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Home My WebLink AboutzS-0715Setr \ / /0- /11 HRl0.40,STA3 / *04 r LlMIT I2'S70B & PLUG NORTH 6'OF/8 "RCP W/BrTEE & PL UGS SOUTH 6'0,3 36 "RCP EAST (SEE PROF /L E) � 1 \ LOT 9 � RESTORE\ STQ ?9+242 WORK D/TCHTYP, END SPECIAL nircy RIVER CROSS /N6 b �-_ - - �__- rn� Tq N P C. RR (G. N. RY I LOT 8 \ I SCAL ES: HOR. / "• 50 ; 11ER7'. / "_ /0' � CL ZY SUBSE UEN B C F /LL CLIZ -RCP F. M. CONN. —f SEE SPEC. CONSTR. NOTE 6 a CONTRACT N0. MUNICIPALITY OF METROPOLITAN SEATTLE DATE: UoLY 1968 CEDAR RIVER TRUNK -SECTION 3 ____ F1Le °` ° °` °' MS-68 ADDENDUM NO. 1 R 502 -1 STA. 29 +24 TO 31 + 14 - * PROVI E 6'LEAWA OF36 "RCP WITH CONC. PL UG & - INV 6/.98 _ CONST.4 CONC. C k(AN(jV S =O, 035 - -- RCP @E. EDGE OF 1W.. H. 6135 1 y 110135 l�`44� or wgyyy7�� ° ys INV. 62.02 112 "STUB & PLUG NORTH, 6'Of -I8 8RCP WITH 8 "7-EE & PLUGS S UTH 29 30� 31 3 a CONTRACT N0. MUNICIPALITY OF METROPOLITAN SEATTLE DATE: UoLY 1968 CEDAR RIVER TRUNK -SECTION 3 ____ F1Le °` ° °` °' MS-68 ADDENDUM NO. 1 R 502 -1 STA. 29 +24 TO 31 + 14 LOCATION MAP SCALE IN MILES I �2 0 I l BENCH 'BENCH MARKS ARK NO DESCRIPTION ELEVATIQN ES -651 R.R. SPIKE IN POWER POLE 100' WESTERLY 66.502 l� CL OF WATER MANHOLE AT SOUTHWEST CORNER (( ` TACOMA /NTV �L OF MAPLEWOOD GOLF COURSE AIRPORT ES -652 R. R. SP I KE IN 30" MAPLE (AT BASE) 15' 67.514 INDEX OF DRAWINGS SOUTH- EASTERLY OF WATER MANHOLE AT 2 GENERAL NOTES AND SYM80 LS SOUTHWEST CORNER OF MAPLEWOOD GOLF MISCELLANEOUS DETAILS COURSE ON NORTH S I DE OF RENTON -MAPLE 3 SANITARY SEWER MANHOLES VALLEY ROAD ES -653 R.R. SPIKE 0.1' UP IN ROOT OF 30" MAPLE 69.860 PLAN AND PROFILE ON NORTH S I DE OF RENTON -MAPLE VALLEY STA, 0+00 TO 27+14 ROAD OPPOS ITE OF R. R. S IGNAL 700' - 5 PLAN AND PROFILE WEST OF R. R. OVERPASS AT SOUTH EDGE OF STA. 27+14 TO 31 +15 AND MAPLEWOOD GOLF COURSE. ES -654 R.R. SPIKE IN ROOT OF 30" MAPLE ON NORTH 71.392 JOINT REPAIR S I DE OF RENTON -MAPLE VALLEY ROAD - SECOND TREE WEST OF ENTRANCE TO MAPLE WOOD GOLF COURSE ES -655 R.R. SPIKE IN LAST +TREE OF ROW RUNNING 72.970 EAST AND WEST 900' - EAST OF MAPLEWOOD GOLF COURSE ENTRANCE ROAD ES -656 BRASS PL IN CONCRETE ON EAST SIDE OF 69.742 .+ATE RIVER 30- SOUTH OF R.R. BRIDGE EAST SIDE OF MAPLEWOOD GOLF COURSE AT BASE OF PO #4 BARB R POLE GAGE MILE ES -657 R. R. SP IKE IN 8'+ X 8" BRACE FOR R. R. 76.326 POVER POLE 1001- EAST OF CEDAR RIVER 101- SOUTH OF R. R. TRACKS 100'- EAST , OF BR I DGE AT SOUTHEAST CORNER OF MAPLEWOOD GOLF COURSE NONW4 LOT 6 P� LOT T 1 �i`F� LOT S I G�O �+ I LOT 4 -CEDAR RIVES TRUNK AS ELLIOTT SECTION 3 WORK R EX. GAT E LOT 10 V " �, —EX. ROAD C Y \ N` � I /+ I PACT URE ,+ A ELLIOTT � LOT d k� cur.rll ATEO i LOT 3 k I LOT 9 IU) '`�`;__��'� I EX. GATE , VA Il z Y RO SEC 22, T23N,R6E,Wm KING CO,WASH 11� x A G ELLIOTT EASEMENT FOR TEMPORARY ACCESS ON EAST SIDE OF CEDAR RIVER SCALE IN FEET 0 200 400 800 1200 AS CONSTRiJG'TED DATE -5 • 6.9 NO I REVISION DATE DESIGNED:RL DRAWN: ES REM MM NDED' 160 NI; O Q m y ,f O' j Q) ,7 l �Q cli V 0 N 99 J �a W1 4 k �� k � � z 111 ,, 3 K (It 5 Coll 99 C% - !� I 411 _J VICINITY MAP 5J E IW 900 TON L- LOCATION j OF WORK AUBURN SCALE IN MILES 0 1 2 4 VYALLUP INDEX OF DRAWINGS SW. Md. l� CL SEAT Ti E (( ` TACOMA /NTV �L I AIRPORT 5 Coll 99 C% - !� I 411 _J VICINITY MAP 5J E IW 900 TON L- LOCATION j OF WORK AUBURN SCALE IN MILES 0 1 2 4 VYALLUP U0136 MUNICIPALITY OF M E T R 0 PO LI TA N SEATTLE CONTRACT NO. CEDAR RIVER TRUNK—SECTION 3 M 8 -68 VICINITY AND LOCATION MAPS INDEX OF DRAWINGS 169 �Q�3TERE� DATE JUNE 1968 FILE NO, R 502 -1 DRAWING Nog I SHEET I OF 6 INDEX OF DRAWINGS SW. Md. TITLE NO. NO. I I VICINITY AND LOCATION MAPS INDEX OF DRAWINGS 2 2 GENERAL NOTES AND SYM80 LS MISCELLANEOUS DETAILS 3 3 SANITARY SEWER MANHOLES CONSTRUCTION NOTES AND DETAILS 4 4 PLAN AND PROFILE STA, 0+00 TO 27+14 5 5 PLAN AND PROFILE STA. 27+14 TO 31 +15 AND WATER LINE RELOCATION 6 5A JOINT REPAIR U0136 MUNICIPALITY OF M E T R 0 PO LI TA N SEATTLE CONTRACT NO. CEDAR RIVER TRUNK—SECTION 3 M 8 -68 VICINITY AND LOCATION MAPS INDEX OF DRAWINGS 169 �Q�3TERE� DATE JUNE 1968 FILE NO, R 502 -1 DRAWING Nog I SHEET I OF 6 4- MH R// - I STA OfOO ,c—ST,4 110-k40 STA /l1 f00 SYMBOLS WORK TO BE DONE SEWER MANHOLE - NUMBER B STA TION CONCRETE ENCASEMENT OR JACKED OR TUNNEL ED CROSSING 250 0 NEW DESIGN CONTOUR EXISTING WORK 12„ S SAN /TARP SEWERS SIZE SD 12 I. D P, STORM DRAIN 8 .;IZE l2' __ PER L /N. F T w WATER LINE H SIZE 6f' G GAS L INE 8 SIZE T TEL EPHONE CONDUI T E ELECTRICAL CONDUIT - - - — — CENTERLINE OR SECTION LINE - - PROPERTY LINE OR R w LINE TEMPORARY EASEMENT LINE 250 CONTOUR LINE CURB 8 GUTTER CONCRETE PAVEMEN T( EDGE) ,,,, ► „�► , ASPHALTIC P4VEMENT(EDGE) -------- - - - - -- EDGE OF TRAVELED WAY(UNSURFACED) - +-- +- +-+- + --,- -� �-+ + RAILROAD, SINGLE TRACK RAILROa_', 11OUBLE TRACK x x x x FENCE