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HomeMy WebLinkAboutzS-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 rr W q O rr n z r= V \Q Q C) 0 N 0 U V) a LO N 0 N 0 N Ln E 0 a a 3 co 1 00 I10 N C / 00 N / 0 0 j W 0_ 45 IT COVER PER STO PLAN 441 SEAL WITH AR 400D OR APPROVED--' EQUAL AND DRY SAND AFTER PLAN PATCHING NT5 OUTSIDE �1Aµ£TER 9F (SEE NOTE 9) ,tSTMEW RANG +N1D % SEE NOTE 2 x dOTi6}A OF FRAME MORTAR JOINT(S) [3/11} MIN.-2- MAXJ] ` ADJUSTMENT PING (T" MIN)- SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE S. 7-I5.s(I ). SECTION A —A 1 REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ON FOOT (MIN.X ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. 2. REPLACE EXCAVATED MATEPJAL WITH A MINIMUM OF W OF HMA GLASS z PG e4-22 (OR TO A DEPTH THAT IS 2' BELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER) OR AS APPROVED RY THE ENGINEER. 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN MORTAR MORTAR SHALL BE ASTM C270 FOR TYPE S. 4. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. NOTES 5- CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED E ONLY BY A JOURNEYMAN MASON. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY. THE MBE OF 5HIN$18 PROM I MD. 7- FRAME SH LL BE ADJ USTEO TO PAvr:mr:NT GRADE BY ►A� TAPPING UNTIL FRAIS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. B. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAINMP VISIBLE UPON COLETION. 9, X= Vtr MIN. TO 2-W MAX, - PER ENGINEE WS tNSTRuc ON R775 PiAm _ 7 na PUBLIC WORKS TYPICAL CONSTRUCTION BEPARTMENT AND ADJUSTMENT OF MANHOLE RISERS WASTEWATER LTnLITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WrrH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTfAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1986 HORIZONTAL CONTROL SHALL BE NORTH AMERiCAN DATUM 1983H991 UNLESS OTHERWISE APPROVED SY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFeRENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBIL17Y TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR 13 SQLFI.Y RESPONSIKE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES T. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHE S. MAXIMUM DEPTH 1a-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL 8 SANITARY SEWER PIPE SHALL SE POLYVINYL CHLORIDE {PVC) RUBBER-GASKETEO ASTM D 303.4. 5DR 35, C9001C905 OR DUCTILE IRON CLASS 50. UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED SY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC-). IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINrnER LICENSED iN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD OETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON - XISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 903 AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WELL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL M IN ACCORDANCE WITH STANDARD PLAN 4C5 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SVSTI M VVHI CH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR S�- PlAN4f3 PUBLIC WORKS WASTEWATER UTILITY APPF40VEDsg� DEPARTMENT STANDARD NOTES Martin Pastuchaar26/2 rDATE Ili AS-BUILTS SEWER 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 Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APR AR ON PRO]ECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modifier by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction, 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right 0f way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to Verify the true and correct location so as to avoid damage or disturbance. 