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HomeMy WebLinkAboutzS-0701Set=NTON TRUNK /ER ERCEPTOR INDEX TO DRAWINGS, 'L L DRAWING NUMBER TI TLE - 1 VICINITY AND LOCATION MAPS 1�, �� W INDEX TO DRAWINGS � ; � o j Z 2 SANITARY SEWER MANHOLES ? �, mh 3 GENERAL NOTES AND SYMBOLS MISCELLANEOUS DETAILS 4 MANHOLES AND LOW HEAD STRUCTURE CIO PLAN AND SECTIONS 5 MANHOLE R18 -2 AND WATER MAIN CROSSING REMERTON PLAN AND SECTIONS i 2 6 MANHOLES �- PLAN AND SECTIONS f c7 7 DETAIL PLAN- MEASURING MANHOLE 1 RENTON AND DETAILS O SEAT TL E 8 PLAN AND PROFILE TACOMA S TA, 0 + 00 TO S TA. 28 + 00 Q /NT %V L A /RPORT 9 PLAN AND PROFILE - STA. 28 +00 TO 42 +89.20 J W LOCAT ION TYPICAL TRENCH SECTIONS AND DETAILS ! Q OF WORK KENT BENCH MARKS BENCH MARK NO. DESCR I PTIOR ELEVATI ON "� IN MILES ES -428 X ON ROUND PROTRUDING BOLT HOLE ON SOUTH 13.405 SIDE OF RIM OF EXISTING METRO MH 75' + - --� 0 �r 0 1 2 NORTH OF SOUTH 153rd STREET AND 80th AVE. SOUTH. I ,Q ES -429 LEA D AN D TAC K I N WES TER LY GATE POS T ONE 15.582 I FOOT + EAST OF FIRST GATE SOUTH OF SOUTH PllY,gLLUP 153rd ST. AT SOUTH END OF LONG CONTINUOUS VICINITY MAP HORSE BARN ON WEST S I DE OF 80th AVE. SOUTH. ES -430 LEAD AND TACK IN NORTHERLY GATE POST 14.378 FOUNDATION ACROSS THE STREET FROM GUARD STATION ON WEST S I DE OF 80th AVE. SOUTH. THIS IS THE FIRST GATE SOUTH OF SOUTH 153rd ST. INTO HORSE BARNS. ES -431 RAILROAD SPIKE SET IN ROOT ON WEST SI DE 15.663 KEY TO DRAWINGS OF MOST WESTERLY TREE OF 2 LARGE TWIN TREES 80' + EAST OF 80th AVE. SOUTH AND 200' + NOR 7H OF REFUSE DUMP. THE DRAWINGS ARE CROSS- REFERENCED IN THE FOLLOWING MANNER: ES -432 LEAD AND TACK IN CENTER OF GATE 200' + NORTH 13.499 (A) SECTION CUT ON DRAWING '3 OF TALL POLE ON WEST S I DE OF 80t h AVE. SOUTH BETWEEN STABLES 6A and 7A. �- SECTION NUMBER ES -433 LEAD AND TACK IN WESTERLY GATE POST WHICH 15.500 3 SUPPORTS GATE ACROSS ROAD OPPOSITE 2 STABLE 8A. SIGN ON GATE SAYS "ONE WAY DO �— DRAWING ON WHICH NOT ENTER ANYTIME." SECTION APPEARS ES -434 RAILROAD SPIKE IN NORTH SIDE OF HIGH TENSION 17,220 (B) ON DRAWING Q( THIS SECTION IS IDENTIFIED AS: POWER POLE CF 25 -31 ON SOUTHEAST CORNER OF LONGACRES 2' + EAST OF FENCE, ALSO AT CORNER SECTION NUMBER OF LINE OF POPLARS GOING SOUTH THEN WEST. 3 ES -450 RAILROAD SPIKE IN POWER POLE 400' + SOUTH OF 10.065 3 SOUTHEAST CORNER OF LONGACRES RACE TRACK �- DRAWING FROM WHICH AND-200' + EAST OF LONGACRES EAST FENCE LINE SECTION WAS TAKEN. PRODUCED. THIS IS THE FIRST POLE IN LINE OF POLES RUNNING EAST. (C) DETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER, EXBNMCEA I LS ARE IDENTIFIED BY LETTER RATHER THAN Y F. kl_� of wasy, C, H a i LOCATION MAP 104 � _' AS CONSTRUCTED °FS�G,ST ER������ SCALE: I w= 2000' DATE s /0N4L DESiGNED_� METROPoLITAN ENGINEERS MUNICI ALITY 0 F METROPOLITAN SE 4T TLE , (R 21a A RE N TON SOUTH INTERCEPTOR SECTION ( P°W'NGI NUMBS H [)RAWN «�C,QS_ BROWN AND CAL DWELL CAREY AND KRAMFR �, , r „ f VICINITY AND LOCATION MAPS SHEET NUMBER HILL AND INGMAN R W BECK AND ASSOCIATES `.uBM�TTED . _. __ RECOMMFNDEO____`�_ _4 APr,RDv(D �;7 AS SHOWN [MAY I967 SYSTEM INDEX TO DRAWINGS p CHECKED _ �� Design Enginerr AAetrppoMon Engineer; Project Engineer Metropolitan Engineers Chiet ( ngrne r - Meg apol�tar (i,y�r prs fur Metropol� ton Fngin f nr Mun�c�poi�ry �;t Mrt�ptu,li Furt�N nt ( I E p Z ,O 5 "M /N. a METRO STD. a FRAME B COVER :CROWN ELEVS. TO MORTAR r� BE EQUAL _ CONC. ADJUSTING - TYP LATERAL BLOCKS ONNECT /ON = 2�- 0 D /A. �W 4'0DIA. Q$ cn v Z W vo 1 MORTAR — O �• S! OPE_ I'INI2" O PRECAST CONC. BASE (OPTIONAL) I Q` I I 1' \ l - 5= 4 FORM RECESS TO MATCH PRECAST 1 ° I : ' �► JOINT SEE DETA IL Al2 ACCEPTABL E 11� ~ `A`•' ° '' ' CONNECT /ON W Z SECTION BASE _ W METRO STD. FRAME 8 COVER CONIC ADJUSTING BLOCKS 2'0 DIA. STD. 4',O D /A. SHALLOW TYPE 26 D /A. PRECAST SLAB Ilk 6'0 DIA. TYP ICAL BELL TYP ICAL RUBBER o A `• ' CAS T FOR FLEXIBLE GASKET JOINT _ JO /NT. 1 I MORTAR �- - - - -ly 18 " MAX. SHELF - TOP HALF OF PIPE TO B I I SLOA,? REMOVED TO CONTOUR i TYP /CAL LATERAL / /N 12 Of /NS /DE OF MH. BROKEN ^ - _ ONNECT EDGES TO BE PLASTER— ED SMOOTH WITH MORTAR. TYP /CAL OF ALL MQNhIJLES BELLS SHALL CAST INTO PA CAST MANHOL BASE BY MAI MANUFACTUR/ STANDARD TYPE A PRECAST MANHOLE 8" TO 21" ( INCLUSIVE) 11- - 4— � I , 1 J N. MORTAR DAM INVERT TO FINISH GRADE ION REDUCING t- CONIC DIMENSIONS REINFORCING BARS BOTTOM SLAB SIDE WALLS TOP SLAB b o � if BROWN AND (.AL[)WFI_L CARF Y AND rCRAME R �• I U W O •: I •. ; 1 f.; Q� I - to J j1 TW 1 U V to to It 11 1111 11Y11 11211 N° 134 LENGTH N° a = LENGTH N° &# - �WQZ _ .I N° a # LENGTH N°a *t LENGTH N °a LENGTH N °a# LENGTH N °a # LENGTH -FOR AN ACCEPTABLE L FLEXIBLE JO /NT '' L :. = o.:i: :: =�; •_ :: ' . ;; ALTERNATE, SEE 7' -4 1211 14" 1211 DETAIL BELOW. 8 #5 4' -11 6 #4 6' -1 . 4' 11 10 #4 PRECAST CONC 3 #5 BASE- PLAN BASE (OPTIONAL) TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE DETAIL 24" TO 4" E " GROOVE FOR 48" M.H. SECTIONS /_ PIPE MORTARED INTO BARREL OF M.H. m Q PLACE APPROVED PLUG Q FOR FUTURE P /PEA SPRING LINE 2 "THICK -- - - - - - - - - - - - \ lea - - _ - - 8 "THICK SLAB\- 6 "M /N. CONC. COVER — a - N 8 ( INCLUSIV ) R' SP /GOT L ENGTH t 2" „Z, 6 "M/ N /MUM L L f •-2 CLEAR WALL OF MH. 5 b.,M /N % "M /N. SIZED STL ✓O /NT SLEEVE /g BARS 16 ; 2 x 4 /3/ WWF FASTENED TO += SLEf4 AT PLANT (n �Q CEMENT MORTAR PLACED IN FIELD = ASPHALT• JO /NT FILLER P /PE \-- RUBBER GASKET TYPICAL FLEXIBLE JOINT W /RE /NF. PLACED �' REVERSE WYE 2 " CLEAR OF BOTTOM FACE 1 `" �' • ' ° POUR CONC. TO j COMPACTED F /LL ' 1 ' OR ORIGINAL GND. 1 i 6 „M /N. COVER DROP P IPING TO BE SAME SIZE AS INTERCEPTED SEWER PIPE MORTARED INTO BARREL OF MH. STANDARD DROP CONNECTION 72" TO 48” REDUCING SLAB 2" TYP DETAIL 2 8 "THICK S1 AB W /RE /NF PLACED 2 CLEAR OF BOTTOM FACE —­\ 5rf 0 BARS DIMENSIONS 8k REINFORCING STEEL FOR STANDARD TYPE C MANHOLES REDUCING t- CONIC DIMENSIONS REINFORCING