RIVER OR CREEK � -- 20'- I8 "X24" CMPA CULVERT- L F_ NG'TH, SIZE, 8 MATERIAL __ - - - - -� (HEADWALLS, IF APPLICABLE) — - — - - - - - - - -- OUTLINE OF EXISTING INSTALLATION MANHOLE o INLET OR CATCH BASIN FIRE HYDRANT ® WATER METER BOX ® VALVE • UTILITY POLE —� GUY WIRE 0 DECIDUOUS TREE A T I='2 SOIL TEST PIT 8 DESIGNATION ® B2 SOIL BORING B DESIGNATION SURVEY MONUMENT OR PERM BE,'VG 1`' ,tit a RK ANGLE POINT OR NUB SECTION CORNER a--.W 114 SECTION CORNER DATUM NOTE: 0.0 EOUALS MEAN SEA LEVEL U S C 8 G S - 1929 (1947 ADJ) UNLESS OTHERWISE NOTED GENERAL STRUCTURAL NOTES GENERAL Gl SCOPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPEC IF IC INDICATIONS TO THE CONTRARY. G2 APPLICABLE SPEC F CATI NS AND CODES. CONSTRUCTION SHALL BE IN ACCORDANCE WTH -E LATEST ED I TI ON OF THE UNIFORM BUILDING CODE UNLESS RESTRICTED BY THE FOLLOW ING NOTES OR DRAWINGS OR OTHER APPLICABLE CODES. G3 ALTERNATIVE DESIGN THE STRUCTURAL SYSTEM AND DETAILS ON THESE PLANS ARE THE rRIORIT D SIGN; HOWEVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR SUBMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY THE ENGINEER. G4 CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS �f T E COMPLETED UCTURES; DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. C 0 N C R E T E Cl APPLICABLE CQDL. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST ED I TI ON AC I BU I LD I NG CODE (AC 1318-63). C2 TL D�T l ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING ��, UNLES THERWISE NOTED, SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES AC 1-315 LATEST EDITION. C3 DESIGN STRESI A. CONCRETE 3 000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS B. REINFORCINd STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 201000 PSI. C4 CONCRETE COVER. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER. A. CONCRETE CAST AGAINST GROUND - 3” B: CONCRETE TO BE IN CONTACT WITH SEWAGE - 2 -112" C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL - 2" D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER: 11► AT BARS GREATER THAN #5 - 2" (2) AT BARS #5 OR LESS - 1 -112" C5 DOWE15. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND STA NG AS BARS WITH WHICH THEY ARE LAPPED. C6 BAR SPLICES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS. THE LEN TH F LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER. C7 STANDARD H00KSP BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM 0 THE RE U I REMMEENTS OF PAR. 8010 AC 1318-63. C8 CHAMFER-5. EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314" CHAMFERS. RE- ENTRANT CORNERS SHALL NOT HAVE F I LLETS C9 CONSTRUCTION JOINTS,. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE PPROVAL OF THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVI DED IN THE CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS. L 0ADIN6 BL P- 5EE TA6LE - -- SUPPORT BLOCK lP L OA 01,V6 B LOGIC TYPICAL PIPE SECTION AND JOINT SHEAR TEST NO SCALE BARS 'A "C /RC(/I,AR CAGF_ WIMIN.I'IC -L. COVER BARS "B "CIRGULA,Q CAGE -4 SPECIAL CONSTRUCTION NOTES 116 UNLESS OTHERWISE SHOWN ALL MANHOLE STUBS SHALL' BE CONSTRUCTED WITH PIPE CROWNS MATCHING THE CROWN OF THE TRUNK SEWER. 2. THE CONTRACTOR SHALL CONTACT THE C I T'Y OF SEATTLE, WATER DEPART- MENT, BEFORE CONSTRUCTING THE SEWER ACROSS THE CITY OF SEATTLE 36" WATER TRANSMISSION LINE. 3. AT MANHOLE R10 -35 THE EX I ST D I TCH SHALL BE RESTORED AS D I RECTED BY THE ENGINEER AND THE TOP REDUCING CONE OF THE MANHOLE SHALL - BE ROTATED TO THE: NORTH TO CLEAR THE DITCH 4. THE CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF TEN FEET BETWEEN THE TREE TRUNKS AND THE EDGE OF THE JACKING PIT AT MANHOLE R10 -36. 5. THE CONTRACTOR SHALL NOTIFY PACIFIC NORTHWEST BELL AND EXPOSE THE TELEPHONE CABLES IN THE VICINITY OF STATION 13 +50 PRIOR TO CONSTRUCTING THE JACKING PIT 6. THE CONTRACTOR SHALL REMOVE PORTIONS OF ABANDONED CONCRETE ABUTMENT AT APPROXIMATE STA. 24 +00 AS REQUIRED FOR CONSTRUCT TION OPERATIONS„ 7. SEE SPECIAL CONSTRUCTION REQUIREMENTS FOR MAPLEWOOD GOLF AND COUNTRY CLUB IN SPECIFICATIONS SECTION Cl. 8. FOR REROUTING AND SUBSEQUENT CONNECTION OF EXISTING 8" FORCE MAIN SEE SPECIFICATIONS SEC. C -1 AND SEC. C -3.013 l4►. THE CON- TRACTOR SHALL AT THE DIRECTION OF THE ENGINEER, SALVAGE ALL VALVES AND FITTINGS WITHIN THE EXISTING CONCRETE SIPHON STRUCTURES AND DELIVER THEM TO METRO'S RENTON TREATMENT PLANT. 