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HomeMy WebLinkAboutzW-3673SetRm p R�,Z C �rn CP cr W I ru m �] D co 1 N lm w a z F_ U Lu O ry n 1. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT -IN CONNECTION TO AN EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY CUT -IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1 % CHLORINE SOLUTION PRIOR TO INSTALLATION. 2. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. J. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. CIVIL ENGINEERS & LAND 2009 MINOR AVE. EAST SEATTLE, Washington 98102— 3513 SURVEYORS (206) 323-4144 1-800-935-0508 FAX# (206) 323-7135 E—MAIL: info@brhinc.com NO. RECOMMENDED FOR APPROVAL BY BY REVISION W TW 1 0 W w c/ / WA TER NOTES: A13' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. A2REVOVE EXIS77NG FIRE HYDRANT. AiCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VAL VES) Q4 REPLACE EXIS77NG 314" WATER SERVICE W77H NEW 1 " WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. A5POTHOLE IN THIS LOCAT70N AHEAD OF WATER MAIN INSTALLA 77ON TO ESTABLISH LINE AND GRADE. A6APPROXIMA 7E LOCA 77ON OF EXIS77NG SANITARY SEWER SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA 77ON AND DEP7H LOCATE WATER MAIN PIPE JOINT A MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS. -VITRIFIED CLAY RE-SEC77ONED WITH PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETE: RE-SEC77ONED WITH ROMAC SADDLE -PVC: RE-SEC77ONED WITH RIGID COUPLINGS OR A ROMAC SADDLE W=367301 SURVEYED: SCALE: DATE: BRH VERTICAL- NAVD 1988 N E 5TH P L As Noted HORIZONTAL• NAD 1983/1991 �► 9-4-13 DESIGNED: CITY 0 � RENTON WATER MAIN REPLACEMENT PROJECT FIELDBOOK: DRAWN: AW ONE INCH - I DRAWING NO: CHECKED: AW, ACi AT FULL SCALE ----::. Plan ning/Building/Public Works Dept. EDMONDS AVE / NE 5TH PL STA 35+70 to 38+50 2013009.00 IF NOT ONE INCH PR APPROVEDD:G SCALE ACCORDINGLY J> BY DATE A PSHEET: OF: W-1 5 IWI-1316171317 T a y rn � y z �z� �Nr 1 N CSC) m y 1 W �d 7� O rr� n D � p D D .�J mo ;Do 5D 31 c 0 1 4 FG 262.32 7227502500 I 605 EDMON DS Al- 23.04P 11 P N, 472271'.2.�lNE6th os NE tn PL 1-09 FG,280.T ]22 502195 578 EDMONOG AVE NE 34 23.63E 20 2 ]22]502190 _ 5]2 EDMONDS AVE NE 1IA( l R) 34a]8.]4 22.16E 19 ]227502185 EDMONDS AVE NE 1V568 FG 2� YG 18 � :.. 7227502180 36a53.36 2502 NE 5th PL 2F8 280.44 %.. 77 e 1- 91(te 21yA3} R - USA,aI. BOrr ]22]5021].t A 2506 NE 5f, Q. c 16 d x 7227502170 yC A,�s�e25 14 NE 5th PL / FG 283.6036,25.86 4'e 251 •rq 9L„o BF `4 S lea. / i„'8 NL �JPL 284 20 GG 285.28 No 1HR0\ +6349R99 -� 66 - FG 282.62 71263DOO 0 NONEW512. 532 EDMONDE AVE NE 14 ]22J 2160 2524 NE 5th PL ® FG8286E U 2 H � C 0 3 o � o p I 0 0 0 U ^ y m - c � s n n E a U ' EG F J 003 0y n 3 W OI m N % L a)C ,E �5 1c ®RE�OF6 AF e'X6'FEO `l V/ W III Forme T°Girruser .. cuR6 � vo�, C6. °t �... � 3 l STA. 4f+93.3 22.BYT 1- 8' G TEE (F) W I- B 45' BEND MJ w W W N 2 - B- GV IER OL) W/ MEGA -LUG MEGA -LUG THRUST 13LTHRUST RESTRAINT fOMa ADD GUND - CONC. THRUST BLOCK 1 0 1 3 1 2 1 1 f- Tao, ADAPTER 1 6 ]8 NE - 7227502155 7227502150 1 0 STA. 41+]30 12.s Lr ]zz Jsaza9a zJoa NE 2528 NE 5th PL T22]502145 ]22]502140 1 1 2604 NE Slh PL 2608 NE 5lh PL 1 - B- 1TY4' BEND (M✓ J) W/ 550 FERNDALE AVE WE ."�v Su•G4[v � Iv 2612 NE 5lh PL MEGA -LUG THRUST RESTRAINT 1 - CONE THRUST BLOCK STA. 41+9aA MILT En STA. 39+586 19.)Yl STA. 41+SJ.6 21.1YT i - B- 45' BEND W/MEGA-LUG 1 - B-x6- REDUCER I_ I �y FIy 1 - F.H. ASSEMBLY I - FN ASSEMBLY 288 L THRUST RE51RA/NT THRUST RE5)RAI Y////////////////A iE-2m o(e 1 1) 1 - B- SPOOL 1 6- SP001 STA. 41+J3. SAY' 1 - 6- TRANSITION C r/T�CI, _ 12 41a 4 69 XC 1•�oTL FG 28]13 _48 FG 287.51� 19.04E iL= ( cNP w; a «99059 M -VI U AIN 1 9FG �BGge 1 COVG THRUST BLOCK FG 28661 8 FG 286 61D . 2.30 GFG ze6.92 W a 1. iL S 6 4 .89E rF/-1 T46L 95 3 a].91L `FG '286.70 FG 28776 a0a30.84 1.8(18. To 8' ➢.I. ! a �" 288A3 �� �j 1].n]0. 