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HomeMy WebLinkAboutzW-4212setT I 0 LU N r T CV N N CV rlr AS -BUILTS COMPOSITE UTILITY PLAN 3T w I 632 00 ti°� ........ OF 1 0 BRENNON LANDING (VAUGHN TRUST PROPERTY) 3 III � I I � �• : J< II; II 3 I! I I "" EX OH TELECOM TO BE -=---,x RELOCATED OVERHEAD A PORTION OF SECTION 05� TOWNSHIP 23 N., RANGE 05 E., W.M. - I I; I I I I ;; '•••� a; ,' � -Y- I``' III II I 3 II _'• I' I y° FROM EX POWER POLE III i �- I''� J CITY OF RENTON KING COUNTY WASHINGTON I EX OVERHEAD POWER-141 _____ 1 TTOH ----- ---- 7 7 o III TO BE RELOCATED I 1 3-T(oHS------------------------------- --------------------------------------- -- T T I I 1 I F•- EX GAS w L { ---------------------,I I nT v' III UNDERGOUND 3 I w -�y {ems w l 11 I I I I ��I i' N Z " LINE (TYP) ( j w P( G) PrPIc,� w PUG w— T(UG) T(UG) 3 I I GV I I 3 1�1 x cWc - L VT I "I L_VT ll' I A L \/ "A AlrlLL %AI J W — G N G I 'n rll L. L. nR I R.. nIVUl Evv �C W r`)I/. R I ['^)I [--) A n IIlI In I— G` G G A I" 'T' I r R RvE::" \T I T(`G n ura Inl n^ V V I I d 1 ,� LI\IV f<Lr,1 i r,nlvf \L_IIY G— IVIIVr1LL_L_L 1 1 Li•I QQN A [)n I �� �u^-�Fsj� rr1Al n -)T - G G G — G — G — G — G II / I vlvrlvL_n.: I \ I I 31_--- -J L P(0 PO lil nl Iv ... r..,.v L_...I I :) L_rr nl'\ I ii \ I A�)w t.,u.V-iv:;:; r (H) (OH) — II IT I - -- ------------ _ nl Iv ..., ....v-I.r.., — — - - EX FENCE I ;4 ;c^ �Fsz o Ii T�i.G�� -J A[)AI ; --- -a-__-_--_-------__�--------- _- == _N8 01'40 13' --- II NE 15TH ST I I i i i a a— --- P(OH)="-24s. -- _ ___ -_ --_ ---- - - o• o"E .38' T BOUNDARY ...................c 8 •. i — — — — PRIVATE I I -� 1 G c c .............I., -=- l' '. I I .................. EX OVERHEAD POWER TO BE . I........ ..... , I3 I I a CONFIRMED NO SERVICE IS �.---------------------- - ----------------- -- E X 60 , _ I PROVIDED FROM LINE AND REMOVED 1 R/WJa I ----------------------- - I I PROPOSED ROCKERY 30' i I 30' Ir 5' MAX HEIGHT rr I I I I i 3II a a II I I I 31 00' 3II ^W I I I a I� a ........ . O , , 3II I �, •�•'•..........'.•' •'..... � � EX 16" WATER I II o � a I j I„ I I nvmn:: Lh�:)K.�L.cr\ II I I 3 u a Z MI I 1 1 Q I / z ;.; r n I I I II I ......I .............. . 2 3 II II � ,.' , of l' I I 3 ii o O •''I = X II I ii a m I al f a g I OVERHEAD POWER 11 j •EX..• ER..EAD E EX OVERHEAD POWER TO BE II I 2 • II Y I i TO BE REMOVED' n2 \\\ o Q RELOCATED UNDERGROUND. EX CENTERLINE (NP) I II o I 5' WIDE X 15' LONG DRYWELL II III a EX POWER POLE TO BE \ > CONTRACTOR SHALL COORDINATE WITH II I 3II \��CB#4 0l REMOVED. POWER TO BE (TYP). DEPTH TO VARY BY LOT. �\ HOMEOWNER PRIOR TO CONSTRUCTION II II I III "�j RELOCATED UNDERGROUND SEE SHEET 22 FOR ETAILS. < AND ALL DISTURBED AREAS SHALL BE I u II 3II = I ALONG PROJECT FRONTAGE. RESTORED TO EXISTING CONDITIONS. I o v Q "" " 1 II ay l w qq 1, ^I Irl I \/ rnL^L)I, �- I I 3II a \ •'L�V 1; SIF L_L. I I t') \U I I A`)^v A�ivV—I:?VV II I II I I � I �UG,II P(U ) —3-II P(UG) al - IIP( P(UG) �i----- II II I I aFq 11 R 11 PROPOSED R W:' 'I II 3II � PROPOSED POWER POLE CONNECT TO EX 3II FOR OVERHEAD SERVICE " I II TO -1800 AND -1801 CUT IN EX SEWER 16 WATER I I 311i 8" WATER,....-` w LINE AND INSTALL w a m• \ MANHOLE ° a ROAD A N 30 a RESIDENTIAL ACCESS SSMH#1 W IILO 6 M I•. 11 II I z I I u 3" II " / 8" SEWERul II \ WQ I I ¢ z I 3II a \\\ 12" STORM W\•. l I I Q W LLjj li II I �U' Z 3II III M N ^ a \ WO PROPOSED II Woo W EX 12" STORM I I W I II � — - - - - - - - - - - - - - - - - - / w o it II J = O II I II 1* O M va — W EX 8" SEWER I I 0 w 3 z I I W z a 6" SEWER o m 3 '•. SERVICE (TYP) III Q II �°�� I II � ^„II/\I A^ I(I InIr. I II UV V I _nS KL_II VL '. II I I '. 