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w <br /> H <br /> .(11 2 it t S tr c c t <br /> 1 . .w 11Ilip olelk s „.. <br /> A <br /> GENERAL NOTES: <br /> 1.WORK HOURS: <br /> THE CITY OF ANACORTES ORDINANCE ALLOWS WORK FROM 7:00 AM TO 10:00 PM, SEVEN STORM DRAINAGE NOTES em '�' \ <br /> 51 <br /> DAYS A WEEK (COA ORD. #2316). SOMEONE IN CHARGE SHALL BE ON-SITE AT ALL TIMES I I, <br /> WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON WEEKENDS, PLEASE INFORM THE A. ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND ;:, 1,' <br /> PROJECT MANAGER SO THE CiTY OF ANACORTES CAN HAVE AN INSPECTOR ON-SITE. MUNICIPAL CONSTRUCTION, CITY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND = ���\: \` W <br /> CONTRACTOR WILL BE BILLED FOR CITY OF ANACORTES OVERTIME, THE CITY OF ANACORTES ENGINEERING AND DEVELOPMENT STANDARDS. ,Cl, j:: <br /> �� `B. ALL POLY-VINYL CHLORIDE PIPE (PVC) AND FITTINGS SHALL CONFORM TO AND MEET THE l920 <br /> 2.CALL 46-HOURS BEFORE THE FOLLOWING; REQUIREMENTS OF THE LATEST ASTM SPECIFICATION D3034. PIPE AND FITTINGS SHALL I <br /> FOR INSPECTION CONTACT 360.299.1951. MEET STANDARD DIMENSION RATIO 35. PROVISIONS MUST BE MADE FOR CONTRACTION o <br /> AND EXPANSION AT EACH JOINT WITH A RUBBER RING, SECURELY PLACED TO PREVENT H <br /> A. PRIOR TO WORK START UP. DISPLACEMENT. co <br /> B. PRIOR TO ANY UTiUTY CONSTRUCTION IN THE RIGHT-OF-WAY. ''C. PRIOR TO POURING CAST-IN-PLACE CONCRETE STRUCTURES. C. ALL CONCRETE STORM PIPE SHALL BE RUBBER GASKETED, REINFORCED CONCRETE CULVERT PIPE �� �+�( <br /> D. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY SUBGRADE. CONFORMING TO SECTION 9-05.3(2) OF THE SAID APWA STANDARD SPECIFICATIONS. °° Cr) rn r <br /> E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS. D. ALL CORRUGATED POLYETHYLENE PIPES (CPEP) SHALL BE SMOOTH INTERIOR AND I�l��t�,y p `` r-7 <br /> F. PRIOR TO ASPHALT PAVING. MANUFACTURED FROM HIGH-DENSITY POLYETHYLENE RESIN, WHICH SHALL MEET OR EXCEED x 0021002 'C1 pTHE REQUIREMENTS OF TYPE III, CATEGORY 4 OR 5, GRADE P33 OR REQUIREMENTS OF I al .: C3.MATERIALSANDWORKMANSHIP; AASHTO M249. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED ®� ®� ilik3711111j <br /> lam') F.J,„ \ Cr) cID • <br /> A. ALL MATERIALS USED, MUST MEET WSDOT, APWA AND CITY OF ANACORTES SPECIFICATIONS BY THE PIPE SUPPLIER. <br /> E.E. ALL 12-INCH THRU 36-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) FOR STORM �z I `' '° 2' '� <br /> B. ALL WORK AND MATERIALS THAT DO NOT MEET THE ABOVE SPECIFICATIONS, MUST BE SEWER AND CULVERTS SHALL COMPLY WITH THE REQUIREMENTS OF WSDOT/APWA SECTION ::0 ®���� el ro: <br /> REMOVED AS DIRECTED BY THE PROJECT INSPECTOR. 