3R iL- 81.sool"� NO e� 283.68 4 ^ f 1 _:d I 3R I GRAPHIC LE SCA 15 0 15 30 60 1 INCH = 30 FT AMERICAN SURVEYING & ENGINEERING, LLC CONDUCTED THE FINAL ASBUILT SURVEY JULY 24, 2014 AND PREPARED THE FINAL RECORD DRAWINGS BASED ON A COMBINATION OF DATA COLLECTED FROM SAID FIELD SURVEY AND THE REDLINE AS -BUILT MARKUPS TAKEN FROM R.L. ALIA'S RED PENCIL MARKUPS OF THE ONSITE CONSTRUCTION PLAN SET PROVIDED BY THE CONSTRUCTION CONTRACTOR. THE INFORMATION SHOWN ON THESE DRAWINGS REFLECTS THE AS -CONSTRUCTED DATA AT THE TIME OF SURVEY AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL POSITIONS MARKED ON THIS ASBUILT DRAWING WITH ENGINEERS STATION AND OFFSET WAS FIELD LOCATED ON JULY 24, 2014. FG 28YAT - G�vt:R. 22 • Ffi 28744 yq. • iL 8939a0)ft92 26 STA. 19+58.7 f - B TEE MJxFL BLG 1 - B- Gv (MJ) f - 6-GV (FLXMJ) Y/i➢MMS//il 7126300061 B 2519 NE 51n PL `. `.A '. 34..;LDPPERFG 287.24 _ ..,. -. .. G 28851 640.26 STA. 92+025 12.6YT � � O L-zas.IXe"cN i - B- ifY' BEND (MJXMJ) W/_^ - T /1 /-y •«._ Ye"COroEn MEGA -LUG THRUST RESTRAINT +, V i O ST STA. 41+559 9.4'LT 1 - B TEE MJX W MEGA -LUG STA. 4.T+04.0. 15.JRT \ O �/ pJJJ, THRUST RES]RA/N' 1 - B- 45' BEND (MJ) W/ MEGA -LUG THRUST RESTRAINT ~ v W 1 - CONC.THRUST a"1 1 - 6-GV (FLXM✓) ( -COVE THRUST BLOCK r'�!!��;( 6 41 STA 4 10. 25]'Ri E'zass°I sor u2 rFt 7126300060 2529 NE Sln PL 3291fi004D0 40 3291800390 (Ma) 1 - B- 45, BEND W/ MEGA -LUG THRUST RESTRAINT A$E Job NO. 2607 NE Slh Pi 2 3 NE 5tn PL - 1 8" THRUST BLOCK 1 - 6- �° 1 - B- TRANSITION COUPLNG 1345 W-367315 SHEET 1 of AMERICAN SURVEYING & ENGINEERING, LLC CONDUCTED THE FINAL ASBULT SURVEY JULY 24, 2014 AND PREPARED THE FINAL RECORD DRAWINGS BASED ON A COMBINATION OF DATA COLLECTED FROM SAID FIELD SURVEY AND THE REDLINE AS —BUILT MARKUPS TAKEN FROM R.L. ALIA'S RED PENCIL MARKUPS OF THE ONSITE CONSTRUCTION PLAN SET GxnPHic scnit PROVIDED BY THE CONSTRUCTION CONTRACTOR. THE INFORMATION SHOWN 15 0 15 30 60 ON THESE DRAWINGS REFLECTS THE AS —CONSTRUCTED DATA AT THE 1 xJcx =so Fr. TIME OF SURVEY AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL POSITIONS MARKED ON THIS ASBUILT DRAWING WITH ENGINEERS STATION AND OFFSET WAS FIELD LOCATED ON JULY 24. 2014. c Y6'REO OL(�YBLOC L^ 4TRRlRT& O 3 m - IRB o I 0 o w rov®® pEp� o TIE INB'Dl BLOCIf N U ^ c • W gsz. - 15 V STA. 45+68.J 30.0'LT p` TOP 1 -CONCRETE DEADMAN BLOCK y 3 J22T5020J5 PE lNB'D. y O `m 2708 NE 5tn PL L 'COPPER STA. 45+68.3 230'LT STA. 48+27. ]3.01T a' L 13 NAM' 14.7'L7 -CUT-IN B GV MJxMJ ` ` 3 7227502070 1 - B 46'BEND MJ W - 48+26.59 7227502065 1 H. ASSEMBLY T193L 2 - 6" SPOOL UT n E a %'COPPER 2112 NE - PL 2716 NE Sin PL 44+91.50 MEGA -LUG THRUST RESTRAINT I - B x10" INCREASER (MJxMJ) 8 n STA. AT+OA 4.22T 08L FG 293.13 1 - CONC. THRUST BLOCK 1 - 10" SPOO4. T22T800665 FG� 296.08 2 - B. IRANSIn. COUPLING V 1 - 8"1" TEE (FL6L) _ ST. 45+86. 47LT I - 10' TRANSIRON COUPLING 551 INDEX AVE NE C w c W REDUCER W/ MEGA -LUG 2 - 8" GV (E U) i 8 x6 TEE MJxFL STA. 45+75J /6.71T STA. 46+36.114.01T 0 E = o RUST RESTRAINT I - 8"GV (n' J) W/ MEGA -LUG I e" GV (M✓) 1 - B AS'BEND MJ W 1 - B xB CROSS M.ArMJ - x SPOOL FOLLONER GL,1ND (SOUTH) �� i B" CV (FLxM✓I MEGA -LUG THRUST R£SIRA/NT 2 - 8"GV (MJxMJI 2 - 6" SPOOL = o ? / - CONC. THRUST BLOCK 6 - B" SPOOL 2 - 6" TRANSITION COUPLING U 7RAN5/TiON COUPLING J 2 3 ~ 44+2605 STA.4.71T STA. 45+75. 4.7', 1 - B" 1W BEND (MJxMJ) J 0 3 1 - 8" 1 ' BEND (MI W/ n.T6L i - 8 x8 1EE MJxMJ W/ W/ MEGA -LUG n ; W 4 14989E 02 T'L CON THRUST B OCK o CONC NRUST B OG CONC. THRUST BLOCK 6L cr n 2 - 8" GV NJ) 57A. 46+OA5 A7'LT C W01 G 293.03 B XB EE MJ N✓ W s 01 •[ FG 28892 289.]I W/ Top e' CONC. THRUST BLOCK STA. 4B+SO.Ot 14.51i [ I..ly _ •. 29L1B Lz��F ,c6]L Tee 28903 1 B CV (MJ) o - °52(s i - B GV 'MNCREASER V x (� _ _ FG 289.32 292.80 45+T4.22 FG 29359 1 BN10 / .[ [ u 5 ]6L TOP of e' ee 28 SL L I IO" WOOL TINS 46+0344 T 48+38 1 - 10" IRAN51110N COUPLING [ 48+ W 3.Oi 1 I _ CONC OEADMAN BLOCK C 4.22E 46 3.12 C � [ W O6 289 35 29 T \ III 4 3.22E To 8' Tees 28282 Q W (12y ) 46+04 C� pp yy eoT 3.37E e"O.IT FG� 2� \\ �. 8'SLEE - iE 2so is 45+6T.58 Dl. 3 . Ffi 29338 250'TOPB' ... L2ea/(s'ca N) - 4.43E :..::• �T/E/N 'Hicl�w/.v analt • ,. ' �.. ,.- STA 4J40AI 54;RT In'� (1 8 ) t,lJr 1 -CONCRETE DEADMAN BLOCK 0 0 Eno L ­291STA. 46+04. 6.31T - 91 0(IS nos [) 1 - B" 45' BEND (MJ) W/ a9(o'^� w) 1 cs MEGA -LUG THRUST RESTRAINT 289' L aes e(e'crna w/ I - COVC THRUST BLOCK =� ,� l cy 0 se(a"2 EB Pi�iii!X7JlTT//A STA. 45+95 15O'RT ? $, s.a(eoT 2es r%;(?%?%?i�i� '��%7� 1 - 8-45- GA �D �JI R 1 - 8 SPOOL V MEGA -LUG THRUST RESTRAINT 1 - 6'r6" REDUCER (MJ) 1 - CONC THRUST BLOCK 1 - 6" SPOOL a u) 1 1 - 6" 7RAN5/RON COUPLING - _ -- 7236300005 2. 