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HomeMy WebLinkAboutS-392315N 0� co I 0 W I— Y rr Q LJ n z z Z u Q w o H Q Q rr J I I I I 42 z 0 0 z Y Q m 0 U n 0 rn 0 N O N a) E 1= 0 0 0 I 1n I Ln 0 i 0 Ln Ln Ln O Q0 1-1 V) O 0 O Z Lu N PLAT BOUNDARY 5' LF 8" DI EX. 8" WATER // .. \ / �W W 14 / / / ' LF 8" DI EX. SHED TO EX. 8" WATERMAIN BE REMOVED WITHIN 10 FT EASEMENT (CITY WATER PROJECT NO W-469) Em 415 410 405 E•• 395 VERTICAL DATUM EDGE OF WLE ASBUILT SEWER AND WATER PLAN AND PROFILE - TRACT Q FOR ALL UIM AT TIFFANY PARK 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 SITE PLAN KEY MAP a 101, LF 8" DI W' . D 15' WATER EASEMENT I NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. — — — — z J i z J O NW EXISTING GRADE—, i/ _ z _ Ln 0 a — / " VT 0 SECTION Cn rn 0 C) � wi � 0 O � c0 qt Ln O 0 Ln m Ui I� 00 00 ^ m O O MO 0-)0.) O CD IR Ln O � � p N j O0 nj Ln � Lc) Ln 1? � � n CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 61+00 WATER EASEMENT WATER EASEMENT HORIZ. 1 "=20' - VERT. 1 "=5' DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS NOTED OTHERWISE. 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. 62+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION co 4+23 L=31'. RIM=441.59 411.00 IE = 405.50. 407 35 SLOPE=17.4% 75 411.50 . a .......'.. r y i I � CO 00 4+93 J L=31' 78 1 • 0 9� R'IM=441 A 408.29 411.50 0 1 IE=4()S.S9405.fi3................. ° 1 SLOPE=16.4% ....... .......... ..... .I.........� 1 • 420 415 410 0 -ee 395 62+40 WATER MAIN FITTING DATA TABLE OSTA. 35+31.79, 7.00' LT INSTALL: 1-8" DI TEE (FL) 1-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING ON:171501.12 E:1308898.84 INSTALL: 1-8" 45' BEND (MJXMJ) CONCRETE BLOCKING ON:171537.24 E:1308767.05 INSTALL: 1-8" 45' BEND (MJXMJ) 1-8" SLEEVE (MJ) CONCRETE BLOCKING N:171537.24 E:1308767.05 CONTRACTOR SHALL FIELD LOCATE EXISTING BLOW -OFF PRIOR TO CONSTRUCTION. CONTACT ENGINEER IF CONFLICT EXISTS. REMOVE EX. BLOW -OFF AND CONCRETE BLOCKING. CONNECT TO EX. 8" WATER. COORDINATE WITH CITY OF RENTON FOR SHUT OFF. CONNECTION PER COR STD. PLAN 300.5. FINAL CONNECTION BY CITY FORCES. FA Co 1 I 4.2©........4+50 I 76L=140'414.40 '. RIM=4i4.88 414.00 I E = 498-88406.75 , CO SLOPE=6.9% I R/M=413.20 I - - - -- \ .STORM _ ... ........... CO I I 4+53 L=140' 415.23 RIM=449� I 406.38 IE=88-8� SLOPE=6.9% 7 I.... ....... I 414.00 I I I I I I I SITE PLAN KEY MAP 12" HIGH 3' BERM i TRACT K TA�k W o Z z `FS 41423 F01,'SIL0 S/0NA L 11/zo/zos (n z> 2 CC O N uj Z cn J a J w z x � z W < N ,z J Z Q P,f) N N O IN 00 U � Z Z 00 N I- CO 00 j of w w CN I I Q w Z Ln Ln Z L N IN} .-..-. Ln Ln Z — w w N 00 Z N N ui J CONSTRUCTION RECORD CITY OF RENTON J DRAWING DEPARTMENT OF PUBLIC WORKS 2 Q THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE '= w APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE V� EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION ,`'_ PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY DATE b► a N5J OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 0 CD REVISIONS. APPROVED BY DATE SURVEYED: SCALE: BCE HORIZ: 1 "=20' VERTICAL: NAVD1988 HORIZONTAL: NAD 1983/1991 SEWER AND WATER PLAN AND PROFILE 3/1CITY 0 F DESIGNED: VER: 1 "=5' ASBUILT — ALLURA AT TIFFANY PARK BJT RENTON BK 1/20/1 BJT DRAWN-ARAG MAINVUE WA, LLC BK 11 2 1$ BJT CHECKED: I oNE INCH I DATUM / / AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE SUITE 202 RAG IF NOT ONE INCH 7 BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE, WA 98004 11/20/2018 IM FIELDBOOK: O PAC E: DRAWING NO: lW\J SHEET: ^ V5C9 OF: ww 68 My W S - 3 9 2 3 1',--51 1-1,39312131115