BARS BOTTOM SLAB SIDE WALLS TOP SLAB b o a u- j SE TTL BROWN AND (.AL[)WFI_L CARF Y AND rCRAME R A FB E F G J j1 TW 1 U V to to It 11 1111 11Y11 11211 N° 134 LENGTH N° a = LENGTH N° &# LENGTH N °a # LENGTH N° a # LENGTH N°a *t LENGTH N °a LENGTH N °a# LENGTH N °a # LENGTH 54" 10'- 30' 6' -6 7' -4 1211 14" 1211 8" 8 #5 4' -11 6 #4 6' -1 18 #5 4' 11 10 #4 6' 11 3 #5 4' -II 4 #5 6' -1 2 #5 S -10 2 #5 S -1 4 #5 17' 7 31'- 50' 6'- 6 7'- 7 15" 94 6 6'- 1 22#5 7'- 2 3* 5 6' -1 S -10 17'' 7 57" 10'- 30' 6' -9 7' -7 12" 8:4 5 6' -4 20 #5 7t-2 3# 5 6' -4 4' -2 18' -6 31'- 50' 6' -9 7' -10 15" 9#6 6' -4 22 #5 7' -5 3# 6 6' -4 4' -2 18' -6 60" 10'- 30' 7' -0 7t -10 12" 9 # 5 6' -7 20 #5 7'-5 4*P 5 6'-7 4' -6 19' -5 31'- 50' 7' -0 8; 1 15" 1046 6' -7 24 *5 7' -8 4 # 6 6' 7 4' -6 11-5 63 " 10 -30 7 -3 8 -1 12 9 #5 6 -10 22 *5 7' -8 4 #5 6' -10 4' -10 20'-4 31'- 50; 7; -3 8i -4 15 1046 6`-10 24# 5 7' -11 4#6 6; -10 4' -10 { 20'-4 11 66 10 30 7-6 8'-4 12'1 10 #5 7 -1 22#5 7 -11 5#:5 7 -1 5' -3 21L3 31' -50' 7' -6 8' -7 15" 114 7' -I 26#5 8' -2 5 *6 7' -1 5-3 21' -3 69" 10'- 30' 7'-9 8' -7 12" 10# 5 7!-4 24 #5 8' -2 5#5 7� 4 5' -7 22' -2 31'- 5d 7' -9 8' -10 15" 11 # 6 7' -4 26# 5 8' -5 5 # 6 7' -4 5' -7 22' -2 72" id- 3d 8' -0 8'-10 12" IO# 5 7L 7 24 #5 8'- 5 6 # 5 7'- 7 5' 11 2S -1 31 -50 8 -0 9'- 1 12 14 15 8 12 #6 4 -11 7 -7 28 #5 � 4 -11 10 #4 8 -8 6 #6 1 4 -11 7 -7 5 -11 1 3 -1 23 -1 78" 10'- 30' 8' -8 9' -7 13" 15" 14" 12" 10# 5 5' -7 d -3 30 #- 5 5' -7 12 #4 9' -2 6W5 5' -7 8'-3 7L3 S -8 24' -II 31; -5d 8;-8 Y -8 1511 12#6 6 #4 8; -3 30#5 9' -3 6 *6 8'-3 7' 3 4 #5 24' -II 11 84 10 -30 9-2 Id-I 14 10 #5 7 #4 8 -9 32 #5 9' -8 7 #5 8' -9 7 II # 6 5 = 26 9 31'- 50' 9'- 2 10' -2 13" 15" 15" 1246 8' -9 32-4 5 9'- 9 7#6 8' -9 3- 8 ' 26 -9 90" 10'- 30' 9' -10 Id-9 14" 16" 14" 10# 5 Y -5 26 *6 10'-4 7#5 9' -5 3'-10 28 -7 31;- 50 9; 10 10' -10 15;; 12# 6 9' 5 26 #6 10' -5 7#6 9' -5 28' -7 11 96 10'- 301 10 4 11� 3 1411 11 # 5 9'-11 284 6 10'-10 8 # 5 Y -11 30' -5 311- 50, 10'-4 11' 4 �� 14" �� 16" 15" 13# 6 9'-11 284 6 10 =11 7 # 6 9' -I I 30' -5 11 102 10'- 30 11"-0 1 I -10 15 17 14 11 # 5 10 -7 32# 6 11'- 5 10# 4 16 -7 32'- 3 31;- 50' 11'-0 11'--I 1 15;; 14# 6 7'0 4 10' -7 32 #6 12 #4 11-6 8#6 10' -7 S -10 32' -3 „ 108 10- 30 11-6 12 -4 14 1245 5# 5 II -1 36 #6 14#4 11 -11 11 4 I I' -1 S -11 34' -1 31'- 50' 11'-6 12L5 15' 17 15" 14W 6 11'-1 36* 6 12' -0 9 # 6 I i'- I 3' -1 1 34' -1 120" 10'- 30' 12'-8 13L6 16" 18" 14" 13# 5 12' -3 42116 IS -1 12 4 12' -3 4'- 1 37' 9 31;- 50' 12'-8 IS -7 16" 18'' 15" 15# 6 5#5 12 3 42 *6 111 IS- 21 1 I # 6 12' -3 4'-1 37L9 132 " 10� 30, 13- 10 14-8 17�� 19" 14' 16# 5 6#5 13t-5 50 #6 16 #4 14 -3 13#4 13' -5 4' -2 41 -5 31- 50 13-10 14 -9 17 19 15 16# 6 13-5 50W6 14-4 12 06 13' -5 4' -2 41'5 144" 10' - 30' 15'-0 15'-10 18" 20' 14" 15# 5 14' -7 40t- 7 15' -5 14# 4 14' -7 4' -3 45' -1 31' -50' 6-0 15 -I1 18" 20' 15" 12" 17 #6 5' -7 6# 5 14' -7 40 *7 5L-7 16#4 15' -6 13 #6 5=7 4 *5 14-7' 2#5 7!-11 2 #5 4' -3 6 45 45'-1 —RISER SHAFT TO E STD. M.H. RISER SHAFT TO BE STD- M-H. TYPE A, W /TROUT BASE TYPE A, WITHOUT BASE. BARS ;. ; I . BARS :. o META4 RIAG 'S "BARS : •: SPIGOT END WITH 2 "X "BARS ��„ ° : ACCEPTABLE R -4 ✓T ; o :�_-; -. •�,: ap fer al z "R "BARS z p -o �- All PRECAST CONE OR - ' T '� A VERTICAL SECT /ON SET IN FULL MORTAR BED, 3" W BARS 3" �Z "BARS. TABLE GIVES REQ'D "Y "BARS " STRIKE JOINTS FLUSH —� CIRCUMFERENCE LENGTH. LAP I „ „ T BARS EQUAL 24 a FOR ALL SPLICES. S BARS - SPACES NOTE- WHERE T BARS ENCROACH EQUAL SPACES 4 =0 ON JT. SLEEVE, BEND DOWN AS -- -'� - - -- VERTICAL SECT /ON wax / -3 INDICATED 61 ADD LENGTH AS eTYP. HOOP SPACERS READ TH /S NOTE P L A N @ /5 "0%• SECTION 2 ,also APPL /ES TO STAN DAR D TYPE C MANHOLE SECTION I NOTES U'BARS. 54" TO 144" (INCLUSIVE) 2 I. WHEN CLEAR HEIGHT INS /DE MANHOLE IS LESS THAN 7 FEET, PLACE ADJUST /NG BLOCKS D/R- 6. METAL SURF,4CES OF THE TYPICAL FLEXIBLE JO /NT ECTLY ON THE REDUCING SLAB. WHERE CLEAR NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE HEIGHT IS LESS THAN 3 FEET MANHOLE SHALL BLAST CLEANED AND COATED WITH 2 COATS OF COAL BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. TAR, EPDXY RESIN COATING, PITT CHEM TARSET OR 2 MANHOLE STEPS ARE NOT' REQU /RED. INERTOL PDXI TAR, 15 MIL M /N. THICKNESS. 3 PRECAST VERT /CAL SECTIONS SHALL CONFORM TO CPAW 102 XCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS FOR APPROVAL. 2 "TYP. 4. ALL JOINTS, EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED. MORTAR SHALL BE MADE OF ONE PART PORTLAND CEMENT AND to BARS ONE AND ONE HALF PARTS CLEAN MASONRY SAND. R F. 1ti� 5. ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FLEXIBLE o� of "QSf,, JOINTS PER TYPICAL DETAIL. 72" TO 26" REDUCING SLAB 48" TO 26" REDUCING SLAB RFw METROPOLITAN FNGINEER�_ MUNICIPALITY OF METROPOLIJAN SE TTL BROWN AND (.AL[)WFI_L CARF Y AND rCRAME R Hll l AND INGMAN I r F, T�7 1 +[(.KEr> RFw R W RFCK AND AS�OCIATFr,r1.ign 1 f ri�ine rr - Mair OfrG�itgn F �.y u�Ptr.TOJP( f nyinrF•r - MI`�rU, „� 1�)'� :.�� �� r fCf (.' .r•( � ,if I,r Jleri •, Ili' F [' �' n6 ti i r>r n ,� trn Jf (� }ll t ,lyin. r, f')r Mum( p,]", y r Mr•i d L AS ONSTRUC n 104 " S' 01ST ER DATE I- r . SI'0NAL ENS\ R218 A SOUTH INTERCEPTOR - SECTION I nw 1_,ME,f fz �f RE NTON .•_, 2 SANITARY SEWER MANHOLES SYSTEM '.,f f I NI)MRf f? NO SCALE I,n�f MAY 1967 2 9 Y I SYMBOLS WORK TO BE DONE SEWER G1 MH R// — I STA 0 f00 N/4 NHOL E — NUMBER, S TA TION, 8 COORD/NA rE G2 _ N. 2/5,000.00 E /650,000.00 STA llOf 40 G3 CONCRE 7-E ENCA SEMEN T OR JACKED OR STA ///f00 TUNNEL ED CROSSING N 193 000.00 COORDINATE (COORDIN4 TES 61 BEARINGS ARC 1E1 663,000-00 BASED O SURVEY, vE Y P A MBER �MGR�D CNOR �H ZONE G4 GEODE / C 250 NEW DESIGN CONTOUR lV,�llt l� lr r r, 1, 11 1r r 111_1._1 I 1 1 x x A x -201- 18 "X24 CMPA -_ --3 0 • �I` ® B2 r DATUM NOTE- GENERAL STRUCTURAL NOTES GENERAL ,t SCOPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEP WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. APPLICABLE SPECIFICATIONS AND CODES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UM -ST T ED I T N 0 THE UNIFORM BU LTD I NG CODE UNLESS RESTRICTED BY THE FOLLOWING NOTES OR DRAWINGS OR OTHER APPLICABLE CODES. ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE I R I TY DESIGN; O'WEVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTkACTOR SUBMITS PLAN'§ WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED B)' THE ENGINEER. CONSTRUCTION WADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STU- CTURES; DURING CONSTRUCTION THE STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. CONCRETE E X I(ST I N G WORK C1 PPL CABLE CQ1-- CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION AC BUILDING ODE (ACI 318 -63). SANITARY SEWER 8 SIZE C2 E- STL BETA t LS ALL DETAILING, FABRICATION AND ERECTION " ACI-315 EREC LIOF � A RIB UNLESS SroRM ORA/N 8 SIZE E N SHALL NSREINFORCING DAR DPRACTCE FaR DETAILING RE I NFO C ED CONCRETE STRUC TURES LATET EDITION. WATER L /NE SIZE - • C3 DESIGN STRESSES t GAS L INE 61. SIZE A. CONCRETE 3.000 PSI ULTIMATE COMPRESS IVE STRESS AT 28 DAYS TEL EPHONE cONDuI T B. REINFORCING STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 20,000 PSI C4 NC C VER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH ELECTRICAL coNDu /r MINIMUM COVER OF ONE BAR DIAMETER. CENrERLINE OR SECT /ON LINE A. CONCRETE CAST AGAINST GROUND - 3" PROPERTY LINE OR R W LINE B. CONCRETE TO BE IN CONTACT WITH SEWAGE - 2 -112" C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL-2 TEMPORARY E A S EMENr LINE D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER con/roUR LINE (1) AT BARS GREATER THAN #5 - 2" (2) AT BARS #5 OR LESS - 1 -1i2" CURB 8 GUTTER C5 W L . REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS CONCRETE PAVEMEN r ( EDGE) WHICH THEY ARE LAPPED. "C6 9 AR SPL . ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS, THE LENGTH ASPHALr/C PAVEMENr(EDGE) E OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER. EDGE OF TRAVELED WAY(UN5t1RFACE01 C7 T NDRD H K, BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE RA IL ROAD, SINGLE TRACK U If�ME?�OF PAR. 801, ACI 318 -63. C8 H M R EXCEPT AS OTHERWISE REQUIRED EXPOSED CONCRETE CORNERS AND EDGES SHALL RAILROAD, 0ouBLE rRACK HAVE CHAMFERS. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS. FENCE Cq ON TION JQJNa. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF RTI GHT STRUCTURES, PVC WATERSTOPS SHALL BE PROV I DED I N THE RIVER OR CREEK CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS. CULVERT — L ENGTH, SIZE, 8 MA rERIAL S 12~ of —S D I2 /2 " METROPOLITAN W M- LOAD R C P DESIGN ASSUM PTIONS Q OUTLINE OF EXISTING INSTALL T/ ON DEIGNED - -- APPROVED_ �'" A ---:- r- DESIGN METHOD SHALL BE U LTI MATE STRENGTH DESIGN• I N ACCOR DANCE W 11H A. C.1. CODE. E-- lV,�llt l� lr r r, 1, 11 1r r 111_1._1 I 1 1 x x A x -201- 18 "X24 CMPA -_ --3 0 • �I` ® B2 r DATUM NOTE- GENERAL STRUCTURAL NOTES GENERAL ,t SCOPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEP WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. APPLICABLE SPECIFICATIONS AND CODES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UM -ST T ED I T N 0 THE UNIFORM BU LTD I NG CODE UNLESS RESTRICTED BY THE FOLLOWING NOTES OR DRAWINGS OR OTHER APPLICABLE CODES. ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE I R I TY DESIGN; O'WEVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTkACTOR SUBMITS PLAN'§ WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED B)' THE ENGINEER. CONSTRUCTION WADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STU- CTURES; DURING CONSTRUCTION THE STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. CONCRETE E X I(ST I N G WORK C1 PPL CABLE CQ1-- CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION AC BUILDING ODE (ACI 318 -63). SANITARY SEWER 8 SIZE C2 E- STL BETA t LS ALL DETAILING, FABRICATION AND ERECTION " ACI-315 EREC LIOF � A RIB UNLESS SroRM ORA/N 8 SIZE E N SHALL NSREINFORCING DAR DPRACTCE FaR DETAILING RE I NFO C ED CONCRETE STRUC TURES LATET EDITION. WATER L /NE SIZE - • C3 DESIGN STRESSES t GAS L INE 61. SIZE A. CONCRETE 3.000 PSI ULTIMATE COMPRESS IVE STRESS AT 28 DAYS TEL EPHONE cONDuI T B. REINFORCING STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 20,000 PSI C4 NC C VER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH ELECTRICAL coNDu /r MINIMUM COVER OF ONE BAR DIAMETER. CENrERLINE OR SECT /ON LINE A. CONCRETE CAST AGAINST GROUND - 3" PROPERTY LINE OR R W LINE B. CONCRETE TO BE IN CONTACT WITH SEWAGE - 2 -112" C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL-2 TEMPORARY E A S EMENr LINE D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER con/roUR LINE (1) AT BARS GREATER THAN #5 - 2" (2) AT BARS #5 OR LESS - 1 -1i2" CURB 8 GUTTER C5 W L . REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS CONCRETE PAVEMEN r ( EDGE) WHICH THEY ARE LAPPED. "C6 9 AR SPL . ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS, THE LENGTH ASPHALr/C PAVEMENr(EDGE) E OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER. EDGE OF TRAVELED WAY(UN5t1RFACE01 C7 T NDRD H K, BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE RA IL ROAD, SINGLE TRACK U If�ME?�OF PAR. 801, ACI 318 -63. C8 H M R EXCEPT AS OTHERWISE REQUIRED EXPOSED CONCRETE CORNERS AND EDGES SHALL RAILROAD, 0ouBLE rRACK HAVE CHAMFERS. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS. FENCE Cq ON TION JQJNa. