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HomeMy WebLinkAboutTED4003216.3Y O o o Z a Fie 6 Z m 0 0 +: 0 U �v rn cl- o •E � 3v a U c c =v E U 'E � WIN o !1,04C N �� c v v 0_ m m m o � � o� O ao za z Q Xz w0 �N 0 0 w o w 0 w w Z w Z Q Y w O L Q o W pM\ a N \ m •1 T an � 'If t7 55 W W 1 d 0 0 W W a Er Of ------------- EX SD MH - ^ry DEMOLITION RIM EL. = 271.95 ry I.E. - 264.61 ~ U I EX SS MH I m I a 4 RIM EL = 272.94 1 I.E. = 265.32 S 88'19 23" E 321.52 x I I S88' 19'23"E . EX SS SS MH 0 I I 1 .. • •o Ex 8, ° - _ ° 303.61' I O _ 2jSSS - � ,. V., N.E. 10TH PL LEI = 262.53 I- �2 - =---- E4- . EDG -44; rALT PA4F-:MENT �- ar---- �' �� N _SS-- o �- ------------- �--� . I I I I 2S li +� + + +1b. 130.77 EX WM 79 a 75 11 60 30 ROW 30' ROW II w I I I + �j9s 2'6 19 II a I I 48 �50 11 I N x EX. TELEPHONE MH RIM IL.-272.15 z o LLJ J + + o I ILo ' INSTALL TEMPORARY EROSION CONTROL 0 I I I FILTER -FABRIC PER DEAIL +�� ° o w p 275.83 1 I I 1I K�j I h�``�� I + O L 3 3 z M I1 r - EX WIM +Lo I W EX 15" SID I Y I TO BE REMOVED .''� > �8 ��I W°I® � I I U) ..v) Q^ o I 4� IU�. I o foil b � 11 z I Op Op OO0 LijOOp O � Lj I � 0 I � II II I1aI` O0 O Wig io OOOOo OOWW I EX. ELEPHONE p IIII IIII w rt1 `��°` •:• I EX 1 STORY I � I + I� EX SS @ h.0% ^�a 0 I WOOD FRAME I o 48 00 II�Q� 1 16 INSTALL TEMPORARY ROCK xi T BUILDING I x 0 BE REMOVED w WEST LINE pF SEC. 9 �I I z CONSTRUCTION ENTRANCE I PERMIT NO. EX TELEPHONE MH I I �° PER DETAIL B040642 141 RIM .9EL.= 2713 r I II �,, I I I �Z. • I I s9 66' to 3:1 � I I - I I n 11 ° 3:1 GRAVEL CONTROL STRUCTURE X 271.45 I o o WITH SUMP PUMPT`�>' I NW CORNER EX (WALL 1.08 E. & 0.53 N. OF NE PROP. CQR. z I:I I r I I W. LINE OF E.1 /2, N IN1 /4, I. + M I f N W1 /4, S^,'"' /4, N W1 /4 Ex ss MH EX 18 TWIN PINE TO BE REMOVED 3'1 ?l TEMPORARY EROSION 0 w I EX 1 STORY I SEC. 9-23-5. 3 I1 I 3:1 CONTROL TRAP + I wooD FRAME BUILDING I II �° >7 TOP EL = 272.0 0 I REMO TOPERMIT I BOTTOM EL = 269.0BE NOD I I m x 0 i B040642 I I b I INTERCEPTOR DITCH WITH (° P ROCK CHECK DAMS W. END Ex CHAIN LINK FENCE II I AT SOUTH END WOOD FENCE OF LINE 0.09 SOUTH I , 30'00• U I I ✓ II 1 EX CHAIN LINK FENCE �� lb N co x �� , + 272 9s N 8653'44" W 130.89' �� 3 N,E. 10T�� ST, w I � J 272 - �� ������ EX WALL IS 1.14' 1 EAST of LINE w 9s ��_ NE CORNER EX I 6 ti I I EX 0.65 WIDE CONC. WALL CHAIN LINK FENCE � 47�5e I W/WOOD FENCE ON 70P o z 0.09 S. & 0.43 W. I o OF SE PROP. COR. I I w� zo 3 S NW CORNER EX WALL S 0.47 E. & 0.05 S. OF SW PROP. COR. I-T+-•- I---�-----�I-� EX 15" S 1 I I I I I I TEMPORARY EROSION CONTROL MEASURES: I I I o SITE DISTURBED AREA = 0.3AC CONSTRUCTION SEQUENCE: I I I I N I NO EROSION CONTROL POND REQUIRED 1. SCHEDULE AND ATTEND PRE-CONSTRUCION MEETING WITH CITY OFFICIALS. I I 2. INSTALL TMEPORARY ROCK CONSTRUCTION ENTRANCE. I SEDIMENT TRAP SHOW WILL BE BUILT IF 3. INSTALL TEMPORARY SILT FENCE ALONG PERMETER OF SITE AS SHOWN. M SITE CONDITION REQUIRES. o 4. INSTALL TEMPORARY INTERCEPTION DITCH WITH ROCK CHECK DAMS. Ex SEE CONTRUCTION SEQUENCE. 5. INSTALL TEMPRARY EROSION CONTROL TRAP IF CONSTRUCTION IN RAINY N SEASON AND SITE CONDITION. I I 6. CLEAR & REMOVE EXISTING STRUCTURES. I I 30' I 7. PROTECT ALL THE PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DISPOSION. I Ex cB I 8. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CAR MUST BE MADE TO MINIMIZE THE TRANPORTATION OF SEDIMENT (MUD) ONTO I THE PAVED ROAD. ANY SEDIMENT ON THE ROAD SHALL BE CLEANED BY SWEEPING. I 9. CONTINUE MAINTANCE AND UPGRADE OF T.E.S.C. MEASURES DURING CONSTRUCTION UNTIL THE RISK OF EROSION IS ELIMINATED. EX SD MH RIM = 268.9 I.E. = 263.33 47 0 I I 1 - I 161.15 FND. M.I.C. VISITED: 3-10-04 161.15 S88'S3'44"E 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 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 ��11��7_�1�1 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' 1 STORY HIGH) REAR - 15' DENSITY: 20 UNITS PER ACRE PARKING REQUIRED: 2 OFF STREET WITHIN STRUCTURE At't'NVir AL DA1F 074V 43 / <)2 CITY OF RENTON HPARTMENT OF PUBLIC WORKS DESIGNED DATE DRAWN -- CHECKED SCALE APPROVED DIRECTOR CT PUBLIC WORKS FILE NO. N.E. 9TH PL. a W ©mir S�,.:NN E D OCT 2.8 20105 �� Al FIELD BOOK PAGE SHEET 3 OF S