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HomeMy WebLinkAboutzS-2291Set9 4 m 2 1 A B C D E F G H `Z `l I N 41H SI - -- UIEER 'PROTECTO -- - - -- - - --- -- - --- �� 4�BbULJb1AR4 _. __ INDEX TO DRAWINGS J 2z � °:oR. eou cL s�oHOGUSOCC. -- r.n - -= -- SHT # DWG # TITLE � II ICJ Q I l 1 1 � zoz CEDAR RIVER TRUNK RELOCATION - PHASE 2 fl] Z ! Z IWI J ' r 1 . G101 VICINITY /LOCATION MAPS AND INDEX TO DRAWINGS J Q �I Q Z ? N �` MARION ST - - -_���- 2. G107_ NOTES, LEGEND AND ABBREVIATIONS �'l " ',vA 520 J IL D I C w C) 0 U f 1Q1 I I L< 3. C101 h. C102 PLAN AND PROFILE STA 0 +00 TO STA 5 +00 PLAN AND PROFILE STA 5 +00 TO STA 10 +40 �W. 1/, �z �\ E'(,� - +; �Q1 - J� ` \ N 3RD ST �r2" CEDAR RIVER TRUNK RELOCATION PHASE 2 -- 5. c1o3 PLAN AND PROFILE STA 10 +aa To STA 16 +00 C 11 �� C103 �� 041 C - -_�/2� '� 6. C104 7. C105 PLAN AND PROFILE STA 16 +00 TO STA 21 +60 PLAN AND PROFILE STA 21 +60 TO STA 26 +20 T ssAC.;A� -. PROJECT Sc9 LOCATION j Q J BROOKS ST �� - -�/ _ - C106 N ` 8. C106 9. C107 PLAN AND PROFILE STA 26 +20 TO STA 28 +00 MANHOLE DETAILS vas -o ee - <Iq,LA ts9, sA\° �� o cunES VAP_ E\ �_ Ld \ ��jp� �_ L\ 10. C108 PIPE CONNECTION DETAILS AND SCHEDULES Li LI LI L-I L1 L \ - - -I�� 11. C109 TRENCH AND PAVING SECTIONS sJCK N 2ND ST ��I \ 2 C110 STANDARD METRO FRAME AND COVER ?ACIFC SHT # DWG # TITLE N. 3 1 . RS201 RD LIVABLE STREET IMPROVEMENTS TYPICAL ROADWAY SECTION VICINITY MAP Ii LJ �\ �� V II PW_3 \,�� �� z. sP201 SITE PREP PAN STA 1 +00 - STA 5+50 INDEX TO DRAWINGS CONTINUED \ \` / (7 i "C" � 3. SP202 SITE PREP PLAN STA 5 +50 - STA 11 +00 SHT # DWG # TITLE I� 4. SP203 SITE PREP PLAN STA 11 +00 - STA 16 +50 \ O I LIBERTY PARK J C q \ �Q \ 5 . SP204 6. SP205 SITE PREP PLAN STA 16 +50 - STA 22 +00 SITE PREP PLAN STA 22 +00 - STA 24 +00 15. CS204 CHANNELIZATION AND SIGNING PLAN STA 16 +50 - STA 22 +00 �CU� PW -90 y9S��F,p 7. PD201 PAVING AND DRAINAGE PLAN AGE 16. CS205 22 +00 - CHANNELIZATION TI24CNODSIGNING PLAN STA Zf Z0I \ \9i CEDAR RIVER PW -8 • PARK \ 8. PD202 STA 1 +00 -STA PAVING AND DRAINAGE PLAN STA 5 +50 - STA 11 +00 17. CS206 SIGN SPECIFICATIONS 18. RP201 ROADWAY PROFILE 19. L1201 IRRIGATION PLAN STA 0 +00 - STA 5 +00 f � ai i �I i - i s PW 1 • �'9J. PW -2 • 9. PD203 PAVING AND DRAINAGE WAGE PLAN STA 11+00 - STA 16+50 20. _1202 IRRIGATION PLAN STA 5 +00 - STA 11 +00 10. PD204 PAVING AND DRAINAGE PLAN STA 16 +50 - STA 22 +00 21. L1203 IRRIGATION PLAN STA 11+00 - STA 16+50 - - - -- - - - --- �/ ` EX 42" CEDAR RIVER TRUNK _______ -.� C� \ 69 / \ 11. PD205 12, CS201 PAVING AND DRAINAGE PLAN STA 22 +00 - STA 24 +00 CHANNELIZATION AND SIGNING PLAN STA 1 +00 - STA 5 +50 22. LI204 IRRIGATION PLAN STA 16 +50 - STA 22 +00 23. L1205 IRRIGATION PLAN STA 22 +00 - 24 +00 / i -� 24. LP201 PLANTING PLAN STA 0 +00 - STA 5 +00 -- -,-�.x 13. CS202 CHAN NELIZATION AND SIGNING PLAN STA 5 +50 - 11 +00 25. LP202 PLANTING PLAN STA 5 +00 - STA 11 +00 200 0 200 400 _�� (1" -200') 600 .� �� E P\ R�p`J / _ _ _ - -� - -- �-,� `, _ _ \ \\ 14. CS203 CHANNELIZATION AND SIGNING PLAN STA 11 +00 - STA 16 +50 26. LP203 PLANTING PLAN STA 11 +00 - STA 16 +50 U 27. LP204 PLANTING PLAN STA 16 +50 - STA 22 +00 011 CEDAR RIVER 1, 1° OR 28. LP205 PLANTING PLAN STA 22 +00 - STA 24 +00 a w \ 29. LD201 DETAILS 0T Px S �� 910 Q z LOCATION MAP 131553 . - � DATE: n: �q M -LT /DJB e� � Y � 1E T R ® JUNE 1994 I® Municipality of Metropolitan Seattle A Built } As Bull l� 7� Drawing ' See original submittal a file copies for d approval ', SCALE 1Dw-WN cH1CLIT DJB' M -LT CEDAR RIVER TRUNK RELOCATION PHASE 2 Y75 AS CONSTRUCTED -- REVISION w�►p - ?7- saJV� DBB APPTD(DATE6' si natures, ❑n g professi 1`� for en ineer's g nal seal ' 96 (RECOMMENDED: -1 NOTED � i � CONTRACT ND: APPROVED: W/M7 -94 VICINITY /LOCATION MAPS DRAWING N0: G101 AND INDEX TO DRAWINGS - Sr+EEr uo: OF _1 No. - -- 1 12 F G s H 5 4 3 7 F F G ABBREVIATIONS I CONSTRUCTION NOTES I GENERAL NOTES I LEGEND C AS:O -IAl CONCRFTE. PF. PLAIN END 1. THE CONTRACTOR SHALT_ FIELD VERIFY ALL EXISTING PIPE SIZES, THEIR LOCATIONS, submittal aid approval signatures, and AND INVERT ELEVATIONS (WITH POT HOLE METHOD), PRIOR TO THE PIPE CONNECTIONS. ARAN ABANDONED PI POINT OF INTFRSFC1ION 96 J RECOMMENDED: NONE 2. THE CONTRACTOR SHALT_ SUPPORT, PROTECT AND KEEP IN SERVICE ALL EXISTING III APARTME N^ PSI POUNDS PER SQUARE INCH UTILITIES DURING THE PIPELINE WORK UNLESS NOTED OTHERWISE, APPROX A'PROXIMAII:- PVC POLYVINYL CHLORIDE 3. EXISTING UTILITY LCCATIONS ARE APPROXIMATE. THE LOCATION OF EXISTING W/M7 -94 UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. CALL A-F. ASPHALT TREATED BASE PW PRODUCTION WELL 48 HOURS BEFORE YOU DIG FOR UTILITY LOCATIONS: 1- 800 - 424 -5555. BLCG BJ',LDING R RIGHT, RADIUS 4. WHEN EXCAVATING IN THE VICINITY OF ANY POWER POLES OR SUPPORTS, THE CONTRACTOR " "ST SUPPORT AND PROTECT ALL POLES OR SUPPORTS WITHOUT BLVD BOULEVARD R/W RIGHT OF WAY UNDERMINING THEIR STABILITY. BNRR BURLINGTON NORTHERN RAILROAD PONT REINFORCED 5. CONTRACTOR SHALL MAINTAIN SIDE SEWER FLOWS DURING CONSTRUCTION, TEST RESTORED SIDE SEWERS BEFORE BACKFILLING, AND PROVIDE MATERIALS AND LABOR C,CONC CONCRETE RCP REINFORCED CONCRETE PIPE TO RELAY SIDE SEWERS TO ELIMINATE CONFLICT WITH THE NEW METRO PIPELINE. SEWERS SHALL BE INSTALLED AT A MINIMUM SLOPE OF 29 AND A MAXIMUM SLOPE CB CATCH BASIN REQ'D REQUIRED OF 509. C1 CAST IRON S SIGN,SLOPE 6. THE CONTRACTOR SHALL PROTECT THE EXISTING TELEPHONE DUCTS, DIRECT BURIED CABLE AND VAULTS FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL CL CENTERLINE,C;.ASS SCH SCHEDULE NOTIFY US WEST COMMUNICATIONS, MR. FRANK FORREST AT 235 -3012, A MINIMUM OF ONE (1) WEEK M ADVANCE OF CONSTRUCTION IN THE VICINITY OF TELEPHONE CDF CONTROL_ BENSII)' FILL SD STORM DRAIN LINES. CO CLEANOUT SEC SECTION 7. PRIOR TO THE PAVEMENT REMOVAL AND TRENCH EXCAVATION, CONTRACTOR SHALL NOTIFY WASHINGTON NATURAL GAS, M5. JEAN FREEMAN AT 224 -2377, FOR THE , CONK CONNECTION SS SANITARY SEWER ENCOUNTERED HIGH PRESSURE PIPES. CONST CONSTRUCTION STA STATION 8. WHERE NEW PIPE CLEARS AN EXISTING UTILITY BY 6 INCHES OR LESS, RIGID STYROFOAM SHALL BE INSERTED BETWEEN TO PROVIDE A CUSHION. CPEP CORRUGATED POLYETHYLENE PIPE STL STEEL 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING STORM AND SANITARY FLOWS DURING CR CRUSHED ROCK T TELEPHONE CONSTRUCTION. DIA DIAMETER TYP TYPICAL 10. ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE RESTORED USING ONLY NEW MATERIALS AND IN ACCORDANCE WITH CURRENT CITY OF RENTON DIP DUCTILE IRON PIPE UG UNDERGROUND (CONDUIT) STANDARD PLANS AND SPECIFICATIONS. WORK SHALL BE PERFORMED IN A MANNER ACCEPTABLE TO THE UTILITY OWNER. E EAST UT UTILTIY BOX 11. ALL EXISTING UTILITIES NOT SHOWN ON THE DRAWINGS WHICH ARE ENCOUNTERED EST EASTSIDE INTERCEPTOR V VALVE DURING CONSTRUCTION SHALL BE PROTECTED EXCEPT WHEN DIRECTED OTHERWISE BY THE ENGINEER. EV ELECTRICAL VAULT VLT VAULr 12. THE CONTRACTOR SHALL VERIFY ALL INACTIVE EXISTING SEWERS AND STORM EW EACH WAY VAR VARIES DRAINS, AND SHALL PLUG AND FILL ABANDONED PIPES PER ENGINEERS APPROVAL. EX EXISTING VER VERTICAL 13. ALL PIPES WHICH ARE SEVERED AND ARE TO BE ABANDONED SHALL BE PLUGGED AND FILLED PER SPECIFICATION SECTION M0360a. FH FIRE HYDRANT VCP VITRIFIED CLAY PIPE 14. THE CONTRACTOR SHALL USE CARE WHEN EXCAVATING ADJACENT TO EXISTING G GAS W WATER MANHOLES, WHICH MUST BE BRACED DURING EXCAVATION. AN OPTION IS TO BALANCE EXCAVATION AROUND THE MANHOLE. FOR THIS OPTION, SURFACE GALV GALVANIZED W/ WITH RESTORATION SHALL. BE FULL PANEL WIDTH OF 10' OUTSIDE THE MANHOLE. ALL COSTS TO BE BORNE BY THE CONTRACTOR. HP HIGH PRESSURE WM WATER METER 15, ALL TREES WITHIN THE CONTRACT LIMITS SHALL BE PROTECTED, RESTORED OR HOR HORIZONTAL XING CROSSING REPLACED PER SPECIFICATION SECTION 01545. IF INVERT ELEVATION 16. THE CONTRACTOR IS REQUIRED TO SUBMIT TRAFFIC CONTROL PLANS TO METRO, FOR CITY OF RENTON TRANSPORTATION DIVISION APPROVAL. THE TRAFFIC CONTROL ID INSIDE DIAMETER PLAN SHALL INCLUDE THE PIPELINE CONSTRUCTION AND PAVEMENT RESTORATION. SEE SPECIFICATION SECTION 01570 FOR RESTRICTIONS. L LEFT 17. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING THE HOURS OF LF LINEAL FEET CONSTRUCTION AS REQUIRED BY THE CITY OF RENTON AND IN A SAFE, PRUDENT OPERATING MANNER. DURING THE HOURS OF NON- CONSTRUCTION, THE CONTRACTOR MAX MAXIMUM SHALL MAINTAIN ALL EXISTING TRAFFIC LANES FOR VEHICULAR TRAFFIC. ALL UNFINISHED WORK SHALL BE LEFT IN A SAFE, NON- HAZARDOUS CONDITION TO THE MJ MECHANICAL JOINT PUBLIC, AND BE IN CONFORMANCE WITH DEPARTMENT OF LABOR AND INDUSTRIES CHAPTER 296 -155 WAG. MIN MINIMUM 18. THE CONTRACTOR SHALL SCHEDULE ALL WORK ACROSS INTERSECTIONS TO ALLOW MIT MANHOLE THROUGH TRAFFIC IN ALL DIRECTIONS DURING PEAK TRAFFIC HOURS. THE PEAK TRAFFIC HOURS A RF_ MONDAY THRU FRIDAY, 6:30 TO 8:30 A.M. AND 3:00 TO N NORTH 5:00 P.M. OC ON CENTER 19. THE CONTRACTOR SHALL COORDINATE HIS WORK THROUGH METRO'S ENGINEER, FOR THE CITY CONTRACTOR WORKING ON PARK AVENUE. CONTACTOR IS CURRENTLY UNDER OD OUTSIDE DIAMETER CONSTRUCTION. P POWER 20. CONTRACTOR SHALL NOTIFY CITY OF RENTON TRANSPORTATION OPERATION OFFICE, BRYSON HUIE AT 277 -6222, A MINIMUM OF 5 DAYS IN ADVANCE OF BEGINNING ANY PCCP PORTLAND CEMENT CONCRETE PAVEMENT WORK AFFECTING, OR IN THE VICINITY OF, TRAFFIC CONTROL SYSTEMS. 21. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE, SETTLEMENT OR UNDERMINING OF STRUCTURE FOUNDATIONS IN THE VICINITY OF CONSTRUCTION. THE PROTECTION MEASURES SHALL BE CONTRACTOR DESIGNED. THE PLAN AND DESIGN SHALL BE PERFORMED BY A LICENSED STATE OF WASHINGTON STRUCTURAL ENGINEER AND BE SUBMITTED TO METRO, PER SECTION 01300, FOR REVIEW. IF METRO DOES NOT APPROVE OF THE CONTRACTOR'S PLAN FOR SUPPORT OF THE EXISTING STRUCTURE, METRO MAY DIRECT THE CONTRACTOR TO TAKE ADDITIONAL MEASURES IN ORDER TO SAFEGUARD THE INTEGRITY OF THE EXISTING STRUCTURE. .. 22. CONTRACTOR SHALL. PROVIDE TEMPORARY PAVEMENT MARKINGS AND CI- IANNELIZATION DISTURBED AND /OR REMOVED DURING CONSTRUCTION. ALL STREET SIGNAGE REMOVED AND /OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED. 1 AS CONSTRUCTED �'i DJB MLT 12 /yt No. p� REVISION BYAPP DI DATE 1. PROJECT DATUM HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM NORTH ZONE (HAD 27). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) 2. THE PROJECT STATION BASELINE IS 5 FEET SOUTH OF AND PARALLEL TO THE CENTER LINE OF NORTH THIRD STREET. THE BEGINNING OF THE BASELINE IS AT THE INTERSECTION POINT OF NORTH THIRD STREET AND THE CENTER OF BURNETT AVENUE NORTH, IT CONTINUES EAST ALONG NORTH THIRD STREET TO INTERSECT WITH FACTORY AVENUE NORTH, THEN TURNS SOUTH AND FOLLOWS ALONG FACTORY AVENUE NORTH TO INTERSECT WITH NORTH BROOKS STREET, THEN TURNS EAST AND FOLLOWS ALONG NORTH BROOKS STREET. THE PROJECT BASELINE ENDS AT THE EAST END OF NORTH BROOKS STREET. 3. OVERHEAD ELECTRICAL SERVICE LINES ARE NOT SHOWN IN THEIR ENTIRETY ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, THROUGHOUT THE CONSTRUCTION SITE, AND SHALL FOLLOW CONSTRUCTION PROCEDURES AS REQUIRED BY LAW AND BY REGULATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS, DETERMINE THE EXTENT OF THE HAZARD, AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES MAY BE REQUIRED. 4. ALL PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY, THEN RESTORED IN THEIR ORIGINAL LOCATION. 5. THE FIRE DEPARTMENT MUST BE NOTIFIED 24 HOURS IN ADVANCE IF ACCESS TO A HYDRANT OR ROADWAY WILL BE BLOCKED. 6. THE EXISTING GRADE SHOWN IN PROFILE ON ALL PLAN /PROFILE SHEETS 15 AT CENTER OF THE STREET. SECTION AND DETAIL NUMBERING SYSTEM (1) THE SECTION IS CUT ON DRAWING M303 SECTION NUMBER ® 3 .307 - DRAWING ON WHICH SECTION APPEARS (2) ON DRAWING M307 THIS SECTION IS IDENTIFIED - SECTION NUMBER SECTION 3 LE SCA: 3/8" = 1' -0" M303 - DRAWING ON WHICH SECTION WAS TAKEN (3) DETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN BY NUMBER. As Built Drawing' See original file copies for submittal aid approval signatures, and for engineer's profess i Dal seal 12 96 J t >�C LU W i1 �l ABi.\ Q C, 5 ® B -1 T - - SS -- SD UG G W 0 H ORNAMENTAL STREET LIGHT ANGLE POINT OR HUB SURVEY MONUMENT FIRE HYDRANT MANHOLE VALVE WATER METER ABANDONED WATER METER UTILITY POLE W/ GUY LIGHT POLE OVERHEAD SIGNALIZATION STREET SIGN VALVE VAULT CATCH BASIN HANDHOLE TELEPHONE VAULT UTILITY VAULT BORING (MONITORING WELL CASEMENT) TREE SHRUBBERY EX PIPING W/ NEW PLUG TELEPHONE SANITARY SEWER STORM DRAIN UNDERGROUND CONDUIT GAS WATER POWER EXISTING LATERAL PIPE OR UTILITY (PROFILES) NEW LATERAL PIPE OR UTILITY (PROFILES) STREET RIGHT - -OF -WAY MONUMENT LINE M -LT /DJB zn 00 z Municipality of Metropolitan Seattle 0 0 r Z SP229102 0 w 4.° z .¢ z Iv w O�U) CEDAR RIVER TRUNK RELOCATION U �N DJB ',M LT � U F- z 131554 Y75 M -LT /DJB "- m R ® Municipality of Metropolitan Seattle JUNE 1994 DRAWN: CHECKED :SCALE: CEDAR RIVER TRUNK RELOCATION - -- F„-`. NO: DJB ',M LT ' PHASE 2 Y75 RECOMMENDED: NONE DRAWING N0: III II CONTRACT NO. - - -;', NOTES, LEGEND & ABBREVIATIONS 'I. G102 APPROVEDS'1 W/M7 -94 _-_ - -- _- -_ SH _O. __ Ur - sHeE7uo: or 2 12 G H 5 4 3 2 1 c ' 180811 Al1s6oss7\ , — \ 6 DUOI � 0 l \V X50 6 -I C h V � 301 v MH 210 -1A 704 0 ` \ a �• SiA 8. 0 +7.5. N 18079309 6 E 1660690.87 DUCTS \ 6 M\ �\ 6 u-G. N o xsT,NG MH _ RD1 -25 \ \ 1ao7a7.00 \ 4\\ 1660670 -67 _ -V0 A \ C107 D ._— -- - SD— -�- S-- N 71'14'52 W r __ -2 +00 T 'GB G H eoo 9 DUCTS 3 U.G V (2 L.G.) V i 4 DUCTS N 180715 71 l N E 1660949.88 �V `>�� 8 CITY OF SEC /1 Y Z SEE SPEC SEC M0260 \ � s L n ARAN ' N 3RD S TREET I 30 - I 9 -._ -- . - -- -- ---— - -_ -S'� -- °i — CITY OF RENTON TYPE -B MH SEE SPEC SEC M02605 AND <0 6`•- N 71'13'41 "� ,.. ^ SS(8) a REMOVE EXISTING SS (APPROX 152') G(2 ") — REPLACE EXISTING SS WITH NEW -� 8:' PVC SS AS SHOWN. THE - -�—� -- g' CONTRACTOR IS RESPONSIBLE ELEAlIDN D �, DR IUU LJ U D (OJSEL9)I929 &OS (ADJUSTED BY APP'D DATEo CON TRL(, D No, 1N/w REVISION BASED ONTFWASHINSTON±ooNE -S %s�� As Built Drawing See original file copies fors' submittal nd approval signatures, a d for engineer' profes tonal seal 12 96 MjLT /DJB m E T R ® Municipality of Metropolitan Seattle uH'LjUNV 994 DRAWN CHECKED: SCALE: FILE i:D. CEDAR RIVER TRUNK RELOCATION DUB M -LT I,. PLAN AND 2 Y75 RECOMMENDED: NOTED PLAN AND PROFILE DRAWING N0: - 0101 ____ .CONTRACT NO 'ICI A ROVE °: STA 0 +00 TO STA 5 +00 - �, W/M7 -94 sH =ETNO cF-_. ORDINATE SYSTEM NOR 3 12 A t 5 4 3 2 5 4 3 2 1 r F G N i i of v _ 30' Ill � �T n VI7 G �aXNO_E LJG AOnr, PIPE n U 2 _ 302 Ai 0 ,� i� ��\ _ —1 301 I JJ N 180b97.55 o EET �, R ��A,� _ _ F 1661297.52 CONDUIT N 180593.05 G xG - x- L-- __r.— „__L,,._, _ �_�., .. MH �lll 111N. E 1661569.64 H 5 4 3 1 � I I la Iy I ( 11 I I � I O LtJ T �i T N 89'02'15" W 17. +00 m Z rn w s. Y C! D- – N 180588.23 \ E 1661856.55 REMOVE & REPLACE MONUMENT 34 � / P .- SD -- F F G 0 ' 8,700 _ 2 5URED- S4 DUCTS PARKING 1 BURIED - i � _,'jPiED cE N 180500 1 N 89'02'15" W 17. +00 m Z rn w s. Y C! D- – N 180588.23 \ E 1661856.55 REMOVE & REPLACE MONUMENT 34 � / P .- SD -- F F G H G H 5 4 3 2 ' 8,700 1 N S4 � PARKING � O 1200 1201 CD / P 2 A- z FH _ i - _ W(8' DIP) C \ C7 N 3RD STREET - - C108 JD 14 OJ N 88'42'43" W H G H 5 4 3 2 s 4 3 2 1 2J 7 n r A u r n F E G H , i 1 ' I I ' I c0 Q _ U) h i -- ,. U � I � i 31. RI =7 � Ir� 3 BURIED Q f J BM 23 I CB J _..- -- �h,' CHISELED 'x" ON SOUTHW -ST -- N 180380.93 �IC16623D0 ".D� E30L7 AR BASE FOR 5- 2 hEMOVE & ¢ I STANDARD, ELEVATION 5- 17' U REPLAC3 1 r1 1 DU �� 308 314 1314 Q MONUM N7 2 BU D B 300 ! MH 1 BURIED I 1 DU T IED A 2 BURIED i T CB — _ w N 180578.26 SD E 1662300.0 N 842'43" W �- __ wl5'1 0 N 3RD STREET 5 c1o7 3 _-- - --� � � W(12 ^) — 17-00 �j N 89 °27'07• W 19 +00 z �w � Q 5 I S. E- i N �— cn KC r W N 180575.56 E 1662581.92 REMOVE & REPLACE', LMONUMENT _ — 11%, 2 AC) 20 +00 ^I N 89'26'28•• W 1 AS C O B H 5 4 3 2 1 I n r n F F G H T -' 1507 i 180672.81 7 503 1662863.85 Coo ' cT MH R10 -5A PROTECT IL MATCH LINE STA 26 +20 — MONITORING W — � —._ -_ -_ _• — - - -1 WELD BM 7 208 CHISELED 'd' AT BACK OF STA 22 +25.40 - S - - _.. j� Z CB N 180570 87 -� 0 CB E 1662857_.48_— VERHEAD POWER 36 - i�' ,I-1 _ - LINES, 20' HIGH 4 I In FACTORY AVE N N 01'01'36" E cto7 cto� v`. 23 +00 - - -- - — - 1 _ 1 I � ;CB Ivi-Tj� - -- C 7" _ �I 'WM Wes_ —� SIDEWALK AT INTERSECTION, 1 - ELEVATION 37.06' PROTECT TREES (TYP) 204 200 '-7 (n I I Y N 180276.75 ,. I �x/ J !� B-7 1 56 OVERHEAD POWER — LINES (TYP) ._ —SS _ --- —_. —_— 24 +00 ___ —____ 215 =00 0 -6A ___— _______ —_ 25 +18.30 N 180278.31 4 u E 1662852.57 I IVV c cvA lury u la, un luau, - -- — - - -- _ _ &Gs (ONUS DL 94) 9z9 As Built Drawing See original file copies for! Submittal, and /9 111111 signatures, 'don approval _ for engineer A CO .7RLCTEr DJ x/96 al seat NoT'w� a� REVISION ! BY iAPP'DI DATE cooROwATes & eEARInICS nae 12/ 96 • O as EoeoN WA,HINGT°;_c° U —UNtu: DATE: �p � I 1 FE T .n. ® Municipality of Metropolitan Seattle JUNE 1994 DRAWN: CHECKED: SCALE: CEDAR RIVER TRUNK RELOCATION ,FILE NO' DJB M -LT j PHASE 2 Y75 RECOMMENDED. NOTED PLAN AND PROFILE DRAWING NO: DDNTW/ :- ND C105 APPROV ED: ! STA 21 +60 TO STA 26 +20 ! W/ M7 -94 SHIFT No or � �o s e 3 2 1 r c A B C n E F G H I � r N N w - ° N BROOKS ST — w 27 +00 Li Z J U NI, _ i �i 28 +00 B -8 n� / s , / — JACKING PI s � I RECEIVING PIT 247 / 233 - -- I _ \ L, H 42" DIP A B C n F F G H A KNOCKOUT FOR FUTURE 24"0 CONN MH R10 -5A ONLY i ET-OT1� j + DROP MANHOLE PLAN — MH R10 -1A A Y SCALE: 1/2" = 1'-0" C Q 84 "0 MH 29.04' EXISTING PAVEMENT ELEVATION @ MANHOLE �-- - METRO MANHOLE, � - - -�� SEE J j MH R10 -5A AND MH R10 -6A / 84 "0 MH CHANNELIZATION PLAN �\ SCALE: 1/2" = 1' -0" C105 1/2 BLIND FLANGE AS DAM 42 "x42 "x36" MJ DIP TEE I CONTROL DENSITY FILL UP TO B BOTTOM 120' OF 42" PIPE, SEE - clos 36" MJ DIP z a _-36" 90' MJ ELBOW —PLACE 3000 PSI CONCRETE ON COMPACTED FILL OR ORIGINAL GROUND, 12' MIN ALL AROUND, EXCEPT AS NOTED Ak S' FOR 24'0 SECTION A 42 "0 DIP (ID) x See original (1 "0 CALM DEFORMED STL) 5 a signatures, and 6" FOR 48 "0 SECTION AND ABOVE professi nal seal 12 96 POLYPROPYLENE ENCAPSULATED STL MH STEPS (1' -0" OC) CENTER