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HomeMy WebLinkAboutR-4048230 a) E 0 0 3 E I 00 i i rn 00 O O O 00 U 0 n O 0 Q li! < Lq(D aL� ASBUILT ROAD + DRAINAGE PLAN + PROFILE - UNION AVE NE I I I PERKINS I �'� i i i i I OF CW1 DRIVEWAY 8' SIDEWALK I �i FOREST TERRACE PLAT FACILITIES & OPERATIONS CTR POSITION 24-INCH ROUND 042305-9069 A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. SOLID LID JUST SOUTH OF EX IE] R/W Z --- THE PERKINS DRIVEWAY CITY OF RENTON, KING COUNTY, WASHINGTON 6' EX WATER METER (TYP) CB#41 PLACEMENT DETAIL SITE PLAN KEY MAPNITS C� TO BE RELOCATED TO 25,. EX 15" SD - BLIND 0 10' 20' 40' C0 - -• II PLANTER STRIP %' II CONNECTION AT MAINLINE... EX HOUSE ROAD NAME SIGN &STOP SIGN O �• CONNECT EX PIPE TO CB#41 FOUND y2 REBAR & CAP CO RESIRENTIAL �S , > RIM 420.77 (E) SCALE: 'I =20 INSTALLED PER DETAIL ON SHEET II STAMPED 'T.C.A. INC.. PARKING ONLY 00 / IE=.71- (3) 414.12 r 41. 9634 10356 AT GRADE a. TO BE REMOVED EX WATER 7/21 /2017 13 LF 3 SD �� a o SERVICE ��, KEYNOTE: NOTE: • - ______________ �� ® 1.50% a SSMH #10411 SOLAR POWERED :II\� N RIM 395.34 „ >> SPOT ELEVATION AT BACK OF EXACT LOCATION AND NUMBER OF SIGNS 100 DEFLECTION 8 PVC IE 388.34 (S) EX SEWER 0 FLASHING LIGHT & POWER BOX----�-- '' {�{{�-4}i ��' o Z ■ 1 WALK, CENTER OF DRIVEWAY. TO BE CONFIRMED WITH CITY INSPECTOR "20 MPH SCHOOL ZONE" -_ °� II z - °� - RADIUS MIN (TYP) 8" PVC IE 388.24 (N) SERVICE ��� Of Q ' PRIOR TO INSTALLATION OF ALL SIGNS - -' _ ��� o Z 22 LF 3" SD a - _ . O EX POWER POLE TO BEUi Np of �1 _ �.' - _' 2 RELOCATED UNDERGROUND (TYP). ,pro I 4Q?�_ - _ 0 3�z � SEE PSE PLANS _ - - 41_4 _ .PROPOSED R W _ - _ EX C61r10496 - 4',--- : 9Q-- _-- ---- __ __-- OVER __� "' r ,' I..' 'I a' S7 LF.OF 24. DPI= PUBLIC ° ' i I 117 LF 24 LCPE�PUBLIC EX SIGN "NO TRUCKS 2 , -,� __423.__- 4_24 - 42_2_ _ :� �. I j 6 I. 1 ° ~ - - y " ,.. 26,000 LBS TO BE R W" ° 'CBt41 RELOCATED TO I. r .......C• i. 11 E(OH) 2 I I•. • X ............. .. � .. � .. .:: ••• �' :..;: e: i � P TER STRIP � W REMOVED AND CIO. t„ f .' ....... P t�I .... 4 I a 1- I ao 1 LAN ° ► _____ . , f _ I' °' I �� 1 4 5 R W 4 I •�= G00 -r F. 6 y.�AT I . 1 - - - - - - -- -- - -- - - - - - - - ---- ------�-- - - ,-- - - - -- - - - - \ - - - - -' EX EOA " t 1' W ®MAILBOX TO PLANTERTSTR P. 2 - - - -- - - -= �- 1 6 AT AI CONTRACTOR WILL PROTECT EX 0495 \. V EX I A \ I 2 W MAILBOX AND INSURE EX l WEEP HOLE \ E 1. \ - I " �0 1•. \'• REMOVE Ei \•. �. \'. F i•. ►: i. is r • co 47 LF OF 24 I:• h IE=414.18 (3") 1' \ . \' \' \ EX WATER \ 1: 1. 1 t Q MAILBOX IS ACCESSIBLE HDPE PUBLI 1 1'. \: 24 CMP1J r. \'. \ �. 1: ►: I: W DURING CONSTRUCTION. N O I _ S �IVCUT LINE TY . ■ � - - CD � \cfl - - � - -�•.- - �- � �-- �� 1 \': \''. \'•- - - \' \. METER (TYP) ( �.) j: F._ I: I I I I s EX OVERHEAD ' Av.- - - O w ' EX CENIRLINE, OF Rr1lV E _ - O V. EX SIGN XWALK AHEAD TO II g EX 8" o � I I EX .12 o UNION AVE NE o J BE REMOVED AND RELOCATED 00 I o TO PLANTER STRIP I I SEWER G G G:: w , ,: G WATER EX FIRNE G G G g G G; G G ��' " " SPECIAL NOTE: ( _ II I (NP) W I : EX GA (TYP) W W W W W- - : EX 12'W�' ■ ©3 PVC RD SHALL BE IN A 4 DI EX. MONUMENT. CONTRACTOR TO NOTIFY Q II W W (TYP) SAWCUT NE (TYP) SURVEY DEPARTMENT PRIOR TO CONSTRUCTION i OVERLAY OF HALF OF SLEEVE GOING UNDER SIDEWALK ITH A LINE WATER TYP Q :� � AND THROUGH CURB LINE W -------------------=---------------'------ -----=---------------------------;--------------'--------------=------ -------------------- --- --------------- - - - ------------------------ -- REMOVAL AND I TYP EX EOA (TYP) TO FILE A DNR PERMIT FOR I I =---------------------------------------- _ •'• UNION NE- (--•) - - - ----- - - - - - - - - _- - - ------------- ---------__-_________- :_________ ____=_-_=______-__-------------___... ____ - __ - - - - - = = _ - - ----- - - - - - 6 MINIMUM COVER UNDER REPLACEMENT OF MONUMENT. - --- - - - ------------ I I .. `EX DRIVE►IVAY EX ry21VEWAY X DRIVEWAYI. � II I SIDEWALK. EX WATER I II.. O EX SIDEWALK I ....... - - VALVE (TYP) EX R W _ _ \ _ _ - - -- -- - CB #10337- - - EX R .W SSMH #10476 T CB 10358 II EX F NCE 1-RIM 398.78 [] KEYNOTES I I RIM 419.11 W/ SIGN CB #10376 RIM' 406.87 II EX WATER 12" CPP IE 396.43 (S) I EX SIGN CONSTRUCTION RECORD 8" PVC IE 410.46 (S & E) "END SCHOOL ZONE" CB #10380 I .� I �.p EX CURB RAMP NUMBER SEE RIM 408.95 12 I CPP IE 11 METER ROCKERY 12 CPP IE 395.73 (N) ( ) TELECOM. ® SHEET 32 FOR GRADING DRAWING I 8" PVC IE 410.36 (N) "NO PARKING ANYTIME" RIM 412.91 1 8" CPP IE 406.10 (E) 401.62 (N & SE) 11 I (TYP) CONTINUES EAST I (TYP) DETAILS. 8" CPP IE 409.96 (E) THIS CONSTRUCTION RECORD DRAWING IS A I I I r COPY OF THE APPROVED CONSTRUCTION 435 435 410 410 DRAWINGS PREPARED BY BARGHAUSEN CONTRACTOR TO POTHOLE TO VERIFY CONSULTING ENGINEERS, INC AND HAS BEEN O ONTAL EDITED TO REFLECT ASBUILT CONDITIONS. THE WATERMAIN LOCATION AND ELEVATION AT , INFORMATION PROVIDED ON THESE RECORD O ANY PROPOSED UTILITY CROSSING AND DRAWINGS IS A COMBINATION OF FIELD O NOTIFY ENGINEER IF CONFLICT EXISTS. SURVEYED INFORMATION AND DOCUMENTED O EK11 410 ••• may. = r • •y •• IIIIIIIIIIIIIIIIIE CONTRACTOR SHALL POTHOLE EXISTING m --_ PRIOR • CONSTRUCTION AND • I , VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. �%Zr SPECIAL NOTE: IL �7 ��Z������T►��m 1 WATER MAIN (SPU) WAS POTHOLED ON MARCH 6TH, 2020. HORIZONTAL 94 EE AND VERTICAL LOCATIONS WERE TRANSCRIBED BASED ON CONTRACTOR NOTES ONTO THIS PLAN IMENA111031111 111111111111111111�9 �Iwlj m m FIE SET. PRIOR TO CONSTRUCTION CONTRACTOR SHALL POTHOLE AND VERIFY THE EXACT LOCATION AT ALL ,041%6- 'NOW ,A h�,W EEEIEEI� Mob qRSEIEIIIIIIIIE UTILITY CROSSINGS AND/OR WORKING ADJACENT TO WA m IIIIIIIIIIIII&A 21§ q, 11-1 WD-A k%- I FAI NEIIE= THE SPU MAIN. CONTACT ENGINEER IF CONFLICT 1A EXISTS. 2. SEATTLE PUBLIC UTILITY (SPU) PERSONNEL SHALL BE PRESENT AT ALL TIMES DURING POTHOLING. L7��Tmm,T�,3� VA z�i•1li�%:a•>:w 1♦��_��\_I�\��R'_REIN 1-NOTES: m M1110 RL 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS m 0 0 0 1 ii bl.4-WA I I NOW, A 0 i 121 %Qj K 2. PERFORATED STUB -OUT CONNECTION SHALL [slitW_IIIIIEE1EE BE INSTALLED ON • OF EEE111E1III1 m HOUSE CONSTRUCTION PER DETAIL ON SHT EII � �,•������_�� Imo.-rn-�ar�:�►�nr%t=�1%� �� FING GRA CENTERLI N Ln � N cO N O L6 N Nt N N N 00 0 Lc� 00 � �_ O a N � O 't Q6 O U-) 4 O 31+00 32+00 33+00 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT SURVEYED: BENCHMARK DESIGNED:TJS FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DRAWN: DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE TJS 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) CHECKED: HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 N0. REVISION BY DATE APPR APPROVED: JT u7 u7 u7 � N O N O 00 CO `d_ N O O O) 0) O-) O-) 34+00 SALE: PLAN: 1 "=20' VERTICAL. w,w 1988 CITY 0 F PROF: H 1 "=20' HORIZONTAL' NAD 1983/1991 V 1"=5� RENTON ONE INCH DATU M IFAT FULL NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY 375 NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. z y 4 423 p �� F0; S T E�, SSIONA L 2/ 7/21 V G V O � � O Z3 .� 0 C Z C Lu c N N M < 00 N m C Q l0 ) L0 L O L0 a-+ N N /c�v W U r a) Y �,t R-404823� IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 365 J co w 00 U � � WMM Q T �0 ASBUILT ROAD + DRAINAGE PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLATBOOK: PAGE.c! OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: oF: Q v 23 89 ,� m 370