21 NE Stn P_ ..V- NE Q W W N U N d N 1 B'O.L Wq R (� Iry con 1 ✓AL ✓E rj �EOPv' \D 4 W R x a E�S,N�B°�, � o ®T/E,N '� 'O/WA R TEE6.4tl' O�TE I� I B'xB'REDUGER �//•�1 e 250'TOP8' T/CURB TO N0.P ` 3EGACH IN �TIEIN x ( N B'x>0'REO(/GE W e'WAE;SNEOBG HWWSTALEDpN ExIST,B , O z a G43LNEBE�NGONTHE STOEE.F�TT/ SLEE✓E u° B L RE BOUCE�� ,1°✓ERT B'SLEE✓E ARETNESAME D/.�TIElN LTFRO.N' l BEN PROFEILF XIST/NG STORM11.4 EXAST/NGe(O./. GOESOVE N ORAINMANHIXE � Z W �I STORM. aONOTINSiGLL gEryp� J I8'x6'RE(Nk'ER �/ ✓A( 11 \ \ ` j {MI rTW 5W 8'x 6'RE()UCI� O `EpET/NG STORM I� I� F-I NEWB'D, o Z � I ASE Job No. 1345 W-367316 SHEET 2of2 8/2014 LIJ Q z 0 LLJ 0 ry 3 I x / 3 0 0 0 O M 0 N 0 w a z w J L, co M N Ii H ►� 13 60 7227502155 h PL 2528 NE 5th PL T STA. 39+58.6, 19.11T1 — F. H. ASSEMBLY GAS I SS TV'd -,c. SERV ? APPX LC( w I 4 W 1 - —27B pWIM cwe W &-w(P w Q n —27 nm a I E O —27A STA. 41 +93.4, 12.81T 1 — 8 x8" TEE (FLxFL) 2 — 8" GV (MJxFL) W/ MEGA —LUG I FOLLOWER GLAND 12 E E 5th P I 1— FLxMJ ADAPTER 7227502150 1 o STA. 41+73.0, 12.8'LT 2604 NE 5th PL 722NE 5th 0 1 — 8" 11%4' BEND (MJxMJ) W/ 11 2612 NE 5th PL MEGA —LUG THRUST RESTRAINT �//�1/��� 26082NE05th 5PL 1 — CONC. THRUST BLOCK 6 STA. 41+53.6, 21.1'LT 1 — F. H. ASSEMBLY EX. 6 "W TO BE SS TV'd ABANDONED STA. 41+35.8, APPX Loc. I ss TV'd 5.4'L T 4 APPX LOC. 4 2 1 — 8" 11%4-BEND (MJxMJ) W/ BM "B" L D -0.5 MEGA —LUG THRUST RESTRAISZ TR. T F.H. Dr M CO C. THRUST BLOCK ELEV 510.M �WM -- - _ =2cw cw 0 M TCd P co B (- wM 4 STA. 39+58.7, 5.7L T SS TV'd 1 — 8" TEE (MJxFL) W/ THRUST APPX LOC. BLOCK 1 — 8" GV MJ 1 — 6-GV (FLxMJ) 6 7126300060 2529 NE 5th PL —ASPH— _ j I G CB-29 CB-29A. Sd� SdE d MBWM 2'G P -- ECd •P • �I HANS�� 4 SS TV'd APPX LO STA. 41 +55.9, 9.41T 1 — 8" TEE (MJxFL) W/ MEGA —LUG THRUST RESTRAINT 1 — CONC. THRUST BLOCK 1 — 6-GV (FLxMJ) WATER NOTES: A6APPROXIMATE LOCATION OF EXISTING SANITARY SEWER A13' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR A2REWOVE EXIS77NG FIRE HYDRANT. SHALL P077-IOLE IN ADVANCE TO DETERMINE EXACT LOCA 710N AND DEPTH. LOCATE WA TER MAIN PIPE JOINT A AjCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.• Q4 REPLACE EXISTING 3/4" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL —VITRIFIED CLAY- RE—SEC7IONED WITH PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.—CONCRE7F• RE —SECTIONED W17H ROMAC SADDLE A5POTHOLE IN THIS LOCA77ON AHEAD OF WATER MAIN —PVC. • RE—SEC77ONED W17H RIGID COUPLINGS OR A INSTALLA 710N TO ESTABLISH LINE AND GRADE. ROMAC SADDLE CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E—MAIL: info@brhinc.com NO. RECOMMENDED FOR APPROVAL BY BY REVISION L� I I • I STA. 41+93.5, 228'LT 1 — 8" 45' BEND (MJ) W/ MEGA —LUG THRUST RESTRAINT LLB 1 — CONIC. THRUST BLOCK Q — I SS TV'd 16 0 2 APPX LOC. 7227502080 I � u W2 W4 550 FERNDALE AVE NE I STA. 41 +98.8, 28.1 'L T 1 — 8" 45' BEND W/MEGA—LUG I 5 THRUST RESTRAINT I CB— C 1 — 8" SPOOL CISTA. 41+935, 20.01T J 1 — CONCRETE D ADMAN BLOCI 3 — Z 0 20 40 1J$=20' 15 7227502075 2708 NE 5th PL N, 5th P STA. 43+04.2, 4.21T 1 — 8 x8" TEE (FLxFL) 1 — 8 x6" REDUCER W/ MEGA —LUG 2 — 8" GV (FLxMJ) THRUST RESTRAINT 1 — 8-GV (FLxMJ) W/ MEGA —LUG 1 — 6" SPOOL FOLLOWER GLAND (SOUTH) (� 1 — 6" TRANS177ON COUPLING WIN CASE a o/ 4 PUNCH IN 3/8"COPPER 6 �,< TEL. PLUG IN CONC., DN _ e / SENT�RI� w 3 5 — — — - -- 4 1-11 Lli 01- _i.0 — — ° 3 ° �D —, o -31 A y WM 1 � " I IC1P�-' —ASPH— __ CB-32 �n ° -STA. 42+02.5 12.81T ° ss v Ecd 1 — 8" 1lY4' BEND (MJxMJ) W/ o AP x Loca MEGA —LUG THRUST RESTRAINT . SS TV'd 4 APPX LOC, MON. IN CASE STA. 43+04.0, 15.3RT DOMED ., BRASS 1 — 8" 45' BEND MJ W MEGA —LUG THRUST RESTRAINT /7 1 — CONC THRUST BLOCK / 3291800380 4o 2703 NE 5th PL 3291800390 STA. 43+10.3 25.7RT 2 613 NE 5th P L 1— 8" 45' BEND (MJ) W/ MEGA —LUG THRUST RESTRAINT 1 — CONC. THRUST BLOCK 1 — 8" SPOOL 1 — 8" 7RANS177ON COUPLING GENERAL NOTES 1. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT —IN CONNECTION TO AN EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY CUT —IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1 % CHLORINE SOLUTION PRIOR TO INSTALLATION. 2. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. J. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. 