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HomeMy WebLinkAboutzS-0705Setr AS MUNICIPALITY OF METROPOLITAN SEATTLE KING COUNTY, WASHINGTON SEWAGE DISPOSAL PROJECT CONTRACT N0. 61 -4 CONSTRUCTED DRA\tVl R201A- INFLUENT AND EFFLUENT SEWERS RENTON SEWAGE TREATMENT PLANT R201B-EAST SIDE INTERCEPTOR, SECTION BIDS RECEIVED CONTRACT AWARDED NOTICE TO PROCEED CONTRACT COMPLETED WORK ACCEPTED RESOLUTION JUNE JUNE JULY 1., 1961 15, 1961 7, 1961 FEBRUARY 8 FEBRUARY 21 No. 255 ,I FINAL CONTRACT COST $ 61119,872..96 CONTRACTOR 963 963 GENERAL CONSTRUCTION COMPANY METROPOLITAN ENGINEERS 410 WEST HARRISON SEATTLE 991 WASHINGTON 0 GIA w C z w Q LAKE WASHINGTON HARBOR 5 f bVA�U� G' TN -- 1 KENT 99 5 AUBURN -� -I C*1 - SCALE / O IN MILES AIRPORT WAY O 1 2 4 - %- T -- �/ 410 PUYALLUP ; ► ;.� w, 2ND , - -- 1 VICINITY MAP a 3RD S, sl- 0 z N I FFFI 14 GREED'/'' FUTURE EXTENSION OF I SOUTH INTERCEPTOR LOCATION MAP ISCALE- I"= 800' I 12 T H I I I / AVE � 1 �0 FUTURE EX NSION 0 �CO fpm EASTSIDE TERCEPTO / z U)I `f _ CO 8TH AVE N. � I -AVE Lli a V _J - N.I - ' f \ Lu _ INDEX TO DRAWINGS ISHT DWG GENERAL DRAWINGS ' N - - J NO. \\ 2 NTON I G/ �) SEA T TL E 2 rAcoMA LOCATION INT'N'L AIRPORT OF WORK a w C z w Q LAKE WASHINGTON HARBOR 5 f bVA�U� G' TN -- 1 KENT 99 5 AUBURN -� -I C*1 - SCALE / O IN MILES AIRPORT WAY O 1 2 4 - %- T -- �/ 410 PUYALLUP ; ► ;.� w, 2ND , - -- 1 VICINITY MAP a 3RD S, sl- 0 z N I FFFI 14 GREED'/'' FUTURE EXTENSION OF I SOUTH INTERCEPTOR LOCATION MAP ISCALE- I"= 800' I 12 T H I I I / AVE � 1 �0 FUTURE EX NSION 0 �CO fpm EASTSIDE TERCEPTO / z U)I `f _ CO 8TH AVE N. � I -AVE Lli a V _J - N.I - ' f \ Lu _ I 26 S OUTFALL RAILROAD CROSSINGS 27 S1II TYPICAL SECTIONS AND DETAILS 4TH AVE N - OUTFALL STRUCTURE � � _ _- _ �`- 28 5//,? PLAN AND LONGITUDINAL SECTION - RENTON CITY - LIMITS 129 5113 TRANSVERSE SECT IONS 1 1 30 SI/4 DETAILS / I _ r I \y C ly- M& S T P R- R R V E R I / 44 T/Y .O DATUM NOTE PROJECT ELEVATION 100 EQUALS MEAN SEA LEVEL DATUM U.S.C. & G.S.-1929 (1947 ADJ.) AS CONSTRUCTED DATE DEC. 24, 1963 0 z N rn SCHEDULE 2 - EASTSIDE INTERCEPTOR - SECTION I 31 P20/ SOUTH INTERCEPTOR - STA Of DO TO STA 10 +34.21 32 P202 STA O f DO TO STA 23 4- DO 33 P203 STA 234 OO TO STA. 43 4 95.09 34 P204 STA. 43 -f 95.09 TO STA 67150 35 P205 STA. 67 t 50 TO STA 89 t 50 36 P206 STA- 89 t 50 TO STA. /12144 37 P207 STA. //2 f 44 r0 SrA. /29184.97 38 P208 STA. 129 4 84,97 TO STA- 142 f 94.33 39 P209 REV /S/ONS TD LOCAL TRUNKS 40 5201 TYPICAL DEFLECT /ON MANHOLES - 108 /NCH 41 5202 SPECIAL MANHOLES - MH. RO/ -22 AND MH. ROI -23 \,S CH'P-RULE - R MA�f Th N K \ , P3 STA t -38. g,, TO TA 2- 42. �\ 4 302 TA 23. 42. .4 467 �\ 44 03 S 46 67.6/ `TO S 67 7.26 P3 S/P N A MISS DE LS 4 305 R YN AWR RUN/\ ONN T/O ND E TA S \` SC DUL 4 BODING - EE N T UNI< \\ 4 P40/ TA 0 00 S TA. 14140, AND' V TA I \ �\ 48 02 S 14 f O \STA 100\ ANd \QET IL S \ CA,�� - NO 7 A 0f/ U MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT R ENTON SYSTEM LOCATION MAP AND INDEX ass /ANAL BROWN AND CALD WELL OPAL I TAN ENGCI REE AND KRAMER MILL AND INGMAN R W BECK AND ASSOCIATES RECOMME DP D, APPROVED DESIGNED GJ ' /i>C+ - e DRAWN �J /� /• Project Engineer -metropolitan Engineers APPROVE / / L C N E C R E D __C7I0 / For Metropolitan Engineers _ SUBMITIEO��YCGSLL Ic( En Inecr Me tropollton Engineers DATE FILE NUMBER SHEET NUMBER DRAWING NUMBER MAY 1961 G 2 00 i OF - 48 G I For Munlclpolity of Metropolitan Seattle — Y INDEX TO DRAWINGS ISHT DWG GENERAL DRAWINGS ' N - - J NO. NO. '(APPLICABLE TO MORE THAN ONE SCHEDULE) I G/ LOCATION MAP AND INDEX 2 62 SAN /TARP SEWER MANHOLE 3 G3 STORM WATER INLETS 4 G4 GRATINGS, FRAMES AND COVERS 5 65 GENERAL NOTES - SYMBOLS 6 66 TYPICAL CONCRETE DETAILS 7 67 TYPICAL METAL WORK DETAILS 8 G8 TYPICAL SECT IONS - ROADS, TRENCHES, PIPE DESIGN SCHEDULE I - RENTON SEWAGE TREATMENT PLANT INFLUENT AND EFFLUENT SEWERS 9 PIDI WORKING AREA - FILL - TOPOGRAPHY - SURVEY CONTROL /0 P102 120 „INFLUENT AND 96 „ EFFLUENT SEWERS // P103 OUTFALL SEWERS - PLANT WATER w cn i 12 P 104 ACCESS ROAD - FORCE MAIN INFLUENT CONTROL STRUCTURE 13 S101 GENERA L PL AN r 14 5102 SECTIONAL PLAN I 15 5103 LONGITUDINAL SECTIONS ' 16 5104 SECT IONS I 17 S105 SECTIONS r 18 5106 DETAILS 19 S107 DETAILS > 20 M /DI TEMP. PUMPING - PLAN AND SECT IONS Q 21 MIOZ TEMP- PUMPING - DETAILS N E /DI TEMP PUMPING - ELECTRICAL LAYOUT I22 23 E 102 TEMP. PUMPING - ELECTRICAL DIAGRAM INFLUENT JUNCTION STRUCTURE I24 5108 PLANS AND SECT IONS 25 5109 SECTIONS AND DETAILS ' EFFLUENT JUNCTION STRUCTURE PLAN - SECT / ON - DETAILS I 26 S OUTFALL RAILROAD CROSSINGS 27 S1II TYPICAL SECTIONS AND DETAILS 4TH AVE N - OUTFALL STRUCTURE � � _ _- _ �`- 28 5//,? PLAN AND LONGITUDINAL SECTION - RENTON CITY - LIMITS 129 5113 TRANSVERSE SECT IONS 1 1 30 SI/4 DETAILS / I _ r I \y C ly- M& S T P R- R R V E R I / 44 T/Y .O DATUM NOTE PROJECT ELEVATION 100 EQUALS MEAN SEA LEVEL DATUM U.S.C. & G.S.-1929 (1947 ADJ.) AS CONSTRUCTED DATE DEC. 24, 1963 0 z N rn SCHEDULE 2 - EASTSIDE INTERCEPTOR - SECTION I 31 P20/ SOUTH INTERCEPTOR - STA Of DO TO STA 10 +34.21 32 P202 STA O f DO TO STA 23 4- DO 33 P203 STA 234 OO TO STA. 43 4 95.09 34 P204 STA. 43 -f 95.09 TO STA 67150 35 P205 STA. 67 t 50 TO STA 89 t 50 36 P206 STA- 89 t 50 TO STA. /12144 37 P207 STA. //2 f 44 r0 SrA. /29184.97 38 P208 STA. 129 4 84,97 TO STA- 142 f 94.33 39 P209 REV /S/ONS TD LOCAL TRUNKS 40 5201 TYPICAL DEFLECT /ON MANHOLES - 108 /NCH 41 5202 SPECIAL MANHOLES - MH. RO/ -22 AND MH. ROI -23 \,S CH'P-RULE - R MA�f Th N K \ , P3 STA t -38. g,, TO TA 2- 42. �\ 4 302 TA 23. 42. .4 467 �\ 44 03 S 46 67.6/ `TO S 67 7.26 P3 S/P N A MISS DE LS 4 305 R YN AWR RUN/\ ONN T/O ND E TA S \` SC DUL 4 BODING - EE N T UNI< \\ 4 P40/ TA 0 00 S TA. 14140, AND' V TA I \ �\ 48 02 S 14 f O \STA 100\ ANd \QET IL S \ CA,�� - NO 7 A 0f/ U MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT R ENTON SYSTEM LOCATION MAP AND INDEX ass /ANAL BROWN AND CALD WELL OPAL I TAN ENGCI REE AND KRAMER MILL AND INGMAN R W BECK AND ASSOCIATES RECOMME DP D, APPROVED DESIGNED GJ ' /i>C+ - e DRAWN �J /� /• Project Engineer -metropolitan Engineers APPROVE / / L C N E C R E D __C7I0 / For Metropolitan Engineers _ SUBMITIEO��YCGSLL Ic( En Inecr Me tropollton Engineers DATE FILE NUMBER SHEET NUMBER DRAWING NUMBER MAY 1961 G 2 00 i OF - 48 G I For Munlclpolity of Metropolitan Seattle — Y i 1 r qt s N� I� V if kA Q 0 ',PO- STD F,P,4ME > COVE,Q 7&wwTmp11p-w5,1 •c CO�t/C ,40✓USTWS BLOCC�S 2 to D /A. Ia, p49 ,eECESS 70 W, 4TChl PR,6r,4S7'✓01A11r ,NAPT4e TYP/C,4L L.4TE'P44L ,.,,, , C,:1X1X/ECT /OrV BASE - SECTION STANDARD TYPE A PRECAST MANHOLE 8" TO 21" (INCLUSIVE) r— FiA/rsH �,4DE 1 , lo,Qr R D.4W /A/t/E,QT TO 6�N /.�J.CCX/i CovE,e— C,Fbw& ELEVs TO BE EQl/,4L I i r 7YP/C,4L L.476RW MX1A1ECT /OA/� m. foo- 4: TYPICAL CONNECTION DETAIL A,4Cf ,4PP,P0IiE0 PLUS FO,Q FUTURE P /PE --ml/p COlt1C. r0 C0�lPACTED F /LL 6 ",1 /A/. eVY, 12 Dk VP P /RIA/5 TO BE IV,00 lE .S1ZE -.4S• 1A17E,2CEPTEO STANDARD DROP CONNECTION I s"VE fO,e 48" til.H rS'ECT /OTC/ O h h DIMENSIONS 8k REINFORCING STEEL FOR STANDARD TYPE C MANHOLES RE /IV roRC /A/6 BARS F. BOTTOM .SLAB S /DE WALLS To f' SLAB _y - _ "� " NW N U 11 ^ M II �•' I _+ .._._ —M/� r - --- 11 ~_ .- -_ 1`\ p N N M J CdrVC .40 ✓UST /�t/s ` Q B G ✓ �lo� LEN N'440 Lfl►+G N_° LEN67N ff { * tf�%r N' �` LENGT N "' �`'r 1f/UGl N' ! �t / N ° — -- 54" /O -30 6 6 7-4 /2'' /4 /Z° cg" ;8- 5 4 -11 6 4 6 ' / l8- 5 4 =11 /0 4 6 -11 3-"5 4'11 3/'50' 6 "6 7" 7 I /2'' /4 /5" g.19-"6 q. 11 6 -'4 6 =/ 22-5 4' // /O-'4 7' 2 3 -',5 4 -// I 6 • / -�" /O �'�/ /7'7 - - - RPE6,4,ST SL44B - _ " 8 " '.5 4 = // 6 `4 6 ' 4 20 -'5 4 = // /O -'4 7- 2 3 -'5 4'11 // 6 - 4 4' -2 3'- / I /8' 6 57" /D - 30 6 - 9 7 7 /2 /4' /2 8 I - 18=6 31- 50 6'9 7 :/D A?" /4' /5 8., 3 -w6 4 =// 6-,4 6' 4 22-'.5 4" // /O.4 7 -'S 3 -'6 ¢' -// i 6 -4 4 2 3 -/ ao -30' 7 -p 7-'10 /2" 14" /2° 8~ 9 -`5 4 =11 6- "4 6'7 20'5 4 41/ /0 -'4 7 "5 4 -'S �4 =// 6' 7 q' -6 /9-5 .� /'- 50' 7 " O 8 = / l2" /4' /.5 " 8 /o -16 4 � // 6 -'4 6'7 24-',5 4, -"4 7- 8 4- � l r• 63•' 1,030` 7�3 �8' -/ /2" /4 /Z" 8" 9- 'S�4 -' // X0-'4 6 =/0 22-'S4' -// 10-14 7'8 �4_r5 4� //I 6 =/G 4� /O 3'-/ 20-4 .3/=50 7 -3 .8 -9 /Z /4 /3•' 6 /G- 6 Q -// 6-04 6 -/0 24-.514 -// /D -4 7'// 4--06 4 -// I 6 -/0 4'/O ::' -/ 20'4 : SH,4LLOfV TYPE ? -0,01A r s r i s 66` /0 -30 7 -618-4 /2 /4 /2 8 /0 -5 4,// 6 -4 7,/ 22.514_// /0 -4 7,// 5'G 4�% /I �_/ J.3 •3'/ I 2/' -3 3/'50' 7'6 8'7 /2" 14" /5' 8" 11-6 4 -11 6-`4 7 -/ 26-15 4'11 10 -4 8 -2 5 6 4 / . - •• /2` /•4' /2' 8" /O -'S 4- // 6 '4 7 -¢ 2q -S 4'// /0 -'4 8' -2 .5-'S 4f// 7-4 5 "7 3'/ 22'2 6g /O - 30 7- 9 8 7 4,-111 7.4 s'-7 3' / 3/ =-50' 7= 9 8 =/0 /2" /4" /5' 8" // -'6 4 // 6 ' 4 7' 4 Z6 "5 4' // 10.'4 8 =5 .5-'6 ' Q i 10 _,30' 8'O 8 =/O /2" 14' /2' e" /O - °5 4'-11 c, -1.4 7'7 24 -'S 4 =// 10'14 8'S 6='S '�%' // � 7'7 6 -O D/,4. - 7 /= o 'O 9 =/ l2" /4 /5,, 8., /z. =6 ,¢� // 6 -".<1f 7 -7 28 -'S 4 -// 10-"4 8'8 6 '6 4 =11 7' 7 5'// 3•/ 23'-/ . ,��� — s 8 78` /0'30' 8'8 9'7 /3" 15' 14` /2' 10 -"5 5; 7 6 -w4 8;3 .3o - '05 5 =7 /2i 4 92 6= "5 5 = -7 8'3 7'3 3'8 1 _ 8 '- 3 7'-3 3,8 24'// MY>,QT.4,P 3/' 6-0 8�8 9�8 /3" 16" /5' 12" /2 -'6 5 -7 6- ¢ B 3 30 -5 S- 7 /2 4 5 -•j 6 6 .5 7 I ' 9 32 -'S 5= 7 /2 - =4 4 9-' e 7 -'5S 5= 7 8' 9 SHELf SLOPE / " /�t/ /Z� 84' /O X 30' 9 =2 /0 =I /3` /.� I4` /2` /O 'S/ 5'7 7 ='4 8 �} ,9-9 7- 6 5- 7 6 -9 7'l/ ' 8 26'.9 - /3 /.� �5 ` /Z' /2 -'� 5'7 7 a~4 6 ' 9 32 -'S 5'7 /2 -'7 31'50 9 -Z /0 -2 • 9. /p /O'9 /4` /6' /4` /2" /�- S 5' 7 7-`'4 -9 3 ZG-6I 5 -7 }/2-'4 � lo-4 7 - =.5 5' 7 9 =5 7�// � =/0 28'-7 90 10 -30 7_ �4 9 = .5 26-� 15� 7 /2 -'"4 � /0 =5 7-`"6 S' 7 9 =5 7 =// /O 28'-7 ' - , _ , o- - P,PECAST CCII/l• • /3" /2 /2- G 5 - 7 B,4Sf(DOOT /Orl/.4L� // =3 /4" /�C►" /4` /2' / /•'S .5= 7 7 -'4 9 � // 28-'6 S - 7 /Z -'4 /D -/0 8_'S -5, 7 9,/1 7' /l /O 30 5 96 /O -30 /O 4 - _" _ 9' // 7' "// _ ' IO 30 � 5 :_�' o;�- P>L, I•D 3/.50' /0'41/1=4 14" /6' 15" /2'/3 -"6 5 =7 7 -4 9 -// 286iS -7 /2 -4 /O // 7 6 7 - ►� PI I I . 11-OS r4 /O = 7 32 -'r6 5 = 7 J2-'4 // = 5 /O -"4 5 - 7 /O - 7 7 // /0 32� .3 : -1 o I': /02• 10' 30" / / -O 1 / / -/O /5 /7 /4 /2 5 -7 7- 1p= 7 7' -1/ /0 2 -,3 ,.1: 15' /7' 15" /2' 14-`6 5=7 7_ =4 /p =7 32 -`6 S'7 /2 -'4 //-6 8_e6 .5 =7 3 / /O "30'// =6 /Z'4 15^ /7 /4' /2" /2 -"S 5' 7 5'5 //' / 36 -6 5 -7 /4-4 //-/I //- 4 5. 7 //-/ 7-// 3 -// 34 -/ O '6 /2 -,5 /5" 17' 15° /2 "14'6 5' 7 5- *•5 //V 36 -15 5'7 I4 --4 I /2'O 9"6 5' 7 /I' / 7' -// 3 =// "4 -/ Oc I - p 'ter:" _ :� o�: I- /gyp /0- 30'I2�8 /3 -6 /6 /8' / / 5 -'S /2 "3 42'6 .5_ /�I: 37.9 �: . p 4" 2., /3 -5 5- 7 ° °•�. ;i -_J :La .3/'50 12'8 13'7 /6" /g' /5 "" /2" 15- "6 .5 -7 5 -`S /2'3 42 6 5 7 /4 4 /3 -2 11-16 5 -7 /2'3 7�// 4 -/ _ 5'7 6 -',5 /3=5 50-'6 5 7 J6 -'4 /4 -3 /3 -'4 5 =7 /3 -`5 7'11 °�� •%.:, ...P;._,;.�.,. r�,;.> a i::� ►�: I32' /0- 30'/3 -/0 /4 8 4'2 4/'s 31,50 /3'/O 14'9 /7" 19` /5" /2` 16-'"6 5'7 6 - =.5 /3',5 50-'6 5= 7 /6 -'4 /4=4 /2 -'6 .5=7 /�',5 7-// - -- -- I- 17 - /O �- -Y 44 /0' 30' I�-,00 /5=/O /8' ZO /4' /2" /516 .5; 7 6-x.5 /4; 7 40=7 5" 7 16-V /5'S /4_'4 5, 7 /4' 7 �' -/1 4' 3 3/'50 1, S-11 /e ZO` /5 /2'' /7 -'6 5 -7 6 -5 /4 -7 -7 s=7 /6 4 /5 6 /3 6 5 7 /4 -7 42 2 • y -3 / 14! /O 4. j" STANDARD TYPE B PRECAST MANHOLE " -S 3' / 3 48 ' ' /s .F " 5/ "' 3' 3' -/ /6 - 24 N TO 48 (INCLUSIVE) -Pd "owes 8 ~TH /L'�E'JL,4,e /Y/ ll'X b ,°LACED 2 r 'LAP. OFBOTTO•!1 F.ICE ,Q/SE,Q X//111ET /V BE S/T IWN TYPE,4, !Y /Tif'OdT BAJE R/" ~8,4RS �- 'Z'B"s v� t 2 G2 or ,Bi4 J r� �J ' 0. i I a 1 ,R15ER S/1AFT TO BE' STD- M- N TYi°E A, W/TNOUT ,&A se ;T + ` �Z "S,,f .S` T4BLE G/VEs /PEOb. C/RC!/M• 1 -� v- 0 1w 72 TO 48" REDUCING SLAB 3' Bw ~B,�,es 3" �,� Ty• L'4� 24d FOR ALL �2 EQUAL AbTE: wHE,PF " Q.►n PLAN 'V5 x / 3 "//ODP SPACES E,vee0,41/,' e, ✓T s�EEV£ ADD L CTN X45 EO %�► SPACERS (9 15 "0.C. BE,vOLb••, ,�� ��.�'��rE °• ' QNDA D TYPE C MANHOLE 2TYP 4 - O 1 TES lX �l/OTE ,/LSDAPRL /fS TO 6 "7YP NZ/ "8,4,eS 54" TO 144" ( INCLUSIVE) 8 7-11le � sL,4a w/ 2 r ,PE /�(/F. Ri'.ICED 2'' L CL,P. OFBOTTOrt/F.4c'E 2 G2 4'B'4B,ees 72" TO 24" REDUCING SLAB SECTION G2 ,vorEs EL /.N /�t1,4TE Z x 4 �P.PEl.4J'T CtD•VE SECT10A1 MI TYPE .4 E B �1.4,1//1✓OLES LESS Ti�/A�l/ 9 DEED TD C,?O/Y,t/ OF , S'ElyEP. BEF0,2E ,QEDI/l /,C/G' 7 <GVT / pEPT,y DF 4 ' O,Q 6 'C /,PlUL.4,e �1.4.�/f1OL E .fECT /Oit1S, U.SE .PEDUC /,U6 SLAB o N C A L 0� Z �TYP fOP S'UPPD,?T /�t/6 ,4D✓IJST /�t/G BL OCAS ��� of W Q SHl�`'�� 2 iyJ,9A/.yOL E ,STEPS �O,QE NOT APEQU /SPED. a tiQ - 0 f PQEC•4ST I�EQT /C,4L .SECT /D�(/.S TD CO�t/FO,eW T� •4 .s' T.,/1. DE.S /st/.4T /OAl /2 B,4,PS CO.(/T,P.4CTO,P TO S!/BiY! /T DE�S /6��t/ D'W`�6/ SF. 'FAO'r?� ./SP'P�°E�CDS// i01L P . E gPPPO{/ED. o ' `F o c� C 76 Gis M J.0 , •t t ~8,4 s E U,4L sP.4cEs v SECTION �2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT SANITARY SEWER . MANHOLES f ALL ✓O /�l/TS TO BERT.4�F /LLED NA� �'� METROPOLITAN ENGINEERS 1(�4�"t � BROw+r AND CAIOWELL CAREY AND KRAMER 4 MILL AND INGMAN R.w BECK AND ASSOCIATES RECOMME ND�, ' / • APPROVED oul•NCO €L2_G.,46.C_ -- �Q // /// -- - 48 " TO 24" REDUCING SLAB DRAWN M.f.•.el +,e. c/�,- t►r•Revt D/ AS CONSTRUCTED For MotrevoltteR R.IR.er• cN[citag- p-a— (/ •UNITY[• __ <2- Rr• n Inosr- •fnpllten R iweBr. DATE DEC. 2411963 ` DAT[ FILE NUMBER 3NEET NUMKR DRAWING NUMBER MAY 1961 X200 _ 2 „ 48 _ IG 2 Fa Municipality of MotrevohteR Eeettle - _ -- TOP hHr4Lf OFP/PE TO BE 0, rav,i0!zP OF *wr,4,e /�i/s' /DE OF�Il.N B,POBE�I/ .• 7: ELYE.S' TORE f'L,4STE,PED SLOPE soW,r// H' /,r/yIs eT,4R. / /A/ 42 " TYP /C,4L FD,P,4LL ,W,,4NHOLES • '-I • o - • � � N ' 1 � B.eCS'E�OPT /Dl/AL� •• � , L-= T J- -- - F� STANDARD TYPE A PRECAST MANHOLE 8" TO 21" (INCLUSIVE) r— FiA/rsH �,4DE 1 , lo,Qr R D.4W /A/t/E,QT TO 6�N /.�J.CCX/i CovE,e— C,Fbw& ELEVs TO BE EQl/,4L I i r 7YP/C,4L L.476RW MX1A1ECT /OA/� m. foo- 4: TYPICAL CONNECTION DETAIL A,4Cf ,4PP,P0IiE0 PLUS FO,Q FUTURE P /PE --ml/p COlt1C. r0 C0�lPACTED F /LL 6 ",1 /A/. eVY, 12 Dk VP P /RIA/5 TO BE IV,00 lE .S1ZE -.4S• 1A17E,2CEPTEO STANDARD DROP CONNECTION I s"VE fO,e 48" til.H rS'ECT /OTC/ O h h DIMENSIONS 8k REINFORCING STEEL FOR STANDARD TYPE C MANHOLES RE /IV roRC /A/6 BARS F. BOTTOM .SLAB S /DE WALLS To f' SLAB _y - _ "� " NW N U 11 ^ M II �•' I _+ .._._ —M/� r - --- 11 ~_ .- -_ 1`\ p N N M J CdrVC .40 ✓UST /�t/s ` Q B G ✓ �lo� LEN N'440 Lfl►+G N_° LEN67N ff { * tf�%r N' �` LENGT N "' �`'r 1f/UGl N' ! �t / N ° — -- 54" /O -30 6 6 7-4 /2'' /4 /Z° cg" ;8- 5 4 -11 6 4 6 ' / l8- 5 4 =11 /0 4 6 -11 3-"5 4'11 3/'50' 6 "6 7" 7 I /2'' /4 /5" g.19-"6 q. 11 6 -'4 6 =/ 22-5 4' // /O-'4 7' 2 3 -',5 4 -// I 6 • / -�" /O �'�/ /7'7 - - - RPE6,4,ST SL44B - _ " 8 " '.5 4 = // 6 `4 6 ' 4 20 -'5 4 = // /O -'4 7- 2 3 -'5 4'11 // 6 - 4 4' -2 3'- / I /8' 6 57" /D - 30 6 - 9 7 7 /2 /4' /2 8 I - 18=6 31- 50 6'9 7 :/D A?" /4' /5 8., 3 -w6 4 =// 6-,4 6' 4 22-'.5 4" // /O.4 7 -'S 3 -'6 ¢' -// i 6 -4 4 2 3 -/ ao -30' 7 -p 7-'10 /2" 14" /2° 8~ 9 -`5 4 =11 6- "4 6'7 20'5 4 41/ /0 -'4 7 "5 4 -'S �4 =// 6' 7 q' -6 /9-5 .� /'- 50' 7 " O 8 = / l2" /4' /.5 " 8 /o -16 4 � // 6 -'4 6'7 24-',5 4, -"4 7- 8 4- � l r• 63•' 1,030` 7�3 �8' -/ /2" /4 /Z" 8" 9- 'S�4 -' // X0-'4 6 =/0 22-'S4' -// 10-14 7'8 �4_r5 4� //I 6 =/G 4� /O 3'-/ 20-4 .3/=50 7 -3 .8 -9 /Z /4 /3•' 6 /G- 6 Q -// 6-04 6 -/0 24-.514 -// /D -4 7'// 4--06 4 -// I 6 -/0 4'/O ::' -/ 20'4 : SH,4LLOfV TYPE ? -0,01A r s r i s 66` /0 -30 7 -618-4 /2 /4 /2 8 /0 -5 4,// 6 -4 7,/ 22.514_// /0 -4 7,// 5'G 4�% /I �_/ J.3 •3'/ I 2/' -3 3/'50' 7'6 8'7 /2" 14" /5' 8" 11-6 4 -11 6-`4 7 -/ 26-15 4'11 10 -4 8 -2 5 6 4 / . - •• /2` /•4' /2' 8" /O -'S 4- // 6 '4 7 -¢ 2q -S 4'// /0 -'4 8' -2 .5-'S 4f// 7-4 5 "7 3'/ 22'2 6g /O - 30 7- 9 8 7 4,-111 7.4 s'-7 3' / 3/ =-50' 7= 9 8 =/0 /2" /4" /5' 8" // -'6 4 // 6 ' 4 7' 4 Z6 "5 4' // 10.'4 8 =5 .5-'6 ' Q i 10 _,30' 8'O 8 =/O /2" 14' /2' e" /O - °5 4'-11 c, -1.4 7'7 24 -'S 4 =// 10'14 8'S 6='S '�%' // � 7'7 6 -O D/,4. - 7 /= o 'O 9 =/ l2" /4 /5,, 8., /z. =6 ,¢� // 6 -".<1f 7 -7 28 -'S 4 -// 10-"4 8'8 6 '6 4 =11 7' 7 5'// 3•/ 23'-/ . ,��� — s 8 78` /0'30' 8'8 9'7 /3" 15' 14` /2' 10 -"5 5; 7 6 -w4 8;3 .3o - '05 5 =7 /2i 4 92 6= "5 5 = -7 8'3 7'3 3'8 1 _ 8 '- 3 7'-3 3,8 24'// MY>,QT.4,P 3/' 6-0 8�8 9�8 /3" 16" /5' 12" /2 -'6 5 -7 6- ¢ B 3 30 -5 S- 7 /2 4 5 -•j 6 6 .5 7 I ' 9 32 -'S 5= 7 /2 - =4 4 9-' e 7 -'5S 5= 7 8' 9 SHELf SLOPE / " /�t/ /Z� 84' /O X 30' 9 =2 /0 =I /3` /.� I4` /2` /O 'S/ 5'7 7 ='4 8 �} ,9-9 7- 6 5- 7 6 -9 7'l/ ' 8 26'.9 - /3 /.� �5 ` /Z' /2 -'� 5'7 7 a~4 6 ' 9 32 -'S 5'7 /2 -'7 31'50 9 -Z /0 -2 • 9. /p /O'9 /4` /6' /4` /2" /�- S 5' 7 7-`'4 -9 3 ZG-6I 5 -7 }/2-'4 � lo-4 7 - =.5 5' 7 9 =5 7�// � =/0 28'-7 90 10 -30 7_ �4 9 = .5 26-� 15� 7 /2 -'"4 � /0 =5 7-`"6 S' 7 9 =5 7 =// /O 28'-7 ' - , _ , o- - P,PECAST CCII/l• • /3" /2 /2- G 5 - 7 B,4Sf(DOOT /Orl/.4L� // =3 /4" /�C►" /4` /2' / /•'S .5= 7 7 -'4 9 � // 28-'6 S - 7 /Z -'4 /D -/0 8_'S -5, 7 9,/1 7' /l /O 30 5 96 /O -30 /O 4 - _" _ 9' // 7' "// _ ' IO 30 � 5 :_�' o;�- P>L, I•D 3/.50' /0'41/1=4 14" /6' 15" /2'/3 -"6 5 =7 7 -4 9 -// 286iS -7 /2 -4 /O // 7 6 7 - ►� PI I I . 