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF RTI GHT STRUCTURES, PVC WATERSTOPS SHALL BE PROV I DED I N THE RIVER OR CREEK CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS. CULVERT — L ENGTH, SIZE, 8 MA rERIAL (HEADWALLS, IF APPLICABLE) MGD METROPOLITAN ENGINEERS M- LOAD R C P DESIGN ASSUM PTIONS Q OUTLINE OF EXISTING INSTALL T/ ON DEIGNED - -- APPROVED_ �'" A 1. DESIGN METHOD SHALL BE U LTI MATE STRENGTH DESIGN• I N ACCOR DANCE W 11H A. C.1. CODE. E MANHOLE BROWN AND CALDWELL CAREY AND KRAMER _ ' 2. LOAD FACTOR K :� 1.8. INLET OR CATCH BASIN 3, +M DENOTES TENSION ON INSIDE FACE. FIRE HYDRANT 4, +N DENOTES AXIAL COMPRESSION. WATER METER Box l 5. f c = 4,000 PSI MIN. & 6,000 PSI MAX, 6. fy = 40v000 PSI. VALVE 7, STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR. UTILITY POLE 8. EFFECT OF COMPkESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 9. CROWN OF P I PE SHALL HAVE SAME AMOUNT OF REINFORCEMENT AS THE INVERT. GUY WIRE 10. CIRCUMFERENTIAL STEEL SHALL HAVE ONE- INCH MINIMUM COVER. DECIDUOUS TREE 11. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE -STEEL ARE USED d USED IN DESIGN COMPUTATIONS GROU SHALL BE THE EFFECTIVE d TO THE CENTROID OF THE STEEL . EVERGREEN TREE - 12. Pu SHALL NOT EXCEED Pb AS COMPUTED BY THE A.C. I. CODE. SOIL BORING 6� DES/GNAr/on� 13. 0 AS DEFINED BY PAR. 1900, ACI 318 -63 SHALL EQUAL 1.0. SURVEY MONUMENT OR PERM. BENCH MARK ANGLE POINT OR .HUB SECTION CORNER %4 SECTION CORNER /00. CO EQUAL S 0.00" MEAN SEA L EVEL I/ S. C. a G. S. — 192 9 (1947 AD✓) UNLL'SS OrHERW/SE NOTED r MUNICIPALITY MGD METROPOLITAN ENGINEERS SE TTLE DEIGNED - -- APPROVED_ �'" A AF'PROVFD wG BROWN AND CALDWELL CAREY AND KRAMER _ ' RECOMMENDED PPROV DRAWN ,/,, C,0 HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTE Design Engineer MetropoltonEngineeis Project Engineer - Metropolitan Engineers Chief CHECKED -" r t.D. P 72 24 K 90" 30 K — P ,SEE TA 13L E LOADING 19LO CK - - - - - - -I 6 _V - 5LJPPORr 13L OCIr JOINT SHEAR TEST NO SCALE FORCES ACTING 0,V SECrION 1.0. TYPE 51DE /30T N -Il /PS 7 722 " M 84 - 8. /o. 7 K 8.3 0 " 1499 — 9, 9 12.7 9.8 0 30" Al 161 -/e./, 16.5 /6.0 O 72" M 1/0 -1/10 /4. 1 10.9 O 78'4 M 1/0 -//.0 12.5 //.0 O I I T I I I TYPICAL CORNER aAR E. xcepr AS NO r�'0 ON DWGS L DA DING BLOC /C - SUPPOR r BLOCK 11 \�\ \ 4 D F 6ULKNFA0 \ _ o H�ot, 3 pi y /5 #R00,r / r FEL r RCP coil.) APPLIED ASPHAL r WOOD FILLER _ NAIL � j Z d �,�� Nq /LS SPIKE To f TO 1). F. 8 UL K 14EA D T>.F. -f3ULKNFAO TEMPORARY BULKHEAD 7 NO SCALE TYPICAL CORNER DETAIL vAR °too 0 _ - 24 DIA . OR - - - -- / g "M /lV. 72 " ",PCn 2`-0 MIA/. I% MI/V. 30~ RCP 2 ° MA)(. \ (/[LING OF JOINT ,PEQD �ZI \` IN5 /DE FACE OF PIPE WReAl SPACE EXCEEDS PUBBE2 GASKET F NOT - SHOWN TYPICAL RCP JOINT 54" INCH I.D. AND LARGER W,44 L _ rRFA r rHIS AREA OR AREA ' • FJE TWEEN RE- 5 TG N// RUGASOL "C y F A u A S CON STRUCTED r ._ 1. DATE !- C c i/ o _ t i1 C • ` o U ' o C WIQ..Sy /y /'per OC�� °F WA S yiZc �O N Z _ Q_ VERTICAL CON ST JOINT HORIZ. CON ST. JOINT 4 OX-1 W �F9�01ST E��o� FS�cIST E�� - �,�i'ic�� ss�ONAL �Nv sNAL ENS TYPICAL CONST. JOINTS NO SCALE SOUTH INTERCEPTOR — SECTION I DRAWING NUMBER FILE 8218 A R ENTON GENERAL NOTES AND SYMBOLS G 3 SYSTEM SHEET NUMBER SCALE MAY 1967 M I SCE LLAN EOUS DETAILS 3 - OF 9 _ NO SCALE ��ATE - 0 METROPOLITAN S SE TTLE APPROVED_ �'" A AF'PROVFD For Metropol to ers F For Murncipolity of Metropol ton e eattl( - M tropoltton y yineers F t.D. P 72 24 K 90" 30 K — P ,SEE TA 13L E LOADING 19LO CK - - - - - - -I 6 _V - 5LJPPORr 13L OCIr JOINT SHEAR TEST NO SCALE FORCES ACTING 0,V SECrION 1.0. TYPE 51DE /30T N -Il /PS 7 722 " M 84 - 8. /o. 7 K 8.3 0 " 1499 — 9, 9 12.7 9.8 0 30" Al 161 -/e./, 16.5 /6.0 O 72" M 1/0 -1/10 /4. 1 10.9 O 78'4 M 1/0 -//.0 12.5 //.0 O I I T I I I TYPICAL CORNER aAR E. xcepr AS NO r�'0 ON DWGS L DA DING BLOC /C - SUPPOR r BLOCK 11 \�\ \ 4 D F 6ULKNFA0 \ _ o H�ot, 3 pi y /5 #R00,r / r FEL r RCP coil.) APPLIED ASPHAL r WOOD FILLER _ NAIL � j Z d �,�� Nq /LS SPIKE To f TO 1). F. 8 UL K 14EA D T>.F. -f3ULKNFAO TEMPORARY BULKHEAD 7 NO SCALE TYPICAL CORNER DETAIL vAR °too 0 _ - 24 DIA . OR - - - -- / g "M /lV. 72 " ",PCn 2`-0 MIA/. I% MI/V. 30~ RCP 2 ° MA)(. \ (/[LING OF JOINT ,PEQD �ZI \` IN5 /DE FACE OF PIPE WReAl SPACE EXCEEDS PUBBE2 GASKET F NOT - SHOWN TYPICAL RCP JOINT 54" INCH I.D. AND LARGER W,44 L _ rRFA r rHIS AREA OR AREA ' • FJE TWEEN RE- 5 TG N// RUGASOL "C y F A u A S CON STRUCTED r ._ 1. DATE !- C c i/ o _ t i1 C • ` o U ' o C WIQ..Sy /y /'per OC�� °F WA S yiZc �O N Z _ Q_ VERTICAL CON ST JOINT HORIZ. CON ST. JOINT 4 OX-1 W �F9�01ST E��o� FS�cIST E�� - �,�i'ic�� ss�ONAL �Nv sNAL ENS TYPICAL CONST. JOINTS NO SCALE SOUTH INTERCEPTOR — SECTION I DRAWING NUMBER FILE 8218 A R ENTON GENERAL NOTES AND SYMBOLS G 3 SYSTEM SHEET NUMBER SCALE MAY 1967 M I SCE LLAN EOUS DETAILS 3 - OF 9 _ NO SCALE ��ATE - I TYPICAL CORNER aAR E. xcepr AS NO r�'0 ON DWGS L DA DING BLOC /C - SUPPOR r BLOCK 11 \�\ \ 4 D F 6ULKNFA0 \ _ o H�ot, 3 pi y /5 #R00,r / r FEL r RCP coil.) APPLIED ASPHAL r WOOD FILLER _ NAIL � j Z d �,�� Nq /LS SPIKE To f TO 1). F. 8 UL K 14EA D T>.F. -f3ULKNFAO TEMPORARY BULKHEAD 7 NO SCALE TYPICAL CORNER DETAIL vAR °too 0 _ - 24 DIA . OR - - - -- / g "M /lV. 72 " ",PCn 2`-0 MIA/. I% MI/V. 30~ RCP 2 ° MA)(. \ (/[LING OF JOINT ,PEQD �ZI \` IN5 /DE FACE OF PIPE WReAl SPACE EXCEEDS PUBBE2 GASKET F NOT - SHOWN TYPICAL RCP JOINT 54" INCH I.D. AND LARGER W,44 L _ rRFA r rHIS AREA OR AREA ' • FJE TWEEN RE- 5 TG N// RUGASOL "C y F A u A S CON STRUCTED r ._ 1. DATE !- C c i/ o _ t i1 C • ` o U ' o C WIQ..Sy /y /'per OC�� °F WA S yiZc �O N Z _ Q_ VERTICAL CON ST JOINT HORIZ. CON ST. JOINT 4 OX-1 W �F9�01ST E��o� FS�cIST E�� - �,�i'ic�� ss�ONAL �Nv sNAL ENS TYPICAL CONST. JOINTS NO SCALE SOUTH INTERCEPTOR — SECTION I DRAWING NUMBER FILE 8218 A R ENTON GENERAL NOTES AND SYMBOLS G 3 SYSTEM SHEET NUMBER SCALE MAY 1967 M I SCE LLAN EOUS DETAILS 3 - OF 9 _ NO SCALE ��ATE - AD ?