3 "ECcL P' 6 D1 W W 'w p / c, v EX. 6 "W TO BE—]-- S d ABANDONED r c d P O 2„G(P Sd9 O - "HIGIyW Y PAS STA. 43+04.1, & 4'RT 1 — CONCRETE DEADMAN BLOCK Q � V � I � Q Lv FT//T/T//TTTi,-T o z 43 � > I 3291800410 � Q I 520 EERNDALE AVE I / / SS ILij / I APPX LOC. W W=367302 DATE: SURVEYED: SCALE: BRH VERTICAL NAVO 1988 N E 5TH P L 9— 4-13 DESIGNED: As Noted HORIZONTAL: NAD 1983/1991 CITY OF AW RENTON PPAGE: WATER MAIN REPLACEMENT PROJECT OK: AGE: DRAWN: AW DRAWING NO: ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. EDMONDS AVE / NE 5TH PL STA 38+50 t0 44+00 2013009.00 AW, AG IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: LH W-2 5 w 131617131 1 z m z �z� = C �mm m z m m D D c IBC �c- �U D iDm Tr Ul n� z z m 0 D a y �y Y I z tin f � Z_ r N Q S ro m w z 2 m c� w D �o GD �m 01 N F-- w Q Z F_ U LLJ O n ISS TV'd APPX LOC. STA. 45+66.8, 14.71 T 1 1 — F. H. ASSEMBL Y 7227502065 4 STA. 45+66.8, 4.71T 2716 NE 5th PL 1 — 8 x6" TEE (MJxFL• `� 1 — 8" GV (MJ) ENTRY / 1 — 6" GV (FLxMJ) �a o 4 TA. 45+63.7, 4.71T FjA'yi uJ l 1 — 8" 11%4' BEND (MJ) W/ CONC, THRUST BLOCK i <1\�Z WM w STA. 45+5 .3, 2.3L T w 1—8"11'BEND(MJ)W/ 6 CONC. THRUST BLOCK C B — 3�3 B 1 SURFACE MOH. _ H IN 2" �6"W P CB-34B BRASS DISC W — c/ / FPh i / O TCd(P CB-33A O GW TCd P I Q I I I `J E I ss I z STA. 45+69.3 30.01T APPX LOC. z 1 — CONCRETE DEADMAN BLOCK I LLI STA. 45+69.3, 23.0'L T I CD 1 — 8" 45' BEND (MJ) W/ 1 — 8 SPOOL Q z MEGA —LUG THRUST RESTRAINT 1 — 8 x10" INCREASER (MJxMJ) 8 I 1 — CONC. THRUST BLOCK 1 — 10" SPOOL 7227800665 W I 1— 10" TRANSITION COUPLING D 1 INDEX AVE NE x > STA. 45+75.3, 16.71T I W Q I 4 1 — 8" 45' BEND (MJ) W/ v�/�1/zzA MEGA —LUG THRUST RESTRAINT I W3 W4 1 — CONC. THRUST BLOCK I J 5 STA. 45+75.3, 4.71T 1 — 8 x8" TEE (MJxMJ) W/ \ : I CONC. THRUST BLOCK PUONCHN. NIN CASE1 2"BRASS DISC 00< 2 — 8" GV (MJ) STA. 46+04.5, 4.71T IN CONC. STAMPED "LS 23613" Q BAIL IN FACE PP �0 1 — 8 X8" TEE (MJxMJ) W/ �.' & "1994", DN 0.7' I CONC THRUST BLOCK ELF —2 .05 - — — Q 2— 8"GV(MJ) J CT slay U 3 F 6 6 . Cw F MUD EX. 10" W TO BE ABANDONED W3 W5 — - --— 1 DN=1.21' DN= 0 � IOWP Q I� - - - An Alk 4(5I Y CB-34 I = Sd� Sd0 Sri �d9 1 S -ASPH- rn D — S D �- rcd P� CB-34A TCd P) -. cG�c - s _ ) O J al"DEAD END' S 5 I I W3 I I I � 7236300005 2721 NE 5th PL MON. IN CASE PUNCH IN 1-1/2"BRASS DISC I IN CONC. STAMPED "LS 23613" z & "1994", DN 0.6' O I I LLJ z_z � I I D LLJ Q> =Q I I I I I I WA TER N0TES, • A6APPR0XfMA7E LOCATION OF EXIS77NG SANITARY SEWER AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR A2REMOVE EXIS77NG FIRE HYDRANT. SHALL POTHOLE /N ADVANCE TO DETERMINE EXACT LOCA77ON AND DEPTH. LOCH7E WATER MAIN PIPE JOINT A AjCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS A T OWN EXPENSE AS FOLLOWS. Q4 REPLACE EXIS77NG 3/4" WATER SERVICE WIN NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL —VITRIFIED CLAY RE —SECTIONED WITH PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. —CONCRETE: RE —SECTIONED WITH ROMAC SADDLE 5Q POTHOLE /N THIS LOCA77ON AHEAD OF WATER MAIN INSTALLA 77ON TO ESTABLISH LINE AND GRADE. —PVC: RE—SECTI0NED WITH RIGID COUPLINGS OR A ROMAC SADDLE CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E—MAIL: info@brhinc.com I RECOMMENDED FOR APPROVAL BY BY D tiL—UL ui w ruL rwKAr �_ 10"yy P 47+00 --- 4 +00 I — ♦►�� -9999 3 I - I I STA. 48+27.5, 73.0'L T 1 — CUT —IN 67GV (MJxMJ) 2 — 6" SPOOL 2 — 6" TRANSITION COUPLING I STA. 48+36.1, 14.01T I 1 — 8 x8" CROSS (MJxMJ) I2 — 8"GV (MJxMJ) 6 — 8" SPOOL 1 — 8" 11%4' BEND (MJxMJ) W/ MEGA —LUG I 1 — CONC. THRUST BLOCK L — v AU TAGL./vL v_ll tmv/ 2 — 6" SPOOL 2 — 6" TRANSITION COUPLING I STA. 48+50.0f, 14.51T 5 1 — 8"GV (MJxMJ) 1 — 8"X10" INCREASER 3 1 — 10" SPOOL 1 — 10" TRANSIT/ON COUPLING .1 — CONC. DEADMAN BLOCK Al- \ r�G' QQ wM ED LO—_ �' `•, �! 95.8 DN 00' 1"6y(p SdD —� Sd9 c SdD SdD xS �� CW - ---- T.0 d P G P S d ° . .. G� GUARD RAIL STA. 46+04.8, 6.3L T — 1 — 8" 45' BEND (MJ) W/ — — MEGA —LUG THRUST RESTRAINT I 1 — CONC. THRUST BLOCK STA. 45+95.8 15. O'RT I 1 — 8" 45' BEND (MJ) W/ 1 — 8 SPOOL MEGA —LUG THRUST RESTRAINT 1 — 8 x6" REDUCER (MJ) 1 — CONC THRUST BLOCK 1 — 6" SPOOL 1 — 6" TRANS/ TION COUPLING 11 1 � 7236300055 7236300060 516 HARRINGTON AVE NE 513 INDEX AVE NE GENERAL NOTES 1. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT —IN CONNECTION TO AN EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY CUT —IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED /N PLACE SHALL BE SWABBED WITH 19 CHLORINE SOLUTION PRIOR TO INSTALLATION. 