9. THE CONTRACTOR SHALL RESTORE ALL EXISTING DRAINAGE PIPES AND STRUCTURES WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION OPERATIONS. O=AS CONSTRUCTED NOTES t. $TA. 4 +78, PrPr CENTERLINE 0.7' LEFT OF PLAIN CrMIERLINE 2. MANHOLE R10 -34, 0.4• RIGHT OF PLAN CENTERLINE 3. MANHOLE R10 -35, 1.0' RIGHT OF PLAN CENTERLINE 4. [MANHOLE R10 -36, 0.71 LEFT OF PLAN CENTERLINE S. MANHOLE R10 -37, ON PLAN CENTERLINE S. STA. 19+74, PIPE CENTERLINE 0.6' RIGHT OF' PLAIT CENTE'RLtIm T. I4ANHOLE RI0-38, 0.2' RIGHT OF PLAN CENTERLINE S. MANHOLE R10 -39, 0.1' RIGHT OF PLAN CENTERLINE 96 STA. 28 +25 AND ST,A. 28 +37, EXCESSIVE JOINT PULL.SEE JOINT REPAIR DETAILS DRAWING 5A 10, 1 ANIIOLE R10 -40, 0.4- RIGHT OF PLAN CENTERLINE 9L0 C,K AS )?EAD• TO PREVENT FLOATING ,DURING GROUTING CONriNUOU5- 4 GREASED SKIDS CREOso rED D. F TUNNELED SECTION NO SCALE Ours /DE EC TED ER PIPE SHALL 70TH WALL PIPF- CASING PIPE OR L/iVER PLATE LINER PLATE 40. RCA' O.D.+ /O "MIN FILL VOID W /GROUT AFTF_Q PIPE HAS BEEN PLACEU y y fn_ STE16 4 /P "ALL AROUND �o n i /2 ii ACE RCP 40 4 CD /?'' NOTE= THE LENGTH Of TNT FIELD CLOSURE SEC rIOM t sHA L L NDT EXCEED i` NORMAL /V /P4 L EA/G TH, CLOSURE DETAIL NO SCALE NOT USED THIS CONTRACT O-O.O/ MIN AREA STL- I. D P, T GRAGK __ PER L /N. F T GARS �i4 �� BAPS �B�` 3& 12 G11i'MIN -1 3930 0.22 ° 0.30 4:2#1 14 AS NO TED AS rM C76 TYPICAL PIPE SECTION AND JOINT SHEAR TEST NO SCALE BARS 'A "C /RC(/I,AR CAGF_ WIMIN.I'IC -L. COVER BARS "B "CIRGULA,Q CAGE -4 SPECIAL CONSTRUCTION NOTES 116 UNLESS OTHERWISE SHOWN ALL MANHOLE STUBS SHALL' BE CONSTRUCTED WITH PIPE CROWNS MATCHING THE CROWN OF THE TRUNK SEWER. 2. THE CONTRACTOR SHALL CONTACT THE C I T'Y OF SEATTLE, WATER DEPART- MENT, BEFORE CONSTRUCTING THE SEWER ACROSS THE CITY OF SEATTLE 36" WATER TRANSMISSION LINE. 3. AT MANHOLE R10 -35 THE EX I ST D I TCH SHALL BE RESTORED AS D I RECTED BY THE ENGINEER AND THE TOP REDUCING CONE OF THE MANHOLE SHALL - BE ROTATED TO THE: NORTH TO CLEAR THE DITCH 4. THE CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF TEN FEET BETWEEN THE TREE TRUNKS AND THE EDGE OF THE JACKING PIT AT MANHOLE R10 -36. 5. THE CONTRACTOR SHALL NOTIFY PACIFIC NORTHWEST BELL AND EXPOSE THE TELEPHONE CABLES IN THE VICINITY OF STATION 13 +50 PRIOR TO CONSTRUCTING THE JACKING PIT 6. THE CONTRACTOR SHALL REMOVE PORTIONS OF ABANDONED CONCRETE ABUTMENT AT APPROXIMATE STA. 24 +00 AS REQUIRED FOR CONSTRUCT TION OPERATIONS„ 7. SEE SPECIAL CONSTRUCTION REQUIREMENTS FOR MAPLEWOOD GOLF AND COUNTRY CLUB IN SPECIFICATIONS SECTION Cl. 8. FOR REROUTING AND SUBSEQUENT CONNECTION OF EXISTING 8" FORCE MAIN SEE SPECIFICATIONS SEC. C -1 AND SEC. C -3.013 l4►. THE CON- TRACTOR SHALL AT THE DIRECTION OF THE ENGINEER, SALVAGE ALL VALVES AND FITTINGS WITHIN THE EXISTING CONCRETE SIPHON STRUCTURES AND DELIVER THEM TO METRO'S RENTON TREATMENT PLANT. 9. THE CONTRACTOR SHALL RESTORE ALL EXISTING DRAINAGE PIPES AND STRUCTURES WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION OPERATIONS. O=AS CONSTRUCTED NOTES t. $TA. 4 +78, PrPr CENTERLINE 0.7' LEFT OF PLAIN CrMIERLINE 2. MANHOLE R10 -34, 0.4• RIGHT OF PLAN CENTERLINE 3. MANHOLE R10 -35, 1.0' RIGHT OF PLAN CENTERLINE 4. [MANHOLE R10 -36, 0.71 LEFT OF PLAN CENTERLINE S. MANHOLE R10 -37, ON PLAN CENTERLINE S. STA. 19+74, PIPE CENTERLINE 0.6' RIGHT OF' PLAIT CENTE'RLtIm T. I4ANHOLE RI0-38, 0.2' RIGHT OF PLAN CENTERLINE S. MANHOLE R10 -39, 0.1' RIGHT OF PLAN CENTERLINE 96 STA. 28 +25 AND ST,A. 28 +37, EXCESSIVE JOINT PULL.SEE JOINT REPAIR DETAILS DRAWING 5A 10, 1 ANIIOLE R10 -40, 0.4- RIGHT OF PLAN CENTERLINE 9L0 C,K AS )?EAD• TO PREVENT FLOATING ,DURING GROUTING CONriNUOU5- 4 GREASED SKIDS CREOso rED D. F TUNNELED SECTION NO SCALE Ours /DE EC TED ER PIPE SHALL 70TH WALL PIPF- CASING PIPE OR L/iVER PLATE LINER PLATE 40. RCA' O.D.+ /O "MIN FILL VOID W /GROUT AFTF_Q PIPE HAS BEEN PLACEU y y fn_ STE16 4 /P "ALL AROUND �o n i /2 ii ACE RCP 40 4 CD /?'' NOTE= THE LENGTH Of TNT FIELD CLOSURE SEC rIOM t sHA L L NDT EXCEED i` NORMAL /V /P4 L EA/G TH, CLOSURE DETAIL NO SCALE NOT USED THIS CONTRACT 0 o� (o METRO STD. LOCK /NO FRAME 8 COVER — CROWN ELEVS. TO GRADE BE EQUAL MORTAR EXCEPT AS NOTED TYP. LATERAL _ CONC. ADJUST /NG f ONNECT /ON BLOCKS SEE FORM RECESS TO NOTE 6 MATCH PRECAST �u 4' -0 D/A . of r �O �O , vo ' MORTAR O SLOPE I "INI2" 5 "MIN Lai .I r•: I'; Q T, I `_ - ,. PRECAST CONC. BASE 5� 4 77AT M, (OPTIONAL) JOIN DETAIL A ACCEPTABLE ci) �. .4t • t : • . - CONNECT /ON BASE - SECTION TYPICAL BELL TYPICAL RUBBER CAST FOR FLEXIBLE GASKET JOINT. JO /NT. I 1 I8 "MAX.(TYPALL TOP HALF OF PIPE TO B I I CONNS.) REMOVED TO CONTOUR I I TYPICAL LATERAL _ OF INSIDE OF M.H. BROKEN 1 1 CONNECTION —� EDGE$ TO BE PLASTER- ED SMOOTH WITH — — — — MORTAR. TYPICAL OF ALL MANh�VLES ' W BELLS SHALL BE CAST INTO PRE- CAST MANHOLE - - BASE BY MANHOLE FOR AN ACCEPTABLE FLEX /BLE JOIN i MANUFACTURER __v_ - _ ALTERNATE, SEE DETAIL BELOW. STANDARD TYPE A PRECAST MANHOLE 8" TO 21" (INCLUSIVE) FINISH GRADE ICJ BASE- PLAN TYPICAL CONNECTION DETAIL GROOVE FOR 48' M.H- SECTION-\ /_ PIPE MORTARED INTO w--L11 BARREL OF M.H. 1_ W 1 J \ PLACE APPROVED PLUG Q FOR FUTURE PIPE MORTAR DAM INVERT TO SPRING LINE 2 "THICK _ 8 "THICK SLAB W/RE/NF. PLACED 2 "CLEAR OF BOTTOM FACE —, POUR CONC- TO 6 "MIN. CONC. o I j .: COMPACTED FILL COVER �. :-; ...