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HomeMy WebLinkAboutTED4003216.90 z m 0 w U a Of W a a J a v 0 0 J m 00 00 ZW00 W� F- W W=Q Zn.J c')0� Q o O_ ~ w4 CO m w co' p,M � � C o � •L� O Zz � J Q J Q � Uz z 0 U 0 .A d \� o Q � \\� x •- •- to to c i m z 0 z 0 o in z ? m } Q U U a(L0- (nWW ai ail w w w w z N N 0 z Ll - - - - - - - - - - - - - - - - - - EX SD MH y �j ry DEMOLITION TESC PLAN RIM EL. = 271.95 J� I.E. = 264.61 v I EX SS MH m I I ¢ RIM EL = 272.94 II ( �� I I.E. = 265.32 S 88'19'23" E 321.52 ( W b. S88' 19'23"E RX�SS 271.5 o i I �� I oo _ _ EXssS----- �?�� N.E. 10TH PL 3o3.s1' ( I LEI = 262.53 L6 �` ° 'Z1�- - - - - - E S EDGc-Aan+ALT Pt E>V1ENT v ? `O �11 -----SS- -t o-+-�------------- �� -+------------ - � - _ -- 3--��� _ `i ' I I + + S 88S3'44" E ' • • � II 4 . I + 130.77' EX WM '. . a SS �� + 3 I 9, + 30' ROW 30' ROW 1� , 06' 46' A i? I I I I ( � I I w I I ~ '9 I ( I ( 48 �- 50 I I N I ( II x EX. TELEPHONE MH I RIM IL.=272.15 + +� INSTALL TEMPORARY EROSION CONTROL I ( FILTER -FABRIC PER DEAIL +��' �I I I I II i +Lci io I ( 04 ( I W M I Inl\ui till S I can I Z M � fI I o EX WM x 271.60 '. 3 EX 15" SD w Y 3 W 3 0 i i. a TO BE REMOVED Lo I Q u o I II Li I o `o °' p I O 0 I (( ®W I I z l iaow. I w O O O I zo 020° 00 0 00 0 I w i , 00 00 0I XI1 ``' OOOI EX. ELEPHONE xI d -rt Lj ��. c� + L I © P I EX 1 STORY 1 z( EX SS ®h •0% 48 00 I Q?'� J O 16 1 WOBUDILDING FRAME 1 0o INSTALL TEMPORARY ROCK xl . TO BE REMOVED I x WEST LINE IOF SEC. 9 �I I z CONSTRUCTION ENTRANCE I PERMIT N0. I w I ER M TELEPHONE MH I � •a © I � 0 PER DETAIL 1 B040642 I + EL 1 ( 271.93 ---(D. I ( I w I I au-) 3:1 I ,�� 1 �,��.`° Ii Lo I I 4 3:1 GRAVEL CONTROL STRUCTURE 271.45 e - z i� . WITH SUMP PUMP �>>� 1 1 ( 1 EX SS MH I Lj EX 18"I TWIN PINE 3:1 ��. z 1 EX 1 STORY ( I TO BE REMOVED i TEMPORARY EROSION ti w y 3:t ,0 1 WOOD FRAME CONTROL TRAP ( II I >7 TOP EL = 272.0 0 � I BUILDING 819 o I TO BE REMOVED I I BOTTOM EL = 269.0 � m PERMIT NO. 1 x o I B040642 INTERCEPTOR DITCH WITH II° I P ROCK CHECK DAMS W. END EX CHAIN LINK FENCE AT SOUTH END WOOD FENCE 1 i ti I ' 0.09 SOUTH OF LINE ( 30.00 EX CHAIN LINK FENCE cn I I I J I rn 0 •272 0 x I �� +�� J �9S N 88'5344" W 13089, NW CORNER EX WALL 1.08 E. & 0.53 IN. OF NE PROP. CQR. 279.75 _ 9- - 9 860 7 275.83 I �tK M w �j9 00 Lo w I 0) to I O O) Z 1* 0 Z �3 I I No ti N.E. 10T�1 ST. ``' i �o� � z + 272 + ro A w 9S ,`?0 NE CORNER EX I I �6ti I I 091NLIKFcEX 0.65 WIDE CONC. WALL W/WOOOo S&O43W.47-5' D FENCE N TOP U o OF SE PROP. COR. w 3 zo NW CORNER EX WALL S 0.47 E. & 0.05 S. OF SW PROP. COR. I ( _I I I�+--I---f------BQ- EX 15" SL1 I I I I I I ( I TEMPORARY EROSION CONTROL MEASURES: I I SITE DISTURBED AREA = 0.3AC CONSTRUCTION SEQUENCE: I I I o I NO EROSION CONTROL POND REQUIRED 1. SCHEDULE AND ATTEND PRE-CONSTRUCION MEETING WITH CITY OFFICIALS. I N I 2. INSTALL TMEPORARY ROCK CONSTRUCTION ENTRANCE. tEX SEDIMENT TRAP SHOW WILL BE BUILT IF 3. INSTALL TEMPORARY SILT FENCE ALONG PERMETER OF SITE AS SHOWN.SITE CONDITION REQUIRES. ci 4. INSTALL TEMPORARY INTERCEPTION DITCH WITH ROCK CHECK DAMS. %_ FH I I SEE CONTRUCTION SEQUENCE. 5. INSTALL TEMPRARY EROSION CONTROL TRAP IF CONSTRUCTION IN RAINY SEASON AND SITE CONDITION. 6. CLEAR & REMOVE EXISTING STRUCTURES. j 1 I 30° 7. PROTECT ALL THE PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DISPOSION. ( 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 I EX SD MH UNTIL THE RISK OF EROSION IS ELIMINATED. I /-RIM = 268.9 I.E. = 263.33 I 47 0 i FND. M.I.C. VISITED: 3-10-04 161.15 N.E. 91 H PL. S88'53'44"E 304.04' S 8853'44" E 322.30 W. LINE OF E.1/2, N`IV1/4, N W1 /4, SW1 /4, N W1 /4 SEC. 9-23-5. EX WALL IS 1.14' I EAST OF LINE I 161.15 T�> livAtill .. 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. CONTOUR INTERVAL = 2 FOOT SITE 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: MUL11-FAMILY INFILL SETBACKS: FRONT - 20' SIDES - 7' (3 STORY HIGH) REAR - 15' DENSITY. 20 UNITS PER ACRE PARKING REQUIRED: 2 OFF STREET WITHIN STRUCTURE V� lu 7 CITY OF RENTON 0oEPARTMI=NT OP PUBLIC WORKS RECORD DRAWING E 1 DATE FILE CHECKED SCALE FIEU APPROVED DIRECTOR Of PUBLIC WORKS SHEE IkD zi >K PAGE_ 3 OF 8 b CD CD 00