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HomeMy WebLinkAboutzW-0024SetL. y. WALL LINE V_0" 30'-0*. _3V-0­1 WALL -LINE io-iow CONZ EF I�A T b7 DET 10 SHT. 4 5UB0rwt,4 1r: 419%50' k L, 5 ;23 -FOR CO?12T1t,kJA1- 4 TiON SEE: I',',4SERT Lj I sewer h Ole 7�10 CONNECT IO'-CONC- C Ivr. PIPE DRAIN 70;' SEf EX15•. 10 STORM 5EWFP PLA io. 6ci4c. 45 ° BEND PZhA1 L NOTES P-,qfj Elevutiof?s ore Renton Dc?furn- 2.- Pipe j=i#ing5 where not dj,.rwue dlcsig iaCj are Mechonlcol :oint. 3- 5.M, -0yer0ow Weir of fxisiin _q flev. -4. -For OensrQi Alotcs - S— Sht. P. 0; 1 j V . 0 LL 0, W Hr r _j M, 5-Doop 46- 60i�,_. pipe _7 NEW RESERV IR Q. 4/6'70 &-bET: 11 SHT 4 /No-c, 0 0 0 ow V 4T4 txisetny BLwr, 4_ L jim , , DRAIN FR)01,% EMSANKMENT MUTTIM SEE FLAW�Sti. J LL S' 13"0• WALLTO WALL ' To Z3 Reiervbir LZI DQ4/.,V. rZ 4/Z?0 _4N 4S , \10� T7E. r </ __0 Exi,,jj�rg Re5ervolr 00',16 w 0+0 : Pump House IF: 419.02 _L_ NEW RFSERI�OlFt DET.r 544.4 I 4- 74" / ull I r j > Z V 4 -Tr -Z Exist. Imlet-Out _ N- OE 1k: 7j J 70' C Exist. 4" Hydrant vfei T 42 I-E. e. 42 C I P I.E. 420- t 0 v Ex i t. Concr p Aist. 8"C.l P X IN, > Cd� A lu 1 IT 12 51 00 fed 4ee i ;P�k it k 4' 1:5 73.00' PREFERENCES X , _�v A5_ C�IN ST 2 Shf. Plan '5ections 2E V. :T ED 01kJT-eAcTOk • G.2. Le;zchner Co. Structural Details 9001 121<h- Ave, AIW CITY OF RENTON 4 AppUrtertance Details 5dattle 7, Wa5h;l?ion UTILITIES DEPARTMENT Work Commenced Apl-11 M 19110 tt Work 4 rkl Colnple�cd Sept. .5ep t, /w' 1.9649 -RE V 0 — S6 2 M.G. C VERED `51ab Construction _IolnLs 5coled,_ BV: 9i *' 61L A 14 11 - 0 IA /- .4 .4 /�_ I CON LTING ENGINEER I 4,121-5iyM Ave. AI N. RICHARD E. WOLFF A 131� SCALE: I" � 9 L Ve 7, PVaibInge"p 1506TITH TOWER $EATTLE APPROVED: !APPROVEP: J APPROVED' MAIN 2 0944 iu FT.'OF Ufl�iTIIEi Cl or j N, F C SIT *Aj 4- 2. 3 4 r< ref w r 122' -0" orSirJ£S� r Y--- -- ---- "�. _WALL LINE _._ - DESt&4 ASBUMPTFOM±k ,f ay - - -30 p --- 4" D%ST1r!•R115RD SOIL BFARtNGr sow. c7 ,g, , '' .: {- '°' -- . ' - - -- - °� - -- MBANtCTFt1£N�' 8EA6ZIH('a 3000 } SNOk! RY 25 pSS ORDINARY- CbNtRE"S'E 28 AAY / CeMPRSSStVE. 5TR1eN6rTN ,cJOxcei.TE a I UN6�5�5 &E]S.. R%.stfEi.. A5�'Mv A905 1 1I�. i-Y.ESSNIiG - 'STEEL ASYM9 -A44(. :4:6.30 3 N �1(v GUTTER I.E. 436.30 �� /', ` EDGE O# &EY?M jTop oy GV'RB. WALL TOP of coLUMN 4 D WAT aR L.-L E�iz }inc3 STKUCT0%-hL STF- ASTW* A7 .,: L� EL.43i.70 ..., £L.44014-_ 7o rE�L..k36.20 I3!'O" Reservoir ' PRE 6'x4 wou OW - A -' . '- j-- I ' '� I \' \ �'✓' " `_.'o RESET' V .Tft 9.RAIN - __- ! conrsT• Ji ' e SEE 56tT t .: 1 1 �R; r 2'.D" :. C i ,�, C TY 7T j YP. 435.90' 'CON 5QOAP -Z- / °i -''1 - ":� "C.1?RECASY CONG CATtH \ r 2.4 %. BAStN W�'24= 9CitNaRH N - I I rtzATe R _ . cuT -OfF TRENCH To j J G7 _� - - =� 9" - - - z _ }}•�� r r3 \ nET .4 I • I . r - t(. f . 43590. '^ J P_�' - _ Stir •- L .v ter• ovERftOw �- i PaYx+',afiEA . , A Df T: 5. SNr4 Z ty "8_ CVRB A&LL TYP. \( �C!,. A' I / f� __.. Er R I psT. 1 i {Fj v I TYP. e' �' _ - - TYP. 4" V6Riic`tr l ' - -- - -- - - - -- - - j - - ---- - - -- PAV T 'A �A IIETwEeN .61 - - t°,�r„ - -• -- I 1 GUj'TE2 . I . :EXI.S w TESE2VUIF :� 0>�5.. ALl1M1Nl:M _ - 2 ° -0^ TYP , o I J CzQ JG, wAS L' y I.E. 422.5 ` i P 3'-C'" 6U f SL-fE TO ,G-uTTLIZ - 3+ DEEP -T- _N1 2 "ASPi+.GONc. , D - N Y16" I } . I �sI+T.3 I I i � .. PARTIAL R -j'1-i I..EVA7fotV 16 III T. = ec 1 1-1, _ r L. { jJ T,4 A L T I �, s� _couc. waLy % ;- ( JoINI(T'YINI-AL)) ' ! t;V TER. .DE -8 S4 T-+ DE 4 i -.I. 6'x4 "Ol --' _ -- -- � _ I T- T• 7 I T' � I I I I •�.re� r r r'. LDW ``I o MI &TAI. DOOR r t -_ _- _ - - -- -. _ PAVE. GV TER -: - --- F -r - -- ICI t -f -' I_ DR6tr.t- I FROM GOL.Q TO GOL.B AND ?t�A To.. t ! D ET 6 s IT. 4- �, I ,, p _ 3L7£VPrR WRU. .