=� : OR ORIGINAL GND. Ind i � �• •! F CROWN ELEVS TO BE EQUAL I i : _ : 6 "MIN. COVER 1 _ DROP PIPING TO BE SAME SIZE AS INTERCEPTED SEWER - PIPE MORTARED INTO BARREL OF M H. p 0A) s ` METRO STD. LOCKING FRAME 8 COVER CONC. ADJUSTING BLOCKS SEE NOTE 6 PRECAST . SLAB PRECAST CONC BASE (OPTIONAL) STANDARD TYPE B PRECAST MANHOLE sPiGOr LENGTH t 2 24" TO 48" (INCLUSIVE) _ (6 "M /N) -CLEAR - WALL OF MH. SIN Y4 MIN. SIZED STL JOINT SLEEVE 5/8 "0 BARS 3/6:. 2 4 131 IVWF FASTENED TO I6- STANDARD DROP CONNECTION 72" TO 48" REDUCING SLAB 2" TYP NOTES --36" WATER MAIN CROSSING 1. A MINIMUM OF DAYS CURING TIME SHALL BE REQUIRED PRIOR TO BACKFILL -� 2. THE CONTRACTOR SHALL PROVIDE APPROVED EXCAVATION SAFEGUARDS DURING CURING PERIOD 3. THE SPECIAL CROSSING SHALL EXTEND FULLWIDTH OF TRENCH 4. NO LOADS SHALL BE PLACED UPON CITY OF SEATTLE CONDUIT AND THE 42" SEWER PIPE SHALL BE EX 15T1N6 INDEPENDENTLY SUPPORTED DURING CURING PERIOD MANHOLE /000 PS/ CO NC. i -- - - /2- - i ,BREAK 01/r E)' /ST BEDDING C TYP) /O_ ' - 6 I 36" S TUB /NS TALL 1 42" RCP 1 4Z" /. 0- 5741B AND _- i FLEX /BLE BACKF /LL COSAIION + ; RECIYANNEL � 4* -6a DENS /TY STYROFOAM 7 1 - -- — — — -- - - - - -- — -a FORMED SURFACE (TYP) TYPICAL STUB INE LOCATION MATCH EX /STING 48 "CASINC7 1 1 PLACE 3000 PS/ CONC. CROWN W/ Tf- /,E C /TY OF SEATTLE ' TRUNK ,SEWER 36'' WA 77,5,f MA /N �, ON UND /STUBBED OR COMPACTED MATER /AL WITH 48" CASING PLUG SLEEW AT PLANT CEMENT MORTAR PLACED IN FIELD ASPHALT ✓O /NT FILLER PIPE RUBBER GASKET TYPICAL FLEXIBLE JOINT DETAIL "A11 8 "THICK 5 .L A 8 W /RE /NF PLACED 2 CLEAR OF BOTTOM FACE— 5 BARS 72” TO 28" REDUCING SLAB PRECAST CONE OR VERTICAL SECTION FULL MORTAR ✓O /NT VERT /CAL SECTION EX /STING PA VEMENT CITY OF SEATTLE 36" WATER MAIN CROSSING NO SCALE 8' Ml N. o h Q ' �v p ku 3" OF APPROVED •414" M/NIIS R v CRUSHED ROCK - SPREAD, SHAPE & COMPACT A S PER h APPL /CABLE FafrlON OF w Z' MIN WAS'�l- SPEC. SEC. 24 SUBSEQUENT BACKF /LL SLOPE TO DRA IN (M /N) �, TO RESTORED DITCH SECTION REFER TO DW65-4 45 � TRENCH vo I A RE SHOULDER RESTORATION a NO SCALE NOTES: 6"T YP I ELIMINATE 2 "x 4' PRECAST CONE SECTION ON TYPE A 8 B MANHOLES LESS THAN I / ' DEEP TO CROWN OF SEWER. BEFORE REDUCING 7 FOOT DEPTH OF 4' OR 6' CIRCULAR MANHOLE SECTIONS, USE - REDUCING SLAB FOR SUPPORTING ADJUSTING BLOCKS. 2 MANHOLE STEPS ARE NOT REOU /RED. 3 PRECAST VERTICAL SECTIONS SHALL CONFORM rO A- S.T.M. DES /GNAT /ON C76 OR CPAW 102. CONTRACTOR TO SUBMIT DESIGN DRAWINGS FOR APPROVAL. 2 "TYP. 4 ALL JOINTS, EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED. 5 ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FLEX /BLE 40 BARS JOINTS PER TYPICAL DETAIL. LOCATE ECCENTRIC MANHOLE GONE SO THAT CENTER OF FRAME Z Z W � r� m 18' MA X . STA. 74.00 T9 STA. /2-.-85' IN 15-'- AA_ X - -- -- —. v STA . l* 65 rO STA. 26 400 J h O -SIDE SLOPES TO SUET GoNrRA +. TORS V,5Y,4LL SEgUEN T BACKF/L L OPE=RATION BE CIA SS -M ORII AS ED, EXCEPT THAl TYPE ''C" MATERIAL MAY BE SUBSTITUTED FOR TYPE "B" WHERE SPECIFIED COMPACT /ON CAN 8E ACHIEVED CL -0 INITIAL BACeo L LIEW OO PSI CONCRETE BEODI A/G iYI /N. TYPICAL T RE NCH SECTION NO SCALE AND COVER 15 OI/ER t OF MANHOLE GNANNEL UNLESS OTNERWISE AS CONSTRUCTED %07 D/R fGTE D, DATE :5 - 6:> 48" TO 2 6" REDUCING SLAB DOT E DESIpNED:RLH JH MUNICIPALITY OF METRO POLITAN SEATTLE JUNE 1968 DRAWN: ES CEDAR RIVER TRUNK-SECTION 3 FILE NO. R 502 - I REC MMENDED: CON TRACT N0. M s —ss SANITARY SEWER MANHOLES OR.WiN °N°S 3 Ho REVISION DATE A E „a;,.;.��,;Cfe� . CONSTRUCTION NOTES AND DETAILS SHEET t3 of 6 t 'r�ffmjwfflri�. 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L,Fp ate ,.: , • ' '� Tt� E N C H `SECTION —WATER P1 P h sr: i. n't' , "` Ii' • , � • - \ ; � ' r • r .' ` ri �,. "at � L "r ' !n) t } r . ' • � r, • t, ..• 1 ? r' r NO SCALEt , '• {,, v , ti +' � r - , ' _ ,� t •`,$ ` t ,�t'� 'Y A � •,�, • ; � , ap, ., ` it t, ° S r T� Jr S w . � tt :1 a,� , • •� ;� _ T .G�c � �rp� , a . ' , •5 , ` ` . J - _ , 1 ♦ `r, , - a � _ ' f - • , r , , +. , ' n ,)�` {` '_ �, r ., / ' •' Y � •Ilir ( �/ I ! �I I �w•'r r - , 1 (•' tl r r� `• `,} ttr �' , r , • > ,,, , , r • r' _ .' ,.,' r , h V ri' .. ' _ a ' • ,� + .' T, /, '� ) , _ r, ^ , ', •,,,r ' t " ► ,, 't ,+ - T � r "l ,'._ t ,r''S' , >!�( ' �i ' ` + r ! , _ i�'cN ` 1 ' ..rt,• I `-» . p • � 2 r .. -fir s . .. ,a v `e'- ?• f, ''�; 7 rrr� r '19 r a ` r, (. s ,'Tat •1 ,�, '�, , � r +' 1j, ,r i' t ' r ,r , t 1 v � s , D k }' a �•. r rf l' _ ) G 1 _ ft!%'�', 'Y'.' _r , •: J 'r 1r ':'�a. rt� +` 3 . 1 t�%' t 1.' .( » °�9R.a °l,�ic`�ti�'..- y` sJ , Yr r - ,t ` t , , s Ar • _r -' 1,.Ln . ' r • ' i . <,.` ' r r T ,i,• ., r . t , ,> , r , , ,• a` , •'t , , ` f ', >, t, {` 1 i�'•l, °' >•�, r „ - . - . , +., -,Y t � • 'f• " : �• r #A r/VE RIVER 50a700 a. � t �• �) ' r ��Na ____ y . • > , t �A�� tb�r�`` - ` �� t ° _ � _ '' � �- y ° - + • y�) /� � \,(, ]/•1. /y'y i;{ _ ,1: r 1,' , �) r 4• .