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HomeMy WebLinkAboutR-392328I I I I X z 0 1 CD z a m 0 U N a- 00 rri 0 N 0 N E 0 0 0 0 E o' I Ln Ln 0 co cn cn 0 Ln Ln 0 (0 CD 0 0 Lo a w i� CV rn srn za+eo ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A MATCFLJNE SEE SHEET 27 FOR r�o��`,, 3' , ' ALL RA AT TIFFANY PARK °a W 0 10 20 40 0° ;r .... .. a z• . ' . PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, ` TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 53'•. WETLAND BUFFER KEYNOTE: ALONG TRACT LINE. SEE MITIGATION ° . CURB RAMP NUMBER SEE ��� ° : ; SEE SHEET 21 FOR PLANS FOR DETAILS.: ' i �� � �26 46.6 SHEET 37 GRADING CID DETAILS. FOR CONTINUATION INSTALL 4' HIGH BLACK VINYL : P 2 R M=433.00 CO 12 DI °.:.. �� IE=430.00 (6 .) _ RIM=439.40 CHAIN LINK FENCE PER WSDOT IE=436.30 (6") o ° Q STD PLAN L-20.10-03 ON TOP OFiv > TRAFFIC BARRIER. TRAFFIC ;' 2' 6 o / 1 to - ° . LLw zRETAINING Q BARRIER DESIGNED PER 12" PIPE SHALL WALL PLANS. EXTEND 7 FROM -. '�/ RIM=439.40 ' ` BRIM=4'33.00 i ��\ IE=429.95 y �..... ° Z FACE OF WALL. WETLAND C �,: ,. .(6") _ ...... .........IE=436.40 (6") allo 00 ZZ P o. _ - -' _ - o w CATEGORY 2 15' WIDE STORM _ _ _i i 439.80•. EASEMENT TRACT K- ° __ __--- _ _ -- ______ _ o P ° - IE= 416.50 W/ DEBRIS BARRIER P � & 8' X 8' RIP RAP PAD. RIP RAP SHALL BE \\ ``' \\` 19 REASONABLY WELL GRADED WITH THE O d GRADATION AS FOLLWS: Q 24 INCHES (NOMINAL DIAMETER) 3 : MCA �i� ROAD 8" WATER ��` - - - - - - - - - - - - - - MEDIAN STONE SIZE: 16 INCHES � o ° - F �� _ �„� 15 CB#66 MINIMUM STONE SIZE: 4 INCHES :8 SF' �� 150 LF 18" LCPE -� 24" DI SLEEVE THROUGH °'FR o �. ° o \ - SEE SHEET 37 FOR` J WALL. SEE NOTES BELOW.. CB ° a'. CB%5 :\ BEGIN MAILBOX 26+75.47 o END MAILBOX \ 16 4 i o INTERSECTION DETAIL. 19 LF 12" LCPE a \ STA: \ STA: \ 26+88.97 \ . o. 34 �. NO LANDSCAPE TREES TO BE PLACED WITHIN THE/ e.34 ° o -0 .•. 440.30 7 IE= 416.54. STORM EASEMENT.. /6 .O a >..� ° W/ 5' X 5' RIP RAF? `� �• `\ ?I35.00 : P : Q °. PAD. ROCK LINING `� `h\� `� 1 4 435.85 �`� --- p --- o •� ° OUTFACE PER SPEC y `\ �� \` �\ ,i P .. _ _ _ _ _ _ _ _ _ _ _ _ _ __ , 8.. ON SHEET 33 �A� \ j .c \���` :. II 4 1-' ----- -------- S 17 ' �. 32..LF 1 CPE SITE PLAN KEY MAP a UTILITY CROSSINGS: 12" SD=430.23 IE 8" W=436.10 ZLIE T/P 8" W=429.47 T/P 12" SD=434.96 IE 12" SD=430.16 © IE 8" W=435.20 T/P 8" SS=425.58 T/P 8" SS=432.2 IE 8" SS=425.97 IE 8" SS=430.64 T/P 12" SD=420.81 T/P 12" SD=429.40 QIE 12" SD=433.41 ® IE 8" W=435.57 T/P 12" SD=429.35 T/P 12" SD=429.60 co- �\ �\ ��`�� �\\� ^ ��ti I �. �anRn ° i ��' AFIELD LOCATE LOW POINT PRIOR TO -wIM=424 SO \ \ .cA lb CO ll ft=422.86 IE=419-.80 (6") \\ \\ 425.00 : �� `�• ` \ CIA \ \ CID PROVIDE DI SLEEVE WHERE I PIPE CROSSES WALL (TYP) ` \ ` RIM=429.65'CO26 5 I =4 6 I • E (6 ) 44 436.80 450 MR RIM-436.80 `\ CO i IE=433.80 (6") \. RIM-429.00 IE=426.00 (6") +. CO RIM=436.80 440 IE=433.60 (6") 24-INCH SLEEVE THROUGH WALL 24-INCH DI CASING PIPE REQUIRED FOR 12-INCH LCPE PIPE WITH REMOVABLE SPACERS, TO SUPPORT PIPE AND PROVIDE GRADE CONTROL, PLACED AT EACH END OF THE CASING PIPE. 12-INCH LCPE PIPE PLACED IN CASING SHALL BE A SINGLE SECTION OF PIPE WITH NO JOINTS INSIDE OF THE CASING. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. 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. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 4W mil 425 415 aY " Cn ^ n N - W) cj NPO 01 M 25+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION ai i P � .■■ 6m ■■ Od pNj vi N 26+00 SURVEYED: BCE DESIGNED: BJT BK 1/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: BY DATE APPR RAG APPROVED: BJT col1.0 to y ■ �CE*67 INSTALLATION OF CB#67. COORDINATE WITH CONSTRUCTION INSPECTOR. NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 45. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ElROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). CONTRACTOR SHALL LAY 24" DI CASING 1ST BASE COURSE OF WALL W/12" CARRIER PIPE AND INSTALL CASING PIPE ON TOP OF FIRST LEVEL. ADJUST INVERT OF CARRIER PIPE ACCORDINGLY. NOTE: GEOTECH RECCOMENDATIONS: LAYOUT OF LOCK + LOAD PANELS SHALL BE DETERMINED BY WALL CONTRACTOR. 1. THE 24-INCH DIAMETER SLEEVE SHOULD BE POSITIONED ON A FIRM SUBGRADE PREPARED ALONG THE TOP OF THE FIRST ROW (ROW 1) OF THE LOCK + LOAD PANELS. 2. THE LOCK + LOAD PANELS SHOULD BE TRIMMED TO ACCOMODATE THE PENETRATION. 3. CRUSHED ROCK (FACE GRAVEL) SHOULD BE USED TO BACKFILL AROUND (AND ABOVE) THE PIPE SLEEVE ALIGNMENT AS CONSTRUCTION OF ROW 2 (AND ROW 3) PROCEEDS. 4. THE GEOTECHNICHAL ENGINEER OR THEIR REPRESENTATIVE SHALL BE ONSITE DURING CONSTRUCTION. LOCK + LOAD WALL PENETRATION NTS EKi] KEYNOTE: SPOT ELEVATION AT Ol BACK OF WALK, CENTER OF DRIVEWAY. Q5 3, T • z 4 423 4W " �FSSONA�TE�NG��� N 1a-1201201 r O - 425 O u = 0� - z 5: D Z O Z cw " N J w - " xD 420 I? N Z u J Q rl-) N N p 00 co N rn 00 , j o rn M N CD N 00 U Z_ M W) Z I I Li L Q z p Ln Ln 0 z O Lc) N N Z - 27+00 28+00 C w N N T ROAD A Y U # RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED V� 0•LWE �Hi CONSTRUCTION RECORD CITY OF RENTON DRAWING I]EPAFiTMENT OF PUBLIC WORKS J 2 EL Q z o rn THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE ZW L0 OP APPROVED CONSTRUCTION DRAWINGS PREPARED BY C? W) "D BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE ,��= O EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION �, C4 PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY DATE b �5J T OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 0 C0 O REVISIONS. APPROVED BY DATE 7 DATE : ` SCALE: ROAD AND DRAINAGE PLAN AND PROFILE 11 /20/2018 00 LL'D 1988 HQRIZ: 1 "=20' HORIZEONTANAD 1983/1991 � CITY O F VER: 1 "=5' RENTONPAGE: ASBUILT - ALLURA AT TIFFANY PARK FIELLDBOOK: O ONE INCH DATUM MAINVUE WA, LLC DRAWING NO: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 LLI IF NOT ONE INCH SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: 28 OF:64 lod V. 2 IR-131912131218