� I I I r_ S T F. L L V. A:T i&e N, t b = I'- C7" o .X.: OI ( I ,�il I I EW - 1 1 04a+: ALUMINUM. SHEE _ ,. I 1 .... gA5#tti'C.AMG. -- - -- - - -- - -- I„ _ -- - - -- --a j- __ 2M.r•. i- T £IE.J S,rIiL. T _ I _ _ _ -_- i GVjTEV I � I I .._... -_ _I RS SEii+.'V Y'2 . .. a 8, ,k �4> .4'kT " i- 1111 : I 11i .O• Wk -LL To WALL 1 3 Nt 2' "3 .024" PERFORATEL I ( -. a j - _ 3 =tl GVTr £TC. 0.024' PERPORATEO ALUMINUM SHEET �- _ t {aI i 31 t 1� tlt J ! - I !�- -PET. 15 0 4 -►r FROM EAST LINO WALL To, COL,. (i' 1 � �I r 2' AL., � PROM WEST END -f0 CO L,@ _ .. J' -`-. USE PLAIN R1DGE HEET 0 3^ - - „ II I- ROLL I W , Bia a�.ro %z- ° ,' I 7. RI'D �rE Vr N� 11 I I .... \r � � NOTE- ALL Fl ASH1NC, 4" � - -- _ U y TOP -0 trwiT'.M W- ! TYP. ROo p¢va M7 NG , it ` 4 .01 I I �\ .. M F�°�lof>.Ti ?hJ i1 , m Q; 4. U Y 1 tkA, }#'4NG AT EBVEM MIN ,51D& oY�RLAtP - f " a /a :POrat'{-s oF - �,- T---- s ---T�, 0 - I I W!LL�. Llrt= 61'• � � ; : >�� _� �'�� �. N c � � I SPAN(ryp j' I 14" OPEN wE8 TPISTJ I, I dl! 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W gILi4R BELOW.: x4 �I- "14.ME¢H - 6"w4 Eas o t> t - o' - -- -- - - -- -- SEC a ' I+r; �' - - - _ 3" r r >' Ni th; 8 -riINQ HA$TIC. ZmOVM '� .�iL,a8.X2,1N sip - ALL ARr VN ➢.. - .-_•_ 'F -•I xiP._ �. HIt4V5 bEA.GRAVEI ". it, _ r ID f /� I :L d b - .0-3- TILL IQ r °C•.,, pYP. CVRES_tVLI i� -q ;• �_ .�y i r < r ,;,j_ ,,:-.y -'f' J, E. 4•'x,0.10- _�,v I " ,.,,. o.,; DE T 12 Gl7TTER I.E. 436.30.14 _..! -.6 - •S`a"fi I �< -- -- --'- --- ---- - -- T -- -- ._�. I -� P_EV.movt4 A5� CoNST'R.0 Et_ �- < ` --I- ) I I {� ' ,. .\�� \`•• -_ � j ° I � �' -6 4m4t:oNT. � +r`'bn - I 19G.Q � GVTTER''4'E. 436.30 .: 3.a4 cO T. L. +4� i 6" I _ . ` \ '. It(Ijs 9" 9° I' 6" I'•6" coA71 I'-8" �au(.i6 {. ca �=0" II-8" CITY` OF RENTON !! i Fi f Tasz UTILITIES DEPARTMENT PROJECT W -24 ` ` � . I , 2 M O�EREID RE•SERVQIpR "Y WALI- LINE I 4' 9 5PACE.5 6 6-$z °..60'-4-" :' � 3 ,. m n CONSULTING ENGINEER PLAN & SECTIONS t _ ,I. _ OPEN WE$e 01573 PVRLI 4) I - n D 'TAIL 2 0 � >_.I o e D F (�i'� 4 -^� - DA Cali h14�Ii � IH6st11 SCALE AS Stip�tN � ., TY , CvLurtN RICH�RC E WOLFF M It ,a PL i r6A . I,- FSGV�T. "c UTT£ic SE74TTLE a_ t. 1506 SMITH TOWER 2-0944 R r .. t MAR aw$4. � ,. ���� Ell- u �. ,. ..�: ...... - . ' � . ..� ,• - .: .. _ _._ �..�"Ii �' ,r.. �. _.a.:,_.;'s'rS.- . :.aS K,.s,• .:.c-. .._.,,..�- ...,.�.>aaa...,;.xa. 1 5 1 1 1 III 111 11'_1 IzI 1 11111 131 �, 1I 11141 V I I I 1 5 I 1 11116 i ADD 4 -® -t ( �3 le Sl EEL EEARING PuRLtN— `! HOLLO W! MFTAL DOO 11' s5 3`O � — -_ - -_— L Y' APtC.libiZS___ Vi'L '§1:4 9111 1 i "J LINT FILLED - m i>:, 1 -� T' � �L I -i- 3, � ! a5 2+MI E MAS'('tt4 R+EQb FoR %A.... N, 1. -2 ". I I ' II f - ';A. StuE _ P L A N� - - -�.. -_. 4 i -'�-tI li • 1 I a 'I , f AcA s I�,c4E - AFTER C<tRDEiY ERRcTION - I so-u sIVES CONNECT GtRDER 4RB.STEEL �HOatz.c4�y1:o "E.fi, 1 I I I - �Y I I IRCL>`' T SL'-lE LEN bo.4 4 -- _ - - -_— _ _D6RoUT _ T N G£MENT 0 *4T1E5 HA . -FOR RPED - _ — - - --- - .� �'_-r? -.�_ - Si- 'RAKUS'ONE,'>3`SA:.HOD' =_ _ — —_ S,Bo `Y _- 1 M II -_ I I I ANCHORS i : j7rtc...c'X gLT ReUA:�- 3 -4z_ 7 7" Lea.___ 4 I }} Z"6 5TR. FULL LENGTH +}} _ -t- . I ±" gg�cg�5" 7" t`-- '� - -_' —I SPLICES 1 �. .: ! I Ti7. ENV i4G LL Tc'E.IN� 1' -2" 4 Et "_ 4' 2 _7 YP. ENE WA CL YPi r,�. 1. 1 f -�y+.. `�rr'. ---__- _ _ ._. -____ - .1 ►4, F. It +t4 2,b t2j a41 -+--- I AT OA&r= END-_ - __ B c.4 3 ,ZS 2 Tis ��� I I i 6NLY e E -q- }r �° :t 1!--;IK "" TYP FLASHING FOR END WALLS I �+_ 0.040 ALUMtNU 5t+EE OUTRIG'.E.R fl M T ToP'of col -. $" i # NwpvP t-mm ROWMIR r E1. 440.70 ky ALUrnenEUM RO JFIrIG - - - - -F Z "C OUTRIf GER t _ N 1 1 N1 _EARL Nea' PAST tTYt� (, teb W to uK. `.. �'_. . -.. EL.t37.7o p -_1- -- °. -- 2 r b sj' ` . ..