9-05.19 CORRUGATED POLYETHYLENE CULVERT PIPE. JOINTS SHALL BE SOIL-TIGHT. ALL 3-INCH = Luc. A <br /> C. SUBGRADE COMPACTION TESTS: WILL BE DONE BEFORE AN C.S.B.C, IS PUT IN PLACE, THRU 10-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) SHALL COMPLY WITH ALL w ¢ ARIL `✓ rn <br /> THE REQUIREMENTS OF MSHTO M252 AND BE MANUFACTURED WITH A SMOOTH INTREGRAL -=__= - -- <br /> ALL TRENCHES WILL BE TESTED FOR COMPACTION. THE MATERIAL TESTING LAB NEEDS LINING THAT COMPLIES WITH ALL MATERIAL AND STIFFNESS REQUIREMENTS OF AASHTO 24-HOUR NOTICE. USE THE TESTING PROTOCAL PROVIDED BY THE CITY, ITEMS TO BE _ QPA W <br /> COMPACTION TESTED WILL INCLUDE THE PIPE BEDDING (SECTION 7-08.3(1)C), BACKFILL M294. JOINTS SHALL BE SOIL TIGHT AS DEFINED IN SECTION 9-05.19. �-+ :o: [�' <br /> (SECTION 7-06.3(3) AND SUB-GRADE FOR SURFACING (SECTION 2-06.3(2) AND ASPHALT I �. 1111111F <br /> �I I F� E" Fjj(SECTION 5-04.3((10)B). F. ALL FITTINGS SHALL BE OF LIKE MATERIAL AS THE PIPE FURNISHED BY THE PIPE SUPPLIER. w �\i_____I <br /> [�� [1> W W <br /> D. INSPECTIONS: ALL ASPECTS OF THIS PROJECT WILL BE INSPECTED INCLUDING PIPING, G. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY DRAIN CONDUIT. e10(._ �' O Ill <br /> �1 `IBACKFILL, SUB-GRADE, CONCRETE AND ASPHALT, AS WELL AS FORMS, CURB, GUTTER AND H. THE END OF THE ROOF AND FOOTING DRAIN STUB OUTS SHALL BE MARKED "STORM DRAIN" ON '',A U y,", .0 ,-' o eX1LhSIDEWALK. IF A PORTION GETS BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL •DIG UP THAT PORTION FOR INSPECTION. 24-HOUR NOTICE REQUIRED. KNOW THE SCHEDULE A PVC PIPE. 22ND ST. • _ Z <br /> AND LET THE CITY KNOW. I. THE MARKER SHALL EXTEND A MINIMUM OF 36-INCHES ABOVE THE GROUND. THE PORTION ~==; ffT- <br /> ,.J. IDC EN IF 'TH INVESHALRABOVE THE D HOFS HAS) RON CASESL BE LABELED ORM SEWER" WiTH BLACK LETTERS. TT SHALL ALSO <br /> EUSED N. TESTING PTHE RIGHT OFO--WAY. SEE THE CITY R TO 'OF ANACORTES lESTING A PROCTOR AND E SCHEDULE.LYSIS SHALL IDENTIFY THE INVERT OF THE STUB. <br /> I.BE SUBMITTED, REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL F. ALL COMPACTION TEST SHALL BE APPROVED BY HECITY OF ACORTES ENGINEER ANDK. DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH <br /> PROJECT MANAGER PRIOR TO PLACING OF CRUSHEDED SURFACINGG,, ASPHALT, CURB, GUTTER TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OFA SIDEWALK (INCLUDING TRENCH RESTORATION WHEN TEST MAY BE REQUIRED IN EACH THE DITCH. <br /> LG. CiTY OF ANACORTES MAY REQUIRE ADDITIONAL TESTS ON SUBGRADE, TRENCHES, CONCRETE, . FOOTING DRAINS, ROOF DOWN SPOUT AND CURTAIN DRAINS ARE TO BE CONNECii D TO THE , 3 p <br /> STORM DRAINAGE OR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. "'- <br /> R ASPHALT. THE COST OF TESTING SHALL BE PAID FOR AS INDICATED IN THE CONTRACT '°°' sm, ;,, w, ,I I <br /> DOCUMENTS. 2, 6 f , I_ <br /> M. MINIMUM SLOPE ON ROOF AND FOUNDATION DRAIN STUBS SHALL BE 0.5% AND HAVE A 6,9 I !! <br /> 4.TRAFFtc CONTROL AND PUBLIC SAFETY: <br /> MINIMUM OF 1-FOOT OF COVER. ROOF DRAINS AND FOUNDATION DRAINPIPES SHALL BE 1 ICO <br /> CONSTRUCTED OF PVC ASTM D3034 SDR 35, AND ASTM F679. !I <br /> A. FLAGGING:ALL FLAGGERS MUST HAVE FLAGGING CERTIFICATES AND MUST HAVE ATTENDED <br /> A FLAGGING COURSE OR AN OFF-DUTY POLICE OFFICER IS REQUIRED. THE JOB WILL BE N. DRAINAGE OUTLETS (STUB OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT. STUB-OUTS <br /> SHUT DOWN