtti TVP OF CONIC. tot _ 'BASE 10" COW_ DRAIN FROM I.E. 415.7 -' 10" CONIC DRAIN FROM NEW REsizavolROD NOTE. PROJECT 6" SUBC*�AIN CONC PIPE OD 2" INSIDE THE MANHOLE.- DIETAI L 10 MANHOLE NQ I i_• SHT. CUT 4 SEALEC WITH CHEM, SEAL C-E, 2400 BY C-HARLE*5 k, WATTS O0, I/4t/4 1/4` 6" WATERSTOP-- r� K4 4 x�4 MESH ZI-O" - STANDARD MANHOLE GUTTER (••� ---- RrM6 AND COVER E L. 47-1.40 ---� -C,i. ORA,,N ORATE ' 6' WATPER 510P GRACE EL. 431.0 ± ' coNsT. JT ,Afl if i RESTEEL BENDING SCHEDULE MARK Loc.ATION - SIZE DIAGRAMS (D Qt GIRDER SUPPORT AT BERMS DO. *' ro All 6 'J a O o2'-O" 5" s 03 DO. '` .5 m m ® S DO• COLUMN FOOTING CURB WALLS 45 " 6 '` 4 o Lr: tn - .� nEND ® ® WALLS DO. END WADS- DOOR +4 04, ` 4 o 13 ® DO. D0. END WALLS �4 ' 4 44 i'-9" 2'-l" N I'- 9` ' - 6 b, `-' ' -7 Is o Is BOTTOM GUTTER CONC. STEPS " N` Ia - 3 7- (�7 del J OVERFLOW DO. 04 *410 s` + `r ® CONC. STEPS "3 •n O © P.S.aI GIRDER STIRRUPS DO. •4 • 3 -W MIAKE IN PAIRS ONE OppoSITF H^CIO O ZI © za DO. HOOPS 45 a ■z DO. TIES "E CJ DO. TIES w4 i'.- J m ® T za ' TI E OR WeLD " NOTE: ALL DIMENSIONS ARE OUT TO OUT N 0- T E S i - FOR GffNIrrRAk NOTES SEE SHT 2 `,{ _ — ��,�„-K-•-• a-01 BRICK LEVELING COUITSES COVER WITH BLDGr. 422.07 ; / P�iP�R PtEFOR� 10' C !. P RESERY. x = L �L-�r,�,» _ _ PLAC,IN6 CcNC-RT- "E F►LL WITH " DR,•,Iry LrNE - DETAIL 8 TYP SLAB JO(N� _ �_o / 3�8 �I�I+Js -ST D. B S 10" 90' BENS T I " ■ PEA GrCAYE1.. I SHT. L IZ = I -o —�_'_ 6■ CONCRETE BLOCK Oft _ 1N J � II - --- 4" PRECAST CONCRET115 410 V I F � ,�� = T. REFERENCES -- --- SHT I SITE PLAN - D E T' A i L. 6 D FAA I N_ ��-o" 21 _may' l SHT. t PLAN 4 SEC�'IONS SHT 1 Z j ,,_ ('-G1" SHT.3 STRUCTURAL DETAILS I ; FRA ME i N I ,•-i Z x Z% L I !a; --t _. \ i1------- __-- ----►- ! o o, D 4 ©©� N �ECTiON r 6ALVANI>�ED � i �TA�L FRENCH U�A� j _ _ ► I TOP OF C4NC. �. HARDWARE MESH , — -- `1 i I BAST. SLIT- i TYPICAL I XISTING 16" C. I. R a Id% CONC,, DRAIN RESERVOIR INLET- OUTLET _� f I SECURE TO CONC W/ -i" cll ANCHOR I ■ , i.70 I IILT I :-� 3' _ »-.♦ A"5 ~ i 10" ' z INV. ELEV. 47:7` - jr 1 fir; f � ♦ "�."' ` �,J' � / DETi I MANHOLE Ns 2 s 21_OI, 4' 24 CITY OF RENTON _ _ 6 -8" ' 1'` ` • DETAIL 16 CONC. COLLAR N.T. S. UTILITIES DEPARTMENT Q _ SHT- 1 PROJECT W-24 E Lg VA"j"t 4N REv.;QOV.I`i At �ONsTRucTE� J-p 2 M.G. COVERED RESERVOIR SECTION F F APPURTENANCE DETAILS CONSULTING ENGINEERDATE - - -- --"-_ DETAIL 7 INLET -OUTLET Z" - I'- Q" RICHARD E. WOLFF APPROVED: AA-APPROVED:sGAI.E� As SHOWN O ED , SHT. 2 . M. 1506 SMITH TOWER SEATTLE / 2 1 f ' I 1. MAIN 2- 0944 - . • -' _� _ - -�-- �p-r3 i..�..�.� � �. _ � _ ► _ -` — '.. -�: — f JUPT OF UTILITIES CITY ENGINEER MAYOR OF RENTQN--] ' t L. Ld r i s NIA'yl * 1 IJ G► G 5312 - C SHT., 3 4 OF