- `i-- a5 SHOD; ra -� Y p 4easT�. \ .slaznosu.._ wry kNCr ! ' — 4 -3TIE5 &6" z7 °"-3 I I PI r - li t ` C+3.0 1S�5 P ( CL. .DOOR FRAME IS %KE -�'S7 G� EA.POSi 1N 8" N T- - \ COAT TAR I 'If� d - aEMS w� 1_ I L P 1 ,. I WEb JO)S I �I I f \�I a p ANG -TORS .,-.OV t DE SLOGKO.IT' nli - 8�''F�_ -_ \, `.0 S�C."`ION m -tus O 8 "t.nNh�Z' -O" ?t.�. POR STUC-TURAL � 8" WALL I. #3TtEslr - -_ �—_-- a 5TV-EL r- RE<.Tton: JYP COLUMt11 ,y B. G, .z L9•S'S7'�L_5 I +b Lcz)+R6 ' �L��r� -iT iC-'(ti }+ .. p %oT(t.. t' -e Eo' -<�' _ >� _f`8is rg 1;9'rm4 t >{�1Z £ �?� CON C-R F T F G T: E • �z (`� w' I z 5' O" H 1g: 1! -b 3 8"3 EA. STEP FL-43670 D i I JOINT FILIE u' �T•aF- I� w/ MAST s Nv r� � =COAT w / TAR _ t E tJaTEes7op _ --' i�� ALL AIR--ND_ r r-- ',0 k M EL.423.88 , 7. r 4 / 4" j4 "4 /s I - 3' 8` - f + fV1ESN 3'' 8,:.t ALT. W ;1.7�7 C9J or _ a f -0" -If. f C `2 8 • I'- 8" tN. STEP 6 r.sQ7 "t.W, ..z o 2• -U _ J Y'�'+ ^.�, L. q.�3rm5 .La ®a5 d( _FJ_.+F?.o.o. t -3 6,3 -� _ PE- I.I 1,. !' eN D VtiLalwt�'5 r . 3.5 5Ta.1 f� SHT. 2 _.. -DET�I I L 13 SA"i':2 4LUHINU:M L SUIT 1 ROO it G —� oL. '.c__�TEOP OF c T T °E TI7Z�T4 CJU �} iiL£�%� v {� �°v°c'c�"�n_rs- ooC�g __ _ •;gyp � r S�uT _ - - - - - - � � -- - � _.._ -'I FIND WALL }z'r- AT 8r�r -1 Y� "�1` c" QDET. 14_ Co L- 1 48 F7-,, - % " °I °" i 1 y-HUOPS gHT. z I 11 S- -CONST J7 bLUNINUM.' 11it �_8. �PURLIN HEADER 1' • Z" 1 - 2" I 51 D i rJ 5� _ Z -Z X.1 /4" L 1 V t'< LN r r V .. .. V a �. �� t� - - --- 3 �.. 6 TOP OF LL I - 3q: test cl&E'j E .CURB WA WALL - I _ _'_ CL- 437.70 NcDTE-�___ ' - FOR FaEN2RA.L NnTtaS , SEE SNT• 2 Q.S. GIR%E.Ls SEE D V) I TLE_hacEEs r Zi QLAN � SEA -TrUNS . 4 A PIJ-ZZTEhIlict. DETAILS 4; IZE-STLE4, yENPtN�. SGHE;,..LE I i I J­,C" - F— F9 F__ F - � SECTIow L-L L j Il ELEVaIIaN �} o LISNOM4 � 1 A / HOOPS Z7 r. - f _ �cT }. SEf- "Rr -YJG S?qN -' Y�.. t - s " _ �. 1 - } -� •° peg N _ _CE NTC:JiD yr - _ _ _ Il5 \^' -- - 0.04.0 AL. 5HEFT �- 1NT �- - � 14•� HaRpEa s7rzau�3 �, , qz-! FIASHtNCa FaiC CITY OF RENTON . sDtN� 7° a,o4o AL. SyEeT cu[avED WALLS UTILITIES DEPARTMENT - - ZY -�-t �•j-4z 3 }st :1 �, �.-- 1__Fy: 4g 3�z+ _ i '. 20- a sTr, sr-D -a uDS _ ~-- _ _.—_ I _ rrsEcrioN K °K PROJECT VV TYPICAL r7 'XZ - r. - - - --- �- — 'aT NaT2PiN � ro,.,r 5' v" m . 51 DI n � � � r WALL Cv W NI E f c� �a _ eE'V W&V,4 As COW uc, J.P 2 M.G. COVERED RESERV ®IR 7-A- /'/oD�L. A7"- w. rN '-- °�- -- -- .___ -- ' STRUCTURAL DETAILS.. = J�GT.. ? -;D �g.G` BLOC^ -; CJt PROS ESQ, STF'Z N.T.s. D£�2 i7 a va � I'-o" I CONSULTING ENGINEER DATE: 8, + °6o SCALE_AS SHOWN / $aL� Nrs s;a =,. a RICHARD E. WOLFF - — T, � - APPROVED APPROVED APPROVED FpE� i< s� 7' Cow R -E GI K D� 1< t'ti e ` 1506 SMITH TOWER SEATTLE MAIN 2 -0944 �� SUPT OF UTILITIES- I&tlry E EER MAVOR OF RE TON f. HES 1 2I ' 1 31 I 9I I 5I 4- ,.C,,Qau'_ ... R- t•/ItARTtN: -. ,Dwr. 5912-c : SHT.n I ,- 4 .1 WALL -- 6 b o 3 +" d D oo ATE t?U _T � � O ENi3 A09" . .. rE 'h ESFXVOIR RE SE2 VOl2 2' 3^ I -•-i - It -o �R SFK o1R '�W'�' I I _ _ —�I.--,- 8--"_�' 'x TYP. FoR INTERME- B° DIATE SUPPOR-f5 '� - -- It TYQ FC>t"{'END 6 SUPPORTS _ I r. Tap' OF WALL _ - TOP OF OPEN _ 2 0 WE-5 JiSSST I '- I i ADD 4 -® -t ( �3 le Sl EEL EEARING PuRLtN— `! HOLLO W! MFTAL DOO 11' s5 3`O � — -_ - -_— L Y' APtC.libiZS___ Vi'L '§1:4 9111 1 i "J LINT FILLED - m i>:, 1 -� T' � �L I -i- 3, � ! a5 2+MI E MAS'('tt4 R+EQb FoR %A.... N, 1. -2 ". I I ' II f - ';A. StuE _ P L A N� - - -�.. -_. 4 i -'�-tI li • 1 I a 'I , f AcA s I�,c4E - AFTER C<tRDEiY ERRcTION - I so-u sIVES CONNECT GtRDER 4RB.STEEL �HOatz.c4�y1:o "E.fi, 1 I I I - �Y I I IRCL>`' T SL'-lE LEN bo.4 4 -- _ - - -_— _ _D6RoUT _ T N G£MENT 0 *4T1E5 HA . -FOR RPED - _ — - - --- - .� �'_-r? -.