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HomeMy WebLinkAboutR-392321LLJ Q z U Li D 0 a_ z 0 0 z Y J Q m 0 U 0 �i 0 N O E a� 0 0 a a E m i Ln 0 i 0 i Ln Ln O Q0 i V) 0 0 0 Li < Lu i� N � co 0' � O '� 0 10 20 40 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH STREET ��' ROOFEANDW OOTNGIDR N. KEYNOTE KEYNOTE FOR CURB RAMP NUMBER SEE SPOT ELEVATION AT NO PARKING SIGN INSTALLED PER @ SHEET 37 FOR GRADINGBACK OF WALK, CENTER DETAIL ON SHEET 45. PARKING DETAILS. OF DRIVEWAY. '!' WILL BE PROVIDED ON THE ALLUPt.44 AT TIFFANY PARK OPPOSITE SIDE OF THE STREET. PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, Nf�TLA►ND D/ 0 ROAD NAME SIGN INSTALLED PER � / U DETAIL ON SHEET 45. BEARING PAD TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON // NOTE: ELEVATION (TYP.) SEE SHEET 19 / FIELD LOCATE LOW POINT PRIOR TO ......• EXACT LOCATION AND NUMBER OF SIGNS TO Q o q _ 29 FOR CONTINUATION INSTALLATION OF CB�67. COORDINATE TRACT G BE CONFIRMED WITH CITY INSPECTOR PRIOR SITE PLAN KEY MAP 2.8 30 :32 � ■ ME ■ ME ■ ME! ■ ■ � ■ �■ m CO i WITH CONSTRUCTION :INSPECTOR. TO INSTALLATION OF ALL SIGNS (TYP). 434.30 435.5 i CO 436.90 438.}.039.00 RIM=440.30 CO cO 33 h �4� 2� i i RIM-436.90 4333.60 i CO CO I . -- " RIM" 438.10 CO - CO 439.80 IE=437.30 (6") 34A \` mJ ............• i RIM=434.30 : RIM=435.50 i IE 433.90 (6) IE=435.70 (6) RIM-439.00 TRACT E ° :: RIM=439.80 CO 440;30 �' CB*67 ALONGARACTULINE M i IE=432.50 6 i CO CO IE=436.00 (6") i'� SEE MITIGATION i40 • "' IE=431.30 (6") ( ) i BOLLARDS (2) , ..• IE=436.80 (6") RIM=440.30 i i RIM=436.90 RIM=438.10 PLANS FOR DETAILS. i „ (TYP) IE=437.20 (6) i :' \ ■ � i IE=433.80 (6") IE=434.90%'-(6 ) I. W--------------- 1 D , 3 i 1 4 4.56 1 J 1 437.18 -�4 7.\�O .. 1 1 1 1 439.93 �� 440.22 1 18' _ -- `�-------------------------------- �� ------ ■ N 01Fell22 \ l� FOR . .0 p p. p 'p D D D D' •'.p.. D R D D D D D' D \I D ..D p \ ° p .D p p D° 0° •• p D °,..�\ p o D D 0 D 0 b Dp D ..•pp \ o D° ° \� p .. y p p D \ CB#42 D D D ° �\ `�� �e�I ' ■ p ♦ 3 Z o =■ �, S 1 H TREET // 8" WATER P 96 LF 18" LC E - 6 ! w qq 0 cA -W W W �W- W -W- LU N 4 W� o, o 1 2 /� . N 19 3 4 b'Np, w i254 LF 12" LCPE I 0 CD W { - ^ - ••, (�■> \\ o \ 8" SEWER o 8 O ; W F- a P \ 24 LF 12" LCPE C 1 \\ 182 \ ♦ ♦ 64 Z cn W.\ 94 IF " \ \\+ LF 12" LCPE CB�k43 \ ♦ ♦ a Era LF 12" LCPE J J D D D , ' '�,''1D^I'.+ ''' '^o ' ' o^' ■ co .p p // ■F- Up p D p . D. . °;.p ° p •• p. O p . p D D ' '0 ,p D ., ° , D D" I ° . 0.. O p " p p D p p � / / ' ., .. / • .. •, O .I 8 � . D 0 ...p D D ,. D D . D ' ' D D ' p .0 D D • 15 ■ _ S SHEET FOR -- ^� a � 1 433.99 .: 'i L4344.44 P r� , , , - - - - - �- - 436.29 1 � p • • INTERSECTION 7 • • � • 16 . 44 :. 1 441.18 1 ........ 437.06 1 ti 438.61 1 4 1 u• :. �■ GRADING DETAIL. 