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HomeMy WebLinkAboutR-394521z N W W W L0 Basis 0f Hearing: GRID NORTH, BASED UPON GLOBAL POSITIONING SYSTEM (GPS) (o A portion 0f the JLV Vd 14 of the NE 14 of Section 32, Township 23 1N<, Range 5 E>, W.M. LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. THE NORTH AMERICAN DATUM OF 1983/2011 (HAD 83/2011 EPOCH 2010.00) O City ®f Renton, ]ding County, Washington GRID COORDINATES WERE FOUND TO BE 165409.10 / 1303018.82 AT AN "X" ON A BRASS DISC AT THE NORTH QUARTER CORNER OF 0 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE INVERSE OF BOTH THE SEA LEVEL Ill CORRECTION FACTOR OF 1.0000106598 AND THE GRID SCALE 6' THICK CONCRETE PAVEMENT FACTOR OF 0.9999844500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. CB 7 RIM=400.12 6' THICK BASE COURSE Vertical Datum: 12"CONC IE S 396.04 6' THICK PROOF -ROLLED COMPETENT SUBGRADE CONCRETE PPAVEMENT AT DRIVEWAY BASE: COR 2139: FOUND 3" BRASS DISC STAMPED "KC F 8A 1993" Wr TO SC&E IN LIGHT STANDARD BASE ON EAST SIDE OF 108TH AVE SE, z IN FRONT OF AUTO SUPPLY STORE, 0 I, / 2' THICK WELL GRADED, CSTC 6' THICK PERMEABLE ASPHALT 5/8' MINUS, CHOKER COURSE ELEVATION 400.99 FEET (NAVD 88) 0 �IIW/ 2-FEET NATIVE SOIL MEETING GROUNDWATER PROTECTION CRITERIA OR 7' THICK UNIFORMLY GRADED 3/4' THICK City o f Renton Control: 6-INCHES OF AMENDED SOILS MEETING THE CRUSHED ROCK STORAGE COURSE I— z Z REQUIREMENTS FOR ORGANIC CONTENT (>5) AND CATON EXCHANGE CAPACITY (>i� COR #1 866 N-1 65408.895 COR PERMEABLE ASPHALT PAVEMENT E-1303018.769 COR SCAM HOLM 1lwl0', �' lti6' N -16 5 4 0 9.0 9 7 MEAS Y E-1303018.816 MEAS Q 3 Z Q WV 14 COR #1868 N-162674.212 COR N a - E=1305612.474 COR C w a Lij 0 o o o W N-162674.387 MEAS rr E=1305612.560 MEAS z -� m W SLOPE<5% 1'12 VAULT QD Q I- A At 1112 RAMP ADJACENT TO ADA PARKING t 1� 1- Survey Legend: cn 0 0 0 0 0 0 Q m o N 10 OD FOUND MONUMENT. VISITED 11-3-15. ADA PARKINGCD �— LS WALKWAY CENTER LINE PR❑FILE FL — FLOW LINE F- s HORL 1•t3', VW l•-W ASPHALT ,- > SB rz—i x - BOLLARD C o = GAS METER(GM) LO °J - ASPHALT T H TRANSITI❑N SIDEWALK BACK TO 4 / _ / - ASPHALT - - WV , X FH CI o = MAIL BOX(MB) EXISTING SIDEWALK. C m // D � ws = WHEEL STOP Q Y / SS�IH 10 PP L Q0 RC/KERY � 410.56 PP/T REF = REFRIGERATOR ° °EXTRUDED 3 CURB EXTRU 1' CURB cur F❑R DRAINAGE ONG E N FII�C=ONCIE S 401.41 401.39 UPuP O WM = uHDERGROUND PowER SPEE BUMP 4o D CURB _ �� EXTRUDED CURB �o�' Y 6' CYCLONE FENCE = EIGHT STANDARD(LS) SSMH 5 10 0) �ti 0)- P ... W W W - - RIM=400.56 12"CONC IE N 390.73 Q �G o E - o y` W W W W W W .., W W 406 w WW W - 0 = POWER POLE(PP) IE S 390.83 ° W� WW W �p•W �� �.W12"GONG � \ \WW W, W L 1� c� �WW Wy = GUY WIRE AN CHOR(GW)� W1 V'. V. o"' W D �—p/"J _WW"W.L _WW _WW XIST, GAS SERVICE TP TRANSFORMER PAD X 2 C0 4C C. WALK ( S o J —,WW WWW ��W� WW•Y_ —W.�— — —W .y PP/L POWER POLE WITH LUMINARE RELOCATE EXIST. SIGN TO PLANTER STRIP. L W L W/ INTEG ICAL C I� I�. ' <� ` [I Ito N, --ElTl — ., ° p�� W �° Dc° V v W v- W �' W W �M rx h — — I PP/T = POWER POLE WITH TRANSFORMER 4 5 W % W y *) I . ;.�: Is °o�°� a I —- �1 -g I 1' cuRB uT W W W I GAS METER/ GM XI POWER SER E LSB = LIGHT STANDARD BASE © T1 .;. I P EXTRUDED CURB, T [ I I 1 ACCESSIBLE PARKING PAD i _ FOR DRA AGE W FF=405.99 RVICE did — — —— G W W c' � 5 1 19'X24' @ 1.5% MAX. TRANSITION RAMPS @ MAX CONCRETE EXIST, ESPT I W ❑ GAS SE ICE HC = HANDICAPPED PARKING STALL 8' WIDE PLANTING STRIP PLANTED PER CITY STDS„ r ,'' 3, iu 4.2% • p� I[:.� [ . z� . I j<` o 4 -'1 W ` p37,5%. PROVIDE RAMPS AT 7,5% MAX FROM PAD TO I I SERVICE IN❑EXIS ,PESMT ` — `� — -- _ O R❑P, POWER SE FE = SANITARY SEWER MANHOLE(SSMH) SEE LANDSCAPE DWGS, -. 8% J �o�' O PAVEMENT SURFACE, I _ �4 �o �• W �� g 3 8' WIDE CEMENT CONCRETE SIDEWALK PER CITY STD, o �91 6s PW sr° �, 5 — 1, �� 2�L 1' CURB UT ��' IRLR @ = TELEPHONE JUNCTION BOX(TJB) PLANS F007, 102, & 102,1, W C L W�1 h < I �� rxo�o�� N�G� W I 4 *U n h A = TELEPHONE MANHOLE TMH ( ) Q W �,. STAM D CONIC F❑R PED STRIAN I �' D° ^ I NTEGRAL CURB - I- C W = & = SIGN 99�sT W WW PATH TH PKG.WIM 9' --r----��--�- 1_— - — I W W�I D SIGNAL BOX(SB)- W 7El °� WW 4= 2; GXTRUDED 02�� �o • II Iw1`o [ t [ -- - TY � > Y = FLAGPOLE(FP) 24 WIDE DRIVEWAY 1-4 z — — — , C o 3,0i 408 W W W W z A = STORM DRAINAGE MANHOLE (SDMH) ENTRANCE PER COR STDS 104.2 & 104,4 ���� o rx<. 5 ASP ALT ti o 4 0 ° °� h 2 3 —==— — ° a rx°. ° ° v a. a FI LAN NO'PARKING ° < — — — ° .— — a a ko R . Q . W W — 9 PAINT „W a ` a a �� ��`o T YELLOW a 6 LINES W - CATCH BASIN(CB) o 24' o' v 1—►,� o' vc + �� li �� FIRE LANE NO PARK NG (0 LANE N❑ PARKING A° W W W I K = STORM CLEAN OUTS ) ( CO s + o pZ �ph� ��� °h ° 1 PHA °p�°°� o A°��s W W " W W + 1 L) 0 = YARD DRAIN(YD) 4.3 0+ U7rn + c W + ��' W Y / W " WIDE WHITE (LI INT G ER, T PAINT LINE, TYP� W E FF = FINISHED FLOOR REMOVE AND REPLACE v `� "� SEED 9 XT U ED rx p ALL �o• �' AREAS ❑F ASPHALT sr a< TD BE PERMEABLE o .9 Y�13 .�9 y' ORN = ORNAMENTAL TREE 36 LF OF EXISTING o ' �`3°�� — — — BUMP —liF YP°p°h ASPHALT A " 1� h I fib !� DEC = DECIDUOUS CURB PER CDR STD 103 , W W �G S� � "Oil W J� W W � W W V � — L — — — ° �, — W W � W •� W - _ W W W W W[ -� I PP L / P = IRRIGATION CONTROL BOX(ICB) / _ �� . _ I � 3-2 �--M UP � W W W W O _ WATER METER WM TRANSI❑N PROP. m �� p• o P /T °° I EXTRUDED CURB UAILW % V. W .y — — — — — S88-58"27"E 331.84' 32" MAPLE a W � I ���NAL y = HYDRANT (FH) SIDEWALK BACK TO EXISTING rx° ko B �� I I I I _!OVERHANG - - — — — j / 1I I BUILDING = Z I 0710612021 a = WATER VALVE(WV) B❑LLARDS T❑ BE I I BUILDING - m n REMOVED I I R-394521 I I n z Q — A PHALT CONCR t o m m 0 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS co m z Y � F— I I c� m - 0 D I Cn s � x H p WM SURVEYED: SCALE: SEE PLAN DESIGNED: SEE TATU, PE VERTICAL: NAVD 83/1 HORIZONTAL: NAD 1983/1991 • �' CITY O F ASIAN RESTAURANT ADDN 17630 108TH AVENUE SE, RENTON, WA 98055 DATE: 05BOOK: 17 FIELDBOOK: PAGE: DRAWN:ST RENTON DRAWING NO: R-394506 ONE INCH DATUM C-2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. PLAN IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY PAVING & GRADING SHEEP: OF: 6 15 It M 00 T O Q0 T M T O O CL z 0 0 Q z Q Q W iY z