- #�x5D; �rYp 4 FIACE6 r� A OD I .SE r CAF mall pE CAGE RE/VF. EA, END, Q �h h 0 X 2 2- �"5 f/oOPs /2 a MIN, TOP PLAN BOTTO M /Z" M/N PLAN ti ,a = T YPICA G FLEX, Jr, SEE DWG 2 2= 3 2'9 SECTION 4 SECTION 4 #r � #9 #8 #5 TYP (T Yp) #9 P£,2 5E 7 SEE SCHEDULE MA1111eX E R15EZ WHERE 5y01NA1 aAl FLA A15 FOR R 15ER DETA /L 5 SEE DWG 2 SCHEDULE F ANGLE 5T TURE5 DEFLECTION T NO. OF SETS OF ANGLE A O F M E T REINF RE4D LE56 THAN 35° !C�l 3- 7 35 G jn 6 5° 4'- METRoPoL�TAN EN�iIVEERS 65° T O 82 ° $� o 92 ° Oe G2EATER 6= /0 TYPICAL MANHOLES AND ANGLE STRUCTURES - DETAIL K�� 8 9 NO SCALE 114 O Vi Lwo - - - 3 -- - -T tivV. 99.14 1 - - 4 ; /NV.97,06 _� ---- - - - - -- _ I /NV, 97 /4 T — - Z- #5A00775 N � 3 4 C N Lem. ENCAmmFAt r Nor SHOWN FO&O CcAR/rY - 12 -0 - lZ 4 4 i I2 -n I /NV 97.2/ � _ /�V►j 9T "29 --------- - - - - -- �' IN✓, 92/ 3 7 LOW HEAD STRUCTURE - DETAIL B 9 SCALE: 3 /I6' =1'-0 Z_—f 002 05 (T Y'P) 'N 0 4 -- 8 4 FO/Z TYP 2E /NF SEE 4 / ¢ - IQE /ti/F sEE / BOTTOM PLAN S C A L E= 3/8" = I' - 0 -Tiffs TI/D iic /I7t N 77YP Inc FY ,101N T' SEE 12AI6 2 - SECTION 4 SCALE: 3/8' =1' -0 �� a G !} 9a = �11iV. #46ep6�, r #4 C° 12 5 LF -5 SECTION 4 4 SCALE: 3/8' =1' -0 �l • MUNICIPALITY O F M E T R 0 P 0 L TA N S E T T L E FILL R 218A RENTON McO METRoPoL�TAN EN�iIVEERS o DESIGNED DRAWN —_K/c7 BROWN AND CALDWELL CAREY AND KRAMER RECOMMENDED 0 APPROVED oPPROVED ' ' APPROVED - _ S GAL E AS NOTED MAY 1967 SYSTEM /11Ch INGMAN R W BECK AND ASSOCIATE HILL AND S SUBMITT ED Design Engineer - Metropolitan Engineers Project Engineer - Metropolitan Engineers Chief Engine -M ropolitan Erg eers For Meiropolito �E � rs For Murncipc�lity of Metropohtun >eattle DATE CHECKED �� a G !} 9a = �11iV. #46ep6�, r #4 C° 12 5 LF -5 SECTION 4 4 SCALE: 3/8' =1' -0 �l • • o n 7Y ¢ @�Z„ rr 0 o - o- . Q_. 5 - �\Nc.o �RF.w, SECTION �Q �� of WA' /� O� of WAsy�2- C) 4 �� ; �o �y Z''` SCALE = 3/8' =1' -0 o o l AS CONSTRUCTED Fs�c /ST E���C'`" �sFc�sT ER����� 1ft�L, V - S��NAL ENS S�ONAt_ E�� DATE SOUTH INTERCEPTOR - SECTION I DRAWING NUMBER MANHOLES AND LOW HEAD STRUCTURE S 4 — SHEET NUMBER PLAN AND SECTIONS 4 OF 9 o ee � o • o n 7Y ¢ @�Z„ rr 0 o - o- . Q_. 5 - �\Nc.o �RF.w, SECTION �Q �� of WA' /� O� of WAsy�2- C) 4 �� ; �o �y Z''` SCALE = 3/8' =1' -0 o o l AS CONSTRUCTED Fs�c /ST E���C'`" �sFc�sT ER����� 1ft�L, V - S��NAL ENS S�ONAt_ E�� DATE SOUTH INTERCEPTOR - SECTION I DRAWING NUMBER MANHOLES AND LOW HEAD STRUCTURE S 4 — SHEET NUMBER PLAN AND SECTIONS 4 OF 9 A,00 2-- #6xS'o Tcf s TrP 4 FZACE5 2 5 � RcP Z V �I L = A/;.0 7 - #8 TRB I 'ED TOP PLAN SCALE* 3/8' =1' -0 =ADD Z -'p`8 T& B CDA-V. ,8ck. 8 N ?C/.W 5 /02.33 V,4RI E5- - ...,I/ • - - - - - - ___ - - , . .ww SECTION - 5 SCALE: 3 /e' =1' -0 1-1e /2" f8@ 8a5EE rOF PL A N 1-¢ e /2" rge /3 ',8 @ 8', 014 e 17, Ec 0�6 0/z# 05 e /Z" @ 8 " SEE f5 D T PLAN. E #,4& 1211 r o3 i EXIST" 6o" z' 4) C.C.P W4 TER L /NE i 14'- r., l r' C� SEE 3/5' - 14'- � V512% ,4L TPENCH TOP4T 106,7 5NEE.5 A0P T 103, Z velerICAL TUA(CH 7010 AT 106,7 5EE NOTE __ 5EE NO re) r /zrt�53 NOTE- CAL TRENCH SECTIONS SHALL BE TIGHTLY SHEETED TO THE ELEVATIONS SHOWN. I I C INv -72-' 53 7YP TYP EA, C01414 IZ uF53 II I � n . u� �- ___ ___ Z - •� 7Z" /. P, RCP !N Tf )eC5pr0 2 1 1 1 " - WATEk LWE SLh/G 5 PLAN rF� WATER MAIN CROSSING — DETAIL 8 SCALE: %q"= I11 - 0 3i8"5a sowEr - NSA r6rR L /NE _5Z 1A16 OVER PILES, h'ELD r10 TON 9 /M. WORMING 0z gOG T To Ac_- _ L CHAD) Ex,/57 60", /"0, JL WATER L /A/E 5EE A/C rE 2 a - = - 4!0 /, D, RISER M/% RCDUCM/G -- -, qL 5L A,5 AN,D METi2 FR.1HE - TEMPC7RAR f3ULKNEAD i AND COVE/Z SEE DWGZ r� = = - - -- -� - - -- - - - -- - - - - -- -- --1 —�— - - -� Y ! I I 5EE /DWG 3 I —F4- /2 /ZE /A/F SEE ,- / LENGTH 78 /. D• I rCP PcA A/ & //S If Awl M /N. �;' -o - _ �p SIDE SLOPE Tn _ r o ' a D � 13f DETERM/A/ED ,.:.• ... By CONTTIACTOr2 - III r I IZO 1 I 0 0 P/1 E 5 12/2 /VE ,, I TYPE ,9 /+�1A TER /A L w, + 30 " _TD 4N /Nl/CA TED I 5EE SPECS, - : I 3- - -• = YC2eIA1 G L CW D 0/-*- /000 P S. /, CONIC WOO P.5 ° . / /D TONS B Y THE ; En/c4sFMF>lr IC Fo�QMULA � P= ZYH EA Ch 5 /DE OF WA %ER- o 5 I _ L lNE awr=,&INE, + s + o• / ilERr1c .41 rRENCq „ Sr5rEAf TfvT �,Y1 %Z /.D, 2GP - - # �` _ 1 ► To SE L EFT IN I S. o' M/N, hC�T PLAN _ -- } - - - - i %LACE /O E.4CN I • -- -- I I -- , -- - - : , 510E of wA TE/Z - COLIC. Ertl CASE'MCNT I IO. S MA1C. `--- 6 0EDDI Ale AS PEEP PL �4/V 8 6 ° . LINE C- ENTE2L /NE 3 2 I 94.23 i 3 - -_� _ r �= - n, � - -- . -a - - ° ..; . o = : ° � - _ � SECTION All r -p- T 9s ' • ( SCALE: �4 = 1' - 0 `9 _7•,eCP I 5TA, 1 f00 S$ ° *4• e /Z' 7-45 1., THE SEATTLE WATER DEPARTMENT SHALL BE NOTIFIED TWO WEEKS - -- -- 1 - -S @1Z" _ PRIOR TO CONSTRUCTION. 1 2. THE WATERLINE LOCATION AND ELEVATION SHALL BE VERIFIED �° THEN THE PIPE SUPPORT SYSTEM SHALL BE INSTALLED PRIOR f0 D_ . , - - • _ i EXCAVATION FOR THE 72" RCP. AS CONSTRUCTED �V • ° ► ° o j SECT I 0 N 2 3. NO EQU I PMENT LOAD I NG SHALL BE IMPOSED ON THE 60--1 NCH PATE h N 5 i WATER LI NE. TYP ICAL FLEX ✓T, I THE EXCAVATION ON EACH SIDE OF IXISTING WATERLINE DURING 5EE 0wa 2 + 5 #6 @ 8 " ToP SCALE: E 3/8' = I'- o I 4. CONSTRUCTION SHALL NOT EXCEED A DIFFERENTIAL OF 2' —011. �N c. F. Iv wasy Q f wa s BOTTOM PLAN 5. ANY PORTION OF THE WATERLINE FOUNDATION REMOVED DURING �PQ °F '�� �� ° P� y'ti�,. o CONSTRUCTION SHALL BE BACKFILLED WITH CONCRETE. � - SCALE; 3/8' =1' -0} 6. THE SUPPORT SYSTEM SHOWN IS THE MINIMUM RECOMMENDED. o ,� o o ,� o Cr THE CONTRACTOR SHALL SUBMITALL DETAILS AND A SEQUENCE <c+ G,STE 'k \��v �S,�GIST Ek�����v MANHOLE R 18— 2 OF OPERATION PRIOR TO CONSTRUCTION. s %NAB �� Si�NAL DESIGNED McD METROPOLITAN EIV��IVEERs MUNICIPALITY O , METROPOLITAN S E T T L E R 218 RENTON SOUTH INTERCEPTOR- SECTION I DRAWING NUMBER FILE MANHOLE R18 -2 AND WATER MAIN CROSSING DRAWN — .,%_ BROWN AND CALDWELL CAREY AND KRAMER + � GAGE SYSTEM SHEET NUMBER MCD HILL AND INGMAN R w BECK AND ASSOCIATES SUBMITTE F2ECOMMEtVDED -APPROVED ' APPROVED f APPROVED J AS NOTED DATE MAY 1967 PLANS AND SECTIONS 5 9 CHECKED Design Engmeei - Metropoliton Engineers Protect Engineer - Metropoliton Engineers Chief Engin r - Metropoltton Fngi eers For etroponton,Eng�+ s For Municipolity of Metropoliton 4,W4 OF 109 // "_ � 'n ADD Z- #5n 4 � 0 T -95 TYP 2 PLACES �o r f— ,40D Z- #5-x 5 =0 Ta?13 (TYP 2 RL4GES) ADD. /- #9 T,& f3 9, I I i I rYP 2 P4ACFS ADD / - ,9 7 8 / J � I r2_ IL � i 6 72 6 I ' N I \1—A Pl;$ #5-,x 4 'o ; 6 r yP 2 PL A CES iNv 100,34- 1- LENGTH 36 "l. D. 01 A N A S TM - C A CLA551Y 6 6 TYP Z PLACES, SEE DWG, 2 /� + �, J , �� 1` �� ADD / / ° • Nt a -- -- — -- — - -- — - - - -- - t I I Q I \ 6 ! 