11-OS r4 /O = 7 32 -'r6 5 = 7 J2-'4 // = 5 /O -"4 5 - 7 /O - 7 7 // /0 32� .3 : -1 o I': /02• 10' 30" / / -O 1 / / -/O /5 /7 /4 /2 5 -7 7- 1p= 7 7' -1/ /0 2 -,3 ,.1: 15' /7' 15" /2' 14-`6 5=7 7_ =4 /p =7 32 -`6 S'7 /2 -'4 //-6 8_e6 .5 =7 3 / /O "30'// =6 /Z'4 15^ /7 /4' /2" /2 -"S 5' 7 5'5 //' / 36 -6 5 -7 /4-4 //-/I //- 4 5. 7 //-/ 7-// 3 -// 34 -/ O '6 /2 -,5 /5" 17' 15° /2 "14'6 5' 7 5- *•5 //V 36 -15 5'7 I4 --4 I /2'O 9"6 5' 7 /I' / 7' -// 3 =// "4 -/ Oc I - p 'ter:" _ :� o�: I- /gyp /0- 30'I2�8 /3 -6 /6 /8' / / 5 -'S /2 "3 42'6 .5_ /�I: 37.9 �: . p 4" 2., /3 -5 5- 7 ° °•�. ;i -_J :La .3/'50 12'8 13'7 /6" /g' /5 "" /2" 15- "6 .5 -7 5 -`S /2'3 42 6 5 7 /4 4 /3 -2 11-16 5 -7 /2'3 7�// 4 -/ _ 5'7 6 -',5 /3=5 50-'6 5 7 J6 -'4 /4 -3 /3 -'4 5 =7 /3 -`5 7'11 °�� •%.:, ...P;._,;.�.,. r�,;.> a i::� ►�: I32' /0- 30'/3 -/0 /4 8 4'2 4/'s 31,50 /3'/O 14'9 /7" 19` /5" /2` 16-'"6 5'7 6 - =.5 /3',5 50-'6 5= 7 /6 -'4 /4=4 /2 -'6 .5=7 /�',5 7-// - -- -- I- 17 - /O �- -Y 44 /0' 30' I�-,00 /5=/O /8' ZO /4' /2" /516 .5; 7 6-x.5 /4; 7 40=7 5" 7 16-V /5'S /4_'4 5, 7 /4' 7 �' -/1 4' 3 3/'50 1, S-11 /e ZO` /5 /2'' /7 -'6 5 -7 6 -5 /4 -7 -7 s=7 /6 4 /5 6 /3 6 5 7 /4 -7 42 2 • y -3 / 14! /O 4. j" STANDARD TYPE B PRECAST MANHOLE " -S 3' / 3 48 ' ' /s .F " 5/ "' 3' 3' -/ /6 - 24 N TO 48 (INCLUSIVE) -Pd "owes 8 ~TH /L'�E'JL,4,e /Y/ ll'X b ,°LACED 2 r 'LAP. OFBOTTO•!1 F.ICE ,Q/SE,Q X//111ET /V BE S/T IWN TYPE,4, !Y /Tif'OdT BAJE R/" ~8,4RS �- 'Z'B"s v� t 2 G2 or ,Bi4 J r� �J ' 0. i I a 1 ,R15ER S/1AFT TO BE' STD- M- N TYi°E A, W/TNOUT ,&A se ;T + ` �Z "S,,f .S` T4BLE G/VEs /PEOb. C/RC!/M• 1 -� v- 0 1w 72 TO 48" REDUCING SLAB 3' Bw ~B,�,es 3" �,� Ty• L'4� 24d FOR ALL �2 EQUAL AbTE: wHE,PF " Q.►n PLAN 'V5 x / 3 "//ODP SPACES E,vee0,41/,' e, ✓T s�EEV£ ADD L CTN X45 EO %�► SPACERS (9 15 "0.C. BE,vOLb••, ,�� ��.�'��rE °• ' QNDA D TYPE C MANHOLE 2TYP 4 - O 1 TES lX �l/OTE ,/LSDAPRL /fS TO 6 "7YP NZ/ "8,4,eS 54" TO 144" ( INCLUSIVE) 8 7-11le � sL,4a w/ 2 r ,PE /�(/F. Ri'.ICED 2'' L CL,P. OFBOTTOrt/F.4c'E 2 G2 4'B'4B,ees 72" TO 24" REDUCING SLAB SECTION G2 ,vorEs EL /.N /�t1,4TE Z x 4 �P.PEl.4J'T CtD•VE SECT10A1 MI TYPE .4 E B �1.4,1//1✓OLES LESS Ti�/A�l/ 9 DEED TD C,?O/Y,t/ OF , S'ElyEP. BEF0,2E ,QEDI/l /,C/G' 7 <GVT / pEPT,y DF 4 ' O,Q 6 'C /,PlUL.4,e �1.4.�/f1OL E .fECT /Oit1S, U.SE .PEDUC /,U6 SLAB o N C A L 0� Z �TYP fOP S'UPPD,?T /�t/6 ,4D✓IJST /�t/G BL OCAS ��� of W Q SHl�`'�� 2 iyJ,9A/.yOL E ,STEPS �O,QE NOT APEQU /SPED. a tiQ - 0 f PQEC•4ST I�EQT /C,4L .SECT /D�(/.S TD CO�t/FO,eW T� •4 .s' T.,/1. DE.S /st/.4T /OAl /2 B,4,PS CO.(/T,P.4CTO,P TO S!/BiY! /T DE�S /6��t/ D'W`�6/ SF. 'FAO'r?� ./SP'P�°E�CDS// i01L P . E gPPPO{/ED. o ' `F o c� C 76 Gis M J.0 , •t t ~8,4 s E U,4L sP.4cEs v SECTION �2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT SANITARY SEWER . MANHOLES f ALL ✓O /�l/TS TO BERT.4�F /LLED NA� �'� METROPOLITAN ENGINEERS 1(�4�"t � BROw+r AND CAIOWELL CAREY AND KRAMER 4 MILL AND INGMAN R.w BECK AND ASSOCIATES RECOMME ND�, ' / • APPROVED oul•NCO €L2_G.,46.C_ -- �Q // /// -- - 48 " TO 24" REDUCING SLAB DRAWN M.f.•.el +,e. c/�,- t►r•Revt D/ AS CONSTRUCTED For MotrevoltteR R.IR.er• cN[citag- p-a— (/ •UNITY[• __ <2- Rr• n Inosr- •fnpllten R iweBr. DATE DEC. 2411963 ` DAT[ FILE NUMBER 3NEET NUMKR DRAWING NUMBER MAY 1961 X200 _ 2 „ 48 _ IG 2 Fa Municipality of MotrevohteR Eeettle - _ -- Alf A4 ts 6 rEN 01,r# 04 DUTE,B HOOP RIAI!s COi(/C. f /LL. SLOPE / PE,P FT f&X/iY! ,4LL D/,PEC / ICAOV0 TD 1,41Y OF OUTLET �, p it METRO STANDARD STORM WATER INLET STRUCTURE TYPE I, U, III -CONC. SCALE: 3 /4" =11 -0 .yEr,�n .sra sTaeAlw,4rE,P IAIZ,rr, AeAVE' F COVE,2. SEE DWG. G 4 4CL,Q TYP. BLOC,eS /W TYPEI 6WLY .. i ice- iii ►�- - cowcQErE cwp -- L - -_ 41 0 r -- TOP SLAB FOR ALL TYPE I, II 8 M INLETS SCALE :3 /4" =1' -0 4 - 106 - OPE,V /it/G. EF / +8 \ .II 1 ti !� �L 46 0 4*EIrZ fr STORM WATER INLET SLAB REINFORCEMENT SCALE : 3/4 " =I'-O 2 *z x ' J, x 'r+i r A.t/GLE ,pws ti - TYP. s /DE OPENm6 -TYPE 27 o uLY rIZ-4 ro1Z DWG. G ATZD .SEE WT41L 4163 4W 01vE7�.' ,S 6 ., %' r DETAIL A G3 CO.VC+ F /LL . SLOPf / �PE,Pfr. N 0 SCAL E F,Rl t1 ALL D /,PELT /D.US TO A/y 0,-e 10 6 "E/i' w/TH 04f COP OFDUTLfr ,� / GY/TE,Q�YOo' el'V67 ourLEr �6 4 -O ,014. Ni 6 �1 METRO STANDARD STORM WATER INLET STRUCTURE TYPE I, H, M - CMP (MIN. IOGA.) 24~ SCALE :3/411 =1' -0 0PfN /NG J'EE DEr,4 /LS 8163 NZZ-,r Jl7Rl/CTU,PE �(� .4iU0 C1673 iV,ILL - CO,I/C' O,e el4lp — LTYPJ /DEOPE.I/ /.!/G TD 14/TE,PCEPT DlTC// 1!1 ffP7'S,4S,P!2V 'D. rYPfz7OR&Y PARTIAL PLAN -SIDE OPENING SCALE = 3/4 " =11 -0 *x /fB '418«/CwapmLr � 48 /D. CHIP y* n ✓`i � \ �C.4ST /•t/ /t%4L L, GJP —EG�E OFOPE�t/ /,(/G DETAIL G3 NO SCALE / FB. �� r Z Ip r0B,4,e- t�P y� s. �/ / /YA.S// 'ex o4L 4 L EDGE OFOPE,(/1&s DETAIL e G3 NO SCALE Le-6 OF Ait/6LE TO 41,411V71 1AI TYP. CL/�PB Ty /S IfflAl. 01S7",rF _ 1 ,S'ET /it/ Mt/C J7,r APYK 64 ° �•n 110 QEr,,4 /LS 01 ales /A/LET G,QATE,4SfZW Y rtIET,Fb sTD sroQM G 3 r_ ;� CDVE2. SEE .ILUUST/,UG BLOC,r FO,Q.4SPN•4L T/C Sl/QFACED STQEETs ONLY At At 4 o -o 4y - O "D /A+ �— TYPICAL SECTION THROUGH CURB STORM WATER INLET TYPE I SCALE: 1 1/2'= 1' -0 4 X4 0 F,4CE OF CU,PB _ EMBEDDED /'t/ CGGPB CRP ST�VCTU,PE ,4LL0!?�ED 74 lz� i L+ - -- - - -�j / L11 / \ -f--- PARTIAL PLAN 1 G3 SCALE 3/411=11-0 X V rZ*S - 14l2WUL S - /. C0A/CPETE IY,4LL SECT /O.t/S S//,4L L BE PEEP ,4. S rW DES1o0X 0r10A1 C 76 - CL,4S,S ZI -,41,4Z L ,4. Z. SLAB STEEL ,PE /rt/FO,PCY,IfEA/T S/i�,/LL BE GDEFO,?i!lED R. 4,QS /rV ,4CCD,QLL4it/CE /'Y /Tfi�A. S.T�I DZ-s16 1,4T/GW ,4905. STEEL SH./LL COrt/FD,P*` 7O.4 S. Tiy/. DES /G.U,4r/OAI 4 /S' X11, 4L L BE /.VTE,PrI/ED /.41E G,P,4DE. /% �� CLE,4,Q CDVE,P Sf/.4LL BE,Yl.9 /�t/T.4 /.t/ED. 3. e0R,P11(Y4TE0 WErAL P /PE r4lWR) JIi,4LL BE G.4L ✓.4�V /IED, .4.3'BEJ'TOS- BO.t/DED t` B /TU,f 1IOUs ZIA&D � e*0,4lED COMX -O,Qi AIS 7_0,4.,4S./,!0 RJR /O G.4. BL Oele SH,4LL eMle -PETE de XW1,0 L MMOO AF 702,4J77-W. . DES16A1,07 -10A1 CS.S, G,e,,90E,4. S �,FTA,P SH,4LL BE�IADEOF O,l,/EP,4,?T �,prL,4�/D CE�lEit/T E O�t/E E i4 ,y,4L F P,q,PT,S CLE,4,t/ .S,O.t/O• 6. C*0A1e'PETf SH,4L L BE 0,4 , 11XI PS/ eZWP,PESS1YF X7 PZ%1&,ri 1 � 28 0,4YS. TYPE II R7,21L,4i1/D CEiLIE�I/T J.,,4LL BE U.S'ED 7 104ST/C 404IR011WO XWZZ BE ✓C - 60 AS X1/PPL /ED `Y ,4TLA5 I1/.IE,e,4L Re001/CTS CD. 8. W"1101- E .STEPS 14,PE X107' ,QE4lL111"D 9 D /,PELT /O,U SIZE Of /.t/LET E° OUTLET P /PEJ' AV ff ,4,S .ShV W,<l I.C447 S AS CONSTRUCTED DATE DEC 2411963 STD. STD,P,N 1+1i,4TE,e /it/LET, Cl/,eB GFP•4T1A16r TYP. rmle I r-- --1 D /,PECr1oA1OF _ - F� °w — ';� cow"e O OPP. //"1D O,P BOTi'/ o/vZY or S /DE OPPOS/TE S /DES /F,PfG� O - p /SECT /O�t/ Of FLOff/ PLAN TyP. C!/,PB G,PADE TYf? GUTTE,e Ge40f PROFILE GRADING FOR CURB INLET TYPE I NO SCALE PLAN . Fr,PO STD. SrORR NOW /AvLE1 Fe•4i1lE E COW,,e • � � roP oFP,4v�us PROFILE GRADING FOR PAVING a YARD INLET TYPE II NO SCALE � P,�BABL f D /TCN /.t/I�E,QT LOC.4T /D.VJ' PLAN "r- Aw, ,eo sTo..rrOkW'r,4TE,e -1 {�E,PT /C,4L GP,4T /it/6.4T cm'r OPEC(( /�t/GS TO /,t/TE,PCEPT V,rChl IAIY2F,PTSAS ,PEQ D /lCH IAII PROFILE GRADING FOR DITCH INLET TYPE M NO SCALE oNCA °f wQSy'ti Fl o G/ ST T �o �W Fs E ��� NAL �Nv � n f + �i -7 -0 scoT III III Wj of h PLAN . Fr,PO STD. SrORR NOW /AvLE1 Fe•4i1lE E COW,,e • � � roP oFP,4v�us PROFILE GRADING FOR PAVING a YARD INLET TYPE II NO SCALE � P,�BABL f D /TCN /.t/I�E,QT LOC.4T /D.VJ' PLAN "r- Aw, ,eo sTo..rrOkW'r,4TE,e -1 {�E,PT /C,4L GP,4T /it/6.4T cm'r OPEC(( /�t/GS TO /,t/TE,PCEPT V,rChl IAIY2F,PTSAS ,PEQ D /lCH IAII PROFILE GRADING FOR DITCH INLET TYPE M NO SCALE oNCA °f wQSy'ti Fl o G/ ST T �o �W Fs E ��� NAL �Nv � n f + , NWA1,11"CM,,PEO LOC,C' PaS /T/ow - S' NI i I I .4 "LETTE,eS �11 METRO =� ire �- SEVVER- METRO STANDARD MANHOLE FRAME AND COVER SCALE: I' /2" =I' -0 / "f.4A/lHOR HOLE fO,P LADDER'. - CLE,4TS s/s i5H /GH fZ ,479A5E e' 2"Z0416 TYPE Loci' - EQ D 414 ",PiB.f PLAN UNDERSIDE OF STANDARD COVER SCALE 11/2 "= 1' -0 -- - - - - - -2syz oia_ - - - -- . • /�i'1C/�7� //�/E� / s _ SU,Qf.4CE —/ SEGMEA/TS &W-,PE C.4M LOC,eS i4�PE A/OT PL,4CE0) �- / �s �( /it/ Ti'/PEE sEG�YIEit/TS /YHE,QE 2 CAM L OC,e, r ,4,QE PL,4CE0� G4 - it/OTES It SECTION THROUGH STANDARD COVER I. C,�sT /�t/GS SHALL BEG/ST STEEL ,4ST..I�!Qf,S /6�l/,4T /O.(/ SCALE: 3 "= I' -0 4 -27 6P-4,0E70-.f6 2 - -o' DES1SA64T 10.1.4 - .fJ9, 2. STEEL COMPoAexlrS S//ALL BE S'T,PC/CTL/,P,4L G,2,40E - - .4S rAl DES /CXW1' 0A/ .4- 7 -- .l 1XMIC,47'1011 -�' IYO"W,,4it/,.MIR XA10E /Y/TfiH A. /.S: C ''SPEe 4 /YELD /AU6 X11,4ZL CO,VfORAf TO "CODE coe.4,AC /NELD/A/G PAO /A/ BU /L O /i(/G Ct7i(/ MAeT /OAI , SE'CT/OW 4, &0,P,eW,0A1- I� — 0 I S// /P, AtiIE,Q /C,4A/ NZ OIAIS SOC/ETy SPECS. �S. ALL f,48R1C.4TE0 STEEL /TE -1J' SIY.4LL BE "L"AllZED �p /,e /4X r4 4 -.CBS E ,4-, 15 ,4FTEQ METRO STANDARD STORM WATER ! CD�lPLETE .4SSE,NBLY � f.4B,P /C.4T /O�(/. �� 6. 6 "STO. xAe41, -rs r zz BE USEDE,r'CEPT ow41, ,7,,4.HE INLET GRATING _ (TYPE I a II INLETS) JW,,4LL BE 9 "111Gh' -' P,PESJ. ocr.4.wz- S!/.4LL BE NO SCALE P,QESJ'U,QE TYPE. ./LL CO!/E,QS �S'hi1lL BE ST.4•C/D.4,P0 ,;, X - y` ",PUBBE�P ,4j ' TYPE As lrhvVY.I/ T,4P f O,e 4a Ewvlze .STI/O - 12 ,eza,,6 METRO STANDARD MANHOLE FRAME AND COVER PRESSURE TYPE SCALE; 3" = 1' -0 Z7 ",01,4. 25 2 "D/,4. -- CLEXTS 2" FO,P LADDE,Q Ilk i HOLE - , 5-fe"f//it/E BOTH \� BE,4,Q /,VG Sl/,PFiICES - \`i � � a� Az /WEB �p STQ A!h! f,e.4,w i N SECTION G4 NO SCALE CLEATS owl, "��Ei�f,POlAP �7-7��� /IdLEF'OR STEEL / �Ci�TTE,P .o /•V E// SECTION 2 G4 NO SCALE IQ ►� 2' 0" - - - - - -- - '/4" 2�- D" a \ 2 -O - - -- METRO STANDARD STORM WATER INLET FRAME (TYPE I a II INLETS) Z, O' NO SCALE lel'a 110 M&L / STUDS a s a 1 24 "0 %4. ,4"�0L1,xr1, /6 H.I�t/OLE- TYR y� AS CONSTRUCTED DATE DEC 24,1963 �a r !� W S'S \oQ CUrQB OPEN /�t/G A4x /?FB• a 4.4 ►�B L L-f* VI _ Z L r� L METRO STANDARD STORM WATER INLET CURB GRATING (TYPE I INLET ONLY) SCALE : I' /2"= 1' -0 W IX/LET f'; e1CTl/,PEA44LL - - /. 4 * . .� . ti a la _ Nil- lel'a 110 M&L / STUDS a s a 1 24 "0 %4. ,4"�0L1,xr1, /6 H.I�t/OLE- TYR y� AS CONSTRUCTED DATE DEC 24,1963 �a r !� W S'S \oQ CUrQB OPEN /�t/G A4x /?FB• a 4.4 ►�B L L-f* VI _ Z L r� L METRO STANDARD STORM WATER INLET CURB GRATING (TYPE I INLET ONLY) SCALE : I' /2"= 1' -0 A2 " 4 B,4,PS METRO STANDARD STORM WATER INLET VERTICAL GRATING (TYPE M INLET ONLY) SCALE: 3 "= I' -0 p,r/avot spl /CE 2 "TYP s X d X fit" 14AISLE RIMS f� 4i 4" METRO STANDARD STORM WATER INLET TOP GRATING (TYPE M INLET ONLY) t�44 SCALE : 3/4" =I' -0 N CALD� J� of wasti� F 4m 0 W ell GIS T AL W IX/LET f'; e1CTl/,PEA44LL '� QQ /LL ALTE�P�t/.�ITf.fP.�R'�S ro,P ' BOLTS - e,- #RoA/Ly o� ?� 2� TYP. D /TCH iX/rE�PT A2 " 4 B,4,PS METRO STANDARD STORM WATER INLET VERTICAL GRATING (TYPE M INLET ONLY) SCALE: 3 "= I' -0 p,r/avot spl /CE 2 "TYP s X d X fit" 14AISLE RIMS f� 4i 4" METRO STANDARD STORM WATER INLET TOP GRATING (TYPE M INLET ONLY) t�44 SCALE : 3/4" =I' -0 N CALD� J� of wasti� F 4m 0 W ell GIS T AL GENERAL STRUCTURAL NOTES e5 STRUCTURAL DESIGN Sl 17,616N CODE DES($# IS /N ACCORDANCE WIT# THE LATEST E/OITION OF THE U,1I/F02M RUILD/M6 GOOF EXCEPT W11E2E OrHE2 APPLICABLE CODES OR THE F0LLOW1A(6 NOTES ARE MORE RESTRICT /VE_ S DfS768 LIVE LOADS_ A. FLOOR AREAS: (1) 0PE2AT/N6 FLOORS (FLOORS ON 010 MACHINERIES MAY BE DISAr(EMRL ED) - /60 PSF (2) EN61NE Room - 2 SU PSF (3) SIDE WALKS - 250 PSF (4) AVLOA13IN6 AREAS - 2% TON 7ZUC,r OR /00 PSF (S) OTHEe AREAS - /AD PSF -B. 6RAT14'6S, CNECAERFD PLATES, AND HATCHES - SAME LOADING AS ADJACENT HODA AREAS_ C_ STA IRS - l00 PSF D. RooF - 25 PSF C6 E. W /NlO /S PSF F. CRANE SYSTEM - IN ACCORDANCE WIT# 4150 SECT. 10 (C) e (D) C7 6_ SEISMIC LOADIV6 - ZOA/E IT S3 GIVE LOAD $16 LIVE LOAD S16NS SNAIL BE PQOVIDEO W AREAS WERE 7ME LIVE LOADS #AVE BEEN SPECIFICALLY NOTED ON THE DRAW/N65, SIGNS SHALL BE As REQuliev) IN rHE SPEC /F /CAT /OWS. S4 CONSTRUCTION J0bVrs. LOC4 710NS OF ALL CONSrR.UCr /DN .101V-S SHALL NAVE T& APPROVAL OF C8 THE EN6 1NEEQ. 11V WATERTIGHT STRUCTURESt PVC WATERST•oPS GALL BE PROVIDED /N T/YE e"STRUCrioN JO/Nrs. CONSrRUCT/ON JOINTS SHALL BE AS DETA /LED ON THE DRAW /NUS, C9 C/0 STEEL e// S51 BODES ANp ShECtF/CATtO/YS. STEEL CONSTRUCT /0N SHALL CONFORM To TIME SPEUFICATION AN/D STANDARDS AS LaNrA /N /N THE LATEST EDITION OF THE A /SC STEEL CONSTZOCTIO/V MANUAL- C/2 SS2 MATERIAL_ ALL STRUCTUeAL SHAPES, SARS? PLATES, AA(ID SfIEETS INDICATED ON THE /DRAW1,V6 SMALL ISE STEEL MEEP1,161 ASTM A-7 SPECIFICATIONS. SS3- WELDINd- _ALL WFUMV6 SHALL CONFORM TO A -W S. CODE FOR AEC AID CAS WELD196 /N BLDG. ,CONSTRUCT /O 954 ENCASED STEEL. STEEL COMPLETELY ENCASED /N COA/CRETG SHALL NOT BE 644VMIZED 04 C13 PAINTED AND SHALL 11AVE A CLEAN SURFACE FOR BONDING CONCRETE WHEN /r IS CAST SSS PA /NTIA(G_ ST`RUCrVR41_ STEEL SHALL ICE PAINTED IN ACCORDANCE WITY SPEUF/CAr/On(S. C/4 ALUMINUM A 1 !; fC /F1CAT/OA(S AND COAEL ALUMINUM CoMfr OCT /ON SHALL BE IN ACCDRDAMCE W/TN 4SCE "S 9E0F/C47-10419 F02 STRUCTURES OF ALUM /NUM ALLOY 6061-76 CIS AAFEK K4,61 E CODE- 44WCRE7F CONSTRUCT /DN : *4 LL 60NA0ZAf TD Thy LATEST Ela/770N OF 7 E AC I , 411LDIA16 CODE (AC/- 3/B). RE-STL QfTA /LS_ ALL DETA /L1/V4, mse /CAI /dN AND ERECTloA, OF.QEINFOQCIN6 RA,¢S� UNLESS OrNE2W /SE NOTED, SMALL ISE /N ACCORDANCE WITH M4N04L OF - D"UDAQD PR4C7'10E FOZ 0,fr4/L /NB REINFORCE/D COA/CRETC STRUGTUQES AC/ -&/S LATEST' ED /T /0M DES 16N 1 FR ESSES_ A. CONCRETE, 3,OX PS/ UL7'MArE COMPRESS /VE STRESS A7 28 /SAYS. 8. RE/NFOR01V6 STEEL (l) TENSION DOE TO FL ENURE, WrFRMED /ATE GRADE - 20, 000 PSI �2) COLUMN k6tVFORC /N6 /NrE9446D 1ATE 4RADE - 16, 000 PS/ (3) COLUMN ZE /NFORC /Nd, IIARD l,C4 0E - :0,000 P51 CONCRETE COYER. CoNCQETE COVER 'role RE /NfORC /N6 BARS SHALL 6E AS FOLLOWS WITH MINIMUM (OVER OF ONE ,649 DIAMETER . A. CONCRETE CAST A641NSl aR00A/0 -3" B. COwILEr6 TO &E /N CONTACT WI TN SEWA4E - 24 C. CONCRETE ON 6(rER /0,2 FACE OF FX rE2 /0R WALL - 2'y D. 60A(4RE7E TO BE IN CO*TAC7 W/TN 6ZOUN0� W.CA Tt /EQ, OQ - CLEAN WATER . (/) AT A495 6RE4 TER TfIA N A'S - 2" (2) AT BARS kS Ore LESS - / %2" jE. CONCRETE NOT TO Af EX�SED TO ACOUND, WEAT,S(ER, OQ CLEAN WATER. (1) BEAMS AND COLUMNS - 1 %" (2) SLABS, JOISTS, AND WALLS - Y¢' MI#IMUA4 QE 1NF09C4MENT. C0A1,CQETE 60A1S7,0007'10N SHALL RE REINFORCED 0MCfETE Ferpr X111 RE PL,41N 041aETE (P10) IS CALLED OUT ON THE ORAWIN6S IN WHICH CASE NO 2EINFORCEMEA17' W4 LL bE USED. CONCRE r rh/AT /s" No r bE S/GA/A TE0 P1C AND /I',�s No Z1A1A0RC6U51 I r INDICA TEL SHALL BE kE /NFORCED PER ACI 3 /B AND r#,t- FOLLOW /N6 SCHEDULES_ STEEL FOP, REINFORCED CONCRETE WILLS WALL Rf/NFORCEMENT EACH WAY 77116 MESS SIZE SPAc/N6 PoSITiON it 14 12" ON � d" 4 /0� ONE 10'' 4 /4, EF 12" 4 /3`` EF i4 v S l7" EF to S /6'` EF I8" S IS'' EF LaOWELS- REWNFORCIN6 6AQS USED AS DOWELS SHALL 6E THE SAME S/ZE AND SPAC/N6 AS gAES WIT# WH/CN TNEV ARE LAPPED, 54C SPLICES_ UE,er/CAL RE1NFOR41,V6 BAR SPLICES /IV COLUMNS SHALL NAVE AT LEAST 20 ,4A,2 DIAMETER LAP) ALL Or&/L 6A2 SPLICES Sq,4LL BE LAPPED AT LEAST 24 SAR DIAMETERS. THE LEN6r# D,c LAIC SPLICE OF BARS 0,c D✓FFEQENT D14446TEA SHALL BE BASED oN THE LA26E,e DIAMETER. 