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Home My WebLink AboutDOC-2018-Preliminary Plans with notes -1. WORK HOURS: ASPHALT CONSTRUCTION: SANITARY SEWER THE CITY OF ANACORTES ORDINANCE ALLOWS WORK FROM 7:00 A.M. TO 10:00 SEE SECTION 5-05 AND SECTION 9 OF THE CURRENT WSDOT SEWER MAINS: P.M, SEVEN DAYS A WEEK (COA ORD. #2316). SOMEONE IN CHARGE TO ON SITE SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. A. ALL PVC SEWER PIPE AND FITTINGS SHALL CONFORM TO AND MEET THE ATALL TIMES WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON WEEKENDS, PLEASE INFORM THE PROJECT MANAGER SO THE CITY OF ANACORTES CAN A. ALL ASPHALT TO BE REMOVED MUST BE SAW CUT. A JACKHAMMER CAN BE USED IF A REQUIREMENTS OF THE LATEST ASTM SPECIFICATIONS D3034. ALSO, HAVE AN INSPECTOR ON SITE. CONTRACTOR WILL BE BILLED FOR CITY OF NICE EVEN CUT IS MADE. WHEEL CUTTING IS NOT AN APPROVED METHOD UNLESS _ plpE AND FITTINGS SHALL MEET STANDARD DIMENSION RATIO 35. ANACORTES OVERTIME. APPROVED BY THE CITY OF ANACORTES ENGINEER IN ADVANCE. ANY DEVIATION FROM - ALL SANITARY SEWER PIPES SHALL BEAR THE MARK OF THE NATIONAL THIS SPECIFICATION SHALL BE IN WRITING 48-HOURS BEFORE SAW CUTTING TAKES SANITATION FOUNDATION. 2. CALL 48-HOURS BEFORE THE FOLLOWING: PLACE. - ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER CONDUIT. FOR INSPECTION CONTACT 360.299.1951. -PIPE SHALL HAVE FLEXIBLE JOINTS. A. PRIOR TO WORK START-UP B. ADDITIONAL ASPHALT MAY BE REQUIRED FOR REMOVAL BY THE CITY OF ANACORTES B. PRIOR TO ANY UTILITY CONSTRUCTION IN THE RIGHT OF WAY. ENGINEER OR INSPECTOR. B. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND C. PRIOR TO POURING PLACE CASTCONCRETE STRUCTURES. D. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY SUBGRADE. C. ALL VERTICAL DROP-OFFS WITHIN THE TRAVELED WAY WILL BE BACKFILLED EACH FURNISHED BY THE PIPE SUPPLIER OR BE AN APPROVED EQUIVALENT AND E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS. NIGHT. HAVE BELL AND/OR SPIGOT CONFIGURATION F. PRIOR TO ASPHALT PAVING. IDENTICAL TO THAT OF THE PIPE. MANHOLE COUPLINGS CORRESPONDING D. ABUTTING EDGES AND CURBS MUST BE THOROUGHLY CLEANED. TO THE SIZE OF THE SEWER PIPE SHALL BE USED. 3. MATERIALS AND WORKMANSHIP: A. ALL MATERIALS USED, MUST MEET WSDOT, APWA AND CITY OF ANACORTES E. ALL ASPHALT EDGING WILL BE TACKED PRIOR TO ASPHALTING. C. 6-INCH PVC SANITARY SEWER PIPE SHALL BE USED FOR SIDE SEWERS. SPECIFICATIONS. SIDE SEWERS WILL BE CONSTRUCTED AT A MINIMUM SLOPE OF 2% AT THE B. ALL (ADD: WORK AND)MATERIALS THAT DO NOT MEET THE ABOVE F. ALL ASPHALT PATCHES MUST BE A SMOOTH TRANSITION. NO BUMPS OR HIGH/LOW LOCATIONS SHOWN ON THE PLANS AND HAVE