Loading...
03 10 2021 SPR Agenda (2) The City of Yelm is an equal opportunity employer and provider THE CITY OF YELM COMMUNITY DEVELOPMENT DEPARTMENT WILL CONSIDER THE FOLLOWING CASES VIA ZOOM VIDEO CONFERENCING MARCH 10, 2021 TIME PRESUBMISSION Applicant Attendance Required SITE PLAN REVIEW Internal Staff Review Only* OTHER DESCRIPTION 2:00 p.m. Yelm Community Schools Turf Replacement Yelm High School, Ridgeline Middle School 21725140100 & 21724210500 3:00 p.m. 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 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. 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: N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 EXISTING LEGEND: SET NAIL AND WASHER FOUND MONUMENT AS NOTED HUB AND TACK SET REBAR AND CAP BOLLARD MAIL BOX SIGN SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM CATCH BASIN STORM MANHOLE ROOF DRAIN GAS METER GAS VALVE TRAFFIC SIGNAL POLE TRAFFIC CABINET POWER TRANSFORMER GUY ANCHOR UTILITY POWER POLE ELECTRICAL VAULT JUNCTION BOX POWER METER LUMINAIRE TELEPHONE RISER TELEPHONE VAULT FIRE DEPARTMENT CONNECTION FIRE HYDRANT IRRIGATION CONTROL VALVE HOSE BIB WATER METER WATER VALVE WATER VAULT A=APPLE, B=BIRCH, F=FIR, P=PINE, HA=HAWTHORNE HO=HOLLY, M=MAPLE, O=OAK, U= UNKNOWN STORM LINE SANITARY SEWER LINE GAS LINE ELECTRICAL LINE COMMUNICATIONS LINE WATER LINE IRRIGATION PER RECORD DRAWING OVERHEAD UTILITIES STEAM LINE FENCE CONCRETE ASPHALT CONTOUR MAJOR INTERVAL CONTOUR MINOR INTERVAL PROPERTY/RIGHT-OF-WAY LINE HB WV N DATE: February 25, 2021 FILENAME: Q:\2020\2200807\10_CIV\CAD\YHS\2200807-SH-COVR-YHS.dwg C0.00 COVER SHEET 1 AHBL, INC. 2215 N. 30TH ST., SUITE 300 TACOMA, WA 98403 PHONE: (253) 383-2422 FAX: (253) 383-2572 CIVIL CONTACT: TODD SAWIN, P.E. YELM SCHOOL DISTRICT #2 404 E YELM AVE YELM, WA 98597 PH: (360) 458-6128 EMAIL: CHRIS_HANSEN@YCS.WEDNET.EDU CONTACT: CHRIS HANSEN AHBL, INC. 2215 N. 30TH ST., SUITE 300 TACOMA, WA 98403 PHONE: (253) 383-2422 FAX: (253) 383-2572 SURVEY CONTACT: DAVE FOLLANSBEE, PLS CLIENT SURVEY CIVIL SITE ADDRESS 1315 YELM AVE W, YELM, WASHINGTON 98597 PARCEL NUMBER 21724210500 NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERTICAL DATUM NAD 1983/11 WASHINGTON STATE PLANE SOUTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. BASIS OF BEARING 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. 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 TOPOGRAPHIC NOTE UTILITY NOTE FILL SPECIFICATION AUTOCAD FILE PROPOSED IMPROVEMENTS TO BE BUILT IN A SINGLE PHASE CONSTRUCTION SEQUENCING TOTAL AREA FIELD TURF: 171,735 SF TOTAL AREA DISTURBED: 171,735 SF PROPOSED SURFACING SECTION 24 TOWNSHIP 17 RANGE 1E QUARTER N2 NW LY SWLY OF SSH 5-1 EX E 20F LY NLY OF THE S 30 F THEREOF; EX N 430F OF NE NW; EX W 906.6F; EX N 30F CO RD & TGW PTN DEEDED FROM MOOSE #3737125 BEING LEGAL DESCRIPTION VICINITY MAP SCALE: 1" = 1/4 MILE (1,320') 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX YELM SCHOOL DISTRICT FIELD UPGRADES YELM HIGH SCHOOL YELM SCHOOL DISTRICT #2 404 E YELM AVE YELM, WA 98597 CHRIS HANSEN 2200807.10 02/08/2021 REVIEW SET CHS SBK TCS 8 YELM SCHOOL DISTRICT FIELD UPGRADES- YELM HIGH SCHOOL A PORTION OF THE N 1/2 OF THE NW 1/4 OF SEC. 24, TWN. 17N., RGE. 01 E. W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON YELM HIGH SCHOOL SITE W Y E L M A V E SOLBERG ST N W LONGMIRE ST NW CULLENS RD SEPROPOSED SYNTHETIC TURF UNDERDRAIN SOFTBALL FIELD PROPOSED SYNTHETIC TURF UNDERDRAIN BASEBALL FIELD 504030201010203040504030201010203040THE 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 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. 