�_ - Si- 'RAKUS'ONE,'>3`SA:.HOD' =_ _ — —_ S,Bo `Y _- 1 M II -_ I I I ANCHORS i : j7rtc...c'X gLT ReUA:�- 3 -4z_ 7 7" Lea.___ 4 I }} Z"6 5TR. FULL LENGTH +}} _ -t- . I ±" gg�cg�5" 7" t`-- '� - -_' —I SPLICES 1 �. .: ! I Ti7. ENV i4G LL Tc'E.IN� 1' -2" 4 Et "_ 4' 2 _7 YP. ENE WA CL YPi r,�. 1. 1 f -�y+.. `�rr'. ---__- _ _ ._. -____ - .1 ►4, F. It +t4 2,b t2j a41 -+--- I AT OA&r= END-_ - __ B c.4 3 ,ZS 2 Tis ��� I I i 6NLY e E -q- }r �° :t 1!--;IK "" TYP FLASHING FOR END WALLS I �+_ 0.040 ALUMtNU 5t+EE OUTRIG'.E.R fl M T ToP'of col -. $" i # NwpvP t-mm ROWMIR r E1. 440.70 ky ALUrnenEUM RO JFIrIG - - - - -F Z "C OUTRIf GER t _ N 1 1 N1 _EARL Nea' PAST tTYt� (, teb W to uK. `.. �'_. . -.. EL.t37.7o p -_1- -- °. -- 2 r b sj' ` . ..- `i-- a5 SHOD; ra -� Y p 4easT�. \ .slaznosu.._ wry kNCr ! ' — 4 -3TIE5 &6" z7 °"-3 I I PI r - li t ` C+3.0 1S�5 P ( CL. .DOOR FRAME IS %KE -�'S7 G� EA.POSi 1N 8" N T- - \ COAT TAR I 'If� d - aEMS w� 1_ I L P 1 ,. I WEb JO)S I �I I f \�I a p ANG -TORS .,-.OV t DE SLOGKO.IT' nli - 8�''F�_ -_ \, `.0 S�C."`ION m -tus O 8 "t.nNh�Z' -O" ?t.�. POR STUC-TURAL � 8" WALL I. #3TtEslr - -_ �—_-- a 5TV-EL r- RE<.Tton: JYP COLUMt11 ,y B. G, .z L9•S'S7'�L_5 I +b Lcz)+R6 ' �L��r� -iT iC-'(ti }+ .. p %oT(t.. t' -e Eo' -<�' _ >� _f`8is rg 1;9'rm4 t >{�1Z £ �?� CON C-R F T F G T: E • �z (`� w' I z 5' O" H 1g: 1! -b 3 8"3 EA. STEP FL-43670 D i I JOINT FILIE u' �T•aF- I� w/ MAST s Nv r� � =COAT w / TAR _ t E tJaTEes7op _ --' i�� ALL AIR--ND_ r r-- ',0 k M EL.423.88 , 7. r 4 / 4" j4 "4 /s I - 3' 8` - f + fV1ESN 3'' 8,:.t ALT. W ;1.7�7 C9J or _ a f -0" -If. f C `2 8 • I'- 8" tN. STEP 6 r.sQ7 "t.W, ..z o 2• -U _ J Y'�'+ ^.�, L. q.�3rm5 .La ®a5 d( _FJ_.+F?.o.o. t -3 6,3 -� _ PE- I.I 1,. !' eN D VtiLalwt�'5 r . 3.5 5Ta.1 f� SHT. 2 _.. -DET�I I L 13 SA"i':2 4LUHINU:M L SUIT 1 ROO it G —� oL. '.c__�TEOP OF c T T °E TI7Z�T4 CJU �} iiL£�%� v {� �°v°c'c�"�n_rs- ooC�g __ _ •;gyp � r S�uT _ - - - - - - � � -- - � _.._ -'I FIND WALL }z'r- AT 8r�r -1 Y� "�1` c" QDET. 14_ Co L- 1 48 F7-,, - % " °I °" i 1 y-HUOPS gHT. z I 11 S- -CONST J7 bLUNINUM.' 11it �_8. �PURLIN HEADER 1' • Z" 1 - 2" I 51 D i rJ 5� _ Z -Z X.1 /4" L 1 V t'< LN r r V .. .. V a �. �� t� - - --- 3 �.. 6 TOP OF LL I - 3q: test cl&E'j E .CURB WA WALL - I _ _'_ CL- 437.70 NcDTE-�___ ' - FOR FaEN2RA.L NnTtaS , SEE SNT• 2 Q.S. GIR%E.Ls SEE D V) I TLE_hacEEs r Zi QLAN � SEA -TrUNS . 4 A PIJ-ZZTEhIlict. DETAILS 4; IZE-STLE4, yENPtN�. SGHE;,..LE I i I J­,C" - F— F9 F__ F - � SECTIow L-L L j Il ELEVaIIaN �} o LISNOM4 � 1 A / HOOPS Z7 r. - f _ �cT }. SEf- "Rr -YJG S?qN -' Y�.. t - s " _ �. 1 - } -� •° peg N _ _CE NTC:JiD yr - _ _ _ Il5 \^' -- - 0.04.0 AL. 5HEFT �- 1NT �- - � 14•� HaRpEa s7rzau�3 �, , qz-! FIASHtNCa FaiC CITY OF RENTON . sDtN� 7° a,o4o AL. SyEeT cu[avED WALLS UTILITIES DEPARTMENT - - ZY -�-t �•j-4z 3 }st :1 �, �.-- 1__Fy: 4g 3�z+ _ i '. 20- a sTr, sr-D -a uDS _ ~-- _ _.—_ I _ rrsEcrioN K °K PROJECT VV TYPICAL r7 'XZ - r. - - - --- �- — 'aT NaT2PiN � ro,.,r 5' v" m . 51 DI n � � � r WALL Cv W NI E f c� �a _ eE'V W&V,4 As COW uc, J.P 2 M.G. COVERED RESERV ®IR 7-A- /'/oD�L. A7"- w. rN '-- °�- -- -- .___ -- ' STRUCTURAL DETAILS.. = J�GT.. ? -;D �g.G` BLOC^ -; CJt PROS ESQ, STF'Z N.T.s. D£�2 i7 a va � I'-o" I CONSULTING ENGINEER DATE: 8, + °6o SCALE_AS SHOWN / $aL� Nrs s;a =,. a RICHARD E. WOLFF - — T, � - APPROVED APPROVED APPROVED FpE� i< s� 7' Cow R -E GI K D� 1< t'ti e ` 1506 SMITH TOWER SEATTLE MAIN 2 -0944 �� SUPT OF UTILITIES- I&tlry E EER MAVOR OF RE TON f. HES 1 2I ' 1 31 I 9I I 5I 4- ,.C,,Qau'_ ... R- t•/ItARTtN: -. ,Dwr. 5912-c : SHT.n I ,- TYPICAL CURB WAL I.-S I.