1 ......... ....................................... . CO ° C p S R M=440.80 CO BEARING PAD CO i RIM=441.60 ELEVATION (TYP.) 52 51 RIM=437.40 EIM435 400 6" 47 RIM=439. O : � ► IE=437.30 ' f fi") 42 1E=438.50 (6") 433.60 434.70 i � • 50 IE=434.30 (6') 49 48 ( ) 439.40 441.30 41 IE=436.30 (6") 43 CO CO 436.10 CO 437.40 ! 438.40 CO ■ ;��. . ■ ■ ■ ■ , �� 44.0•80 CO R M=441.30� RIM=441.60 „441.6 CO RIM=436.10 RIM=437.40 RIM=439.40 SEE SHEET 28 RIM=440.80 IE=438.60 (6 ) IE=433.10 (6") IE=434.40 (6") IE=436.40 (6") IE=437.80 (6 ) RIM=434.70 TO CONTINUATION a Q Q Q J 450 450 _ "5 = 8+50. 445 432.3- CN Lu W 440 - 440 - - - - - - \ 7 %(PUBLIC)435 ■ \ " 430 _-- uBu 430 y 3.TA�k Y c o Z z p ACj „ o ,p 4 423 p �� �NA�T� CIN _W. - y - 425 425 11/zo/zos _ "fj 420 420 F- O U' w z - Z � Z UJ N T C C I r "SIA + RESIDE'� _ ` - IE _ STA.- +00. ' _ _ ,._ " SE) 96 _ " 415 Lo 00 _ _ _ 00 1�00 p CO qt I„7 00 p qt nO CO rn 415 00 t0 � W X z W N Q rr) N N N 00 o0)�0 N 1 1 Q N N ^ ^ ~ Ln Ln N Z N N Y ii J < ZZ W 0 U �_ �z w W z ZU Z W I j U (N Q - C �/'� T „ 00 00 rn _IE _ 00 rnO Qj C6 M � n N cfl� rry CO I'n W) Qj Ln r7 �"� r-PROPOSED GRADEO r- 4 4 M I'n v O cflI\ 00 c0 W) rn O �O 00 4 n rn M NI\ 4 co r7 rn �00 M CO M I'n v M cflN Nj I� Ih ff') } I- n00 Z '6 I'n z LO NM u•j r7 Ih O 700 (6 � M I") CA rnr7 '6 M I`7 LO ^ CO NJ I.'O �♦ ^ �� ^ OJ rn �� 00, 00 07 rn n N Q0 �"� I\ �t� 0) C6 Ir) rn I� �00 pj co r7 I•n 00 N p CO rn 00 N �It O CO rn 00 rnc0 p C6 rn 00 N �� Cn �"� 00 cV 0) rn 19+00 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. 20+00 VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE , ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24 2014) 21+00 22+00 . UTILITY CROSSINGS: T/P P 12" 8" W=433.32 A T/P IE "8W 4 .10 1 A T/P P "1 W 35.50IE 29.60 T/P " SD 4311 9 Q IE 12" SD=433.56 Q IE 8" SS=430.64 © IE 12" SD=436.64 8 IE 12" SD=433.41 T/P 8" SS=429.62 T/P 18 SD=429.50 T/P 8 W=435.64 T/P 12 SD=429.35 SURVEYED: SCALE: BCE HORIZ: 1 "=20' CONIC DESIGNED: VER: 1 "=5' 1857 BJT 2 REVISED PER CITY COMMENT BK 1 20 1 BJT DRAWN: / / RAG ONE INCH 158TH 1 ASBUILT BK 11/2/18 BJT CHECKED: AT FULL SCALE RAG IF NOT ONE INCH (JUNE NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT 23+00 24+00 CONSTRUCTION RECORD CITY OF RENTON �GN DRAWING DEPARTMENT OF PUBLIC WORKS J� �2 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE Q z APPROVED CONSTRUCTION DRAWINGS PREPARED BY APPROVED BY DATE 2 BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN �R EPROVDIDED ON TO THESE LECT ASBUILTINFORMATION APPROVED BY DATE V� JvF RECORD CONDITIONS.DDRAWINGS IS AE COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD APPROVED BY DATE b� o CONS REVISIONS. APPROVED BY DATE DATE: VERTICAL: NAVD 83/1 CITY 0 F ROAD AND DRAINAGE PLAN AND PROFILE 1 1 /20/2018 HORIZONTAL: NAD 1983/1991 ,� ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: =u MAINVUE WA LLC PAGE: RENTON DRAWING NO: DATUM g/ g/ P 1110112TH AVE NE SUITE 202 Plonnin Buildin Public Works Dept. 7 BELLEVUE WA 98004 SHEET: _J OF: � 21 � LL a Lrl Lrl T C z 1 LL CC R-13191213121