A 6 INCH TEST WYE AT THE SPECIFICATIONS MUST BE REMOVED AS DIRECTED BY THE PROJECT SPOTS (SECTION 5-04.3(13)). SURFACE SMOOTHNESS MAXIMUM VARIATION IN 10-FEET EXTREMITY, PLUGGED AND BLOCKED FOR TESTING AND FUTURE USE. SIDE INSPECTOR. PARALLEL TO THE CENTERLINE IS 1/8" AND TRANSVERSE'/.". C. SUBGRADE COMPACTION TESTS: WILL BE DONE BEFORE ANY C.S.B.0 IS PUT SEWERS WYE SHALL BE FACTORY MADE WITH MATCHED ENDS FOR RUBBER IN PLACE, ALL TRENCHES WILL BE TESTED FOR COMPACTION. THE G. SUB GRADE WILL BE COMPACTED AND TESTED PRIOR TO ASPHALTING. GASKET FITTINGS, NO CUT IN TEES SHALL BE PERMITTED. A SIDE SEWER MATERIAL TESTING LAB NEEDS 24-HOUR NOTICE. USE THE TESTING GRADE THAT IS LESS THAN 2% MAY BE APPROVED ONLY BY THE PROTOCOL PROVIDED BY THE CITY. ITEMS TO BE COMPACTION TESTED H. A MINIMUM OF 3-INCH HMA PATCH TO BE COMPACTED TO 92% MAX RICE DENSITY ENGINEER AND THE CITY OF ANACORTES UPON WRITTEN REQUEST. WILL INCLUDE THE PIPE BEDDING (SECTION 7-08.3(1)C), BACKFILL (SECTION 5-04.3(10)B). (SECTION 7-08.3(3) AND SUB GRADE FOR SURFACING (SECTION 2-06.3(2)) D. THE END OF EACH SANITARY SEWER STUB SHALL BE MARKED WITH A AND ASPHALT I. ALL FINAL JOINTS AND SAW CUTS TO BE SEALED (SECTION 5-05.3(8)B) USING A HOT PRESSURE TREATED 2X4. IT SHALL BE PLACED AT THE FLOW LINE OF THE (SECTION 5-04.3(10)B). POURED JOINT SEALANT (SECTION 9-04.2(1). A PREFERRED SEALANT IS AR4000. STUB AND EXTEND 4 FEET ABOVE FINISHED GRADE. THERE SHALL BE A D. INSPECTION: ALL ASPECTS OF THIS PROJECT WILL BE INSPECTED J. IN AREAS WHERE ASPHALT HAS BEEN REMOVED AND CDF IS IN THE TRENCH CURING, PERMANENT MARK LABELED "SEWER" WITH A DEPTH TO THE FLOW LINE INCLUDING PIPING, BACKFILL, SUB GRADE, CONCRETE AND ASPHALT, AS A STEEL PLATE IS REQUIRED FOR COVER WHILE IT IS CURING. PROVIDE ASPHALT SHOWN ON THE 2X4. WELL AS FORMS CURB, U ,GUTTER AND SIDEWALK. IF A PORTION GETS AROUND STEEL PLATE TO PREVENT THE PLATE FROM RATTLING. THE CONTRACTOR BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL DIG UP THAT WILL BE CALLED OUT AT ANYTIME TO CORRECT ANY RATTLING THAT PROVIDES E. RUBBER GASKET SHALL BE INSTALLED PROPERLY TO AVOID WATER PORTION FOR INSPECTION.24-HOUR NOTICE REQUIRED. KNOW THE COMPLAINTS. INFILTRATION INTO THE MANHOLE. SCHEDULE AND LET THE CITY KNOW. L. ON MAJOR STREETS WHERE TRAFFIC CONGESTION IS A PROBLEM THE PATCH WILL F. WHEN CONNECTING THE PIPE TO MANHOLES, USE A-LOK FLEXIBLE E. TESTING PROTOCOL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE BE PROTECTED WITH A % INCH STEEL PLATE UNTIL SUFFICIENTLY COOLED ANALYSIS SHALL SUBMITTED, REVIEWED AND APPROVED BY THE CITY CONNECTOR, KOR-N-SEAL BY NP, INC., OR APPROVED EQUIVALENT. THE PIPE OF