No preview available
HomeMy WebLinkAboutR-398019Section 9 Township' - E W10 T 0 n O T Q) E I 4_j N Q) C� GRAPHIC SCALE 30 0 15 30 SCALE: 1" = 30' —I _ 4' ASPHALT SAFE ASPHALT WALKING PATH DRI VEWA Y I EXISI TING - CROSS WALK r=(1 GRAVE � 2 O D, PARK/NG� .y. F PA TCH 6 6 43 I GRAVEL FOGLINE 1 ' NORTH I ;C(3NC DRI VEWA Y 0 OF EXISTING EDGE NEW EDGE OF ' , I OF PAVEMENT I PA VEMENT. 3 OFF I EXISTING EDGE OF yw LZiT z LOT 1 PAVEMENT I I I I I I I I ROUTE TO NELSON MIDDLE SCHOOL VIA A COMBINATION I y ` LIMELITE SHORT Y�= I OF SIDEWALK AND PAVED LOT4 PLAT BY OTHERS SHOULDER ALONG 144TH AVE t AAln Anei 1-.1ru CT \ I I I I n1vL1 1Vrr iv-riii -)I. I s :ss I LOT 5 I CONSTRUCTION NOTES: I � EXISTING ASPHAL T ORIVEWA Y TO REMAIN. PROVIDE SMOOTH TRANSITION BETWEEN NEW AND OLD ASPHAL T. O EXISTING GRA W-L. 3' WIDE SAFE WALKING PA TH TO BE CONSTRUCTED ACROSS EXISTING GRA VEL. ADDITIONAL 3/4" CRUSHED ROCK MA Y BE REQUIRED TO PROVIDE SMOOTH TRANSITION BETWEEN NEW EDGE OF ASPHAL T AND EXISTING GRA VEL. 4" WHITE FOG LINE STRIPE TO SE CONSTRUCTED AFTER PLACEMENT OF ASPHALT TO DELINEATE EDGE R/W R/W OF SAFE WALKING PATH. 60' R/W ® CONTRACTOR TO TRIM BACK EXISTING VEGETATION WITHIN THE ROW TO PROVIDE CLEAR SPACE FOR WALKING PA TH. TRIMMING SHALL BE I' SOUTH OF WALKING PA TH EDGE AND 8' HIGH. 4' SAFE �—W LKI G� 5� CONSTRUCT AN ADDITIONAL 3' ASPHALT SHOULDER TO PRO VVE THE REOUIRED 4' SAFE WALKING PATH ASPHALT PAVEMENT PER SECTION THIS SHEET VARIES 21-23' © MOVE EXISTING MAILBOXES BEHIND NEW ASPHAL T WALKWA Y WHERE NECESSARY SO THA T FACE OF MAILBOXES ARE CLEAR OF NEW WALKING PATH. 3' NEW ASPHALT 0 PROVIDE SMOOTH TRANSITION BETWEEN ASPHALT RAMP OF SHORT PLAT AND SAFE WALKING PATH. f 4" WHITE PAINTED FOGLINE CALL 3 WORKING DAYS BEFORE YOU DIG 811 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OR,WA) ELECTRIC -RED SEWER - GREEN GASIOIL-YELLOW SURVEY -PINK SAFETY PRECAUTION SHALL BE IMPLEMENTED BY TECATV- ORANGE PROPOSED - WHITE WATER -BLUE CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDS AS I� t x d 29476 � �GI STERN i SIGNAL STAMP NOT VALID UNLESS SIGNED AND DATED ROADWAY PAVEMENT SHALL BE IN CONFORMANCE WITH C.O.R. ROAD STANDARD SE 162ND STREET SECTION (LOOKING WEST) NOT TO SCALE LITCHFIELD ENGINEERING 12840 81ST AVENUE NE Kirkland, WA 98034 Tel (425) 821-5038 Fax (425) 821-5739 Copyright c� 2000 Litchfield Engineering, Inc. All rights reserved. 4 2 1 1 PRELIMINARY ISSUE Ile], THIS SAFE WALK TO SCHOOL PLAN /S A GRAPHICAL DEPICTION OF THE ANTICIPA TED WORK TO CONSTRUCT A 4' WIDE ASPHALT PATH TO CASCADE ELEMENTARY SCHOOL. THE INFORMATION DEPICTED AND SHOWN IS BASED ON FIELD CONDITIONS OBSERVED ON MAY 24, 2017 BASIC FIELD MEASUREMENTS, ON-LINE RECORDS AND DA TA PROVIDED BY OTHERS (l. E. LIMELITE SHORT PLAT). AN ACTUAL FIELD SURVEY WAS NOT PERFORMED BUT /S RECOMMENDED AT THE TIME OF CONSTRUCTION. SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGNED: HORIZONTAL: NAD 1983/1991 KAL DRAWN: KAL ONE INCH DATU M KAL 5-31-17 KAL CHECKED: AT FULL SCALE KAL IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: KAL SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. SITE VICINITY MAP NOT TO SCALE CASCADE ELEMENTARY PROJECT CONTACTS APPLICANT." LIMELITE DEVELOPMENT, LLC 14508 NE 20TH ST #200 BELLEVUE, WA 98004 (206) 778-3222 CONTACT. TODD KARAM CIVIL ENGINEER (SHORT PLAT): COTERRA ENGINEERING, PLLC (FORMERLY SPRINGLINE DESIGN, LLC) 321 3RD AVENUE SOUTH, SUITE 307 SEA TTLE, WA 98104 (206) 596- 7115 CONTACT PETER APOSTOL CIVIL ENGINEER (SAFE WALKING PATH): LITCHFIELD ENGINEERING 12840 81 ST AVE NE KIRKLAND, WA 98034 (425) 821-5038 CONTACT. KEITH LITCHFIELD, PE SURVEYOR: TERRANE (FORMERLY GEODIMENSIONS) 10801 MAIN STREET, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 IN COMPLIANCE WITH CITY OF RENTCN STANDARDS CURRENT PLANNING AlIM mdavis 06/20/2017 DEVELOPMENT ENGINEERING, jtjohnson 05/17/2017 Limelite Short Plat 16204 114th Ave se Renton, WA 98055 DATE: ZZ FlELD OOK:J 1 — 17 PAGE: DRAWING NO: SAFE WALK TO SCHOOL PLAN SHEET: 1 OF:1 R-398019