+ ,. v � 'Q. ¢'•i •�c; ,,, _ �'s' >,.n�• q,�•i >' •I ! ' i' l - •, 'r" • '} , t , , ' {z i• V• VI✓ �� } , , t,• , • ) , , r _ , , , .'+ Ic • �' ti. ",,y� 4v }` r di�r Jv: r >. //�, /�• of trER1AL �I js _ k, ` _ r r. ,i ` -4'i 4+ - Y i• ''� "• �" ../ ��J�[ (� � ' I' � / ` r / t l 'r ' , '•1 t' 7 •.1• / 1r. - x ''r N . -- < f` , -! f _ i 1 1 � r , a d r K ,/ /t�(rj� /a'+�)R Y � „)' t' ' r ( J r, , , ) • - . , - c r . i r M , a rA -, t t . b ' V ' • ar `J Y ` -7V� „• r1U , 4 • _ it < ^.'�i i�.` _. ' r •">; ` • r ,, ' r . - '} fi' ' , y' r . ) s{�� , .ti ny; ! � d t "tz ,`f, t +' 'r• 'Y '.t ,� `r-, :• 0 ;� �^• • - +A r�'` �� r t � �,1 r +jr , �� ' . ° r` i - . ir' >r �: r tyA r, •r.:.,�, . = }i'• u ` r +) 1 / ,. , <. i!£I v o r rL, �,,, ' .. a 'rs ,, rt s � • \ u rr i - r . � t • r frJ r'r � ' I U COhNECTiONS TO EXiSTING�iA �' Lf ItR S 9HALL' �� ► ♦ , -' +` '` r I"' f . -' r t• » S t•� a r tY• +, r r ` l r , .>s �"7;t, n'•.^' r i - *r , , , ,, r ,. , . -c' f �'�+_• R- � •4'� ` „ ,- �'�.4 r S" S, r rr .A •',1 •1, •} � r r 1 r , _r - • t-O -..-r , �.' �:�,+ r,. �: Rrr .:, "+ ; •7 .: :r " "BE DONE BY CITY OF RENTON AT THE CONTRACTORS �'. �, `-' �,, '�`�, , . ,�,;,;,f•.- __...�� 1S`.wr ;-_;� r •r , :�) , `u, ' 1. :>�, , `p' :�' BLOW — OFF -ASSEM BLY %r,. r) r.', F,y P< R` ,t'tA- �� , _ ,{I rl \rar, � ✓ � t ��• [ r1 D� ilV /1 V ` z�t�A r. 7w�'+�k� �'`tr ,.y,, a�• + v.�` +r �7 ,, 1 },, f f . J. {• , r F 'rf - , Rr 'rit r .�'•» •EXPENSE. a i v o� y NO SCALE 2 X6' T'YP I OF, `y;.f. .• °r -� �': � r <� QUARRY SPr4LLS'', {'THICK �i�LL� a - '�� ,`', , r • 1�,�' ' ., - < ,r ,, � �.t G' �`'f'O , » k CHA,MIBER R/NG F. COVER BARKED wG4ER INSTALLED OPPOSITE, ? «a . , ., �,3 H < , r ,� " - `. VALVE MARKERS SHALL BE NS ALLED t r r �. � a �.q e - m a °g I � ��1 ,, ��"� -EACH VALVE THE DISTANCE FR0��1 MARKER TO ,�. • s� �� a +7 p (a s �° 4 , Q`° d .�'O -gyp V r . d � "-�,, , . •;; :�.' � c ' � fir. t�rl� t� • , � ,r � t�± y� .r - � VALVE SHALL BE SHOWN THEREON W I T H PAINTED' i r + t ` } t •Q � 'e °n .��° •- :'�, '' d�;, �► t ''FIGURES NOT LESS THAN ONE -HALF INCH IN t• .. r s,' 'T° +.• ;« •'a` *r ` . , t r �gxZ6"`RFDUCIN6 SLAB HEIGHT. r ti t , , • �� M. +per li�G +it.• —r+.�� r rl�.�• �� ;�rr.�..t a>Ar �i ° .�,./ri• +� �� • T• 1� .� >r 15' r'>• , 1'3 , ,. - . `I' ' >� r 1 ' r • r . r , - i• 4 " r . r ` r 1 ( j ' ` +�� /yy{,r`�`♦ / y� • - A O J • - 1.�.. �_ ',,([`(i ♦� /yA� J" ��f . /�,ri�- ,/�,.. /� /y�C� _ �,y '7 /• /Ca�-� /7� }��j�[j y�}� • .i t., J .1 / i-. ��i 1 .� -' Y' •t •�(y� •' - •• , ,. R • , r ' t , ' „t r i-• _7 ' - "•.> . r !r``\�( ` T /' \K / / ^' /� / />\y /r ^'� /r %f ^``Y /!'sv't�� \t' /'r\w`�(' -y \�.� a,. '1; } kD(•, t�'.,�',, > {' } >f {;rr , 7 •l "�1 - � '- �� Q %� Z#P64TJe fi4L i%E `' ' 3.' -, CONTRACTOR 'SHALL PROV iDE A LUSH iON OF 4 EBS,. �V 4.1,�J/ t ,k �" • r, r' i.' '1, i f ',•, 'r, • -Ir'' < • r ' £ -, ro ' O 4 f ' CdO .JE37f ,j 43 Pl�'CST r • , �' , �ftN SEE SPECS.), ' = "° :t, �/ _ ;VAAIROEE SC r10# � � + TO 6 LBS♦ DENSITY STYROFOAM WHERE WATER LiNE y• r, 4 �'' < r CROSSES SEWER PIPE OR UTILITY WITH LIMITED r s ,r ' \t -;� r, i r y: ` Y ` +'1 .. ,`'` ;- , r - �! ` _ .,..t`. r� • ,•, _ ��' ,.. "-t`' < r ,1 i ? y- ,;.- - CLEAI!/ pl�T .:��/ r �J Q r ; �? r . " ' IZ'£Cf >ATFR �Yt�tlN' +�� ` '- r •- ; ;`,��.�', CLEARANCE (STA. 0+00 f 5 +95 ETC.) • + '` ;:u �i'• �. r', n �» r ' .'J r,a , .,r ') r - _ rr; '� ..r _ j,- _ ,/ •',+ .. ,r s. f• rt r . /.(j y �/�/''� -Y -IY/��y(fp'�J /' ri j r ' • ; /t� `YftW ( +"'�. ,L „may, atiAl r't '►•v �I •k r I �IIR �> )4 ' :r+ % fi °• . ' • , ' °� '`. • ", �,�, RIVER' Cf�OSSI NG DET�►t LS' "` f ''t :f ` ..` _ � - ' ' .; ~ "' • r - "s. 1d,r CONS1'RUCT�ON SfIALLMEETAPWA StANDARBS t , - n t, • r a ' T r r s/ , 4 r ` , " a ,, i y , •' ' EXCEPT AS r, +- �•-t< ;• 2 •• r •�° r�' a � r NO SCALE "• r. y =.r � g - 8,4C aft ; 41 , t' "'f ` 1 , / � 1 1' t t �',' r -% > '7�` S,:'1 = n,. tl, r' r , r i ' r r • � ; , - r *. •r ,'a y,rt� ',� ,r , f. J y t, - , 'Y- ,'f 'v. .•f• -et p�v,l ' rf. r ix" t - , - �. f r_ ' � , r ' r!f ti - ' - r ) - . r *. ' 7 a e F _ • + r L Z 1� "r �• , A 1 1 , 5' < 'a ,, - , - t _ r " r �j F t _ r // tY , - r ., _ • , •.. r ,a a • r , , r `1 j,. r' i yi F `/. ^� 1 i. 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L,Fp ate ,.: , • ' '� Tt� E N C H `SECTION —WATER P1 P h sr: i. n't' , "` Ii' • , � • - \ ; � ' r • r .' ` ri �,. "at � L "r ' !n) t } r . ' • � r, • t, ..• 1 ? r' r NO SCALEt , '• {,, v , ti +' � r - , ' _ ,� t •`,$ ` t ,�t'� 'Y A � •,�, • ; � , ap, ., ` it t, ° S r T� Jr S w . � tt :1 a,� , • •� ;� _ T .G�c � �rp� , a . ' , •5 , ` ` . J - _ , 1 ♦ `r, , - a � _ ' f - • , r , , +. , ' n ,)�` {` '_ �, r ., / ' •' Y � •Ilir ( �/ I ! �I I �w•'r r - , 1 (•' tl r r� `• `,} ttr �' , r , • > ,,, , , r • r' _ .' ,.,' r , h V ri' .. ' _ a ' • ,� + .' T, /, '� ) , _ r, ^ , ', •,,,r ' t " ► ,, 't ,+ - T � r "l ,'._ t ,r''S' , >!