-,. RmkNF OCT. I SHT. 2 ri9 t COL. a) CO ST JT. I S-Tr=L-L It GUSSET w Ai J� STANDARD MANHOLE: l =17- L 4'4. I-- ze, 41� RING AND COVER J-GRADE ML. 423.5' - — ----- DETAIL 19' 157rEEL HANGERS 5RICK LEVELING COURSK5 SHT. r 1• O-RUNGS- --t- le - J-- _ E-r 1 BILLED 8.1 4 IlTH MASTIC 61 SUBDRAlq 10 4.4 I 1, -0" t 6- C--Nrc-_E;T2�. BLOCK L LEE :ii-s.io 4" bi 4' PRECAST CONCRETE- OF CONC. TOP Or- WA-1 L P LAN BASE 10"100*. DRAN FROM EL. 43&,.70­-1 LL.4f*' WALL 1 01 t i :.F to* cdolic. o"Am !�l PROM - tow R&ftQVOIR 3 '4 HORZ.. more; pRojr T CONC. pipe ID EA. SIDE. tom. MA+.IHO 1 *4 a P-Crt - DETAI L 10. MANHOLE No I e SIDES. SwT. I INV 10T INV. EL. 433.87 J= RESTEEL BENDING SCHEDULE MARK LocwmoN SIZE DIAGRAMS GIRDER SUPPORT 'AT BERW DO. DO. -6 DO. COLUMN FOOTING • 6 CURB WALLS DO. 4 .+ It 0 @ END WAL:.S DO. END WALLS-DOOR DO •4 .4 .., 4E > @ DO . •4 DO, END WALLS BOTTOM GUTTER CONC. STEPS •4 13 .3 q •o M I e OVERFLOW -4 rPJ UO. CONIC. STEPS -1 .3 6 P.S. GIRDER STIRRUPS DO. •4 a M�' '_ 0 P PAIRS 0el" DO HOOPS DO. T193 •sf- .2 0 DO. TIES *4 Tis �R Ilk, NOTE: ALL DIMENSIONS A 77! z;v� 4 *4 j�_ _ ­w 4 CLJT4 ;kZAIE0 WITH �to 1 6 "4 'CS Z400-::* I I CHEM 15EAL'� S. 11a, WA '/4' '/4* 14 ' 8`! CHAWLE TTS.�r_o, S c- C T1 c>tq- D-D SUM 11,00 E to N'C� _T E- S -froft GvmeFm:---j40Tw !- SOT Z DETAI L_ 5 -OVERFLOW SHT. I _j Z 4" t GUTTER 61 wArERsT0P 4/414- MESH 2-0. • STAtMA" 5L. 421 -40 .1. DRAIN ORAtF- 6' WATORS70P GlIlIklit. eL C- . -04;5T. JT- t: BROW LSVELP46 COURAINS 'T ! mfly"mm Ao CIOVER WITR bLDft I I I I I I 10° C.:.P RE_�Rv. P�_AC_INGt C-OtAc-'RVLTI� DRAIN LINE! /-FiLi_ WiT'14 '3/W_VklN0* W 9w Few DETAIL 8'� TYP '�JOJ NT I' s q, SHT. a 6" COWR9T? 15 vzo.m 0 REFERENCES DE A4 L �6 SHT I SITE PLAN SHT PLAN 4 SECTIONS in v7p SHT. a STRUCTURAL - DETAILS " bi 'KTAIL 18 FRENCH 'DRAIN 5ECTION 6"ALVATNIZ HARDW~ *sm OAS% -SHT. I Ex'S,rum* 36, TYPICAL RESERVOIR INL� -ZUT LElrW 191 4tA­25 +* C m IN'4 ELEN4 416.7' L SECURE FRAwr-- TO CONCRETE q, 0 =MS JL_ w/ -i" cmicm A • __­ TYR REINJI- ANCHORS ID&T. P. SHT, P DET li MANH01 E N2 2 --lo- C. I - P J) nt"i CITY OF RENTON DETAIL 16 CONC. COLLAR N.-r. s. UTILITIES DEPARTMENT SHT. I �7 PROJECT-W-24 ELZVATION REV Com5TRUCTED J.P. 2 M.G. COVERED R)' F R SE SECTION F APPURTENANCE DET CONSULTING ENGINEER TV. Ki� c DETAIL 7 INLET - OUTLET 1­ 0- SCALE.' AS SHOWN RICHARD E. WOLFF APP11MEW, APPROVED APPROVEDt,, "' 1506 SMITH TOWER SEATTLE MAIN 2-0944 SUPT OF UTILITIES CITY V, 6fNEER KkyOR VZ NV\r-T!, 1�3 DWG 5312 - c 99' 2-1 3 4 5 6 DET 10 SHT. 4 SUBDR. 4x94 gg, 5i23-FOR CONTINUA- I.F_. 4/'1. TION SEE INSERT BELOW - -- - -1 ,I h� r / WALL LINE • � O 1 10" 45" WYE /----, m PO I � � f I / /!-1 i SHT.2 149'- 4 :' WALL LINE 31' -O” 30' -O° . 30, O" bit 31'-0" _WALL LINE N I- E.4ZI.00 - - -��„ Exr tmG Force -� � `�i� -— -� —�f f h —�-* - -:Y �i - -- ¢f ff 10', NC. PWF_ � 5 � 1 NEW RESERV�IR I/ 61' -8° - 'y/ I.E. >4/F32� i S - a � — - -_. - -_.- DET.II SHT.4/ j / Q A�@ — \11� / � F INV. EL. 418.05\ OVE,Q FL W t ( ; � �A /� � %i OET. 5 .4 e / .1 SH _._. _ r 7 e , fXictiry i BHrn; <7r,✓ 43?. I IO' G.V. • I �" _ ®f \ i _4.._ a � tltl-��I � CoLUrv�N OO i.E. 421.60 e - / 1. E. 421.6C Ilk L I CONC. CGLIAR i N I DE-17.16 5HT4.� n1I M a w ( BER 10 "_" 8" FS� I ' J Wgl_L 8" 13'_O' (WALL TO WALL �� — - FQ I - f1 EXIST, r0" { 111111 L' SHHy'Z 9 E ist /?"q i.P 141/ i / Existin I.S MAC. Reservoir D' / "> LE418.7- -_ �( Re Re 5,r 'JO\ { ' � c � n4 ri � pu:n NoDst r Imo. -� - �- -- -- -r -- -- NEW RESE YOlfd �DET. G SHT4� r -- — o �' -.._— - -�--- — - ._� -- ` ! n 100' -O' � 7 23 3'11 _— v - f I Ix r� }i�x'1 2,' LL ui \ I Fo ( Exist. Inlet -Guile ` \ ! /• i1�1 f'xl,si. I - t rl ! '•, I \ I \ nv.61ev3.�, r � .42 Exist. 4" H drnt } N 2 y - - -- C. 1 p I d , i \ I LE. 421.60 - 1 , I Exist L. �.� _O,urs >\ -- - AQ' O � � I \ � *--� t �'Dxigf 3 rx, Y. pi � 8 "C I.F (J I ..