'n PROPOSED APII .....I C-n0 ; •'••. 62.5' POWER VAULT ..........2'..' ' .EX s8.....................' � ....... I R/W h I I I I 32.5' ;', 30' f� a EX WATER LX , SERVICE (TYP) w„w l# �- w- w w II �\ I EXTEND EX 12 " III II a CB#2 .•' .. .... . Iv STORM TO CB#2 o I EX 12" STORM 00 3II a REPLACE EX FIRE HYDRANT. SEE DETAIL ON SHEET 25 y� I EX POWER POLE TO BE REMOVED. II POWER AND SERVICES TO BE r A ♦/r .-.T^>/'\A F A I L S R/_/IVILj�r\\7 I I P(UG \ P(UG) CB#� 1 RELOCATED UNDERGROUND ALONG nl 1 v , ..130-0 I802 PROJECT FRONTAGE. I �, .................................................. .......................' 2 ... .. 2 3 •fV WATER SERVICE (NP) 5' WIDE X 15' LONG DRYWELL (TYP). DEPTH TO VARY BY LOT. ..• .... , • . . SEE SHEET 22 FOR DETAILS. . 6 I 5 PROPOSED KEYSTONE WALL 4' MAX HEIGHT (TYP) 2.5' WIDE X 5' LONG X 3.6' DEEP DRYWELL. SEE SHEET 22 FOR DETAILS. I>a I II T a(�) PLAT BOUNDARY' G Pc�G� G P-� P �` - G sae — ,---. -- ' o / " / o _S89 54 27 E 246.51 A I I II I EX 60 I I _ a / (G� T UG y '• ( ) I Tl PR )� (r�/� ( P(UG } P(UG•)' 9G'' • _ � P(�c "ice T(UG) ) I P(UG) �I III I Imo) \, A A A A A I/1T/1 --- ------__-- T*, x T(UG)P)= T'[ U TUG P(!!G) TU ,••• -------------- T(UGJ P(U T((j� rll L.L_II I nlVIn IVIV 1 V R/W (• .. // - N� I n`)I v ?: `t 3-v- 1 7 .:v EX SHRUB I I 30 :l „ "' 30 ¢ w �z x --IT ------------ -i x W EX OVERHEAD POWER I�I 3II0 a TO BE RELOCATED ----I;-I------- --� I UNDERGROUND 1 RECORD DRAWINGS AS BUILT II RESTORE SHOULDER TO I 2 REVISION PER COMMENTS DATED 6 30 23 EXISTING CONDITIONS IN DATUM FOUND " BENCHMARKBRASS DOME IN MONUMENT IN MONUMENTFOUND IN CASE MARK I WITH BRASS T DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 EX FENCE' RK 5/4/22 BJT sumEy ' RK 7/7/23 BJT DESIGNRK DRAW: RK CHECIGMBJT BY DATE APPR BJT MH#2 IQ) i 1 0 1 "=20' 89'58'40"W 6.40' 88'01'40"W 1.03' I� � BLA 1 ,­-S0.27'56"W 46.96' i) A I AAA /\I.In �����JJJJ A A A A f N 1 V V A. 14 ice: 1,--00-1. 1,8 3 — =S0'23f 33" E 0.641 �SO'23'33"E 20.74' ir— BLA 2 II TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 ,-SO*40'45"W 59.26' I A KIT /\I I^)T A 3 3 'I 1. L ,/-NO'31'09"E 294.01' � - EX LOT - - LINE (TYP) —SO'40'45"W 0.99' [a] TRACT A LANDSCAPE BLA 3 A' M 1, . t...,v- I.. / 18'45"W 78.43' TREE. PROTECTION FENCE INSTALLED:' PER TREE RETENTION PLAN ON. SHEETS 30 TO 1 EX SHED _J� 50'17'06"E 33.41' -,-- BLA 4 \nV /a :)R S"r1vII I UvII ll v IN': I n I/, u vv ''32'29"W 43.62' TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 �-S89'54'27"E 5.80' L.Ihuvvn rvlhlvr\ nl Iv 15583-0-10 VV 1V ONE INCH AT FULL SCALE IF HOT ONE MCH SCALE ACCORDINGLY VERTICAL- NAVD, HORIZONTAL NAD I N 1991 DATU M CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. CD L!7 T Q0 O O T U U 0 10' 20' 40' SCALE: 1 "=20' 1 M UTILITY CROSSING NOTES: T O 1. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. r N 2. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND Q OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. J UTILITY SEPARATION NOTES! WALL DRAIN KEYNOTES 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND Fil CONNECT FOOTING DRAINS. WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER NOTES UTILITIES. ® RETAINING WALL NUMBER SPECIAL NOTE: LO SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET C1r) INTO EACH LOT IF SANITARY SEWER MAINS ARE r AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION O DEVELOPMENT. O O POWER NOTE: N EXISTING OVERHEAD POWER ALONG THE FRONTAGE OF ABERDEEN AVE NE SHALL BE RELOCATED UNDERGROUND. 