OF MH BASE FLOW \ 0 X DEFLECTION OFFSET X. ANGLE (A) 42 "& 36 "ID �1 LESS THAN 35° TO < 55' 3' 12 55° TO < 75' 6" ® \ 75' & LARGER 10" NOTE: 2 TOP RUNG SHALL BE INSTALLED BETWEEN TOP AND SECOND COURSE OF ADJUSTING BLOCKS, TYPICAL MANHOLE RUNG DETAIL C AND PI OF PIPES \ STATION POINT SCALE 1" = 1-0" VAR SECTION 3 METRO STANDARD _ LOCKING FRAME & COVER a1D METRO STANDARD LOCKING FRAME & COVER Ciro cno — CONCRETE ADJUSTING BLOCKS CONCRETE ADJUSTING BLOCKS 2' -0 "ID 2' -0 "ID ECCENTRIC CONE ! m — � PRE -CAST REDUCING 3„ 3 SLAB PRE -CAST SECTIONS MANHOLE (OPTIONAL) RUNG I\ V 4' -n "In z /1 RISER JOINTS (TYR) METRO 72" MANHOLE p SECTION 1 SCALE: 1/2" = 1'-0" c1o1 SCALE 1/2" = 1-0" �l 2 IAS CONSTRUCTED DJB M- LTIi2/�96 MH cHAl,v .'ATloN MODIFICATION DJB V_ r 4/851 REVISION BY APP'DI DATE r V V ��- e a n 1 n 0 0 0 z a 2 w w As Built Drawing, See original le copies for submittal a d approval signatures, and for engineer's professi nal seal 12 96 R OL • 36 CHANNEL SHELF SLOPE 1" IN 12" (TYR) SECTION, SEE E PRECAST E NOTE 2 K9_ —L } I MINIMUM CRUSHED ROCK W/ PORTLAND SECTION 2 CEMENT NOTES: 1. REFER TO SPECIFICATION SECTION M02605 UTILITY wY STRUCTURES FOR MANHOLE REQUIREMENTS. o �z 2.) BASE REINFORCING: -� - -C2 2 • 0.35 SQUARE INCHES /LINEAR FOOT IN BOTH DIRECTIONS. z o • MINIMUM YIELD STRENGTH = 60,000 PSI. °_- - a TYPICAL METRO 72" MANHOLE E 6,22 SCALE: 1/2" = V -0" VAR 131561 1 li DESIGNED: DATE: M -LT /DJB T E T R ® Municipality of Metropolitan Seattle JUN- 1994 DRAWN: CHECKED: ',.SCALE: CEDAR RIVER TRUNK RELOCATION FLENO - DJB M -LT PHASE 2 Y75 RECOMMENDED: NOTED DRANlING NO -- CONTRACT NO: MANHOLE DETAILS C107 APPROVED: '. W/M7 -94 sNEEr No of 9 12 5 4 3 2 1 A R 1_XISIING 108" CONCRI if rlhl / CENTERLINE OF 42" �� DIP AND 108" RCP_ LT REPAIR W/ MORT;AR (TYP ALL AROUN IE 5.97' IE 229' (2) #5 HOOPS #6 x 30° ® 12" SE1 IN 1 1/4 0 x 5" DEEP HOLES W/ EPDXY GROUT (TYP ALL AROUND) r CLEAN, ROUGHEN AND COAT INTERFACE W/ EPDXY BONDING COMPOUND JUST PRIOR TO CASTING CONCRETE SECTION 1 SCALE: 1/2" = 1-0° CENTERLINE j , EX - ISTING 108" / CONCRETE PIPE - 6.. o' \ 4 ?� \ #5 0 12" .I �' #5 ® 12 "C Z VARIES y / SAWCUT OR LINEDRILL ID + 2" MAXIMUM TYPICAL PIPE JOINT CENTERLINE OF f PIPES AND STATION POINT PLAN 42" PIPE CONNECTION ® 108" ESI SCALE: 1/2" = 1-0" C101 r,oNSTRUCTED ) H Ih4 -11 hz /y! \1 o. ww#O - 2 7- 22 Of REVISION BY APPD DATE r n F F EXISTING B" SS SHALL BE KEPT IN SERVICE EXISTING C' OF N 3RD ST DURING CONSTRUCTION RENTON MH LOOKING EAST -8" PVC DROP CONN ABANDON AND PLUG EXISTING 8 "SS_ EXISTING 8 "SS 0 LIMITS OF EXCAVATION EXISTING 8 "SS FLOW I PLUG I�S T ING 8' SS LIMITS OF -81, PVC STUB W/ CAP EXCAVATION I IE 8 "(A) FOR FUTURE CONN NEW 42" METRO -- - �p E SEWER, SEE NEW RENTON MH SEE __ SCH -A FOR INVERT \-NEW 8" SS PVC. OFFSET DISTANCE RIGHT (R) DO NOT PUT IN SERVICE UNTIL INSTRUCTED BY THE ENGINEER SCHEDULE -A BRIDGE AND MUNICIPLE CONSTRUCTION. STA IE ® IE (A) IE (B) IE (C) MANHOLE * REMARKS # ® 42" 42" * LOOKING EAST STA. TYPE PAGE I STA OFFSET INVERT, FIELD VARIFY 1. 1 +59.7 18.25 21.44 21.86 22.00 B B072 1 +60 30'R BURNETT /WILLIAMS ALLEY 2. 5 +35 19.36 22.55 25.16 26.16 B B072 5 +35 42'R WILLIAMS /WELLS ALLEY 3. 8 +01 20.19 23.38 24.15 25.15 B 9072 8 +01 30.7R WELLS /PELLY ALLEY 4. 10 +80.7 21.04 24.23 27.00 27.73 B B072 10 +81 31.1'R PELLY /PARK ALLEY 5. 13 +57 21.87 25.06 27.24 27.73 B B072 13 +57 31.3'R PARK /GARDEN ALLEY 6. 18 +07.1 23.23 26.42 28.66 29.77 B 3072 18 +07 31'R GARDEN /MEADOW ALLEY 7. 20 +89 24.07 27.26 28.47 29.40 B E3072 20 +89.6 37'R MEADOW /FACTORY ALLEY * REFER TO SPECIFICATION SECTION M02605 AND CITY OF RENTON, STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPLE CONSTRUCTION. IE 15 "Sp ** CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND INVERT ELEVATIONS PRIOR IE (B) TO THE MANHOLE AND 8 "" SEWER CONNECTIONS. * TYPICAL 8" SANITARY SEWER CONNECTION & SCHEDULE(p TYPE -2 SCALE: NONE VAR OF N 3RD ST OFFSET LOOKING EAST STA. EXISTING 15" OR 12" SD SEE SCH -B FOR ** INVERT, FIELD VARIFY BOSS SEE D - IE 20.08 25.06 26.18 -- IE 12 "(A) IE 12 °(B) 33.2R B027 5 +23 13'L WILLIAMS /WELLS ALLEY ff "0 23.42 NEW 42 METRO ���JJY// NEW RENTON CB NEW RENTON 48 CB TYPE -2 33'R SEWER, SEE SCH -A \ TYPE -1 9.8L OFFSET DIST OFFSET DISTANCE RIGHT (R) \\-NEW 12" CPEP SD 27.84 LEFT (L) B012 13 +54. 26.8R SCHEDULE -B # IE 15 "Sp IE (A) IE (B) CB TYPE -1 * CB TYPE -2 nal seal 96 REMARKS PAGE STA OFFSET PAGE STA. OFFSET ® CB -2 ** ** BOSS SEE D 1. 20.08 25.06 26.18 8012 5 +37.7 33.2R B027 5 +23 13'L WILLIAMS /WELLS ALLEY ff 2, 23.42 25.60 26.11 PLUG 7 +97.5 33'R 8027 7 +97.3 9.8L WELLS /PELLY ALLEY 3. 25.72 27.84 29.49 B012 13 +54. 26.8R B027 13 +53 11.6L I PARK /GARDEN ALLEY * RFFFR TO SPECIFICATION SECTION M02605 AND CITY OF RENTON, STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPLE CONSTRUCTION. ** CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND INVERT ELEVATIONS PRIOR TO THE CATCHBASIN AND 12" STORM DRAIN CONNECTIONS. TYPICAL 12" STORM DRAIN CONNECTION & SCHEDULE C SCALE: NONE VAR As Built Drawing ' See original file copies for submittal aid approval signatures, and for engineer's professi 12 nal seal 96 G H 8" DIP ELBOW E 8" (A) 8" DIP SHOP 2.2� SEE TS MELDED BOSS 42 "0 DIP SEE SCH -A FOR IE 8" SIDE SEWER CONNECTION / D SCALE: 1/2" = 1'-0 "" J' 8" PVC TEE j` ' �' NEW 8" PVC EX 8" PVC 112 PLUG AS DAM - -^ STAINLESS STEEL BAND CITY OF RENTON ° BOLTED TO WALL - 8" PVC, CAP FOR MH SEE SCH -A FUTURE CONNECTION �1 N� a SANITARY SEWER DROP CONNECTION E 1 SCALE: 1/2" = 1-C " EL 30.60 CENTERLINE OF TYPE -B MANHOLE e 45° PVC r G H - - -- IE 23.60 8" DIP SPOOL a TYPICAL CONNECTION - - - - ------ _ - - - _. BOSS SEE D - -- - -- 42" DIP CHANNEL r SLOPE SHELF 0 IE 19.27 z z U o � U 22" 0 ol uw 1 - a MH CHANNELIZAfION S 2 U LJm - - 8" SIDE SEWER CONNECTION ® STA 4 +90 E SCALE: 112" - 1'-0" C101 Q F1 DESIGNED: � M -LT /DJB I ® Municipality of Metropolitan Seattle �® METRO DATE JUNE 1994 - _ DRAWN: 1 CHECKED: SCALE: CEDAR RIVER TRUNK RELOCATION I FILE N0: DJB M -LT PHASE 2 !, Y75 [RECOMMENDED:---! NOTED 'DRAWING NO JCaNTRAGT NO PIPE CONNECTION DETAILS 0108 IAPPROVED: AND SCHEDULES - - W/M7 -94 sHEE� uo: of 10 12 r G H 2 1 A B C D 2 m \ MATCH TO G: 42" DIP EX PAVEMENT & TRENCH ATB 1 FL y- �J (T-6" 1 1/4 MINUS OR y fit v, -�` )77 ..– — SUBSEQUENT BACKFILL ZONE MINERAL AGGREGATE TYPE A, \ STA 0 +00 TO STA 0 +14 OR NATIVE SOIL WHEN STA 11+79 TO STA 12+71 APPROVED BY THE ENGINEER STA 22 +12 TO STA 22+46 2" AC OVERLAY SEE 200 SERIES DRAWINGS AC 5' ATE A J INITIAL BACKFILL ZONE 6" 1 1 4 MINUS OR '\ MINERAL AGGREGATE TYPE A, T\ / OR CONTROL DENSITY FILL \ STA 0 +14 TO STA 11 +79 – STA 12 +71 TO STA 22 +12 –CONTROL DENSITY FILL 120` 2 r r 9" POOP, SEE NOTE 7 & 8 6" 1 1/4 MINUS OR r I� STA 22 +46 TO STA 25 +54 �3" AC �5" ATE -6" 1 1/4 MINUS OR STA 25 +54 TO STA 28 +10 SAWCUT JOINT �EX AC PAVEMENT C 3" MIN AC PAVEMENT 6" MIN 1 1/4 MINUS OR COMPACTED BACKFILL 6 BANK RUN GRAVEL TYPICAL PAVEMENT PATCH ® ALLEY TYPICAL PAVEMENT PATCH SECTIONS SCALE 314" = 1'-0" -- N. AS CONSTRUCTED DJB.Iv, L .. o Ww�='�::�� REVISION BY APP 'D DATE li I E FO R AC OVERLAY SEE 200 SERIES DRAWINGS, FOR PAVEMENT PATCHING AND RESTORATION, SEE SAWCUT iV TRENCH SUPPORT SYSTEM PROVIDED BY CONTRACTOR GEOTEXTILE FABRIC SEE NOTE 2 FOUNDATION STABILIZATION 12" MIN OVER EXCAVATION MINERAL AGGREGATE TYPE F, SEE NOTE 6 OR 2" -4" CRUSHED ROCK \\ \�\ UNDISTURBED EARTH MIN = MAX = 7-0" TYPICAL 42" PIPE VERTICAL TRENCH SECTION B SCALE: 3/8" = 1'-0" TRENCH /PAVING SECTION NOTES FOR DETAIL B: 1. FOR BACKFILL MATERIAL AND COMPACTION FOR BACKFILL CLASSES SEE SPECIFICATIONS SECTION M02200 AND M02221, 2. GEOTEXTILE FABRIC SHALL BE MIRAFI 60OX OR APPROVED EQUAL. REQUIRED AT ALL TRENCH SECTIONS EXCEPT WHERE CLEAN GRANULAR SOILS ARE ENCOUNTERED AND WHEN APPROVED BY THE ENGINEER. 3. RESTORE PAVEMENT TO THE ORIGINAL GRADE. 4. PROVIDE TEMPORARY PAVING PATCH AS FOLLOWS: IMMEDIATELY FOLLOWING BACKFILL COMPACTION, PLACE A 4 !' LIFT OF COMPACTED 1 1/4" MINUS CRUSHED ROCK AND 3" OF COLD MIX ASPHALTC CONCRETE. AFTER 10 DAYS, REMOVE TEMPORARY PATCH AND PATCH AS SHOWN ON TYPICAL PAVING SECTIONS. 5. FOLLOWING BACKFILL OF THE STREETS TO FINAL GRADE, COMPACT AND SHAPE STREET FOR DRAINAGE. 6. THE PIPE INVERT SHOULD BE PLACED ON A FIRM NATIVE SOIL. ANY LIQUEFIABLE OR so ET SOILS SHOULD BE OVER EXCAVATED AND REPLACED WITH EITHER 2 " -4" SIZE CRUSHED ROCK OR MATERAL AGGREGATE TYPE F. THE THICKNESS OF OVER EXCAVATION MAY BE ADJUSTED BY THE SOIL ENGINEER AS REQUIRED. 7. REMOVE EXISTING CONCRETE PAVEMENT BETWEEN STATION 22 +46 AND STATION 25 +54 ONE PANEL WIDTH ONLY (PANEL WIDTH 11'f). SAWCUT CONCRETE AT EXISTING PAVEMENT JOINTS. 