� j� I_ •I ! ,� 1 f:rl3'r -7 bufsrd / J r .�7 I _Y f l`� EX /Sfi•rq ,IFV_�tFd I I ! I y { 1� I wi ' \ ^ / y •Wood TArit 6 c ' il ID exist. 750, 000 Gallon Elevated Steel Tank � ! �I A/T3T v Nti? : I +li I-1079 S m � �Z ( - Q(' — � \ 5193 Fop- E Nr. PLAN ,4, 420 W h� r / WALL LINE • � O 1 10" 45" WYE /----, m PO I � � f I / /!-1 i SHT.2 149'- 4 :' WALL LINE 31' -O” 30' -O° . 30, O" bit 31'-0" _WALL LINE N I- E.4ZI.00 - - -��„ Exr tmG Force -� � `�i� -— -� —�f f h —�-* - -:Y �i - -- ¢f ff 10', NC. PWF_ � 5 � 1 NEW RESERV�IR I/ 61' -8° - 'y/ I.E. >4/F32� i S - a � — - -_. - -_.- DET.II SHT.4/ j / Q A�@ — \11� / � F INV. EL. 418.05\ OVE,Q FL W t ( ; � �A /� � %i OET. 5 .4 e / .1 SH _._. _ r 7 e , fXictiry i BHrn; <7r,✓ 43?. I IO' G.V. • I �" _ ®f \ i _4.._ a � tltl-��I � CoLUrv�N OO i.E. 421.60 e - / 1. E. 421.6C Ilk L I CONC. CGLIAR i N I DE-17.16 5HT4.� n1I M a w ( BER 10 "_" 8" FS� I ' J Wgl_L 8" 13'_O' (WALL TO WALL �� — - FQ I - f1 EXIST, r0" { 111111 L' SHHy'Z 9 E ist /?"q i.P 141/ i / Existin I.S MAC. Reservoir D' / "> LE418.7- -_ �( Re Re 5,r 'JO\ { ' � c � n4 ri � pu:n NoDst r Imo. -� - �- -- -- -r -- -- NEW RESE YOlfd �DET. G SHT4� r -- — o �' -.._— - -�--- — - ._� -- ` ! n 100' -O' � 7 23 3'11 _— v - f I Ix r� }i�x'1 2,' LL ui \ I Fo ( Exist. Inlet -Guile ` \ ! /• i1�1 f'xl,si. I - t rl ! '•, I \ I \ nv.61ev3.�, r � .42 Exist. 4" H drnt } N 2 y - - -- C. 1 p I d , i \ I LE. 421.60 - 1 , I Exist L. �.� _O,urs >\ -- - AQ' O � � I \ � *--� t �'Dxigf 3 rx, Y. pi � 8 "C I.F (J I ..� j� I_ •I ! ,� 1 f:rl3'r -7 bufsrd / J r .�7 I _Y f l`� EX /Sfi•rq ,IFV_�tFd I I ! I y { 1� I wi ' \ ^ / y •Wood TArit 6 c ' il ID exist. 750, 000 Gallon Elevated Steel Tank � PLf1N1 $.I --f v Nti? : I +li ti� 430_- n m � h E i<T, GftApE „r•a�E 422a� 420 CITY OF RENTON „- V�.. 1003 410 — d 3,- a K Overt ow tveir ci existing Reservoir. £ieu. 438.7.0 0 o43 ta; 400 5 - -- - -' ' I r PROFILE h� r / WALL LINE • � O 1 10" 45" WYE /----, m PO I � � f I / /!-1 i SHT.2 149'- 4 :' WALL LINE 31' -O” 30' -O° . 30, O" bit 31'-0" _WALL LINE N I- E.4ZI.00 - - -��„ Exr tmG Force -� � `�i� -— -� —�f f h —�-* - -:Y �i - -- ¢f ff 10', NC. PWF_ � 5 � 1 NEW RESERV�IR I/ 61' -8° - 'y/ I.E. >4/F32� i S - a � — - -_. - -_.- DET.II SHT.4/ j / Q A�@ — \11� / � F INV. EL. 418.05\ OVE,Q FL W t ( ; � �A /� � %i OET. 5 .4 e / .1 SH _._. _ r 7 e , fXictiry i BHrn; <7r,✓ 43?. I IO' G.V. • I �" _ ®f \ i _4.._ a � tltl-��I � CoLUrv�N OO i.E. 421.60 e - / 1. E. 421.6C Ilk L I CONC. CGLIAR i N I DE-17.16 5HT4.� n1I M a w ( BER 10 "_" 8" FS� I ' J Wgl_L 8" 13'_O' (WALL TO WALL �� — - FQ I - f1 EXIST, r0" { 111111 L' SHHy'Z 9 E ist /?"q i.P 141/ i / Existin I.S MAC. Reservoir D' / "> LE418.7- -_ �( Re Re 5,r 'JO\ { ' � c � n4 ri � pu:n NoDst r Imo. -� - �- -- -- -r -- -- NEW RESE YOlfd �DET. G SHT4� r -- — o �' -.._— - -�--- — - ._� -- ` ! n 100' -O' � 7 23 3'11 _— v - f I Ix r� }i�x'1 2,' LL ui \ I Fo ( Exist. Inlet -Guile ` \ ! /• i1�1 f'xl,si. I - t rl ! '•, I \ I \ nv.61ev3.�, r � .42 Exist. 4" H drnt } N 2 y - - -- C. 1 p I d , i \ I LE. 421.60 - 1 , I Exist L. �.� _O,urs >\ -- - AQ' O � � I \ � *--� t �'Dxigf 3 rx, Y. pi � 8 "C I.F (J I ..� j� I_ •I ! ,� 1 f:rl3'r -7 bufsrd / J r .�7 I _Y f l`� EX /Sfi•rq ,IFV_�tFd I I ! I y { 1� I wi ' \ ^ / y •Wood TArit 6 c ' il ID exist. 750, 000 Gallon Elevated Steel Tank � i .« ?• =i. �- -;.- -e 1�-- � - - -.� _ �= -� - -r, — T $.I --f Nti? : c U i 2 u! U L U i Elevations ore Renton Datum. Sht. 2 Plarr E cA -' ti�_rrons �. 0pc Fitrnos where not otherwise d, griatel 3 S rUCtural 7€ {ull5 CITY OF RENTON /a qre MoChii71C171 JOir)t- 4 APPurtenance Details UTILITIES DEPARTMENT d 3,- a K Overt ow tveir ci existing Reservoir. £ieu. 438.7.0 — ta; 4.