1349 SPLICES MAY ALSO BE MADE V WEL13l816 /N ACCORDANCE W/TN THE DETAILS FOP. QE -STL SPLICE AVID WIT# SPEC/PICAT /OHS. WER /CTED BAR ANCNo A6E= IN CASES WHERE RE/NFO,eC/N6 BARS CANNoT BE Ei(TE/VDED AS FAR AS REQUIRED DUE TO THE LIMITED E�I7-E,17' OF THE 411/ACENr CONCRETE STQUC7U2E) TYE BARS SHALL EXTEND AS FAR AS POSS 1134E AND END /N STANDARD h/00KS_ STAND RD flQ4KS_ GARY ENOIN6 IN 2 1667" 4416L 6 BEND S 02 #OOAT S'W4 LL CONFOR M 7D TfIE QE0u12E4lE,VTS OF AC/ FOR NOOKS. BENT UP NO'.' MRS- AENT UP TRUSS BARS /N REINFORCED CONCRETE 041-4 ,9E ,BENr Tf/,e00,6,q AN ANUL E OF 4S'.' SLOPI,Y6 am wNOL/TN /C SLABS wl-rY TOPS ThIAT ARE 20PED SI/,4LL NAVE BOTIOMr SLOPED TNL SAME AMOUNT MA/NTA/NIN6 A ON /FORM SLAS rHiC,C1NEss_ "0411VO SUP809TE0 -SLA85. CONCZErE SL43S SL/PPORTED BYVOUND SHALL BE 4" TN/C/C,eE/NFORCED WITH 6 x L- Ialio WWF AT MID -DFP7N Of SLAB AND (DOWELLED ALON6 THE ED6E OF SLAB TO ALL ADJACENT WALLS, COLUMNS, AjV4 FOUNDATIONS W17H ,d3 d 15" THAT LAP /' -O" W/Thq WINE AND EXTEND INTO WALLS) COLUMNS, AND FOUNDATIONS AT LEAST 94; IF SLAB IS DES16NArLeD AS "R0477N4 SLAV O)V DRAWINGS, OMIT DOWELS ACID SUAST /TVTE 5YB` TN /Ck PkEMOLDED JOIA(T F/LLF2 TO ISOLATE 7'9E SLAB AeOM CONTACT WIT# THE STRUCTURE ALONG ITS PERIMETCk , f(AA EXCEPT AS OVERW /SE REQUIRE/, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314 "CHAMFERS. RE- EAITQANT CORNERS SIML.L NOT NAVE FILLETS. ANZOR BOLTS_ USE OF AAICNOR BOLTS tHALL SE 6OVERAIED SY THE FOLLOW/N6 TABLE BOLT D /AMETF,� Sig4 �¢ "'' IN /44F MIA, EMBEDMENT Al 4" 4" s„ G" 7, 8 y 4" STRUCTOR A L CONC. ALLOWABLE SHEA9 7504 1000 tt 1500-d 2XO0d 2500 3600d 35004 ALL BOLTS SHALL 13E HOT 01PPEO 6ALV41V1ZED UNLESS OTHERWISE NOTED. EMBEDMENT LEN6TH Fog 6OL7S /N TENSION SHALL BE DETERMINED &V TILE EN-6/VEER. FUTURE CONSTRUCT'10/V_ WHERE DRAW1,d6S /NOICATE ''P,QOVIDE FUk FUTURE coHSTQUCr /ON TfIE STRUCTURE SHALL TERM /NArE W/Tfl TfIE TVP/CAL CON. rTkUCTIOA( JOINTS AS AETWLEO. REIANFOQCIN6 BARS RUMVIA(6 /N TfIE DIRECT 108/ OF FUTURE CONSTRUCTION, INCLUDING 770SE BENT OFF AT 7'#,r- FACE OF THE STRUCTURE WHERE IT /S TO 8E EXTENDED IN THE FUTURE? SHALL BE DOWELED AS 00WN OH T,SIE TYPICAL /DETAIL I)a,4WIA16, WALLS AND SL485 SHALL 114VE DOWELS PLACED 0 AS TO A441A(rA/N rNE SAME D✓STAiVC,E FROM THE CENTER OF Tf/E DOWEL TO THE SURFACE OF THE WALL OQ SLAB AS rNE C0Z9E5Pi0ND11YC /(STANCE REQUIRED Fog THE REINFORCING BAR WITH WHICH THE DOWELS ARE LAPPED. S Y M B 0 L S WORK TO BE DONE 30" R C SE WER , SIZE 8 MA TER/A L or,-M. H. 2 MANHOLE DESIGNATION Ei STATIONING STA. 8 +20.6 ' cI -S 7A. 1/0 * 40 STA.112+43 CONCRETE ENCASEMEN r OR ENCASE- MENT PIPE 61 STAT ION ING EXISTING WORK GENERAL 61 SCOPE THE NOTES AMC DETAILS ON TN /S SHEET ARE 6ENERAL AND APPLY To THE EN71RE PROJECT _ tt o EXCCEPT WHERE THERE ARE SPECIFIC /NDICAT/oNS TO THE CONTRARY. ❑ 62 AP L /CA8LE,SPEC /RCATIONS AND CODES. CONSTRUCTION SHALL BE Al ACCORDANCE WITH THE LATEST C2 + EDITION OF THE 0N1Foa44 BUILD /N6 CODE EXCEPT WHERE OTHER APPLICABLE CODES Olt THE FOLLOWIN6 ■ WATER METER BOX NOTES ARE MORE RESTRICTIVE_ VA L V E 63 ALTERNATIVE DE5I6NS, THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE TIfE PQ/0R/TY C3 TELEPHONE CONDUIT 4ES16v- NOWEVE,R, ALTERNATIVE SYSTEMS AND DETAILS MAY RE USED IF rHE CD,VTRACro,e SUBMITS ELECTRICAL CONDUIT • U. P. PLANS WITH 5085TANTIAT /N6 CALCOLATIOV5 AA0 TEST DATA 79Ar ARE ACCEPTED BY rHE ELECTRICAL) 1#6/VIER. 64 DIMENSIONS. STRUCTURAL ,DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OQ ELECTRICAL EQuIPMEIVT SHALL SE VtRIFIED BY THE CO,VTRACToR PR/ok TD CoNsr2vc7-loAl_ 65 PROI16100 FOR EQUIPMENT: MECNAN /CAL AND ELECr2/CAL EQUIPMENT SUPPORTS, AYCRORAOES .OPENINGS, RECESSES AND REPEALS NOT SHOWN ON THE STRUCTURAL De4W/N6S BUT REQUIRED BV C4 OTHER CONTRACT DRAWIA165, SHALL ,86 PROVIDED FOR PRIOR To CAST/N6 CONCRETE_ 166 CONSTRUCT /0N LOADS_ STRUCTURES NAVE BEEN DEP6NE0 FOQ OPER470NAL LOADS ON THE COMPLETE6 STRUCTURES; LVRIN4 CO3VSTRUC7'1o1V, THE STRUCTURES SHALL BE PROTECTED 8Y BaAUNG AND 8ACAA(0A(6 WNEREV,6k EXCESSIVE CONSTRUCT /ON LOADS MAY OICC4I2. 67 DQA /N466 SURFACES_ INHERE SURFACES ARE TO RE SLOPED FOR DRA/N,46E THEY SHALL BE GRADED AT 44" PER FOOT 077LIZ/N6 A TOPP /N6, AS DETAILED ON THE DRAW /N69_ 69 FLOOZ IRA /NS. SEE ARCHITECTURAL AND MECHANICAL 612AW /N65 FOR LOCATION AND SIZES_ DETAILS ARE SHOWN IN THE TYPICAL IJETA/LS. e5 STRUCTURAL DESIGN Sl 17,616N CODE DES($# IS /N ACCORDANCE WIT# THE LATEST E/OITION OF THE U,1I/F02M RUILD/M6 GOOF EXCEPT W11E2E OrHE2 APPLICABLE CODES OR THE F0LLOW1A(6 NOTES ARE MORE RESTRICT /VE_ S DfS768 LIVE LOADS_ A. FLOOR AREAS: (1) 0PE2AT/N6 FLOORS (FLOORS ON 010 MACHINERIES MAY BE DISAr(EMRL ED) - /60 PSF (2) EN61NE Room - 2 SU PSF (3) SIDE WALKS - 250 PSF (4) AVLOA13IN6 AREAS - 2% TON 7ZUC,r OR /00 PSF (S) OTHEe AREAS - /AD PSF -B. 6RAT14'6S, CNECAERFD PLATES, AND HATCHES - SAME LOADING AS ADJACENT HODA AREAS_ C_ STA IRS - l00 PSF D. RooF - 25 PSF C6 E. W /NlO /S PSF F. CRANE SYSTEM - IN ACCORDANCE WIT# 4150 SECT. 10 (C) e (D) C7 6_ SEISMIC LOADIV6 - ZOA/E IT S3 GIVE LOAD $16 LIVE LOAD S16NS SNAIL BE PQOVIDEO W AREAS WERE 7ME LIVE LOADS #AVE BEEN SPECIFICALLY NOTED ON THE DRAW/N65, SIGNS SHALL BE As REQuliev) IN rHE SPEC /F /CAT /OWS. S4 CONSTRUCTION J0bVrs. LOC4 710NS OF ALL CONSrR.UCr /DN .101V-S SHALL NAVE T& APPROVAL OF C8 THE EN6 1NEEQ. 11V WATERTIGHT STRUCTURESt PVC WATERST•oPS GALL BE PROVIDED /N T/YE e"STRUCrioN JO/Nrs. CONSrRUCT/ON JOINTS SHALL BE AS DETA /LED ON THE DRAW /NUS, C9 C/0 STEEL e// S51 BODES ANp ShECtF/CATtO/YS. STEEL CONSTRUCT /0N SHALL CONFORM To TIME SPEUFICATION AN/D STANDARDS AS LaNrA /N /N THE LATEST EDITION OF THE A /SC STEEL CONSTZOCTIO/V MANUAL- C/2 SS2 MATERIAL_ ALL STRUCTUeAL SHAPES, SARS? PLATES, AA(ID SfIEETS INDICATED ON THE /DRAW1,V6 SMALL ISE STEEL MEEP1,161 ASTM A-7 SPECIFICATIONS. SS3- WELDINd- _ALL WFUMV6 SHALL CONFORM TO A -W S. CODE FOR AEC AID CAS WELD196 /N BLDG. ,CONSTRUCT /O 954 ENCASED STEEL. STEEL COMPLETELY ENCASED /N COA/CRETG SHALL NOT BE 644VMIZED 04 C13 PAINTED AND SHALL 11AVE A CLEAN SURFACE FOR BONDING CONCRETE WHEN /r IS CAST SSS PA /NTIA(G_ ST`RUCrVR41_ STEEL SHALL ICE PAINTED IN ACCORDANCE WITY SPEUF/CAr/On(S. C/4 ALUMINUM A 1 !; fC /F1CAT/OA(S AND COAEL ALUMINUM CoMfr OCT /ON SHALL BE IN ACCDRDAMCE W/TN 4SCE "S 9E0F/C47-10419 F02 STRUCTURES OF ALUM /NUM ALLOY 6061-76 CIS AAFEK K4,61 E CODE- 44WCRE7F CONSTRUCT /DN : *4 LL 60NA0ZAf TD Thy LATEST Ela/770N OF 7 E AC I , 411LDIA16 CODE (AC/- 3/B). RE-STL QfTA /LS_ ALL DETA /L1/V4, mse /CAI /dN AND ERECTloA, OF.QEINFOQCIN6 RA,¢S� UNLESS OrNE2W /SE NOTED, SMALL ISE /N ACCORDANCE WITH M4N04L OF - D"UDAQD PR4C7'10E FOZ 0,fr4/L /NB REINFORCE/D COA/CRETC STRUGTUQES AC/ -&/S LATEST' ED /T /0M DES 16N 1 FR ESSES_ A. CONCRETE, 3,OX PS/ UL7'MArE COMPRESS /VE STRESS A7 28 /SAYS. 8. RE/NFOR01V6 STEEL (l) TENSION DOE TO FL ENURE, WrFRMED /ATE GRADE - 20, 000 PSI �2) COLUMN k6tVFORC /N6 /NrE9446D 1ATE 4RADE - 16, 000 PS/ (3) COLUMN ZE /NFORC /Nd, IIARD l,C4 0E - :0,000 P51 CONCRETE COYER. CoNCQETE COVER 'role RE /NfORC /N6 BARS SHALL 6E AS FOLLOWS WITH MINIMUM (OVER OF ONE ,649 DIAMETER . A. CONCRETE CAST A641NSl aR00A/0 -3" B. COwILEr6 TO &E /N CONTACT WI TN SEWA4E - 24 C. CONCRETE ON 6(rER /0,2 FACE OF FX rE2 /0R WALL - 2'y D. 60A(4RE7E TO BE IN CO*TAC7 W/TN 6ZOUN0� W.CA Tt /EQ, OQ - CLEAN WATER . (/) AT A495 6RE4 TER TfIA N A'S - 2" (2) AT BARS kS Ore LESS - / %2" jE. CONCRETE NOT TO Af EX�SED TO ACOUND, WEAT,S(ER, OQ CLEAN WATER. (1) BEAMS AND COLUMNS - 1 %" (2) SLABS, JOISTS, AND WALLS - Y¢' MI#IMUA4 QE 1NF09C4MENT. C0A1,CQETE 60A1S7,0007'10N SHALL RE REINFORCED 0MCfETE Ferpr X111 RE PL,41N 041aETE (P10) IS CALLED OUT ON THE ORAWIN6S IN WHICH CASE NO 2EINFORCEMEA17' W4 LL bE USED. CONCRE r rh/AT /s" No r bE S/GA/A TE0 P1C AND /I',�s No Z1A1A0RC6U51 I r INDICA TEL SHALL BE kE /NFORCED PER ACI 3 /B AND r#,t- FOLLOW /N6 SCHEDULES_ STEEL FOP, REINFORCED CONCRETE WILLS WALL Rf/NFORCEMENT EACH WAY 77116 MESS SIZE SPAc/N6 PoSITiON it 14 12" ON � d" 4 /0� ONE 10'' 4 /4, EF 12" 4 /3`` EF i4 v S l7" EF to S /6'` EF I8" S IS'' EF LaOWELS- REWNFORCIN6 6AQS USED AS DOWELS SHALL 6E THE SAME S/ZE AND SPAC/N6 AS gAES WIT# WH/CN TNEV ARE LAPPED, 54C SPLICES_ UE,er/CAL RE1NFOR41,V6 BAR SPLICES /IV COLUMNS SHALL NAVE AT LEAST 20 ,4A,2 DIAMETER LAP) ALL Or&/L 6A2 SPLICES Sq,4LL BE LAPPED AT LEAST 24 SAR DIAMETERS. THE LEN6r# D,c LAIC SPLICE OF BARS 0,c D✓FFEQENT D14446TEA SHALL BE BASED oN THE LA26E,e DIAMETER. 1349 SPLICES MAY ALSO BE MADE V WEL13l816 /N ACCORDANCE W/TN THE DETAILS FOP. QE -STL SPLICE AVID WIT# SPEC/PICAT /OHS. WER /CTED BAR ANCNo A6E= IN CASES WHERE RE/NFO,eC/N6 BARS CANNoT BE Ei(TE/VDED AS FAR AS REQUIRED DUE TO THE LIMITED E�I7-E,17' OF THE 411/ACENr CONCRETE STQUC7U2E) TYE BARS SHALL EXTEND AS FAR AS POSS 1134E AND END /N STANDARD h/00KS_ STAND RD flQ4KS_ GARY ENOIN6 IN 2 1667" 4416L 6 BEND S 02 #OOAT S'W4 LL CONFOR M 7D TfIE QE0u12E4lE,VTS OF AC/ FOR NOOKS. BENT UP NO'.' MRS- AENT UP TRUSS BARS /N REINFORCED CONCRETE 041-4 ,9E ,BENr Tf/,e00,6,q AN ANUL E OF 4S'.' SLOPI,Y6 am wNOL/TN /C SLABS wl-rY TOPS ThIAT ARE 20PED SI/,4LL NAVE BOTIOMr SLOPED TNL SAME AMOUNT MA/NTA/NIN6 A ON /FORM SLAS rHiC,C1NEss_ "0411VO SUP809TE0 -SLA85. CONCZErE SL43S SL/PPORTED BYVOUND SHALL BE 4" TN/C/C,eE/NFORCED WITH 6 x L- Ialio WWF AT MID -DFP7N Of SLAB AND (DOWELLED ALON6 THE ED6E OF SLAB TO ALL ADJACENT WALLS, COLUMNS, AjV4 FOUNDATIONS W17H ,d3 d 15" THAT LAP /' -O" W/Thq WINE AND EXTEND INTO WALLS) COLUMNS, AND FOUNDATIONS AT LEAST 94; IF SLAB IS DES16NArLeD AS "R0477N4 SLAV O)V DRAWINGS, OMIT DOWELS ACID SUAST /TVTE 5YB` TN /Ck PkEMOLDED JOIA(T F/LLF2 TO ISOLATE 7'9E SLAB AeOM CONTACT WIT# THE STRUCTURE ALONG ITS PERIMETCk , f(AA EXCEPT AS OVERW /SE REQUIRE/, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314 "CHAMFERS. RE- EAITQANT CORNERS SIML.L NOT NAVE FILLETS. ANZOR BOLTS_ USE OF AAICNOR BOLTS tHALL SE 6OVERAIED SY THE FOLLOW/N6 TABLE BOLT D /AMETF,� Sig4 �¢ "'' IN /44F MIA, EMBEDMENT Al 4" 4" s„ G" 7, 8 y 4" STRUCTOR A L CONC. ALLOWABLE SHEA9 7504 1000 tt 1500-d 2XO0d 2500 3600d 35004 ALL BOLTS SHALL 13E HOT 01PPEO 6ALV41V1ZED UNLESS OTHERWISE NOTED. EMBEDMENT LEN6TH Fog 6OL7S /N TENSION SHALL BE DETERMINED &V TILE EN-6/VEER. FUTURE CONSTRUCT'10/V_ WHERE DRAW1,d6S /NOICATE ''P,QOVIDE FUk FUTURE coHSTQUCr /ON TfIE STRUCTURE SHALL TERM /NArE W/Tfl TfIE TVP/CAL CON. rTkUCTIOA( JOINTS AS AETWLEO. REIANFOQCIN6 BARS RUMVIA(6 /N TfIE DIRECT 108/ OF FUTURE CONSTRUCTION, INCLUDING 770SE BENT OFF AT 7'#,r- FACE OF THE STRUCTURE WHERE IT /S TO 8E EXTENDED IN THE FUTURE? SHALL BE DOWELED AS 00WN OH T,SIE TYPICAL /DETAIL I)a,4WIA16, WALLS AND SL485 SHALL 114VE DOWELS PLACED 0 AS TO A441A(rA/N rNE SAME D✓STAiVC,E FROM THE CENTER OF Tf/E DOWEL TO THE SURFACE OF THE WALL OQ SLAB AS rNE C0Z9E5Pi0ND11YC /(STANCE REQUIRED Fog THE REINFORCING BAR WITH WHICH THE DOWELS ARE LAPPED. S Y M B 0 L S WORK TO BE DONE 30" R C SE WER , SIZE 8 MA TER/A L or,-M. H. 2 MANHOLE DESIGNATION Ei STATIONING STA. 8 +20.6 ' cI -S 7A. 1/0 * 40 STA.112+43 CONCRETE ENCASEMEN r OR ENCASE- MENT PIPE 61 STAT ION ING EXISTING WORK 0---< GUY WIRE 20' -I8 "X 24" CUL VER T - L ENG TH, NUMBER, SIZE AND C. M. P. A_ MA T ER/A L (HEADWALLS IF - -__ --- APPLICABLE) CURB AND GUT TER CONCRETE PAVEMENT x -x G P� °F wASy/ Q o Fss/is T I9' ANAL AS CONSTRUCTED DATE DEL. 24,1963 I.) ®8 C) EDGE OF PAVEMENT (ASPHALTIC) EDGE OF TRAVEL ED WAY(UNSURFACED) RAILROAD-SINGLE TRACK RAILROAD-DOUBLE TRACK FENCE - WIRE DECIDUOUS TREE E VER GREEN TREE SOIL BORING Q DESIGNATION ROCK RIVER OR CREED N CAL Du, QJ of WASH�2 o •� cam, < tiA O A9 O F�s T E '�V\�' NAL SANI TAR Y SEWER B SIZE MANHOLE SD 24� STORM DRAIN B SIZE o INL E T ❑ CATCH BASIN W 4 WATER LINE B SIZE + FIRE HYDRANT ■ WATER METER BOX 0 VA L V E G 2% GAS L INE B SIZE T TELEPHONE CONDUIT E ELECTRICAL CONDUIT • U. P. UTIL / T Y POLE (TEL EPHONE OR ELECTRICAL) 0---< GUY WIRE 20' -I8 "X 24" CUL VER T - L ENG TH, NUMBER, SIZE AND C. M. P. A_ MA T ER/A L (HEADWALLS IF - -__ --- APPLICABLE) CURB AND GUT TER CONCRETE PAVEMENT x -x G P� °F wASy/ Q o Fss/is T I9' ANAL AS CONSTRUCTED DATE DEL. 24,1963 I.) ®8 C) EDGE OF PAVEMENT (ASPHALTIC) EDGE OF TRAVEL ED WAY(UNSURFACED) RAILROAD-SINGLE TRACK RAILROAD-DOUBLE TRACK FENCE - WIRE DECIDUOUS TREE E VER GREEN TREE SOIL BORING Q DESIGNATION ROCK RIVER OR CREED N CAL Du, QJ of WASH�2 o •� cam, < tiA O A9 O F�s T E '�V\�' NAL 24-D TYP. 0 0 CORNER 13AR ° ALLOWED- IN UEU $ENT LONGIT ALTERNATE f5ENDS 'I M EQUAL 1'- 9 MAX. R / C WALL INTERSECTIONS a ENDS VA EQUAL. • • is - � • ° o , 1�8 ° ,.. \ •, r d BEAM 8r SLAB KEY VAR WATER STOP VA CONST. JOINTS vA VERTICAL CONST. JOINTS IN WALLS 1 PREMOULDE JOINT FILLER VA TYPICAL EXPANS -ION JOINTS PEDESTAL SHALL BE bF TY PE SHAPE RECOM MEN OED • BY EQUIP. MFR 4 APPROVED THIS AREA TO BE PAY ENGINEER TREATED WITH tlt4 FIZ" M X•E.W. RUG ASOL 'C' MIN. [ -o' o TREAT AREA BETWEEN RE-STL W /RUCK ASOL 'C' 10" OR STD HOOK AT 5TM OF SLAB HORIZ. CONST. JOINT vAR -EQUIPMENT SUPPORT VQ 40 MAX. ALT METHOD TO W PJ O SL B END CUT W SAW __\ I , I GREASE SCREEN SIDE IgI?EMPERED HARD80AR0 PER FED. SPECS. L LL- H - 35 - WEAKENED PLANE JOINT VAR is 24 D 24 D ALTERNATE �� PHANTOM ALTERNATE SENDS x MAY 5E EE U5ED IF FOOTINGS -M. WALL 15 CAST MONOLIT IC .e ° • :e — ,l W 17 H FOOT 1 N �-, . 1 Q i,_- IV- a CUT TO STEEPEST 5LOPIE—__/ SOIL WILL STAND STEPPED FOOTING VA 20 D W IN. EXTRA BARS EQUIV. TO GARS •CUT Al, O ENING. i-0 YP p AA At 4p NOTE. RE /NFORCEMENr IN OTHER DIRECT /ON NOT SHOWN, BlJi SHALL BE TREATED IN SAME Mq/VNER AS a4R5 SHOWN. R/C SLAB OPENING VA SEE PLAN EMBED METAL WHERE a READ ON PLAN. f.. 3D MIN. ? VARY TO ELEV. , ' • O ON PLAN ° Ord ' GRAVEL AS REQ' D -- _ - ON PLAN SAME AS FLOOR SLAB SLAB DEP- RESSION -- vAR TH15 PROJECT CONST. •• FUTURE CONST. R 5AR REQD IN THIS ° PROJECT (SEE PLANS) �: HEX NUT ROD COUPLING CAPA5LE OF DEVELOPING FULL STRENGTH OF C THREADED DOWELS `cu 50 D M IN. o o. Irllllli�r�1� EQUAL DOWELS, FOR FUTURE CONST. vAR vi PAINT BOLT #. WASHER TO MATCH ADJ. CONC. STEEL WASHER NON- 5TRUCTURAL WALL 5EE ARCH. t MECH. DWG. FOR LOC. — 4 4- 6" 6" NON - STRUCTURAL PARTITION FOOTING VA PIPE —, LAP WELDED R /BAR SPLICE -,—FINI5MED FLOOR ST R UC'TURA L 'CON C. ° Z_ = STRUCTURAL ` . ° -CONE. , TYPICAL FLOOR DRAIN vA 2 �► 5 UNLESS - : OTHERWISE NOTED' _ TYP. ' 71 EXTRA REINF. AROUND SLAB 8k WALL OPENINGS vA : Z �C ICI ' MAX. VAR ? ? /32 MIN_ ALL AROUND N I I 1 -WALL OF - BUTT WELDED R / BA R SPLICE STRUCTURE - SIZED .JOINT SLEEVE Y4 MIN. -COAT EXPOSED SURFACE YN /COAL TAR EPDXY Zyk_4 -4 /1S WWI= FASTENED RUBBER CASKET TO SLEEVE Al' PL ANT CEMENT MORTAR) PLACED IN FIELD —/ FLEXIBLE- JOINT PIPE AT STRUCTURES G cti H C4 OF WASH Q OF WAS,y F o a W o % t`GIS T E�klrlv F E`CIS T Ok41 SS�oNAL � - ss�ONA r 6x6x3/8k. .4 "MIN; %44 EYE BOLT G A LV. • - W LIFTING EYE r VAR 104979 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT TYPICAL CONCRETE DETAILS DETAIL USED ON METROPOLITAN ENGINEERS A VARIOUS DRAWINGS BROWN AND CALDWELL CANEY AND KRAMER MILL AND INGMAN R.W.tECK AND ASSOCIATES REGONN[ 4' APPROVED otalawa. A.Cr -c o.A.R D-WG. ti rq - N.1.e/elilwr M AS CONS 1 � • V CTE D r for M•t►eplrtu+ ERa1w•e.s •Povto , / `'tI twat$[. r DATE DEC. 241 1 963 // /// /�i ` DATE FILE wUYKR $MEET wUNKR DRAWIw{ wUY.ER For momicip.i ty of wt.e►e11teR sett» I MAY 1961 G 2 D O 48 1 G G IGA5 JOINT SEALER, OR EQUAL o 1 GAS JOINT 5EALE R ° ; , ' I/2 PREMOULDED OR EQUAL, ON ' - -, EXPOSED 51DES JOINT FILLER - = - b'�PVC WATER STOP - 6" PVC WATER STOP .0 COAT W/VVATE •. GAS TAR , • 1" PREMOLDE D JOINT F I L LE R VA N 1 PREMOULDE JOINT FILLER VA TYPICAL EXPANS -ION JOINTS PEDESTAL SHALL BE bF TY PE SHAPE RECOM MEN OED • BY EQUIP. MFR 4 APPROVED THIS AREA TO BE PAY ENGINEER TREATED WITH tlt4 FIZ" M X•E.W. RUG ASOL 'C' MIN. [ -o' o TREAT AREA BETWEEN RE-STL W /RUCK ASOL 'C' 10" OR STD HOOK AT 5TM OF SLAB HORIZ. CONST. JOINT vAR -EQUIPMENT SUPPORT VQ 40 MAX. ALT METHOD TO W PJ O SL B END CUT W SAW __\ I , I GREASE SCREEN SIDE IgI?EMPERED HARD80AR0 PER FED. SPECS. L LL- H - 35 - WEAKENED PLANE JOINT VAR is 24 D 24 D ALTERNATE �� PHANTOM ALTERNATE SENDS x MAY 5E EE U5ED IF FOOTINGS -M. WALL 15 CAST MONOLIT IC .e ° • :e — ,l W 17 H FOOT 1 N �-, . 1 Q i,_- IV- a CUT TO STEEPEST 5LOPIE—__/ SOIL WILL STAND STEPPED FOOTING VA 20 D W IN. EXTRA BARS EQUIV. TO GARS •CUT Al, O ENING. i-0 YP p AA At 4p NOTE. RE /NFORCEMENr IN OTHER DIRECT /ON NOT SHOWN, BlJi SHALL BE TREATED IN SAME Mq/VNER AS a4R5 SHOWN. R/C SLAB OPENING VA SEE PLAN EMBED METAL WHERE a READ ON PLAN. f.. 3D MIN. ? VARY TO ELEV. , ' • O ON PLAN ° Ord ' GRAVEL AS REQ' D -- _ - ON PLAN SAME AS FLOOR SLAB SLAB DEP- RESSION -- vAR TH15 PROJECT CONST. •• FUTURE CONST. R 5AR REQD IN THIS ° PROJECT (SEE PLANS) �: HEX NUT ROD COUPLING CAPA5LE OF DEVELOPING FULL STRENGTH OF C THREADED DOWELS `cu 50 D M IN. o o. Irllllli�r�1� EQUAL DOWELS, FOR FUTURE CONST. vAR vi PAINT BOLT #. WASHER TO MATCH ADJ. CONC. STEEL WASHER NON- 5TRUCTURAL WALL 5EE ARCH. t MECH. DWG. FOR LOC. — 4 4- 6" 6" NON - STRUCTURAL PARTITION FOOTING VA PIPE —, LAP WELDED R /BAR SPLICE -,—FINI5MED FLOOR ST R UC'TURA L 'CON C. ° Z_ = STRUCTURAL ` . ° -CONE. , TYPICAL FLOOR DRAIN vA 2 �► 5 UNLESS - : OTHERWISE NOTED' _ TYP. ' 71 EXTRA REINF. AROUND SLAB 8k WALL OPENINGS vA : Z �C ICI ' MAX. VAR ? ? /32 MIN_ ALL AROUND N I I 1 -WALL OF - BUTT WELDED R / BA R SPLICE STRUCTURE - SIZED .JOINT SLEEVE Y4 MIN. -COAT EXPOSED SURFACE YN /COAL TAR EPDXY Zyk_4 -4 /1S WWI= FASTENED RUBBER CASKET TO SLEEVE Al' PL ANT CEMENT MORTAR) PLACED IN FIELD —/ FLEXIBLE- JOINT PIPE AT STRUCTURES G cti H C4 OF WASH Q OF WAS,y F o a W o % t`GIS T E�klrlv F E`CIS T Ok41 SS�oNAL � - ss�ONA r 6x6x3/8k. .4 "MIN; %44 EYE BOLT G A LV. • - W LIFTING EYE r VAR 104979 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT TYPICAL CONCRETE DETAILS DETAIL USED ON METROPOLITAN ENGINEERS A VARIOUS DRAWINGS BROWN AND CALDWELL CANEY AND KRAMER MILL AND INGMAN R.W.tECK AND ASSOCIATES REGONN[ 4' APPROVED otalawa. A.Cr -c o.A.R D-WG. ti rq - N.1.e/elilwr M AS CONS 1 � • V CTE D r for M•t►eplrtu+ ERa1w•e.s •Povto , / `'tI twat$[. r DATE DEC. 241 1 963 // /// /�i ` DATE FILE wUYKR $MEET wUNKR DRAWIw{ wUY.ER For momicip.i ty of wt.e►e11teR sett» I MAY 1961 G 2 D O 48 1 G G I N CONCRETE , C . CONCRETE BLOCK5 . W/ CELL5 FILLED —= t BRICKS: 10 GA. X 11/4 D W/ X1 O X� RAWLPLLJ6j IN GONG. BLOCKS W /CELLS UNFILLE01' 3/16 (o TOGGLE BOLT/ '. SCREW ANCHOR. IN WOOD- 10 GA,x Si4M W000� SCREW P 3/a� X 3" DIA • W/ ROU NO, 5MOOT H. BEVEL. EDGE. SECTION G7 WHERE PLAN t�DICATE5 U- MOVAPSL.E HAND RAIL, P OVIOE N0.5 IZ GN, .L111K CI LAIN W[ WAT SNAP AT ONE ENU •- RAMP IS 6' OR. MOR _O PLINC&S - PEOPLE MAY PNSS I IN IV I %_ -// w A- S -- iT at NO x 4" Roo PLUG WELD TO " CSK, STAII USS STL AND BOTTOM MACH. SCREW- FIELD SPLICE i74"ep STD. PIPE i II X x V SLEEVE NUT , t -ow vVELOED TO FACE 6 3' X " 60LT5 r3 _Y 2' /z PIPE. BY 113 6 is" otc. SOCKET �i1 � � �' " o b" - _ �' M TOP i w (4) 9A6 HOLE5 FOR TOP HANDRAIL OT _ /VE= o P05T MOUNTING N.