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HomeMy WebLinkAboutR-405214� I EX CB SW 1 /4 OF SE 1 /4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M. 263.83 NIV=262.53 (12" CONC-E) CITY OF RENTON, STATE OF WASHINGTON 0 INV=259.23 (12 CONC-W) EXIST CB# 3 AB qt RIM = 261.19 AB IE = 259.69 12 DI MM INSTALL 5" STORZ ADAPTER ON Q (E) IE = 259.57 12" PVC W NEW CB# 2 TYPE 1 AB EXISTING FIRE HYDRANT PUMPER PORT (W) RIM = 263.83 AB wX CB3 \� IE = 261.79 12" DI (S) IE INTO EX B \ \ IE - 261.61 12" PVC (E) ST53.31 OFFSET: 20.46 L ITH NEW 12 PIPE IIE = 261.41 12" DI (W) J I I I SD SD I I 37 LF 12" DI S= 4.65% AB 11 VERIFY INVERTS PRIOR TO CONSTRUCTION 1 \ / - AND I !E3 0 - I W \ - W - W W \ W W T W W- W -�W W W W -- W p" \ I USE CDF BACKFILL ON (N) 12" DI PIPE FOR ANY _ I 3 \SEGMENTS WITH LESS THAN 1 FOOT OF COVER CD II \\ \ 34 L.F. 12" DI S= -2.29% OI 3 \ \' I \ II \7+00 STA: �\+10.50 16' J 3 I \ CONC DRIVEWAY � - �� N T \ \\ S S s s s S/ S s S S f-S ` S S S s s s S Z LJJ T3 / \\, �, le - 3 1 m CD c\I J CB #1 TYPE 1 W _ STA 6+60 13FT` T > RIM 4� f 264.69 AB W IE=2N50 (12"DI WIPE NW) 261.01 0 IE=2�`S._0 (8"HDPErS) 261.09 Z PRIVATE I \0 17 LF 8" HDPE S=16.46 % Q D DRAIN / RIM 5.9 / IE=263. 61 "HD�E E 0 IE = 263.10 HDPE N N TAX r SDCB PRIVATE 33439 RIM = 265.96 AB IE = 262.51 8" ADS (N) IE = 262.56 6" PVC (E) SD STUB AB I E = 262.53 6" PVC (S) IE 262.36 WEX� TjN0 5-LF m TO 5E`O\lD Z H W 2 Qg w OII­ i O ♦_ J O X W W W W W W W \ W W W W W( W W ICE 14 TH TREE T \\ \ \ \ 8+ \ \ s s S \s S S s s S\ s HE -USE I ° °� ° 0 5E R MO\/ED EXIST WM I �� WM m 5' CONC S-WALK a I a w ° ° CO u a N I &� LF _6" HDPE S=3. 0% w \ 5 ° I -_ P IVATE a - 10' ®AINAG_' - _TILITY ASEMENT �w AIM- DROAIN \ - xi I `�� I N IE=265. 6"HOPE ° I NOT INSTALLED AB �O' 555E ° \ ° I 2 555L � I \ Fl CONNE TION ` (SEE DETAIL SHEET 7) M INAT IN 51�T I \� SEPARATION FROM PROPERTY IIINE AND BUILDING (TYP) TO BE SIDED LO� "A" AND LOCATED AT TIME OF RESIDENTIAL PERMIT APPLICATION EX. HOUSE -A I `� TAX PARCEL ts) 334390-2566 LOT "B" \I \ 1 \ \ \ I 1 II 1 \ I 1 \ i L - - - - 1 \ ICI I \ I EXISTINO SHED I `\ � SH TO 5E FEN10\/EDI \ \ 68 I I \ - I M'1 SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N. E. KIRKLAND, WA. 98033 TEL. (425) 212-2280 FAX. (425) 889-6887 I I \ I I \ �I �I 20' S55L I 20' 555L v 0I 1 IREVISED PER CI T> 1, 1 RECORD DRAWINGS N0. 1 STA+62.45 \ \ EX CB _ \ RIM 274.49 INV=271.59 (12' REMOVE CURB AND SIDEWALK AT NEAqE-ST-,JOINT AND MATCH CUR LINE. REVIEW RAD 4-2-14 RAD SURVEYED: RAD 2 3 20 DESIGNED: R. DECC10 DRAWN: LR CHECKED: R. DECCIO REVISION BY DATE APPR APPROVED: R. DECCIO SCALE: 1 "= 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GRAPHIC SCALE 10 0 5 10 20 LEGEND GASED MONUMENT (OGGUPIED 10/I(b) • EXISTING CORNER AS DESCRIBED 6WOOD FENGE (UNLESS OTHERWISE NOTED) � 450.0 SPOT ELEVATION P o POWER POLE HYD6_ HYDRANT w A WATER VALVE w ® WATER METER PM® POWER METER ® GATGH BASIN SSMH O SANITARY SEWER MANHOLE TREES: CALIPER IN INGHES TYPE: • G-GEDAR, P-PINE, FR-FRUIT 12F 12FR F-FIR, UD-UNKNOWN DEGIDUOUS P OVERHEAD POWER LINE VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF URI RENTON DATU M • Planning/Building/Public Works Dept. it 0 co H R-405214 ° IN COMPLIANCE WITH CITY OF RENTON STANDARDS N H Z W 2/� LL 0 W AVON DEVELOPMENT 2 LOT DATE:4-8-19 W FIELDBOOK: SHORT PLAT PAGE: DRAWING N0: R-40520 4 0 0 UTILITY AND GRADING SHEET: 4 OF: 9 RECORD DRAWINGS 12-3-20 FOR