Laserfiche WebLink
Permit#: PW2101-007 <br /> Site Address: 7100 Hardeson RD <br /> Owner: Snohomish County PTBA <br /> GENERAL NOTES: ABBREVIATIONS: ABBREVIATIONS CONT°D: ABBREVIATIONS CONT°D: Application Date: 01/05/2021 <br /> Description: Site Work for Bus Maintenance Building <br /> 1. UTILITIES SHOWN WERE COMPILED FROM FIELD LOCATES, AS—BUILT & AND EW EACH WAY PCCP PORTLAND CEMENT CONCRETE PAVEMENT Expansion and Pavement Upgrades and Storm Drainage <br /> RECORDS, AND PHYSICAL STRUCTURES. CONTRACTOR TO FIELD LOCATE ® AT FI FUEL ISLAND PE PROFESSIONAL ENGINEER Review Status: 1st Review by City Reviewers <br /> EXISTING UTILITIES AND TO DETERMINE THE EXTENT OF PROTECTION NEEDED ADA AMERICANS WITH DISABILITIES ACT FT FOOT/FEET PH PHASE Review Date: 03/09/2021 <br /> AND/OR CHANGES THAT MAY BE REQUIRED. USE CARE WHEN EXCAVATING APPR APPROVED FWY FREEWAY PLS PROFESSIONAL LAND SURVEYOR <br /> NEAR EXISTING UTILITIES. APPROX APPROXIMATE GAL GALLON PSI POUNDS PER SQUARE INCH Redlines are provided on the following pages: <br /> BW <br /> ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS HMA HOT MIXED ASPHALT PVC POLYVINYL CHLORIDE CD.0 (17 ( of 60) <br /> 2. ADDITIONAL NOTES CAN BE FOUND WITHIN THE DRAWING SET. AVE AVENUE HR CD.05(18S HOURS RD ROAD CD.04 off 6 60) <br /> of 60) <br /> BLDG BUILDING HT HEIGHT REINF REINFORCED CP.03-MB(22 of 60) <br /> 3. HORIZONTAL DATUM: NAD 83/91. BLVD BOULEVARD I INTERSTATE RGE RANGE CP.05(24 of 60) <br /> BW BUS WASH ID IDENTIFICATION PKWY PARKWAY CG.01-BW(31 of 60)CG.10-BW(42 of so) <br /> 4. VERTICAL DATUM: NAVD 88. <br /> CB CATCH BASIN INC INCORPORATED S SOUTH CU.1O-MB(46 of 60) <br /> CHD CHECKED LF LINEAR FEET SE SOUTHEAST <br /> CU.0 <br /> CLR CLEARANCE LN LANE SEC SECTION CU.04(48 4(48 off )60) <br /> 60) <br /> GENERAL UTILITY NOTES: CMP CORRUGATED METAL PIPE M MONDAY SCH SCHEDULE CU.05(49 of 60) <br /> CO CLEAN OUT MAX MAXIMUM SD STORM DRAIN CU.10-BW(52 of 60) <br /> 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COE CITY OF EVERETT ME MAINTENANCE BUILDING SPEC SPECIFICATION CU.12-MB(54 of 60) <br /> LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION AND VERIFY ALL INVERTS CONC CONCRETE MCOB MERRILL CREEK OPERATIONS BASE SR STATE ROUTE CM.04(58 of 60) <br /> AND UTILITY CONFLICTS PRIOR TO CONSTRUCTION. CONT'D CONTINUED MIN MINIMUM ST STREET CM.05(59 of 60) <br /> CSBC CRUSHED SURFACING BASE COURSE N NORTH STD STANDARD <br /> JOINTING NOTES: CSTC CRUSHED SURFACING TOP COURSE NAD NORTH AMERICAN DATUM SW SOUTHWEST <br /> CT COMMUNITY TRANSIT NAVD NORTH AMERICAN VERTICAL DATUM SY SQUARE YARD <br /> 1. EXISTING JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD CT COMMUNITY TRANSIT PROJECT MANAGER NE NORTHEAST TESC TEMPORARY EROSION AND SEDIMENT CONTROL <br /> VERIFY PRIOR TO CONSTRUCTION. CY CUBIC YARD No. NUMBER TYP TYPICAL <br /> DI DUCTILE IRON NOM NOMINAL TWP TOWNSHIP <br /> 2. AT THE CONTRACTOR'S OPTION, AN ALTERNATE CONCRETE PANEL LAYOUT MAY BE DIA DIAMETER NTS NOT TO SCALE W WEST <br /> SUBMITTED FOR REVIEW AND APPROVAL. DOE DEPARTMENT OF ENERGY NW NORTHWEST W/ WITH <br /> DWG DRAWING OB OPERATIONS BASE WA WASHINGTON <br /> 3. CONCRETE PANELS SHALL NOT EXCEED A MAXIMUM LENGTH AND/OR WIDTH OF E EAST OC ON CENTER WM WILLAMETTE MERIDIAN <br /> FIFTEEN FEET. EST ESTIMATE OD OUTSIDE DIMENSION WQ WATER QUALITY <br /> ETC ETCETERA OCT OCTOBER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION <br /> 4. LENGTH TO WIDTH RATIO NOT TO EXCEED 1.3:1 WITHOUT STEEL REINFORCEMENT <br /> UNLESS APPROVED BY ENGINEER. <br /> 5. WHEN A JOINT IS CLOSER THAN ONE FOOT TO A CASTING, MAKE A MINOR <br /> ADJUSTMENT TO MEET THE CASTING AT 90 DEGREE OR NORMAL TO THE CASTING. <br /> 6. CONSTRUCT ISOLATION JOINTS AT CONCRETE CURBS, CATCH BASINS, MANHOLES, <br /> INLETS, STRUCTURES, WALKS OR OTHER FIXED OBJECTS, AND WHERE INDICATED. <br /> REINFORCE ALL ISOLATED CONCRETE WITH 2 SETS OF#4 REBAR. SEE SHEETS <br /> PVD05, SDDO1, AND WSDOT STD PLAN A-40.15.00. <br /> 7. JOINTS ADJACENT TO STRUCTURES OR FOUNDATIONS SHALL BE ISOLATION JOINTS, <br /> 3/4° PREMOLDED JOINT FILLER, UNLESS OTHERWISE NOTED. INSIDE CORNERS SHALL <br /> BE REINFORCED PER WSDOT STD PLAN A-40.15, CONDITION D—F. <br /> E� <br /> 1. LEI NO. DATE REVISION MCOB MAINTENANCE IMPROVEMENTS DRAWN:TLC PROJECT NO.:20-002 <br /> 1q)ff <br /> �,g„ASHxG FACILITIES MASTERPLAN PHASE 3A e o oQy: gryl� DESIGNED:CJM DATE:DECEMBER 22,2020 <br /> 7100 HARDESON ROAD,EVERETT WA 98203 CHECKED:LAW PERMIT SUBMITTAL <br /> E 1601 5th Avenue,Suite 1600 �� q�,2 445894�Q DRAWING NO.: <br /> Seattle,WA 98101 F �'�' <br /> = 206.622.5822 <br /> FSS,oxALE��' CIVIL GENERAL NOTES &ABBREVIATIONS N 00 <br /> www.kpff.com 12121120 <br />