2. AFTER DISINFECTING THE WATERMA/N, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. J. DEFLECT THE WATERMA/N ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. SURVEYED: SCALE: BRH DESIGNED: As Noted AW DRAWN: AW ONE INCH CHECKED: AT FULL SCALE AW, AG IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: LH SCALE ACCORDINGLY 5 I PH- MM IN S PUNCH IN - "BR,AS.S�C ry IN CONC. T PED LS 23613""__ & "1994", J j 0.5' 6 W3 W5 cw- DN=1.92' / "STOP" ° v a'. DN=1.90' x� I TOP CTR. BOLT F.H. IELEV=298.77 I I W=367 03 DATE: VERTICAL-- NAV1988 HORIZONTAL- NAD D1983/1991 CITY O R NE 5T H PL 9— 4-13 RENTON WATER MAIN REPLACEMENT PROJECT F GLDBOOK: DRAWING NO: DATUM Planning/Building/Public Works Dept. EDMONDS AVE / NE 5TH PL STA 44+00 to 48+80 2013009.00 SHEET: OF: W-3 5 W I - 131617131 1 =4 zz71 CG • Z �= C D° 3u. N z m m m > �°mc O c � D ' � T =z� mrTr D m- U IU r' 2 z m I> a y �y CDtaN CD y w b O rn y w D m 0 0 �n0j o D n INSERT POL YPIG. INSTALL 8" CAP (MJ) AND TEMPORARY 2- BLOW—OFF ASSEMBLY W/ TEMPORARY THRUST BLOCKING. NEW 16 "x8" T, 8" GATE VAL V TESTING DETAIL CONNECTION DETAIL STA. 35+69.4 SCALE: 1 "=10' W v d�S ° N FERNDALE A VE NE 3 p p ° EX. 8" C1 ° p 8 v p co ]� ° p q p P ° ° p Q p Q L ° < � p FESTING DETAIL CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E—MAIL: infoQbrhinc.com CONNECT TO 8" TAPPING TEE. REMOVE TEMPORARY BLOW —OFF AND MJ CAP. INSTALL: r�x� 1 - 8" SLEEVE CUT & CAP EX. 10" CI X W � Z � V W �o Q W Z Q T FINAL CONNECTION DETAIL (5 NORTH W ° v ° v V, It SAS N ° ° Z CUT&CAP EX. 8"C p °Q p p � W FERNDALE AVE NE CONNECT TO EX. 8" Cl i EX. 8" CI , ° O 2L EMS Q /p Q / SD ° a v p p Q v p v v ' e_ v � ° 2 CONNECTION DETAIL STA. 43+10.3 SCALE: 1 "=10' VWASyC Q � ti p In z 44863 �v SS/ONALR��G\� 9 5 NO. v v ° v p n d° v ° FINAL CONNECTION DETAIL (B NORTH RECOMMENDED FOR APPROVAL BY BY REVISION ° p ° ° p v i ° 4 S C EX. 6" C/ FERNDALE AVE NE EX. 8" SS \p s FESTING DETAIL CONNECT TO EX. 6" CI CUT & CAP EX. 6" Cl — p ° ° p 6 1 1 EX. 6" Cl 71 FERNDALE AVE NE EX. 8" SS 2'�aC CONNECTION DETAIL STA. 41 +98.8 SCALE: 1 "=10' I W W D Y � L u� U X. 10" C1 ° V / ° p EX. 12" SD v � o - V� p ° TCD P N TESTING DETAIL " CONNECTION DETAIL STA. 45+69.3 SCALE: 1 "=10' SURVEYED: SCALE: BRH VERTICAL HOR ONTA.- NAD 1983/1991 C T Y 0 F DESIGNED: AS Noted AW DRAWN: RENT 0 N AW ONE INCH DATUM U M CHECKEDAW, AG AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY LH S,S _ b v 179 ° ° ° p ° —� v f INAL CONNECTION DETAIL 1�0 NORTH A'"'17CT TO EX. 8" Cl 'UT & CAP EX. 8" Cl EX. 12 SD TCD(P)- 0 E7 N Z FINAL CONNECTION DETAIL O NORTH Q eL ti 2 W 2 O 2 m Q N � W � v � O 0o W , W=367304 NE 5TH PL WATER MAIN REPLACEMENT PROJECT EDMONDS AVE / NE 5TH PL WATER MAIN CONNECTION DETAILS DATE: 9-4-13 FIELDBOOK: PAGE: DRAWING NO: 2013009.00 SHEET: OF: W-4 5 O D z c m C a �y CD a N y r O m n WI- 13161713 M Cfl M N po S U C L Z i 67 Q ao W GTONAVENE TC-,TARR W I ESTING DETAIL CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E—MAIL: info@brhinc.com i CUT & CAP EX. 8" Cl CONNECTION DETAIL STA. 45+95.8 SCALE: 1 "=10' Qo W CONNECT TO EX. 8" Cl V) HNAL CONNECTION DETAIL NORTH Rol 0� EX. 6" Cl TON AVINE W RECOMMENDED FOR APPROVAL BY BY I U CUT —IN 67GV AND = CLOSE VAL VE. OPEN VAL VE AFTER STEP 1 INSTALLING CROSS, PIPE, AND PURITY TEST. Z U j O Q —J 00Q V >; W INSTALL DEADMAN � ° BLOCK, T7INGSV A COSENVALVE. —INSTALL POLY PIG STA 77ON OPEN VALVE AFTER INSTALLING CROSS, PIPE, / INSTALL TEMPORARY 8" CAP (MJ) AND PURITY TEST. AND TEMPORARY 2" BLOW —OFF I / ASSEMBLY W/ TEMPORARY THRUST BLOCKING. f CLOSE VAL VE L STEP 1 L X. 6" / � " = STEP 2 N NE 5TH PLACE EX. 18" SD REVISION I STEP 2 � s7FP 1 SAS ° a v qP ° �d� g O m;�<' ° ° CLOSE VALVE. OPEN '0 VALVE AFTER �0 INSTALLING CROSS, PIPE, AND PURITY 7FST.TnpNam. 99 TESTING DETAIL SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AW, AG BY DATE "APPRAPPROVED: LH SCALE: As Noted ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY i 2 j O Z EX. 6" Cl (ABANDONED) LNE 5TH PLAC OVE POLY PIG STA 77ON AND INSTALL 1 — 8" SPOOL 2 8" SLEE ° ° O ° a v ° (R S- °°� tip O O � ° a ° CONNECTION DETAIL STA. 48+36.1 SCALE: 1 "=10' FINAL CONNECTION DETAIL (13 NORTH VERTICAL NAVD 1988 CITY 0 I HORIZONTAL NAD 1983/183/1991 q RENTON DATUM Planning/Building/Public Works Dept. mew W=367305 NE 5TH PL WATER MAIN REPLACEMENT PROJECT EDMONDS AVE / NE 5TH PL WATER MAIN CONNECTION DETAILS 7-25-13 FIELDBOOK: PAGE: DRAWING NO: 2013009.00 SHEET: OF: W-5 5 � IM _� z z lJ J m lz E� z .