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: N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 EXISTING LEGEND: SET NAIL AND WASHER FOUND MONUMENT AS NOTED HUB AND TACK SET REBAR AND CAP BOLLARD MAIL BOX SIGN SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM CATCH BASIN STORM MANHOLE ROOF DRAIN GAS METER GAS VALVE TRAFFIC SIGNAL POLE TRAFFIC CABINET POWER TRANSFORMER GUY ANCHOR UTILITY POWER POLE ELECTRICAL VAULT JUNCTION BOX POWER METER LUMINAIRE TELEPHONE RISER TELEPHONE VAULT FIRE DEPARTMENT CONNECTION FIRE HYDRANT IRRIGATION CONTROL VALVE HOSE BIB WATER METER WATER VALVE WATER VAULT A=APPLE, B=BIRCH, F=FIR, P=PINE, HA=HAWTHORNE HO=HOLLY, M=MAPLE, O=OAK, U= UNKNOWN STORM LINE SANITARY SEWER LINE GAS LINE ELECTRICAL LINE COMMUNICATIONS LINE WATER LINE IRRIGATION PER RECORD DRAWING OVERHEAD UTILITIES STEAM LINE FENCE CONCRETE ASPHALT CONTOUR MAJOR INTERVAL CONTOUR MINOR INTERVAL PROPERTY/RIGHT-OF-WAY LINE HB WV N 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX YELM SCHOOL DISTRICT FIELD UPGRADES RIDGELINE MIDDLE SCHOOL YELM SCHOOL DISTRICT #2 404 E YELM AVE YELM, WA 98597 CLIENT CONTACT 2200807.10 1/29/2021 REVIEW SET CHS SBK TCS 8 YELM SCHOOL DISTRICT FIELD UPGRADES- RIDGELINE MIDDLE SCHOOL A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N., RGE. 01 E. W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON DATE: January 29, 2021 FILENAME: Q:\2020\2200807\10_CIV\CAD\RMS\2200807-SH-COVR.dwg C0.00 COVER SHEET 1 AHBL, INC. 2215 N. 30TH ST., SUITE 300 TACOMA, WA 98403 PHONE: (253) 383-2422 FAX: (253) 383-2572 CIVIL CONTACT: TODD SAWIN, P.E. YELM SCHOOL DISTRICT #2 404 E YELM AVE YELM, WA 98597 PH: (360) 458-6128 EMAIL: CHRIS_HANSEN@YCS.WEDNET.EDU CONTACT: CHRIS HANSEN AHBL, INC. 2215 N. 30TH ST., SUITE 300 TACOMA, WA 98403 PHONE: (253) 383-2422 FAX: (253) 383-2572 SURVEY CONTACT: DAVE FOLLANSBEE, PLS CLIENT SURVEY CIVIL SITE ADDRESS 909 MILL ROAD SOUTHEAST, YELM, WASHINGTON 98597 PARCEL NUMBER 21725140100 NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERTICAL DATUM NAD 1983/11 WASHINGTON STATE PLANE SOUTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. BASIS OF BEARING 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. 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 TOPOGRAPHIC NOTE UTILITY NOTE FILL SPECIFICATION AUTOCAD FILE PROPOSED IMPROVEMENTS TO BE BUILT IN A SINGLE PHASE CONSTRUCTION SEQUENCING TOTAL AREA PAVED/COVERED LAND: 143,185 SF TOTAL AREA DISTURBED ONSITE: 143,185 SF PROPOSED SURFACING FROM SURVEY OR COUNTY WEBSITE LEGAL DESCRIPTION Sheet List Table Sheet #Sheet Title C0.00 COVER SHEET C0.01 TOPOGRAPHIC SURVEY C1.00 TESC AND DEMOLITION PLAN C1.01 TESC AND DEMOLITION NOTES AND DETAILS C2.00 GRADING, DRAINAGE, AND UTILITY PLAN C2.01 DRAINAGE NOTES AND DETAILS C3.00 HORIZONTAL CONTROL AND SURFACING PLAN C3.01 SURFACE DETAILS RIDGELINE MIDDLE SCHOOL VICINITY MAP SCALE: 1" = 1/4 MILE (1,320') SITE