0 N Sf , �� � W A S � Al /'�/•� A LL CALL BEFORE YOU DIG: 1-800-424-5555 • CITY OF RENTON 1-`R Nuor Planning/Building/Public Works Dept. s F01STERN SIONA L 7/7/202-3 i 0c,' 1/f = : -0�O of M C � C LLI C N N I`M i a00N M— -0d1N cQQq i LO 4- N /M W 0 U C,4 Y r R-421213 S-421201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS—BUILTS COMPOSITE UTILITY PLAN VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 Ir W OM = T � N z%0 = ` DATE: 7/7/2023 m = O FIELDB001C PACE: Q J LLi DRAWING NO, U m mmT: 13 OF: w 0 L}V N r N N I N nI rr w O r n Z a Q 0 O cn N 0 U V) m Q N O N O N to \ Q) E 0 a 3 I 00 r� N C / 00 n N / 1n O O CD jw 5 45 Iz i7 AS-BUILTS WATER AND SEWER PLAN AND PROFILE OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON rI z I \ 1 SSCO#1 1 +207#2 SSCO#3 ��....... 1+99 SEE SHEET 25 FOR o 299.20 0+79 2 , � SSCO#4 m z v L=45 L=45' 4 � t L=45 298.80 IE=z9�-8�292.71 291.911E=i9�i8- 298.20 2+47 CONTINUATION g \ IE=293-2E}292.78 L=45 ■■■ ■■I�i■ ■■ ■ fm a �l S-885� 5= �o° S=� s - 297.70 WATER MAIN FITTING ;� I I 'T �!' , 731% 4.287 291.so IE=� ---- 8.15.`� I a DATA TABLE 4-1 1p(l) P(u) P(UG) P(UG) . • 11 OSTA. 10+06.50 7.00' LT EX 8" STORM II a INSTALL: I 1-16"X8" TAPPING TEE (MJxFL) W 1-8" GATE VALVE (FLxMJ) Z 11 I I EX 8" SEWER CONCRETE BLOCKING I .: WET -TAP TO BE PERFORMED BY ^� J.II I 3�i a CITY APPROVED CONTRACTORIII w I �' "� 52 LF 8" DI At ^.P I W a CONNECT 8" WATER MAIN TO EX 16" �� ''`�I�Z ¢ m 2 DI WATER MAIN IN ACCORDANCE TO IW la Qo I I 30 CITY OF RENTON REQUIREMENTS & a W o a PER C.O.R. STD. PLAN 300.1. ejQ IwI-J o FINAL CONNECTION TO BE I .x W 00011 I 13 3 II PERFORMED BY CITY FORCES. W m l z I I AL . /* ) I I I II d d OSTA. 10+58.58 7.00 LT - - - - \� I l EX 16" WATER I a INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 Of 1-8"X6" TEE (FLXFL) x I 1 1-8" GATE VALVE (FLxMJ) L`' I I ° 1-6 GATE VALVE (FLxMJ)66 d 1-8" ADAPTER (FLxMJ) SEE SHEET 25 FOR CONCRETE BLOCKING CONTINUATION ' OSTA. 12+38.55 7.00' LT INSTALL: ; 1-FIRE HYDRANT ASSEMBLY PER a a STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 1-8" CAP (MJ) 1-5 LF 8" DI SPOOL 2-CONCRETE BLOCKING 1-8" POLYPIGGING CROSS HORIZONTAL PER STD PLAN 300.6 0 10' 20' 40' � 0WATER SERVICE 1" DOMESTIC WATER METER SCALE: 1 "-20' AND DCVA FOR EACH LOT, PER STD. PLANS 320.1 AND 340.8 VERTICAL 0 2.5' 5' 10' 30 UTILITY CROSSINGS: IE 12" SD=292.07 SCALE: 1 "=5' Q 1 T/P 8" SS=289.62 QIE 8" W=294.92 T/P 12" SD=293.82 *SEPARATION IS LESS THAN 1.5', REQUIRES GEOFOAM QIE EX 16" W=294.24 T/P 8" SS=289.51 Q IE 8" W=294.15 T/P 6" SS=290.74 QIE 12" SD=291.87 T/P 6" SS=290.50 QIE 8" W=293.71 T/P 6" SS=290.89 Q IE 12" SD=292.15 T/P 6" SS=290.65 QIE 8, W=293.23 T/P 6" SS=291.12 QIE 12" SD=292.59 T/P 6" SS=290.90 ® IE 8" W=292.91 T/P 6" SS=291.25 ©IE 12" SD=292.87 T/P 6" SS=291.17 • t'1 285 0 -® --- i� � MIA ►�' o•w�ro�.��. �� 1•I 1 ® �_SSCO#8 SSCo#7-/" . 7 6 CL '\--SSCQ#6. 298.30 0+81 1 +29 297.80 297.20 2+O 1 .� L=36 L=36.. L=36' 292.04 1E=2.9z 3$- IE=291.80 BEARING PAD 7.6290 S.=�'rz�� S=5 may ELEVATION (TYP).. 6.159 IE=291.2E) 291.0 S=2.961� 2.55% 5 LF 8" DI d• A d; n ° O p 4 �SSCO#5 .... 2+49 55 L=36' 9 296:50 ..I E=�9-291.35 5=....... 2.36� • I KEYSTONE WALL SEE SHEET 12 FOR DETAILS Q n UI A 1.Ir 'RC A r ivC vVll 1 nv A[)AIA�O{}6 Q Al I vIC)vl Z m I/ BLA 2 4EX L FENCE - EX LOT -TRACT A LINE (TYP) LANDSCAPE _�,- BLA 3 EX TREES TO BE VED (TYP) A I r\/ A 111 C)n\/ nL-L/\ IVIIL- V I A JAI -- n� -TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 (TYP) L •�� -111111911 SOME ., .