� C m- m� ^' z m m �] D CD D z c co m m a y � y z �z CD > N � 1 �d O w D m C7 0 0 Do g0 �C m D c s c m =. WI-13161713 7 /Ztl/ZU14 WATCH"V VVV 32+06.06 ►�� 10.25L f 72275025700 ., 605 EDMONDS AVE NE 32+85.56 23.04R i• :J� ;r. o TRANS.- i PANEL 33+70.11 7.04R it CB TE=278.40 IE=276.7(6"PVC W) IE=276.6(6"PVC E) CB TE=278.61(SOUD) IE=276.5(6'PVC W&NE) BOT=274.2 "BUS STOP" / v6. xs9 �J !4 32+09.43 10.51 L 2 I40.80 3.62R /^ 35+55.90 36.27R �Gt M.72 _ vo- 35+70.12 45.59R Ir 32+42.95 24.12L }' t W) TE=284.80 IE=283.2(6"CP N) 1 7227502095 2505 NE 6th PL HAII 33+43.17 23.14L 21 7227502195 FG 280. 578 EDMONDS AVE NE N. 4. .'y 34+04.09 23.83L 20 ' TMH 7227502190 572 EDMONDS AVE NE -INL TE- 78.48 IE= 76.3(6"CP N) 34+78.74 19 22.16L 7227502185 568 EDMONDS AVE NE , FG 18 7227502180 35+53.35 2502 NE 5th PL 20.87L 280,44 ems, SO E 2 977 1(18"CP N&SEA / VERTICAL AND HORIZONTAL P0SIT/0N0F22' VERT/CAL BENDS IS UNKNOWN. �yP BENOSRT/CAL Q I ` 8'X 6' TEE 3 UNKNOWN 6" CONC PIPE NEW 8'D L WATER WAS INSTALLED UNDER UNKNOWN 6'PIPE USING22°BENDS DEPTH - 4 00 TO TCP OF8'# VAL VE 530 TO TOP OF8' UNDER 6 CONCRETE cp x) 8 722750217' 2508 NE 5th S,, PQ 16 sx� 7227502170 .'r' ,2514 NE 5th PL 36+25.86 22.07L W s�q gy�o�r xs Q, 36, 19.66L FG, s pZco 4- "NO THRU TRAFF1C"� 7126300050 532 EDMONDS AVE NE 37+48.88 6.07L GRAPHIC SCALE 15 0 15 30 60 1 INCH = 30 FP. AMERICAN SURVEYING & ENGINEERING, LLC CONDUCTED THE FINAL ASBUILT SURVEY JULY 24, 2014 AND PREPARED THE FINAL RECORD DRAWINGS BASED ON A COMBINATION OF DATA COLLECTED FROM SAID FIELD SURVEY AND THE REDLINE AS -BUILT MARKUPS TAKEN FROM R.L. ALIA'S RED PENCIL MARKUPS OF THE ONSITE CONSTRUCTION PLAN SET PROVIDED BY THE CONSTRUCTION CONTRACTOR. THE INFORMATION SHOWN ON THESE DRAWINGS REFLECTS THE AS -CONSTRUCTED DATA AT THE TIME OF SURVEY AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL POSITIONS MARKED ON THIS ASBUILT DRAWING WITH ENGINEERS STATION AND OFFSET WAS FIELD LOCATED ON JULY 24, 2014. STA. 41+93.4, 1281T 1 - 8'x8' TEE (FLxFL) 2 - 8' GV (MJxFL) W/ MEGA -LUG 'ty\lp 1 4 J� Z 13 FOLLOWER GLAND 2518 n 2160 12 11 10 1 - FLxMJ ADAPTER �c 24 NE 2524 NE 5th PL 7227502155 2528 NE 5th PL 7227502150 7227502145 722NE STA. 41+730 12.8'LT 2604 NE Sth PL 3r4'GALV 2608 NE 5th PL 2612 NE 5th PL 5th 1 - 8' 1IX- BEND (MJxMJ) W/ ///, Y4"POL Y 374"G4Lv MEGA -LUG THRUST RESTRAINT �/ '�,,, 314"COPPER � �� V////////////////.i rcoPPER 1 - CONC. THRUST BLOCK t STA. 39+58L6 19.11T STA. 41 +53.6, x? 1 - F•H. ASSEMBLY 1 - F.H. ASSE =277.4, `r sue, STA. 41+318, 5L4'LT !T 38+41.72 1 - 8" 11%* BEND (MJxMJ) 20.31E 38+99.19 39+59.12 4 o+9.010 35 MEGA -LUG THRUST R 19. 05L FG 19.04E Y„ 1 - CONC. OC THRUST BLOCK 37+76.67 20.69E , . r ' �___, , FG 2% 64 39+52.38 f , 19.071Fp L L 39+59.90 9.83E' 6.26L +7.51L ` I `FG 286.70 37+59.99 34.68R 282b2 NO EXIS G SVC. NO NEW SVC 38+81.21 FG 2M92 29.44R 38+16.74 24.22111 314' A 7126300061 2519 NE 5th PL I :FG 287.04 39+1.92 01.92 26.89R STA. 39+5B 7, 5.71T 1 - 8" TEE (MJxFL) i BLOCK 1 - 8" GV (MJ) 1 - 6-GV (FLxMJ) 6 7126300060 2529 NE 5th PL 40+10.84 I 17.47R 24- INLET TE=286.62 IE=285.0(8'CM N) T 41+03.01 17.73R ' ••': TF 267 a STA. 41+55.9 9.41T 1 - 8" TEE MJxFL W/ ME THRUST RESTRAINT 1 - CONC. THRUST BLOCK 1 - 6'GV (FLxMJ) 41 3291800400 2607 NE 5th PL TE=288. IE=287.4(6'CP f 250' TOP OF 6'Aq, 8'X 6' RED Q TIE /N I ECOLOGYBG ST ACURB " B"D.L WATER STA. 41+93.5, 2281T 1 - 8" 45' BEND (MJ) W/ MEGA -LUG THRUST RES7RAINT 15 1 - CONC. THRUST BLOCK 1 6 722750, 7227502080 2708 NE 550 FERNDALE AVE NE 314'COPPER STA. 41+98.A 28.11T 1 - 8" 45" BOND W/MEGA-LUG 1 - 87x6" REDUCER Y THRUST RESTRAINT THRUST RES77?A# 1 - 8" SPOOL 1 - 6' SPOOL 1 - 6" MANS177ON C( I I 42+99.91 �X19" 14.85L 19.04L / IE=286.4(6-CMP W) 4 2.30 41+93. 3Fro 41+54.68 89L ���'� N 7.48E I 8.95 FG 287,76 SDMH- TE=288.09 F& Fry 28W W IE=281.8(8"CP N IE=281.6(18'CP� 2e36e 4 W IE=281.5(18'CP ) BOT=2 .8 2 41+61.26 ETA 17.641R STA. 42+025 12.81T F-+-i 34"COPPER T '� 1 - 8" 11114' BEND (MJxMJ) W1 W MEGA -LUG THRUST RESTRAINT ANS. STA. 43+04.0, 15.3RT GA -LUG 1 - 8' 45' BEND MJ W/ MEGA -LUG THRUST RESTRAINT 1 - CONC. THRUST BLOCK c TE=288.6 SA. 43+10.3 25.7RT=285.6(8"CMP E 1-' 45" BEND (M✓) W E=285.4(12'CMP N4o 8 BOT=285. 