ANACORTES ONN ALL MATERIAL USED IN THE RIGHT-OF-WAY. SEE THE CONCRETE CONSTRUCTION: MANHOLE CONNECTIONS REQUIRE FLEXIBLE CONNECTORS, SEEF-WAV. CITY OF ANACORTES TESTING SCHEDULE. SECTION 8-04 AND 8-14 OF THE CURRENT WSDOT SPECIFICATION FOR ROAD, WSDOT/APWA SPECIFICATIONS SECTION 7-05.3. F. ALL COMPACTION TEST SHALL BE APPROVED BY THE CITY OF ANACORTES BRIDGE AND MUNICIPAL CONSTRUCTION. G. PICK HOLES SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE AND TO ENGINEER AND PROJECT MANAGER PRIOR TO PLACING OF CRUSHED SURFACING, ASPHALT, CURB, GUTTER, SIDEWALK (INCLUDING TRENCH A. CALL FOR A FORMS INSPECTION BEFORE PLACING OF CONCRETE. CALL BE INSPECTED PRIOR TO BACKFILL OF THE MANHOLE BY THE CITY INSPECTOF RESTORATION WHEN TEST MAY BE REQUIRED IN EACH LIFT). 360.299.1951 TO SCHEDULE. SEE ARCHITECTURAL PLANS FOR CONCRETE H. MANHOLE FRAMES AND LIDS SHALL BE SLOPED TO CONFORM TO THE COLOR AND FINISH SPECIFICATIONS. G. CITY OF ANACORTES MAY REQUIRE ADDITIONAL TESTS ON SUB GRADE, STREET GRADES. TRENCHES, CONCRETE, OR ASPHALT. THE COSTS OF TESTING SHALL BE B. NO MONOLITHIC POURS ALLOWED PER THE CITY OF ANACORTES CITY PAID FOR AS INDICATED IN THE CONTRACT DOCUMENTS ENGINEER. IN OTHER WORDS, THE SIDEWALK, CURB 8 GUTTER, DRIVEWAYS I. TOPS OF MANHOLES WITHIN THE PUBLIC RIGHT-OF-WAYSSHALL NOT BE , DRIVEWAY APRONS, WHEELCHAIR RAMPS, ETC. ARE TO BE INDIVIDUAL POURSADJUSTED TO FINAL GRADE UNTIL JUST PRIOR TO PAVING. 4. TRAFFIC CONTROL AND PUBLIC SAFETY: AND SEPARATED BY A FABRIC EXPANSION JOINT. A. FLAGGING: ALL FLAGGERS MUST HAVE FLAGGING CERTIFICATES AND MUST J. ALL MANHOLES AND CLEAN -OUTS IN UNPAVED AREAS SHALL INCLUDE A HAVE ATTENDED A FLAGGING COURSE OR AN OFF DUTY POLICE OFFICER CONCRETE SEAL AROUND THE ADJUSTMENT RINGS PER THE CURRENT EDS IS REQUIRED. THE JOB WILL BE SHUT DOWN IF ANY UNCERTIFIED PEOPLE C. PROTECTING THE CONCRETE IS THE RESPONSIBILITY OF THE STANDARD DETAIL ST-02, "STRUCTURE ADJUSTMENT AND PERIMETER SEAL ARE FLAGGING. A STOP WORK ORDER O D WILL BE GIVEN AND WORK WILL CONTRACTOR. NO GRAFFITI FOOTPRINTS FINISHING I ISHING BLEMISHES OR OTHER - NOT PROCEED UNTIL A CERTIFIED PERSON IS FLAGGING. OBJECTIONABLE MARKS ALLOWED. IF ANY OF THIS TAKES PLACE, THE K. ALL MANHOLES SHALL BE PROTECTED FROM INTRUSION OF ROCKS, B. SIGNAGE: ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC SECTION THAT IS DAMAGED WILL BE REPLACED. DEVICES. BEFORE JOB IS TO BEGIN, PROPER SIGNAGE WILL BE IN PLACE GRAVEL, WATER AND OTHER DEBRIS DURING CONSTRUCTION. WITH FLAGGERS IN PLACE IF NEEDED. EXTRA SIGNAGE MAY BE NEEDED. D. CONCRETE SHALL BE A 5.5 SACK MIX WITH A 28-DAY STRENGTH OF 3000 PSI. BE READY TO RENT SIGNS IF