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WTR2703216.3
0 O Y Z O O Z iii 3 C.i w O w 0 MMM co ZwLE r F- W W = Q Z IF- = M 0 � z aZ 'ar J z aZ Z N 0O Z O V Z O D Z w w VN a O 3 U K a N o o czi a D eF \LLI � � \ \ x .t (n (n to m a � Z O o z z V) J [�J m U U a a a V) N N Lil w N N Z ,�>> SEWER MANHOLE -WkTER PLAN EX ry RIM=272.74 RIM SD MH 271.95 ()m ry 8* PVC S=26Z47 SANITARY SEWER A140 I.E. = 264.61 8" PVC E=267.44 �- m ,I �,, a . ^ i 8 PVC W=267.3, LOCAFIELDTIO COIF FX 8" ANITTARE THE YLS WFRRANOL / RIM S MH 272.94 A-P P/ ,// T i --�- STA 1 +32.40 I INSTALL: tEE I37.31 L.F.6 I 1 - 8x6" (FL) I 2 1- 6" GA TE VALVE (FL X MJ) '° 1 - 8" X " REDUCER I 4, " 1 - 4" GATE VALVE (FL X MJ) 10 LF 6" 1.1. EXTENSION I EX CONC. CURB & GUTTER LI° . L' 1 - FHA SEMBLY CONCRETE (BLOCKING t i EX. ELEPHONEic EX SS © I1.0% SEW WEST LINE IOF SEC. 9 EX TELEPHONE MH` RIM EL I I a d I 8" PV I .= 271.93 PV, II a fi ••• I I I � I I. • ' o f I I �,, Ln � I Q� .- j z� o I I EX SS MH 3 }� I � I 30.00•cb L pp w I c' N.E. 10TST. r 47 I 3S ! I �i--�--------.1� EX 15" SI I I I I 1 I ( � I ' I E I (D � I I INSTALL STORTZ FITTING ON EX FIRE HYDRANT I I I 30'- I EX CB II I EX SD MH /-RIM = 268.9 I.E. = 263.33 I 47 O FND. M.I.C. VISITED: 3-10-04 �. i k1 t7 4"D.l I R' 4 `I, \STUB' nl';(in G! as TAR _F U.T i .. 4 TO ih ." ER MF T 2+09 t a LLO 4' N I V1, NOFF ASSY. ••.._ _ I I uj W 3: 00 Lo «r ! 9 Lo i� , FDC + z PIV.__-__.:'e_ o �tlANHOLE z x�`'' AA TFR 273.14 WATER SS CO STUB WATER I z STUB RIM 271.9 SEWER MANHOL =268.15 SEWER STUB I. E. = 267.8E I %268.06 + TOP=274.91 SEWER STUB + + RIM=273.90 GND=27f.28 TOP=274.23 SEWER STUB �� TOP CONC=273.5 SS CO GND=271.38 TOP=275.01 s9 '666" PVC N=269.21 LA RIM = 271.9 GND=271.2) 6 PVC S=269.24 E. SERVICE TO 1.E. = 267.8 8" PVC W=269.01 • ' I (SEE FIRE X 2 71.45 : NOTE BELOW) >>> ( W. LINE OF E.1/2, NV1/4, � t UNIT 4 ���' UNIT 5 UNIT 6 N W1 /4, SW1 /4, N W1 /4 I SEC. 9-23-5. FF = 272.0 + FF = 272.2 FF = 272.5 FF = 273.2 FF = 273.6 FF 2 74. 0 cs 88 � I � _._._...,y .,_-..W._.,....... . I i I _ 161.15 i S88'53'44"E N.E. 9TH PL. 304.04' S 88'53'44" E 322.30 MERIDIAN PLAT 10 5 0 10 20 GRAPHIC SCALE IN FEET PROPERTY DESCRIPTION: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST., W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF SAID SUBDIVISION AND RUNNING THENCE NORTH ALONG THE WEST LINE OF SAID EAST HALF 315.35 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT, THENCE WEST ALONG A LINE PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION TO AN INTERSECTION WITH A LINE PARALLEL WITH AND 30 FEET EAST OF THE WEST LINE OF SAID SECTION 9; THENCE SOUTH ALONG SAID PARALLEL LINE 105 FEET; THENCE EAST ALONG A LINE PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF THE EAST ONE HALF OF SAID SUBDIVISION; THENCE NORTH ALONG SAID WEST LINE 105 FEET TO THE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SUBJECT TO RESERVATION OF RECORD. ELEVATIONS: REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173. NAVD: 88. BOLT IN SIGNAL FOOTING. THE MARK IS IN RENTON, AT THE NORTHWEST AN _ OF THE INTERSECTION OF SUNSET BLVD AND EDMONDS A� THE MARK IS THE TOP OF THE BOLT IN THE SOUTHWEST CORt`4L_A OF THE CONCRETE FOOTING FOR THE TRAFFIC SIGNAL. ELEV. = 282.815 FEET CONTOUR INTERVAL = 2 FOOT SITE ADDRESS: 972 EDMONDS AVE N.E. RENTON, WA SITE AREA = 13,737 S.F. = 0.32 AC. SITE ZONING: RM-C COMPREHENSIVE PLAN LAND USE DESIGNATION: MULTI -FAMILY INFILL SETBACKS: FRONT - 20' SIDES - 7' (3 STORY HIGH) REAR - 15' DENSITY: 20 UNITS PER ACRE PARKING REQUIRED: 2 OFF STREET WITHIN STRUCTURE f.. , CITY OF RENTON E>EPARTMENT OF PUBLIC WORKS RECORD DRAWING '�,��• DE DATE FILE NO. sae ' DRk� CHE('G SCALE FIELD BOOK PAGE AP- _ :=CTOR OF PUBLIC WORKS SI•tEET 5 OF 8 _ b N O 0 CD c N O w � z O