�( ' �i ' ` + r ! , _ i�'cN ` 1 ' ..rt,• I `-» . p • � 2 r .. -fir s . .. ,a v `e'- ?• f, ''�; 7 rrr� r '19 r a ` r, (. s ,'Tat •1 ,�, '�, , � r +' 1j, ,r i' t ' r ,r , t 1 v � s , D k }' a �•. r rf l' _ ) G 1 _ ft!%'�', 'Y'.' _r , •: J 'r 1r ':'�a. rt� +` 3 . 1 t�%' t 1.' .( » °�9R.a °l,�ic`�ti�'..- y` sJ , Yr r - ,t ` t , , s Ar • _r -' 1,.Ln . ' r • ' i . <,.` ' r r T ,i,• ., r . t , ,> , r , , ,• a` , •'t , , ` f ', >, t, {` 1 i�'•l, °' >•�, r „ - . - . , +., -,Y t � • 'f• " : �• r #A r/VE RIVER 50a700 a. � t �• �) ' r ��Na ____ y . • > , t �A�� tb�r�`` - ` �� t ° _ � _ '' � �- y ° - + • y�) /� � \,(, ]/•1. /y'y i;{ _ ,1: r 1,' , �) r 4• .+ ,. v � 'Q. ¢'•i •�c; ,,, _ �'s' >,.n�• q,�•i >' •I ! ' i' l - •, 'r" • '} , t , , ' {z i• V• VI✓ �� } , , t,• , • ) , , r _ , , , .'+ Ic • �' ti. ",,y� 4v }` r di�r Jv: r >. //�, /�• of trER1AL �I js _ k, ` _ r r. ,i ` -4'i 4+ - Y i• ''� "• �" ../ ��J�[ (� � ' I' � / ` r / t l 'r ' , '•1 t' 7 •.1• / 1r. - x ''r N . -- < f` , -! f _ i 1 1 � r , a d r K ,/ /t�(rj� /a'+�)R Y � „)' t' ' r ( J r, , , ) • - . , - c r . i r M , a rA -, t t . b ' V ' • ar `J Y ` -7V� „• r1U , 4 • _ it < ^.'�i i�.` _. ' r •">; ` • r ,, ' r . - '} fi' ' , y' r . ) s{�� , .ti ny; ! � d t "tz ,`f, t +' 'r• 'Y '.t ,� `r-, :• 0 ;� �^• • - +A r�'` �� r t � �,1 r +jr , �� ' . ° r` i - . ir' >r �: r tyA r, •r.:.,�, . = }i'• u ` r +) 1 / ,. , <. i!£I v o r rL, �,,, ' .. a 'rs ,, rt s � • \ u rr i - r . � t • r frJ r'r � ' I U COhNECTiONS TO EXiSTING�iA �' Lf ItR S 9HALL' �� ► ♦ , -' +` '` r I"' f . -' r t• » S t•� a r tY• +, r r ` l r , .>s �"7;t, n'•.^' r i - *r , , , ,, r ,. , . -c' f �'�+_• R- � •4'� ` „ ,- �'�.4 r S" S, r rr .A •',1 •1, •} � r r 1 r , _r - • t-O -..-r , �.' �:�,+ r,. �: Rrr .:, "+ ; •7 .: :r " "BE DONE BY CITY OF RENTON AT THE CONTRACTORS �'. �, `-' �,, '�`�, , . ,�,;,;,f•.- __...�� 1S`.wr ;-_;� r •r , :�) , `u, ' 1. :>�, , `p' :�' BLOW — OFF -ASSEM BLY %r,. r) r.', F,y P< R` ,t'tA- �� , _ ,{I rl \rar, � ✓ � t ��• [ r1 D� ilV /1 V ` z�t�A r. 7w�'+�k� �'`tr ,.y,, a�• + v.�` +r �7 ,, 1 },, f f . J. {• , r F 'rf - , Rr 'rit r .�'•» •EXPENSE. a i v o� y NO SCALE 2 X6' T'YP I OF, `y;.f. .• °r -� �': � r <� QUARRY SPr4LLS'', {'THICK �i�LL� a - '�� ,`', , r • 1�,�' ' ., - < ,r ,, � �.t G' �`'f'O , » k CHA,MIBER R/NG F. COVER BARKED wG4ER INSTALLED OPPOSITE, ? «a . , ., �,3 H < , r ,� " - `. VALVE MARKERS SHALL BE NS ALLED t r r �. � a �.q e - m a °g I � ��1 ,, ��"� -EACH VALVE THE DISTANCE FR0��1 MARKER TO ,�. • s� �� a +7 p (a s �° 4 , Q`° d .�'O -gyp V r . d � "-�,, , . •;; :�.' � c ' � fir. t�rl� t� • , � ,r � t�± y� .r - � VALVE SHALL BE SHOWN THEREON W I T H PAINTED' i r + t ` } t •Q � 'e °n .��° •- :'�, '' d�;, �► t ''FIGURES NOT LESS THAN ONE -HALF INCH IN t• .. r s,' 'T° +.• ;« •'a` *r ` . , t r �gxZ6"`RFDUCIN6 SLAB HEIGHT. r ti t , , • �� M. +per li�G +it.• —r+.�� r rl�.�• �� ;�rr.�..t a>Ar �i ° .�,./ri• +� �� • T• 1� .� >r 15' r'>• , 1'3 , ,. - . `I' ' >� r 1 ' r • r . r , - i• 4 " r . r ` r 1 ( j ' ` +�� /yy{,r`�`♦ / y� • - A O J • - 1.�.. �_ ',,([`(i ♦� /yA� J" ��f . /�,ri�- ,/�,.. /� /y�C� _ �,y '7 /• /Ca�-� /7� }��j�[j y�}� • .i t., J .1 / i-. ��i 1 .� -' Y' •t •�(y� •' - •• , ,. R • , r ' t , ' „t r i-• _7 ' - "•.> . r !r``\�( ` T /' \K / / ^' /� / />\y /r ^'� /r %f ^``Y /!'sv't�� \t' /'r\w`�(' -y \�.� a,. '1; } kD(•, t�'.,�',, > {' } >f {;rr , 7 •l "�1 - � '- �� Q %� Z#P64TJe fi4L i%E `' ' 3.' -, CONTRACTOR 'SHALL PROV iDE A LUSH iON OF 4 EBS,. �V 4.1,�J/ t ,k �" • r, r' i.' '1, i f ',•, 'r, • -Ir'' < • r ' £ -, ro ' O 4 f ' CdO .JE37f ,j 43 Pl�'CST r • , �' , �ftN SEE SPECS.), ' = "° :t, �/ _ ;VAAIROEE SC r10# � � + TO 6 LBS♦ DENSITY STYROFOAM WHERE WATER LiNE y• r, 4 �'' < r CROSSES SEWER PIPE OR UTILITY WITH LIMITED r s ,r ' \t -;� r, i r y: ` Y ` +'1 .. ,`'` ;- , r - �! ` _ .,..t`. r� • ,•, _ ��' ,.. "-t`' < r ,1 i ? y- ,;.- - CLEAI!/ pl�T .:��/ r �J Q r ; �? r . " ' IZ'£Cf >ATFR �Yt�tlN' +�� ` '- r •- ; ;`,��.�', CLEARANCE (STA. 0+00 f 5 +95 ETC.) • + '` ;:u �i'• �. r', n �» r ' .'J r,a , .,r ') r - _ rr; '� ..r _ j,- _ ,/ •',+ .. ,r s. f• rt r . /.(j y �/�/''� -Y -IY/��y(fp'�J /' ri j r ' • ; /t� `YftW ( +"'�. ,L „may, atiAl r't '►•v �I •k r I �IIR �> )4 ' :r+ % fi °• . ' • , ' °� '`. • ", �,�, RIVER' Cf�OSSI NG DET�►t LS' "` f ''t :f ` ..` _ � - ' ' .; ~ "' • r - "s. 1d,r CONS1'RUCT�ON SfIALLMEETAPWA StANDARBS t , - n t, • r a ' T r r s/ , 4 r ` , " a ,, i y , •' ' EXCEPT AS r, +- �•-t< ;• 2 •• r •�° r�' a � r NO SCALE "• r. y =.r � g - 8,4C aft ; 41 , t' "'f ` 1 , / � 1 1' t t �',' r -% > '7�` S,:'1 = n,. tl, r' r , r i ' r r • � ; , - r *. •r ,'a y,rt� ',� ,r , f. J y t, - , 'Y- ,'f 'v. .