� ALL RIATL /N6 5HA LL $F JOB INEA 571RED EFOR� FABR /CATION. NO F1fL�U CUTTING ®�O B K` DR wIrL,UI NE wIL L $E nERM/iTED. DR1 LL 4, FASTEN L7 "4 �/4 R. `� � O RAIL /N65 WHICH 00 NOT FIT MOU/VTIIVG5 TO CONCETE W/ > `�I � - pt?EV /Ov5t Y SET 11v CONCRETE, w/L L BE 20 G A . x 1'12 400 D $ ' RE✓ECTF'D. SCREW IN #20 X I" Q � ih -SLOPE SANE AS RAW LPLUG5 +4 S C k RS -2�4_ 1'. _ N 0 t" DEFORMED -LI4 STI) PIPE' MID-RAIL F3AR, GALV. .4 \_�a gotT N RAIL "Orr: WALL MOUNTING LAODER RuN65 0. C. %4' x 3'' IL WROU+4D "' AlO rE= SMOOTH BEVEL EDGE MOUNTING WELDED CONSTRUCTION UNLESS OTHERWISE' /VOTED. ' 3 C 5.o POST ALL M47-ER/AL N0.8 EA WALL MOUNTED HANDRAIL EMF.3EDDED IN srEEl PLArE, CALVAN /ZED CONCRETE 5" AFTER FA BR /CAT /ON. POST MOUNTING LADDER RUNG VA j HOSE RACK DETAILS COVER 0- SUPPORT 'CLEAR /2 COVER PL ATE 55 %4' F H. SCREW ro W/ NUT 12 "MAX. O.C. NOTCH FOR SLIDE GATES „ .,\ N.T. _0 '�4" _ 6 POSTS a 5 -0 `MAX. O.C. 4" rn SLEEVE - - - 1,DEFORMED BAR 1 � NUT � � � ° II - • BLOCK fLGE v � � � y � ,/4 - - - - 0 ,1 V`lELD v .0 0 11 ' OPENING M. (SEE PLAN) 1/ a 1/4 -�► SLIDE 6ATE FRAMES 1/4"X 4" BOLT 0 V E R It- — DOWN C �C OV ER & SUPPORTS 80LT VA SUPPORTS AT SLIDE GATE A 1/e 13/8 1/8 HAND HOLE DETAIL 6 3/4 e ° 4 " V R N ° MOUNTING 4 � /4� S7 D. POST G 7 - -TACK WELD A3 BENT GALV. AFTER SIDE MOUNTING - 2�' X 4" PIPE SOCKET. _DOWNWARQ 6ALV. AFTER FAZR1C SECTION 4 G7 SECTION G7 SECTION G7 RAILING DETAILS -.. /4,0 X 4e A NC h O R BOLT c _ IM — -s - — %q." MACHINE SCREW 0 • a". I "XI" X 1/8 ALUM. L. V DUCT O , ° ►- a Y4'01 A. X 6" ANCHOR STUD LF 12" P/C. BASKET , V47% IV4 X 4' GALV 5TL1_ LOOSE TYPE COVER P. 8r SUPPORTS vA " X 1" SLEEVE NUT —`z4 "CAP, YYELD AND L ��/2 x I �2 x' /4 M�ER � CoN-�_ SPACER EAR WELDED To G 7 A i R TIGHT DUCT 3= sc °' PIPE GRIND SMOOTH HELD 4 CORt1ER5_ GALV. GRATIN6 AS REQ'D TO LEVEL TOP LANDING AFTER FAI3R. ' CONNECTION Va _ ,- -= 1" ,� GALV. ST n. ssf PIPE HANDRAIL 6' GAL 4 MIN_- 3 ✓ - r, - -_ �� _ _/. �, NoLEs Q I6' o�G 1/ 1 ALIGN. boLT5 b -' fOZ I&OLTING TO MIN_ INCR. L TO _ SET IN CONC. j , GRATING END WALL — , L..� - , _ 3/4%) P05Y CONC. LANDINC� SU17 G �4 —sl/2 PIPE GRATING ANGLE END SUPPORT DET. s /,gc_Kr=r_y_uRED, k 0 ' SLEEVE `�� � G ����� 0 —1 C ,5, GRATING SUPPORT SECTION 5 GRATIN6 SUPPORT Vic' N �� LSx2X�iib P�� °F w'"k ,� G7 NOTCH FOR SLIDE, MAT IN6 Z CROSS BARS [SATES 3 /loo 421 WELD ° W MUNICIPALITY OF METROPOLITAN SEATTLE � y "THICK WASHE TO TREAD �Fss���STE����, SEWAGE DISPOSAL PROJECT STRUCTURAL. WELDED TO POET s 3/i6 oNQ� E� CUT t WELD SUPPORT �N 1 i _ / I, �6 ALUM. CLIP W/ RISER HEIGHT ,, o �>a�owF< PICAL METALWORK DETAILS i �o WASH, � T Y 1, �1 - %4 STOP I — HOLEg FOR 4T'/�_h ° �� _ `� oy Q ENDS SLIDE GATE TO GRATINb E, NOTCH TO A1�1CNgC�. I30L S , FRAME FIT FLANGE OF SUPRDRT 3" PE TO 12. �� �F �� �� '`FS ��sT �' METROPOLITAN ENGINEERS CLIP DETAIL 5/44!0 ' SioNA� DROWN AND CALDwELL CARET AND KRAMER SLEEV € � MILL AND INGMAM R.M. ftKCK AND ASSOCIATES t3ARS GRATING SUPPORT 3tg`xb�D1A " " °� SPAGER Q APPROVED / _RASE k °E.�e »EO �G, C. � ATSLIDE GATE ovv.c,. _ �.,*o�Ep - .f.epii en 11�1Rew{ NOTE: ALL 6RATING ALUMIN. UNLESS oTv4'ERW1SE .NOTED `"" "' AS CONSTRUCTED .w M.hePeh�eR EREiR.w• GRATIN6 SMALL CONFORM METAL GRATING INST. STANDARDS .,y..,T.E. "linear efre olNU wee/. CIRCULAR STAIR ISLE NU11.ER ."EET »� ». R DR.., ». NUY.ER GRATII�IC SHALL F3E END gAW3ED g DATE GRATING DETAILS DATE E .DEC 24,1963 w - ioi..fif, .+ wtre,e,,,.. 3.. +,•e MAY 1961_ G 2 0 0 7 •• 48 G 7 \YA 5j BE ARLN� S ,R, S12 TYPE _ SIZE TYPE _SIZE. S/16 H I /,, x tb %'1 .1 I3/4 3%6 p i' X 3A9 K 2' x 3/b» E 0/47 X %b'' L Z!/4! t F Y4 X Vte M IVi X *16 � y "THICK WASHE TO TREAD �Fss���STE����, SEWAGE DISPOSAL PROJECT STRUCTURAL. WELDED TO POET s 3/i6 oNQ� E� CUT t WELD SUPPORT �N 1 i _ / I, �6 ALUM. CLIP W/ RISER HEIGHT ,, o �>a�owF< PICAL METALWORK DETAILS i �o WASH, � T Y 1, �1 - %4 STOP I — HOLEg FOR 4T'/�_h ° �� _ `� oy Q ENDS SLIDE GATE TO GRATINb E, NOTCH TO A1�1CNgC�. I30L S , FRAME FIT FLANGE OF SUPRDRT 3" PE TO 12. �� �F �� �� '`FS ��sT �' METROPOLITAN ENGINEERS CLIP DETAIL 5/44!0 ' SioNA� DROWN AND CALDwELL CARET AND KRAMER SLEEV € � MILL AND INGMAM R.M. ftKCK AND ASSOCIATES t3ARS GRATING SUPPORT 3tg`xb�D1A " " °� SPAGER Q APPROVED / _RASE k °E.�e »EO �G, C. � ATSLIDE GATE ovv.c,. _ �.,*o�Ep - .f.epii en 11�1Rew{ NOTE: ALL 6RATING ALUMIN. UNLESS oTv4'ERW1SE .NOTED `"" "' AS CONSTRUCTED .w M.hePeh�eR EREiR.w• GRATIN6 SMALL CONFORM METAL GRATING INST. STANDARDS .,y..,T.E. "linear efre olNU wee/. CIRCULAR STAIR ISLE NU11.ER ."EET »� ». R DR.., ». NUY.ER GRATII�IC SHALL F3E END gAW3ED g DATE GRATING DETAILS DATE E .DEC 24,1963 w - ioi..fif, .+ wtre,e,,,.. 3.. +,•e MAY 1961_ G 2 0 0 7 •• 48 G 7 \YA 5j OQ D/TCH ,PESTOP.4T /OrV f4//OTH - - E.YCEPT AS r(/OTED sHovLoE,P C,PI/s11fD ,S'UQFAC/XU6 Tf/ /C,C�E/(/ED EDGE OR ASP114L T/C CU.QB SECT /OXV TO �Y1,4TCH EX /ST. S//OULDEle -- 7 EXf7B•4/(/,(�iYJEXVT O,e D /TCH %ST S7'PEET 67,E D /TCH ,W1DTilY - BAC,kF /LL - OWP,4CT /O/(/ ,PEQU/,PEMENTS' TYPICAL ROAD SECTION ASPHALTIC SURFACED STREETS (TYPE A. B & C RESTORATION - SEE SPECS.) ,QESTO,PAT/O/t/ 0//107h' BY D/.STU,PBED R1�4ELS EXCEPT AS XVOTED I EX /ST. ST,2EET GRADE CE/YlE/VT CO/t/C. P1ihlT TYP. ✓O /,VT I D /TCH iV/OT/y - BAS e,4 -1ZL COi !?PACT /D�t/ ,PEQiY1TS �'UEFAC /'uG C,QLLEO DUT TYPICAL ROAD SECTION PORTLAND CEMENT SURFACED STREETS (TYPE D RESTORATION - SEE SPECS.) ,FES702 84 T /O/(/ AY 1,07'11 - EXCEPT AS 11071"0 SHOULDE,P T,PAI/ELEQ Sl/,PFi4CE SHOULDE,2 O /TCH 'W1,0711 - BAeeAILL - EiYlB,9/V,C�AIEXVl C0.17P,4CT/D,U ,PEQ iylTS C,PUSHED O,P D /TCH CALLED OUT OXt/ OIVGS Sl/APFAC1A167 TYPICAL ROAD SECTION GRAVEL SURFACED STREETS (TYPE E RESTORATION- SPECS.) %ZAXUXI/ULA,2 SX�/9CE 2°/L1,4X. yJ -- %214/V/UC/LA,P ISP,4CE I ,P,4rtl XVEC,,E�,QEQ D fi�f/fit/ "- " OR; (/G 6,Ae2 TE,P rl6k l 3/8- Z /.�(L� fA.Uit/ULA,P SP,4CE TYPICAL R.C.P. JOINT 60 INCH I. D. & LARGER /XYlP,eOliEO X°,4,P,C� /NG ST,P /P a- F /LL - T///L,ZEXUED EDGE O,P Cl/Ae® SECT /OrV TD 10,,4TC'h' EX /ST. T,PENCH s//,4LL 9z olM,/4TE,?ED TO DEPTH OFEXe,4X47 /O.t/,4A1,0 BELOW BACL�F /LL. C",r S",1Z BE TAZ6V DL/,P//t/G 7h 0110474 14167 OPE,?,4T /ah SO 711XT,40,./,4CENT GQOUX 1,0 "rl-,,e LEVEL /s/l/OTPEDUCED 70,4 /4� /,t/T Ti1,4T WOULD ZX1,0,4X1/G'E,P .40 ✓,4e7X1T ST,?l/CTU,PE.V AGVV P,eoPE,eTr. - �SEPA,Q,4TE CO/VC' CU,PB - /rLIP,POI/ED S /DE`Y.4L,C� CO/(/L: CUA09 r,,4, WED ✓r D /TCH Xt/OTES Sl/,?F,4CE ,E�ESropAT /opt/ PE,Q DWGS. E SECS v TOEPEXUET ,P,4r /O,(/OFSh'O,P /�t/G O,P SHEETllvs ,4S /PE4'D BY W : 10R ,4S TYPICAL VERTICAL TRENCH (FOR BEDDING a BACKFILL MAT'L a COM- PACTION SEE SPECS.) IWX PE,PH/SS /BL E - TO ZO /DEEP TO /•UVE,PT XwIAX. PE,Prl7 /SS /BLE 7,10 `70- jo /DEEP TO PT D,Q /G /it/,4L G•U� O N ��j �D Ica OO ��Ov�V D /TCH � _N Ne J a�t/EXc,4�,oTEo p v p W,47ZR1,4Z o QQZ�Q �apvOV TOE PE.UETp4710X/ OF Sh'O,P /,t/!,' D.P rIIZF7 -lxla AS era "o B)' F /ELD CO/(/D /T /ox/S 0,2 ,01-f 1 710/(/67!/1" TO,QETA//(/ 6,9J.('ET O/U TH,PEE S /DES �' 6,P00{/E TD BE.4,p D/!/ G,4•S,E'ET `f/f/E,l/ ../O/.1/T /S' CDit/•SU�YII�lIiQTEO• 6,4.5,01"7 P,PE, OZ So I$fl" -. OF O.P /G /.(/,4L ST,PETCfiXED A�E'EA. Z. SAW4LL 1",P 40 /° /PE IWY BE BELL SP /GOT. 3. Th' /C,eW_SS Ov'70A1GUE ,F 6;POO Yz r A1,4y A,PY BY .s %, /19POV /OED Tf/E .SUAl OF TffE /,P Tff /C/C�rVE�S'S Sh,4LL BE /1010 % (e) �Ll /,l/US TiSrE,q.U,!/UL,4,Q SPACE 4. COXI/T,PACT0,2 ".4LL SY/B/�l /T DET,4 /LS OF ✓O //t/T FD,Q 4PRe(9X4Z . /P /f�l/ 0,2 EASEiyIEi(/T iY/OTiS/ _- �YJ,4X. O. D. t 2',wv-. 0( SUBSEQUE/(/T "eloo 'FILL S41, N CLASS I, I,, ETC. O �'' %J /ZiN /N s4 � ,4SX(/OTED, v V p Q O ' �pV �c kZ IA117 /.4L 9,44eF /LL 120 ° ' • ' SVBSEQUEXVT B4CE'F /LL :"LASS I, ETC /9S VOTED O/V D/'YGS BAC,E'F /LL /20' • - - � • _ • - � BEDD /XVG /%2 xia f is /SAX �I OD. f Z'/Ll //t/. - �o TYPICAL SEMI - CONFINED TRENCH (FOR BEDDING & BACKFILL MAT'L a COMPACTION SEE SPECS.) P ,�, �-- -L0,40 /t/6BLOC,C' S(/PPO,PTBLOCK I I I r JOINT SHEAR TEST FRI P S TOT,4L TEST LOAD s EFFECT /!11" P /PE AW1671171°LUS /4PPL /ED LOAD. /0//Oz- S /Z1" 90 " 96 N /OB ~ /ZO LOAD P 29 32 40 SO TYPICAL EMBANKMENT TRENCH (FOR BEDDING & BACKFILL MAT'L & COMPACTION SEE SPECS.) P /PE DES�GXt1 SUBSEQI/EXI/T BAC,(�F /LL CL/4SSI, Il, ETe' AS /VOTED BEOD //(/G DES /G,V ,4SSU�19PT /O,(/S �/. �F TWO L k-'1" F,5 O/P TWO ,5/ZeS /. OZ S16 MZ-7X/00 SH64L L BE UL T/XYIATE S'T,PZV67 -H �F R91A1F. ,57 EEL ARE U5E17 /.5'ED /N DF.S /GN COMPC/TA /ON5 2 L 0.40 FACTO,P ,C� _ / 8 "CT //1" SHALL FE THE EFF d TO ,3 ,ll.V 54X 0745;Y TE/(1S 10X1 JX/ /,US /DE FACE, ;�f /E CE/V TiPO /D OF THE .STEEL 4 ,� ,V DEVOTES ,4X /,4L COtiIP,PESS/O,C/ jC'iPOUP. ,S ,�� = 4000 Psi Diu. E' 600o r�si �l,4X. /Z. pct , AS COMPUTED 8Y EQUAT /ON 6• 49 OF THE AC/ CODE, ,, HA L L NOT' 7. ST,PESS D /3'T,P /BUT /O�t / O.t/ CO�t/C,PETE ,S.4/•4L L BE EXCEED Ph AS COMPUTED By 4SSe1WZ_D TO BE /PEC7,4X1S,11LA,e E- 4T /ON 48 OF THE AC/ CODE. B EFFECT OF 610Rp,PESs 1yE �2E //(/FO.PCEi11Eit/T Sh',4LL BE X(/EGL ECTEO /X(/ DES /GEC/ OF SECT /ON 9. C,POIY,(/ OF P /PE . f"z L 6'4jl"r OF ,PE //(/FO,PCE�LIE/(/T ,4S Tfiz- /0, C /iPCL/MFE.QENT /hiL 5TCEL .5H,4 LL HA VE CNr INCH Mery /MU/I�I COVER. 104481 BLOC,E/ i \4- F * A SN �Q W none7- ��,� MFG I S T E Q ��\2 BLOez FSS /ONA\- AS CONSTRUCTED DATE DEG 24, X963 Q�lo ° WAS// <, N Z NAL c F0,2CES,4CT /,(/G Od/SECT/O/t/ S /Z1" ryPE S /DE BOTTO/LJ /XVS. 90 H M - ?-?4 -20.6 90 Ao' -146 -12.7 '-/Z.7 t14.6 tZ.9 96 M -407 -35.8 !33.0 t�0.7 fS.9 /OB ~ Xi%- 289 - 25.2 f 2/ O t 28 9 f 4.6 /08 /08" Xy1-23B -Z0-6 o-17.2 /08 M - Z6/ -22.9 7"/&.g f 26. / f3 9 108" Xy% -.f24 - 28.4 t 2Z, 4 f JZ. 4 t3.6 /V -,x.37 -29,f f 2Z. 6 tJ� 7 ,,S.7 DES /G,V ,4SSU�19PT /O,(/S �/. �F TWO L k-'1" F,5 O/P TWO ,5/ZeS /. OZ S16 MZ-7X/00 SH64L L BE UL T/XYIATE S'T,PZV67 -H �F R91A1F. ,57 EEL ARE U5E17 /.5'ED /N DF.S /GN COMPC/TA /ON5 2 L 0.40 FACTO,P ,C� _ / 8 "CT //1" SHALL FE THE EFF d TO ,3 ,ll.V 54X 0745;Y TE/(1S 10X1 JX/ /,US /DE FACE, ;�f /E CE/V TiPO /D OF THE .STEEL 4 ,� ,V DEVOTES ,4X /,4L COtiIP,PESS/O,C/ jC'iPOUP. ,S ,�� = 4000 Psi Diu. E' 600o r�si �l,4X. /Z. pct , AS COMPUTED 8Y EQUAT /ON 6• 49 OF THE AC/ CODE, ,, HA L L NOT' 7. ST,PESS D /3'T,P /BUT /O�t / O.t/ CO�t/C,PETE ,S.4/•4L L BE EXCEED Ph AS COMPUTED By 4SSe1WZ_D TO BE /PEC7,4X1S,11LA,e E- 4T /ON 48 OF THE AC/ CODE. B EFFECT OF 610Rp,PESs 1yE �2E //(/FO.PCEi11Eit/T Sh',4LL BE X(/EGL ECTEO /X(/ DES /GEC/ OF SECT /ON 9. C,POIY,(/ OF P /PE . f"z L 6'4jl"r OF ,PE //(/FO,PCE�LIE/(/T ,4S Tfiz- /0, C /iPCL/MFE.QENT /hiL 5TCEL .5H,4 LL HA VE CNr INCH Mery /MU/I�I COVER. 104481 BLOC,E/ i \4- F * A SN �Q W none7- ��,� MFG I S T E Q ��\2 BLOez FSS /ONA\- AS CONSTRUCTED DATE DEG 24, X963 Q�lo ° WAS// <, N Z NAL c A/ 175,4-71.343 E, 1654 789.068 0 MON N. 17-5,313-:564 E. /65/, 792.892 !� m m m- a N/75, 3/0 ai5',o 5, /652.0/? 870 PPOPErP T Y L IAlt mm � m MON N /75, 204.89/ r 185 N o E, / 1,776. 34 51VD OF WATER 4 fA //VS N /75.202.6/ / l ,/651, 771.38 /VOTE / PER TA /N5 TD TPA T FORT /ON OT THE ACCESS ROAD W17-H11V T/-/E ,SILL AREA AND ANY 07 -14 CP :PORTION OF THE ACCESS ROAD D15TURBf_ -1) QY THE \J/ CONTRACTOR 0f9' 5Cfa FE RULE /. /75, 000. NOTE EX/STIA/6 ,9CCESS,eO,40 TO BE 1941!/T,4 ///ED BY iV 174 904.194 I CD�t/T,PgCTO,P. CO,(/T,P. -0e FO,e CO,(/T,P,4CT,(/D. MON. E /65/, 675. /70 / ��• 61- S, S /TE F�,PEP,42,471 V FO,P,PEX11r0X/ XZJWX 'E / �o \ 190 T,PEATii1Eil/T PL,4i(/T, S//,4LL BE.�E,2�l /TTED FULL / \ USE Of,4CCL"SS ,2040. F /,(/.4L f /11/SHEO ,00,40 7 / 16 N. /74.75/.97 S'U,PF,4CI&S,, ,4FTE,P B,4C,6F /LL /� 16! TO EL. /2St, TO / 165 BE TYPE E .00,40 A6Y- e,,4T/OrU E. /652, 176. 9 I N 174, 9/ 8. 868 E/6 2 795.66 7 rl X44STE W,,47Z'PUL 04YBE D /SPOSED OF /,l/ TillS - ,4,QE,4 - SEE SPECS. r-1A11S11Z -D G,P,40E S11W Z .(/OT / x EXCEED EL, 12S. SLO�°E TO 0,2,4/x(/ log WA 7-EP MA 1N5 N E, N. /74.7/9.63 SE E./65�,685.60 PEA ` I ,i �T E EL. /2st R EA�M E 3 , 3 9 END OF 7 FORCE MAIN 174,50 0. EX /ST. /O / N 174 504. 00 — � � :/v 174 344.6661 L /iY1 /TS OFI�f�O,P,C� FO,Q CO.t/T,P,4CT 6/ -4 SCHEDULEI E /,65G, 9B9, 48 - _ f�' ; E. / 5/ 50/. 948i Ot00 T. P, B INE U�t/T /L CO�(/T�PACT 6 1-S /S CD�IPLETED ACCEPTED �� \ _ — N, /7`4 430. /6 ' By 711E 4-111// /C /P,4L/Ty /65/, 52. 9, „ ) / /2 , ' ` FOLLD/f� /,(/G C'O�pLETVAI OFB.4C,C'F /LL IA/G' OPE,P,4T /Ort/S T.y /S / A,eEA Sf/,4LL BE F/LLED TO EL. /ZSt A11711 TYPE C 41,,0 1,,4L FORCE MAIN / > PL,4CEO /A/ 2,F007 71114e 110,0 /ZO,(/TAL t /FTS. T,/E MAIIII ,P.g 7m S11, 4LL ,POL/TE //S H,41/LIA/6 L/FT OFF /LL \�� i AS PL,4CED P BTE E Ev�tL y ETh�E -c D /ST,S T�L O EL. /2S E.(/T /QE !V1,0,r 1 OFF /LL .50.95 TO OBT,41,41 THE /17,4 r141Z1LI "29111�(/T / SEE DWG P 102 ol CO,VT,P,4C7 6/ -S Dl?7GS. � � I N 17¢077.84 E 1652, 217 17 rE.1.651,889 N. /74 017 0/ ACCESS RD. W12 -12" �� _ _ E.1650 910.89 FORCE MA /N5 AAID � � _ _ - - -� E. /652, S 9 /3 2 'WA TE,PMA /N UIV 0 E � � ' , � � / � N 173, 988.87 N 74 35d. 17 �' / / A E 174, 000. 173, 500. /V. /7¢ /5O. 936 E / 51633.65 MO N. — — — — DEL_ — — - -i — S�� pE E. /6.5/, 930. 466 � •' � / i , i /� -� - � � � i � / � ILL N / 74, 0B f3.6 - -T - E 1,651, 233.4 7 N. /, /64.2/ //YC N /74, 061. /9 E. /, 651,-941.2,9-- E /,G5/, 192. 76 NORTHERN PACIFIC R N. 173, 94 9. 479 N. /73, 986. 119 MON. E— /6.52, 810. 974- MON. F. /653, 019.156 CHLOR11VA7710N M. H. N. 173, 966.40 E. X652,3,20. 4C RENTON TREATMENT PLANT SITE SCALE I "= 100' 0 AS CONSTRUCTE D m DATE DEC 2411963 to i i i i N. /75, 446. ,972 3 115 x x x � O_ RN PAG1Flc joR rN� A /74, 044.685 MON. 5 1653,282..564- v LQ 'o RY S IN -v IT //5 �\O N CA( Op of Wq Sys 0 Z �Fc o FS /ST ERE. �<c, S��NA L i- ,I x x 0 h 175.000. 1 174, 500, 1 0+00 FASTS /DE PYTERCEPTOR X N, 174,110.60 I E. /, 653 535.52 I x SCHEDULE I. /74, 000. 1130 1 120 1//0 1/00 Iftz dF F 1051,907 15 -5TOPIW WA TER 111VL_E7­ TYPE ZT L7-op El, 123,-5' -,rNI TIA L 20 " 31'46\"It ..F 0 Z. F, OF LIA-flT OF WORK D =¢ /97° 9 "colvic. /I:7//01_ 5EE /DwC7. =/O/ q = 1365. /6 0 K C,M.P 76' — 15ORlAfG A(0_ 2/ L-.53r N, l7 164. E165,9417fiq I X _J ao . . ..... Qr) CITY OF ruem, '57 lb v as __ool 0- -1Z 00)VA TI ON A4. �AP1 /0') NO NOTE, A THE-RAI CHLOR11VA770N M. H. TO BE PACIFIC RY TYPE C 5TD A41-1 EYCf_P7- CON5r. Z_A5M7 LINE END TO E-YD Of 120 "'*RCP TO /I AS S110 WN. INCREASE ALL RE -6A RS ONE -51ZE- No 7-1--, R EFz-,q'7-o * Aff"TR o . D W c� - N0.4 )C?E V15 /0,A/ PRECNLORIIVATIOIV 1'-1AN1-40kE_ -DA7E'L) ALIG• /7, /96/. t VA TFP INFLUENT CONTROL- ero'I U46,V 7- POZ .,F OF /Z # CO/VC —Y 5TRUCT SEE 11V05X TYPE F UNC 7-10 A/ 7VP 41 124,-;5- FOR DWG. REF. /V 174, 353.17 sTRUCrURF �; %� E. 1651,633.65 /V, / 74, 14 �5 SEE DWG //0 1 ?9 P4_5 48 --_FA4A `F0)eC_FA4A I FW11V /2 hAV/ (i I PIPE 104 90R/A16 NO SEE DWG P10 "zo 1 -le 01= 4 1, rwce!,PI 6 1 2 0 30 WL .7 1\ x 0 I/ X X_X__ . w: +\4---7 ic I- 'A /,?P OU�F_A SEWER, StF TEMP A OCP �n C-19 1130 1 120 1//0 1/00 Iftz dF F 1051,907 15 -5TOPIW WA TER 111VL_E7­ TYPE ZT L7-op El, 123,-5' -,rNI TIA L 20 " 31'46\"It ..F 0 Z. F, OF LIA-flT OF WORK D =¢ /97° 9 "colvic. /I:7//01_ 5EE /DwC7. =/O/ q = 1365. /6 0 K C,M.P 76' — 15ORlAfG A(0_ 2/ L-.53r N, l7 164. E165,9417fiq I X _J ao . . ..... Qr) CITY OF ruem, '57 lb v as __ool 0- -1Z 00)VA TI ON A4. �AP1 /0') NO NOTE, A THE-RAI CHLOR11VA770N M. H. TO BE PACIFIC RY TYPE C 5TD A41-1 EYCf_P7- CON5r. Z_A5M7 LINE END TO E-YD Of 120 "'*RCP TO /I AS S110 WN. INCREASE ALL RE -6A RS ONE -51ZE- No 7-1--, R EFz-,q'7-o * Aff"TR o . D W c� - N0.4 )C?E V15 /0,A/ PRECNLORIIVATIOIV 1'-1AN1-40kE_ -DA7E'L) ALIG• /7, /96/. PLAN AND PROFILE SCALE: HORIZONTAL 111 =501, VERTICAL, I of -10 /XJ/ L z //V/F OF waleA__ ^ Q�'� e / / / ' / SCIIEDOLE 1. \ 5EF DW6, P101 751DE ok 0400 EA5 W. 1?01 516 L 113 /m TERCEPro)? /9 *38' 80 J� SEE L)W65. P?O/, () . P,?O,?, 5 /08, 3.7-4849-1 1� :� O K: (0 152P -'I 5109. U �J 7 250,98' L = 497 x K_ X--= C�IZ_ORIAIA 770A/ A4, ,q. T�A InI Z. NE CON-5 77. E,45M d-. A/ P PK A' 5EE AIDTFS, E7Z" L)PRE-e R7' 115 IV / 73, 966. 