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HomeMy WebLinkAboutD-220603i 10" HIGH CONC. RETAINING WALL SSMH 56 _ `l RIM = 5,199 ` ' z I I.E. 8" PVC (N,S) = 48.59 41e '.Ji P ` 55 6" MAPLE I H3`: I ( I 30" DIA. BRICK CB RIM = 53.73 I.E. 6" CONC. (W) = 51.33 I.E. 6" CONC. (S) 50.73 TYPE I CB GRATE = 54.54 I.E ASPHALT . 8" PVC (N,S,W) = 52.34 I v I.E. 6° CONIC. (E) = 52.34 4" VERT. CURB t 8" EXTRUDED CURB` O�PS, S SANITARY SEWER 1' HIGH RETAINING WALL E CLEAN OUT I 3 C. 'J�i MERIDAIN PER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION R.O.W. PLANS 2.0' X 0.7' METAL CB FOR S.R. 167 DATED 1 -14 -94 I I 's RIM = 52.24 TYPE I CB I; I.E. 6" CONIC. (S) 51.14 GRATE = 50750 I I.E. 6" PVC (NE) = 49.50 I I f Fl t II I GRAPHIC SCALE cRn� CBSO.7a 20 0 10 20 40 I.E. 8" CMP (SW) = 49.55 ROUND I TYPE II CB 1 inch = 20 ft RIM = 51.1. 17 I GRATE = 52.76 I.E. 12 TERACOTTA (N) = 41.27 I.E. 6" CONIC. (N) = 47.76 I.E. 6° CONC. (N) = 46.17 I 81, MAPLE 5y I.E. 6" CONC. (NW) = 48.71 ' 1 2" CONIC. (NW) = 46.67 I I -- t I.E. 8" CONC. (E) = 48.81 I.E. 8" CMP (SW) = 46.22 ! I.E. B" CONC. (SW) = 48.96 I.E. 8" CMP (NE) = 48.02 w I I.E. 12" CONIC- (5) = 47.66 I.E. 12" CONIC. (S) = 41.12 DATUM: CITY OF RENTON I ~ BENCHMARK: RAILROAD SPIKE 1' HIGH IN WEST FACE - ----------------- --------- - - - - -- - CENTERLINE RAINIER AVE. OF POWER POLE ® S.E. CORNER OF INTERSECTION OF TYPE It CB ¢ I'r // p = 10'50'00" 95 NELSON PLACE N.W. & HARDIE AVE. N.W. RIM = 50. I.E. 8" CMP (NE) = 46.35 y° .'' R - 5730.00' I.E. 8" CMP (S) = 46.30 ,� /'/ L 1083.41' �+ 1" VERT. CURB I 1 °- 1' WIDE THICKENED EDGE CURB t 5`E - ) 4" VE;EC URB - I CABLE VISION VAULT i S 1 $ { 1fl 89'4'30a E O (F) SSMH I�1 CABLE N PAINT DMARK I � RIM = 57.18 I : ird 'PLACE I I 5 I.E. 8" PVC (N,S) = 42.48 6" CONC. VERT. r 41 'I i ) � !` 1' i sl, f ' `l it' WA MANHOLE � I a`L SFORM(DRAJN PAINT MA- 1 Ji CURB (TYPICAL)) ry6 j �E� j I i; j tis 1O 0° 5 1 -'G p I j POWER VAULT CO-(JC. LK J �y F I ((TYPICAL) � / J J il R cOVC O,` I ^ Pl ROUND BRICK CB RIM = 66.24 RRIGATION I.E. - CONIC. (NW) RIGHT -OF -WAY (TYPICAL) j I I = 6329 VALVE 1(TYP) I.E. 12" CONIC. (N) = 63.29 3 ; w / j I.E. 12 CNO. (E) = 61.39 ( USINESS E I.E. 72" CO ONC.((Wj = 61.39 z ¢ f'f 1 (SIGN P ) l0 I.E. 6" CONC. SW = 62.54 O I I.E. 12" CMP (S) = 61.54 f 31 ,, 0 S 9J\� CONIC. � I S�O�{ �,�� ti.../ I I I CURB 18 M� PLE ,. CB C5 ¢ I ¢� NI I pRF'P 3r I/ y I.E.A6" D.1.4(SW) = 47.95 O rf PQZ�l ✓' �i Off O =c' j I '� <I X18 "MAPILEr� I' I tml SIZE OF ENDS OF CONIC. 