-. SOME .. - _ MINIZA�� =- 1 �I � _.SESSION onn �© IN. SO SOME ll�_np SESSION SON F41 �!a I SOME MIJOIJ - GENT SO SOME EP4 Ciao Ci�••I �iiL'il• 'i ', Lrn L��■I ��-ar1� 1 1 ��� '��➢9fs� ��IRt• 1 __ _ - _ e=1salih:cl1»IMMIM»46111►[el:Hg11]i 1111101 4ci� ,I _ SOIII ■:�G,��I SOME m NONNI Cl I J is an ��m �I���■ �� 11012_IbA ����7�■ � 7■ ii��l �ii'Cf:�7,� m SOME ' 1•■�� l mmi ��ill■mom - ■�� RAM F� �■OMESOME ���■ - ri' =f1♦�� ■I■� ��� �Z7 I �Ilrr�i SOME - _ _ •• - - - ■.`1/_BIY�iS1>I:II>t■II1�.�� =ylS>"S!I:■III><IIG>�IIG1i■■- _ - • - - ■:u��t:-R-�-z - - - . . e ,l•.1:�t IIIIIIIIIIIIIIIIIIIIII■:uPd��SOME t /�•,� 1 tiI1.1•t71.e1= 1!•4••lf -- __-MEW alFT_r_F. »I I.`411►[eweI:1-•1 11 SON 11111IIIJ10awliCulmhLa SENSE ■ � � :Z�] I�L`� � IZe 1:L11] 9+80 11+00 12+00 ROAD A RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 1 I RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 1I6TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RK 5/4/22 BJT SURVEYED. RK 7/7/23 BJT oESIcNEo RK DRAWN: RK CHECKED: BJT BY DATE APPR �P : BJT 285 CALL BEFORE YOU DIG: 1-800-424-5555 PLAN: 1 " "=2 wzncu N, • CITY 0 F PROF: H 1 0' HORIZONTAL'NADD 1ees/�ee� V1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1 "=20' WATER NOTE: 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER RENTON REGIONAL FIRE AUTHORITY WAIVER OF TURNAROUND REQUIREMENT FOR STREETS LONGER THAN 150'. 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1. DETECTOR ASSEMBLY IS REQUIRED AFTER DOMESTIC SYSTEMS BRANCHES OFF TO FIRE SPRINKLER SYSTEM, UNLESS PLUMBING PLANS SHOW FLOW -THROUGH SYSTEM. 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER UTILITIES. 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL SEPARATION. 5. ALL MECHANICAL FITTINGS SHALL HAVE RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE 0 N S THE INSTALLATION OF WATER MAINS IN �� -r WAS 0 ALL CUT OR FILL AREAS. Al ti y CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. R-421224 S-421202 ' co �20100 41� FS F01 S TERN s1"NA L ECG 7/7/202-3 V E C 0 °' o .� ,^ v , C uj c N N M < 05 N m -0 0')N a� 0) tn Lr) i Ln a-+' N N /c�v W rO, V r a) Y �'t W-421202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS WATER AND SEWER PLAN AND PROFILE VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 0 O O T q w u M I�l N a J H H T N rr W 0- OM T � N z0 = z DATE 7/7/2023 m O FIELDBOOK:ZJ PACE: a J w DRAWING NO: U m Si,EEr. 24 OF:4 CONSTRUCTION RECORD N DRAWING N THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS I PREPARED BY BARGHAUSEN CONSULTING 0 ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A 0 COMBINATION OF THE FIELD SURVEYED INFORMATION Lu AND DOCUMENTED FIELD REVISIONS. AS-BUILTS WATER AND SEWER PLAN AND PROFILE OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Fv` A- 601 N I r? EX WATER N T ``' I STUBS EX WATER I EX WATER T N g} , (V r`` �'F`' METERS I METER CB STD GRT r I I EX SHRUB RIM=296.46 f----- ----- ` 12" ADS E IE=291.51 � � SSCO �SSCO I� j 12 ADS W IE=291.51 Al I__��................... SSMH EX R� T j SDMH I I RIM=295.08' ,-; E� ----------------- - - ----- - --- - - --- -� --- - RIM=296.74' - DRIVE 8 PVC N IE=281.03------_ ---- -------------_ _____- __ -_- -- ---------- 8" PVC S IE=280.93' MAILBOXES EX DRIVEWAY EX MAILBOX i EX EOA 12 ADS NE IE=288.79 II 12'ADS W IE=291.19' MIO573 o STA 28+24.41, 6.98' .RTT K' BEGIN FRONTAGE IMPROVEMENTS: AND EX 8 SEWER / I ��� N S w FULL STREET GRIND AND OVERLAY I� �SAWCUT EX 12" STORM TO BE ��� (0" R - EX 16" WATER - _ � - i✓ LINE (TYP) EXTENDED TO CB#2 - �� w 1 0 0 ' '';.. EX 16" WATER o\\� 0 0 �... _ o -w-w-w w-w-w_-w_ _w--_w-w-w_- w w-w-w w-w w-w-w-w-w w-w Ao w w-w-w w w w w- Li j EX FIRE F � � EX OVERHEAD POWER � F •�`" �- -� �- o, x TO BE RELOCATED EX WATER I 1 •' "'.. 