40 J�?o — — - ARF /CFRN + + f f t- f- +---4 __l­______1­ f f I f 411" Ir' 1100 1//0 1100 ORE 11111IM& y Z. f-A5T51DF 5 I_IEL)�IZ_57 N. 174,110-60 N. / 3 6 ZE-. �1653_535.52 INII"t Ur✓- tI7F10N TRIICTURL' 90"WT /N P1 A CE RAND PAP7­0,F SC1-1r,0UZ1- /I SICA- 1OW6, 5108 SOUTH INTERCEPFCI? SCHEDULE 0 SEE DWG. P201 + �n � ' '' • �r �� ��� ■■� �■ cam■ -no I I 12�NOW OEM m =11: �� �■ "WA �■ ■� Imo■ ■ M 001 FA Wfff� K No in PLAN AND PROFILE SCALE: HORIZONTAL 111 =501, VERTICAL, I of -10 /XJ/ L z //V/F OF waleA__ ^ Q�'� e / / / ' / SCIIEDOLE 1. \ 5EF DW6, P101 751DE ok 0400 EA5 W. 1?01 516 L 113 /m TERCEPro)? /9 *38' 80 J� SEE L)W65. P?O/, () . P,?O,?, 5 /08, 3.7-4849-1 1� :� O K: (0 152P -'I 5109. U �J 7 250,98' L = 497 x K_ X--= C�IZ_ORIAIA 770A/ A4, ,q. T�A InI Z. NE CON-5 77. E,45M d-. A/ P PK A' 5EE AIDTFS, E7Z" L)PRE-e R7' 115 IV / 73, 966. 40 J�?o — — - ARF /CFRN + + f f t- f- +---4 __l­______1­ f f I f 411" Ir' 1100 1//0 1100 ORE 11111IM& y Z. f-A5T51DF 5 I_IEL)�IZ_57 N. 174,110-60 N. / 3 6 ZE-. �1653_535.52 INII"t Ur✓- tI7F10N TRIICTURL' 90"WT /N P1 A CE RAND PAP7­0,F SC1-1r,0UZ1- /I SICA- 1OW6, 5108 SOUTH INTERCEPFCI? SCHEDULE 0 SEE DWG. P201 + PLAN AND PROFILE SCALE. HORIZONTAL 1 01 =50 1 . VERTICAL 1 11 .10, AS CONSTRUCTED DATE DEC. 24,1963 130 /20 1201 //01 /001 901 801 /vorz's 01_11S1aI ear,4,PZ;4 1x-1Z Z) 110&ly RaAPTIO& OFD(/. RPle Iraxlx7le 64S2WZX-1,r Z1SZDF0Ae 4rOoI 41L"ior10A1 61,4ZZ,9,F .rZE,42 D-- F007'S XAWZZ 2. Z/X&7 S / 6A7eW /ORO_ 17e OF 7 e4re swz, /w A 0 g, it, Pz " 0 ez -, 0 vi, e, r// OF 0/pI lf 106"I2IAIII9 "11ozz BE BY Thz_ ^ Z_z - A - e1&,nC1eZ //A457 X01Z S 41IEZ Ae:�l 0,erl��Z y Z,4 Y6,eZ D IIVIrll 1114eylAls 11y10,e0X7•r1e 1eezSSz11ez'1v .01 110/pz- JnrS1i::F&: 14zz 9611,01RZ_ W-407 ,4ZZ /20 0 - _fJ7 i o 44� 3 //0 SCHEDULE I. —,C_07'01?E 12 " CONIY MUNICIPALITY OF METROPOLITAN SEATTLE ,51-1- I)MIG. 6108 SEWAGE DISPOSAL PROJECT /00 \A CA RENTON SYSTEM Sj WASI RENTON SEWAGE TREATMENT PLANT C-1) INFLUENT 8t EFFLUENT SEWERS 120" INFLUENT SEWER -90 O/STO' sm 966" EFFLUENT SEWER L' "/ONAL METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W.SECK AND ASSOCIATES RECOMME APPROVED DESIGNED L_Q(�;, 80 DRAWN VWG CH1CKED1_>!SJ_ 4� APPROVE Project Engineer- Metropolitan Engineers For M*trevelitarl Engineers f Sue" ITTFO(J�2 -�;gc;nti Metropolitan Engineers DATE F ILE NUMBER SHEET NUMBER DRAWING NUMBER I For municipality of Meropoliton Seattle MAY 196 R201A 1 10 o,-48 I PIO �n � ' '' • �r �� ��� ■■� �■ cam■ 1! ME =11: �� �■ �■ �■ ■� Imo■ M 001 PLAN AND PROFILE SCALE. HORIZONTAL 1 01 =50 1 . VERTICAL 1 11 .10, AS CONSTRUCTED DATE DEC. 24,1963 130 /20 1201 //01 /001 901 801 /vorz's 01_11S1aI ear,4,PZ;4 1x-1Z Z) 110&ly RaAPTIO& OFD(/. RPle Iraxlx7le 64S2WZX-1,r Z1SZDF0Ae 4rOoI 41L"ior10A1 61,4ZZ,9,F .rZE,42 D-- F007'S XAWZZ 2. Z/X&7 S / 6A7eW /ORO_ 17e OF 7 e4re swz, /w A 0 g, it, Pz " 0 ez -, 0 vi, e, r// OF 0/pI lf 106"I2IAIII9 "11ozz BE BY Thz_ ^ Z_z - A - e1&,nC1eZ //A457 X01Z S 41IEZ Ae:�l 0,erl��Z y Z,4 Y6,eZ D IIVIrll 1114eylAls 11y10,e0X7•r1e 1eezSSz11ez'1v .01 110/pz- JnrS1i::F&: 14zz 9611,01RZ_ W-407 ,4ZZ /20 0 - _fJ7 i o 44� 3 //0 SCHEDULE I. —,C_07'01?E 12 " CONIY MUNICIPALITY OF METROPOLITAN SEATTLE ,51-1- I)MIG. 6108 SEWAGE DISPOSAL PROJECT /00 \A CA RENTON SYSTEM Sj WASI RENTON SEWAGE TREATMENT PLANT C-1) INFLUENT 8t EFFLUENT SEWERS 120" INFLUENT SEWER -90 O/STO' sm 966" EFFLUENT SEWER L' "/ONAL METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W.SECK AND ASSOCIATES RECOMME APPROVED DESIGNED L_Q(�;, 80 DRAWN VWG CH1CKED1_>!SJ_ 4� APPROVE Project Engineer- Metropolitan Engineers For M*trevelitarl Engineers f Sue" ITTFO(J�2 -�;gc;nti Metropolitan Engineers DATE F ILE NUMBER SHEET NUMBER DRAWING NUMBER I For municipality of Meropoliton Seattle MAY 196 R201A 1 10 o,-48 I PIO .73 . 0 1� Q -; . So - ONT, ? 0 N 174 O L K. f JWO'_� U.P 340, 13L /l DE NO 5 .30-f 30 /65/ 590.0 N- 17-i - INFLUFNT /65/, 4.6S 80 ' N /74 504. 00 EASM T E 1650,-989.48 srRUCTURr_ 12" SLUDGF FORCE MAINS I f P _ ?�: �2 - _ T'�- _ • 120 ® _ � 09 ••� y_ - E 13L L(' DE 7- NCB. EL EC ovC - 5EE &0 _ RZ_A Al PeOF /L 5, LOW,5e A' 7' ,BOP /NG gokrN�. &0 �� - /40 /35 - -° _ _ - 8 �` • F/vD Of SCff!`n /ll f. FM Of /9. /7 /110. 2/ �NO. Z2 5EE 5L /l 0E7- NO. l �. - "� `� 96 N, / 74, /7/. 34 �' - o,PrNG NO. ti �� O _ 155 --� -V � �P F M. /65! /06.60 E.1651,996-63 _ - 2'G.I /%° 96 ��EFFL UENT EWER � �, O _ 2 G. I, WA ER N z 0 \' /TY N TuKw /LA \ 160 ' ACCE55 RD' W Y ! Ll/ F DWG. I , ) / \ \ \ i�S �`�S • 2 S DGE FORC N�._ FFFL UENT _ Q 5EE TYP. II 5EC 7 ­ SEE 7 VP BPD. 5EC T J11N _ �' - `� I . - __= \ • FOP SPAC S 1JCTII10E -� /0" END OF 4 '� C. I. l7/ATER N1. (t OF 4",40,10"C. I. W,4 TE"\MA /AIS I)WG_ P/O.:� 1,30 125 /20 115 //O N ACCESS ROAD FINISHED ELEVATIONS L 57A. -100 L T. EX /.!5 T. /19.0 EX / 5 r 0 4 ?5 EX/r) T. /28.2 126.0 ire-/ 50 FXI'_ 7T /17.0 106.5 / Y ()U /2'5.6 115.6 125.4 _ 2*06) !e4 -. 7 / <<i. 5 12413 �ef00 124.2 124.0 /23.8 3475 lZ4.0 124:0 12¢.0 4 f 7 51 /14.5 /24. 124.5 PROFILE —ACCESS ROAD AND FORCE MAINS SCALE: HORIZONTAL 111= 501,VERTICAL 111 =51 M. of�'9.1/ # 4 C /2 °EA. WA 2 - #�, "IY�-' ; /E 7n -�` -- # 0)1Z "EA. Yf/AY- \5 P/ECE �/ 174 / //. 61 TOP � BOTT `>T,_. ��� LjENT /2 " ToP Qorr BEND � - TOP � BC�TT I TYPICAL ACCESS ROAD SECTION SCALE : 111= 101 I I N. RR)", ;, INFL. CONTROL q E. 165/ 89,6.1/ i O F- M. 4177-12 _� IQ I I t STRLICT. -- - - - -- 13- 2 /_0 !�/EL DED OAP TE/VS/ON ✓NTS' T/E TO HOOP /Z, APE. STL $ /V. / 74, 3/4. / 7 IO( I I I + j i -4 N �°RS' %�'AG� ms`s t 14- — � v TO 3 T to 6o i ALL A�PO�rVO, TYP. E 16 51, 485. oo I I I I , I INF-L . - - -_ - -- --== - - - - -- X5'0 / FIELD I� I I j I tnJ C3 It /IV CP lV COIVTPOL . GELD ' _ __4 5TPUCTD PIPE, r w 124. TYI° O W 4 012 EA. 23 I WA Y, roP O Bo T T ' 125 - - - /O #A 6, 4-, 0, EVENL Y `, 0 2 "1FA)? 5' / SPACED ALL AiPOUND TYP. 250# TYP SEE / �' �� 1 - - I� III ; �, 120 F. a SECT. 'A "- �— FM. 3469,12 l 6 6 / /V. 174, .340.00 �� 6 /O/ O HOOPED 6 I D- l0 GAGE ELEC. CONDUIT E. 1651, 590.00 �,� , I (0 , AROUND PIPE CMP CA5 /NCB' PIPE 4,v- D. # 4 C� /2 " "EA. /�/AY S'yOP Vl/EL DID J N T c� � 38 "" X 24 L O - HED ' CA 5 //V G �3E'lVT /Z - TOP 4' 80 77 - - - BOLT TO FLG, TYP, SHOP WEL D TIE r0 HORIZ RE.5TL. ALL AROUND, TYP 3PC. BEND 250LB.D ILLED DETAIL NO. 3 ELECTRIC CONDUIT & CASING Y 4REQD 2�/ B" 7 2" /VOLES SCALE: HORIZONTAL I11 =501 VERTICAL 111 =101 — 6# 6, /O -O, BEND 90° - 4 ' \� HOOPED AROUND DETAIL NO. I DETAIL NO. Z DOUBLE 24 O.D L/ACKE-D /. C'OAIC. 13ACKFILL IN5 10E L0- HEO P� )oF was", PIpE- 5EE PLAN S7-f-/_7Z CASING I JACKED CASING TO BE S rRCIC 1` � a z� O t -� �l SPACE COMPLETEL`/ CONC . F/LL ED WATH 5AMD w _P W HOOPED /0 -0 -7— NJl, �,�' (BLOWN //Y 7-0 RZACZ- 2. ALL RE BAe,5 TO HAVE 2' /COVER �N G1ST������� l' / —lO # 6, 4 ` -D El/ENL Y 9 -O :�� r.� �u ~ -- /0 E AROUND P /PE /r 3. TH/CKNES5 OF BLOCKS �PEMOtiE THIS p - ? -a ._ NAL cp , SPACEO ALL AROUN - - _ � - -s- - = f ON 2 F 5 TO s'Tk'ADl�LE !%! ; - .- lr.- SCHEDULE I. TYP. /N5 /DE PIPE r' ' " BLOCK NO. CONC. THICrIV556 �� 2�0 - 2' -o -t t - %\ NO. I 6 "OVE�P TO 6"IJAIDf�'PIPE MUNICIPALITY OF METROPOLITAN SEATTLE o - ,ro - - -- -- _ F ��• SECTION A 0� N .. SEWAGE DISPOSAL PROJECT j N0.2 1 -0 1 -0 — — — _ o. - �, No..� /'_0 .. /,-0 ,. w - - t a�/ -� ► - - _ -� G� - i No. ¢ I I -0 1'- 0 RENT 0 N SYSTEM 38 "X24 "LO-HED� - -- L F. M. /04/4. 60 17��GP \� 1 f�k 0 NQ.5 l�-0 /' -D RENTON SEWAGE TREATMENT PLANT S _ CASING IV N. /74 504.00 INFLUENT & EFFLUENT SEWERS Z, D F. M. B f 9 T /O E. 1650, 989.48 4. A L L 8L OCK-5 TO HAVE 6 '�CL.IL BACKFI L L o N, 174, 497.30 CAS /NCB �� ACCESS ROAD i E. 1651106- 79 SEE SECT /ON BL /ND FLANGE UNDE�f'. Y AT RIGHT 2'C 250 # F. (` D. 4' CHAIYNEL /)90 1Y Sid /DS o� F FORCE MAINS 4 0 12 EA. W,4 STRAPPEL�TD FORCE MAIN - 5 ALL 3ACKF /LL F ORCE MA11V9BETW METROPOLITAN ENGINEERS /30 120 //0 DETAIL NO. 4 BE/VT 12 "TOP soTr. FM. 4177 /2 TO FM. /04 /¢. G'O TO 13F CL. BROWN AND CALDWELL CAREY AND KRAMER TIE TO HOPI Z. RE. STL, ALL A,PbUND, TYP. D E T A i L N O. 5 6, l0 O HOOPED SECTION N HILL AND INGMAN R.W BECK AND ASSOCIATES A /►ROVED R[COMM[R 9 A 20UlVD PIPE TYPICAL R R. CASING DRAwm T-)W& Project Engineer - Metropoli�e„ nginews AS �OI��� Fer Metropolitan Engineers CM[CR[D E AI ►ROV[ , BLOCKINGDETAILS ,= BURMITTED --- C E i per Metrepeliten in.ers �N 0 SCALE DATE DEC 24, 1963 NO SCALE �� ���� DATE BILE MUM 3NEET MUMKR �1 pp O MU raER ,or Municipality of Metropolitan Seattle MAY 19 61 . R 2 0) A 12 a, 4v P 1 0 4 �.11�� Cali■ ■' 0 mm NMI ■ r' . �`■ �� ■I `ice �. �■ ■� �� � _ PROFILE —ACCESS ROAD AND FORCE MAINS SCALE: HORIZONTAL 111= 501,VERTICAL 111 =51 M. of�'9.1/ # 4 C /2 °EA. WA 2 - #�, "IY�-' ; /E 7n -�` -- # 0)1Z "EA. Yf/AY- \5 P/ECE �/ 174 / //. 61 TOP � BOTT `>T,_. ��� LjENT /2 " ToP Qorr BEND � - TOP � BC�TT I TYPICAL ACCESS ROAD SECTION SCALE : 111= 101 I I N. RR)", ;, INFL. CONTROL q E. 165/ 89,6.1/ i O F- M. 4177-12 _� IQ I I t STRLICT. -- - - - -- 13- 2 /_0 !�/EL DED OAP TE/VS/ON ✓NTS' T/E TO HOOP /Z, APE. STL $ /V. / 74, 3/4. / 7 IO( I I I + j i -4 N �°RS' %�'AG� ms`s t 14- — � v TO 3 T to 6o i ALL A�PO�rVO, TYP. E 16 51, 485. oo I I I I , I INF-L . - - -_ - -- --== - - - - -- X5'0 / FIELD I� I I j I tnJ C3 It /IV CP lV COIVTPOL . GELD ' _ __4 5TPUCTD PIPE, r w 124. TYI° O W 4 012 EA. 23 I WA Y, roP O Bo T T ' 125 - - - /O #A 6, 4-, 0, EVENL Y `, 0 2 "1FA)? 5' / SPACED ALL AiPOUND TYP. 250# TYP SEE / �' �� 1 - - I� III ; �, 120 F. a SECT. 'A "- �— FM. 3469,12 l 6 6 / /V. 174, .340.00 �� 6 /O/ O HOOPED 6 I D- l0 GAGE ELEC. CONDUIT E. 1651, 590.00 �,� , I (0 , AROUND PIPE CMP CA5 /NCB' PIPE 4,v- D. # 4 C� /2 " "EA. /�/AY S'yOP Vl/EL DID J N T c� � 38 "" X 24 L O - HED ' CA 5 //V G �3E'lVT /Z - TOP 4' 80 77 - - - BOLT TO FLG, TYP, SHOP WEL D TIE r0 HORIZ RE.5TL. ALL AROUND, TYP 3PC. BEND 250LB.D ILLED DETAIL NO. 3 ELECTRIC CONDUIT & CASING Y 4REQD 2�/ B" 7 2" /VOLES SCALE: HORIZONTAL I11 =501 VERTICAL 111 =101 — 6# 6, /O -O, BEND 90° - 4 ' \� HOOPED AROUND DETAIL NO. I DETAIL NO. Z DOUBLE 24 O.D L/ACKE-D /. C'OAIC. 13ACKFILL IN5 10E L0- HEO P� )oF was", PIpE- 5EE PLAN S7-f-/_7Z CASING I JACKED CASING TO BE S rRCIC 1` � a z� O t -� �l SPACE COMPLETEL`/ CONC . F/LL ED WATH 5AMD w _P W HOOPED /0 -0 -7— NJl, �,�' (BLOWN //Y 7-0 RZACZ- 2. ALL RE BAe,5 TO HAVE 2' /COVER �N G1ST������� l' / —lO # 6, 4 ` -D El/ENL Y 9 -O :�� r.� �u ~ -- /0 E AROUND P /PE /r 3. TH/CKNES5 OF BLOCKS �PEMOtiE THIS p - ? -a ._ NAL cp , SPACEO ALL AROUN - - _ � - -s- - = f ON 2 F 5 TO s'Tk'ADl�LE !%! ; - .- lr.- SCHEDULE I. TYP. /N5 /DE PIPE r' ' " BLOCK NO. CONC. THICrIV556 �� 2�0 - 2' -o -t t - %\ NO. I 6 "OVE�P TO 6"IJAIDf�'PIPE MUNICIPALITY OF METROPOLITAN SEATTLE o - ,ro - - -- -- _ F ��• SECTION A 0� N .. SEWAGE DISPOSAL PROJECT j N0.2 1 -0 1 -0 — — — _ o. - �, No..� /'_0 .. /,-0 ,. w - - t a�/ -� ► - - _ -� G� - i No. ¢ I I -0 1'- 0 RENT 0 N SYSTEM 38 "X24 "LO-HED� - -- L F. M. /04/4. 60 17��GP \� 1 f�k 0 NQ.5 l�-0 /' -D RENTON SEWAGE TREATMENT PLANT S _ CASING IV N. /74 504.00 INFLUENT & EFFLUENT SEWERS Z, D F. M. B f 9 T /O E. 1650, 989.48 4. A L L 8L OCK-5 TO HAVE 6 '�CL.IL BACKFI L L o N, 174, 497.30 CAS /NCB �� ACCESS ROAD i E. 1651106- 79 SEE SECT /ON BL /ND FLANGE UNDE�f'. Y AT RIGHT 2'C 250 # F. (` D. 4' CHAIYNEL /)90 1Y Sid /DS o� F FORCE MAINS 4 0 12 EA. W,4 STRAPPEL�TD FORCE MAIN - 5 ALL 3ACKF /LL F ORCE MA11V9BETW METROPOLITAN ENGINEERS /30 120 //0 DETAIL NO. 4 BE/VT 12 "TOP soTr. FM. 4177 /2 TO FM. /04 /¢. G'O TO 13F CL. BROWN AND CALDWELL CAREY AND KRAMER TIE TO HOPI Z. RE. STL, ALL A,PbUND, TYP. D E T A i L N O. 5 6, l0 O HOOPED SECTION N HILL AND INGMAN R.W BECK AND ASSOCIATES A /►ROVED R[COMM[R 9 A 20UlVD PIPE TYPICAL R R. CASING DRAwm T-)W& Project Engineer - Metropoli�e„ nginews AS �OI��� Fer Metropolitan Engineers CM[CR[D E AI ►ROV[ , BLOCKINGDETAILS ,= BURMITTED --- C E i per Metrepeliten in.ers �N 0 SCALE DATE DEC 24, 1963 NO SCALE �� ���� DATE BILE MUM 3NEET MUMKR �1 pp O MU raER ,or Municipality of Metropolitan Seattle MAY 19 61 . R 2 0) A 12 a, 4v P 1 0 4 0 I I ?8 25'- 0 S104 310 2 10 2nd c 7 51- 9 81-6 9 1 - 6 8' - b 1_0 CONDU /TS pPiv �, T-o NAVE -2 /2" /' -6 /p� I FiECE COAVC, cOVE1?- 6 ALL o rNE R OpN'GS r 5105 ,QrlMGn -8 x 6.8 x - o 9AVE / PIECc c0VEa S / 6 c 0 G, W rN 00 OR , SEE UE T. 1315106 Nr2. ro lZoV106 ,4n/ ANGLE a n/ Svurk 5 i E N 1- Bv/ l- D lAl G Fort MouNrIMG M67& , p 141-0 r--- - - - -L- ---- - - - - -A S 10I 3 � ' � I I I I T/Y7P�' . . j - 4- -- - � - = - - -► I i �p ' ^ p h Vao o � . II I I I I I I ( I — I + .� - -120 0 EN /NG F ©2 5rp, p 1 6' -0 , Q 2- O'TYP. 57012 9e � ,CFFc uEN7- = I i I I I — — S103 S16 W E 17 oC�ooWNEL, /2(.2 Li AlMJ1B 21- — C14L 171A 0� si06 CON rAc r G11A NE V�2EWF 90r7 oPAIG. SEE 57-D. C7STA14. J�ll I Lil =d 1 F_ FOR clov"612 �/Fr/ Ca ESE EYE 5EE Orr. )1 l0(0 t + + .5EE l�)ET, + �- � o S 104 711�� s&n1j °- 2qr 001, ?07f+ 4!_ FL/iGlzAE CAILOfZ/N'AE CONTACT CHA N/VEL C,Ud IN LIN/, ,FENCE I - SWI� NGdBE S 05 4.3 15 9 3 -9 41-,5 4 -3 3' -9 31 9 S'- b. �— Oc - - - ' FAI1. 30 r' x 3v" - - -- - - -- - - I - - BV-PA-66 SEE 4L I f 4' -6 8'- O - r 6 I W 5I C r/ON4L PLAN EL 113.t 5105 Ail r012 0,C 5L .4a r3 �, - - - -- - -- /06,17 S(0 EL, 12G,0 )� oo' �a `/ �; -13 "u //. 5 S104 'o �-� /710 !2 I7 r 0 4;3 4! 3 m' - _ 1 - -- "? -r3 / 3� 1 ^, BACII T0FrL 0 EL, l0�,l7 --FACE of WALL - o o 0 - -- - �,FACEz F ENC, c 7 11 12AM51T10 2 P � 0W I rs Vf 11 d,3 -32.3 103 -3 T 3•G� T, : 4-' 3Q r = ,'3a,r , �L�i - - Q� ;8 -75 - - -LINE of DINTS Or1 2ES r,gd r F �C E C Y - 104 -44 -c> U T- 3 i d s 3l - 17 -34i I ' i ' EL. 93 `{ 4.2 - r _ � , s , 95 5.03 � • , 'd . : , � I Q- r.,,•,,° , : a..'e.:,'` �2 i d - 26 °- 77-'3QN i T. 1,5,(05 o. 13JJ © P - •° �/ 0 �r?I ' 0 •. °•• ..7 :o; •, �' 7,• ; 3(e oat /6 74 - -- 35 =3 2!(0 l5`5�2 DIMENSIONAL PLAN OF DIVERSION CHANNEL AT ELEV. 977 SCALE: I /4to-T -0 n(6/000' 30� I 1!10 /�4 S `S Ili, P, A/ 174 I &4.21 E/)to I g41`�9 /000 E'x ru s ranNG P / /0E SLEEVE ForT .11130E RANEI -5EE TOP PLAN SCALE : '/4 It= I' -;0 5EE DEr• Lao '1 ' 5/5/07 1 � rr�6 5ra II 1 21-6 4 S104 AS CONSTRUCTED DATE DEC. 24, 1963 _ I 3'-O 5IN16 L 5wW rl 611 r' P� o w tiP ,y yC� � 0 Z v `S T E k O CALOw wASH6, �Q 2 cr 0 ;A's fG!ST �SSIO NAI. tY?E /L 6)?A71NG BOLTED C471VNEC71 ON6 Fn a E A M6 �I I� N�OI °2030" W No rE 5EE SPECS. F0Q DFrAILS of ILUICS FLAP 64 r'E5. Ai0uN711VG6 M 15C, I rrMnlG rn su! r E qu/pM E rr Fu/rN /sHE� FV2 EXc V,� r/ ON e DRA INAG E pg� rEM PLAN5 �ELEVArIO N5 5E6 OW c' 4 10441'S SCHEDULE I .5A ME A55 0 7-HEr2 510E 5 SIO 25' - D 5' - 9 81-6 9#-6 8,-,6 8 /_0 T y/� PRE 5 5 UQ E FLAP mo. �4- No's No. 2 /VO. 1 Ca A T E 06 TA /L /010 ° 72 raAA151 rI ©N 5EE 04NG M /4/ - -- -- _ #6015,8- 0 L0,VO CG7N,DU /T'S Ca' /2 "TOEL./25.4 „ �, 5YM. ,48T-t 0F/8w9@ /2 "TOEL. /20.0 /2 / -6 /2 #go /0 "To EL. / /0.0 � -o TyP/GA L -SEA SEcT,' zf�lo3- I - 8" ExraA 57zo1v6 �!o C 14 P /PE C4P aeLL 6� O 2'-6 rNO - IN✓ EL,1Z0,0' 2 -�� p 3 0 — 4 -o N ir O Y Z I i i Y F I v I z ! I /2' - /l %2 EXr�,vv qpk� /Z, /</5/07 SAME q 571-. /Nr0 WALL 8 - � SEED T i' %5 tc► � ° � _ _ _ it 5 fjELOW EL,1 /O.O �° `� - _- 9 -� - SCE DET,Q 15!07 I . /2'' THE�P.5 /OE. ryi° -- - -__ - -_ - -- _ t� .��'� 5E.cT. 5 5/04 O 96 c�P 5EE OE 7' N 3/0 -- - - $ " ,� ` 36 3 /' -6 1211 2 -a �, 20 -o l 1 /- ee13- - a r, - -- aLv4Ear� S103 � E. �, N sE E 5cc T /l5 /09 1 _ _ ._. � _ TOT' �, 30-77044 � -_ EFFLUENT CHAMBER er 3.a c3x3xs�� "�e,�Eq'r�) N « S'' t� 2¢ x !'3 L6, �" - i tY . :'!p� - 5EE DET /5 /07 o QoL7 70 /56 33.9 - ` 15C339 �� - PUMP Fah , 0 1 -TENS, - - — - - - - -- I $EC- ROOM SEC �� 0 24 °� _- — - i - - - - -- -- #i0 (F,?4'�AL r To EL. /OD.O O !6' 15-7 33,9 iI6 /lY , #924 ",4LT. EL. /A�.O roe /26.0 7 ► N �S�E s�cT- �sl -- - -- /2 —O NG SFE D TINl510,7 `1 V f �� - o u % t S103 a r °� EX 77/24 57720 JG �0 / +O , - �SC� /5° F. #15C' ''E. w. E,� C14 PIPE CAP aeLL ! , L #SC </5 c� ° L h - rr 00 ENt� - 1N11 EL, lZa. o -�o #.5 ,9 /5 liz 9 O /2" + '05 l2 "E-F.. E,vV / 6 ��'� / FD�P APE /NF. 5TL / + SEE 5EC7- 1/5!03- 5C� /P 1plU 3' -9 4' -3 �5C18'° 3' -9 31-9 I � W 8 @ A? TO E4, /ZG.0 /''6 lvv 4 N't� 3 No. 2 No. t # 9 /p., ro �� . loo.0 1' =6 8'- o 8' - o / 8`' - o /2y 0�- ,3 0 /O@ /o" To EL. e ;r#/cll 727E,d7E0 I n I #! /Ca) /O" TO EL, 105.0 37' _ 9 llmjjErz 72 .7W4N517101V #//@ 9" TO EL. 980 - - - -- -- - - - - -- - - - - - -- — - - - - -- - -- COAIDU/T5 ' Q 6 3 9_ , 105 I I � lt_ } 4 - -e /o,� '`' •�: /o" - 0 -�4,�, 3�ox /9, °;Qx% '�� b ALUM, L.�pE 113- SLu cE GArE o C �'L- - 5EE a �/pit TO CTYP PLAN AT ELEV. 1110 0 WELDED To C SCALE 1/411= 1 +-0 q ca i 3 6 EL 92.40 I a S104 17-0 2. 2'a 2'3 1CAS SEAL /Z A5 S'FAL 6 �'! BAR SCREEN _ WELL , _ G5E/E 5 DCT . 09 &12 54. 