8. REPLACE EXISTING CONCRETE PAVING, CONSTRUCTING JOINTS PER EXISTING JOINT PATTERN. REFER TO CITY OF RENTON STANDARD PLANS, PAGES A001 AND A002 FOR TYPICAL JOINT CONSTRUCTION. WHERE PLACING CONCRETE AGAINST EXISTING CONCRETE PAVEMENT, DRILL AND GROUT DOWELS INTO EXISTING CONCRETE USING SIZES AND SPACING AS SHOWN IN STANDARD PLANS. mm As Built Drawing 2 1/2" SQUARE See original file copies for I submittal a d approval signatures, and for eng'ineer's proT`essi 12y nal seal 96- - • F MATCH TO EX PAVEMENT G e 0" H AC OVERLY SEE 200 :S DRAWINGS, PAVEMENT PATCHING RESTORATION, SEE �H SUPPORT SYSTEM ✓ IDED BY CONTRACTOR —SUBSEQUENT BACKFILL, SEE NOTE 4 & SPEC SEC M02200 8" & 17" SEWER PIPE BEDDING MATERIAL FOR FLEXIBLE PIPE, SEE NOTE 6 FOUNDATION MATERIAL CLASS A AS DIRECTED BY ENGINEER, SEE NOTE 6 STORM & SANITARY SEWER TRENCH BACKFILL C SCALE: NONE TRENCH /PAVING SECTION NOTES FOR DETAIL C: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE. 4. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES' IN THE SANITARY SEWERS SECTION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ( WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 5. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 6. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF WSDOT STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. BEDDING MATERIAL FOR FLEXIBLE PIPE SHALL BE CLEAN SAND /GRAVEL MIXTURE FREE FROM ORGANIC MATTER AND CONFORMING TO THE FOLLOWING GRADATION: SIEVE SIZE PERCENT PASSING 3/4" SQUARE 100 3/8" SQUARE 70 -100 U.S. NO. 4 55 -100 U.S. NO. 10 35 -95 U.S. NO. 20 20 -80 U.S. NO. 40 10 -55 U.S. NO. 100 0 -10 U.S. N0, 200 0 -3 ALL PERCENTAGES ARE BY WEIGHT. FOUNDATION MATERIAL CLASS -A SHALL CONFORM TO THE FOLLOWING GRADATIONS 2 SIEVE SIZE CLASS -A 2 1/2" SQUARE 98 -100 - 2" SQUARE 92 -100 1 1/2" SQUARE 72 -87 = 1 14" SQUARE 58 -75 -- 3/4' SQUARE 27 -47 - 3/8" SQUARE 3 -14 z , U.S. N0, 4 0 -1 0 C E T R ID Municipality of Metropolitan Seattle ALL PERCENTAGES ARE BY WEIGHT. G H z O U li U - Z = W O � Q S^22 � S U Q — 131563 DESIGNED: M -LT /DJB - 4®- M C E T R ID Municipality of Metropolitan Seattle DATE: JUNE 1994 oRnwN: crlecKED: SCALE CEDAR RIVER TRUNK RELOCATION FILE NO: DJB M -LT', ---- PHASE 2 Y75 - RECDMMENDED: NOTED I DRAWING N0: ._. —{I CONTRACT NO - - -J TRENCH AND PAVING SECTIONS C109 APPROVED: I W/M7 -94 - -- Sr+EET No: DF - 11 17 G H 2 1 A B C D F F G H 3' LETTERS, SAME SLCTION AND DIMENSIONS AS M FATS 3/e' HIGH, 112' WIDE AT TOP, 314 WIDE Al, BASF, 2' LONG 1 /2" WEB (8 AT 45') I S CJNSI RUCT ED No. Ww9' REVISION \ --- LIFTING HOLE ®N I / I�jL 71 =:]�EI r- 11 LI C_r._1 1 I I -7 =D �LJJ�°JJ STANDARD METRO MANHOLE FRAME AND COVER PLAN SCALE: NONE [--2' -1 112" DIAMETER UNDERSIDE OF COVER PLAN g SCALE: NONE - Dip 12/96: BY APP'DI DATE CAM LOCK 3 REQUIRED 1 1/8 "0 HOLE 3 REQUIRED 2- D DUCTILE IRON 6" (TYP) - LOCK POSITION 5 r -- — 1" (IN SEGMENTS WHERE CAM LOCKS ARE NOT PLACED) 1 5/8" (IN THREE SEGMENTS WHERE CAM LOCKS ARE PLACED) D CENTERLINE SECTION OF COVER SECTION 3 SCALE: NONE - -- 2' 1 314" DIA 2-9" DIA SECTION SCALE: NONE - As Built Drawing See original Me copies for submittal aid opprovol signatures, and for engineer's proiessinal 12Z seal 96_ ji L-- ___ HOLE FOR STEEL COT EACH END 1/2" EVER 1/8" 1 /B" 2 1/ SECTION 2 SCALE: NONE - z Fl DESIGNED: DATE: M -LT '.� ;,A T E T •�• ® Municipality of Metropolitan Seattle w JUNE 1994 DRAWN: CHECKED: '� SCALE: CEDAR RIVER TRUNK RELOCATION' EILE No: - DJB M -LT PHASE 2 Y75 RECOMMENDED: NONE DRAWING N0: `. .NTRADT ND: II STANDARD METRO FRAME Clio APPRDVED: AND COVER W/M7 -94 � sHEEr vo of _ 12 12 5 4 3 z� 00 z ; Oo . Z K s o V � U _ a w _� S,m220010C 5 4 3 5 4 3 2 i \ N 1 1 1 Sl - AQUIFER PROTECTION AREA BOUNDARY — - - -- - -- - -/ - -- -- ---- - --- -- > - - _ 73 (n i 7 w IwI Q ��A�� V � - - - - , -i I w > > \ I a o N / J N MARION ST n YI �wI 01 —N \` o Q' V `� N 3RD ST � I � i - -- �` y - - - -- n 42 CEDAR RIVER (TRUNK RELOCATION PHASE 2f (EXISTING) Z, i �" II '` I I I II I I R--- sT Q �I - -- 7 _ r I .I li I-j II II � S LIj o 1 I -� � Ll � , , -- ILI L� �j'� - - - -- G _ ��ii N 2ND ST ��� �iL --J -- I PW -3• LIBERTY o f F V PARK I o O � O z Io SF� 0 CEDAR RIVER PW /8. PARK F j o o V / DPW- • ��o �O C202 ti ,�\ GT F / ORIGINAL DAR RIVER TRUNK \' �R 1�HABILITATION 200 0 200 400 600 PQ� CEDAR RIVER AS CONSTRUCTED =_= DJB 0/9 No. REVISION BY APP'D DATE ww i is4, LOCATION MAP F G H TYPICAL SECTION AND DETAIL REFERENCING SYSTEM DWG # ` SN KENMOREB T ELL OHOMISH CO KING CO G101 (1) THE SECTION IS CUT ON DRAWING A101 2. 0> DUVALL SECTION NUMBER CEDAR RIVER TRUNK RELOCATION — PHASE 3 3. C101 PLAN AND PROFILE STA 0 +00 TO STA 3 +40 G- C102 ELEVATION NUMBER 5. a22 KID AND PLAN AND PROFILE STA 8 +20 TO STA 12 +60 ® ® 3 2/A103 C104 REDMOND A105 / `� 0 _ °J 8. \L/ DRAWING ON WHICH SECTION /ELEVATION N EATTLE MEDI A `20�' / APPEARS - INDICATES 10. ELLEVUE TYPICAL TRENCH SECTION, RESTORATION DETAILS THE DRAWING IS ON THE SAME SHEET. C109 C110 90 IRE ° °M "E " (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED n _I CONTRACT ND: SECTION NUMBER APPROVED: /( SSAQUAH SECTION 1 16 PROJECT SCALE: 1 1/2 "= 1' -0" Al o2 509` LOCATION DRAWING ON WHICH R -N'ON °� SECTION WAS TAKEN. TUKWILA i 69 - INDICATES THE VAS HON DES 67 DRAWING IS TAKEN ISLAND MOINES MAPLE FROM THE SAME SHEET. KENT VALLEY (3) DETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED 8 5 169j BY LETTER RATHER THAN BY NUMBER. AUBURN ALGONA TACOMA PAC( C VICINITY MAP D 2 6 8 � INDEX TO DRAWINGS SHT # DWG # TITLE 1. G101 VICINITY /LOCATION MAPS AND INDEX TO DRAWINGS 2. G102 NOTES, LEGEND AND ABBREVIATIONS CEDAR RIVER TRUNK RELOCATION — PHASE 3 3. C101 PLAN AND PROFILE STA 0 +00 TO STA 3 +40 4. C102 PLAN AND PROFILE STA 3 +40 TO STA 8 +20 5. C103 PLAN AND PROFILE STA 8 +20 TO STA 12 +60 6. C104 PLAN AND PROFILE STA 12 +60 TO STA 17 +20 7. C105 PLAN AND PROFILE STA 17 +20 TO STA 21 +15.14 8. C106 MANHOLE DETAILS 9. C107 JACKING DETAILS 10. C108 TYPICAL TRENCH SECTION, RESTORATION DETAILS 11. 12. C109 C110 STANDARD METRO FRAME AND COVER 22 CORROSION TEST STATIONS AM As Builtj Drawin; See original ile copies for submittal a d approval signatures, on for engineer's pr1e01n96 al �q 14�11 4� r G H ORIGINAL CEDAR RIVER TRUNK REHABILITATION V f oV 13. C201 ALIGNMENT PLAN STA 0 +00 TO STA 19 +80 4 14. C202 ALIGNMENT PLAN STA 19 +80 TO STA 41 +38 N 15, C203 EX MANHOLE PLANS, AND SECTION R� 16. C204 MISCELLANEOUS DETAILS AND SCHEDULE a- 132768 DESIGNED: M E T R ® Municipality of Metropolitan Seattle I DATE: I, OCT 95 DJB DRnwN: I CHECKED: SCALE: CEDAR RIVER TRUNK RELOCATION ,PILE " °, DJB PHASE 3 AND REHABILITATION E13 IRE ° °M "E " °E -- NOTED VICINITY /LOCATION MAPS, DRAW' "° — _I CONTRACT ND: G 1 0 1 APPROVED: W /M1 -96 AND INDEX TO DRAWINGS SHEE-No D- 1 16 r G H 2 00 a 0 a 7 L A ABBREVIATIONS AC ASPIIA.1 CONCREIL ARAN ABANDONED APT APARTMENT APPROX APPROXIMATE ATB ASPHALT TREATED BASE BLDG BUILDING BLVD BOULEVARD BNRR BURLINGTON NORTHERN a RAILROAD C,CONC CONCRETE CB CATCH BASIN Cl CAST IRON CIP CAST IRON PIPE CL CENTERLINE CDT CONTROL DENSITY FILL CO CLEANOUT CLR CLEAR CMU CEMENT MASONRY UNIT CONN CONNECTION CONST CONSTRUCTION CPEP CORRUGATED POLYETHYLENE PIPE CR CRUSHED ROCK DIA DIAMETER DIP DUCTILE IRON PIPE E EAST EF EACH FACE EL,ELEV ELEVATION ESI EASTSIDE INTERCEPTOR EV ELECTRICAL VAULT EW EACH WAY EX EXISTING ft /ft FEET PER FOOT FGP FIBERGLASS PIPE FH FIRE HYDRANT G GAS GALV GALVANIZED GRID GROUND HDPE HIGH DENSITY POLYETHYLENE HE HIGH PRESSURE FOR HORIZONTAL IE INVERT ELEVATION ID INSIDE DIAMETER LAT LATERAL L LEFT LF LINEAL FEET MATL MATERIAL MAX MAXIMUM MJ MIN MH NOM N OC OD P PCCP PCL PE PI PSI PVC PW R R/W REINF RET RCP REO'D SS S SCH SEC SPEC SD STA STL T,TELE TEMP TOP TYP UG UT UP V VLT VAR VER VCP W W/ WSDOT WM XING 1 ;DELETED TEST STATION, AS CONSTRUCTED No. WWP_s'.0gpj REVISION A e MECHANICAL JOINT MINIMUM MANHOLE NOMINAL NORTH ON CENTER OUTSIDE DIAMETER POWER PORTLAND CEMENT CONCRETE PAVEMENT PRESSURE CLASSIFICATION PLAIN END POINT OF INTERSECTION POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PRODUCTION WELL RIGHT, RADIUS RIGHT OF WAY REINFORCED RETAINING REINFORCED CONCRETE PIPE REQUIRED SANITARY SEWER SIGN,SLOPE,SEWER SCHEDULE SECTION SPECIFICATION STORM DRAIN STATION STEEL TELEPHONE TEMPORARY THICKNESS CLASSIFICATION TYPICAL UNDERGROUND (CONDUIT) UTILTIY BOX UTILITY POLE VALVE VAULT VARIES VERTICAL VITRIFIED CLAY PIPE WATER WITH WASHINGTON STATE DEPT. OF TRANSPORTATION WATER METER CROSSING B BY IAPP'DI DATE I CONSTRUCT ON NOTES n 1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPE SIZES, THEIR LOCATIONS, AND INVERT ELEVATIONS (WITH POT HOLE METHOD), PRIOR TO THE PIPE CONNECTIONS. 2. THE CONTRACTOR SHALL SUPPORT, PROTECT AND KEEP IN SERVICE ALL EXISTING UTILITIES DURING THE PIPELINE WORK UNLESS NOTED OTHERWISE. 3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. CALL 48 HOURS BEFORE YOU DIG FOR UTILITY LOCATIONS: 1 - -800- 424 -5555. 4. WHEN EXCAVATING IN THE VICINITY OF ANY POWER POLES OR SUPPORTS, THE CONTRACTOR MUST SUPPORT AND PROTECT ALL POLES OR SUPPORTS WITHOUT UNDERMINING THEIR STABILITY. 5. CONTRACTOR SHALL MAINTAIN SIDE SEWER FLOWS DURING CONSTRUCTION, - -EST RESTORED SIDE SEWERS BEFORE BACKFILLING, AND PROVIDE MATERIALS AND LABOR TO RELAY SIDE SEWERS TO ELIMINATE CONFLICT WITH THE NEW METRO PIPELINE. SEWERS SHALL BE INSTALLED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 50 %. 