4 HYDRANT a O UNDERGROUND METERS �II 1 ) P(OH) "'P(Qy),. P(OH) P(OH) (OH) (OH) P(OH) T P(OH) P(OH) P(OH) Fp(OH) P(P$H) Pf�(' ( P(OH) P OH) P(UG) (UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) -J / 5 1 Z" ST( n EX POWER POLE. ADD 29¢ �i ii �� - �� - �� Ol 3'� �d n GUY WIRE TO POLE I p . z EX R-/7W-. EX FENCE j EX WATER EX FENCE (TYP) (TYP) �J METER I '• q I 2 .. ( \ A (� n ^Two r n `J`�• ` , �ci .....�.- -cJ P(UG) P(UG) "UGk - EX 20 � -, EASEMENTS a EX POWER POLE TO BE Q rEX DRIVEWAY nv ���a�� a REMOVED. POWER AND SEF r, -r� I I TO BE RELOCATED UNDERG EX UNDERGROUND - _ ALONG PROJECT FRONTAGE POWER LINE (TYP) EX UNDERGROUND �� 8 TELEPHONE LINE (TYP) I 298.30� EX GAS LINE (TYP) Q 0 0 cn Q) 0 U V) Q N 0 r7 N 0 N u7 \ E 0 0 a N 3 I co r� N C c c a) 00 r7 N 1-1 V) 0 0 0 w - i7 '. n0 0 .0 285 280 275 26+80 27+00 EX WATER METERS EX R/W I I I I , SSMH r I RIM=302.50� ° CB STD GRT 8 PVC N IE=290.85 RIM=304.08' --------------------------- SEE SHEET 24 FOR CONTINUATION 29+00 ABERDEEN AVE NE COLLECTOR ARTERIAL/ NEIGHBORHOOD GREENWAY HORIZ. 1 "=20' - VERT. 1 "=5' 1 RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I ' BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RK 5/4/22 BJT s'"wE"m� RK 7/7/23 BJT DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT 311E �_z 0 10' 20' 40' SCALE: 1 "=20' Z SSMH _ _ - O M RIM=304.56' N/S/NW O (NO INVERTS MEASURED) 8R'E MAP KEY PLAN � T N CB STD GRT T L RIM=305.12' WATER NOTE:CD V 12" ADS..W IE=301.12' ' ---LJ 12 ADS S�' IE=301.12 1. EACH LOT SHALL HAVE FIRE SPRINKLERS 0 EX DRIVEWAY _ ---- PER PER RENTON REGIONAL FIRE AUTHORITY EX R W WAIVER OF TURNAROUND REQUIREMENT FOR II SDMH STREETS LONGER THAN 150'. - - - - __-- - - - ------- -- --_-RIM=305.32 2. 1" WATER METER SHALL BE INSTALLED FOR / EX 12" STORM I I 12" ADS E IE=297.10' EACH LOT TO ACCOMMODATE FIRE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 18" ADS S IE=297.07' SPRINKLERS AND DOMESTIC WATER SUPPLY. I I 12" ADS W IE=301.19' SEE C.O.R. STD 320.1 II - 3. MINIMUM OF 10 FT SEPARATION BETWEEN SAWCUT SSMH II EX 12" STORM SEWER, STORM AND WATER MAIN. MINIMUM Y LINE (TYP) RIM=304.56' I N OF 5 FT BETWEEN ALL OTHER UTILITIES. _ _ 4. MINIMUM OF 18-INCH VERTICAL SEPARATION (NO INVERTS MEASURED) I I oo EX FIRE WHERE BETWEE MINIMUM SEPARATIOWATER N ISTNOT ORM LINES C4 --------, II HYDRANT FEASIBLE, NON -POTABLE WATER PIPE SHALL T wA w-w-I�-w-w-w-w-w-h-w-w-w w-w= O -- ____ _____ O ---�` �----------�_____� - - - � ��� BE PRESSURE RATED PIPE (PVC C900, DI, STA 31 +51.27, a: r ; 17.62' RT; _ ?:.. OR EQUAL). ALL OTHER UTILITIES 12-INCH O - P(OH P(0 I P(OH) -- (HO)d''..'•••'•..(HO)d ,.(Ho)'�(� MINIMUM VERTICAL SEPARATION. --_-_--P(UG - _J ' 5. ALL MECHANICAL FITTINGS SHALL HAVE r P-G-----' CB STD GRT r RESTRAINED -RETAINER GLANDS EQUAL TO (V --- ---- r _ RIM=304.96' I MEGALUG SERIES 1100 OR ROMAC EX R W 12" ADS W IE=297.61' ROMAGRIP AND CONCRETE BLOCKING Q IIIIII T`� I" I J EX WATER E I SEWER NOTES: I �I EX FENC `r „� METERS e, (TYP) I 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS J EX 22' STA 31 +51.26, 26.44' RT NOTED OTHERWISE. " EASEMENT END FRONTAGE IMPROVEMENTS AND 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6 PVC CONNECT TO EX DRIVEWAY AND END SAWCUT SDR-35 ® 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE N EX GAS SAME MATERIAL AS THE SEWER MAIN. G I 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 LINE P) I NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE �l� KIR UTILITY CROSSINGS QIE 12" SD=292.07 T/P 8" SS=289.62 QIE 8" W=294.92 T/P 12" SD=293.82 *SEPARATION IS LESS THAN 1.5% REQUIRES GEOFOAM QIE EX 16" W=294.24 T/P 8" SS=289.51 Q IE 6" W=292.42 T/P 8" SD=290.87 *SEPARATION IS LESS THAN 1.5% REQUIRES GEOFOAM THE INSTALLATION OF WATER MAINS IN Liz ALL CUT OR FILL AREAS. C'0 T O O O 300 WATER MAIN FITTING DATA TABLE OSTA. 30+07.00 6.50' RT INSTALL: 295 1-16"X8" TAPPING TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING WET -TAP TO BE PERFORMED BY CITY APPROVED CONTRACTOR 2� CONNECT 8" WATER MAIN TO EX 16" DI WATER MAIN IN ACCORDANCE TO CITY OF RENTON REQUIREMENTS & PER C.O.R. STD. PLAN 300.1. FINAL CONNECTION TO BE PERFORMED BY CITY FORCES. 