- Provide Cory- - le Thrust Block of each; cbara.e in direct:'an of Pine. _ PROJECT W -24 12 M.G. COVERED RESERVOIR r 5-For Genera( /Notes See Sht. 2 SITE PLAN CONSULTING ENGiNEI -R -- — -- DATE: SCALE: I'= 20' RICHARD E. WOLF�F APPROVED 1APPROVVED A P OVED -- ��° . 150E SMITH TOWER $EATTLE I I MAIN 2- 09'44 SUFI. OF UTILITIES CITY ENGINEER MxyoR OF RE NTot y. \ • 1 aw+3 a f7tr- s HT. 1 ,Y � _2._e:- :- �u"�'"g•- eiai-•��> -.. _. t �...s.�..J....._. -___. _:. e._ ..t.. _- ....__. - ......_.- _ _._. _ - -..___ __.._: __... -.. _.. _ - -. . -___ __._ _ _.: � _ k. �,_ -_ff`, .- ' -: � _ > -,�1`i II!II Il il'i ij'1: ilr tit ills' -.y .t Iyyrl- ,2,r.:.rlr I ., I.,•:i.1 ,, t' ,I:�...'1 I dMl It,! i, ll.i l,' ICI.,:. .... �ly[IE5 4 ` X51 REFIT- lz E S� E 1p-\,o I R. WALL. LINE WALL LINE 4" 30-0' 30,-0' 30'-(3" A c RReGAT-f--E) 1 4AE--FAL 417 z t 7� 6 00 2 ST F,457.4-5 r- JT L NS7 JT- Yp 0 7 TYE DE;. 14 0 SHT 3 I,) DET- i DET. 3 TOP of CUPS WALL TOP -f COLUMN WATIEu LEVEL F 1. 4513.2. F-L,+4;'. 20 5 L a I,%', Li /,Z- TO T 1 4 7 T 14.4�,D PAN, ALL `DST. 2 `D =T , LLImIT O= -Tlc D ET. 5 514-j.+ C URF. WALL Typ. 7Y?• 8 D E-T, 17 le- D E.T. I Y,!�7 )_F- s SHT 3 TY-P. 4% rAVE. A'.EA ?E,,,EV.N G UTTTV E� ALUMINUM ,T 2 2 It �i NORTH ELEVATION- sHT. 3 L PARTtA T A D T, I -At (D TO CO L.@ DET.6 514T.4- j 7 FRONA COL. -,Q_?4O ALUMINUM! SHEr=T O. ,Aj 1- NFW 2M.G. F A �,7 E L E V. S 1 ► N GuTTE, 7--/ V-) ,D WALL 70 W4L' 2 '-O.OZ4' PERFORATED 3. t r _ . AL. SHEET FROM NEST END TO CCL.C8) USE PLAIN RIDGE, ROLL NOTE ALL FLASHING 2" MIN SIDE OVERLAP bOTTOM Ty?."ZOOF FizAMING, i q >/4 'POINTS WALL LINE: V) 5 PA N (T F.. la" OPEN dEvi! `1-0 5`T Y ) N AL J M!.N'o M, 14!; 0 f`E N WEB jt�­T 6 ALUM. LIMIT QiF SIDING -4-43 I PI Y_ _3 c . IR D _R ------ rl F 7 4 V. E 1,1. D'3 6'ii,"j+ 00 L T­ F WALL r -.25 i�� "Im I INLET- 0VTLE-T LTC. P F-L, 4?3.20 EL-44.2.30 �l MASTIC 7 StqT�4\ i W/ TAR AT 31 J- 2 `7� T,- - lk A L V H INO m lZO?F�iNO,—, Ty __I 4 7. 514E 117 LAY-UT [,-a' Sq. I 4 A+ 1 N _0 5-5 SHT.'i 4- CIA PEA.GPAV�_ .. L T D E-T A 1 L 6" O. j. T I L E _T T J Ty? . CVRB WALL WALL LINE SPACES (o) OPEN WES j4 5 VV12-1-11,35) II PL 4, N, j 5 4 EL 423 ,20 EL.42Z*90 II 5 + I W,/FILlllZ !EEL I- _4x4X-4.4 llt�14 Ty,� r 1 TYP SLAB 7� NF f/MA$TjL ABCV� IT rl-L— —1. V. ALL AROUND L t.b 24 41, re 7' F--w! 9 1'- 1'- E;, I COAT , 1'-8" 6. 1 a, -- 07 1-, IT- _DF lF/-, 1 2 -DE,741L 4- CONSULTING ENGINEER �l Kili-liltAINU L ULr r TYP: COLUMN' FT(, F50 T. GUTTE-;z: 1506SMITH TOWER SEATTLE MAIN 2 -0944 I T I SITE PLAN 3 ST L D ETA 1 APPv%2JrNAlCP _DET4-LS + 'RE BEN11--snzi 5cKEllljLr ;5' M INV S A G'PA v EL G" 0 TILE 4 of NT (TYPIAL) G UTTEP- 9: 11,01' Gu7 _coklc. WALL CITY OF PENTON 4 UTILITIES DEPARTMENT GI.A: HOLL.OWD HO PROJECT W-24 1_4 2 M.G. COVERED RESERVOIR PLAN & SECTIONS.. MET t�ool; DATE' SCALE; AS SHOWN PPROVED APPROVED APPROVED lee 0-PT. OF UTII rrIES CITY EWINEER MAYOR OF RENTON Owc, 5312-C SHT. 2. --- -- ---- _T (D TO CO L.@ DET.6 514T.4- j 7 FRONA COL. -,Q_?4O ALUMINUM! SHEr=T O. ,Aj 1- NFW 2M.G. F A �,7 E L E V. S 1 ► N GuTTE, 7--/ V-) ,D WALL 70 W4L' 2 '-O.OZ4' PERFORATED 3. t r _ . AL. SHEET FROM NEST END TO CCL.C8) USE PLAIN RIDGE, ROLL NOTE ALL FLASHING 2" MIN SIDE OVERLAP bOTTOM Ty?."ZOOF FizAMING, i q >/4 'POINTS WALL LINE: V) 5 PA N (T F.. la" OPEN dEvi! `1-0 5`T Y ) N AL J M!.N'o M, 14!; 0 f`E N WEB jt�­T 6 ALUM. LIMIT QiF SIDING -4-43 I PI Y_ _3 c . IR D _R ------ rl F 7 4 V. E 1,1. D'3 6'ii,"j+ 00 L T­ F WALL r -.25 i�� "Im I INLET- 0VTLE-T LTC. P F-L, 4?3.20 EL-44.2.30 �l MASTIC 7 StqT�4\ i W/ TAR AT 31 J- 2 `7� T,- - lk A L V H INO m lZO?F�iNO,—, Ty __I 4 7. 