6. THE CONTRACTOR SHALL PROTECT THE EXISTING TELEPHONE DUCTS, DIRECT BURIED CABLE AND VAULTS FROM DAMAGE DURING CONSTRUCTION. - -HE CONTRACTOR SHALL NOTIFY US WEST COMMUNICATIONS, MR. FRANK FORREST AT 345 -2968, A MINIMUM OF ONE (1) WEEK IN ADVANCE OF CONSTRUCTION IN THE VICINITY OF TELEPHONE LINES. 7. 48 HOURS PRIOR TO THE PAVEMENT REMOVAL AND TRENCH EXCAVATION, THE CONTRACTOR SHALL NOTIFY WASHINGTON NATURAL GAS, MR JERRY HOLMES AT 447 - -3285, FOR THE ENCOUNTERED HIGH PRESSURE PIPES. 8. WHERE NEW PIPE CLEARS AN EXISTING UTILITY BY 6 INCHES OR LESS, RIGID STYROFOAM SHALL BE INSERTED BETWEEN TO PROVIDE A CUSHION. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING STORM AND SANITARY FLOWS DURING CONSTRUCTION. 10. ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE RESTORED USING ONLY NEW MATERIALS AND IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. WORK SHALL BE PERFORMED IN A MANNER ACCEPTABLE TO THE UTILITY OWNER. 11. ALL EXISTING UTILITIES NOT SHOWN ON THE DRAWINGS WHICH ARE ENCOUNTERED DURING CONSTRUCTION SHALL BE PROTECTED EXCEPT WHEN DIRECTED OTHERWISE BY THE ENGINEER. 12. ALL PIPES WHICH ARE SEVERED AND ARE TO BE ABANDONED SHALL BE PLUGGED AND FILLED PER SPECIFICATION SECTION 03600. 13. THE CONTRACTOR SHALL USE CARE WHEN EXCAVATING ADJACENT TO EXISTING MANHOLES, WHICH MUST BE BRACED DURING EXCAVATION. AN OPTION IS TO BALANCE EXCAVATION AROUND THE MANHOLE, FOR THIS OPTION, SURFACE RESTORATION SHALL BE FULL PANEL WIDTH OF 10' OUTSIDE THE MANHOLE. ALL COSTS TO BE BORNE BY THE CONTRACTOR. 14. ALL TREES WITHIN THE CONTRACT LIMITS SHALL BE PROTECTED, RESTORED OR REPLACED. 15, THE CONTRACTOR IS REQUIRED TO SUBMIT TRAFFIC CONTROL PLANS TO METRO, FOR WSDOT AND CITY OF RENTON TRANSPORTATION DIVISION APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE PIPELINE CONSTRUCTION AND PAVEMENT RESTORATION. SEE SPECIFICATION SECTION 01570 FOR RESTRICTIONS. 16. PRIOR TO THE PIPELINE CONSTRUCTION WITHIN THE WSDOT RIGHT - OF -WAY, THE CONTRACTOR SHALL REVIEW THE SPECIFICATION SECTION 01062 ATTACHMENT -A WSDOT UTILITY FRANCHISE, GENERAL AND SPECIAL PROVISIONS. 17. WHEN PIPE JACKING ACROSS THE WINDSOR PARK ESTATES AND C.W. PHARR LOTS, JACKING OR RECEIVING PITS MAY ONLY BE UNCOVERED AND OPEN FOR THE MINIMUM AMOUNT OF TIME POSSIBLE, AND NOT TO EXCEED 60 WORKING DAYS, SEE SPECIFICATION SECTION 01620 ATTACHMENT -A C D G CONSTRUCTION NOTES 18. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING THE HOURS OF CONSTRUCTION AS REQUIRED BY THE CITY OF RENTON AND /OR WSDOT IN A SAFE, PRUDENT OPERATING MANNER. DURING THE HOURS OF NON- CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ALL EXISTING TRAFFIC LANES FOR VEHICULAR TRAFFIC. ALL UNFINISHED WORK SHALL BE LEFT IN A SAFE, NON- HAZARDOUS CONDITION TO THE PUBLIC, AND BE IN CONFORMANCE WITH DEPARTMENT OF LABOR AND INDUSTRIES CHAPTER 296 -155 WAG. 19. CONTRACTOR SHALL NOTIFY CITY OF RENTON TRANSPORTATION OPERATION OFFICE, BRYSON HUIE AT 277 -6222, A MINIMUM OF 5 DAYS IN ADVANCE OF BEGINNING ANY WORK AFFECTING, OR IN THE VICINITY OF, TRAFFIC CONTROL SYSTEMS. 20. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE, SETTLEMENT OR UNDERMINING OF STRUCTURE FOUNDATIONS IN THE VICINITY OF CONSTRUCTION. THE PROTECTION MEASURES SHALL BE CONTRACTOR DESIGNED. THE PLAN AND DESIGN SHALL BE PERFORMED BY A LICENSED STATE OF WASHINGTON STRUCTURAL ENGINEER AND BE SUBMITTED TO METRO, PER SECTION 01300, FOR REVIEW. IF METRO DOES NOT APPROVE OF THE CONTRACTOR'S PLAN FOR SUPPORT OF THE EXISTING STRUCTURE, METRO MAY DIRECT THE CONTRACTOR TO TAKE ADDITIONAL MEASURES IN ORDER TO SAFEGUARD THE INTEGRITY OF THE EXISTING STRUCTURE. 21. THE CONTRACTOR SHALL MONITOR SETTLEMENT AT LOCATIONS INDICATED IN THE DRAWINGS. REFER TO LEGEND FOR MONITORING POINT SYMBOL. 22. CONTRACTOR SHALL PROVIDE TEMPORARY PAVEMENT MARKINGS AND CHANNELIZATION DISTURBED AND /OR REMOVED DURING CONSTRUCTION. ALL STREET SIGNAGE REMOVED AND /OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED. 23. WHEN EXCAVATING THE OPEN TRENCH BETWEEN STATION 7 +50 AND STATION 10 +30. THE CONTRACTOR MAY ENCOUNTER BURRIED DEBRIS THAT MAY INCLUDE BOULDERS AND BROKEN REINFORCED CONCRETE. 24. WITHIN THE PARKS DEPARTMENT PROPERTY THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON PARKS DEPARTMENT FOR SOD REPLACEMENT. SOD MIX SHALL BE 50% PERENNIAL RYE GRASS, 30% KENTUCKY BLUEGRASS, AND 20% CREEPING -RED FISCUE. GENERAL NOTES 1. PROJECT DATUM HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM NORTH ZONE (NAD 27). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) 2. OVERHEAD ELECTRICAL SERVICE LINES ARE NOT SHOWN IN THEIR ENTIRETY ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, THROUGHOUT THE CONSTRUCTION SITE, AND SHALL FOLLOW CONSTRUCTION PROCEDURES AS REQUIRED BY LAW AND BY REGULATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS, DETERMINE THE EXTENT OF THE HAZARD, AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES MAY BE REQUIRED. 3. ALL PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY, THEN RESTORED IN THEIR ORIGINAL LOCATION. 4. THE FIRE DEPARTMENT MUST BE NOTIFIED 24 HOURS IN ADVANCE IF ACCESS TO A HYDRANT OR ROADWAY WILL BE BLOCKED. As Built Dra Drawing See original file copies for submittal aid approval signatures, and for engineer's professic nal seal 10 96 E r, LEGEND H (J ORNAMENTAL STREET LIGHT C i ANGLE POINT OR HUB scAEe SURVEY MONUMENT - r6 FIRE HYDRANT PHASE 3 AND REHABILITATION MANHOLE NONE VALVE 'dvM WATER METER g ABA:N ABANDONED WATER METER a UTILITY POLE W/ GUY F LIGHT POLE , Ac r .. -. � (Jn OVERHEAD SIGNALIZATION 0S STREET SIGN 0 V VALVE VLT VAULT U CB CATCH BASIN ❑ HANDHOLE O T TELEPHONE VAULT [�] UT UTILITY VAULT )I(MP NEW SETTLEMENT MONITORING POINT ® 8 EX BOREHOLE REF: GEOTECHNICAL STUDY CEDAR RIVER TRUNK TREE REALIGNMENT PROJECT NOV 22, 1991 0 SHRUBBERY EX PIPING W/ NEW PLUG T TELEPHONE SS SANITARY SEWER SD STORM DRAIN - - UG UNDERGROUND CONDUIT G - -- GAS W WATER P POWER o EXISTING LATERAL PIPE OR UTILITY (PROFILES) 0 NEW LATERAL PIPE OR UTILITY (PROFILES) STREET RIGHT -OF -WAY MONUMENT LINE SAW22911 DESIGNED: M -LT m E T R ® Municipality of Metropolitan Seattle DRAWN CHECKED : scAEe „ CEDAR RIVER TRUNK RELOCATION DJB PHASE 3 AND REHABILITATION RECOMMENDED: NONE NOTES, LEGEND AND !CONTRACT NO: -JI ApRRavED: -- j W /M1 -96 ABBREVIATIONS F , Ac r .. -. � (Jn z� o� z 0 Tom z Iw I, N J U J N L U Q L 769 OCT 95 E13 DRAWING NO: G_ 102 .SHEET N0: OF 2 16 2 A A 8 REMO D RELOCATE WATER V VE 5' NORTH--,I �Is LEI r I SEE CONSTRI Wit 7 0 r� I d RILA AI 0 +81.66 I N 180308.94 I E 11663217.4 co 1 1 v� c� c� d Porkry N ao3 °cp� SEE CONSTRUCTION I _ NOTE 21 (TYP) _ 91�°� 5 MH RIO -9A0 ET 1663363 91O nl SEE AREA ENLARGEMENT DET C108 I� EWKSM EON SEA LEYE 192$ uscecs�AaiusTm ia4i> 1 DELETED CORR. TEST STA. & REF. TO DIP OPTION DJB —LT 0/9 No. WW** �' -s:jp' REVISION BY DATE COONOINATES & BEMINGS ARE eASEO oN wASNiNCTON co- OfldNATE SYSTEM NORTH ZONE As Built Drawing See original fle copies for submittal aid approval signatures, and for engineer's professi 10 al seal 96 ursiuNEU: ®/ _ DATE: �0 M E T rR ® Municipality of Metropolitan Seattle OCT 95 M —LT /DJB DRAWN: CHECKED: SCALE: CEDAR RIVER TRUNK RELOCATION FILE NO: DJB PHASE 3 E13 RECOMMENDED: NOTED PLAN AND PROFILE DRAWING C101 CONTRACT N0: APPRD�E STA 0 +00 TO STA 3 +40 W/M1 -96 SHEEP NO: OF 3 16 A ® C U E IF 14 s 3 R�ftL 1,49 142 F 5 4 3 2 ELF/Al1UN U lal, UR 100V UM A�"wuSSreD Uii 192$ COORDINATES & BMINGS ARE akSFJD � sn��EU'D -TH IMF As Built Drawing UtJ1UNtU: M —LT /DJB DRAWN: cHECNEO: Di B Vii, METRO Municipality of Metropolitan Seattb sca E: CEDAR RIVER TRUNK RELOCATION PHASE 3 NOTED CONTRACT NO: PLAN AND PROFILE W/M1 -96 STA 3 +40 TO STA 8 +20 DATE: OCT 95 nLE NO: E13 DRAWING NO: C102 SHEET N0: OF 4 16 See original fle submittal aid signatures, and professi 10296 copies for approval for engineer's al seal RECOMMENDED: 1 DELETED CORR. TEST STA. & REF. TO DIP OPTION DJB —L 0/9 No. REVISION WtNp �' BY APP'D DATE APPROVED: F 5 4 3 2 s 3 2 1 A e F C r u /- 3 \ \� \SS \ \ INSTALI`JERSEAY BARRIER p a THIS AREA S DIRECTED BY THE ENGINEER ' 2A�p9t9�Y CD 0 4) Ad o N I \ \ \ \ \ N 00 J\p es9A \ \ \ NOTE 1 C, ��Z SS0 to + $ a W } ! } rn S 1 11'30" Y� \ ° • m Q Il' IN V3 1. PROTECT AND KEEP IN SERVICE ALL EXISTING UNDERGROUND UTILITIES DURING THE PIPE- LINE INSTALLATION. — USC@ (IAIUS ED 1929 a 1 DELETED CORR. TEST STA. & REF. TO DIP OPTION DJB -L 0/9 No, a REVISION BY APP'D DATE COORDINATES & BEARINGS ARE wwp JIs -j29' WED SWmcuNU aMCinuc As Built Drawing See original file copies for submittal a Id approval signatures, and for engineer's professic al seal 10 96 cai�rvw. „ p�� DATE: ®� ■ � � S T A ® Municipality of Metropolitan Seattle OCT 95 M —LT /DJB 10 DRAWN: CHECKED: SCAEE: CEDAR RIVER TRUNK RELOCATION FILE NO: DJB PHASE 3 E13 RECOMMENDED: NOTED PLAN AND PROFILE DRAWING NO: CONTRACT NO: 01 03 APPROVED: CONTRACT STA 8 +20 TO STA 12 +60 SHEET NO: 5 OF 1F H 5 4 3 2 t A B I n �O o SR 169 FILL AND ARAN - �x \ EX BORE HOLE ° �\ 1 N ' EX