NEEDED. C. TRAFFIC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE ANY DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 48-HOURS L. THE CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING ASSISTANT CITY ENGINEER PRIOR TO CONSTRUCTION START. TRAFFIC BEFORE CONCRETE IS PLACED.DOWN STREAM MANHOLES, SCREENS OR PLUGS TO PREVENT FOREIGN CONTROL PLAN SHALL INCLUDE THE LOCATION OF SIGNAGE, FLAGGERS, MATERIAL FROM ENTERING EXISTING SANITARY SEWER SYSTEM. SCREENS OI WORK ZONE, SAFE ZONE, AND TRAFFIC FLOW AND NEEDED DIMENSIONS. E. THE PAN AND WINGS SHALL BE STAMPED. THE USE OF 1 INCH PLUGS SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF NO DETOURS ALLOWED WITHOUT APPROVAL FROM THE ASSISTANT CITY CONSTRUCTION FENCING ACCEPTABLE. ROLLING IS NOT AN OPTION. CONSTRUCTION AND SHALL BE REMOVED ALONG WITH THE COLLECTED ENGINEER. DEBRIS AT THE TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A D. FOR STREET CLOSURE: CALL 911. F. DURING THE FIRST 14-DAYS OF CURING, THE CONTRACTOR MUST PROTECT DESIGNATED REPRESENTATIVE OF THE CITY OF ANACORTES. CALL E. CONSTRUCTION SAFETY: IS THE RESPONSIBILITY OF THE CONTRACTOR. FROM FREEZING. 360.299.1951 TO SCHEDULE AN INSPECTION. ALLOW 24-HOURS NOTICE. 5. ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: X. ALL MATERIAL PLACED BELOW STRUCTURES OR PAVEMENT AREAS M. THE FLOW CHANNEL INSIDE EACH MANHOLE SHALL BE FORMED OF A. CRUSHED SURFACING SHALL BE COMPACTED TO 95 % OF MAXIMUM DENSITY. SHALL BE CONSIDERED STRUCTURAL FILL. CAST -IN -PLACE PORTLAND CEMENT CONCRETE. CHANNEL SHALL HAVE A NO RECYCLED MATERIAL ALLOWED. B. EMBANKMENT AND SUB GRADE MUST BE COMPACTED TO 95% OF MAXIMUM SEMI-CIRCULARCROSS-SECTION AND SMOOTH, UNIFORM SLOPE FROM INLET DENSITY. Y. STRUCTURAL FILL MATERIAL SHALL BE FREE OF DELETERIOUS TO OUTLET. WHERE THREE OR MORE PIPES ARE CONNECTED TO C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND MATERIAL, HAVE A MAXIMUM PARTICLE SIZE OF 6 INCHES, AND BE ONE MANHOLE, THE FLOW CHANNEL SHALL BE FORMED TO SMOOTHLY COMPACTING. COMPACTABLE TO THE REQUIRED COMPACTION LEVEL. DIRECT FLOW FROM INLETS TO OUTLET. D. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB. USE A "MODIFIED PROCTOR". Z. NATIVE SILTY AND CLAYEY SOILS CANNOT BE REUSED AS N. STEPS CONSISTING OF ONE (1) INCH DIAMETER HOT BENT AND 6. TRENCHES IN DEVELOPED RIGHT-OF-WAY: STRUCTURAL FILL; ALL STRUCTURAL FILL SHALL BE IMPORTED. GALVANIZED DEFORMED BARS SHALL BE INSTALLED AT ONE (1) FOOT SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 SUITABLE ON SITE SOILS FOR USE AS STRUCTURAL FILL MUST BE CENTERS. EACH MANHOLE SHALL HAVE A MINIMUM OF EIGHT (8) INCHES OF OF THE CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND ADJUSTMENT BRICK OR CONCRETE ADJUSTING RINGS BETWEEN THE TOP OF MUNICIPAL CONSTRUCTION. APPROVED BY A GEOTECHNICAL ENGINEER. THE CONE AND THE BASE OF THE MANHOLE FRAME. A. PIPE ZONE SHALL BE COMPACTED TO 90 % OF MAXIMUM DENSITY. B. TRENCH ZONE SHALL BE COMPACTED TO 95 % OF MAXIMUM DENSITY IN AA. IMPORTED STRUCTURAL FILL MATERIAL PLACED BELOW 0. ALL TESTING AND CONNECTIONS TO THE EXISTING MAINS SHALL BE DONE 12-INCH LIFTS. STRUCTURAL ELEMENTS AND PAVEMENT AREAS SHALL CONFORM TO IN THE PRESENCE OF A DESIGNATED REPRESENTATIVE OF THE CITY OF C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. THE MOST RECENT EDITION AT THE TIME OF CONSTRUCTION OF ( ) ANACORTES. CALL 360.299.1955 TO SCHEDULE AN INSPECTION. ALLOW NO RECYCLED MATERIAL ALLOWED. 24-HOURS NOTICE. WSDOT SECTION 9-03 IN STANDARD SPECIFICATIONS FOR ROAD, 7. DRAINAGE SYSTEM G S S EM CONSTRUCTION: BRIDGE AND MUNICIPAL CONSTRUCTION WSDOT STANDARD A. ANY PERMANENT FLOW O CONTROL FACILITY USED AS A TEMPORARY SPECIFICATIONS). P. ALOW-PRESSURE AIR T I F EST AT 5 PS OR t5 MINUTES FOR SEWER MAINS SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION IS REQUIRED. PRE -TESTING IS REQUIRED. RESCHEDULING A FAILED TEST MA) CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE gg. Y RESULT IN SEVERAL DAYS DELAY DUE TO CONFLICTS WITH OTHER PROJECTS. CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, CALL 360.299.1951 TO SCHEDULE AN INSPECTION. ALLOW 24-HOURS NOTICE. A THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND RE -INSPECTION WILL APPLY. SIDES ARE AT LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE CC. THE CONTRACTOR SHOULD SUBMIT SAMPLES OF EACH OF THE PERMANENT FACILITY. REQUIRED EARTHWORK MATERIALS TO A GEOTECHNICAL ENGINEER Q. UPON INSPECTION APPROVAL BY THE CITY OF ANACORTES PUBLIC B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS, MUST BE CONSTRUCTED PER PLANS AND SPECIFICATIONS. NO DEVIATIONS. FOR EVALUATION AND APPROVAL PRIOR TO USE. THE SAMPLES WORKS INSPECTOR AND THE VIDEO INSPECTION REQUEST FORM IS AS -BUILT FOR VERIFICATION REQUIRED. SHOULD BE SUBMITTED AT LEAST 5 DAYS PRIOR TO THEIR USE AND COMPLETED BY THE CONTRACTOR, THE CITY OF ANACORTES MAINTENANCE C. QUARRY ROCK MUST BE SOUND "HARD" DURABLE ROCK. NO RECYCLED SUFFICIENTLY IN ADVANCE OF THE WORK TO ALLOW THE CAMERA CREW WILL PERFORM A VIDEO INSPECTION OF THE SANITARY SEWEF l MATERIAL. CONTRACTOR TO IDENTIFY ALTERNATIVE SOURCES IF MAINS TO DETERMINE CLEANLINESS, ALIGNMENT AND PROPER BEDDING D_GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. THE MATERIAL PROVES UNSATISFACTORY AFTER LINES HAVE BEEN FLUSHED. CALL THE PUBLIC WORKS INSPECTOR AT NO DEVIATION ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE . 360.299.1955 TO SCHEDULE APPOINTMENT. 48-HOUR NOTICE ACCEPTANCE. REQUIRED.(SECTION 7-17.3(2)H). A RE -INSPECTION FEE WILL APPLY PRIOR TO E. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) DD.THE SUBGRADE SHOULD BE PROOF -ROLLED TO CONFIRM THAT RE-INSPECTIONVIDEO OF THE SANITARY SEWER LINE. A PRE -INSPECTION ADJUSTMENT BRICKS. THE SUBGRADE DOES NOT CONTAIN SOFT OR DEFLECTING AREAS. CHECKLIST IS AVAILABLE PRIOR TO A VIDEO REQUEST. F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. AREAS OF EXCESSIVE YIELDING SHOULD BE EXCAVATED AND 8. RESTORATION OF RIGHT-OF-WAY : BACKFILLED WITH PROPERLY COMPACTED STRUCTURAL FILL. THE A. CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR BETTER CONDITION B. PLACE COMPACTED TOPSOIL (SECTION 9-14.1(1), (2) AND (3)) AND SEED ALL AREAS DISTURBED BY EXCAVATION. (SECTION 9-14.2). C. ALL DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL ACCEPTANCE. (SECTION 7-07.3). 11. FINAL INSPECTION AND ACCEPTANCE: SEE SECTION 1-05.11 AND SECTION 1-08.5) A. WHEN CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE CONTRACTOR WILL: " COMPLETE THE "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM". • GIVE THE COMPLETED "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM" TO THE PW INSPECTOR AND REQUEST A SITE INSPECTION. ALL SITE INSPECTIONS ARE ON WEDNESDAYS BETWEEN 9 AM AND 12 PM SUBGRADE SHALL BE PROVED BY A GEOTECHNICAL ENGINEER. EE. A FIBERMESH CONCRETE STRUCTURAL SECTION OF 6.0 INCHES OF CONCRETE WITH THICKENED EDGE OF 12.0 INCHES WITH A MINIMUM FLEXURAL STRENGTH OF 650 PSI OVER 6.0 INCHES OF CAPILLARY BREAK AND 12.0 INCHES OF CRUSHED BALLAST (75% MIN. FRACTURE, WSDOT 9-03.9(1)) PLACED AND COMPACTED. FF. PRIOR TO PLACEMENT AND COMPACTION, STRUCTURAL FILL SHOULD BE MOISTURE CONDITIONED TO WITHIN 3 PERCENT OF ITS OPTIMUM MOISTURE CONTENT. GG. LOOSE LIFTS OF STRUCTURAL FILL SHALL NOT EXCEED 6 INCHES B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR IN THICKNESS. AND OTHER CITY OF ANACORTES DEPARTMENTS WILL WALK THE SITE AND CREATE A PUNCH LIST. THE CONTRACTOR WILL COMPLETE THE PUNCH LIST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE H H. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A DENSE AND INSPECTOR FOR REINSPECTION. THE INSPECTOR WILLVERIFY THAT UNYIELDING CONDITION AND TO A MINIMUM PERCENT COMPACTION OF ITEMS ON WALK THROUGH ARE COMPLETED. 