9 162 _ 5rA. 0 9. 7 0) t ( I o I . • �' i TOP _ P L- N� T 0 P a,:\. • = \'� : . - -.o - � • o � I--� /3 UL KfiEA 0 1 Al END OF 3G" P! PE. 8:0 IAIV, 100.4-8 ( Conk. 61fl. BN 7V l2EM�9 //V 1-11V.1-14 zocl4re RE EIZ 0 TYP FLEX Jr lZ EMO I/ED 3 y O %l eles /NTff!Z ECr I SEE 0wG Z `v - — = :. TYP FLEX ✓r. 6 • : 1 Q . 5EE DWG e LENGTH 72" AD �•--1 -- - - -- _ - -- N /�; • BOTTOM PLAN T • / -xlsr 8" M A N H O L E R18— ,% i SCALE • 3 /g " =1'-0 t - 9 6 - � i STS. 33 / 9 ll/V, .9x.95 Q' — — -- - -- � I I � - - -- - .•�.•- • 1 5�'f3 oc? METRO IF q/yE Ih/G C I - \ ' 5TA,4Z4 89. ZG ` GoVER SEE DWG 2 \ •i � I lNV. 97. 48 -1_ -- '� �°'- � . s I I #4- -@ /Z ",E W cv J 2- #5 �lnoP5 �I ADD 2 sX s n r$ e - TYP Z PLACES 0 P PLAN I2" - 4' - -O - - - TZ" • b 6«�.- - o. = 4102TA2 DAM 3 - #6 yC�oPs 51:'IZ/NG L /NE TYP , I 6 - SEE pWG 3 �°: d •7 A5TM -CTa CLASS =R,C.A BOTTOM PLAN �. I - -- - BOTTOM PLAN E RO ARY @ �„ E�, - I MANHOLE R 18 - 8 '�30LKHEAD 5EE DWG .3 MANHOLE R18 — 10 8 /Z" TYP ' =I'-0 I r.:° 5 @ /Z" TYP SCALE _ /S "_I '-0 SCALE= 3/8 o i I #4 @ /Z" E ITYP) - 8" 1. D. RISER W REDUCING � .- • _ , •o• ' _ I •. � l 8� ___ f _ _ 5L A,5 & METQn FZAME DZnP & COVE/2 SEE DWG Z #5 @ /Z/ � —t -- SEE /VOTE -- � 14T o 0 0 r ,, #4 12 ra 5 2- 5 /�onPS ° 2— � L l V O L M� ; p n . ' *4 @ /Z ",E (, ! o . . O • . o • p p I Q4 - • • • O d I - 2" # goL 'CIDo 'ADD- -f- '� 6 ° 4• @ /Z E F 1 + i SEE DWG 2 3 4 I ; -SECTION 6 SECTION 6 - - t - 3 SCALE 3/8 " =I' -0 • C -- SCALE /8' =1' -0 I AS CONSTRUCTED * NOTE DATE U" #r@ /;nrx/ THE 18- I NCH DROP SHALL BE 114 - I NCH STEEL PLATE • o ` PER ASTM A283 GRADE C. SHOP LINE WITH COAL �-\\N C• p �< R F. wig I TAR ENAMEL. �Pv� °f w4 Sy�2ci�p �o Q� °f wQS 2-9 - - #9 G /Z' 2 I 1-5 @/2" SECTION SECTION 6 6 i SCALE 3j8' = I' -0 SCALE = 3/8' =11-0 Mco nnETROPO�iTAN ENGINEERS M U N I C -PA L I T Y O,F� M E T R 0 P 0_L,I TA N S E T T L E E,LF R 218A -- R ENTON DESIGNED DESIGN w6_ BROWN AND CALDWELL CAREY AND KRAMER /, ' • - ,GALE SYSTEM - L' APPROVED �_ i / ' AP'P'ROVED MAY 1967 /�%CD HILL AND INGMAN R W BECK AND ASSOCIATES 'UD sign ED RECOMMENDED APPROVE AS NOTED DATE CHECKED — Design Engineer Merropoliton Engineers Protect Engineer - Merropohfon Engineers chief ngin er -Me ropollton Eng eers For MetropojQorY->',f� veers for Murnclpoliry of Merrupohron ,enitle \ O N h �, 0 f `+, 2 Z 11;45 -3 Fs�c /SrE�F Gv4'Q: OF9F, GIST elik AL E- SOUTH INTERCEPTOR - SECTION I DRAWNU NUMBER MANHOLES r 6 SHEET NUMBER PLANS AND SECTIONS 6_OF 9 6701110 _ ,ME N O 1�S i i CoA/srRUCrioA/ 1. D UR ING CO, N STR UCTION SEWAGE FLOW FROM . EAS',c -meA1 r 90" 0 .ecP SEWIFR a EXISTING 8" 0 AND 24" SEWERS TO BE I N TER - ro eEA17'0M 56WAGE h ` CEPTED SHALL BE MAINTAINED TO EXISTING 90" Tk'EATMEAIT PLANT INTERCEPTOR. DIVERSION OF SEWAGE THROUGH NEW 90" SEWER PIPE SHALL BE MADE AFTER /2" `YA7ee \� ACCEPTANCE OF WORK FROM JUNCTION STRUC- .SLIPPLY TO REM TOM TURE NORTH TO EXISTING MANHOLE SEwwGE recw"EMT `\ PLANT J� 2. REMOVE W I THOUt DAMAGE THE 12" GATE VALVE % EX /ST /A/G FOR COA/NECT /ON \ MANHO1_E /wV943t AND THE WATER LINE FROM THE TEE TO THE NORTH J THRUST BLOCK IAPPROX. 130 LF). PLUG TEE SEE SPECS, BRANCH AS REQUIRED. TRANSPORT AND STORE TN2u5T 5z-oek \ � � � EX/5 eNEAD THE SALVAGED PIPE AND VALVE AS DIRECTED. I SEE NOTE 9 � e_ /lot THE PIPE NORTH OF EXISTING BULKHEAD MAY BE SEE NOTE 2 � � \\ � ; I 3. DEW4 8/7 _ _ ,S7,4 0 ,106, ♦o FULL, DEPENDING ON DOWNSTREAM CONDITIONS. CHECK WITH THE SUPERINTENDENT OF THERENTON- /VEIN' LOC4T 10N OF /2"0 I SEWAGE TREATMENT PLANT. CAST IRCIV w.4TE1P P /PE \\ 9011 SEE TYP. TREIV CA/ RC P SL= =CT /oN DWCr. 7 I) 50• — — O 6ENE,PAL NOTES: � „E,�' /STING /5 4 O I 40RIO2 TO C0AA67R4(CT 10A1 C0"7"R,ACTOR I I C,MP, 70 gE \1 SHALL vER/FY THE L OCAT/OAl AND I A8AAW0A/ED 1c0Ati57-A0`1.1Cr1OA1 h:4.ev4T /ON OF ALL EX /STING UT /L /T /ES 17� I SEE NOTE / EASEMENT TO Be RE-Z OCA7`II OR I !N rERCEP TED. p 2. THE COA/reACTOR SHALL COAITACr THE ' PROPER 41;r/I' AGEA/C Y 1O DAYS PRIOR TO RELOCATION OF UT/L /T Y POLES AA/D 14 G41Y AMCf,/I rHAr 4,eE- /A/ COA/FLICr NN I I \ W /TN TNF_ NOS ,< 3. FOR ;rREMCH SEC710AIS SEE OF DRAW /A/G 9 I I \ \ C2EE K R/P,iE it 0A1 PERMAN� � O (I E45El�1ENT O I I �EL OCATE EX 1.6TING I I I2" 0 CAST /,eON MATER ,PIPE SEE SPECS. 41-SO ; I I SEE NOTE 2 J!I�GT /OA/ 5'TPUGTU�PE \ , SEE DWG. f, I I 4 E.Y /STING S'TA. 0,169.7 e4'O CLASS\ 24 SAAB SET Rlnrne r0 I I Q .PCP SEINER I E,Y/ST/N6 d" SWA .. IM re eCERT B" S. ' I L, -- - = 23 =9 f ANEW M, N. 018-114 TEL. cavoLlir 6 VE/IriGAL TH2[J5T 5LOCZ 4-711--: N ME'ASU�p /A/G M. y OL/CT .� %"A.C, SEE DET. C17. COA/r,2A0ro,Q INK EL, 101,4z UP RCP SEE NOTE / 59 4 L L AD.IUST T4 CL EAQ � h DErA /c Al 7 Ex/srlNG u r /�/ r/FS o�cyi _ _ . .. - . • .. I .6rA, /, 00. 00 Al 173,166. 33 I 0Cr 16:54,125.15 f3�P /D6E _ ` FOB CONNC-CT/oN I To EX/S•T 1Z "W4r5e 8TH y�sTuf3 MA /N L 3 t SEC � EPCC 11S - , . ... . ......:..:.. .•. • -EX /ST le-0 W4 r4P LINE • SEE A/OTE ? — — — 7Z" 0 eCP -l" GA S KW.. r) Y - Afrl5T /P" GATE YAL VE SEE NOTE 2 T � UP REA L A;A/MENr A5 PER SUP pl�t/G. 2 • VP PLAN SCALE : I" = 10� 0 SMOOTH "0,,4 TAKE' %QAMSIT /OA/ L z r rl-I 7 _ Nt N ti 0 SL /P - DA/ P. V C. COL/PL /A/G .1 �l II II I II 1 I II SLOPE INN- _ j i I ' SEE NOTE 3 1 I I _j 7 PLAN ^,^AIr mi.0iY In Qo� ~ hW STD. MAMAIOL E BASE SKr /ON SHE F FLOW I _ I I SLOPE SEE A/OTE 4 CHANNEL v HALF P /PE SE�CT/OM OR FO*eMED SURFACE I SECTION 7 /-0 STD. P. V C. FLECrRICAL COA10411 r WITH SLIP-ON FIrrIM S A 7 -a-ulm Fl�l " T-I CRAM,, /NV SECTION () 7 I MEASURING MANHOLE DETAIL 7 gE'Q� %V NO SCALE HORIZONTAL BEND - 221/2 TO 450 Z MAN. o . 