•f• -et p�v,l ' rf. r ix" t - , - �. f r_ ' � , r ' r!f ti - ' - r ) - . r *. ' 7 a e F _ • + r L Z 1� "r �• , A 1 1 , 5' < 'a ,, - , - t _ r " r �j F t _ r // tY , - r ., _ • , •.. r ,a a • r , , r `1 j,. r' i yi F `/. ^� 1 i. S &,t :7 • ')i r•` , r '�I,g} t F' ) ; ' "•� 'r, +t' `, v� r � ,. `� ` ` r l t'�I ,�,% r vT w ' f„ Jr ;f. 1. :I r 1 , f � 1••: i•+E4'S'y I= : � r °�`. ,.'t, S'A a' � ) 't" S //�►/.�/17 j • ` < r , r , • - , ,, fr_ r y ., , • �r ', ar t , ' , 'tNi ♦ , a �,' ,y , 'f, ♦•y - r. , , J. 1+ "(, - -r - �• •Y 1 '1J iI !' a ON�. �V�JV /. / , '-{ , ' - r r ' 'r trl •,�r r' t l , , . , yj `��`ly'r^•`' , r •} / ,+-`' rL,i l,t',< "', t Ji , 'ro�f \� \�� ,j t,'b!•.n ', rna Vii, r J ��rcr.? .+ _ ,\ :S t,f �', rr� " -r . {•, `fit`' td� D +•L. �V �/\ ��V • + t , '_ t ' r ', a 'r frYr ., r,, , " J v = :• r , A 1 , �! � t ,i+ 1 �i�` 't, '! r " ,, r -') "t�r_.__:_:S,W- ! r' <•'<r4`»I` � r s: ` t �• "r- , V ';yr' t ?•''� � r r "t �` • r. � e r � / y � 4" r '`gr r ' �• t _ _ , it • •,, r r' a 5't ! _ .. 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't' r 1 � s� f NF" t)'( t , °AND STA. 29+24 MAY BE CLA S IV BELOW THE WATER SU ° r, t,,_., a . _ + .. h,•�(s,t,. �:):�A %' d k .� ..,, BASE-,,. A HAIL BE CLASS V ,, °a, )r' ..l • r r ' CYAA48ER • � �:� �+ � r��` AND ABOVE THEW TER SURF CE S I r > ,,� �'� 2 w , f " F , , r, . ` , y '•r.,'f ,., r' , •`S � . 1 , , S r 11 , Y' �. ! , � J,'Y. • . J- • , Lvr, J t - _ < • ilk' rf1 = �n r r £ i ri r I } , d, r yr i• y, f , " t'- + 4 {�/.`ry7 /. /yu{ �'Lp'j �'(p�[ i : l ' (. t: ,. • r ',,t �r1 \', -, , ,' • la i` L` �vr,r , t-ATERI �� CHAM VE• I', lr ' �y 1`. r a •�0 'jsv i ;'s J,f ±r ��`1 i a\'r,,y •. t - v r '•� • + r { t J, .� rt`t• ` r>' h` `c£ „th �.ffr.1` r�'•1 'v�J rr f OATEN 1�� 1, , /�� ♦�, ,Mlr'� ° `, ,,vr 'r ri1 r: r Y �a 7� � A } '•y° , r � r'. ' .y a i t a' , , r - r • '>;' !� IN 1MUl�t TRE`CH`DxH AT B�iTTOM OF 'E'CAVATI ON y I "(, •� ,, 'r y. • $' - • / ,r` a �\�- �,,, f' •F ,, - r•r: � icra ,y ` tr_ i . : ` Y ,3 !P •'a " , a r II v Fr �, +r ,' �,`n r -1� r .f ' •�' `'�. 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J. {• , r F 'rf - , Rr 'rit r .�'•» •EXPENSE. a i v o� y NO SCALE 2 X6' T'YP I OF, `y;.f. .• °r -� �': � r <� QUARRY SPr4LLS'', {'THICK �i�LL� a - '�� ,`', , r • 1�,�' ' ., - < ,r ,, � �.t G' �`'f'O , » k CHA,MIBER R/NG F. COVER BARKED wG4ER INSTALLED OPPOSITE, ? «a . , ., �,3 H < , r ,� " - `. VALVE MARKERS SHALL BE NS ALLED t r r �. � a �.q e - m a °g I � ��1 ,, ��"� -EACH VALVE THE DISTANCE FR0��1 MARKER TO ,�. • s� �� a +7 p (a s �° 4 , Q`° d .�'O -gyp V r . d � "-�,, , . •;; :�.' � c ' � fir. t�rl� t� • , � ,r � t�± y� .r - � VALVE SHALL BE SHOWN THEREON W I T H PAINTED' i r + t ` } t •Q � 'e °n .��° •- :'�, '' d�;, �► t ''FIGURES NOT LESS THAN ONE -HALF INCH IN t• .. r s,' 'T° +.• ;« •'a` *r ` . , t r �gxZ6"`RFDUCIN6 SLAB HEIGHT. r ti t , , • �� M. +per li�G +it.• —r+.�� r rl�.�• �� ;�rr.�..t a>Ar �i ° .�,./ri• +� �� • T• 1� .� >r 15' r'>• , 1'3 , ,. - . `I' ' >� r 1 ' r • r . r , - i• 4 " r . r ` r 1 ( j ' ` +�� /yy{,r`�`♦ / y� • - A O J • - 1.�.. �_ ',,([`(i ♦� /yA� J" ��f . /�,ri�- ,/�,.. /� /y�C� _ �,y '7 /• /Ca�-� /7� }��j�[j y�}� • .i t., J .1 / i-. ��i 1 .� -' Y' •t •�(y� •' - •• , ,. R • , r ' t , ' „t r i-• _7 ' - "•.> . r !r``\�( ` T /' \K / / ^' /� / />\y /r ^'� /r %f ^``Y /!'sv't�� \t' /'r\w`�(' -y \�.� a,. '1; } kD(•, t�'.,�',, > {' } >f {;rr , 7 •l "�1 - � '- �� Q %� Z#P64TJe fi4L i%E `' ' 3.' -, CONTRACTOR 'SHALL PROV iDE A LUSH iON OF 4 EBS,. �V 4.1,�J/ t ,k �" • r, r' i.' '1, i f ',•, 'r, • -Ir'' < • r ' £ -, ro ' O 4 f ' CdO .JE37f ,j 43 Pl�'CST r • , �' , �ftN SEE SPECS.), ' = "° :t, �/ _ ;VAAIROEE SC r10# � � + TO 6 LBS♦ DENSITY STYROFOAM WHERE WATER LiNE y• r, 4 �'' < r CROSSES SEWER PIPE OR UTILITY WITH LIMITED r s ,r ' \t -;� r, i r y: ` Y ` +'1 .. ,`'` ;- , r - �! ` _ .,..t`. r� • ,•, _ ��' ,.. "-t`' < r ,1 i ? y- ,;.- - CLEAI!/ pl�T .:��/ r �J Q r ; �? r . " ' IZ'£Cf >ATFR �Yt�tlN' +�� ` '- r •- ; ;`,��.�', CLEARANCE (STA. 0+00 f 5 +95 ETC.) • + '` ;:u �i'• �. r', n �» r ' .'J r,a , .,r ') r - _ rr; '� ..r _ j,- _ ,/ •',+ .. ,r s. f• rt r . /.(j y �/�/''� -Y -IY/��y(fp'�J /' ri j r ' • ; /t� `YftW ( +"'�. ,L „may, atiAl r't '►•v �I •k r I �IIR �> )4 ' :r+ % fi °• . ' • , ' °� '`. • ", �,�, RIVER' Cf�OSSI NG DET�►t LS' "` f ''t :f ` ..` _ � - ' ' .; ~ "' • r - "s. 1d,r CONS1'RUCT�ON SfIALLMEETAPWA StANDARBS t , - n t, • r a ' T r r s/ , 4 r ` , " a ,, i y , •' ' EXCEPT AS r, +- �•-t< ;• 2 •• r •�° r�' a � r NO SCALE "• r. y =.r � g - 8,4C aft ; 41 , t' "'f ` 1 , / � 1 1' t t �',' r -% > '7�` S,:'1 = n,. tl, r' r , r i ' r r • � ; , - r *. •r ,'a y,rt� ',� ,r , f. J y t, - , 'Y- ,'f 'v. .•f• -et p�v,l ' rf. r ix" t - , - �. f r_ ' � , r ' r!f ti - ' - r ) - . r *. ' 7 a e F _ • + r L Z 1� "r �• , A 1 1 , 5' < 'a ,, - , - t _ r " r �j F t _ r // tY , - r ., _ • , •.. r ,a a • r , , r `1 j,. r' i yi F `/. ^� 1 i. S &,t :7 • ')i r•` , r '�I,g} t F' ) ; ' "•� 'r, +t' `, v� r � ,. `� ` ` r l t'�I ,�,% r vT w ' f„ Jr ;f. 1. :I r 1 , f � 1••: i•+E4'S'y I= : � r °�`. ,.'t, S'A a' � ) 't" S //�►/.