10(e 8. STO. FLEX JOtJT �h f SEar, &cr aF 6 i ION tk1 vFENl0V,,4 1L �5 E E ! CoNC. FIL L E r.S 5/0 ,SEE 10E-r t �—EL- 92.70 TQAS,U !LACK O' i 5EE DEF F /S/O(v EL. 92.60 NOTE. - /o 6 FO,e TPA.514 2A 1 "E - -- - - SC. - DET. .11-5106 /s' - %2 Co/VC. F. CTS PIE,e Fo a /?E/Npr. — .5'P' • sEE SECT 415104 STRUCTURAL PLAN OF DIVERSION CHANNEL AT ELEV, 97.7 SCALE : 1/41'= l'-0 F AS CONSTRUCTED DATE DEC. 2421963 G Cti/ �. of wasNiN� � Q NAL 4 S104 F'UT'4117E CA1L0171NE rO N TA c T C, AAWE�_ L 3,c Z (?YP. O 0 O TYPE K G/2AT /NG- GRA7-1NG 5ECT1ON5 MARk'Fli WITH "R" T© BEE RE-MOVAQt E. 3 OL TED CONNECT /ON5 FO kP 5 M5 4A10 Z SEA T. 10440 SCHEDULE I 114 � v: 00 0 rL EX, JON r ; VOTE= TEMP02,4A7K FLOO P SHALL ,BE CONSTRUCTED OF CONC ,TOPPING. USE HU/VT,5 TUX Ar 150 5Q. Fr. / GAL _ TO PPEVENT .BOND 5ETWE•E C01VC, TOPPING' AVID PE�M,g IVEN'" FLOOR. g EL. 100, 87 CONOVI T- 3" OF PUMP NO. 1 03 YMAMS/rtON I Gvn/OU/r 3�r rraL;UM—WAIO- T OF 2 62 ' - 3 SECTION SCALE: 1/ "= I'-0- 70' P OF PAD EL. (b1.75 - . - - - - - - t-• -4�° CoN fuc ro R ro Pno vt09 i DW651 To 541PPo2 r T14E pump 6uam1rTC0 Forte' I APPIZoVAL To THE t 7'va)NE9121 I ,O OF PADS EL, 100.89 ANCHOR P,40 Wl 6 6L, 100.75 EL, IpO, 2$ -- EcEloo,75 —4!1 ►� -- Z64I ERro V` SUMP /4� 3 SuMp I�, i 5.0 DI,4.5rO. C12CULA12 srat/? MoD/FIEC F012 r I SEE ING , ; _ CE N rE a /0 , AA I �2 4 L L AtZ 5 - (1, Tr%3 60 3e r �.�9r� C� 7zgr t 'Y •o (SUM F) • /' � - - I - - - 6417TE17 70 5LIMP tv\ ,m TEMPORARY FLOOR - PUMP ROOM SCALE : I/411= I1 -0 EL, /00.87 EL, 100.75 CL, /00,50 —f.3 r/E5 62 i2 3 -Oro —� _ TEMP a // CONC. • & Cld WALL E VE ny o r1tEZ? COG!/15Er 5C' 8 VElZT IN CENTEQ 0 W.du, /=ILL cQ l7 /E5 Vet/ 6(70ur. EL, 111.0 ---t EL. /05.00 E.F. L, VAR /ES El, 84.00 ;NOTE= THESE BARS ARE AT �"ACN ,F/VD OF 72„ TITANS /T /OHS. VER T/ CA L 5 EX 77 ND //V7'0 WA 1, L AS CONSTRUCTED GATE DEC 2431963 #51v/Za E. W. 91)V, 40' - 3 SEE 05 r c,/5 /0& f- L. 90.00 -eLc01,e 0070 vr2 &4E 11V574L4.Ar10A.1 20! 3 SECTION (a2 2 1 S102 SCALE : 1/4"= 1' -0 1044�:�9 MUNICIPA SEH FzK G o CA1�� S i of Wq S (� P f wQ H Z pQ� F, ti RENT I Z z INFLUE AF pF o 4, INFLUEI C FS 's T F -k �k, s c/S T E�4, \�`" s��NAL ENS'\ s /ANAL Env LO W07z I - 5T e-E L" PLA hl 0- E L.. Ill •o SCHEDULE I .112-001 EL. /05001 ,05pl2r, E W. 92, O _N Et . VA Q/ E'S /1/O, 1- 72 TRAm5/ 7-1o" CONDui r 19.46' 5 5 126 -io .► -. - - - - 0= 4 /N Do T N WA u S N W WALL 5-u/0E5 Ilk w 11 4 X lo" /3o L r5 ELD 70 Co L. Op 1AW fI.- 10f, 0 (0�0 1W. EL. 10890 INV EL. 10 0 IN V. EL. 109,0— — 314 " K/0 oL 7-5 WE 0 70 Coy, is 9h a a E,L.1 ?(o.0 rL. /?&.0 /ICONDuIr �y �/' £L, 103.0' LL EL -7 wAL IDD t In I W z W/ O cv LF 5E'CT of I 3- � "0.4NC#0R ,BOLTS sro PIPE I (� -5„ o. C. [. W/ 6120v;' 92.7 o; EL. 90.0 *5c; 1,2, E: W. E. F. SECTION 3 3 SI01 S102 SCALE; 1/4" = 1'- 0 NV, EL. / 09 0 1Nt/ 1-108. D 7 � IV "CMP 5ar / 1NV EL. 104.0 MAX. L/MIr5 of vi a r i c A L FxcA vArioN PLAN 87.0 TO EL. /IL'), o} -- - - _ INv EL, log, 0 re =c� 1, VaAI J PIPE o 8E /2 0014 . PERF0aArc1c CMP mw /o GQc-G = AtUco" a2 2, F62 OEr4IL5 of 0/ZA/A/466 ENV6L6pE A2ouNO PIPE 5EE OA/G, .510¢ EL. 68. o ELI 64. 0 EXCAVATION a DRAINAGE SYSTEM SCALE , I "= 20' /ZO" /2CP INFLUENT 55-WE-k) rrPE' � G',PAT/1vG 0`7&/2" v v 1 10 sro/o cra sTo2, GUIDE 1 1k u u 1 5EE OEi H15 lcG ° I I SrbJ' cENTE 2 Gc/i0 _ <� I _ < IZJ ' 8 - 8Yl---/7 - LL EL -7 wAL IDD t In I W z W/ O cv LF 5E'CT of I 3- � "0.4NC#0R ,BOLTS sro PIPE I (� -5„ o. C. [. W/ 6120v;' 92.7 o; EL. 90.0 *5c; 1,2, E: W. E. F. SECTION 3 3 SI01 S102 SCALE; 1/4" = 1'- 0 NV, EL. / 09 0 1Nt/ 1-108. D 7 � IV "CMP 5ar / 1NV EL. 104.0 MAX. L/MIr5 of vi a r i c A L FxcA vArioN PLAN 87.0 TO EL. /IL'), o} -- - - _ INv EL, log, 0 re =c� 1, VaAI J PIPE o 8E /2 0014 . PERF0aArc1c CMP mw /o GQc-G = AtUco" a2 2, F62 OEr4IL5 of 0/ZA/A/466 ENV6L6pE A2ouNO PIPE 5EE OA/G, .510¢ EL. 68. o ELI 64. 0 EXCAVATION a DRAINAGE SYSTEM SCALE , I "= 20' /ZO" /2CP INFLUENT 55-WE-k) rrPE' � G',PAT/1vG EL, l2& s Q � lu ti - TYPE - K � PA ri1 IG o7Y101 e L L It x �/a w/ EL. lG)(o, l7 15 "x/5 "F /LEFT a �r , r Ca 12 1/099/, ( rya \ E. F E. F. EL, 10390 - w I/ TYPICAL. E. F � 5•Ci' 1:C �r E. F. _ EMUVAI�;�E , , fT L- �s r l �r8Af c'' 2 -0 ` EL. VAjel '.`i ` d. M EL. q0.0 -Z Y EL , 90. D --�- Fo,¢Nt ClIZVE0 SECT' OF 6;`-0 1.2 "EWE.F. FILLET /N PLAcf, WEAk' , ONO 3Lrrv'N. l.: ILLS T � Bor # 5012 4 *t3 ooWELS sEE PLAN SECTION A SIOI 9WG. 5/02 Fog LOCATION (3 SCALE = 1/4"= 1' -0 It. /Z z pkrs o EL-100.0 o ,5EE. DWGS. 511 �M1o1 CLAISS 2 6ACICFILL a FL /Z612 i pro OMPACTEO 701 L p rL. i A5wc 7qq MAX, olzy DEN51T y ELEVATION ,EL .116, (TYPICAL) E �— EL, //0.0 o EL, qo.o C-4. 197-0 96 "EFFL. UEh/ 7- lc - - -- - - /7 � - - — - - -- 1 -2 3! (o 1!6 2!5 6 3 - -C2,1" 5 2 1?� # I 12 5c 2,! , T ypic a L 72'X 60" 7fllM L E �- 4- RE-cpo 14 V c 3 0 C� BY A4.9NCJF. R-1 /2.0 Zip, I ��@ 2 7c ='!d`E F GuTrER --�— FILLET MR) TyAICAL � EL.1CX�. W. E.,� 5LIC2E 45A - 7n4nrs 7/0N v I �'4rJ% tL 7p IL �T- M EL. C d 55 " PLAN Ar EL. /ri o N v EG . //O.O 5 m�v - 0 — z 0 FLEX.JT, 5EE 5T0. OE%A1L -9"Pyc. II ¢ `,\ 721X i `. , r,Ui MlbL6 # -� ,� � T12i5A7\C7 SUL IZ N EAO 5 BLOCK OUT IF FOQM 11V 6 FO1? CONDO f r S E C T 10 N slol S102 _ FOR 5LL.UCE 15 70 IZEMAW lwnLAc6 17" GATE. FILL 5NA L L $E Q 57EEL LINErz FLU5H W/ W/rN 1ILL 5EA445 MADE SCALE 1/ " 1' -0 ,�5 PHA LTUM WA7`E/2T /G/aT 8y WELVIA16. 4 OR EQUAL 711E EXP05ECJ 6U2r4 cE 4F7-E,P PL,401 s 514,4LL gE Pd1&177ED /N c5ATE ACCO170ANCE WrTM o. WA LL 5 Y5 T-EM "D ". L 1NER 5HAGL ,BE WELL ; rl IV C/- ✓Uk:�'EID \ p /N CON/. �2\ NOTE ' - - DRAIN LINE BACKFI L L GRAVEL 0 0.5 I. D. L IM/ r5 OF EXCA VAT /ON = 6'� TYPICAL DRAIN LINE BACKFILL NO SCALE K H CALo P�OF W4s Xy Q�\O 6F WASys��< a o � z Z cc o, Fss�oNALE ENS' \�� Fss /�NAI. AS CONSTRUCTED DATE DEC 241 1963 % PA 55ING 5 /ZE F �2 914 " /00 3/8'" /00 # 4- 5 -40 70-85 # /0 0-/0 35 -60 # 20 0 #40 O 5- 2IO # /00 1 O 1 O SCHEDULE I i � L5�x3r ii2x 41vcl4oR 13d L r5 1 ° I I . I � SEa L I 11EMn M LE CON LLEr - - I I � ,�oTronh I -- • • \ r I s v EL, l2& s Q � lu ti - TYPE - K � PA ri1 IG o7Y101 e L L It x �/a w/ EL. lG)(o, l7 15 "x/5 "F /LEFT a �r , r Ca 12 1/099/, ( rya \ E. F E. F. EL, 10390 - w I/ TYPICAL. E. F � 5•Ci' 1:C �r E. F. _ EMUVAI�;�E , , fT L- �s r l �r8Af c'' 2 -0 ` EL. VAjel '.`i ` d. M EL. q0.0 -Z Y EL , 90. D --�- Fo,¢Nt ClIZVE0 SECT' OF 6;`-0 1.2 "EWE.F. FILLET /N PLAcf, WEAk' , ONO 3Lrrv'N. l.: ILLS T � Bor # 5012 4 *t3 ooWELS sEE PLAN SECTION A SIOI 9WG. 5/02 Fog LOCATION (3 SCALE = 1/4"= 1' -0 It. /Z z pkrs o EL-100.0 o ,5EE. DWGS. 511 �M1o1 CLAISS 2 6ACICFILL a FL /Z612 i pro OMPACTEO 701 L p rL. i A5wc 7qq MAX, olzy DEN51T y ELEVATION ,EL .116, (TYPICAL) E �— EL, //0.0 o EL, qo.o C-4. 197-0 96 "EFFL. UEh/ 7- lc - - -- - - /7 � - - — - - -- 1 -2 3! (o 1!6 2!5 6 3 - -C2,1" 5 2 1?� # I 12 5c 2,! , T ypic a L 72'X 60" 7fllM L E �- 4- RE-cpo 14 V c 3 0 C� BY A4.9NCJF. R-1 /2.0 Zip, I ��@ 2 7c ='!d`E F GuTrER --�— FILLET MR) TyAICAL � EL.1CX�. W. E.,� 5LIC2E 45A - 7n4nrs 7/0N v I �'4rJ% tL 7p IL �T- M EL. C d 55 " PLAN Ar EL. /ri o N v EG . //O.O 5 m�v - 0 — z 0 FLEX.JT, 5EE 5T0. OE%A1L -9"Pyc. II ¢ `,\ 721X i `. , r,Ui MlbL6 # -� ,� � T12i5A7\C7 SUL IZ N EAO 5 BLOCK OUT IF FOQM 11V 6 FO1? CONDO f r S E C T 10 N slol S102 _ FOR 5LL.UCE 15 70 IZEMAW lwnLAc6 17" GATE. FILL 5NA L L $E Q 57EEL LINErz FLU5H W/ W/rN 1ILL 5EA445 MADE SCALE 1/ " 1' -0 ,�5 PHA LTUM WA7`E/2T /G/aT 8y WELVIA16. 4 OR EQUAL 711E EXP05ECJ 6U2r4 cE 4F7-E,P PL,401 s 514,4LL gE Pd1&177ED /N c5ATE ACCO170ANCE WrTM o. WA LL 5 Y5 T-EM "D ". L 1NER 5HAGL ,BE WELL ; rl IV C/- ✓Uk:�'EID \ p /N CON/. �2\ NOTE ' - - DRAIN LINE BACKFI L L GRAVEL 0 0.5 I. D. L IM/ r5 OF EXCA VAT /ON = 6'� TYPICAL DRAIN LINE BACKFILL NO SCALE K H CALo P�OF W4s Xy Q�\O 6F WASys��< a o � z Z cc o, Fss�oNALE ENS' \�� Fss /�NAI. AS CONSTRUCTED DATE DEC 241 1963 % PA 55ING 5 /ZE F �2 914 " /00 3/8'" /00 # 4- 5 -40 70-85 # /0 0-/0 35 -60 # 20 0 #40 O 5- 2IO # /00 1 O 1 O SCHEDULE EL. C d 55 " PLAN Ar EL. /ri o N v EG . //O.O 5 m�v - 0 — z 0 FLEX.JT, 5EE 5T0. OE%A1L -9"Pyc. II ¢ `,\ 721X i `. , r,Ui MlbL6 # -� ,� � T12i5A7\C7 SUL IZ N EAO 5 BLOCK OUT IF FOQM 11V 6 FO1? CONDO f r S E C T 10 N slol S102 _ FOR 5LL.UCE 15 70 IZEMAW lwnLAc6 17" GATE. FILL 5NA L L $E Q 57EEL LINErz FLU5H W/ W/rN 1ILL 5EA445 MADE SCALE 1/ " 1' -0 ,�5 PHA LTUM WA7`E/2T /G/aT 8y WELVIA16. 4 OR EQUAL 711E EXP05ECJ 6U2r4 cE 4F7-E,P PL,401 s 514,4LL gE Pd1&177ED /N c5ATE ACCO170ANCE WrTM o. WA LL 5 Y5 T-EM "D ". L 1NER 5HAGL ,BE WELL ; rl IV C/- ✓Uk:�'EID \ p /N CON/. �2\ NOTE ' - - DRAIN LINE BACKFI L L GRAVEL 0 0.5 I. D. L IM/ r5 OF EXCA VAT /ON = 6'� TYPICAL DRAIN LINE BACKFILL NO SCALE K H CALo P�OF W4s Xy Q�\O 6F WASys��< a o � z Z cc o, Fss�oNALE ENS' \�� Fss /�NAI. AS CONSTRUCTED DATE DEC 241 1963 % PA 55ING 5 /ZE F �2 914 " /00 3/8'" /00 # 4- 5 -40 70-85 # /0 0-/0 35 -60 # 20 0 #40 O 5- 2IO # /00 1 O 1 O SCHEDULE 5 m�v - 0 — z 0 FLEX.JT, 5EE 5T0. OE%A1L -9"Pyc. II ¢ `,\ 721X i `. , r,Ui MlbL6 # -� ,� � T12i5A7\C7 SUL IZ N EAO 5 BLOCK OUT IF FOQM 11V 6 FO1? CONDO f r S E C T 10 N slol S102 _ FOR 5LL.UCE 15 70 IZEMAW lwnLAc6 17" GATE. FILL 5NA L L $E Q 57EEL LINErz FLU5H W/ W/rN 1ILL 5EA445 MADE SCALE 1/ " 1' -0 ,�5 PHA LTUM WA7`E/2T /G/aT 8y WELVIA16. 4 OR EQUAL 711E EXP05ECJ 6U2r4 cE 4F7-E,P PL,401 s 514,4LL gE Pd1&177ED /N c5ATE ACCO170ANCE WrTM o. WA LL 5 Y5 T-EM "D ". L 1NER 5HAGL ,BE WELL ; rl IV C/- ✓Uk:�'EID \ p /N CON/. �2\ NOTE ' - - DRAIN LINE BACKFI L L GRAVEL 0 0.5 I. D. L IM/ r5 OF EXCA VAT /ON = 6'� TYPICAL DRAIN LINE BACKFILL NO SCALE K H CALo P�OF W4s Xy Q�\O 6F WASys��< a o � z Z cc o, Fss�oNALE ENS' \�� Fss /�NAI. AS CONSTRUCTED DATE DEC 241 1963 % PA 55ING 5 /ZE F �2 914 " /00 3/8'" /00 # 4- 5 -40 70-85 # /0 0-/0 35 -60 # 20 0 #40 O 5- 2IO # /00 1 O 1 O SCHEDULE SCHEDULE f 0 It Q u, Its, 4) OF EFFL LIE/VT SEWER .?EIN, l 5 yM A 81 t -� - c90 ww -�' O .126-00 • TIFIP E 91 7'YPICA i- d 7v V O �- Z �N 14 41 Li 4 -010 SECTION �Slo SCALE - I/4 If= I1 -0 Ir J n Of 4 ' N EL . /OS 00—T _- 1 r5C�15" EL. VARIES E. �. - 089//' _El. VARIES .r a6 EL.. 88:00 Q � Y Q — 9' -0 -015P/2 " of '?Loa SECTION 6 sloe SCALE - 1/4"= 11-0 EL,1Z (o,2 ' 7 • . .0 I �� u t i r i 2 =0 ��O.i N R. _4 EL. 126,0 EL,_98.© EL.. 90.00 #.60/2'► g5w E , F, E.W. F. F /-2 Js L ' � A 5' -O /'-2 &V EL, 100.0 All �G a , o _ � a 12 (� /4 "�X2o 4AICW, eolr5 —0,L, 11.4 7jEg rrIEATEO 71Mi3 rz aUL lk` HEA O W IS "A 5PN4L r / Pl?E45A/ArE Z7 .l4 //V r Cl4l eR G^A.5ZkF7' ( EL. 92.QG1 � 4 1 g f e 4. 0 2' —O TPA /VS /T /0 At ryp � _ A SQ. To a o/A . - - - • -� E. W, E• F. -6 51-0 1' -6 g f - 0 Cot? 400 `7, 57 `L. lVF /Njt� SEE SEc7.5, 2 /15/03 � 515/04 SECTION 7 S102 SCALE : '44 If= I' -0 /'7 3011 x 30 '' rot /M R L E FE C E' S-5 DD/M, /3 y LAP Gar E M A 4 LiF, 56E - DvtlG.Slol WALL ri 0 EL. //Z. 5o rl 0 .e 30" x 30" BY-PASS SECTIONAL PLAN AT ELEV. 113 SCALE - 1/4"= 11 -0 C IN CT/Z 'L) —\ �O SECTION 10 S105 SCALE: 1/4"= I' -0 :. r/ Z, 5 7" ao/Lfs ALL ,d VOU/vo - O N O i d O O h s Fu7c/r1E CNLORIA(E con/7-AC7- C14AnlnlEL /4' - O I � I I 0 . 1 �o EL. l26.00 - SrO, Ilg ,4 11- A 1247 LlA/0 `E-L: / //: 00 `�__ DovEra /G 5Lor Fnrl M,d 50AI2Y ANCN0125 ( ryP /c AL) _ /O1-0 4f-0 r � � ELEVATION SECTION Sal SCALE - 1/4#x= I 1 -0 q! 131¢ - NorE� I _ cast BLftS. W/LIGJ. r gir coNc, USE "NuNrs rUX` o ! s4. r�r. /GAL. a ._ TO 0 2EVEn/ r BnniD . lF L. 5 //v - _ - PL ACE R12EVEN7 90ND W15r12VCrUIE SE4L AW WEEN 8L1�5 SrQuc7'uQ � .Q w1 rA1 IGA5 a 512Eq'D.) 5F6 57D, OEr 146 gLo�l�.our , PLAN PLuG w�Mc��raa 'f0 CLEAR' LIF7G, EYE C TYPICAL I COW E L (F2EE ) 0 �3 2F-Q i D. - lu c� w kf, FLUG w/MORra a ELEVATION 101 DETAIL A SCHEDULE I s1o4 SCALE ; 1/4"= I1-0 MUNICIPALITY OF METROPOLITAt SFwer,F nlsPosoL PR( AS CONSTRUCTED DATE DEC. 2471963 P pG. C N CAL p E WASy�yy�i� QJ�O of WASH/���l� -o -o W Xk G/ ST 0k ��� S T s /01YAL `� s /�NAL loll EL. l26.00 - SrO, Ilg ,4 11- A 1247 LlA/0 `E-L: / //: 00 `�__ DovEra /G 5Lor Fnrl M,d 50AI2Y ANCN0125 ( ryP /c AL) _ /O1-0 4f-0 r � � ELEVATION SECTION Sal SCALE - 1/4#x= I 1 -0 q! 131¢ - NorE� I _ cast BLftS. W/LIGJ. r gir coNc, USE "NuNrs rUX` o ! s4. r�r. /GAL. a ._ TO 0 2EVEn/ r BnniD . lF L. 5 //v - _ - PL ACE R12EVEN7 90ND W15r12VCrUIE SE4L AW WEEN 8L1�5 SrQuc7'uQ � .Q w1 rA1 IGA5 a 512Eq'D.) 5F6 57D, OEr 146 gLo�l�.our , PLAN PLuG w�Mc��raa 'f0 CLEAR' LIF7G, EYE C TYPICAL I COW E L (F2EE ) 0 �3 2F-Q i D. - lu c� w kf, FLUG w/MORra a ELEVATION 101 DETAIL A SCHEDULE I s1o4 SCALE ; 1/4"= I1-0 MUNICIPALITY OF METROPOLITAt SFwer,F nlsPosoL PR( AS CONSTRUCTED DATE DEC. 2471963 P pG. C N CAL p E WASy�yy�i� QJ�O of WASH/���l� -o -o W Xk G/ ST 0k ��� S T s /01YAL `� s /�NAL Z %'t7- H�C'EA DE �?OD ro ! 9 r�HOLE - EL, 106.17 6� y - Ad gms 39Yg� 22 SPAcES Cs? 33/8//- 1 /4u TO 5ulr 0/0EA / /n/G 14 3/l2" /3is/2 , own - - —w— -- - - L/FTJ Nco Pthl ( SEE f�LAn/5) ; ALL Jowrs Ta /3C ,,-MADE CONr, WlTN 47LA5 M11VE2AL. I paoDUCT CO'S -14 GO. N 1 -- _ — —• � � —• - �. o _, � �� dui r—�—� - -- — — — - - - -- �—� — p -- - -- — - - - ;ii; +r:� _ N 14x wX toy 9 9 i Ilk I � u u � -- f- /VUJ"5 � ,' lAIELO /Q x W. W. F /2 x 3/8 x lz- ST�DS 66 TTo M (25 tZE''�•) l�r 4 TYPICAL REMOVABLE CONIC. COVER DETAIL rB !t I/2 6 -9 - SI01 r -✓�r- SCALE 'I"= 1'- 0 r yV �LQ / � TuD5 � HoLEs 1� x ,.X r tea. ,A 4n 3" Typlca L. SEC f o 5 /03 QNL L 2'w X 2 a x �,¢'► Coal 7' TYPICAL SEAT FOR CONC. COVER DETAIL C S103 SCALE 3 " =1' -0 1 D, PIPE oTNEr7s) 04 /Al COVER' Fg, z''x /8'► to "n EL, /2(o.o x t 2 M. �3. pint (02ILL 4 14oLE5) Alo rE GALV, 49rEt2 FAarzIc a r/od ,� lip• -� �I, 1,1 FF3. x /4 ►' -- le)" EX, 57Yzo nt G Ica x �IpE SLEEVE 4" JIB CRANE INSERT "DETAIL rb%�% SI01 SCALE: I I�/2" _ l' - 0 EL. g2. !ol FGA% y I yllo" L l �r lIJG Piti! �o r► t 3 CaNr, FaAM & cam 20 Ce7VEr2 PLQrE-S 6M20 �MTO 6m 20 !o M 20 u /3 S E C T. (V /1COTL� 1 6ALV. AFrE2 FA��rC,47 tot E L E V. a W& - WE4D _ -.- GRrnrD sMOOrH b . ` 7�/6� Acsr L x - -- NorE- FAAfI/C47-10 4 TRASH RACK & DIV. GATE GUIDES DETAIL C 5102 ( r SCALE: 3 " =1' -0 G 2x2�x �4� • wl ,/4 - 57'U05 (2 /Z"©—C, TRASH RACK rT °P X807) DETAIL E All 8 8P3/O N EL, 106. 17 — ryPE l4e GIIArING %N ; v / =1 -0 SCALE 2 CONY 3/l!0`, EIIEs L - - - -- J 3 t (c'rx 3 " _ 3/8 �i1 WELD D wAT R rJG l-I r 3 4 3 !1 /2 r FF, /g To 8 �9P3� - -- (& rZ C- Q; D, ) , SM oo T t-t (T ypl C/SL) I `� l ►► � II �ST /FF (o', X 3 /B' I Ua / (Z 12 ap p,� o Tod' OF coop/)-E I - I 7 /tL," DACE l�. FIFE PILLED OZOUT, II i I- I Q3 DETAIL �O4 SCALE • 11/2 =I - 0. c- � ii II iRA56,1 1zQkE �E U! ?E'MEtitiS RA IeE SN�LL /3 E /fit, 1'0 �� � �� i - POONEy 14UN r MnD. Q (MILD 5t L. ) - -- - -- - — — — - I �A')IeE T/7y- l REQ/0. 7EE_r' -1 - 10 @ 3� 11 C, ii I WELD,�B EI!o0 8ArE "5 „- 5/�ZGTE -I - J8 -a TFn caL �E FOe L/FrtNG A77,4CuMFN7- tv 5E6 SICETG �1, -MILD Ile 576 E L I COLLAlZ 104492 2,, I __.. II MUNICIPALITY OF METROPOLITAN 111 -- -I M SEWAGE DISPOSAL PRO ' �-- -- — — I— — _ -� �d <20o LIFrG _ �K c c caLo RENT 0 N S Y S T E N �JrrAC11- P��oF Wasy'Si PJ��oF wasH��F� RENTON SEWAGE TREATMENT - -' � FILL 3oT, SECT. � T� NEAO q/' � kF �., �P �� 2 0 ..�, �� � W / rN COOK , p4lN r lA/ ACCO/z,CA,� C, `'� 3/8 "PL � ' z INFLUENT a EFFLUENT wlT/-/ Sy57EM D ��r� rap (15 INFLUENT CONTROL STI i ,, o , C , SECT E L E V. <`s GAS r E RF, F�, �� �� +� O C s+� ��� F sT ncTA I I C ONA� EN TRASH RAKE DETAIL sloe NO SCALE SCHEDULE 0. 9/¢'1X 4,x 61 -8 (GALL/.) . 2 (26(7'0. DIVERSION GATE 6$1 x (off e GATES W4rk12sT 410uNT F Fc v5 /-/ LOWAV5rl,76AM s/or -- 5NaVEEFACE FLAr DETAIL 102 AS CONSTRUCTED oN ONE SJo SCALE:, /2"= I' -0 DATE DEC. 2411963 ss /ANAL /t 2 N r �I r N f 70p lBW= 6c) n E ANT i I sri' 5e? /y2 it 0121- 4 2.0- 04,X31 „x /to tO -l`!0 x 0'7 NEx, fUEO soc. r$ 4bh/ -E5 com llg"'� x 2%? YEX -140, So L. 5 - WELt� 1.16Aa TO bAc /6 C *4jift. - A8, el/ X 4X I!z (2 ZEQ a• NOTS 64LV, AF7Er2 F'a � Ic rioiu a N /O !' 5'f 5 It 2Y2' 7# TOP 9 8 rl3 c�0 ; . fax g o Sol. T5 EL, //Z.67 xz _ N - - 10 it it 7 u S„ 5 it �y2 311 ! tale, 314 X 1,8 ti �--78 xO-7 - fo/� t4 ►aF3o EX N &ALTS c�. 114. /9 u -� -� 7�.Y "O X V rO " 14EX, ND. ftl-7 14 S ♦ - m "' — D. BOLTS - W ELD WELD I O DL BQ c,� o f 3/ 4pa 7146 7!1 l /Z ►! 15/160) � - - uoLES J it P Lf ,ZX 4fX x 0- NOT E cv A L V- A FTE!'? 9A89o'CAT/04 CONN. FOR SI 23.0 OR S B 13.0 DETAIL N s I o2 SCALE : 0/2 " =1' -0 CONN. FOR 18 WF 60 f' ee DETAIL K sloe SCALE: I'/ 2 " = I' - 0 t4 vtF-a i 7Y' " 6- 7/,g X 0'7'! 7',P /SC33.9 fl I-lEk. ND. Bacrs E'L , /!4.06 • 1511(v'4 90L E5 Fog 7 e X 2Y211 # h EX. 144. BOLTS - W LO NERD To t3Ac/t OF' (2 1269UI12E0) -- -- t0 1, 0LES �.41X 4,�x �i8lx o! NOTE ; GALS AFrEQ FAA82icArroN CONN. FOR 15 C 33.9 DETAIL M 102 SCALE : II/2 " =I' -0 NEX b� NB L N oTE GdLV. At -"JE%Z Fa(3t2ICAr10�! .r t�Z!! ' ! i --t 3 x 3 X31 i (Z REQ'D j �— 'F g. 31%8 r3 /t�fc� �IoLE 1416. /J !„ NEX I�ULTS E L. I 1 Z. O I `— T/ZOLLCy 5rop (9 s Z3.o oNLy) HANGER CON N. DETA I L Q sloe SCALE : 0/2" I 0 -- SL ID E GATE,.4LL/M //VUM , 45CE- 6061 - Tra 11 it ,— I- I14xl%¢x�4x310 z REqu/rZED ) L 0 1 (0 SoL r5 WELD ro An/GLC5 G l- ! o o, C, C 3 Oeq o E,►. ll N &Le ) DETAIL r§"� sloe SCALE; 3 "= i'-0 AS CONSTRUCTED DATE DEC. 2411963 "xe '/ -iC/<' PL A 7 WEL DED TO u s P IPE COL L A R B 'u // 5 (2 QEQtJ!%I60 l �2 7 � ►� ISM; 0 ,DOLES � LS Q!X �fX 3i8lx D�OJ CONN. FOR 14 WF 30 DETAIL sP SCALE : 0/2 .3 4%e.5 rn PIPE I I 7Y10E K GRATING t�l�I 11lG x 4 "x 5% Fa WELDED TD . 5 % P/ PE CoLL A R. STAIR LANDING FRAMING DETAIL S SCALE: 0/2 0 G cti wasHiti��7, A o SS /O N AL E- �� H CAtD� P� of w4 Sys F� o� o W IS T FSS�oNAL NO7-E . em-,ALV AF rE17 FA52tCA7 104 104453 SCHEDULE I I AV- • I 7Y' " 6- 7/,g X 0'7'! 