3000 Ps/ 7YP A LL Th',ZU5r f3L.I 7'x 5 CONC. 13L OG 4 45 *PENT TYP. SEWER `- MORTAR F /LL 2 SECTION 7 NOTES: (P ER TA I N I N G TO MEA SUR I NG M. H. ONLY) 1. USE AN EPDXY BONDING COMPOUND WHEN PLACING THROAT SECTION AND TRANSITION AGAI NST HALF P I PE SECTI ON OR CHANNEL. 2. THE THROAT SECTION WILL BE FABRICATED FROM 3/ 8 INCH GALVANIZED STEEL PLATE MORTARED AND KEYED I N PLACE. 3. MAINTAIN SEWER SLOPE AT LEAST 10D UPSTREAM FROM FLUME- BENDS OR CONNECTIONS SHALL NOT BE ALLRED IN THI S 10D REACH. 4. DOWNSTREAM SLOPE OF SEWER SHALL BE EQUAL TO OR GREATER THAN UPSTREAM SLOPE. 5. THE THROAT CROSS- SECTION MUST BE UNIFORM THE ENTIRE LENGTH. 7 =0 ¢{ EL . 113 ¢` 'I //D t TYP . 4 i/ of VERTICAL THRUST BLOCK - DETAIL 7 NO SCALE 5A,f lG I= /L L To 6,F Z0,40 CE57094r 10N CoMPACTEO /N C01VT4C7- SEE T'YP. SEC774A/S DWG. 9 Wiry 411v015T41Q8ED I TRC-NC H WALL - -� SECTION 7 THRUST BLOCK - DETAIL e NO SCALE 7 1Q9533 MUNICIPALITY 0 M E T R O P 0_L TAN S E T T L E suds couc-Nr g.4aeF /ci. 511.)C- SLOPE TO ,�? ► METROPOLITAN ENGINEERS a 5#A1_1. 13E CL ASS Zr OA10FR 15E DETEEM/IVGA Ali -`_ 4� p /�gVCO A2EgS CL455 i3Y CO/V iQACT'O,Q DESIGNED 41NDC-9 UNIEO AkEAS . SPIT /NfsL 1AI 0 09 ~ PGAcE CONcQE'7E ,46g1�t/ST �o � 7-YPc F M,4 rE2 /q L UNI0 /STU1 -?6eD G/IoUN/.� ,.o � • APPROVED Me 0 DATE -MAY 1967 o �/DF r -1 eus r �L oc& Pe HILL AND INGMAN R W BECK AND ASSOCIATES Design Engineer - Metropolitan Engineers AS CON STRUCTE D AT E I/F2Y L'yANI QF r hton En ine rs F fN pp 9 For Municipality of Metro oliton ;Bottle p v C DATE /�� c:. / 9� L� �� F. SECTION 7 THRUST BLOCK - DETAIL e NO SCALE 7 1Q9533 of w4sy2c 0 H O T . Z TYPICAL TRENCH SECTION Ct 3 FOR WATER PIPE oFs�c � /STFYL- � NO SCALE s /oNQL E�� SOUTH INTERCEPTOR SECTION I DRAWING NUMBER DETAIL PLAN—MEASURING MANHOLE SHEET NUMBER AND DETAILS 7-OF 9 -_ MUNICIPALITY 0 M E T R O P 0_L TAN S E T T L E F,EE R 218 A R ENTON LM METROPOLITAN ENGINEERS DESIGNED ' 0 09 DRAWN 111CC0OS BROWN AND CALDWELL CAREY AND KRAMER SUBMITTED —:_ RECOMMENDED APPROVE APPROVED' � • APPROVED SCALE A S SHOWN DATE -MAY 1967 SYSTEM CHECKED �PFW HILL AND INGMAN R W BECK AND ASSOCIATES Design Engineer - Metropolitan Engineers Project Engineer - Metropolitan Engineers Chief Engin er - Metropolitan Engineers r hton En ine rs F fN pp 9 For Municipality of Metro oliton ;Bottle p v C of w4sy2c 0 H O T . Z TYPICAL TRENCH SECTION Ct 3 FOR WATER PIPE oFs�c � /STFYL- � NO SCALE s /oNQL E�� SOUTH INTERCEPTOR SECTION I DRAWING NUMBER DETAIL PLAN—MEASURING MANHOLE SHEET NUMBER AND DETAILS 7-OF 9 -_ NOTE: S. 153R °ST. ��� 1 ��� ALIGNMENT DATA STae i PZ&4 F011 i �� /2"O ,c&74/,f ,f CO MN. -�.5 PE,PMANE T CON�t/ECT /O�t/ PT. _ -- - - -���EK ,�i��/ �� ` ���N gA�tN REFER TO GUA�PD SHACK TO f3E ,I SEMEN T sTA.o�os6o r �� /, CENTERLINE EASE - oPEMOVI AMID e,65rOk'ED Al /73 250. 72 /- _ - - -- - - - _ -- _ B _ -- /� / AFTER C0A45rR,UCT�oN 1. , _ -i�o � / Q 7R,I NOT , MENT ONLY. PERMANEN JI G II E /64, /26.82 __ -- - , - 1/1 � i, , j `.� TO 55 . � S /6° 00' /9" E of . 5 ^ , V 1; I �\1 EASEME�t/T I5 S 2 k 1 MN R!9 - 1144 � _. � -' �-- ' " 6, " � 0 STUREE/� 60, 00' �� ° \ p .1 � _ f ,i�4 ►► -�- / a. h a� \ ,� 12 ��, LS o • 57' /9"W - -_ - - - -_ _ " As BU /LT 19 T. \ \ �i � --� T. MET O I I. �CA ¢ APCp- J % I I ,iii " / �` STA S5 -40.30 u % ��� /is - 469906" . 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Ao A,/. oP /B - 4 STA. /4o 00 PERMANENT a 1 - STA, S f 6s 44 I-I Q,.� - - - v OF QoAO !-VEST of STA. 9 f 63, /o NOTE STA. /2� 92.28 STUB PC U� Fol2 7-I h EASEMENT Al /72,,r-9/0.9 GONGAC,f'�S /NTE,�2c�,oTO,e SE! -v�,e N /7P, 296.72 N /72 027. 54 D/�VG. P0.2 0 I 1 PCG E 1654, /27.4! E /6: 4, /20, 83 E 16 5�4, /2/, 94 ! 2 " O f U 7U�cE CONN. OETsi /L . PLAN p�`v I 1 NOTE: STA. ¢tB?77 N /5' s1,PEA I 'SEE SUP 6? III �•� VAE i i4 A T / `,0*' �l BE7 ,,FAw AfAf R /8 - ?A ,f Mh/. 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CHECKED ,pAw METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R W BECK AND ASSOCIATES MUNICIPALITY O F M E T R O P O L TAN S E T T L E FILE R 218 A R E N TO N SYSTEM SOUTH INTERCEPTOR - SECTION I PLAN AND PROFILE STA. 0 +00 TO STA. 28 + 00 DRAWING NUMBER r.. ,> 8 I suBMITTED Design Engineer - Metropoliton Engineer=, RECOMMENDED Protect Engineer - Metropohton Engineers P�ovFD Chief Engine - Me ropollton Ln mews , AEEF«�vED / �,L,L'c� Fbr Metropollton R rs • APFROvED - For Muniupollt ut Metropollton Snnitle CALF AS SHOWN DATE_MAY,1967 SHE LT NUMBER 8 9 OF I2C //O um ....................... ........... ...... . ............�L S7U,5 f PL UCr FOA> 3 (a " I f uTURE 60 A11 CI-1 PE- /�RA1A44GE --S7-U,8 f 04ay Foa /7"0 M.H. R/8 -8 �/ STA. 33 f /9.96 Fa TuaE N /6 9, 940,16 ' 's ,E,�'CAIiAT 10/11 A/OTE: LOW RR0111 L E p /PE \A111.59,4, N R76 -9 E 1654 085.70 SECT /oN�Tl�tr /n/ 48" of 8t 04. 54r CXCAV,4TE et ,eeP1-ACE UA/5'L/ /TABLE MA1E ? /AL I �\ �QCP) SE DWG. 4 55.6/6 A5 5H0/WA/ ON TYP /GAL 41Aiii E5'TR /CTEAD , O 7 7.0 92 TRErVCH SECT' /OAJ o�� NOTE; ALIGNMENT DATA ti ti h / — REFER TO CENTERLINE ^ I EASEMENT / \ �� Ile \��� EASEMENT ONLY. M g \ xx Ile- 31511111111111111 • ■i / 1 0 LOAIGACRES i , ♦ - - • • I I 11��MW ; • . • . • � T "w �ili7iii� 71 , Iii�fi� i�T_ /// R / � ley i•J s' �.►I .:f ► �I � �� �� wm EA �_ •mot . \ -IC / \� .� - r- -� - -� - I■I �� " S � . / 111 /.•I "A LJ I�� /: fly�� 1• I �11 US Fir mm 0 j Imm -- t - -� -- �— -1 -jr-- r - ---III -- - - -r-- - r - - -- r I --r- T 28 2 9 30 31 / 110 r FuTUR4a 500 r" / I � REN roN remv,< (,Vlc) 420 / � 72`0 S7Ufj e PL UG FO fU %U�QE' CONNEC T /ON SEE' ow , 6 O I FUTURE SOUTH 1MTE1PCEPT0,P 5EC770M 2 KWIC) Of " — r L /NE L A /}2 0. i M. N, R/S • /O STA. 42 tS9. ZO —�- RL=RmAitlewr \ \ f Al /68 974 07 EASEMz -,vr E 1634,066,46 cr.Al 97. WnQi7nNTAI I" IsRO' VFRTwai I"= Ins iiTi " • � ' ,fw" e�m i mu -j -un -- L - - - -- /1?o go. 32 33 34 35 �6 37 36 39 40 4/ 42 ,4 SHALL T/G CONG,PE TE ? NEW SU�PFAC/N6 7H/CKA/E 5 5 Of EX/ 5 T. L /NE- TAPAIGH7 .EX /S T. OIL MA T P,a IiEMEM T t 2" �EX /ST. CONC. PIiMT. EX /5T ASPHALT Ply T. OR GRAVEL cV — 6 , WHEoPE W/D 1'H OF !