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill ❑ver pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 11RECORD DRAWINGS As BUILTDRAWINGS 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 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. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RK 5/4/22 BJT s"I""' RK 7/7/23 BJT DEs . RK I YM: RK cHE BJT BY DATE APPR APP� BJT Utility Specifications 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. 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 1.3. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erasion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Manning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. pipe bedding shall be pea gravel 6 inches alcove and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM ❑ 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERIICAI_ NAVD , HGRRONrA_ WI W 1991 DATU V CALL BEFORE YOU DIG: 1-800-424-5555 + CITY OF RENTON Planning/Building/Public Works Dept. �20' 0�41� s F0/STERN NA L ECG 7/ 7/2023 V G V • Vf = L � � 7 A� W •� 0 C W C � N M Q 00 N 4-0� 101 Q N ^� i 0) 0 L0 Ic L0 4-7 N W V r Y R-421226 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS SEWER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O LO T O O T N T W �J M I H H H H rr W 0— 00 OM T � N z0 = z D,E 7/7/2023 m 0 FlELDB001C PACE Q J ULi DWgNING NO U m %EEh 26 OF: wL}0 N T N N r.' LL ui In O rr n Z 2 C� Q Q 0 0 a U V) mi Q N CD Irl) N CD N Ln N E 0 0 a N a 3 I co r� N C / Ip N / 0 0 CD DocuSkgn Envelope ID 345B681D-914F-4F2❑-AB59-7C1921)3B78A3 NOT TO SCALE AS-BUILTS SEWER 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 MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL BE A MAXIMUM OF 18" BELOW THE COVER CONE (ECCENTRIC) 5TEF5 -- POLYPROPYLENE STEPS SHALL SE INCLUDED RUBBER GASKETED JOINTS SEE NOTE 5 IF REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' SHELF AND CHANNEL SHALL BE 3000 PSi CONCRETE PRECAST BASE SECTION OR CAST IN SHELF COMPACTED SLIEGRAOE WITH 6" CRUSHED ROCK OR ADDITIONAL IOATERIAL SUITABLE TO SUPPORT STRUCTURE A. ,B. ,0, ,p, ,E 48'I MH 48" 6" MIN. 5"MIN 24" MIN, 21" I D 54" MH 54" 8" MIN 5 5" MIN 24" MIN 24' 1 Q 60" MH 60" 8" MIN 6" MIN 42" MIN 30" 11) NOTES, 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECT4DNS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE INITIA ASTM C-478- 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 ThLU_SE OF SHIMS IS PROHIBITED. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WA55ER MC--sHiELDCOAT 100 oR APPROVED EDUAL, COLOR OF COATING SHALL BE WI117E 5 RUBBER GASi<ETED JOINTS SHALL DE W CONFORMIANCE WITH ASTM C-443 8 CHANNEL w1DTH AND HEIGHT SMALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINiMiM 2'-WIDE CONCRETE RFNG POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLCPE rO MATCH PAMKn} _ 9 MANHOLES OVER 20' DEEP SHALL BE A MIN,MUM OF 60" IN DIAMETER STD. PLAN - 400. qwfk5ia and b1 URI PUBLIC WORKS STANDARD SANITARY MANHOLE 26/2020. DEPARTMENT Martin Pagluc�l`� i :kyA,yl, 9Arr I 12 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 "X" 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 Docu51gr1 Erwelope Ip 345B681p-914F-4F2D•AB59.7Ci92D3B78A3 c-a r-y r---_-------7 I :---EX. SEWER MAIN I r 1 i I 1 I i i i l PROPERTY LINE SP04L z (LENGTH AS HEEDED) i i 3'-0" MIN 8 5" SEWER 51-UB � I 4 �} FUTURE 4" 5110E SEWER I 1 I i $EWER WAIN TE£ X 6" TEE SiUtWALK l I I J COOPUNG (TY)PL J L J IT I� F I� . I BEND AS REal,1+�ED E4STING SANITARY SEWER MAIN '-6" SEWER S709 SEWER MAIN SIZE X 6" TEE ===-------� T"x 4" STUD MARKkNG POSt PAINTEO 6' CAP W►11TE 'M74 THE WORD 'SEWER' STENOLED IN 3" HIGH SLACH LETTERS AND #6 IMRE WRAPPED AROUND THE STUD AMID EXTENDED Tfl THE TOP QF THE STUp e'7€8'X6' SURFACE CLEANOJ7 