�/17 j • ` < r , r , • - , ,, fr_ r y ., , • �r ', ar t , ' , 'tNi ♦ , a �,' ,y , 'f, ♦•y - r. , , J. 1+ "(, - -r - �• •Y 1 '1J iI !' a ON�. �V�JV /. / , '-{ , ' - r r ' 'r trl •,�r r' t l , , . , yj `��`ly'r^•`' , r •} / ,+-`' rL,i l,t',< "', t Ji , 'ro�f \� \�� ,j t,'b!•.n ', rna Vii, r J ��rcr.? .+ _ ,\ :S t,f �', rr� " -r . {•, `fit`' td� D +•L. �V �/\ ��V • + t , '_ t ' r ', a 'r frYr ., r,, , " J v = :• r , A 1 , �! � t ,i+ 1 �i�` 't, '! r " ,, r -') "t�r_.__:_:S,W- ! r' <•'<r4`»I` � r s: ` t �• "r- , V ';yr' t ?•''� � r r "t �` • r. � e r � / y � 4" r '`gr r ' �• t _ _ , it • •,, r r' a 5't ! _ .. 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't' r 1 � s� f NF" t)'( t , °AND STA. 29+24 MAY BE CLA S IV BELOW THE WATER SU ° r, t,,_., a . _ + .. h,•�(s,t,. �:):�A %' d k .� ..,, BASE-,,. A HAIL BE CLASS V ,, °a, )r' ..l • r r ' CYAA48ER • � �:� �+ � r��` AND ABOVE THEW TER SURF CE S I r > ,,� �'� 2 w , f " F , , r, . ` , y '•r.,'f ,., r' , •`S � . 1 , , S r 11 , Y' �. ! , � J,'Y. • . J- • , Lvr, J t - _ < • ilk' rf1 = �n r r £ i ri r I } , d, r yr i• y, f , " t'- + 4 {�/.`ry7 /. /yu{ �'Lp'j �'(p�[ i : l ' (. t: ,. • r ',,t �r1 \', -, , ,' • la i` L` �vr,r , t-ATERI �� CHAM VE• I', lr ' �y 1`. r a •�0 'jsv i ;'s J,f ±r ��`1 i a\'r,,y •. t - v r '•� • + r { t J, .� rt`t• ` r>' h` `c£ „th �.ffr.1` r�'•1 'v�J rr f OATEN 1�� 1, , /�� ♦�, ,Mlr'� ° `, ,,vr 'r ri1 r: r Y �a 7� � A } '•y° , r � r'. ' .y a i t a' , , r - r • '>;' !� IN 1MUl�t TRE`CH`DxH AT B�iTTOM OF 'E'CAVATI ON y I "(, •� ,, 'r y. • $' - • / ,r` a �\�- �,,, f' •F ,, - r•r: � icra ,y ` tr_ i . : ` Y ,3 !P •'a " , a r II v Fr �, +r ,' �,`n r -1� r .f ' •�' `'�. 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', rid. y �- •,' } ; , ... , ,;:f,' ,� , ,-;•. 4n. - _ ` , CEDAR RIVER TRUNK SECTION 3 -Yr y, r r r ,1 : s ' '' t, > r. ' `1r > r .�, , 1 !• r ' I t�,1 t .,., • ,p7 - `" �•• '.•' - '- . T ` t' n I ' r r. ,r •., _ , , • � : _ ., R `-' , . � t` { rr � �t, J. rj• _ •eQ• 'i r . 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( y�• - f� -+y, ' !- ` {{, ''y . t r r • K'. • 5 r � ,r , , - r d ,, r 'ta.'y r.r rrf. ri +r" , 1- "' ,1 -:', tr ( .?��"(t�i�•4' 1 t "!', J'G 9' -,r r7 " "i •/s � � i r ' ''l ,'3 ; }`rt, , . , � � , �':1 '. , � -;: ;`.t -i � , Y �.��,'�;., �.� :.�, -,�� ,�r �' �. ��• � � �ti c`t.�>,`.. ,: .�J:� r ,. / r .�� J. ', r ). �� •r.. .STA. ?7+14 TO 29+24 AND .•f . ;d , . , v , , t - •.k." ` t C , t{ < ,r!' 4 �. rA' r,��'�a.'��;�y �[a i 1 r I ) tr „7 "I , r , ., i- ,• •,r 4i• , �" r. H `� 'rt 11 -,> -.,£r, ,1 .S .', a R i "} a„ '<. /f ',dn'•t ,TTYi,T. 1`ir �1• •7 rR,, }, r' •'rf`!',.y "` �,r Ar a ♦ pR { I S.7i, r ',`` �J ,1r,Q 1 r Jt r ✓' " tt - , 7 `'srJ, - f> r T ♦2'+' !r "fi 1- LjC v , �',t " + } +. r 8 - ' �. •r' <L.G ' a�, •y '� , , „"' < i` "' - N. �/p G•,,yy .2' r �7,` j.. ;j� , y a�'r• '} s< L -j .+`. " >r r: rV .r; 'f [ ,i, `� y pie a Ja ,�, a,r>•' lr,`,� t'• 1'1• -- »F' PvV ' ","y ,( i # fir. 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Y �a 3 � L "id„ �,� ,f `+flr'; _a a_'} t. ,f r ` rriA' /t , ' ,''1- r � r .t �a � yr ) 4r t � .>r r` fr � »icy 'r � .r•." 7 �' r' Y r >a r + " 1 , r � r ^ a f r � , h a ` l �' $: r t r %A'1_' •, r \ � i .1 ' r , r . s r r r - � , ' +, r t . � , 1 .i , L , a n'1 {" • / •' .v r ' I • �rr 'A ' $ , t ° r t, r,{ i r a , G ff c , » •.,,(. '1 , , } r`,1 - !' . -,� £` '! fa t'7 �, .�1. < 1r! ., l "i•,r - • J >.`• ; t., . rr• i,,, d „• t J• (r r .r Y�• t Y,• '+ tr '!, - - , ? _ r.. •It , "f C' .,,�[`, `F t ',v. ) t a •,- 1 .•r;, '.t', , � < - , r ` .,, a � t r r Y, A r'`a -, + , •- _ . , .. rt r _ 'j.v ,l r }, ,l+ it ..b � t . +S • ->• 1 :• \ -rr.fr �.�'. .' try. !'i . 'vY i y'` ,21' 1 r`i •�0.1, :'`.. ,u� f , - r , ..� > - t rtKlt ' C "c,- � 'F'^h 'f •• "v a r, J ! / -`A r r "•L , z > y f.� - - qq - t ' r h r + ' - J r ' 1 { rt a , �( ` • a v t , z - < P t+ s ' , t 'x i +li• ' L r 1 Y t ij s a + a F 1' ♦ + i r, ar 1 , ' F r r 1 , jt t . • 0, t t w r r w « r c �jf aJ iyrr P r r Fr 0' Sa.�ti ,2rta r + t t ! r- ! /� +�{ 1 Y y y W s• • °` • •!,'' ` '� Xl �♦ ,�4. , t z ,\ a far i �i4 4 ,f °' ` . + ° ` ' t f , ' J• ` ♦, ` ' t t ✓ 1� »'� i t,t) ` '~+ `.T z L rY r ;' , b , 4 , r ,, ♦'',t r { » 3 { ' ' , str♦ 'r '` t -��i , .r ! r a, `� ,� / y 1 . + i NOTES 1 ! r w � r, � + � J « r Q� f � i � U , , '� . t �. ,J t i ++ 9 • t � . , � r . 1 , t,� " . _ ? • ✓, . f } f' « /. SUGGESTED SF'QUPN� OF etPERAi7010.S: } t . 2 � � , -r .+ , , , �' ,, � •J �- `, 1 ` ; ",J s , , , ,} 1, t ', . � ~ � , . 4 � ' . , r ' j ' 1 , [ , ` ^ f , ' r , 4. STOP 0.4IiY LEA!<S 9//TH "S/AA PL UG "A/VIJIOJ�'` DrWt)'')&1'E7�'- /ALS AS REQUIRED, F _ , � _ ! � '• � ' `r � fj. 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