1 PIPE ARE DIFFERENT BUT IT APPEARS TO CONNECT CB 157 i I l l GRATE = 48.00 4 LryLP I.E. 6" CONC. (S) = 46.90 A = 2737'00" r 2 R = 390.92' `°�FiApLE 1 L = 188.42 _ ) i 9.19 (F) f% Ir LPl TYPE II CB GRATE = I.E. B" PVC (S (sw) = . I .. ao. "� = 35 .75 . �y I.E. 6" CONC. (NW) = 44.67 GRATE CB , B / ;\ 'D�• I I.E. 12" CONC. (N) = 42.42 I.E. 8" CMP (W) = 47.05 `'' / i 9 r�L I.E. 6" CONC. (E) = 45.57 I.E. 12" CMP (N) = 47.00 / 1 f�• 7 I Qe I.E. 18" CONC. (SE) = 35.37 54" DIA. BRICK CB / / s RIM -'.51 .20 I.E. 1 CONC. (NW) = 40.45 O I.E. 18" CONC. (N) = 38.50 I.E. 6" CONC. (E) = 41.70 I.E. 18" CONC. (SE) = 37.50 t 21 20 19 18 17 16 15 14 18 12 11 10 9 8 7 6 CONC. CURB SURROUNDING TRAFFIC ISLAND el / I` ' I / CJ 2" VEP/T. CURB RT . CURB / TYPE I CB WITH OIL /WATER SEPERATOR SSMH q GRATE = 45.69 _ RIM = 43.27 i I.E. B" PVC = 43.74 o- I.E. 8" PVC (NS) = 38.87 EXPI S NOTES 1) ALL UNDERGROUND UTILITY CONNECTIONS SHOWN ARE ESTIMATED FROM OBSERVATIONS MADE AT POINTS OF ACCESS (MANHOLES, CATCH BASINS) ONLY. USE AS APPROXIMATE GUIDUNE ONLY. 2) RIGHT -OF -WAYS AND CENTERLINES SHOWN ARE BASED ON RECOVERED STREET MONUMENTATION, CITY & COUNTY RECORDS AND UNRECORDED MAPPING PREPARED BY H.W. RUTHERFORD, ENGINEER ON FEB 11, 1952. 1Q APPROXIMATE LOCATION, OTHER END NOT FOUND Q APPROXIMATELY 392 L.F. 8° PVC ® 0.92% TO OFFSITE MANHOLE TO SOUTH. O APPROXIMATELY 130 L.F. 8" PVC ® 4.609" TO OFFSITE STORM DRAIN CATCH BASIN TO SOUTH. NOTE TO SVR ENGINEER: THE T.C.A., INC LOGO & TITLE BLOCK /BORDER COMBINATION MAY BE REMOVED BY ERASING OR TURNING OFF LAYER "TCA- BORDER ". OTHER LAYER NAMING IS ALPHA BASED AND IS SELF EXPLANITORY - IF YOU HAVE QUESTIONS PLEASE CALL LEGEND FIRE HYDRANT IRRIGATION VALVE FIRE DEPARTMENT CONNECT ® WATER METER D4 WATER VALVE O STORM DRAIN MAN HOLE ❑ STORM DRAIN CATCH BASIN O SANITARY SEWER MANHOLE o SANITARY SEWER CLEANOUT PAD MOUNTED TRANSFORMER 10 SIGNAL VAULT © ELECTRIC VAULT VAULT (UNDETERMINED UTILITY) © POWER TRANSFORMER ON CONC. PAD -{ STREET LIGHT j( YARD LIGHT ■ ELEC. STUBOUT BOX TELEPHONE RISER ID GAS VALVE O GAS METER a SIGN • -� -- GAURD POST FENCE AS NOTED 4n.2 DECIDUOUS TREE - G - GAS PAINT MARK - E - ELECTRIC PAINT MARK -TV- CABLE TELEVISION PAINT MARK -SD- STORM DRAIN PAINT MARK + 50.57 SPOT ELEVATION AT FLOW LINE (F) FLOW LINE OF GUTTER (TYR) TOP OF CURB IS 6" HIGHER UNLESS OTHERWISE NOTED (A) ASPHALT ELEVATION AT FACE OF TRAFFIC ISLAND Rm2206 V 9 V/1 a O ro � ro B C" w t8 C Z' l® ti I A' ! MI RO OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 --wR i