1417H CAST IRON RIfgM1, AND COVER (EAST JORCAN IRDN WORKS PRODUCT NO 00367502 OR APPROVED EQUAL. SPECtrY 'SEWER" ON LID), CLEANOUT TO BE CEMTEREO IN A Vx2" CONCRETE PAD CONCRETE PAO TO BE 8' IN OEPTk 1 T 8„ SUTURE 4" SIDE SEWER B"k6'k6' wYE FUTURE 6"m 4" IREDUCER ACCEPTABLE PROCEDURES FOR SIDE SEWER_ CONNECTIONS TO EXISTING SEWER MAN A V1TR+FIED CLAY MAIN - CUT' IN A NEW PVC "TEE" USkNG "STRONG -SACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), B CONCRETE MAIN - CUT IN A NEW PVC "TEE` USING "STRONG-I3ACX" FLEWOLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & 0904 PVC MAffv -GUT IN NEW TEE USINO RIGID COUPLINGS OR CDRE-D1;IU_W WITH A ROMAC SADDLE (OR APPROVED EQUAL) 10. DUCTILE IRON MAIM - CORE -DRILLED WITH A FkQMAC SAOULE (OR APPROVED EQUAL) E LINEO MAIN - CONNfrn0N TO SEWER MAINS THAT HAVE $Er NI LINED (CIPP, ETC), CLfT IN A NEW PVC "TEE' USFNG 'STRONG -BACK" FLEXIBLE COUPLINGS {FERNCO OR APPROVED EQUAL). F HOPE - CURE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE- MAY BE USED ON SEWER MAIkS 17" DiAI,iETER OR LARGER G MANHOLE CONNECTION - ALL C014NECTIONS TO MANHOLES SHALL -BE AT MANUFACTURED KNOCK-4UT5 OR THE STRUCTURE SHALL BE CORE-UPLLED AND USE KOR-N-SEAI BOOTS OR APPROVED EQUAL NOTES. 1 PRIOR TO 11ISTALLALDDN OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE GT`I OF RENTON PUBLIC WORKS DEPARTIAENT 2 UNLESS 4THERWSE Sr+OWN DN PLAN. 51LIE SEWER S"AtL AAYE A MINIMUM 2 5' Gavm AT PROPERTY LrNE OR 3-5` LOWER THAN THE LOVCST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHAD HAVE A MINIMUM 2 % SLOPE; UNLESS APPROVED BY THE PUBLIC WOWS INSPECTOR A FOR INSPECTION OF THE SIOF SEWER STUB, CALL p4 HOURS IN M1OVANCE. THE INSPECTION PHONE NUMBER IS ON THE SfDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION ANO A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED nmE DO NOT BAC91FILL T>~E TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SI1DE SEWERS Ito -54E-PUBL4C RICNT-OF_wAY SHALL CONFORM TO STANDARD P:AN 110 CR 11o2 5 TfE 516E SOWER STUB S"ALL HAVE PIPE BEOni%r, 04 ACCORAANCE OTµ SiANOARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED ANO BONDED IN TI.E STATE 0r WASHING74N SIDE SEWER STUB p•�� STD. PLAN-406.1 r PUBLIC WORDS API'ROYE6��_• ` DFPARTIVIFNT INSTALLATION Martin PastUCIIW26/2021 (SEWER MAIN TO PROPERTY LINE) -- � r.-. d vu Yw4s Na'n iP.Ynnm,x VAIT RECORD DRAWINGS AS BUILT REVISION PER COMMENTS DATED REVISION RK 5/4/22 BJT S11RVE"M. RK 7/7/23 BJT DUM RK DRAWN: RK cHE BJT BY DATE APPR BJT 12: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DoeuSlgn Envelope IQ 345B681D-9i4F-4F20-AS69-7C1921D31978P,3 VERTICAL_ M VID I HORIZONUL• NAD 19109 1991 DATU V �W (SEE NOTE 7) LIIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) r' / PIPE FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE N OTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2, HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE:. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF TIDE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFfCATIONS, 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. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING kP DEPARTMENT FOR $ANIT►dli�'� SEWERSMartin Pastuc 26/202 a�4n,.l,w".,a�r3aaan p4� CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. R-421227 �20' 0�41� S10NA L ECG 7/ 7/2023 V G V • L � 7 1 12: O 4-J III .� O pm to C L u c: � N M � C QO0ON t N L0 i O Ln 4- N /c�v W U r a) Y N IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS SEWER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O T O O T N T W u ►M'1 I H rr Lu I- 00 OM T � N z0 = z DATE 7/7/2023 m D 0 FlELDB001C PACE: Q J uj DWgNING NG, U m SHEET: 27 OF: 4