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HomeMy WebLinkAboutW-421201T 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