R/W (` Co Walk S L 50 2 W \� 1 E c9. E-Vlt \ \ E d` O12 °a 5 40 46'02" E C C (! / oV Xo0 \ X0 PROTECT HEDGE (TYP) 50 -- __ - °+fedoe- Y —T \ W O C4 + — ``� A �T o� —i °G °°5� S�_gn iA P REPAIR CONC 11' - -- - - -- — v��— -- - - - - -- — — — — — — — — — — — REMOVE AND REBUILD CONC SS CURB, 30't � 6 "SD s, ° CURB, STA 15 +45 TO STA u ° ➢� °� I C 6 "SD oo REMOVE AND REBUILD-'CONC 16 +92, SEE SPEC SEC C106 r MH 10 -11A s. CONSTRUCTION ZONE CURB AND GUTTER TO /o� J STA 2 +97 �' TRENCH WIDTH LIMIT (TYP) 02510 (TYP) or, F N 1 9270.76 c° PROTECT CONC CURB / E 1 63469.46 Qot STA 13 +00 TO STA 14 +25 40' a SEE SPEC SEC 0251IO T zl NOTE 1 \ Qo °o G I/ Q Iffl-" H h =1 � 1 1 H I+H+I+1 H Ill w - - -- Z Qo�F Q Qo � �j NOTES: copies for ° 1. TEMPORARILY REMOVE CONCRETE signatures, and for engineer's CURB FOR VEHICLE ACCESS. REPAIR CURB AFTER al seal 10 CONSTRUCTION AND RESTORE TO I ORIGINAL CONDITION. —T \ W O C4 + — ``� A �T o� —i °G °°5� S�_gn iA P REPAIR CONC 11' - -- - - -- — v��— -- - - - - -- — — — — — — — — — — — REMOVE AND REBUILD CONC SS CURB, 30't � 6 "SD s, ° CURB, STA 15 +45 TO STA u ° ➢� °� I C 6 "SD oo REMOVE AND REBUILD-'CONC 16 +92, SEE SPEC SEC C106 r MH 10 -11A s. CONSTRUCTION ZONE CURB AND GUTTER TO /o� J STA 2 +97 �' TRENCH WIDTH LIMIT (TYP) 02510 (TYP) or, F N 1 9270.76 c° PROTECT CONC CURB / E 1 63469.46 Qot STA 13 +00 TO STA 14 +25 40' a SEE SPEC SEC 0251IO T zl NOTE 1 \ Qo °o G I/ Q Iffl-" H h =1 � 1 1 H I+H+I+1 H Ill w - - -- Z Qo�F Q Qo � ELEVATIONN 0 OR 100 UOSCkGS (IA uk 1 -C 192>i 1 DELETED CORR. TEST STA. & REF TO DIP OPTION DJB —L 0/9 No. w y� ss L)♦' REVISION BY APP'D DATE "` s COORDINATES & BFMINGS ARE BASED e�N W H1N0�0�FO As Built Drawing See original file copies for submittal aid approval signatures, and for engineer's profess' al seal 10 96 I0 T IW -- � � °e I 20 0 20 40 60 X oo 10 ryo4aD— FEET (1 " =20') \ a 4�� ip BOR C . . . . . . .. .::: 70 —.. ..- ...... -. ......... - :60 *0: ST . ...... CASING: . . . .. . . :: .. 70 ......a Q : : a ........ a _ d . . . . .. . 60 . . 60 ... ... .. �: I. ... .... ... :. : :. 50 z � � : " G E. . . .. .. � . 50 Q. \. ... ..... 40 .. .. _ . 40 �. - 30 .' . ... .. 77F IE 3 .48 .. .... .. ..I. ..... .... .. ... .. ::: .. .. .. .. 20 .: .. ...: .. ... ... ... .. . ... .... .. ......... .. . ..... .. .. 20 �. . . ... .. NI 10 10 �. .. .. ... . �... :I: ". ::: :: :: :. .... .. . . 417LF,: A2-�FGP::t:.:::. ... 0 z S : =:... 5 : ft /ft::: ::::::: .::: 81:514.:005 ft .. ... .. ? .. : .. ... .. .:.: .... ....... ... :.::: .... ..: ... ..:.: ... ... .. .. .. .. � �: � p FILE .... ... ..... ... .. � �...: :.. : — :.. � ..: : :.. ..:. .... :: .. :.: .. .. .. O : w C) to J —10 ... ... .. .. ... .... .. .... .. I: .... ..... :::: .. ... ... ... .. .. : _ 1" 0' HOR .: :: : : : .. .. .. :: .. .. ... 1" _: 0' VER: a 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 132770' ELEVATIONN 0 OR 100 UOSCkGS (IA uk 1 -C 192>i 1 DELETED CORR. TEST STA. & REF TO DIP OPTION DJB —L 0/9 No. w y� ss L)♦' REVISION BY APP'D DATE "` s COORDINATES & BFMINGS ARE BASED e�N W H1N0�0�FO As Built Drawing See original file copies for submittal aid approval signatures, and for engineer's profess' al seal 10 96 DESIGNED: -"-METRO DATE: M -LT /DJB • Municipality of Metropolitan Saatue OCT 95 DRAWN: CHECKED: SCALE: CEDAR RIVER TRUNK RELOCATION FILE NO: DJB PHASE 3 E13 RECOMMENDED: NOTED PLAN AND PROFILE DRAWING N0: CONTRACT NO: APPROVED: C1 04 W /M1 -96 STA 12 +60 TO STA 17 +20 SHEET NO: B OF ■ 5 4 3 2 5 4 3 2 1 A C D E G AL AL AL AL O O NOTES: <y REPAIR EX IRRIGATION SYSTEM IF DAMAGED BY CONSTRUCTION 1. REMOVE AND REPLACE CHAINLINK - -- - -- REMOVE AND REPLACE SOD TO - - -- - — o - - E -- FENCE AND RETAINING WALL IF REMOVE D REBUILD �G REQUIRED. ORIGINAL CONDITION. SEE NOTE SR �D o i DISTANCE B EEN 24 ON DWG G102. STA 16 +92 9) CONIC CU B, t70' MH R10 -11 D 2. CONSTRUCTION ZONE BETWEEN - - TO STA 18 +24 / TEMP RE OVE AND RESTORE NOTE 2 pP F�P`o MH RIO -12A IS o�os P STATIONS 19 +80 AND 20 +80 IS , GUARD L, f20' � ���J 24.15' EX R�W � VERY LIMITED. WHEN CONSTRUCTING G T - PIPELINE IN THIS AREA, THE T T r iV -�N —. - -- —_ -- �S CONTRACTOR SHALL USE CAUTION .�. _ W- U 12 "W W oo Q TO PROTECT THE BUILDING AND THE h HH 42 "SS— _ - SURROUNDING FACILITY. REGULAR .- E- E E E g — G MONITORING OF THE BUILDING FOR - _ ,-- .._ -__. = - - - - - - _ _ - °os hM oconc alk O CD SETTLEMENT IS REQUIRED. QM� "~ c H dge C, o - - - r �- T G GT _ - N og N S 40'46'02" E Stone Re Wall cV I H EQONS NFAN SEA 1929 — USC&GS (nAIU51ED 194 1 DELETED CORP.. TEST STA. & REF. TO DIP OPTION DJB -L 0/9 No. �wp :'. juVEVISION BY APP'D DATE COORDINATES & BEARINGS ORE st RgEEu ,ON CWC4 NuM.0gn As Built Drawing See original file copies for submittal aid approval signatures, and for engineer's professic al seal 10 96 Vim' "nom: I-/, m E T R Municipality of Metropolitan Seattle SIC OCT 95 M -LT /DJB DRAWN: CHECKED: SCALE CEDAR RIVER TRUNK RELOCATION FILE NO: DJB PHASE 3 E13 RECOMMENDED: NOTED PLAN AND PROFILE DRAWING 1NO: CONTRACT NO: `/ APPROVED: w /M1 -96 STA 17+20 STA 21+15.1 SHEET NO: 7 0' 161 I 0 H 5 4 3 2 5 4 3 2 1 J �c. cn A R [ n E F G H A _X 42 "0 CONC; - -- PE - \ OFFSET NEW 7' \ MH AS SHOWN \ \\ I IN DET 42 "0 SS j r Ex 42"0 coNC v� PIPE J MH R10 -12A SCALE: 112 "= 1' -0" C105 STA 21 +15.14 N 178651.13 E 1664003.70 —CONSTRUCT CONCRETE CHANNELIZATION AS SHOWN 0 FILL EXISTING 42 "0 CONC PIPE WITH GROUT 3" FOR 2•1­"0 SECTION (1 "0 GALV DEFORMED STL) 6" FOR 48 "0 SECTION AND ABOVE POLYPROPYLENE ENCAPSUI_AFED STL MH STEPS (1' -0" OC) 12" NOTE: TOP RUNG SHALL BE INSTALLED BETWEEN TOP AND SECOND COURSE OF ADJUSTING BLOCKS. TYPICAL MANHOLE RUNG %A� SCALE: 1 "= 1' -0" & COVER A G1�09 STING BLOCKS METRO MANHOLE B SCALE: 1/2"= 1' -0" VAR ONS As Built Drawing See original file copies for submittal aid approval signatures, and for engineer's professi Wal 10 {/s'�eal a VV SS (ID) R OF MH BASE DEFLECTION ANGLE (0) LESS THAN 35° RIC" 35' TO < 55' 55° TO < 75° 75° & LARGER _ SEC I IUN METRO STANDARD A io LOCKING FRAME & COVER C109 CONCRETE ADJUSTING BLOCKS I 2' -0 "ID as PRE -CAST REDUCING N 3, SLAB 6„ MANHOLE RUNG -RISER JOINTS (TYP) 0 6'-0 "ID 7 "MIN I OR 7' -O "ID - CHANNEL SHELF SLOPE 1" IN 12" (TYP) z g a MINIMUM PRECAST BASE SECTION, SEE NOTE 2 CO MINIMUM CRUSHED ROCK W/ PORTLAND SECTION rl CEMENT NOTES: 1.) REFER TO SPECIFICATION SECTION 02605 UTILITY STRUCTURES FOR MANHOLE REQUIREMENTS. 2.) BASE REINFORCING: 0.35 SQUARE INCHES /LINEAR FOOT IN BOTH DIRECTIONS. MINIMUM YIELD STRENGTH = 60.000 PSI. --t-t �5 METRO MANHOLE C ♦ �� SCALE: 1/2 "= 1' -0" vAR �/ Qz 132"7'75 DESIGNED i �!� DATE: "I m E T R ® Municipality of Metropolitan Seattle OCT 95 M- LT/DJ 8 � DRAWN: CHECKED SCALE: CEDAR RIVER TRUNK RELOCATION FILE "D: - DJe PHASE 3 E13 RECOMMENDED: NOTED DRAWING NO: CONTRACT NO: MANHOLE DETAILS C106 APPROVED: W /M1 -96 SHEET uo OF 8 16 r G .. .•.., y H 147 5 4 3 2 5 4 3 2 1 ti n A r n F F G H JACKED OR AUGERED CASING SECTION 1 SCALE: 3/4" = 1' -0" - 2 - 1- 6" 1 PIPE LENGTH I 1 112" THREADED EXTERNAL O /%T1 GROUT NIPPLES © 1 - ' FILL ANNULAR SPACE ALTERNATE TOP & BOTTOM W/ GROUT--,-. 5' -0" OC. GROUT ALL VOIDS V / 42"0 CARRIER PIPE PREVENT FROM FLOATING - m E T R®- Municipality of Metropolitan Seattle DATE: OCT 9 As Bunt j Drawing Sesubmittall ail signatures, and professi 1 ® d approval r I for engineers al seal 96 DRAWN_..._..— _ ,CHECKED SCALE: RECOMMENDED: NOTED CEDAR RIVER PHASE 3 RELOCATION D: _ coNrRACT No: DETAILS APPROVED: ~ JACKING I W/M1 -96 I _ 1 a 1 l IM-LT 0/96 — .– No. REVISION BY APP'D DACE —_ '- 60 "6 CASING PIPE W/ MINUMUM 3/4" WALL THICKNESS PRESSURE TREATED & GREASED TIMBER SKIDS JACKED OR AUGERED CASING SECTION 1 SCALE: 3/4" = 1' -0" - 2 - 1- 6" 1 PIPE LENGTH I O /%T1 3-2 z� 00 � L �O 0 O U Li U Z - U - -Q U J N � U 7 7 6 DESIGNED - m E T R®- Municipality of Metropolitan Seattle DATE: OCT 9 As Bunt j Drawing Sesubmittall ail signatures, and professi 1 ® d approval r I for engineers al seal 96 DRAWN_..._..— _ ,CHECKED SCALE: RECOMMENDED: NOTED CEDAR RIVER PHASE 3 RELOCATION D: _ coNrRACT No: DETAILS APPROVED: ~ JACKING I W/M1 -96 FILE N DRAwI o E13 NG No- __ - -_.- _ 107 - -- SHEET NO: of 9 16 -- — AS CONST., DELETED SEC 2 & DET ,4 D B -_ - - - - -T l IM-LT 0/96 — .