�Yl,IERE IY/D7H Of ` EX /ST. GRAVEL 4,. 4" - 6 W /�l/. TOP ec 9A5E . dFxf5 -r GRAVEL +' 6 " M/N rOP &L f3A SE OPEiv /�c/6 /S MORE OPEN / 41 /S LESS 13A 5e Ai CO[/,E'SE eA SE AI COlJRSE THAN 4' TyAA/ 4' TYPE C 8� D ROAD RESTORATION 6", 6.- °° 6•' Miiv, TOP Q ,BASE C ��AD RESTD�PAT /OiV 7RFNGfv SUPPORT TYPE B ROAD RESTORATION SYSTEM WAAFfle NO SCALE NO SCALE TYPE A ROAD RESTORATION w/lERE leeou/eED ro NECESSARY NO SCALE /2EPL ACE EX /ST /NG PA Vi,vG SUBSEQUEA/T SUBSEQUENT 84CKF /LL TO RE i3AC,�'F /L L SNAL L FjE eOA D RES TO ?A T /ON 5.40E /LL SAV L /3E CO"R,4C TED /A/ CLASS Q UN/3E�P _��_ WNERE- Ifecal�PED CLA55 27 I-11V �E° 11k CONTACT W/Tf/ rn =,Its UND/ST,u ?84-D P.4VE0 ARE-A5 AND Itl =11� TO REPLACE EW57. Ad AR4:,45 AND l►` ur r� _$r=` Irts CL A 55 X7 UAI/JEiP jj 1 1 11 ` RA 1111V6 CLASS 27 4/NDEP TRE�I/CH 1�VAL L Lio0I VED AREA UNPAVED AREAS "' E 5.5 OTHE�PW /SE ZIAI ES 5 OTHERWISE ` ��t' t 1� [JAIL NOTED T r�ltlrjl�y /N /T /AL 64CKF 11-1- SHAL 4 CE CL A 5S QT C/A/L ESS.5 OTHER*N /SE NOTED /20 °- /000 051 C,OAI SE- 00 1A/G UNLE55 O rA4e,e W /5E ova QED - TOE PENE TRAT/01V AS NECESSARY rO 5411 T GROUA/D COA101 r10M9 =111 =►1It► Z - 1 = w 4�t a IU'6 MUNIC 11_111 �IW� � O/F2 METROPOLITAN 11 _111 =11�� SE TTL DESIGNED LM- METROPOLITAN IgOA/D f14,, E,P Li, O. D. ; 2'- M /A/. DRAWN 1TC-C— BROWN AND CALDWELL CAREY AND KRAMER r� " � '�/ ��`_ APPROVED SCALE J CHECKED RFW HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED Design Engineer - Metropolitan Engineers RE ,OMMEIgDEft Protect Engineer - Metropolton Engineers 4PPkOVFD <' W L Chief Eric)- r - Metropohton L ineer,. APf R�)VEf) GL For Metropolitan En r For Municipolityof Metrot>olitnn _•rattle /�Q SHOWN �+�+ r' r s s�# • Ica i - iiTi " • � ' ,fw" e�m i mu -j -un -- L - - - -- /1?o go. 32 33 34 35 �6 37 36 39 40 4/ 42 ,4 SHALL T/G CONG,PE TE ? NEW SU�PFAC/N6 7H/CKA/E 5 5 Of EX/ 5 T. L /NE- TAPAIGH7 .EX /S T. OIL MA T P,a IiEMEM T t 2" �EX /ST. CONC. PIiMT. EX /5T ASPHALT Ply T. OR GRAVEL cV — 6 , WHEoPE W/D 1'H OF !�Yl,IERE IY/D7H Of ` EX /ST. GRAVEL 4,. 4" - 6 W /�l/. TOP ec 9A5E . dFxf5 -r GRAVEL +' 6 " M/N rOP &L f3A SE OPEiv /�c/6 /S MORE OPEN / 41 /S LESS 13A 5e Ai CO[/,E'SE eA SE AI COlJRSE THAN 4' TyAA/ 4' TYPE C 8� D ROAD RESTORATION 6", 6.- °° 6•' Miiv, TOP Q ,BASE C ��AD RESTD�PAT /OiV 7RFNGfv SUPPORT TYPE B ROAD RESTORATION SYSTEM WAAFfle NO SCALE NO SCALE TYPE A ROAD RESTORATION w/lERE leeou/eED ro NECESSARY NO SCALE /2EPL ACE EX /ST /NG PA Vi,vG SUBSEQUEA/T SUBSEQUENT 84CKF /LL TO RE i3AC,�'F /L L SNAL L FjE eOA D RES TO ?A T /ON 5.40E /LL SAV L /3E CO"R,4C TED /A/ CLASS Q UN/3E�P _��_ WNERE- Ifecal�PED CLA55 27 I-11V �E° 11k CONTACT W/Tf/ rn =,Its UND/ST,u ?84-D P.4VE0 ARE-A5 AND Itl =11� TO REPLACE EW57. Ad AR4:,45 AND l►` ur r� _$r=` Irts CL A 55 X7 UAI/JEiP jj 1 1 11 ` RA 1111V6 CLASS 27 4/NDEP TRE�I/CH 1�VAL L Lio0I VED AREA UNPAVED AREAS "' E 5.5 OTHE�PW /SE ZIAI ES 5 OTHERWISE ` ��t' t 1� [JAIL NOTED T r�ltlrjl�y /N /T /AL 64CKF 11-1- SHAL 4 CE CL A 5S QT C/A/L ESS.5 OTHER*N /SE NOTED /20 °- /000 051 C,OAI SE- 00 1A/G UNLE55 O rA4e,e W /5E ova QED - TOE PENE TRAT/01V AS NECESSARY rO 5411 T GROUA/D COA101 r10M9 =111 =►1It► Z - 1 = w 4�t a IU'6 MUNIC 11_111 �IW� � O/F2 METROPOLITAN 11 _111 =11�� SE TTL DESIGNED LM- METROPOLITAN IgOA/D f14,, E,P Li, O. D. ; 2'- M /A/. TYPICAL VERTICAL TRENCH SECTION NO SCALE /2'' 0.0. /c--1u J rte/ clu"C.. 1200 BEDDING NO SCALE /N /T /AL 8,4cef/L L SHALL 8,& CLA55 27 L/A/L E55 07146,,IFW 15F A/07E0 — -- CI-A.65 JZZ7 BAGCFiGL EXCEPT TYPE K MA,r&R1A1- 59A1.1- RE- U5E-D 42 43 ENGINEERS MUNIC PALITY O/F2 METROPOLITAN SE TTL DESIGNED LM- METROPOLITAN DRAWN 1TC-C— BROWN AND CALDWELL CAREY AND KRAMER r� " � '�/ ��`_ APPROVED SCALE J CHECKED RFW HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED Design Engineer - Metropolitan Engineers RE ,OMMEIgDEft Protect Engineer - Metropolton Engineers 4PPkOVFD <' W L Chief Eric)- r - Metropohton L ineer,. APf R�)VEf) GL For Metropolitan En r For Municipolityof Metrot>olitnn _•rattle /�Q SHOWN �+�+ III sut7-- uI ` 11=- ul = u\ = t%t ry /F 5 1DE SLOPE 70 RE De re,PM/A/ED gY COMTRACTO? 120 • /000 PS/ COA/G. 9,4- 01?/A/G LIA E5'5 07HE,?W15E N07ED H - /CEP riN OF EXCAPWIOA1 9,FZOW /3ED0 /A/6 AS 6A10 WA1 OA/ THE PROF /LE M /N. /N /p TN = O. D, f 2'* 2.ON �?, F. p°F wasH,tic 00 TYPICAL UNRESTRICTED TRENCH SECTION NO SCALE AS CONSTRUCTED. G ��° Cis+ S T E � DATE /SEC / /�� S1�NA� SOUTH INTERCEPTOR SECTION I DRAWING NUMBER VILE R 218 A R E NTON PLAN & PROFILE - STA. 28 +00 TO 42 +89.20 9 SYSTEM SHEET NUMBER DATE MAYj- 1967 TYPICAL TRENCH SECTIONS & DETAILS 9 OE 9 y SCALE / •' t 5a i � r MN ,P /8? /2 "DRc�P CONAvec770V f, A/ 4 00 PL U GG D �Tv P W/ Z/Y✓. 91- = 10 6.0 - /6 S4i / 2 Sr /S 57' /?" W i Pipe ,QL/GNmomr = _ _ _ 3vc�,OV (342, oo •� - - /' /,os O� nao/wlarr' PZ/l d0,vrRACr [/me AZAN 7, 5. Okwm. eAszm&Nr- Fc �A* SrA. 4000 r- 5465.54 -4 so wkNr 6'wA64 4xrawo fRo/N Amov --w r e L /mz ro sl rwl�Ea r r.4 4ta v Avo gm Stit, S4 4io END /KG Wo,rN ,EX /lr /n/G 'o'ex", EN- samoNr o 14 s 49 SL +0 0 1 L - 52.77' R- 6153.29'' I I C: 82, ?Z' M = /. 26' I 1 I � M v. R18-FA-'o PC= TM 41 oo __ Al 17Z 6S6. 37 E 16:5-4, /Zo. /s- Are pe d S 7A 4482.77 h Ew�&L-L- _ L = 62, 77' 1 a: G83,•t9' 'e =BZ,7Z� 41 =426" • M/-/ Rle- e -Ar STA ro 46, Q8/A'N1 144-T- --00 57-' F'# W 4'xisr Rezw fr4s,EA*, sjvr Al /7Z 9/ Odf E 16;j4.1'127 41 41ri,uG 8' -O &Agrwo ac P /AE 9zrwenv SrA, 44+00 & C116-17, T4 W-4G. Ac,-ow JO,A rs T ffc P -c.ceo ( M -w A /50'2 72" -0 9 el PcX4.E0 5 %4" = 664 7'7') . MUtd d i Y ROPOUTAU iEATTLE DOES NOT WARRANT OR AS CONSTRUE D DATE DATE `BY CHECKED I APPROVED `JOB NO. l METROPOLITAN ENGINEERS ITITLE SHEET N0. { MoV 14,67 ^S, $ [, M. {I L. 114. 1 R3 /� A 1 SEATTLE, WASHINGTON A� /��ME/VT k'EI/ /5' /ON S; /�t/T- S'E�. / SuR, 2 I