95 PERCENT BASED ON ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED PER ASTM D1557. II. STRUCTURAL FILL FOR SLAB AND UTILITY TRENCHES SHALL BE COMPACTED TO 95 PERCENT. Know what's below, Call before you dig. CAD FILE: 17-091-ecX PLOT DATE: 08/23/2018 I SEAL 10INT NTH ASPHALT EMULSION ROADWAY HMSCL Ir MIN. ACP SHOULDER OR GRAVEL DRIVEWAY ,4 EXIST. ACP ft L SAMXIT GRAVEL BORROW BAMFILL- PIT RIM WITH MAX SIZE OF Y, PER WSDDT 9-0514(1) COMPACTED TO 951, X" Nk SCH. 40 PVC - CONDUIT FOR FIBER OPTIC CARE (IF REWtlVED) 10 GUAGE SOLID CORE - WSULATED COPPER TRACER WIRE GRAVEL 8AO6TLL FOR PP ZONE BEDDING. PIT RIM M MAX. SITE OF 1'. PER W51 9-ax,z(D) MAPIL ML4 RIwY1H - MAX=gA+18" WATER LINE TRENCH NTS 4" PCC 3" CLASS B 3' C; 8" GRAVEL BORR SHEETINDEX Cl: COVER C2: ANACORTES MUNICIPAL CODE NOTES AND COMPLIANCE C3: EXISTING CONDITIONS C4: TESC PLAN C5: TESC NOTES C6: DEMOLITION PLAN C7: PROJECT SITE PLAN CS: LANDSCAPE PLAN C9: PROJECT GRADING PLAN C10: 30TH STREET IMPROVEMENT PLAN & PROFILE STA 0+00 TO STA 4+50 C11: 30TH STREET DRAINAGE IMPROVEMENTS STA 4+50 TO STA 7+50 C12: 30TH STREET ROAD SECTIONS C13: ALLY IMPROVEMENT PLAN & PROFILE C14: ALLEY IMPROVEMENT SECTIONS C15: Q AVENUE IMPROVEMENT PLAN 8. PROFILE C16: Q AVENUE SECTIONS C17: PARKING PLAN C18: DETAILS C19: DETAILS SECTION 301 T35, R02, SKAGIT C UNTY. WA P SCALE 1 "=100' o® o �t'K,2 A;,s�•��A P60611, P60612 ANACORTES, WA. 98221 RANGE 02 TOWNSHIP 35 SECTION 30 �i6....uuumruuu:.num. nn uuummnuu, Fp�pFR._ / . I _ I • �i � y L1111111116i 1::::::::11111■111111111111��1�11��♦ 71i17 1 ■ I1 � I EX 1 ' I: �J�i)r,p1.11 1 111111111r11111111111111111111111111/.� ,IG - `\.....uuunnumuunl�unumeec:: n n - - 1iw J r r • ; �I .IAr / � .11111! 61111 •QII ur:inrunfliim�: ILT11: L'tELi1:`If 11.111:�I..... AWIaa o��I...I. � wi 9- F.u.m an. m.nu•�i.iuWw�Eoa INll��f1iF� .. 4 1: I gg P I. i 1 !7F l!♦ WL '�te�aa fir., •fir "`� �i � �,�...,�.,�.r�`. EEPLACE TESC MEASURES AND MARK SITE AND OFFSITE CLEARING LIMITS. • INSTALL DOWN STREAM OFFSITE DRAINAGE IMPROVEMENTS. A 2 SAWCUT AND REMOVE EX. ACP SURFACE IN EX. "Q" STREET • INSTALL ROAD & ALLEY DRAINAGE NETWORK. • GRADE OFF SITE ROAD IMPROVEMENTS. • INSTALL BASE COURSE. CSTC & ACP FOR ALL ROADS & ALLEY. • FORM AND INSTALL ALL CONCRETE CURB GUTTER & SIDEWALK AS NOTED ON • PLANS. • INSTALL OFF STE ACP AND ASPHALT. A-3 • GRADE SITE, =ESS DRIVES AND DRIVEWAY ENTRANCES. • INSTALL SITE ERAINAGE STRUCTURES. • INSTALL HOTEL FOUNDATIONS AND SITE RETAINING WALLS. • DIG TRENCHE: FOR POWER, DRAINAGE AND WATER TO HOTEL. • INSTALL PIPE 6 CONDUIT AS SHOWN ON PLANS. • STUB OUT WA -ER SEWER GAS ELECTRICAL AND CABLE SERVICES. • BUILD HOTEL. • INSTALL ALL FEATURES AS SHOWN ON CIVIL, STRUCTURAL, & ARCHITECTURAL PLANS. .00 30TH STREET - 4' IMPROVEMENTS 2% NATURAL SOIL VICINITY MAP:NTS PROJECT CONTACTS CIVIL ENGINEER SCHEMMER CONSULTING GROUP PLLC 301 30th Street, SUITE