– No. REVISION BY APP'D DACE —_ 5 4 3 2 5 4 3 2 1 A R r n F F G H Ak AL UNIMPROVED AREAS PAVED AREAS �3" AC f PAVEMENT __ 5" ATB AND RESTORATION PATCHING G - - -- - - -- - TRENCH � 42" SS (r NOTES 5,6,7 & — & ti ( - - -6" 1 1/4 MINUS CR 1 15" SS -- PROTECT POWER POLE SAWCUT PAVEMENT REMOEX PAVEMENT. �✓ -' AND TELE RISER MATCH TO EX GRADE ON �('��(]" V 1'� STA 0 +00 TO STA 0 +55 WHEN RESTORING PAVEMENT I_- D _---- _. -_ - -_— - - -_ _ —_ -- STA 1 +35 TO STA 2 +75 / ------- iI� -- �- _ ',.0 AT STREET PAVING SUBSEQUENT BACKFILL ZONE \ /\ 6° NATIVE MATERIAL, SEE NOTE 2 II 6" 2" AC i i KEEP FIRE LANE OPEN —4" 1 1/4 MINUS CR DURING CONSTRUCTION T T 7% / TRENCH SUPPORT SYSTEM SUPPORT EX 2" �I \ \r \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ PROVIDED 4 CONTRACTOR GAS ® PROPERTY LINE DURING N STA 12 +85 TO STA 14 +27 CONSTRUCTION. - STA 14 +45 TO STA 14 +92 SEE CONSTRUCTION NOTE 7, ON DWG Arc STA 15 +12 TO STA 16 +95 c102 -- o �i STA 18+65 TO STA 19 +24 O I �\ STA 20 +66 TO STA 20 +80 INITIAL BACKFILL ZONE } ZONE (TYP) ao MINERAL AGGREGATE TYPE A ( ) I PARKING AND DRIVEWAY PROPERTY -- LINE (TYP) �LL 233 20° z PIPE BEDDING ZONE O PROTECT STORM DRAIN 4" PCCP AGGREGATE TYPE D s PIPING AND MANHOLES f -4" 1 1/4 MINUS CR mm I U, 2" MIN OVER EXCAVATION \I r\\ r\\ r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \r \ \ SEE NOTE 3 r\ III FOUNDATION STABILIZATION MH STA 19 +24 TO STA 19 +31 MINERAL AGGREGATE TYPE B1 UNDISTURBED EARTH STA 20 +01 TO STA 20 +06 TOE PENETRATION AS REQ'D I 15' 10' MIN 5' -6 TO SUIT GROUND CONDITIONS = " 2.5 �ASHPALT PARKING AT SIDEWALKS MAX = 7' -0" ' NOTE: STATIONING INDICATES APPROXIMATE LOCATION TYPICAL 42 "0 PIPE VERTICAL TRENCH SECTION /AA� -- -- \ TYPICAL PAVEMENT PATCH SECTIONS rl SCALE: 3/8 "= 1-0" REMOVE AND `REBUILD 106'± SCALE: 3/4 "= 1' -0" \ OF EX EXTRUDE\ GOING CURB TRENCH /PAVING SECTION NOTES FOR DETAIL A: INSTALL NEW \ SRS C.W.PHARR WINDSOR ESTATES MANHOLE ACCESS ',, 1. FOR BACKFILL MATERIAL AND COMPACTION SEE SPECIFICATIONS AS SHOWN SECTION 02200 AND 02221. J SAWCUT EX ASHPHALT PAVEMENT AS REQ'D I ASPHALT PAVEMENT MATCH 2. CONTRACTOR SHALL BACKFILL TRENCHES WITH EXCAVATED NATIVE A' 12" TO EX GROUND ELEV MATERIALS TO THE GREATEST EXTENT FEASIBLE. IN AREAS WHERE 1 1/2" CHAMFER SEE � EXCAVATED MATERIALS ARE NOT SUITABLE FOR BACKFILL, BACKFILL 2 "CLR SHALL BE CLASS -A, UNDER ANY ROADWAYS, STRUCTURES OR PARKING REMOVE EX CMU RETAINING 1/2" WEEP HOLE TYP NOM EL AREAS. CONTRACTOR SHALL USE CLASS-Cl UNDER LANDSCAPED AND / WALL BETWEEN STA 2 +22 ® 24" OC UNDEVELOPED AREAS. / (3'L) AND STA 2 +73 (28'L). 42'00' / 777 REBUILD PER 2/C108 SLOPE TO DRAIN 3. THE PIPE INVERT SHOULD BE PLACED ON A FIRM NATIVE SOIL. ANY f LIQUEFIABLE OR SOFT SOILS SHOULD BE OVER EXCAVATED AND REPLACED WITH MATERAL AGGREGATE TYPE 31. THE THICKNESS OF OVER EXCAVATION Al l \\ \ \ MAY BE ADJUSTED BY THE SOIL ENGINEER AS REQUIRED. a 12" DRAINAGE ROCK ? ® 40.00': C — CONTINUOUS 4. THE HEIGHT AND THE SUPPORT OF THE VERTICAL TRENCH SECTION SHALL BE AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND CB ( IMPROVEMENTS, AND ANY PERSONNEL, AND SHALL MEET ALL OSHA REQUIREMENTS. 40 \� 5. FOLLOWING BACKFILL OF THE STREETS TO FINAL GRADE, COMPACT AND - / - -- - SHAPE STREET FOR DRAINAGE. 6. RESTORE PAVEMENT TO THE ORIGINAL GRADE. z o� 4 ® 12" OC (TYP) z S. 7. PROVIDE TEMPORARY PAVING PATCH AS FOLLOWS: IMMEDIATELY SIDEWALK sToz o �4 ® 12' OC FOLLOWING BACKFILL COMPACTION, PLACE A 4" LIFT OF COMPACTED - -- - - 3' -1" CONTINUOUS (TYP) 1 1/4" MINUS CRUSHED ROCK AND 3" OF COLD MIX ASPHALTIC CONCRETE. ?' LLQ AFTER 10 DAYS, REMOVE TEMPORARY PATCH AND PATCH AS SHOWN ON ,j u w TYPICAL PAVING SECTIONS. o na PARTIAL SITE PLAN g RETAINING WALL SECTION 2 J� � U SCALE: 3/4 " =1' -0" _ 6,221911 az SCALE: 1" = 10' C101 C 1327'7`7 oesiLT A ®,� G ®DAR RIVER TRUNK RELOCATION Battle DATE: - -- -- - -T s Built copies raWln _ /� OCT 95 pp� s- Municipality Metropolitan -- — -- See submittall aid approval or b aAwN: cHECKEO. scnEe: FILE an: D,e M -LT 10 ) RECOMMENDED: PHASE 3 E13 _ _ _ I P O NOTED '-oR.11N No- 2 _ .REVISED SOIL TYPES SEC A DELETED GEO. FABRIC /96 signatures, and for engineer's �i _ TYPICAL TRENCH SECTION, C108 1 'ADDED NOTE TO TRENCH SECTION /951, rofessl nal seal _ — 10/96 �oNTRA�T No APFRO�E °: RESTORATION DETAILS ,G 16 No. REVISION BY APP'D DATEI - IWWP�� %��� - - - -- - I - - --- -- --- I' W,/M1_96 - sneETUO: of _V r G - - - • • H 5 4 3 5 4 3 2 7 «r s� 0 0 1 A B C D E F G H I_Fl iRS, SAM 2 Si C- IC N AND -- LIFTING HOLE DUCTILE IRON MLNSIOK_, AS ao 6' L,. EATS -- — -- r- (YP) I �I- -_��F ® LOCK POSITION CHEATS - 3/8" HIGH, - 1 -� �-- 1/2" WIDE AT TOP, .� 3/4" WIDE AT BASE, ® N SEGMENTS WHERE CAM LOCKS ARE NOT PLACED) - 2' _Oi!G � � j � I E_� � � ET R � ��� 1 5/8" (IN THREE SEGMENTS WHERE CAM LOCKS ARE PLACED) M 1/2" WEBJ _ u� CENTERLINE SECTION OF COVER (8 AT 45 -) D SECTION 3 - -i / C� -- SCALE: NONE L_- -,,��C� �CI�O � ----j 2' -1 3/4" DIA T C1�711���IIC��C�v 2-1 1/2" DIA LLLJJJJJJ LLLLLJJJJJ LLLL;;;;JJ LLJJ 2„ 1/8„ Li 3/4„ 5/8„ STANDARD METRO MANHOLE FRAME AND COVER PLAN rA-1 m 3/32„ 1 /2" WEB AS CONSTRUCTED _- — No. s - wM/e. ?7� 1 s 7 REVISION SCALE: NONE UNDERSIDE OF COVER PLAN B SCALE: NONE BY !APP'D DATE CAM LOCK 3 REQUIRED 1 1/8 "0 HOLE 3 REQUIRED 2' -9" DIA SECTION 1 SCALE: NONE As Built l Drawing, See original file copies for submittal aid approval signatures, and for engineer's professional 10 A9 seal 6 HOLE FOR STEEL COT EACH END 1/2" EVER SECTION 2 SCALE: NONE zJ o0 o� — -Q W ww Z% �J O � Q U J � 5 ®229® ®7 132`7'78 � I Q8 DESIGNED: ! DATE: "� m E T R ® Municipality of Metropolitan Seattle OCT 95 I, M —LT DRAWN: CCHECKED SCALE: -- CEDAR RIVER TRUNK RELOCATION FILE NO: DJB PHASE 3 E13 RECOMMENDED NOTED � DRAWING N0: -' STANDARD METRO DaNTRAGT Na: C109 APRRGVED. W /M1 -96 FRAME AND COVER SHEET NO OF 11 4 3 2 1 A B C n r c r u 1 AS CONSTRUCTED N REVISION wwpsi.ap/ A LEADS TO TESL STATION, SEE 0 (2) j110 AWG, (BLUE) TEST LEADS NSTALLED AND IHERMIIF WELDED 0 CASING - -, (2) #10 AWG (BLACK) TEST LEADS INSTALLED AND THERMITE WELDED TO PIPE - - - -i - _..__- -- - - - -�- -- --- -r--- -- - -- --- - --- I I -- i/ 60 "0 CASING_Ly�iiA�'iAA� CONCRETE CAP / 42 "0 CARRIER END OF CASING —/ PIP _ BEDDING CASING TEST ST N DETAIL SCALE: 3 4" f = 1— VAR �� I (D `\j " ALL EXPOSED STEEL, IRON AND COPPER COVER WITH TAPE OVER- LAPPING EXISTING COATING 6" ALL AROUND NOTES: 1. EACH CABLE TO PIPE CONNECTION SHALL HAVE A SEPARATE EXOTHERMIC WELD. 2. APPLIES TO ALL EXOTHERMIC WELDS ON COATED PIPE. CABLE TO PIPE CONNECTION DETAIL T SCALE: NTS BY IAPP'DI DATE R i 1 r 4 1/2' MIN 0 0 PIPE REF z 0 °c CASING 0 0 PI CAL H D DET IL C SCALE NTS - TESTOX TEXT STATION, SEE C 6" X 6" TREATED WOOD POSTS - 1 1/4" GALV STEEL CONDUIT- 24" X 24" X 8" CONCRETE PAD— CONDUIT BUS SEE CAST ALUMINUM HEAD TERMINAL BOARD EAL CONDUIT EN NO . ATERTIGHT WITH IN ULATION F AM F ING OR 1/ CONDUIT V) Z. CORROSION MONITORING STATION SCHEDULE N0. STATION DESCRIPTION 1. 0 +87 RAILROAD EASEMENT 2. 2 +68, 201 PRIVATE PROPERTY EASEMENT 3. 7 +52 WSDOT EASEMENT 4. 10 +52 WSDOT EASEMENT 5. 12 +77 PARKS DEPT PROPERTY z� U 1- 1111e)" H 0 0 FIELD TEST STATION DETAIL D z SCALE: 3/4" = 1' -0" - S -2291143-277 �- = 9 'DESIGNED: IM-LT ��,� m E T R ® Municipality of Metropolitan Seattle OCT 95 As Built _ Drawing, See on inol file 9 copies for P DRAWN: j CHECKED SCALE: CEDAR RIVER TRUNK RELOCATION -�i "LE No, - ..- submittal aid approval DJB PHASE 3 E13 signatures, and for engineer's RE NONE NONE CORROSION TEST STATIONS DRAWING No: prof ie ®I 96a1 APFRGVED: - -_, CONTRACT N0: - -, C W /M1 -96 -- -1.10 _ _ SHEET NO of 12 16 n_ U 1- 1111e)" H 5 4 3 2 I �G A B C n r .. .. I 1 00 +1 00 I\ In LU J 2 I I 1 JAS CONSTRUCTED No. I WWP.?'�uA j REVISION A TT `BEGIN HDPE SUP LINING \ 41 TERMINATE NEW 12" HDPE AS IT ENTERS THE EX MANHOLE. DO NOT RECHANNEL MANHOLE. SEE NOTE 2 �< \\ � 1 1O 6� 1 \sti P 9oh1�5Ohu BY I APP'D I DATE 0 EX 42 "0 PIPE WITH NEW 12" MIN ID HDPE SUP LINING, SEE NOTE 6 (TYP) N 1 ST ST SD PLAN 50 0 50 100 150 FEET (1 " -50'f) A C203 TYP =6" 50 0 ' 50 100 1 I I I FEET (1 " =50'f) �Q `I' �� ml 41 G I I I \I ao t10 Z Z II � I I I I CO �1 , g5 �QIN � O OD m TYP EX 10' W EASEMENT Z a � U JQ j I \ Io0 on 0 Z o= LLo N W 1�\�15 �$�5$1 � Na X16 _ ® ®9 LL� az 132780 NOTES: 1. REFER TO EXISTING SEWER AND LATERAL CONNECTION SCHEDULE ON SHEET C204 FOR ADDITIONAL INFORMATION AND DATA. 2. THE 42 "0 SEWER DROPS 15t FEET BETWEEN MH R10 -1 AND MH R01 -23. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING IN THIS AREA. 3. CALL 1- 800 - 424 - 5555 48 HOURS BEFORE YOU DIG. NO REPRESENTATION IS MADE AS TO THE EXISTENCE OR NON- EXISTENCE OF ANY UTILITIES, PUBLIC OR PRIVATE. ABSENCE OF UTILITIES ON THESE DRAWINGS IS NOT ASSURANCE THAT NO UTILITIES ARE PRESENT. IF BURIED UTILITIES ARE SHOWN, THE LOCATION AND DEPTH ARE APPROXIMATE ONLY. THE EXACT LOCATION AND DEPTH OF ANY UTILITY SHALL BE DETERMINED BY THE UTILITY COMPANY PRIOR TO ANY EXCAVATION. 4. REFER TO SPECIFICATION SECTION 15072 FOR HIGH DENSITY POLYETHYLENE (HOPE) PIPE SUP LINING. 