7',P /SC33.9 fl I-lEk. ND. Bacrs E'L , /!4.06 • 1511(v'4 90L E5 Fog 7 e X 2Y211 # h EX. 144. BOLTS - W LO NERD To t3Ac/t OF' (2 1269UI12E0) -- -- t0 1, 0LES �.41X 4,�x �i8lx o! NOTE ; GALS AFrEQ FAA82icArroN CONN. FOR 15 C 33.9 DETAIL M 102 SCALE : II/2 " =I' -0 NEX b� NB L N oTE GdLV. At -"JE%Z Fa(3t2ICAr10�! .r t�Z!! ' ! i --t 3 x 3 X31 i (Z REQ'D j �— 'F g. 31%8 r3 /t�fc� �IoLE 1416. /J !„ NEX I�ULTS E L. I 1 Z. O I `— T/ZOLLCy 5rop (9 s Z3.o oNLy) HANGER CON N. DETA I L Q sloe SCALE : 0/2" I 0 -- SL ID E GATE,.4LL/M //VUM , 45CE- 6061 - Tra 11 it ,— I- I14xl%¢x�4x310 z REqu/rZED ) L 0 1 (0 SoL r5 WELD ro An/GLC5 G l- ! o o, C, C 3 Oeq o E,►. ll N &Le ) DETAIL r§"� sloe SCALE; 3 "= i'-0 AS CONSTRUCTED DATE DEC. 2411963 "xe '/ -iC/<' PL A 7 WEL DED TO u s P IPE COL L A R B 'u // 5 (2 QEQtJ!%I60 l �2 7 � ►� ISM; 0 ,DOLES � LS Q!X �fX 3i8lx D�OJ CONN. FOR 14 WF 30 DETAIL sP SCALE : 0/2 .3 4%e.5 rn PIPE I I 7Y10E K GRATING t�l�I 11lG x 4 "x 5% Fa WELDED TD . 5 % P/ PE CoLL A R. STAIR LANDING FRAMING DETAIL S SCALE: 0/2 0 G cti wasHiti��7, A o SS /O N AL E- �� H CAtD� P� of w4 Sys F� o� o W IS T FSS�oNAL NO7-E . em-,ALV AF rE17 FA52tCA7 104 104453 SCHEDULE I I 3 24 101 M101� LT ° A 5TAL Z I01 D /5CHARGE P 1PE5 I - -- —� 3 "SC ✓MT P ° M /¢ THRO(!GH DRY °AC�f£D OPEN /NG I i a D 15CH 5L. /22.00 = _ �O - QQ II 12 11D/5CH! - - ° I I • r o - 120. /- 4 ' - 3 EL , /20.00 TOP IB X60 3 3 II , I , I I I - • -° 2 - ' I ° ` 2¢ MI01 2 A EL /Z4.0 M I O I ! 0 � ° �' ,a o /• P E•5 /° / V5E'C° T • ' ° O . 5o ClPEEN / V, . \. TE/NSTALLTURN EX /5T /NG EL,BO` s EL. /24.00 2 4 0 AA IN-67,441- F/ TT/NG5 P /P /NG 3 HOWN 4 23 —� ' -' - -- -- I�' -' 9 I TPV /N /2 ' i FO�PCE 5TAT /ON : ° ,,��`' 30 23 ° 33 I, FL.I /4 17 a . 12 B � 1 MA /N5 PIPING 8 I F-71 I � a 25 33 30 33 3l 4 �` • / a7- ' °, . 2 .° . A/R REL EA 5E is I/AL I/E'- SEE DET, EL. /05.00 l ° lie, II 2 0 6 i t ° I __j EL : /00.00 1 1 DWG M102 ° 2 �? INFLUENT 8V- -PASS - -- 6 FLAP GATE /N5TALL /2 "# 45 C O 30 .¢ ,PEAL). TYP /CAL i ( o FA SRI_ I/fILI/E /N EA• 29 I I °'_'1i i 7 v 4� CVT OFF 12 "P /PE /LEI fiPOM I 3 ° 2N'"G. I. P /PE i /'�'�' /�'� Q Q _ 2 � W/f L L . 5A1/E CUT 0* P /PE 101 e M 101 �A ER S£R� /CE 19 19 'Jl 1 I I - - - V,,4L. !/E WIZ L ,BE SUP- 12 I PL /ED ,6Y NUN /C /PAL /TY - — - -- I I I 5UMF� pL ✓MP • o - - - I I 1 ° SEE 0,E 7, DWG /V/ 10 I ° I O cit ELE-v /20.00 17 L31-OCA- DET NO. I /8 ° FM. 0f19.17 N /74, /7/. 34 PLAN E 1651, 896.63 (5EE DWG. P 104) CHLOR INE CONTACT CHANNEL DRA /N 5L UICE GA TE /0' 0 X 5 =0 3! SECTION e �rio� 30 "X 30 ",BY PASS Fi A o A -P-c r,E Cw rE- 5 rEM5, N FUrUteE. /NFL UE/V T SL U/ CE GA TE5 O I 1 I I 2 -PEQD. TYP /CAL EL. 85.50 I L,,— `I- SECTION 1 M 101 SECTION nnlol SECTION 3 7-Kf 2A ° M 101 o MODEL 20 C D FLAP' GATE Q 5L, /08.00 Q �� PURGE WATER •; I _ I N 5TAL L 2-2" 5 PLUG VALVES EXISTING UNION - 11V5 1DF FACE " -- /IVFL CON TOOL .57-,eLIC77 ° M - r5EE DWG. NO. 5102) QJ� P FROM AIR RELEASE FROM AIR RELEASE 3011 x 30" BY- PASS CHANNEL TYPICAL PRESSURE RELIEF FLAP GATE s."�'�` SCHEMATIC, SMALL PIPING o ° (5EE' D{�YG SCALE : I'1= I1-0 � - 1044� 4 SCHEDULE I /1/OTE ALL F /N /Sf/ED 5URFACES S'HAL L $E L EFT SMOOTH AND CLEAN. NO PA /NT/NG W /LL BE k CAL Dip 6VZ11RED. SCHEDULE 40 5TEEL P /!-�E wasH, F<' F /TT//VGS -6z /p ON OR SCRrw,.=,O -ON FL,4 oP� AND PSiP4 71-AfM OR DEZUR /K PLUG 04L IiES _ SHALL ,BE USED, PUM/'.5• V 4Y BE USED SCALE: 1/4 "= 1' -0 EXCEPT AS NOTED TO MA 1N54 1!V LOILY AV,419V LE1/EL //V oFSST'F- Ii WET ez_/-. S��NAL A S CONSTRUCTED DATE DEC 24, 1963 3" 90 °ELL. 3 " NIPPLE 3 " CHECK VA VE 3 " NIPPL E 3 " UNION T�---Z 0,4 7- 5WI7-CH 455EMBL Y 38 L 41-J - 3 "45 °ELL, 3 "NIPPLE 0 "I 2' 6 5UMP PUMP W13""DILCH. @8 DETAILS SUMP PUMP SCALE :3/411 =11 -0 )7 L -,1Y 1PPLf-A % "VALVE �'LE4 %4 "£LL 'EX. COUPLING DRAIN TO fL'R WIA/ALVE IF CA511V(3 Y OFFSET TO CLEAR FLANG£5 I AIR RELEASE VALVE FOR SEWAGE NO SCALE 9t 5X7 /0N EL . 102.77 .e, -- a P05 /7/ON NO. 1 EL. 96.00 975 RPM 3 0 o- 4 P0.51 T/ON NO. 2 EL. 95.50 PEQ'D I2" CHECK 1A L VE 2 REQ'D 6 /2 L ONG -5WE,6 ° TEE 2 REQ"D 7 0 3 P051 TIOIV NO. 3 R. 95.00 9 I-I YDRA UL IC EXHAL1577E,F 2 PO 51r/01V NO. 4 EL. 94.00 REQD l/ : 2 R05 17-10AI NO. PUMPS OFF 5 EL. 92,00 2 READ a ; E"L ECT'C I C CONTROL PANEL cl a 2 ,PEQ'D I T"I I ERMOSTA 7- ` e . l8 BLOCKING DETAIL N0. 1 �o l 3 NON- TENSION COUPLING W/ HA RNE55 2 c• 20 H05E VA L VE 3 REQ'D �i -e 22 EL. 8550 2 PF'Q'D @3 AIR 5UPPL Y ,BLOWER Z A/R /IV TAKE � WAY D15CH. A 1 P DI FFU5 EP FL �ZZ� 3'' SUMP PUMP D /.5CHARGE PUMP SEAL U1VIT (TYPICAL) EXHAU5TER D /5CHA R6F SCHEMATIC, SMALL NO SCALE PIPING 2 "' SUPPL Y 2 "'MANIFOL D r- / �4 „ 1/ EL I10\ .00 50L ENOID VAL VF FLOW RATE 11VIDICArCR PRE55UPE" REC'L/L A70R 5 TPA 1 /vEie 51-1U770FF VALVE S NEEDLE V, 4L VE= S)' PA55 2« 2.50 l21,� 7O GL AN,O SEA L NO. 2 G v,.4 TETC SUPPLY, NOTE.• .S /ZE" A5 �PECOMMEIVDED 13Y EQUIPMENT MFiP PUMP SEAL DETAILS NO SCALE P051 TIOIV POMP NO. / AT PUMP /VO. 2 A T I 175_0 ,_P PM 1750 RPM 1750 1'PM _ 2 975 RPM 3 1750 RPM 4 REQ D 875 M 5E-LL INTAIIE 2 PEQ'D PUMP5 5HAL L ALTERNATE AFTER P 5511VG THOU 005 17-10N MO. 5_ PUMP CONTROL WATER LEVELS NO SCALE TO PPE55URE- 5W/ 7cl-1. SEE DWG. E /OI --\ F OR AS , �M—XZ L I PRESSURE GAGE NO SCALE NOTES 72 "X 60 FL A P GA TE5 TO ,BE SEA L ED A A/0 30L TL-D YVATE'R- T1Gf/T FOR' AN UA15EATIN6 P,eE55L1RF HEAD OF /o FT. Z. ALL FLANGES FOiP 12 /NCH PI PE TO 8E 250 # F ,4d, D 3. ALL 12 11V CH -97-AT-ION P /PING TO 13E 5CHE.0UG E 40 6T-EFL W /TH GYEL DE,D OP CA 5 T )=-/T7-/A/(55. 4 ALL FLEXIBLE JO /NT /NG TO 3E W17-H V /CTAUL /C ;POU.57-A,SOUT' COUPLINGS EXCEPT- LYHERE NOTED 145 DRE55EP CoUPL 1/VGS. 5. D1PE55FR COUPL ING5 TO HA VE T- EN51ON ROD5 DE51GNED FOR 350 P.5.I. INT'E2NAL PIPE PRE5- -5URE AT STEEL 57- RE55E5 NOT TO EXCEED 30,000 P S. /. 6. D 15CHA RGE P IPING OVER S A W 5EWAGE' PUMP5 TO /3E AD.JUS'TED FOR THE PUMPS D15CHARGE P //::'/NG SHALL NOT GO THROUG h% CONCRETE' HAU/VCI-IE- 5. IF P1 r i NG 15 L 1-1A /V GE D Fi OM THAT SHOWN, THE CONTRACTOiC 5HA L L 5U,BM17- rFEV155D PLANS - FO,P CONNECT /01V DETAILS TO THE 57-RUC7-URAL 5T-EE-Z- 7-1-I,PU5 T 5LO C1,01VG. DES /GN FC eCE 5HAL L BE 60 eIPS PER / 2 INC H THE /2 ” CH ECA- VA L VE-5 FOR .SL U,OGE 51-1A L L 8E IRON BOD /ED, 1F0/1 ZE 7-k-71MME-D, DE5I 6NEO FOP A WO )P / (-/MG RVE556112E" OF AT L EAST 250. P5 THEY 51- 14LL 13E OF THE 54LANCED, 5WIAIG GATE 7-Y10E WITH A CLEAR OPENING AT L5,457- EQUAL TO THAT OF THE CONNECT /NG PIPE, A/VI) 51-IAL L f/A VEE AA/ E-X TE1PNA L L E VEP AA/D YVE/GHT. 12" CHEC/� k1,4Z VES .51-1AL L. 0,5_ 5 /M/LAA? TO £'F-1V5SEL AEe L /5T 39 AND , SHALL 3E FLANGED 13Y PLAIN EE/VU z-O2 TENS /ON TYPE FL EX 1.QL E COUi°L ING. AS CONSTRUCTED DATE DEC. 2411963 LIST OF MAJOR EQUIPMENT 81 PIPING / RAW 5EWAGE PUMP.5 AND 2 SPEED MOT-OR-5 2 REQ'D 2 TEIV51ON COUPL 11VG5 /O eEQ'D 3 /2 It LONG 2A DI US ELL 4 REQ D 4 5E-LL INTAIIE 2 PEQ'D I2" CHECK 1A L VE 2 REQ'D 6 /2 L ONG -5WE,6 ° TEE 2 REQ"D 7 /2„ GATE VALVE 3 RE-QD 8 2" G.1, WA TER SL/i°PZ Y MANI FOL D 9 I-I YDRA UL IC EXHAL1577E,F 2 PIE-QD I A I R REEL EA 5E VALVE 2 REQD l/ A/R EELEA5E" PU,PGE LINE ,eL188ER HOSE 2 REQD l PUMP SEAL LINE 2 READ I� E"L ECT'C I C CONTROL PANEL 57-RI P HE-A 7-E,e5 2 ,PEQ'D I T"I I ERMOSTA 7- 4 "I. D. ELEC7',21C 5E -RVICE CON0017- 2 -12 " FOP CE MA /N5 l8 BLOCKING DETAIL N0. 1 l 3 NON- TENSION COUPLING W/ HA RNE55 2 ,PEQD 20 H05E VA L VE 3 REQ'D �i H05E VALVE IN YARD 3OX 22 1!14 " G I WATER 5 EA L DQA It N 2 PF'Q'D @3 AIR 5UPPL Y ,BLOWER Z A/R /IV TAKE � WAY D15CH. A 1 P DI FFU5 EP 6 3" ID15CH MANIFOLD 2 CIRCOLAR 5'TAI,2 OPE/VIM6 2 SUMP PUMP / ,PEQLD INFL. SLUICE GATES, 72 "X 7,? 2 REQ'D 13Y PA 55 FL A P GA 77-5, 72 "X 60 " 4 RE-QV I CHLORINE' C14AAINEL 5LUICE GATE, 100"X60"' I REQ'D 13 Y- PA 55 FL A P GA TE, 30 "X 30 " l ,eEQ'D 3 OPERA T /NC: 577EA45 FOP 72 "X 72'sLUICE GA rE 2 REQ'D OPERATING 5TEM5 FOR 1 ?0 " X 60" 5L LJICE GATE / REQ'D 3 " CNECK VA L VE 3 REQ'D 2" 50L ENOID VALVE 2 REQD 12 " FL G D X /F E. CHECK VA L VE 2 AP E Q D FLOAT SWITCH 1455EM/3L'K CEQD PP,5- 56U/2E ,PEL IEF FLAP GATE 2 PEQ�D 40 %" COPPER BUBBLER TUBE" W� yo��< "D Q O�ssGISTE -7ik �v /ANAL EN 104455 SCHEDULE I CONDUIT RACK FAN '15W 120V 10 PUMPINCI CONTROL SEE SECTION ZrEIOI MOUNTED ABOVE PANEL SECTION DN.TO 30A RECEPT. EXNALIST * SEAL - SEE ELEV. WATER.' ----\ STRIP uEATER r7kW PUMP AI 91 "()TAR EXuAUSTER (TYP) 1 ,E101 SEAL WATER (TYP) SUMP PUMP P- CEPT CH - ARE 3462 & PLUG CI-1 APJ " STEEL ELE 114.17 STRIP WE T CONDI PIPE FLA CONDUIT A l l AC u IV% c 114 1 o = 000 0 a o-0.`a a S ECTION 2 E101 'I I I, MOTOR CONTROL CENTER PUMP 2 • EL I 1 1.67 ° 2 � E101 PUMP NO?- MOTOR I , PS { J DISC WATER PLAN POWER CONDUITS SCALE : 1 /4li= 1 1 -0 SERVICE EMERGENCY CAEINET- POWER RECEPT. I � I 1_ � � I I � { L -- I SEE PLANS Fon couT. OUTLINE OF METAL IIOU'SE OVER, 5EE ALSO Dw c, E 102- SEE NOTE l 1 �E 101 — 3/4'C,4 12 TO — POIST RECEPT. P 112A 5EE SECT. - - - -- - SEE NOTE*l PLAN BAR RACK ACCESS Z 'SACK �" x��3 /I� STEEL FL TO FEtJCE AT EL. 129.5 AND MOUWT �s� TI- IEZE-OW 600V 30A RECI`PT c.N ARE- 3412 3-500M CM 1V 1 TO W E ATWERLIEAD OM POWER, p ICI '4 { I -410 (C,ROU D) J CO POLE SEE DWq P 104 EL 1Zro PROVIDE CC SEALS A7 TWESE LOC EL 1 O G.17 57EBERI,I7E FLOODLAMP 5333. To-rAL_ 0 F 2 R.E911- C.t-I.F5CCZ CIRCUIT t)REAKER, GOOVAC 3P 400A 1XPLOS10M FRAME,A0Ob%T11IP, q,E K 1 000 PI.00F wiTN TYKE TKM 400 V141-TH tNTkt - FLOODLAMP LDCKlNq lf,N; Z.H. RCDE -� z RFQv_ PART SECTION lol ^TF �N�O SCALE SUMP - -- i I SECTION /' I E101 SCALE : 1 /4"= I1 -0 PROVIDE 400A.— p-,ussIt4q WITH Z-350 MCM LUGS OW EACk BUS DETWEEN C-MC- EREAK EIZC PAD ELEV. 101.75 CONDUIT uU5S Z- ELLIPTICAL ANGLE LIMITS, ON WALL AT ELEV. 110 BENJAMIN VaLl'7546 3 /q` /EL 121 104 ELLIPTICAL ANGLE UNIT 20OW UKIUER STEEL P L A N LIGHTING CONDUITS SCALE: 1 /4li= 11 -0 CIRCUIT BREAKER) FRAME ONLY1 X000 VAC 3P.400AJ G•E• KI000 LINE TYPE 7KM400 L- FRAME FOR ISC4A COVEY- -'{ r /PLAZE.PROVIDE T_ _ CUTOU75 FOR SWITCUES 300 DRIP f - I' /z" x' /4• F E)- 51 RAPS 3 SIDES DRILL (f iAR TO SUIT L— GROUND BUS I' /2 "x' /d° FRONT VIEW DOOR & COVER PLATE REMOVED CIRcu►T 5REAKEIz MOUNTINq "OLES PROVIDE Z FULL HEIGHT W P DOGES PEV- 5PECIFICAY10Q5 - P -EC.PT rqoo VAC � 400A)4 P 4w C N CAT MQ AR 4041 W/ L ADAPTER CH CAT W9 AT?-45 P RO v iD E C KOUND LUGS. ?/o INCOMINC.1, 2 -2 /o 70 MCC, 'Z/o TO VI- E C EP7•, 4/o TO q ROUIJD , Iz TO METEI~ SECTION ABOUT �H P MER SERVICE CABINET ���� °fwQSH/ " ���9Z ry > SCALE -.I"= I'-0 � o WIRE PER ONE LINE OWC4 s NA AS CONSTRUCTED DATE DEC. 242 1963 J p4 WQsh'1 F F S T f- SS�ONAL CONDUIT LIOME PUNS TERMINATE IIJ MCC AT LIC,LITINCI PANEL SECTIOU 4ZLM DOME @ EL 123 BEND AMIM N Q 7 643 SEE NOTE 1 OUTLINE OF METAL 1-IOUSE OVER. SEE ALSO DWG E 102 III '�A "C., 7-" 12 TW, 70 LiClWlISC; FIXTUV -,S AT TRASH BAP. $ JIB CVit WE LOCATIONS. NOTES I. ALL CONDUITS Tllk -U EONCR.ETE WALLS ANT) ROOFS TO 8E PEA= STD. D ETA, ILS At-AD C,ROUTE � WIiH CONCRESSIVE#1 PER SPECS. 2. RISIAIq CONDUITS TO METAL. HOUSE.: TERMIIJATE:, EMPTY 11/4' METER1NCj COI.IDUIT IN METEP iI ,Aq CAN L-OCA7F D ON 50U7N EKTCl2►OIZ WALL OF AAE -TnL- "Ol.ICL. CAN SHALL BE WC t,,Ttir- I�kOC)F AND A11N. GIZE OF 27" WIDE x 30" 1,41C,H x IZ" DP. W17P '3/4' PLYWOOD INSEP -T IN SACK FOP, M`OUt4111,ACi OF EQUIPT. BY POW EIZ Co. L1q1-1-TlWq CONDUIT SHALL TERMINATE IN Jukjc -7100 boy, INSIDE POU 3F AT ELEV 127.0±• 1044:35 SCHEDULE E I SC , v A J W LL „H/ V RECFPTS Ck C� .W LL_ od p r MCC %00 A $US 30OA/3 P LTtNG PANEL CY-T- 4- IEO VAC 130OA/3P l A_ _ — -- R R R R LEVEL CON7ROLLER h C4 ss A H ►-� D 15A/3P 125 f 25 l.L w NOZC- : w UNC LINE. DIAGRAM SE.'RVr=S ONLY RS 4 � LU MLANS Or- CQU \PMCN� \DCN`� \F ICAT \011. 3 !- Ly d N w 3a 3CL POWER ONE LINE DIAGRAM I l 15A/3P 4004 3p �- -� 40 A /3P 15A�2P / BY POWER Co S kVA 102W. 450- IT0V WH T - - - - -- 1 40 A/3 P, NO TRIP LkgWTINq PANEL I/8 Q IZ � o- ZECEPT t_- be W DESCRIPTION W 0. uU_ A W W �> a �[ OL B� vW I 4 o v W 416 cu. EoNDiNq TO 4/0 HARE CU. A - 3/a" x 10 - o R.OUMD 1 PUMP Co►47ROL PNL FRONT VIEW METAL HOUSE M 109 gROUND CABLE RODS ON a3� -O' CTRS- -204 3q" "l2 tA110 1N SLAB. BOND TO GROUND 6 TRASU RACK L-rq 4 u CAfSLE W ITN 4/0 STR — sP.AIZE _��� METERINCI CAN CABLE - w/P COUTROL� ALL - LAMPs IN FACILITY 1 MCC LIGHTING PANEL \ V. 10 2 W S/N \ � RLM DOME 12 120 w/P - 15ow. ALL I POLE BREAKERS CONTtyol.'. ALL OUTSIDE. LAMPS METAL HOUSE ELECTRICAL DETAILS a METHOD OF GROUNDING OLS FS 01Z T M oR NTR CONTROL DIAGRAMS SUMP PUMP STRIP HEATER LEGEND DEVICE DESCRIPTION 5 -6 EXPOSED COMDUIT -- - CC�NCEALED CONDUIT X SWITCH I DUPLEX P -ECEPT 20A ® PULLC30X MOO MOTOR , NP INDICATED CONDUIT AND CABLE SCHEDULE SV SOLENOID VALVE PUMP CONTROL PANEL 2ox20x12 RELAY, L. ETTFR DES ICjMATES - - -- - -" " _ - -- - TuERA&05T \T R C011TROL LIQ"T,R --RED, C, -CIREE N, A- AMPLER WIRE CONDUIT SECTION JUMCTIO N fSOx A $ © CONDUIT FROM 'TO u P VOLTS SINCHE 44 NOTES 3 A OR. CABLE SI Z E N � S) MCIZE C. 1 54 P / uo1ST -- P 101 -- - -._ . - - - - -- - -- -- POWEk POLE - SERVICE CABIIJET -- — - - - 460 oo Mcnn 4/0 - - -3 �_.. -_ _..._4 _ MAIN PowEl?E;I v►r>~ SPARE 2 P 102 SEPV ICE CAEINET MCC — 4GO Lg0MCM 3 3 PULLBOX MCC SEt��vtCE Plo3 SERVICE CAL>INET MCC 460 25onncnn 2io" _ _3 3 PULL BOX _ LTG PANEL - - - - - - -_ -- - - -- N ► C, IA sF k F D W I r i T. . v q P104 MCC PuMP *I MoTop- 125 440 4 �� 3 3 A Low It " c,ROUN� -- 4/o -- 3 - HIC,N sr� -FED WINDINq RAW RAW Sump 3 PIOr7 McC. PUMP #2 MOTOR 125 440 o4 3 3 B LQW " c,R.o SEWAGE SEWAGE PUMP P 100 MGG SUMP PUMP I 44020 ti 1 -L- 41 2 I C3 "UND -- - - - -- w/. FLOAT co - orF IZo v CkT - PUMP I PUMP 2 44° STRIP P 10 AA C.0 S'TR.IPI uEATER 5kw I Z O X12 lz. Z, 1 C4 Tu ER Mo SiAT Cc�1.1'�Ir 01- I- 1EATEIZ P 108 MCC F A 1-1 A OT o K �/� 12 0 � IZ 2 SERVICE CAEAWET METAL [koUSE 4/p 1 I�4 Gt'� ©UtJp __ __- . -_. ___ -fRANSF ,M 105 -_ .. sEIZv►cE cA�I►.►ET MCTERING CA►�► I 1 /4 wiR1N� BBC PowEt� C� -- - - - kVA .-- M Ilo C I I -- SV PS IZ - IZ _ - 1 %4 _ -- -A� B C IB - -C COWTINUE FROM I-IOIS7 DISC,SW.TU J� -•- - -- 480 -=v to -- MCC I 3/4 P 112 MCG 1-I O I ST DISC. 11 w. /Z 4 4 0 12 4 - -" - -- P 113 MCC HOIST 1ZECPT -.._ ..__._..._ T - -IZ- 4 314 Ig HOIST QECPT IN PUMP 200M 2oA EDGE OF CO►4CRETF LIC,uTINC,� - CONTROL CENTER RECEPTS MOTOR 3�,A zo — FAN MoToR 416 cu. EoNDiNq TO 4/0 HARE CU. A - 3/a" x 10 - o R.OUMD 1 PUMP Co►47ROL PNL FRONT VIEW METAL HOUSE M 109 gROUND CABLE RODS ON a3� -O' CTRS- -204 3q" "l2 tA110 1N SLAB. BOND TO GROUND 6 TRASU RACK L-rq 4 u CAfSLE W ITN 4/0 STR — sP.AIZE _��� METERINCI CAN CABLE - w/P COUTROL� ALL - LAMPs IN FACILITY 1 MCC LIGHTING PANEL \ V. 10 2 W S/N \ � RLM DOME 12 120 w/P - 15ow. ALL I POLE BREAKERS CONTtyol.'. ALL OUTSIDE. LAMPS METAL HOUSE ELECTRICAL DETAILS a METHOD OF GROUNDING OLS FS 01Z T M oR NTR CONTROL DIAGRAMS SUMP PUMP STRIP HEATER LEGEND DEVICE DESCRIPTION 5 -6 EXPOSED COMDUIT -- - CC�NCEALED CONDUIT X SWITCH I DUPLEX P -ECEPT 20A ® POWER RECEPTACLE MOO MOTOR , NP INDICATED PS PRESSURE SWITCH SV SOLENOID VALVE x uOUR METER O RELAY, L. ETTFR DES ICjMATES 0 TuERA&05T \T R C011TROL LIQ"T,R --RED, C, -CIREE N, A- AMPLER 0(i LlgWTINC.j FIXTURES JO JUMCTIO N fSOx O SELECTOR SW uAND-0FF -AUT0 © SELECTOR SW AS DEStq MATINC1 CONTACTS,DRAWOUT --<E- AS CON STRUCTED DATE DEC 241) 1963 �-� �k P MFA of WA sy %G��Tf Jc �P c ? z Fs, cis T f S�ONA L 70 MOTOR STR. TZ T� CONT201L TRANSF. 480/►20 V 1,0 LR, MAN RESET Ll O I.l 'OPEN Jan E RCO M CAT L H # DRW- 533-3L JS5 4 RA. J4 5. Q TOE aLs PI x SEALWLtTER PSG 51=T Lk 11 Ilk MR 10 Ct05E ON 3554 N 154' RtSINC PRESSURE MR -T WIZ -T PR -T N OPEN ON 17" L MERCOID CAT TCE TOE TCD FALLING # DAW 533 6 S5 PR E Ste)- w ITN RANC, E 6 5 R I404D RESET (SET TO OAEN P2x MR -T uR TO CLOSE ON _�o "RISING TCE PRESS AND 7, u CLOSE ON 2C FALLING PRE55 WRT L H TC E PR D15 W ARC;E L. WATER R PS H ALLEN IWADLEY LIZ 13 U L.1349 STYLE•M 55 0 -30 SEC W/- 9 ►0 A u4. ND RESi`T MR -I MR EXHAUSTER CoWlAC -T I NL T TOE WATER 5EAL. SV Jim u MOTOR CONTROL ELEMENTARY DIAGRAM PUMP MOTOR N0. 1 SHOWN- MOTOR NO.2 SIMILAR WOTE5- x LOCATED IN PUMP COi,ITROL PANEL * LOCATED QEMO7 ELY FROM STARTER LR CONTROL FAILURE LOCKOUT RELAY 15 SEC. DELAY MR MASTER RELAY 3 MIN DE LAY NR SPEED -TRANSITION RELAY 30 SEC DELAY PR PI.UGCjlNC.r RELAY 2 SEC DELAY V STARTER LOW SPEED COMTV-OL F ELAY 0)4 STARTr=K H►C11-1 SPEED COWTKOL RELAY. TCD TIME CLOS INCj Okk D E- ENE>'.C{IZAT IO N CONTACTS TCE.7IME CLOSINC, ON ENEIZCI17-Ar►ON CONTACTS TOE.•TIME OPENING{ ow ENERc'.j1ZAZ10N CONTACTS ;35 AUTO- OFF- LOW -HIGH MANUAL SELECTOR.; C OLITACT5 AS FOLLOWS : - POSITION AUTO 1-2 3 -4 5 -6 7 -e 9-l0 X X X OFF u AND -LOW WAND-N1gH X x X X X H CA Z oq (z) % 1� of Wq Sy�� F� z �Fss GIST Ea�cr�\�1`v TONAL E� x 1044: SCHEDULE I 3-10S c -ow-t. Hoops I'D ; ul o I� ►� I SEE DWG P/ 2 I I I 14'- 3 FOR r1tINF, -.)TL, SEE 'SEC -T. 405 Liz 34' -3 311 3- FoR REINF• STL, SEE SEAT, 7 J5Z12 I ! (o 3•"` 5 c.