3291800390 MEGA -LUG THRUST RESTRAINT 2613 NE 5th PL 1 - CONC THRUST BLOCK 1 - 8' SPOOL 1 - 8" 7RANSI7700V COUPLING W=3673 T m 0 0 C 0 N a� O Z a O N I U_ O m Q U 1,,1 z 11 c L 2 m 4J f0 N N L ? 01 L L v 3 N J o o V N o I c v 0 m +� N • w Ln Z O oo pi W C m 00 L N 0) > Q --4O L N 0 x C N a Q c a (D j L LNr1 rl O ,i 01 Om N Z 3 N r4 � -+ O 0 CL :2 J W U L in N � L� 3 T U J E w z 3 > i J 06 O 3 a � C L W L) N o c a E I Co QVJL No �` '., •tub � � N U � rj W W C4 r� W � ASE Job No. 1345 SHEET 1 of 2 • C D � z< E crri i : z D r m cp K N rnrn co z m m m D D 17 c- m C 0C W 7 m rr, D D z r• a� S D m Ln - pj fi] z z m c D 0 5D G_ ^^Z UJ C co m a a z CD O 0 tTj H Last Saved By: MSjolin Jul 28, 2014 - 8:03ar r__4 Y6'REO OLOGM0 i? mmsTBL cK AMERICAN SURVEYING & ENGINEERING, LLC CONDUCTED THE FINAL ASBUILT SURVEY JULY 24, 2014 AND PREPARED THE FINAL RECORD DRAWINGS BASED ON A COMBINATION OF DATA COLLECTED FROM SAID FIELD SURVEY AND THE REDLINE AS -BUILT MARKUPS TAKEN FROM R.L. ALIA'S RED PENCIL MARKUPS OF THE ONSITE CONSTRUCTION PLAN SET PROVIDED BY THE CONSTRUCTION CONTRACTOR. THE INFORMATION SHOWN ON THESE DRAWINGS REFLECTS THE AS -CONSTRUCTED DATA AT THE TIME OF SURVEY AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL POSITIONS MARKED ON THIS ASBUILT DRAWING WITH ENGINEERS STATION AND OFFSET WAS FIELD LOCATED ON JULY 24, 2014. GRAPHIC SCALE 15 0 15 30 60 1 INCH = 30 FT. W=367307 m v 0 c 0 a� 0 Z o N ui N Q U r J I I c J Ne Ne cc a; w N a 0i L Iv 3 v U cn O in cr rn o -0- c a 0 3 N 0 U m +� � • u.i Ln z O � c CO co c � L 0 Q Q N N X v d >m (N L c L 3 , O LL c OM N Z 3 t` E N D N cc �l I� � W d M C 00 •L N 3 U J w z 3 (n 1� J T� 06 0) O 3 = d 3 LO M r2 c:•L i c d C C Q(nLu V. t s t rr �lr, ri ti O M N U N a � � x W � U Z W � O Z a ID W U Q a W ASE Job No. 1345 SHEET 2of2 G� = z C m - 70 0 D z z m 30 G ly a 1 tZ b O t� C� 7/28/2014 Last �:)avea by: lm)Jolln iul 28, 2014 — 8:03ar, H SITE BENCH MARKS BENCH MARK "A" BENCH MARK "F" NAIL IN S. FACE P.P. N. SIDE INTX. N.E. BONNET BOLT F.H. S. SIDE BLAIN AVE. N.E. N.E. 5th PL. & HARRINGTON AVE. N.E. W. SIDE OF CAMAS AVE. N.E. (n ELEV.=295.05 ELEV=256.67 BENCH MARK "B" BENCH MARK "G" n TOP CTR. BOLT F.H. N.W.C. INTX. N.E. TOP CTR. BOLT F.H. AT N. SIDE N.E. 6th PL 5th PL. & FERNDALE AVE. N.E. IN FRONT OF 2220 N.E. 6th PL. ELEV=291.51 ELEV=249.49 BENCH MARK "C" BENCH MARK "H" NAIL IN N.E. FACE P.P. IN MEDIAN AT RR SPIKE IN N. FACE P.P. S. SIDE N.E. 6th PL. INTX. N.E. 5th PL. & EDMONDS AVE. N.E. IN FRONT OF 2205 N.E. 6th PL. ELEV.=283.46 ELEV=222.97 BENCH MARK "D" BENCH MARK "J" NAIL IN N.E. FACE P.P. AT S.W.C. INTX. RR SPIKE IN N.W. FACE P.P. AT S.W.C. CAMAS AVE. N.E. & N.E. EDMONDS AVE. N.E. N. 7th ST. & ABERDEEN AVE. N.E. W ELEV=284.03 ELEV=213.85 Q Z BENCH MARK "E" BENCH MARK "K" NAIL IN N.E. FACE P.P. AT W. SIDE CAMAS AVE. TOP CTR. BOLT F.H. AT S.E.C. 5th PL N.E. w N.E. BETWEEN #613 & #617 CAMAS AVE. N.E. & INDEX AVE. N.E. -, ELEV=268.20 ELEV=298.77 O tY tZ N L J «; N r 0 � N I O \ \Y // N CID I•.. V co Es 1­0 � LLJ/ I w � � z \ N N Z SEE \,a mi I� N O 2 ' r O >7 OD Jro N 00 2 N N p LLIII I \ J aN M p ' W NN N ©)j w CN m r O j r \ _ to 3 O��°i / O � W O Ln (n I N; Q I v V R/ a r. �\ In W LC co c`1 ca " Lc) OLd Q ���� - O r ' J NN�1\ N NZ 2NNON 0 I Q C+ N LnCL I N Lnd / � ri OW oLlj II Ilp �`' r ^� / lnL (nI-W Wm M ��\\\ �+ Qo W Z I �(0 -.,\ ?7 I t o W 0 WW NNO U Q n \Z tr) Npp- - _ O N O , r ' \ I-O I 4OOCl I ISO \�\\� O� wp Q c0 N U co _ �. cv II / / � z \r- 0� ` 3 N II NNE In ono N co r- I W II II q, 0 Z cn _ \\ i- w w 011, �\ \\\Y'\ t cn �\ 4� r(V \\J cn - NO N Q o > L111\�\\\\�\\\1]�J n x N ��J ^ N Y 0 \\ N I N D Z t (Z i,_ tZ x O Q x Ldw III r �`�° �i rn I Y N / Q mrl !n F W m Z `� r L!) O O ` M U X 2 " CN J 7° N N n IN O Z Ln Or J o r N -c - �y \ h o _ v �O 0 z~W O 5 1� r, / zZ�\\\ 0O 21 S „s z 6 r, W P r 21 "S � r, � � / cv N —_ v . Hl]6WP DN=1.6 gERDE N ori S X EA. N 12 SS N _ N 12" S r =ter^ � U n cn In o cn Wz3N LIJ 0 N� U'UN N ?, O� ��� o o I*- LO O _ O N Ln W N II c I- Z II N co iv W Z I I «L dH0 oo �IN _ 1 .. ° • / :2 00 Uri c;' 04 a zmn rn w" bi N w \ 4 _ -amc P� N N \� N m Q N N Li J J L�j - J � Li d cn — eccn, II �w 1^Ln +' < C)60oU`r Ln OZ O �O N Z p O r� 04 O (D J CW+fl�OO U �w - n LLj o I--Z I Z 0Q0 I Z N N w N N m O N Ln N n N 0') � O < r- O ' N N z N c) `" a o = ao .