285 OREMOVE EX FIRE HYDRANT. REPLACE WITH NEW FIRE HYDRANT IN PLANTER STRIP 18-INCHES BEHIND FACE OF CURB. INSTALL NEW 6" DI PIPE SPOOL FROM EXISTING 6" VALVE TO NEW HYDRANT LOCATION. 31+00 CALL BEFORE YOU DIG: 1-800-424-5555 SCALE PLAN: 1 " "=2 HORIZONTAL' AD 1 ,M CITY 0 F PROF: H 1 "=20' HORIzoNru: NAD gees/1ee1 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 280 R-421225 275 S-421203 O N S/ WAS ti O Ul o Z �20100 41� 01 F_0 FS S T s/'NA L ECG 7/7/202-3 E c 0 d% _c 7 .� 0 C Z C Lu c N N M < 00 N m �a� � LO i O Ln a-7 N N /c�v W U r a) Y �,t T N F_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS L AS-BUILTS WATER AND SEWER PLAN AND PROFILE VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 rr W 0_ 00 OM ET � N Z%0 ` DATE: 7/7/2023 m ZJ 0 FIELDBOOK: PAGE: a J w DRAWING NO, U m SHEEN 25 OF: 4 I— LL W I^..L O r n z rr V \a N / O O O AS-BUILTS WATER NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. � CITY OF RENTON, KING COUNTY, WASHINGTON WATER PLAN GENERAL NOTES Standard Plan No.3W 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CFTY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL, BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FORTHE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CLTY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESSCLASS 52 PERAWWAC 151AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C11O/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINLSHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 4B INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY Of RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 P5I PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UNE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9, THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TD THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION, THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORMS THE CONNECTION TOTHE EXISTING WATER SYSTEM, THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS STD. Pi" — 800.0 DEPARTMENT WATER PLAN GENERAL NOTES MARCH 2010 EXISTING WATER MAIN TESTING CONNECTION POLYPIG STATION PER STD PLAN 300.6 (1) VE RTICA L C ROSS (MJ x F L) (II BLIND FLANGE ON TOP WITH Z" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2"TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING I a 4 ■ ❑ j o` gi to NEW DI WATER MAIN T TEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY LICENSED WET TAP CONTRACTOR) 3 x iD (1) TAPPING TEE (MJxFL) PER STD PLAN 300.6 MIN III TAPPING GATE VALVE IFLxMJ) (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY 1 WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION UPON COMPLETION OF POLYP IGGING, HYDROSTATICTESTING, AND D151NFECTION, REMOVE TEMPORARY THRUST BLOCKING ANDTEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (SY CITY FORCES) (2) DI SPOOLS (1) DI SLEEVE (MJ) u 4 e� � � � •�F�❑ � I �I ®I ] I� NEW DI WATER MAIN � PPP 999 �J I STD. PLAN 300.5 PUBLICW("KS CONNECTION TO WATER MAIN vPPaovED DEPARTMENT TAPPING TEE AND VALVE DATE DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 FINISHED GRADE 9" TO 12" 24" 70 