IF ANY UNCERTIFIED PEOPLE ARE FLAGGING. A STOP WORK ORDER WILL BE SHALL CONFORM TO THE FOLLOWING: <br /> E a) <br /> GIVEN AND WORK WILL NOT PROCEED UNTIL A CERTIFIED PERSON IS FLAGGING. <br /> - EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO VICINITY PLAN o <br /> B. SIGNAGE;ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES. BEFORE AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS, FOOTING DRAINS, DRIVEWAYS, YARD <br /> THE JOB IS TO BEGIN, PROPER SIGNAGE WILL BE IN PLACE WITH FLAGGERS IN PLACE IF DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER Ig <br /> NEEDED. EXTRA SIGNAGE MAY BE NEEDED. BE READY TO RENT SIGNS IF NEEDED. LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, SCALE: 1 "-200' <br /> POSITIVE DRAINAGE TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN . i <br /> C.TRAFFIC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE PUBLIC WORKS APPROVED OUTFALL LOCATION. <br /> DIRECTOR PRIOR TO CONSTRUCTION START. TRAFFIC CONTROL PLAN SHALL INCLUDE THE <br /> LOCATION OF SIGNAGE, FLAGGERS, WORK ZONE, SAFE ZONE, AND TRAFFIC FLOW AND NEEDED - OUTLETS ON EACH LOT SHALL BE LOCATED WITH A SECTION OF PVC PIPE MARKED <br /> DIMENSIONS. NO DETOURS ALLOWED WiTH APPROVAL FROM THE PUBLIC WORKS DIRECTOR. "STORM" ON THE END OF THE PIPE AND SHALL EXTEND 36-INCHES ABOVE THE GROUND. <br /> D. FOR STREET CLOSURE: CALL 911 OR FOR CELL PHONES, CALL 360.336.3131. - DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO 1.CITY OF ANACORTES; o©b <br /> CONVEY FLOWS THROUGH INDIVIDUAL LOTS. A. STEVEN LANGE: PROJECT MANAGER B. JUSTiN: PUBLIC WORKS INSPECTOR E ' ^ <br /> E. CONSTRUCTION SAFETY:IS THE RESPONSIBLITY OF THE CONTRACTOR. - THE ENGINEER/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF OFFICE: 360.299.1 0.661.3468 OFFICE:360.661.354763 72 SCHEDULE OF DRAWINGS <br /> ALL STUB OUT CONVEYANCE UNES WITH RESPECT TO UTILITIES (E.G., POWER, GAS CELL: 60. 93. 936 CELL: 0.23.1 <br /> 5.ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: TELEPHONE, CABLE, ETC.) FAX: 360.293.1936 FAX: 360.293.1938 <br /> EMAIL STEVELOCfTYOFANACORTFS.ORG EMAIL JIMBOCTttOFANACDRTES.ORG Cl Cover Sheet, Vicinity Plan <br /> A. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO - ALL INDIVIDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT <br /> CL) as <br /> RECYCLED MATERIAL ALLOWED. OWNER. C. ERiC SHJARBACK: ASSISTANT CITY ENGINEER <br /> B. EMBANKMENT AND SUBGRADE MUST BE COMPACTED TO 95% OF MAXIMUM DENSITY. OFFICE: 360.293.1920 <br /> C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND COMPACTING. 0. CATCH BASINS AT THE CURB LINE SHALL BE RECESSED 0.1 FEET. FAX: 360.293.193E & Construction Notes -i-a <br /> N <br /> D. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB. USE A "MODIFIED P. ALL STORM DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED THE PROJECT MANAGER IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTES C�,, Existing Site Plan -1-.) � a) <br /> PROCTOR". WITHIN A TRAVELED, PAVED ROADWAY OR CONCRETE SIDEWALK, SHALL HAVE LOCKING LIDS. REGARDING TECHNICAL AND ENGINEERING MATTERS. a <br /> ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT DETENTION FACILITY SHALL HAVE <br /> 6.TRENCHES IN DEVELOPED RIGHT-OF-WAY: LOCKING LIDS. ALL DRAINAGE STRUCTURES LOCATED WITH A BIKE OR WALKING PATH SHALL FOR PUALIC WORKS INSPECTOR IS THE KCY PERSON OF NDNTACP FTR THE CITY OF ANACORTES C3 Erosion Control & Gradin Plan -+-� C <br /> SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 OF THE HAVE LOCKING LIDS. Cip <br /> FOR QUALITY ASSURANCE, SAFETY, FIELD COORDINATION AND INSPECTIONS. g <br /> CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. ANY OTHER CRY PERSONEL SHOWING IMPLIED AUTHORITY ON-SITE SHOULD BE DIRECTED TO THE <br /> Q. ALL CATCH BASIN GRATES SHALL INCLUDE THE STAMPING "OUTFACE TO STREAM, DUMP NO -1. -) <br /> A. PIPE ZONE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY. POLLUTANTS". SHOULD BE FOLLOWED.TME PROJECT MANAGER IS UNAVAILABLE, THE LINE OF COMMUNICATION C4 Storm Drainage Plan Cn -I-1 <br /> B. TRENCH ZONE SHALL BE COMPACTED TO 95% FO MAXIMUM DENSITY IN 12-INCH LIFTS. <br /> C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED R. CATCH BASINS SHALL CONFORM TO TYPE 1, TYPE 11, OR THE INLET TYPE AS DEFINED IN SAID C5 Sanitary Sewer & Water Plan rn <br /> ,i <br /> MATERIAL ALLOWED. APWA STANDARD SPECIFICATIONS AND STANDARD PLANS WITH FLAT TOP FRAME AND GRATE. Cl.ADDITIONAL CONTACT INFORMATION: E. PSE/Intolight /� 1.�[ (.� <br /> 7.DRAINAGE SYSTEM CONSTRUCTION: S. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT Lisa Kinney, Account Sales Manager C 6 WSD OT Details <br /> A. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE RINGS. A. Comcast Cable Office: (425) 516-5432 MODIFIED WiTH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE T. THE CAST IRON FRAME MAY BE PLACED FLANGE DOWN ON THE ADJUSTMENT BLOCKS IN LIEU OF Casey Jones, New Construction E-mail: Usa.kinneyOpse.com C /ry <br /> BMP Details <br /> STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE PRECAST COLLAR. THE INSTALLATION OF CATCH BASINS SHALL INCLUDE FINAL ADJUSTMENT AS Cell: 425.508,7335 <br /> TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST MAY BE REQUIRED TO FINISH GRADE. INSTALLATION WiTH THE PAVED ROADWAY SHALL BE E-mail: casey4anesOcable.comcast.com F. Puget Sound Energy <br /> THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. PER THE CITY OF ANACORTES TYPE I CATCH BASIN WiTH 18-INCH BARRIER CURB DETAIL Jane Major, Municipal Construction Planner <br /> B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS, MUST BE CONSTRUCTED PER PLANS AND UNLESS SPECIFIED AS A THRU-CURB INLET. A. Comcast Cable Office: 360.766.5571 <br /> SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. TriCe Huynh, Construction Maintenance Cell: 1.2748 <br /> U. CAST IRON FRAME FOR TYPE I CATCH BASIN SHALL ACCOMMODATE A 20-INCH X 24-INCH Cell: _ E-mail: <br /> janane.majorOpse.com ...I....)C. QUARRY ROCK MUST BE SOUND "HARD" DURABLE ROCK. NO RECYCLED MATERIAL GRATE. E-mail: tri-huynhOcable.comcostcom <br /> D. GRASS LINED SWALES SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATION G. Ziply O <br /> ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. V. A LOW PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. THE C. Cascade Natural Gas Troy Bell, Construction <br /> E. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT CITY OF ANACORTES MAINTENANCE CAMERA CREW WILL VIDEO SANITARY SEWER AND Addam Sad, Manager Office: 360.757.4530gi <br /> BRICKS. STORM NOTICE EWER MAINS. <br /> (SE CALL 70.2 3.192) TO SCHEDULE APPOINTMENT. Office: 360.3366..g 66 - Cell: 360.360.526.1526 CONSTRUCTION SEQUENCE Z ct <br /> F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. TIONE-mail: addam.ead4crgc cam i Z H. <br /> 8.RESTORATION OF RIGHT-OF-WAY: W. THE CONTRACTOR SHALL BE REQUIRED TO PLACE METALLIC TAPE OVER ALL NON-METAWC H.De Keller, Field Engineer Ziply <br /> 1. INSTALL TEMPORARY EROSION CONTROL MEASURES. <br /> PIPES. THE METAWC TAPE SHALL BE A MINIMUM OF 2-INCHES IN WIDTH AND PLACED D. Cascade Natural Gas Office: 360.757.4530 • ..1-.)A. CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR BEI1tR CONDITION. CONTINUOUSLY THE LENGTH OF THE STORM DRAIN TRENCH. Jim Hobbs Cell: 425.238.1078 2. COMPLETE OFFSITE STORM WATER IMPROVEMENTS. <br /> B. PLACE COMPACTED TOPSOIL SECTION 9-14.1(1), (2) AND (3)) AND SEED ALL AREASQ„� <br /> DISTURBED BY EXCAVATION. SECTION 9-14.2) <br /> X. ALL TRENCHES FOR STORM DRAINS SHALL BE IN ACCORDANCE WiTH THE SECTION 7 OF THE Office: 360.336.3911 E-mail: dennis.kelleeOziply.cam <br /> CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGES AND MUNICIPAL CONSTRUCTION. Cell: 360.941.4150 ..,4_,C. ALL <br /> DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL E-mail: James.hobbsOcngc.com A. Access•Fiber PROJECT DATUM • � U ..1 <br /> ACCEPTANCE. (SECTION 7-07.3) Y. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE Jim Lemberg, Manager <br /> er • , " <br /> MODIFIED WiTH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE - Office: 360.5888360 NAVD88 AT TOP OF <br /> 9.FINAL INSPECTION AND ACCEPTANCE; ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, Cell: 360.298.6895 �--� <br /> SEE SECTION 1-05.11 AND SECTION 1-08.5 THE TEMPORARY ;THREE (3) FEET ABOVEYTHEUST FINAL GRADE OF THBE GRADED SO E�PERMANENT FACT THE BOTTOM IL SIDES ARE AT LEAST E-mail: jimlOcityofanacortes.org ILITY. MONUMENT IN CASE AT <br /> A. WHEN THE CONTRACTOR CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE Z. OVERFLOW, SPILLWAY, GRAVEL FILTER WINDOWS MUST BE CONSTRUCTED PER PLANS AND DEVELOPER, OWNER REPRESENTATIVE(PROJECT MANAGER),SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. COMPANY NAME: COMPANY NAME: INTERSECTION OF „ „ PW21 - 122-DEV Q� "� <br /> OWNER NAME: <br /> - GIVE THE COMPLETED "FINAL INSPECTION GUIDEUNES FOR CONTRACTORS INSPECTION FORM" AA. QUARRY ROCK MUST BE SOUND "HARD" DURABLE ROCK. NO RECYCLED MATERIAL OFFICE: OWNER AVE AND 21 ST STREET This plan sheet is accepted for construction in accordance with the TO THE PUBUC WORKS INSPECTOR AND REQUEST A SITE INSPECTION. ALL SITE INSPECTIONS CELL CELL <br /> ARE ON WEDNESDAY BETWEEN 9 AM TO 12 PM. BB. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATIONS FAX: r City of Anacortes ordinances is and policies. Actual conformance of the 0 0 <br /> EMAIL FAX: ELEV.=32.27 design with applicable laws the sole stamps of the <br /> B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR AND OTHER CITY ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. EMAIL professional engineer, whose name and stamp appear on this sheet. <br /> OF ANACORTES DEPARTMENTS WILL WALK THE SiTE AND CREATE A PUNCH UST. THE CONTRACTOR CC. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. ENGINEERING FIRM; Acquiring, complying pith, and providing mitigation for all Federal, <br /> WILL COMPLETE THE PUNCH UST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE INSPECTOR MATERIAL TESTING COMPANY: State, County,and Local Laws,permits,and mandates,inducing but <br /> FOR REINSPECTION. THE INSPECTOR WILL VERIFY THAT ITEMS ON THE WALK THROUGH ARE COMPLETED. COMPANY NAME: Hernigstad Engineering PSg SHEET NO. <br /> OWNER NAME: Dale rigstaHerrigstad COMPANY NAME: not limited to the Endangered Species Act, Federal Wetland Permit, <br /> C. THE CiTY WILL NOT MAKE THE FINAL INSPECTION UNTIL THE PHYSICAL WORK REQUIRED BY THE DUST CONTROL NOTES OFFICE: 360-299-6604 OWNER NAME: State Department of Fisheries hydraulics Permit,Federal Flood Plain /y 1 <br /> CONTRACT AND APPROVED PLANS, INCLUDING FINAL CLEAN-UP AND ALL WORK ORDERED BY THE OFFICE: Permits, National Pollutant Discharge Elimination System Permits is IV <br /> CELL: 360-770-2565 responsibility Engineer. <br /> PROJECT MANAGER, HAS BEEN COMPLETED. (SECTION 1-05.11) CELL the issuance <br /> of the Developer,itshallLandowner, and their <br /> 1. Dust control shall be maintained during construction by watering the FAX: FAX: The issuance of ' it not be construed as proof of <br /> D. FINAL APPROVAL OF THE PROJECT WILL NOT BE GRANTED UNTIL "AS-BUILTS" OR "DRAWING construction road when and where truck traffic is concentrated. EMAIL: daleOherrigstad.com <br /> EMAIL: with able laws and pipit requirements. REV.:- <br /> PFRECORD" (BOTH DIGITAL AND HARD COPY) HAVE BEEN RECEIVED AND APPROVED BY THE ���J�e/ JOB NO:2t}20-179 <br /> PROJECT MANAGER. HER �p <br /> E. THE CONTRACTOR MUST FURNISH ALL DOCUMENTATION REQUIRED BY LAW, TO ALLOW THE CiTY NAME OTB CONTROL SUPERVISOR; v of WAsti, � CITY ENGINEER DATE <br /> I DATE: March 2021 <br /> OF ANACORTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT. OFFICE di tlir L" "g The acceptance will expire one year from the date SCALE: Noted <br /> 10.MISCELLANEOUS: CELL <br /> !ai noted above, <br /> " IE DRAWN: D. RRIGSTAD <br /> A. AS-BUILTS/DRAWING OF RECORD: REFER TO "GEN-13 - DRAWING OF RECORD". EMAIL: w <br /> -0 27807 CHEM D. HERRIGSTAD <br /> B. UTILITY LOCATE NUMBER: 1.800.424.5555. REQUIRED BEFORE STARTING ANY GROUND WORK. `Zk ERF �" <br /> CIST � � <br /> F ONALONG 5-17-2021 Rev. A, May 17, 2021 SHEET 1 of 7 <br />