514E 117 LAY-UT [,-a' Sq. I 4 A+ 1 N _0 5-5 SHT.'i 4- CIA PEA.GPAV�_ .. L T D E-T A 1 L 6" O. j. T I L E _T T J Ty? . CVRB WALL WALL LINE SPACES (o) OPEN WES j4 5 VV12-1-11,35) II PL 4, N, j 5 4 EL 423 ,20 EL.42Z*90 II 5 + I W,/FILlllZ !EEL I- _4x4X-4.4 llt�14 Ty,� r 1 TYP SLAB 7� NF f/MA$TjL ABCV� IT rl-L— —1. V. ALL AROUND L t.b 24 41, re 7' F--w! 9 1'- 1'- E;, I COAT , 1'-8" 6. 1 a, -- 07 1-, IT- _DF lF/-, 1 2 -DE,741L 4- CONSULTING ENGINEER �l Kili-liltAINU L ULr r TYP: COLUMN' FT(, F50 T. GUTTE-;z: 1506SMITH TOWER SEATTLE MAIN 2 -0944 I T I SITE PLAN 3 ST L D ETA 1 APPv%2JrNAlCP _DET4-LS + 'RE BEN11--snzi 5cKEllljLr ;5' M INV S A G'PA v EL G" 0 TILE CITY OF PENTON UTILITIES DEPARTMENT .31 PROJECT W-24 1_4 2 M.G. COVERED RESERVOIR PLAN & SECTIONS.. DATE' SCALE; AS SHOWN PPROVED APPROVED APPROVED lee 0-PT. OF UTII rrIES CITY EWINEER MAYOR OF RENTON Owc, 5312-C SHT. 2. 7 S 6 P T-- P L A 7', 7' -iT rj— T- v+— F F 4 -3 T! -9 x5.67" -3(1'— L 3 -LZ� tt6 --T - -2 ST 7— G7 w 1 D w- a ---- J L P, T v Ms 4 / -4 C3). 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Z) E 7 y F CLOSURE I TOP OF CUT TO SUIT END HALL '-PURLIN HEADER C SECTior,-4 L-L 2 ?L-1 SE�7t—:- S iF I. CITY CITY OF RENTON 7'- UTILITIES DEPARTMENT SracTioN K-K PROJECT W-24 C 2 M.G. COVERED RESERVOIR STRUCTURAL DETAILS 7') L va Is CONSULTING CONSULTING ENGINEER DATE: E DATE: SCALE: AS SHOWN L FF RICHARD E. WOLFF A-PIROVE-D: IAI;RROVED: APPROVED: ApFR.VED TOWER SEATTLE N MAIN 2-0944 VUW•OF UTILITIESICITY ENGINEER i!MAYOR OF RENTON S iF —Z @'4 RESTEEL BENDING SCHEDULE TYPICAL CURB VVA 1`3' i V- r." Rr--INF DET.i 5HT.2 MARK LOCATION SIZE DIAGRAMS COL. ( III D O GIRDER 5UPPORT AT BERMS Co ST JT. N @ DO. -6 c - 7 DO. -5 C4) DO. s 5m z_ VVA�LL LINE, COLUMN POOTING .6 2­0'.� CURB WALLS -4 STANDARD MANHOL C7) DO. 4 -GRADE EL. 4Z4.61 0 END WALLS .4 R,NG AND COVER 8 qkv= III "L' DO. .4 @ END WALLS -DOOR BRICK LEVELING COURSF5 10, DO N @ DO. I 9 P') _+ Fc c I R J N 5: Z ;0i a DO. --f- END WALLS MASTIC BOTTOM GUTTER .3 TH d' FILLED b S" SUBDRAiw 8 CONC. 5TEP5 _0 LIE- 42 1. 00 OVERFLOW -4 _L 6- CONCRETE BLOCK OR 5' Eel DO, -4 S T CONCRETE t<j ,.,WALL LINE 4" PRECA WEIR R OBI Q CONE. STEPS .3 r •i. _ —LL. lo. TOP OF'&ALL PLAW P S. GIRDER 5TIRRUPS *4 ONE OP­.rE H­ EL. R MA­ IN FA­ 0" CON DRAI W FRO��j - A. I DO. '3 2 CONT. I( Ty? WALL ReINF) DO. HOC PS 5E - EL.438.20 EL•4,35 I MASTIC- EAI 5TIN DO. TIES MASTIC. 1� E: T1 51 IT, l F, I L. - 417. Z 10"CONC. DRAIN DO, TIES -4 N FROM NEW RE5ERVCIP-2 2 CO *4 sP 1'- 1' o "3 *4 HORZ. EA. SIDE. 2 T-E I r lt'FLOW LINE a WeipR ('rt '4 0 1 - cr + 1 1. 1 — t DETAIL 10 MANHOLE NQ 1 8 INV EL. 435.37 3 StDF-s. COAT WITH I TAR U4 NOTE: ALL DIMENSIONS ARE OUT 70 OUT INIV. EL. 435.37 4 *4 IV I' Z '0. SEC.TioNi D-D S rr. C: T 110 V4 E-E N 0 T E S D E TA I L 5 OVERFLOW z1'= r-o" I- FOR GENERAL NOTES SEE- 5 H T. ljZ IL GU rTER G." WATERSTOP-__- 4+4/414 MESH 5 L. 47-2..90 C.I. DRAIN 0 RAT I- 6' WATER570P ,-CONST. )T- 10 CRALE. F­ 43Z-.3!: 10 -IEL. 4ZZ.07 io- c i.p REsERV.' DRAIN LINE ---; s �O.' go- BEND DETAIL 8 TYP 'CON5TR- J01 NT SHT. Z +1 2 DE-TAI L ro DRAIN SHT. I Z —FRAME; 7 @) in i Z-Z-j" L W/ 13 "-.41 F-B- 15'- 9' i U. GALVANISED` HARDWARE MESH F_ EXISTING 16" C.I.P. RESERVOIR INLET'- OUTLE-T'-, ty : T --- ---- '. 77 IL INV. II 3.20 g --Illlm SECURE- FRAME TO CONCRETE W/ i" CINCH ANCHORS e E'-O­t 1%1. 0" TYP REINr- G. � I Q&T. 2 SHT. P_ 4­0 81-z. SECTION F-F ELEVATION DETAIL 7 INLE-T - OUTLET r_ o-1 SHT. 2 '0 ,4) MANHOLE RING AND COVER BRICK LEVELING COURSES 6" CONCRETE BLOCK OR ­4" PRECAST CONCRETE 1" 0 RLIW&S INV. ELEV" 418.2' ro DET I I MANHOLE W2 2 3­1' -o' 51iT, I -A lo" cj� P DETAIL 16 CONIC. COLLAR N.-r-s. SHT. I SHT I SITE PLAN 5HT a PLAN 4 SECTIONS SHT. 3 1 STRUCTURAL DETAILS oil ,j-, , �' , L�-' 'A C, ,' DWG 5312 - C SHT 4 SI7rI "Iry lrl II 6f, 49' U-. CNF 0: