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HomeMy WebLinkAboutWTR2703216.1+>r INSTALL STORTZ FITTING ON EX. HYDRANT EX SD MH SANITARY SEWER AND WATER PLAN 6 RIM EL. = 271.95 Z I.E. = 264.61 z EX SS MH RIM EL = 272.94 I.E. = 265.32 N.E. 10TH PL. i_ 9 im 00 fL CD 00 � U Cr W �W to U 0 00 Z < 5 1' In IL L_ N O u N 0 a 0.4 60 w EL o C) _y E E 4 3 `t W O . a rZ C E "C7 10 , O o 'IJ a c • �' C G� o� a� rn m M E M F L o g C) Qo �o W r N N a O W U � 6 {l_ I1• Lj x N \ EVEI m z 0 En Z 0 W En 0 0 cafi n_ a WLij to cn m ? n N r Z Ll S 88' 19'23" E 321.52 -- S88019'23"E 303.61' 10 LF 6 D.I. EXTENSION I �� I SS CO I 1 - FH ASSE BLY I �I I PIV x RIM = 272.4 CONCRETE BL KING EX TELEPHONE MH II I 1 a( I.E. 268.9 TWEST LINE (F SEC. 9 RIM.EL.- 27193 x. +`1+ I 4 UN,T 5 s9 UNIT 6 � I I WI 'ss I I _ _ I I FF 272.2 FF — 272.5 4" FIRE SERVICE TO UNIT 4 Ln Ij a BLDG (SEE FIRE PLAN �,, ^J X 2 1.45 NOTE BELOW) FF_-= -� >> I � I r I EX SS MH 3 ! + I i h I I 30.00 � EX CHAIN LINK FENCE 7 I t�D I r31 EX 0.65 WIDE CONC. WALL + 272 �9 N 88'53*44" W 130.89' W/WOOD FENCE ON TOP P>� `s I Iv F 1nTH RT i e D� +� ,Z72 + NF D. M.I.C. VISITED: 3-10-04 I+- — NW CORNER EX WALL IN. cb� 1.08 E. & 0.53 Of- NE PROP. CYR. 279.75 8 6'0 I >6 I IQ J J Q z I 0 U Lil 0 I 0 X w I 275.83 rn ul W >9 Ln 61> W I Of � � I z •�h b z W. LINE OF E.1 /2, NtVl /4, NW1 /4, SW1 /4, NW1 /4 SEC. 9-23-5. 1 I y���° M 3 )� N . . . . . ........ .. ... . .. . . . . . . . . — . -- . -- . . . . . . . WER TIME. UNDER: SEPARAIE -PLKMII. UGVA . Mn - fL. . . . : . . . . . . . . . ......... .. ......... ......... ......... .........:..�..�.... ......OR` D FIRE' :. _ : D CVA 'FOR : .RE: LINES, TO BE PROVIDED .. . RIM :272:3 ......... ......... ......... ......... 1 -10 . HORIZ.:: 1 -�2 :VERY. ......: I.E.:; .266.5 (Ot1T�::::: : . ... . ..:.. IN A: "DOGHOUSE". ON SIDE, OF :BUILDINGS : :: ................. I.E. I E - _ '266.23 :(.tN) ...... ........ . ..... ; ........ . ... . .. . .. . . .... . .. ..... .... . . . . . .. . . ... . . 262:........................:.......................:........................:........................:........................:........................:........................:........................:....................:...................:......:........................:........................ 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 NOR'``" ' 7 QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST., W.M., - CRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TH__ 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 RESERVA11ON OF RECORD. ELEVA11ONS: REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173. NAVD: 88. BOLT IN SIGNAL FOOTING. THE MARK IS IN RENTON, AT THE NORTHWEST ANGLE OF THE INTERSECTION OF SUNSET BLVD AND EDMONDS AVE NE. THE MARK IS THE TOP OF THE BOLT IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR THE TRAFFIC SIGNAL ELEV. = 282.815 FEET CONTOUR INTERVAL = 2 FOOT 817E DATA 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 3116/o 6' FOR APPROVAL k&DATE:lt� By DATE: By_----- D A T V- CITY OF RENTON DEPARTMENT OF PUBLIC WORKS PAZOOKI SHORT PLAT DESIGNED DATE FILE NO. DRAWN STS - SW1 CHECKED SCALE FIELD BOOK PAGE__ APPROVED SHEET OF 8 DIRECTOR OF PUBLIC WORKS — -- - Ct): S-*7?Z)6w