30" a 22 Yj° MAIN — LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER MATERIALS �I INUNIMPROVEDROW, zl w� INSTALL METER BOX w. CITY I PRIVATE p • AT PROPERTY LINE WITH p • �— —� a 1" COPPER TAILPIECE Q. PI PING PIPING I . I . I �SIDEWALK I I -- 1+12"� ^ li 21" TO 30" I s 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, O A CORPORATION 570P FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ TUBING 1" TYPE "K" SOFT COPPER TUBING 1" SETTER, QUICK JOINT INLETAND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK OC METER SETTER VALVE ON OUTLET, FORD VBH74.15W-44.44-Q-N L, A.Y. MCDONALD 721.415WCQQ44, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS a WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY OE METER BOX METER BOX, ARMORCASTA6001946PCX38, WITH METER BOX LID, ARMORCA5TA6001969RCI-H7, TO READ "RENTON WATER" (F COUPLER AND PLUG COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO PROPERTY IS TO BE INSTALLED IN THE FUTURE a GRAVEL 1 VI" WASHED GRAVEL STD. PLAN - 3ZO.1 PUBLIC WORKS I 1" WATER SERVICE DEPARTMENT RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SURVEYED. REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DUM RK WAINN. RK cHE BJT REVISION BY DATE APPR APPROV BJT DATE N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTES: 1, FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. O A HYDRANT B TEE VALVE CO Q VALVE BOX EO PIPE OJOINT RESTRAINT Q GRAVEL HO CONCRETE BLOCK 0 BLOCKING JO SHEAR BLOCK PAVEMENTMARKER COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO, 1 %" PENTAGON OPERATING NUT, TWO (2) 2 X" NST HOSE NOZZLES, AND 4.87S" SST PUMPER NOZZLE EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. MAIN LINE TEE WITH 6" FLANGE 51DE OUTLET 6" GATE VALVE (FLxMJ) VALVE BOX AND LID PER STO PLAN 330.7 CLASS 52 DI, LENGTH TO FIT MECHANICALJOINT RESTRAINT OR (2) 3/4" CORTEN STEEL TIE RODS FOR DISTANCES OVER ONE PIPE LENGTH 1 X" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 3-MIL POLYETHYLENE SHEETING AROUND TOP AND SIDES OF GRAVEL MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AN D GATE VALVE CONCRETE BLOCKING PER STD PLAN 330.1 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED -JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 PUBLIC WORKS I FIRE HYDRANT ASSEMBLY �:. DEPARTMENT VOUIC- _ NAYD I HORIZONTAL• NAD 1910 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 AoRtIL CITY OF RENTON Planning/Building/Public Works Dept. STD. PLAN - 310.1 QATF. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. A �20' 00241, �� s STERN Slo L ECG 7/ 7/2023 V E V rL 4 ul 7 •� o b. C W c � N M a000N m Lo v c� O LO 4-7 N N / W U � r Y R-421228 � W-421204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS WATER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O Lo T O O T N T �� 6LJ rr W 0- co OM T � N z %� ` DATE 7/7/2023 m ZJ 0 FlELDB001C PACE: Q J uj DRAWING NO: U m SIEET: 28 L}V N T N I N I rr LL Lu I..L O rr I z r2 V \a N C / 00 N / O O O E MATERIA.IS VALVE BOX AND LID SECTION A -A CL MAIN TWO-PIECE VALVE BOX WITH REGULAR BASE SECTION TO FIT AND STANDARD 8" 0 VALVE BOX TOP SECTION, OLYMPIC FOUNDRY INC 9400A RICH 9045 (NON -LOCKING) COVER TO MATCH VALVE BOX MANUFACTURER, TO READ "WATER", VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN 8' THICK HMA FOR VALVE IN PAVED C HMA COLLAR AREA OR 3'x3'x5" CONCRETE PAD IN UNPAVED AREA OPERATING SEE DETAIL, THIS SHEET NUT EXTENSION WHITE MARKER POST WITH ANCHOR Ea MARKER POST BARB AND BLUE LABEL TO READ "WATER", CARSONITE UTILITY MARKER CRM3-056-08 OR EQUAL AS-BUILTS WATER NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON VALVE OPERATING NUT EXTENSION 2" SQUARE I�r OPERATING NUT 4Y4" DIAMETER Ya" MIN THICKNESS IETER STEEL, ASREQUIRED 1 - }7S" MIN THICKNESS 7 2 A" INSIDE MEASUREMENT 2Y/n" DEPTH NOTES; 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN T BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF V LONG, ONLY ONE EXTENSION TO BE USED PER VALVE. 