5. FOR ORIGINAL CEDAR RIVER TRUNK AND ITS FLOW CONDITIONS, REFER TO "CEDAR RIVER TRUNK - SECTION 1' AS BUILT PLANS, AND THE INSPECTION VIDEO TAPE. 6. DURING THE HDPE SUP LINING PROCESS, THE CONTRACTOR SHALL ANCHOR THE PIPE TO PREVENT IT FROM FLOATING. As Built Drawing See original fle copies for submittal aid approval signatures, and for engineer's profess* al seal 10 96 DESIGNED: ®,I DATE: M -LT /DJB w/,� ° ' ® Municipality of Metropolitan Seottb OCT 95 DRAWN: CHECKED: SCALE: ORIGINAL CEDAR RIVER TRUNK Fff NO DJB REHABILITATION G45 RECOMMENDED: NOTED ALIGNMENT PLAN DRAWING ^NO: CONTRACT N0: C201 APPROVED: W /Mt -96 STA 0 +00 TO STA 19 +80 SHEEP NO:'�OF'� 4 7 5 4 3 2 A I + I" 00 00 8 r. Q I I N/ clo �Q WIJ Z ci Z r �(TYP) EASEME a U U 2 NO 3 STONEWAY Q, 2k 0 <t �S P ��gw� �5 i al seal 96 Q I I N/ clo �Q WIJ Z ci Z CARCO THEATRE �(TYP) EASEME for 2 NO 3 STONEWAY �p PQPe o� EX 42 "0 PIPE WITH N��26X e� ow profess' 10 al seal 96 NEW 12" MIN ID HD E � X10 X620 IIw �6w g - SUP LINING (TYP) \66 W - - - - _ _496_90' NOTE 1 JSEE NOTE 24 5 =.0031 - P) - -- - -_ I ON DWG G102 B U N N C204 S— Q I I N/ clo �Q WIJ Z ci Z A co F "SD W I� I0 2) O I ASHPHALT PARKING LOT CEDAR RIVER PARK CEDAR RIVER PARK CONN SEE NOTE 24 0 ON DWG G102 a co Ss_O0 - -___ - - - -- - H R -9 �UP - STA 309 1 46 5 / N 178460,37 E i 663346.63 �MH Ri0 -8A STA 31 +26.31 1 1 AS CONSTRUCTED I DJB -L 0/9 No. wwA REVISION BY APP'D DATE 1 -405 A c Lim F aG U, 6X 6� 06 F. 662 1 C203 r �o������ Ez oF. O� Vod. rp y CARCO THEATRE �(TYP) EASEME for 2 NO 3 STONEWAY �p CONCRETE for engineer's profess' 10 al seal 96 NP N� � X10 X620 G g A co F "SD W I� I0 2) O I ASHPHALT PARKING LOT CEDAR RIVER PARK CEDAR RIVER PARK CONN SEE NOTE 24 0 ON DWG G102 a co Ss_O0 - -___ - - - -- - H R -9 �UP - STA 309 1 46 5 / N 178460,37 E i 663346.63 �MH Ri0 -8A STA 31 +26.31 1 1 AS CONSTRUCTED I DJB -L 0/9 No. wwA REVISION BY APP'D DATE 1 -405 A c Lim F aG U, 6X 6� 06 F. 662 1 C203 r �o������ Ez oF. O� Vod. rp y CEDAR RIVER /* PROPOSED 42 "0 CEDAR RIVER TRUNK RELOCATION PH 3 LL-' MAINTENANCE AIN ENANCE 12" HDPE AS EX MANHOLE, / �J C203 � by / ASHPgLT PARKING NOTE 6 (TYP) LOT ___469_ _ 30' --- - - - - -- - - -- ___ _ - - -5 =.006 - ------- - - - - -- UP•.. MH RIO -10 / STA 37 +78.45 E1166 478.09 3815.59 J PLAN 50 0 50 100 FEET (1 " =50't) �e i s / t9 DURING PH 3 TYP EX Drawing �(TYP) EASEME for 2 NO 3 STONEWAY �p CONCRETE for engineer's profess' 10 al seal 96 NP N� � X10 X620 G g CEDAR RIVER /* PROPOSED 42 "0 CEDAR RIVER TRUNK RELOCATION PH 3 LL-' MAINTENANCE AIN ENANCE 12" HDPE AS EX MANHOLE, / �J C203 � by / ASHPgLT PARKING NOTE 6 (TYP) LOT ___469_ _ 30' --- - - - - -- - - -- ___ _ - - -5 =.006 - ------- - - - - -- UP•.. MH RIO -10 / STA 37 +78.45 E1166 478.09 3815.59 J PLAN 50 0 50 100 FEET (1 " =50't) �e i s / t9 DURING PH 3 TYP EX Drawing �(TYP) EASEME for 2 NO 3 STONEWAY �p CONCRETE for engineer's profess' 10 al seal 96 END HDPE SLIP LINING As Built Drawing See original f177—pies for submittal aid approval signatures, and for engineer's profess' 10 al seal 96 r. M NOTES: 1. REFER TO EXISTING SEWER AND LATERAL CONNECTION SCHEDULE ON SHEET C204 FOR ADDITIONAL INFORMATION AND DATA. 2. INSTALL 4 FOOT DEEP GROUT PLUG INTO THE END OF THE EXISTING 42" RCP AS IT ENTERS THE MANHOLE. PLUG ABANDONED PIPES ONLY. 3. ABANDON IN PLACE EXISTING 42" RCP, SHOWN BY DASHED LINE. 4. CALL 1 -800- 424 - 5555 48 HOURS BEFORE YOU DIG. NO REPRESENTATION IS MADE AS TO THE EXISTENCE OR NON- EXISTENCE OF ANY UTILITIES PUBLIC OR PRIVATE. ABSENCE OF UTILITIES ON THESE DRAWINGS IS NOT ASSURANCE THAT NO UTILITIES ARE PRESENT. IF BURIED UTILITIES ARE SHOWN, THE LOCATION AND DEPTH ARE APPROXIMATE ONLY. THE EXACT LOCATION AND DEPTH OF ANY UTILITY SHALL BE DETERMINED BY THE UTILITY COMPANY PRIOR TO ANY EXCAVATION. 5. THE CONTRACTOR SHALL NOT EXCAVATE BETWEEN STATION 23 +08 AND STATION 26 +60, UNLESS EXCAVATION PIT IS APPROVED BY THE ENGINEER. 6. DURING THE HDPE SUP LINING PROCESS, THE CONTRACTOR SHALL ANCHOR THE PIPE TO PREVENT IT FROM FLOATING. -MH R10 -12A STA 40 +32.30 N 178651.13 E 1664003.70 -MH R10 -11 STA 40 +56.45 N 178655 .88 E 1664020.57 EX 42„ CEDAR TRUNK z� o� 00 z Sm&2291JA w Nw � NU QU 132781 �y 1/:/ ■ ! i rE T R O Municipality of Metropolitan Seattle DATE: OCT 95 SCALE: ORIGINAL CEDAR RIVER TRUNK FILE N0: REHABILITATION G45 NOTED ALIGNMENT PLAN DRAWING N0: CONTRACT N0: C202 W /mi -96 STA 19 +80 TO STA 41+38 SHEET N.: 0' F111111111111 ©1 k1ml 2 5 4 3 2 1 A a a n E F G H e 12' MIN ID IiDPI LINER NEW GROUT CHANNEL SHALL FOLLOW INVERI OF EXISTING CHANNEL (TYP) - \ Y + I/ EX 8" SEWER i / -CONIC COLLAR / o PREVIOUSLY FILLED AND ABANDONED EX MANHOLE R10 -6 & R10 -6A SCALE: 1/2"= 1'-0" C202 PREVIOUC AND ABA[ AS CONSTRUCTED — DJB M- ('10/96 N.. I +m REVISION BY APP'D DATE �O STRAIGHT CHANNELIZATION PLAN SCALE: 1/2" = 1' -0" EX MANHOLE R10 -6C (M SCALE: 112 "= 1-0° C202 12" MIN ID HDPE LINER I I I 42 "0 DIP & RCP I I I I HDPE PIPE SHALL BE CONTINUOUS I I THROUGH THE MANHOLE. THE CONTRACTOR SHALL REMOVE THE TOP HALF OF THE PIPE, AND GROUT IN PLACE SIMILAR TO SECTION 0 r 1 CURVED CHANNELIZATION FLOW PLAN SCALE: 1/2" = 1' -0" 12" MIN ID HDPE LINER 42"0 DIP & RCP RE- CHANNEL TO SUIT NEW PIPE INSIDE DIAMETERS (i (P) As Built Drawing' See original file submittal aka copies for approval signatures, onj, for engineer's professi 10/96 nal seal BLOCKS IEL SHELF SLOPE 12" (TYP) NEW CHANNELIZATION 12" THROUGH MANHOLE =X MH CHANNEL BOTTOM O'D TO ACHIVE 1" MIN THICKNESS E 00 Z CC SECTION � ^Jo o N Q TYPICAL EXISTING MANHOLE C ®22 91® t Ju ?_ SCALE: 112 "= 1' -0° VAR Q? 132'782 DESIGNED: DATE: m ra T R ® Municipality of Metropolitan Seattle GC_ 951 M -LT /DJB DRAWN: CHECKED -SCALE : ORIGINAL CEDAR RIVER JNK NO DJB REHABILITATION G4:: :- - NOTED RECOMMENDED - EX MANHOLE PLANS, N APPR °�° W / M i -96 AND S E CT I O N °sPR . "� ' o -J.c . -- - - 6 G H a 3 2 1 e R NFIq III %PI P 2.5 x D 12 x d CEX GRADE MIN MIN NOTES: \-EX 42" PIPE 1, INSIALL SHORING AS REQUIRED IN SPECIFICATIONS. 2. d = OD OF THE NEW 12" HDPE PIPE. TYP INSERTION HOLE DETAIL SCALE: NONE - E" CO AND COVER SEE C-:` OF RENTON STANDARD D - BW 8B PAGE B076 INSTALL FLUSH WITH ^PVLMEN-1 SURFACE INSTALL BRASS SCREW TYPE PLUG FITTIN PAVED AREAS ANCHOR PIPE WITH GROUT, ALL AROUND (TYP) EX 8" CONN SEE NOTE 1--7 FLEXIBLE COUPLING STRAPPED TO PIPES UNIMPROVED AREAS AT SIDESEWER CONN DETAIL SCALE: 3/4" = 1' -0" 1NG PAVEMENT CAL CLEAN OUT PLUG EARTH OR SOD TICAL CLEAN OUT i PLUG CORE DRILL AS REQ'D (TYP) 42 "0 RCP OR DIP 8" TEE 2" MIN ID HDPE 1 DELETED GROUT ENCASEMENT. AS CONST. - IDJB'M -LT10 /9 NN�j� jdREVISION BY iAPP'D DATE n F v TYPICAL PIPE REPAIR PLAN AT ACCESS PIT C SCALE: NONE - U F G 1 G EXISTING 42 "0 SEWER & LATERAL CONNECTION SCHEDULE MH BEARING - CONC ENCASEMENT - NEW 12" MIN ID HDPE a '2" MIN _ (TYP) N SLOPE LE IE t 42" PIPE MATL COMMENTS ____10Z'96 2. THE CONTRACTOR MAY REMOVE PIPE AND z� REPLACE IN KIND AS APPROVED BY THE ENGINEER. R10 -1 z 31.80 18.90 00 zo 1 REFER TO SPECIFICATION SECTION 15072 _j BEGIN SLIP LINING PROJECT LIMIT OF SAW CUT EX PIPE I (TOP HALE OF PIPE ONLY, I - - -- -L -- -- MIN LENGTH = 12 X OD - - -- - -1 -- I Qz 33.10 OF THE NEW HDPE PIPE) \\ SEE NOTE 2 -- - I I - - - -- 550.00 23.00 RCP 8" PVC LAT CONN, GRID EL 35.00 R10 -3 --- L--- \------- - - - - -- `- EXISTING 42 "0 PIPE I- 22.55 v TYPICAL PIPE REPAIR PLAN AT ACCESS PIT C SCALE: NONE - U F G 1 G EXISTING 42 "0 SEWER & LATERAL CONNECTION SCHEDULE MH BEARING EL GRID EL MH IE SLOPE LE IE t 42" PIPE MATL COMMENTS ____10Z'96 2. THE CONTRACTOR MAY REMOVE PIPE AND z� REPLACE IN KIND AS APPROVED BY THE ENGINEER. R10 -1 z 31.80 18.90 00 zo 1 REFER TO SPECIFICATION SECTION 15072 _j BEGIN SLIP LINING PROJECT S 44 °40'53" E 0.004 438.91 RCP 22®® R10 -2 I Qz 33.10 20.67 S 44 °01'49.5" E 0.0034 550.00 23.00 RCP 8" PVC LAT CONN, GRID EL 35.00 R10 -3 36.00 22.55 S 44 °01'49.5" E 0.0031 550.00 RCP R10 -4 39.10 24.23 _ S 85 °01'40" E 0.0031 258.92 RCP R10 -5 39.50 25.04 S 47 °00'24" E 0.0031 496.90 27.93 RCP 8" CIP LAT CONN, GRD EL 41.00 __ R10 -6 42.60 26.52 32.10 8" DIP LAT CONN @ MH N 55 °33'13" E 0.0264 13.63 DIP _ R10 -6A 41.30 25.16 S 56 °41'57" E 0.0035 352.09 DIP R10 -613 44.00 27.39 ? 8" PVC LAT CONN ® MH S 40 °47'05" E 0.0131 160.23 DIP R10 -6C 44.20 29.49 S 17 °29'55" W (6Ca) 0.0131 1.44 RCP R10 -6C 44.20 29.49 S 72 °30'05" E (6Cb) 0.0069 140.19 RCP R10 -8 30.58 34.18 6" PVC -AT CONN A MH S 88-24'34!'-E __43.94 0.006 164.00 RCP R10-8A 45225 31.56 6" AC I-AT CONN @ MH S 88 °24'34" E 0.006 182.84 RCP R10 -9 45.71 32.66 35.49 8" CIP LAT CONN © MH N 87'50'10" E 0.006 469.30 RCP _ R10 -10 46.58 35.48 END SLIP LINING PROJECT N 47'30'15.5" F_ 0.006 253 .85 RCP R10 -12A 5D.00 36.87 -- NEW PHASE 3 MH N 4_7 °30'15.5" E 0.006 24.15 RCP _ R10 -11 52.47 37.14 As Built Drawing' See original f le copies for Submittal aid approval signatures, and for engineer's professi al Seal ____10Z'96 i SECTION SCALE: NONE !V4�9 155 H EPLACE TOP HALF F PIPE AFTER JSTALLING HDPE ONCRETE ENCASEMENT EAL WITH DRY PACK ROUT NDISTURBED EARTH IYP) 42 0 RCP OR DIP >EE SCHEDULE 2" MIN ID HDPE -INER, STRAP DOWN VITH 1 1/4" SS SANDING ® 50' OC IND ANCHOR WITH /2" SS CINCH \NCHORS 2" MIN ID HDPE TYPICAL EX 42 "0 PIPE DETAIL D SCALE: 3/4" = 1' -0" - NOTES: 1. MAINTAIN EXISTING SEWER FLOWS DURING CONSTRUCTION. 2. THE CONTRACTOR MAY REMOVE PIPE AND z� REPLACE IN KIND AS APPROVED BY THE ENGINEER. z 00 zo 1 REFER TO SPECIFICATION SECTION 15072 _j FOR HDPE SLIP LINING. ? _¢ G I N W U fn Q U J N 22®® I Qz 132'783 DESIGNED: ,r DATE: /1 m E T R ® Municipality of Metropolitan Seattle M - -LT /DJB OCT 95 DRAWN: CHECKED: SCALE: RL' NO ORIGINAL CEDAR RIVER TRUNK DJB I III REHABILITATION G45 RECOMMENDED: i NOTED I DRAWING N0: CONTRACT NO -_. -� MISCELLANEOUS DETAILS C204 APPRGVE -- 1 / AND SCHEDULE - W M1 -96 sI1EEr NO of 16 16