�NT. I -too 9,5 i� INV. V c34.OG' NE C);: CENTER FC�R 4.&P (ZAO. MC.�RTA2 FILLET 1 I _ 108'` - 1 1 SCHEDULE Z LC%y\ `- - zla 04 -j- to (VERT ( 1 5EE DWG. � o _ Sv asF�r� w 31t1E5 I I P202 �- 2�5, - ON @ 12 0, o, w� 47� � 3 ,� cum yEo � 9 N Q 18 R C)9�� 1 -- — - - -- - - - - -- -- - -- -- - - - - -- - -- -- 3 x'1.3_ -- -- — — SCHEDULE 1. Its 3 12 "I.rD.- R,c,n 5! 6 PLU G TELL C N D r7 8 IN V, SL,, 102.06 - 109 S109 S 109 c0 12 P SCHEDULE` SEE Dw4, P102 SCHEDULE 2 9 S 109 p N 5108 I I S� <0 I S108 08 1 - - -- - - - -- - -- - - t - - 108" R ; C .P �— cD SCHEDULE 2 SEE DWG. P202 ( oPENIN� - SEE 1 1 109 Q•' -o onN�. w 5109 ` c' ¢'- 0 1.0. STD• T PE A -(• S/O M,H• 2lSE1Z WITNcuT 13A66 8 T 3 ¢�� tANCUO(7 S/09 t oLTStrK¢� _ tLWW TO BF. I1hOROLITWC., INSIQE � Top N lLE(Z) to 'jURFACE TO F5E F0RMEP FROM NO O " SLFE-56 T I O T HN 4 S N 5 STQ A IG µT CyL iNOQ�LAL OF E Q U h L S 1ZF , EXCAV.4T /O�/ L /Y/T SH4LL D OF 6 F,PO�L1 S /DES OF ST,PUcTU,PE. ovE,P - EXC,4/�,4T /O.V � __- - - � f F FGA RM I lV G F0 f2 CGS NST R, OF iW710 E � S11,4LL BE 1'-o 'e1X1,0eR 9O7-7 -,0W rLAB W /TH CZ,4SS o ' Fpo OF EL50W IS TO 2EM41t4 IN PLQGEl �� 1 19,4 C,C�F /LL. �' X03 Lu IT SPNLL. F;E A 6TESL LINEIZ WITµ ALL '1 i► V 6EAMS A,&QI: WATE12 TIGHT �3y WELDIh1G TgE EXPOSED 5UlZFAr_E 54ALL 8E PAINTED PLAN R " ►7.92 ,`_;.. STA . 0 +00 — _ -- , IN ACCORDANCE WITH SGuEDULE SCALE I /4 "= I' -0 PLAN AT EL. 99.0 ± - 4 - -✓1- SOUTH `INTERCEPTOR I FLEY, AT's. T SEE DWG. P2.OI •SCALE : I/ = 1 0 SEE 5TO. I II �1 4 I -eo 3•°) 3.9 I! (a - - I - - r, , — i A -I FoR 7SN5` ST'L. 1�---eEE SEGT• /�(5ZlZ FoQ QE1N1=, 5 ', 6EE x-)EC:T, 7TS LZ IZ 1 I � , I I I � 'O6' i I I� SECTION sloe SCALE : 3/8 " =I' -0 1 ' 4")1 SIDS FLEX. JOINTS ELk w c), ` 507W 6 N 05 5EE STD. OETS. - - - -- - .- V , PlV2. REIN>;, ST'I,., 5e it' E,w,E.F, SEE SecT, !o /y2tZ 7 /5ZI7. 11(0 ' .u.•l7 I^oR REINF• ST'L. � SEE S1rcT, 9/51I1 .. u • tit ► r . NAILER MCP Tuts FAC E W/ - -- - -- - - ASPNpLT � 3 PLIES of A5PgALT N Mc�,TtG \_STEEL Liw �f2 (m;77S ON dTE0 FABRIC CapT l b Net 12;eFOgS ATTACW& NAILER 3 X 12 TREATED S108 (3 x 8 P►RE CONVERSION IIJaILE¢ MOIZTAQ FILLE it I�, I4V.1= L.934,06' 5 E IN M45TIG • as . — - SECTION 2 slob SCALE: 3 /8" =I' -0 I AS CONSTRUCTED DATE DEC. 24,1963 ul D L11 V) STA. 0 +00 SCHEDULE 2 SOUTH INTERCEPTOR f— SEE DWCI. P201 Q 3 SECTION 4 SECTION Slog \s O18 MORTAR FILLET MORTAR FILLET SCALE: 3/8" =1' -0 SCALE : 3/9 " =I' -0 104498 SCHEDULE I MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT G RENTON SYSTEM P� of w4sticy Q��Oo CA4,0 RENTON SEWAGE TREATMENT PLANT WAS INFLUENT & EFFLUENT SEWERS INFLUENT JUNCTION STRUCTURE �s ciSTE�k_ �� F G/ST Ok PLANS AND SECTIONS NA NA L ENS\ ss/0 Nv� L METROPOLITAN ENGINEERS BROWN AND CALDWELL CANEY AND KRAMER MILL AND INGMAN R.W.9ECK AND ASSOCIATES E Q R[corr APPROVED otslsrt0 /J _ . s DRAWN W, A ► ►RO D reject noineer - Motreooliten ngie for Metresepiten Eeoineers cN[Ctto A. 6ua01TT[o 0z G%if Englnew - Metrepliton Eno DATE FIL[ NUYe 01 [R iN[ mum8mm DRA,e1rN NUY�[R fD,. McRiet,e itY .t Nl.t.e.eliten seettl. MAY 1961 R 2 A —4 „_ S 0 8 0 N O N � 0 C 6 N m \ • . Y V ✓ Lip- 9e8'l (c Q 10 " \9 I'� t?ECIFSG T 1'• . _ Q, BIZ ILLU v - ro r1 u "Z @1 a 0°,@ Ip" Ca 12" E. F, ,SECTION 108 I'• 8 2! o 5QIzl' N �— �60 Flo" N i e8� 06e Io'► , 21 -a 4.8 i N +� VERY � A- _ >*3 T I BS 0 121 � I itt REGE55 �� MorzTAa (�r 71/ P►CAL ��� PILLS. 5 To SUIT CZyPICAL) 1 G ap h• \3 , . �; 4Q r O p J 11 128 SECTION e s�oe 1' -8 2! to L-3 I -c - 3' -.0 2� ° I ! p TYPICAL TyPGAI, i M5 12" yP � E.s PLUGGED FUTURE 12'f PIPE, (NV. EL. 102.06' TYP. PIPE TO STRUCTURE CONNECTION. `L, + , O zl� `i �(cLT IU' h � �Ls 12 _ 0.t Q E, F. LA 1/, 1 t� a 5 as SECTION e sloe .4i O) 8 @ to, 00vr- * 5@ tZn SCALE : 3 /g "= I'-0 EXCEPT AS NOTED "I'- to s. 0 Lf OI N 3 -0 5 COOT. uooPG, SECTION e sloe I I 1 4 1 r, �m, -" , 0 AS CONSTRUCTED DATE DEC. 24V 1963 d SECTION e sloe G C CQ 0 P QF WASH� Q��O aF W4 S& o cr 9FC�S T EPA' G �ss�ONA� v Fss/ONAL 104409 SCHEDULE 1. +1Io2 (0" �sjC�lZn E. F, 4►aev O 9e8'l \9 5QIzl' N �— �60 Flo" N i e8� 06e Io'► , 21 -a 4.8 i N +� VERY � A- _ >*3 T I BS 0 121 � I itt REGE55 �� MorzTAa (�r 71/ P►CAL ��� PILLS. 5 To SUIT CZyPICAL) 1 G ap h• \3 , . �; 4Q r O p J 11 128 SECTION e s�oe 1' -8 2! to L-3 I -c - 3' -.0 2� ° I ! p TYPICAL TyPGAI, i M5 12" yP � E.s PLUGGED FUTURE 12'f PIPE, (NV. EL. 102.06' TYP. PIPE TO STRUCTURE CONNECTION. `L, + , O zl� `i �(cLT IU' h � �Ls 12 _ 0.t Q E, F. LA 1/, 1 t� a 5 as SECTION e sloe .4i O) 8 @ to, 00vr- * 5@ tZn SCALE : 3 /g "= I'-0 EXCEPT AS NOTED "I'- to s. 0 Lf OI N 3 -0 5 COOT. uooPG, SECTION e sloe I I 1 4 1 r, �m, -" , 0 AS CONSTRUCTED DATE DEC. 24V 1963 d SECTION e sloe G C CQ 0 P QF WASH� Q��O aF W4 S& o cr 9FC�S T EPA' G �ss�ONA� v Fss/ONAL 104409 SCHEDULE 1. +1Io2 (0" �sjC�lZn E. F, 4►aev (0-6 TiM3ER 5UU4PF-60 CROWN E.L. c)T75 BOLTED TO 0 -IV 5TRUCTyRE 0 2 co < — 8 CROWN \ / L-L. 98.19 AZ, \ r-- II Wo CROWN EL.98.75 ffi d� > 2 qcF RS 5110 G -p , PLAN OUTER LAYER REINFORCING BARS SCALE - 3/8" =11 -0 II W\/- EL, 85,-75 �� ptJ SEE S 2 -64, x (2>~ A5PHALT 1M PREGt� A,TED G A5 IKaT BLOGK1t`1G PLAN INNER LAYER REINFORCING BARS SCALE: 3/811 =I'-o FJ °k 11-0 1 7 -J K FLEX .JO t N T (Typ � SEE STO. OETWLA GROW N )=L , 97-75 5 6 "x 6 "E,PECT /D�t/ S'l/PPO,PT 4-k l?-- LAMINATED 8 "x S„ 7- N _V -5 -2 H 0 G A H 90 rl,� SECTION �,o SCALE: 318-1 - " 0 P� 4'•o J q�<f- 0 2•'c� M t �i, 51vE5 C In J ALT q -o FS PAINT EDGE5 OF- LAM I N A7 IkOK` S WITH ASPHALT WI-1T--N SETT 1 NG IN 1POSIT101 BLOCK\ W( / SUPPORT (o - IVY 4 x 12 52e -- 2- LAM INA-il Ot`15 - u5E ►co d. GALVAIV \Z.V--D N A,1 L5 FCD R LAM 1N AT1OO5 1s ' • • 1!(o M►tJ. Top 4 BoT. Y v - _ P E Q d v u o v o T� o SECTION 2 SI10 SCALE : 3 /8"= I1 -0 E ,4 � �rrHO�T B,9sE` /2 "o,POP v X/ !v/lHOUT 90 °ELL. SEE D!1/G P /o,3 11 to 4 o� . 5 p27 °- Z2 =41„ N -� R - 19 .9 I / vI T = 4.85 O� 0 - W �,s 6' T T„ at. o • Off' ILI F �2 R - ZZ•-7Z P, T - '-3. 33 -T = Z,54 SYM. ABOUT NOR1Z -. x PLAN AT HORIZ. SCALE: 1"= 10' Y SECTION 3 4 5 - �io silo �io DIMENSIONAL SECTS. OF I.S.F. D /�19E�t/S1ox1S Ao,P SECT /ox/S SECT 3Q SECT. SSO SECT. 40 X Y X Y X Y O 4.44 O 4,44 O 444 O.So 449 O.SO 4.4.E O•SO 4.42 /. DO 4.99 /. 00 4.37 1/00 4.37 450 43Z /SO 407 ASO 4.27 2.00 4 24 2.00 4.16 2.00 4-15 2. SO 4. /3 2, 50 J. .99 Z. SO 3 98 3.00 3.98 3.00 378 300 376 .3. SO 3.80 J. SD J. 52 3. SO 3.48 4.00 3, S9 4.00 J. /8 4.00 J. 14 4,50 J. 30 4.50 2.76 4.50 2.69 S 00 J. oo S 00 2.19 -5-.00 Z 08 ,5- SO Z. 60 S SO /. 29 S SO 10S 6.00 2.09 S 7S O -6-.66 O 6. SO / Z7 6.78 O 8 ASPHALT SECTION IMPREGNATED SI10 GASKET ALL SCALE: I/4'1= I'-0 AR0uQc) AS CONSTRUCTED DATE DEC. 240963 kZ-11 /F -0ReZ1 fZX1T S'CHEDUL E ,64P SIZE SPAC /,V6 ,PEik,14,ekff A" #9 B" #6 "D " #8 12 „ IE" #7 /Z // #8 TOP BOTT. +H " #8 v.9,P /Es TOP f, BOTT L/ ` #B !%9,2 /ES TOP � BOTT Il " *rs /0'/ Tzl-klp STEEL "Z- #7 !/ RIZ-S �IZ HOOP TOP � BOTT ;0" 07 {iXR11 -S 72 HDOP TOP � BOTT. #7 14P/ES %Z 11,00R r010 i&91-7' # ,/OOPS 611 A/00ps /S" //OOP SP.4CE,Ps NOTE 5T12UCTURE TV bE M0W0LlT1-IIC. INSIDE SUTIFACES 5W4L L SE CONSTRUCTE'o or SMoc)TN CUQVES CoWNCC.TING JECTIOhI15 siSIIo, 41511011 C5 110 Wf TIME PIPE 6ECTIOW6, IF INSIVE FORM Ig LEFT IN 'FPL4GE, IT 5)A4LL X36 4 hLL WELDEp WATEQTIGNT STEEL �ntZM PANTED w/ 3 Co4TS OF C04L 7At2 E90Y.Y. THE FdtZM 51~IALL ALSD 8� WELL 04(-" f2E0 IN THE C0NGQC -*TS, 2. ZX64V4710TC1 L /iW /T S"1- L BE,4 1WX11We11 1, OF 6 D 1,eo J S /DES of -el 5"7A 1'-"d500 SCHEDULE I Y4, G C - Wq sy'���2 �ss�oNALE H CALD& (ZI F Of WA Sy /�L� o ,� o IS T'0' S�ONAL B b' ' O 4 I.` i '• b n' we IN � 1 6QOUT HOLES TO 8E °' "� DRILLED AT LO'ATrONS AS D12ECTED SY EN6 /NEER. SPACING 5- l0' % all 6ROU7 HOLES AT 4?UAR7E1Z PTS, e AT /NV. SPACED LONG/ T. NO OVER EXCAVATION IS QEQUI,RED ITS ,ZOCK EiVCOUIVTE2ED SHALL BE OVEQ- x02 SECTION //h( EARTH. OVER EXCAVATED 6" MIN. VOID BETWEEN PIPE EXCAVATION SHALL f3E BACK PACKEL) - � ROCK SHALL BE BALL' PACL'ED W /SAND W1 SAND � PEA GRAVEL e GROUTE/D � PEA GRAVEL � GRDUTED . (TYPICAL FOR CASE 2 ' 3 AL 50) TYPICAL FOQ CASE 2 3 AL SD J CASE , 1 SCALE:'/2 11 =1 1 -0 , INSTALLATION/ V JACKING W /PRE-CAST PIPES. PIKE SHALL CONFORM TO AS TM C-76 SPECS. SEE DET. A15111 e 131 SI /l FOR PIPE JO /iV T. -D� 9- c � � 4 a I2''MrN. SPACES BETWEEN LINER 4- 4 PIPE TO SE BACK FILLED W1903 e PEA GRAVEL 6ROUTE(D 1 `v , . s. q LINE OF LINER PLATE Q FLANGE PRE -CAST M337' RIC P /PE -SEE DW6 618 TYP. Z-4 JT-- :a I " '-- 30,� RAILS FOR SLID/N!/ PIPE INTO POSITION -- I CAS E 2 SCALE: 1/211 =11 -0 lNsrALLAT(D)V BY 7-UAWELIA14 W14INE2 PLATES AND PRE -CAST 1-31PE SECONDARY LINER- PRE -CAST PIPE SHALL CONFORM TO AST'M C-76 SPECS. TYPICAL %" SYT ASBESTOS MILLS040 C0VCQESIVE 1 ��8- C/RCULA2 CUTTING CEMENTED TO PIPE WI�4 ADHESIVE B,� HEAD MIN, %eat � 2„ a "STIFFENER -- 6„ GATES `' 2 o i RUBBER SEAL b 6 _ /c o •� o o . - i - 30 �/ " BOLTS PIPE _ %" a 3/4, - - L - v . �, ;�� INSERT o . /007, BEARING CE�V7E/z KEY /N Jol�vr -J 6" - C'S'K MACS( BOLT INSTALLED JOINT /01 y2dPIPE W /NIPPLE Foie A L06R/CAT/N6 O.S. OF PIPE DETAIL s 111 DETAIL C W /8ENTONiTE SLURRY S I 11 5PA4/lN6 Q 18'' TYP. PIPE JOINT FOR CASE I SUGGESTED CUTTING HEAD FOR CASE I A58EST05 MILL SOA2D CO2 CASE I OA/L Y ` - RUBBER 6ASL'ETI DETAIL B s111 TYPE R-4 JOINT FOR CASES 18k 2 M T' PVC WATER STOP D DETAIL slll TRANSV. CONSTR. JOINT FOR CASE 3 SECTIONS UNDERNEATH SPACES BETWEEN LINE2 /2 � PIPE TO 8E 8AUF/LLEO WISAND � PEA GRAVEL e 6/ZOOTED 56,4 LINER v G . v a p 6 e .DETAIL E Sill LONGIT. SECTION OF CASE 2 S"GA LINER t DETAIL e siu LONGIT. SECTION OF CASE 3 LONG/ T JOINT SEE DETAIL P166 56A LINER t 01VCZETE LINING SHALL BE CASTER W1 TNiN 4" OF aoWN VOID SNA L L SE 6ROUTED CASE 3 SCALE: 1/2 " =11 -0 INSTALLAT /OV fay TUNNEL/N6 WI LINE2 4 AND CAST' IN PLACE L/N/N6- RAILROAD TRANSV, JT_ COWT V "GATES" _ R08BER SEAL Iva TRIM BULB FLUSH - - 6`- COV T, RIC COLLAR ONE SIDE — - _ • o ao ESQ /8" olL /2 _ 3- #BHOOPS DETAIL s111 TRANSITION JOINT FROM TRENCH SECTION TO R.R. CROSSING SECTION N SCALE : 11/2 = " I' -0 EXCEPT AS NOTED AS CONSTRUCTED DATE DEC. 2411963 Cti Pof WASy��c %' a � y � %F S T �SSIDNAL 5 6A LIVE12 PLATE 12'- 6 0. b. LINE OF L111VER FLAAI6E GENERAL NOTES 1, CARR/E/Z PIPE MAy 8E CO/VSTR0C7E1) LIS /N6 ANY OR CQM61NAT10� OF METHODS INDICATED,, 2. VOIDS OUTSIDE OP E/TNER CARRIER, OR CASIA(6 PIPE MALL SE 6ROUTE/D, 02 SACK FILLED W1 SAND AN/:) PEA GRAVEL AND THEN 6ROUTE/D. 3. 6ROL)T NoLES REQL)IRE/D MAY 8E DRILLED OP- CAST Ill/ PLACE. 4. AFTER COMPLETION oF' 6RoLI7IAI6 REQUIRED, NoLES SHALL BE PL066ED W111EM8ECo MoQrA2_ S. DETA /L G/S/// SHALL 13F USED AS A TRANSITION WHERE 5QUAQE END PIPE IS USED FOR JACK /"G 02 WHERE SQUARE EVD IS USED /N CASE 3. H Cato WASy�y�F� p (V O�4%4 FG /ST50`k.�\? SNNAL 104501 SCHEDULE I c. -0 . 574, 5131, 57 i 10 5113 AS REQ D FOR CONSTR. URPOSE 49' -/ 8 PRECAST U/V /TS @ 5`3 42,f- O l C,1 6 5 4 !2 Ga> u7 Fir -S E6 SE'cr, 616 1 a S 113 SII3 SII3 o� v i - U M 4w r0 f J CAF G�bl\l L , 5EE Ty�ICA4 caRNER 6 5 4 REMOVABLE oerarL P'/51 /4 Sll3 'S113 SII3 I-ND 811LKHEA D ri 0 SHEET P/L E COFFERDA M SII3 CUT DFf 5#rr7 p /LEA FLUS N S 64 L --� - SAND �GVAVA P. C /l ILL - (TyPlC4L) iyP/CAL 11ArCN j CoV51Z SEE 0E TA / L - o415 / 14. �- ryP/CA L .•/O 1 N r �S E DETAIL F/5114 1 I1ME' TOP PLAN SCALE : 1/4 "- I` -0 S'- 9 1 � NF Foe C)p I�+tG• 5 E fro. VET,AI L5 TrA• 4 t 9?.5 7 13V 1 13'- Co ? 6 tour F1 rriNG 5 - 5EE 15Ec7' 6 /S /l3 SrA. 4*69 i i 1 S 112 aR5TUEAM S�cr, To S112 �'IM I 'OF �I /l'- ,2dP 00WA1s772EAM sEcr. r cl 171 VE/I BANAe 7b of Zi_ 2.4 R 17ES7017A710Nl SEE E L. loo, o t le /VQrE ,,Al „owG, p 103 r EAtO of ourf -ALL SrAI -5f 31.57 --........ .._._.__ / 4 rolo of O/0 124 5rA. 4 t to L 4, 97, l 2 i E NO 1 W. le. C/?C�SS EL, /00,0, - - - - - + -- coMC, SEpL_EL.97 /2' - -_ I- - - -- - - - - -- - - - --� 2 ST12 , r � I S112 TOP cF STRucrurzE ELI /0o• C-) MIN. - -� , I Flow `— — CC) NC, SEAL -'EL' /Oo•o $fIEL�7 P 1LE5 _o .TOP eAp I EL • lao l o ' MIA/. PENE7J?,d'r1 0t4 OF <\ ,..• _ -..- -� �.... _..._ - _____... 5NE E T PILES 5 N/s LL BE 33 -n gEL.auJ RIVE12 LED AT 5TA. ¢teo 1n1c r2Ed 5 /A1 G 7-0 37_ co 4T ouT eoA/ZD E- NO o C G/M rT5 oF' CoF•FE/z CLAA. CvVEATF2 .r/ f, SII 2 PEIvE T24 T/onl skALL /3E - - -- — -- - - - - 12 /P. 1?A)0 - AS 2EQ1 0' 6y COA172:5. 2tP -2AP 514ALL 6E QU422)1 PLOT PLAN OPEIZAr /od, Roc/e w/ LEAST DIM, of /12'. z SEF r pICAL Co tZ DETAIL C /, 11¢ 7 SII3 9 S113 8• SII. F/NA 5EC7101N S14 a I3E w LL SCALE: 1 -10. IeEyEO -11V, INTZ,95TIC65 of TM6 S,E T/oN SHALL 43 f3l-+C'KF/ L- L E'D. QIP- 2QA SEE UYYr f7/o BACrtFILC AFTV2 PL AC /h/6 RIP. Rap iYPL A BK Fl- • MA F- . _ d GRAVEL BIAAlKET --- �\` r -- - - - - - Con1c. $EdL (F.S.) - - - -- 0121 lNAL N�5ZoRE OF R/p -lVp 61ZouA10 P110F 14 SNaLL aE n/o ,�, - - -- ; , ,. - „• $ ,•, M ; �, S rE E n E r1 TNA rt1 t l - /AlDJCAiEO sTA. 4169 JUAI CT /ON WlrP SECTION 2 24lLF1oo o cao551kr= SECT /one SI I2 49f-1 - -- 9"Ctr2cuLA SECTION SCALE: 1"- 10 8 5'- 3 = 42' - o g' o l3' - 6 g rr �! 9 0l" 77QA N5 /T /ON . FLEX, Jo r r 7Y% TyP yP 5EE os r G%s /l¢ _ f- a' c. 3 Typ, l?ErNF PnR coos ' I�nTs w rH - SEE D T,d/L E /S //� ,--- g /- /N V G -L • 8" 10 l2o "1, 0, -M 337 2, C P. SEE OWGI , 68 /myE 0 SIt3 SII3 laro 6ANO 6RAVEL_ 5AC X F1 4. (TYPICAL) • ,\ \\ 1 \ \ , 1 1 1 1 .o _ 17' 4, ' w rl /f (� r4 E �I D - w 2 1104 E Pa5T r"s ION , 1• '•�r; � ;,Tj�;:- -- -�lf� r1 / rid Flo D, - .�T To 5 ADO 485. )210?Z Ta i PR E' 66/126 G2ou T'/N G. T EM /E $EAL FIoD MAY f3E 5PL/cEa 6% BU ulccaGlT4 /r3 2 v rN1Gl� M/N AG /L /TIAT6 cvn/STr LIC �10 � 7WICkNE 5 5flALL 9E 2 TZEQ r.�. t4Nc1 C'12dOLE AS Z60 �0 Fo/? 00472, p�K � c oPF-RAnoN. PPS of Wes ",2yZ SECTION I - a z sll2 cs /S T E SCALE - 1/4 "= 1 -0 s /°NQL AS CONSTRUCTED DATE D EC. 24V 1963 �r P EL. 100,0/ MIA1, SECTION 3 S112 SCALE: 1 "= 10' 1Q4� S CHEDULE 1, V N r m do I W, E, F IV ` rye, D4A I �V 'o Lel ryl-' �PIS G N � le �; /2" O 3 - "5 Cd /2 " �/2" e5 /2" I o - �O 1015 9 12 w —11-6 D>A , ,501VOTUBE,(T YP, ) vao Fo1I L164'iEN1,V6 PIZE- CAfr umr6. coAl7*Z�dc7o/2 MAY OM17 AT 1416 OPTloN, TYPICAL SECTION 4 sll2 �a S� �o \QO N204T/ rta4 P )70M c/acuLa�� SECTION 112 O 6;�O rip rye, `Y TYPICAL SECTION sn2 ✓1 *:' &iz„ -- SECTION e aF gE-y5 'lE (243 05 Ty,, jo r 5E E. AE r. ,c /s l/ L iNE Of rrR FOR RADII 3 -'05 3T/E&6" S C@ Ed, CORAIER ?F 1005 T' 3 - "5 )'y/,C.-49`37 2-C, P, TYn GfICUr Fl rrrly�!j 5EE DE% D -5114 _a 1110 Tit- 12M5 ryto /c re j . . ,10 8 OPTtNb Ey65 — 5EE 67,01 0EET �- S113 21 /2MvEEP BLdcz - OUT F60 TIE 20, QNcINa rd- AGE5 SCALE - 3 /g "= I' -0 EXCEPT AS NOTED J� SECTION r6 si12 ieey- (rYA /CdG) ;66 SECT 315113 oEr, F/6114 8 rl Tyn.= Lo a S113 ELEVATION OF END BULKHEAD SECT ION S° N-4 *5e /2" A P Q , c 12 " E, Ltr7tAl G A-YE ` -'REM lE SEAL SECTION e suz SECTION II S113 `j- G, - Ay H CALp� W4$y�y/Z QJ��pF WAS c H�2cFl h i 4j O <ss GIS T E� �� \��v O�`S�c•GIS T �Q` �� \�` /AN s /0NA� `� AS CONSTRUCTED DATE DEC. 2410 1963 SCHEDULE I 2� to �v,' � ' 3 2 5 /4 COAT FXP05E1D S7'L. Wi rN 3 COA r CAF COAL rAR 46P0X>1 f C' /LL RE P E 55 WOW Me RU4 NC Co&1C9E5IVE &N01NG rTCc? u/RE 0, uF14 V y SEMIFIM /-MX. NUT 5r'L, WA 514 E rZ 9.4'/ 3�¢' /n o 4 !IV C,9 /V 7'E2 4M, 5 ro. CouI26E riUac 5ECIE5, CLA55 2 P/T --o 4 X21 ,�34 "C/A. ROD y4, �- cv 1 NorE A559A1 8L} CvA LV. AF7 3180 ST 'L, $. Fo12MED o Fi 2- / 53/4 o. o' cyL . 3/8" -5 T'L- h�-- TYPICAL HATCH OPENING ,DETAIL e NO SCALE I! 4 . � I FILL w4,oaiCoNMoErw W146N GROU7/NG � /5 COMPLETEO �!2314aa x '5 T'L. 4, f2 - 15%/10'' O /A. Lb-%l � 0!2 7/ ''O /' x 21/2 L'G. TA/N 55 5r`G, 66L75 /TN Nu r6 COVER SFr w 7N/N C047IN0 OF IIN/FE 612AOE 16545 1''01A. T/E iloo (SEE -sECr /,/S//?) DETAIL e SCALE : 11/2 " =1' -0 1A, 904.6 PRESS UQE 62our Coo r 2 ! o AT END 0;'120 0 WrAl COAL 011 E 6P0Xy F01R &11- 1401FAO 5EC rlo n/ oA(L FILLS 5pdCE W/r�l /N5ULAT /D Mw r L . ro P2E VENT aalowc, 6y 6120W', T,GcK WcLo 318 "q X 6 "40 M6 SOL T 5 LZ /0//C VVELOE D To Y. 216 10. c 3/8'/ 5 TIL, I� . JalAtT IS 51M. To Sro. FL E X, JO 1 N T DETAIL EXCEPT As 5NowN - ` � 1 1 I . I rRdA/5r+T1o/J 9" C12c, S Ec T G _ u J1 ¢rl 1 /2'l 1 f / 1 &Z*'� 5ro PIPE Q 2X 2')( /fZ'TE9 2''D /R. 140 L A' FaR / "0 719 260 TYPICAL GROUT FITTING 0:6„ TyP ToP * t5O7 2xa FL 0541 3 - /2'V onL rs rap � &7" D TYPICAL WOOD BULKHEAD DETAIL s112 (DETAIL SE2 SCALE � 0/2 " =1' -0 SCALE: 3/4 " =1' -0 l2o'1I. 0 - M 337, 2 -C,P, VAlEAl TEN5/0A/ 15 loM pL ET'E 0 TN /5 Eti/O 0 0 r: CUT /2" ourvo iF NaT Hors 5 1M. To DETAIL- 5/5//¢/ DETAIL S112 SCALE: 0/2" =1' -0 AS CONSTRUCTED DATE DEC. 2411963 SECT 100 NorE EXP06 EC MET/1L 5U12PACES TO PEE PA /NT EO /N ACCOZOAIJCE W1 7'A4 SYSTEM ''D" I� � I 4 I — -- - C3 11 II I' I1 L ELEVATION TYR JOINT DETAIL DETAIL rF"*� Sll2 SCALE : 3/4 " =1' -0 1045- 1 �K W c o H c p A3 F w4 \ s yi2cyi�/ QPJ pF WgSH� FS' M �G /S 7 E R �1 FG/ NAL ENS\ �sS�O�AIE SCHEDULE I