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Home My WebLink AboutR-430601DEVELOPMENT ENGINEERING ' SAMorman 07/05/2024 Surface Water Enginering � JFarah 07/10/2024 MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. 'N co Q 0 z 0 I I I Lo 0000 N �x � Cn � I x I �..r_ ., x - n—.x = x••r—I��I� -� 6 0 0 5 x N88° 229 g"Wx�- SE 136TH STREET U;f: Know what's beIow. Call before you dig. OWNER/APPLICANT RENTON SCHOOL DISTRICT 300 SOUTHWEST 7TH STREET RENTON, WA 98057 PHONE: 425-204-4437 CONTACT: ANDREW HOLLENBACK EMAIL: ANDREW. HOLLENBACK@RENTONSCHOOLS.US ARCHITECT HUTTEBALL + OREMUS ARCHITECTURE 4010 LAKE WASHINGTON BLVD NE #320 KIRKLAND, WA 98033 PHONE: 425-828-8948 CONTACT: LISA THOMSEN EMAIL: LTHOMSEN@HOARCH.COM CIVIL ENGINEER �nr ceac'n R THE 1i N41h St ti N 3ra St rpa" wy Hem MC Aquatic Ce Renton z SITE firm Hendrix Memoal go WHITMAN NEs:n s: COURT ,.IVE 3,65' z y Sno-King Ice Arena, SE 128th st Heights school Maplewood Golf C,:,r�, ti c. �:-- Ron Regis y Park- EastRenton Highlands AHBL INC. N 2215 NORTH 30TH STREET, SUITE 300 VICINITY MAP TACOMA, WA 98403 PHONE: 253-383-2422 NOT TO SCALE CONTACT: DAVID NASON EMAIL: DNASON@AHBL.COM SURVEYOR AHBL INC. 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PHONE: 253-383-2422 CONTACT: DAVE FOLLANSBEE EMAIL: DFOLLANSBEE@AHBL.COM TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. AS -BUILT NOTE CONTRACTOR SHALL FURNISH AS -BUILT RIM ELEVATIONS, PIPE INVERT ELEVATIONS, AND STRUCTURE LOCATIONS (COORDINATES) TO THE NEAREST 0.01 FOOT FOR ALL STORM DRAINAGE AND UTILITY STRUCTURES, AND AS -BUILT SLOPE MEASUREMENTS TO THE NEAREST 0.01 % FOR ALL CURB RAMP AND LANDING PANEL JOINTS. CONTRACTOR SHALL ENGAGE WITH A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON TO FURNISH AS -BUILT INFORMATION. N GRAPHIC SCALE 0 25 50 100 1" = 50 FEET PARCEL NUMBER 0847100090 SITE ADDRESS 130 JERICHO AVENUE NE, RENTON, WA 98059 VERTICAL DATUM NAVD 1988 VERTICAL DEATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. CHECKED INTO CITY OF RENTON BENCHMARK 1852 ELEV: 454.76 BASIS OF BEARING NAVD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2021A. UNITS OF MEASUREMENT ARE US SURVEY FEET. »oliriln:[i] iQIMel On&M R3W : ► 10-M RIaI 1851: BRASS DISK AT NE 4TH ST AND 140TH AVE SE 1852: BRASS DIST AT NE 4TH AND 148TH AVE SE. LEGAL DESCRIPTION A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, TWN. 23 N., RGE. 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON AUTOCAD FILE AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 CONTACT: JASON HEIN SHEET INDEX Sheet No. Sheet Title C0.0 COVER SHEET C1.0 OVERALL DEMOLITION & TESC PLAN C1.1 AREA 1 AND 4 DEMOLITION & TESC C1.2 AREA 2, 3 AND 6 DEMOLITION & TESC PLAN C1.3 AREA 5 AND 7 DEMOLITION & TESC PLAN C1.4 TESC NOTES & DETAILS C2.0 OVERALL SITE IMPROVEMENTS C2.1 AREA 1 AND 4 IMPROVEMENTS C2.2 AREA 2,3 AND 6 IMPROVEMENTS C2.3 AREA 5 AND 7 IMPROVEMENTS C2.4 NOTES AND DETAILS C2.5 NOTES AND DETAILS R=430601 LO LO N 0 0 N Am TACOMA SEATTLE SPOKANE TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL Client: RENTON SCHOOL DISTRICT ANDREW HOLLENBACK 300 SOUTHWEST 7TH STREET RENTON, WA 98057 Project No. 2230871.10 Issue Set & Date: A A A PERMIT SET J U N E 21, 2024 6/20/2024 NOTICE ALTERATION OF THIS DOM ENT 94AU. INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PURKATO OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED Mill WM N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROD= IDENTIFIED N THE TRLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PRO= OR FOR ANY OTHER PRIMM. A Revisions: Sheet Title: COVER SHEET Designed by: Drawn by: Checked by: JH JH DCN Sheet No. ■ 01 of 12 Sheets