1215 W MUKILTEO BLVD 2017-07-28 - Laserfiche WebLink

CAUTIONI C LORE- NTZ RESIDENCECALL BEFORE YOU DIGI ENGINEERING 250 4TH AVE.S., SUITE 200 BU RIEDUTILITIESEXIST INTHEAREAANDUTILRY EDMONDS,WASHINGTON 98020 ® INFORMATION SHOWN MAY NOT BE COMPLETE.CONTACT PHONE(425)778-8500 Q THE ONE-CALLUTILRY LOCATESERVICE A MINIMUMOF48 FAX(425)778-5536 1215 W M U K I LT E O BLVD d HDLIRS PRIOR TO CONSTRUCTION L 11 1-800-424-5555 EVERETT, WA 98203 Cll COVERHEER T& ENNDERAL EXS C2.1 TEMPORARY EROSION CONTROL PLAN OWNER/APPLICANT CONSULTANTS LEGAL DESCRIPTION C3.1 GRADING&DRAINAGE PLAN HOWARD&FRANCES LORENTS CIVIL ENGINEER SOIL/GEOTECH ENGINEER MAPLE HEIGHTS BOX 000 D-03-BEG AT SE C4.1 WATER&SEWERPLAN COR LOT 17 TH DUE N 169.38FTT0 NE COR SO i 1275 W MUKILTEO BLVD CG ENGINEERING HWA 30TH R SE,INC LOT TH S62.27 S3W ALG N LN LOT 17&S EVERETT,WA 96203 2504TH AVE S,SURE 200 2133230TH DR SE,SURE 130 MGN MAORONAAVE 69.1-TH$55.1025w BG GU)�L 425.252.4917 EDMONDS,WA 98020 BOTHELL,WA 98021 ALG SO S MGN MADRONA AVE 40.94FTTH i GQ of X[AE' 425.778.8500 FAX 77&5536 425.774.0106 530.27 02E 140.37FTTHAW ARC OF CRV TO yi CONTACT: XXXXXX CONTACT:DONALD RULING R HAV RAD OF 176.19FT FOR A DLSTOF APPLICANT 24.93FTTO POB NAME PARCEL 600505]00001]03 VICINITY MAP © COAL ADDRESS NTS =PROJECT SITE S'g7L ' CITY-STATE-21P PHONE CONTACT �/�/5 GENERAL NOTES 1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT CITY OF EVERETT STANDARDS AND LEGEND SPECIFICATIONS;THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION;AND THE ADOPTED EDITION DESCRIPTION EXISTING PROPOSED ABBREVIATIONS OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN PROPERTY UNE -- -- ABN ABANDONED Ml MECHANICALJOINT WASHINGTON. ADJACENT PROPERTY LINE BLDG BUILDING MON MONUMENT 2.ALLWORKWITHIN THE PLAT AND CRY RIGHT-OF-WAY SHALL BE SUBJECT TO THE INSPECTION OFTHE CRY ENGINEER OR DESIGNATED REPRESENTATIVE. CENTERUNE BOW BOTTOMOFWALL NTS NOTTOSCALE F 3,PRICATO ANYSITE CONSTRUCTION INCLUDING CLEARING/LOGGING OR GRADING,THE SITE CLEARING LIMITS CLEARING LIMITS fL CENTERLINE OC ON CENTER F SHALL BE LOCATED AND FIELD IDENTIFIED BYTHE PROJECTSURVEYOR(OR PROJECT ENGINEER)AS REQUIRED BY SEDIMENT BARRIER -X-X CB CATCH BASIN PC POINT OF CURVATURE O m THESE PLANS. d N CONTOUR LINE -----IW----- CMP CORRUGATED METAL PIPE PI POINT OF INTERSECTION r 4.THE DEVELOPER,CONTRACTOR AND PROJECT ENGINEER IS RESPONSIBLE FOR WATER QUALITY AS DETERMINED BY THE MONITORING PROGRAM ESTABLISHED BY THE PROJECT ENGINEER.THE PROJECT ENGINEER'S NAME AND FENCE ❑ ��- ��❑ ❑ CO CLEANOUT PIV POST INDICATOR VALVE PHONE NUMBER IS:GREG GUILLEN,425.77&8500. - W w SANITARY SEWER LINE +--zs---:---ss- ss ss- CONC I CONCRETE PROPERTY LINE C7 a S.PRIOR TO ANY SITE WORK,THE CONTRACTOR SHALL CONTACT THE DEPARTMENTOF PUBLIC WORKS AT MANHOLECONST CONSTRUCTION PT POINTOFTANGENCY 425.257.8731 TO SCHEDULE A PRECONSTRUCTION CONFERENCE.ENGINEERED AS-BUILT DRAW INGS IN ACCORDANCE WITH THE CURRENT ADOPTED INTERNATIONAL BUILDING CODE SHALL BE REQUIRED PRIOR TO SUEAPPROVAL STORM DRAIN MAIN -+--so-+--sD- 5D 5D- CU YD CUBIC YARD PVC POINT OF VERTICAL CURVE W Q o DOUBLE DETECTOR CHECK POINT OF VERTICAL CI 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR UTILITY,ROAD,AND STORM DRAIN PIPE DDCVA VALVE ASSEMBLY PVI INTERSECTION o RIGHT-OF-WAY CONSTRUCTION.THE CONTRACTOR FOR THIS PROJECT IS TBD. ROOF DRAIN --- ---R---R- RR DIA DIAMETER PVMT PAVEMENT Y 7.THE CONSTRUCTION STORMWATER POLLUTION PREVENTION(SWPP)FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED SWPP PLANS PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING. FOOTING DRAIN ---T---F---P- FF DIP DUCTILE IRON PIPE PVT POINT OF VERTICAL TANG. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTIONAND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.SEDIMENT LADEN WATERS SHALL NOT PRESSURE LINE ---P---P---P- PP EA EACH R RADIUS DESIGN: JTE ENTERTHE NATURAL DRAINAGE SYSTEM. CATCH BASIN(TYPE 1) ❑ ■ EJ EXPANSION JOINT REINF REINFORCEMENT DRAWN: JCS 8.NON COMPLIANCE WITH THE REQUIREMENTS FOR,EROSION CONTROLS,WATER QUALITY AND CLEARING LIMITS MAY RESULT IN REVOCATION OF;PROJECT PERMITS,PLAN APPROVALAND BOND FORECLOSURES. CATCH BASIN(TYPE 2) ® ® ELEV ELEVATION RJ RESTRAINED101NT CHECK: GAG 9.TRENCH BACKFILL OF NEW UTILITIES AND STORM DRAINAGE FACILITIES SHALL BE COMPACTED T095% CLEANOUT EDP EDGE OF PAVEMENT RET RETAINING JOB NO: 15078.10 MAXIMUM DENSITY(MODIFIED PROCTOR)UNDER ROADWAYS AND 90-A MAXIMUM DENSITY(MODIFIED CLEANOUT AND WYE EX EXISTING RT RIGHT DATE: 05/05/15 PROCTOR)OFF ROADWAYS,COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 7-083(3) GRADE BREAK -------------- FDC FIRE DEPT.CONNECTION SO STORM DRAIN AND 2-03.3(14)C-METHOD BAS DEFINED IN THE CURRENTEDITION OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION. SURFACESWALE .- ?- FFE FINISHED FLOOR ELEVATION SECT SECTION 1D.THE OWNER AND CONTRACTORSHALL BE RESPONSIBLE FOR LOCATINGAND PROTECTING ALL EXISTING UTILITIES DRAINAGE ARROW FH FIRE HYDRANT SDMH STORM DRAIN MANHOLE PRIOR TO BEGINNING CONSTRUCTION.LOCATION OF UTILITIES SHOWN ON CONSTRUCTION PLANS ARE BASED ON BEST RECORDS AVAILABLE AND ARE SUBJECT TO VARIATION.FOR ASSISTANCE IN UTILITY LOCATION,CALL WATERLINE ---wA---wA- -wA-wA- FL FLANGE SIM SIMILAR 1-804424-5555. WATER METER E3 B FT FEET/FOOT SQ SQUARE I1.PRIORTO CONSTRUCTIONTHE OWNERAND/OR CONTRACTORSHALL NOTIFYTHE PROJECT ENGINEER ANDTHE FIRE HYDRANT GV GATE VALVE SS SANITARYSEWER CRY ENGINEER WHEN CONFUCTS EXIST BETWEEN THE PLANS AND FIELD CONDITIONS.CONFLICTS SHALL BE SANITARY SEWER RESOLVED(INCLUDING PIAN AND PROFILE REVISIONS)AND RESUBMITTED FOR APPROVAL PRIOR TO FDC '� Y HP HIGH POINT SSMH MANHOLE PROCEEDING WITH CONSTRUCTION. PIV 0 • HT HEIGHT STA STATION 12.THE CONTRACTOR SHALL KEEP TWO SETS OF PLANS ON SITE ATALLTIMES FOR RECORDING AS-BUILT GATE VALVE 8 S ID INSIDE DIAMETER STD STANDARD INFORMATION;ONE SET SHALL BE SUBMITTED TO THE PROJECT ENGINEER,AND ONE SET SHALL BE SUBMITTED TO THE CITY ENGINEER AT COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF WORK. TEE ,S. 11. IE INVERT ELEVATION STL STEEL 13.A GRADING PERMIT ISSUED PURSUANT TO THE CURRENT ADOPTED INTERNATIONAL BUILDING CODE,AND 90'BEND ,J .7 L LENGTH/UNE TO, THRUST BLOCK APPROVALOF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE OBTAINED FROM THE THRUST BLOCKING o • IF LINEAL FOOT TOC TOP OF CURB COMMUNITY DEVELOPMENT DEPARTMENT PRIORTO ANY ON-SITE GRADING WORK NOT EXPRESSLY EXEMPT BY CAP •• •• LP LOW POINT TOW TOP OF WALL THE CURRENT ADOPTED INTERNATIONAL BUILDING CODE. CONCRETE PAVEMENT .e IT LEFT TOP TOP ELEVATION 14.PRIORTDIVE FOOTING CEMENFIF GSYSTE SYSTEMSFRAMING COMPETEDINAL BE HEBUITIONANDAPPROVAL MENT.OFTHEROOFLEADER ASPHALTPAVEMENT >, MAX MAXIMUM TYP TYPICAL AND POSITIVE FOOTING SYSTEMS SHALL BE COMPLETED BY THE BUILDING DEPARTMENT.CALL 360.36}g10D TO ._ SCHEDULE THE INSPECTION. CRUSHED SURFACING - MECH MECHANICAL VC VERTICAL CURVE J Z - .. _.. ROCKERY MH MANHOLE W/ WITH W m Lh Q Ln SPOT ELEVATION _/-20.0 f20.0 MIN MINIMUM WM WATER METER U O W TELEPHONE LINE ---T---T---T- TT Z O N POWER UNE ---E---E---E- E E 0 F- 0) GAS LINE Z SIGN �-� .n- N J Z W W W W In w > Z W Q ONL? UCD SHEET. C1.1