2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER POST 14 NOTES 62" 1, VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS. 2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST WITH Z" NUMERALS. VALVE BOX, STD. PLAN - 330.7 s• PUBLIC WORKS navxovEo: ~ DEPARTMENT OPERATING NUT EXTENSION, AND MARKER POST DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT NIN CASE MARK I WITH BRASS SAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 D.7 4" BLUE REFLECTIVE PAVEMENT MARKER, STIMSONITE MODEL C98 OR EQUAL, PLACED 4" FROM ROADWAY CENTERLINE AS INDICATED BELOW I MARKER I I TWO LANE ROAD OFFSET MARKER MARKER � I I I I I FOUR LANE ROAD OFFSET MARKER i MARKER 1 u 1 I ON 51DE STREETS WHERE THE HYDRANT 15 WITHIN 20' OF A MAJOR STREET, THE MARKER SHALL BE INSTALLED ON THAT MAJOR STREET MARKER I I I � I 1 1 FIVE LANE ROAD OFFSET MARKER STD. PLAN - 310.3 . } PUBLIC WORKS FIRE HYDRANT ASSEMBLY APPROVED: DEPARTMENT PAVEMENT MARKER RECORD DRAWINGS AS BUILT REVISION PER COMMENTS DATED REVISION RK 5/4/22 BJT SURVEYM. RK 7/7/23 BJT DUM RK IDRAwN. RK cHE BJT BY DATE APPR BJT N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 90' BEND 45' BEND A .� C CAP J PLUG 22 Y° BEND B D TEE 11 �40 BEND " VALUES BASED ON SAFE BEARING LOAD OF 2,000f{3,0001 PSF B SOILTYPE SAFE BEARING LOAD (PSF) E MUCK OR PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3.000 CEMENTED WITH CLAY 4,000 HARD SHALE 1D,ODO NOTES: 1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDLTIONS. 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0,25 SF BEARING AREA AGAINST THE FITTING. 4, CONCRETE BLOCKING SHALL BEAR AGAINST fITTINGS ONLY AND SHALL RE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. S. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 7, IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAIN ED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. 5TI3. PLAN 330.1 . PUBLIC WORKS CONCRETE BLOCKING APPROVED: DEPARTMENT FOR HORIZONTAL FITTINGS VERIICJ - NAw I H0MZ0NUL NAD 19D3 1991 DATU M MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL {SF} PIPE SIZE PRESSURE � 4J � O kJ [PSI) 4 2U0 2J{ll SJINONE} 1/(NONE) NONE NONE 3U0 3J{2j 2J{21 2f{1] 1J[1) NONE 6 200 4J13} 3J{zj 3J{1} 1J[1) 1J[NONE} 30(1 fiJ{4] 4J{3} 3J{2] 2J{11 1J[NONE} 8" 2fl0 7J{S} SJ{3j 4J{3} 2J{2) iJ{1] 300 11J(8} BJ{5j 6J{4j 3J{zj 2J{lj 1p" 204 1If[8] 8f{6j 6f{4] 3f{2j 2f{lj 275 15J[1I) llJ[7) 9J{6) 5J{3j 3J{21 12" 2IX1 16�{ll} llJ[8) 9f{6] 5J{3j 3J{2j 250 24 15) 17J{11} 13J[9) 7J{Sj 4J(3} 14' 200 22f{13j 16J{] 1} 12J[8) 6J{4j 3J{2j 250 33J{22) 23J{16) 18J{12) 9J{6} 5J{3j i6 ZOO z9J{]9) 21f{14) 15J{11} 8J{6} 5J{3� 225 32J{21) 23J{16) 17f{12} 9J{6j SJ{3j 18" 20O 36J{24) 2bJ{17j 20f{13) 1DJ[7j Sf{4} 2U" 200 45J{29) 32J{21) 24J{lfij 13J[8) 7J{41 24" 2U0 64J{43) 46J{30] 35f{23) 18J[12} 9J{6} CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �20' 0�41� s F01 STFR�` Sf0NA L ECG 7/ 7/2023 V E V ..ww YI rL C] 5 C LJ.I c N N M a001N �a� t � L0 i Ln a-7 N N /c�v W rO, U r a) Y R-421229 � W-421205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS WATER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O T O O T N T a40 rr Lu 0_ 00 OM T � N z0 = z DATE 7/7/2023 m D 0 FlELDB001C PAGE: Q J uj DWgNING N01 U m 9` M OF: w0 L� L}V