�., N zcnw� x rz� cn \7 (n N 0_ > U CC) . II NP--Do oD 0 O � � �- 0 L r, " L0 01 N IC! 0) o N O N - -It W I"I Ln II N II II �j r- z LLI w- II w w N - N Ln I� O N Bz/zl 5 BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 SEATTBRH 98102 3 Washington 1-800-935-0508 135 98102-3513 FAX# (206) 323-7135 E—MAIL: info@brhinc.com Iffid REVISION SURVEYED: BRH DESIGNED: DRAWN: JAL CHECKED: JMH BY DATE APPR APPROVED: x 0 \\� J ^^ \� o L6z0 I04 \� N : w II (DII pU~ w-0 00 W ~�mNZLj— m M N 006 \II oN N w II w (AMVICINITY MAP NSCALE: 1 "=1000't LEGEND ADS PLASTIC PIPE IE INVERT ELEVATION ® AREA DRAIN 'Y' FIRE DEPT. CONNECTION (FDC) ABAN/RET ABANDONED/RETIRED EF­o LIGHT POLE (METAL) a� �3 ASPHALT (ASPH) 0---0 LIGHT POLE (WOOD) ® BRICK SURFACE 1 LIGHT POLE (ORNAMENTAL) BUILDING LINE LSCAPE LANDSCAPE PLANTER BC BUILDING CORNER (O� MANHOLE o BOLLARD O/H OVERHEAD CANOPY O/H P&T OVERHEAD POWER/TELEPHONE G (Lv) CATCH BASIN (CB) PL PROPERTY LINE CONCRETE SURFACE (CONC) (P) PAINTED UTILITY LOCATION CW/BW CONCRETE/BRICK WALK PPS PARKING PAY STATION CRW CONCRETE RETAINING WALL P POST-INDICATOR VALVE CC/XC CONCRETE/EXTRUDED CURB PS/PSS COMBINED/SANITARY SEWER CP/IP CONC./IRON PIPE PSD PIPE STORM DRAIN x -)H( x CHAIN LINK FENCE (CLF) [+] PRIVATE CATCH BASIN CTV CABLE TV R F " GRAVEL SURFACE COL COLUMN ROCKERY CS CONC. STAIRS RE ROOF ELEVATION & H/C PARKING SPACE SCL/CL SEATTLE CITY LIGHT HANDHOLE CON CONIFEROUS TREE SD SERVICE DRAIN (STORM) DEC DECIDUOUS TREE SD/SSCO STORM/SEWER CLEANOUT DWY DRIVEWAY SSS SANITARY SIDE SEWER (RECORD) ECd ELECTRICAL CONDUIT (BURIED) f-/-[L SIGN/STREET NAME SIGN / y- CENTERLINE/MONUMENT LINE TBM TEMPORARY BENCHMARK EHH ELECTRICAL HANDHOLE TCd TELEPHONE CONDUIT (BURIED) EM ELECTRICAL METER TV TELEPHONE VAULT EMH ELECTRICAL MANHOLE TMH TELEPHONE MANHOLE EV/ET ELECTRICAL VAULT/TRANSFORMER TS TELEPHONE SENTRY q� FOUND MONUMENT IN CASE ==> TRAFFIC FLOW DIRECTION )D FIRE HYDRANT TOE TOE OF SLOPE FFE FINISHED FLOOR ELEVATION TOP TOP OF BANK G GAS MAIN UPO UTILITY POLE (WOOD) GM GAS METER WV WATER VAULT m GAS VALVE W WATER MAIN GV GAS VAULT WM WATER METER GUY ANCHOR D4 WATER VALVE ® WATER GATE VALVE/ CHAMBER W=367308 SCALE: TOPOGRAPHIC SURVEY �M / 1 "=20 ' HORIZOIRAL NAD D1983/1991 CITY OF 4 13 L RENTON WATER MAIN REPLACEMENT PROJECT PAGE: ONE INCDATUM ABERDEEN AVE. N.E., N.E. 6th PL., CAMAS AVE. N.E. DRAWING NO: H IF NOT ONE`INCH Planning/Building/Public Works Dept. EDMONDS AVE. N.E. & N.E. 5th PL. 2013009.00 SCALE ACCORDINGLY RENTON, WASHINGTON SHEET: S1 OF: 7 � z � z = c o rr � o0 z m z 70 s m z 0 c a trj �y v C N 000 b > zW H O trl C) m D T T 0 °C D m� ;mc W Q Z H O LLI O 3 I x X 0 0 0 M N C3 0 w a Z J IZ F— F— I— rCh CL I..L BUSH, ROED & CIVIL ENGINEERS 2009 MINOR AVE. EAST SEATTLE, Washington 98102-3513 HITCHINGS, INC. & LAND SURVEYORS (206) 323-4144 1-800-935-0508 FAX# (206) 323-7135 E—MAIL: info@brhinc.com e�170— //- -5 �ES M. Q. of WASj1,, F Lw, ti 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. NO. I REVISION SURVEYED: SCALE: BRH DESIGNED: 1 "=20' DRAWN: JAL CHECKED: JMH BY DATE AP P R APPROVED: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY --s VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DAT U M CITY OF RENTON Planning/Building/Public Works Dept. W=367309 TOPOGRAPHIC SURVEY WATER MAIN REPLACEMENT PROJECT ABERDEEN AVE. N.E., N.E. 6th PL., CAMAS AVE. N.E. EDMONDS AVE. N.E. & N.E. 5th PL. RENTON, WASHINGTON 4/13 FIELDBOOK: PAGE: DRAWING NO: 2013009.00 SHEET: c 2 OF: L/�J E D D T Y Z EE* _ C EWE a rn- N z m m 6 m D rn D T1 n 0 mp D m Cn U • D D Z <T< mm cn cn roz z �mn O D v m sD z ^ YJ C 9 ca m m G a rTj sw qQ CD z W z � W EMEMENEE W Q Z H U W 3 O E1 7 ■ 1w to D T 0 0 m0 D O C E m co E � • `ED t Z m 1E � t�= ED m- `L ru Nz Z m D C3 m sD ^^Z YJ C 9 03 m m C a y y 2 �d bZ� 1 CD �' E °� � a s� N c)�r� � � 3 1 w b z ON o � y w D T 8 O m °° c D rn mcn D /"\ m � W Q Z H U I,..I O ry a_ oc� z ~ M C S r n, z m zJ O D I D T mp C �W Tom. r D $ � T ? Z C D CY) . 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