C ANACORTES, WA 98221 360.293.9006 360.708.4386 cell JAMES T. SCHEMMER, P.E. jt.schemmer@scgeng.com LANSCAPE ARCHITECT ECCOS DESIGN LLC. PATRIK DYLAN LANDSCAPE ARCHITECTURE & PLANNING 360-419-7400 800-508-2017 - fax www.eccosdesign.com PARKS & RECREATION JONNLUNSFORD ANACORTES PARKS & RECREATION 360-299-19 53 jonn@cityofanacortes.org GARY ROBINSON gary@cityofanacortes.org NICOLE JOHNSTON nicolej@cityofanacortes.org CITY OF ANACORTES 1. STEVEN LANGE: PROJECT MANAGER office: 360-293-1920 cell: 360-661-3468 fax: 360-293-1938 e-mail: stevel@cityofanacortes.org 2. ROB FRISINGER: BUILDING INSPECTOR office: 360-588-8297 fax: 360-293-1938 e-mail: robf@ cityofanacortes.org 3. ERIC SHJARBACK: ASSISTANT CITY ENGINEER office: 360-293-1920 fax: 360-293-1938 ADDITIONAL CONTACT INFORMATION 1. CITY OF ANACORTES STREET DEPARTMENT MAC JACKSON: FORMAN office: 360-293-1921 2. CITY OF ANACORTES WATER DEPARTMENT TERRY NEMETH: FORMAN office: 360-293-1921 3.0 M O CAST CABLE CASEY JONES: CONSTRUCTION cell: 425-508-7335 fax: 360-527-8302 e-mail: casey_jones@cable.comcast.com 4. CASCADE NATURAL GAS DEWI GHT BELL office: 360-336-2189, ext. 4211 (8-5) after hours: 1 - -800 552-061 5 fax: 360-336-2564 5. PUGET SOUND ENERGY TERESA LOOP cell: 360-941-2066 fax: 360-647-6518 e-mail: teresa.loop@pse.com 1 ANACORTES • �� • 1NORTH PROJECT AREA C,W W z z � � U SEP202018 CHI Y OF ANACORTES U J Ny.. O _ J �. N 00 0 Q a C M U) Q U` o rn N "C o M LLI C:)OV O) (6 C Y Q U J J QU 0 N CD(Dv1 �O 0) M p) �; Q CO N : W o (O O O CO U o � L co CU = Eoa� E M U JOB NO. 17-091 SHEET C1 OF 19 ZONING: • THIS PROPERTY IS LOCATED WITHIN THE COMMERCIAL ZONE SUBDIVISION TYPE: • EXISTING PLATTED PARCELS. • THE PROJECT WILL REQUIRE A BOUNDARY LINE ADJUSTMENT TO AGGREGATE THE TWO PARCELS INTO ONE. CONTACT THE PLANNING DEPARTMENT REGARDING THE BOUNDARY LINE ADJUSTMENT PROCESS AND REQUIREMENTS. BLA IN PROCESS. WILL BE SUBMITTED BY DALE HERRIGSTAD. CRITICAL AREAS: • CONTACT THE PLANNING DEPARTMENT REGARDING POSSIBLE CRITICAL AREAS REQUIREMENTS. NO CRITICAL AREAS HAVE BEEN FOUND ON SITE. PERMITS: • RIGHT-OF-WAY PERMIT IS REQUIRED FOR WORK BEING PERFORMED INSIDE AND OUTSIDE THE TRAVELED WAY. THE PERMIT CAN BE LOCATED ON THE CITY OF ANACORTES WEBSITE, UNDER THE PUBLIC WORKS ENGINEERING DEPARTMENT. SO NOTED. RIGHT-OF-WAY: NO RIGHT-OF-WAY IS BEING PROPOSED TO BE VACATED. PROJECT HAS SUFFICIENT RIGHT -OF WAY TO CONSTRUCT THE REQUIRED IMPROVEMENTS. SO NOTED. SEWER: • FOR ADDITIONAL SEWER INFORMATION AND DESIGN CRITERIA, SEE THE 2011 EDS STANDARDS, CHAPTER 5 -SANITARY SEWER. • PROJECT CAN BE SERVICED VIA AN EXISTING 8-INCH CONCRETE SANITARY SEWER CONVEYANCE MAIN THE PUBLIC ALLEY WAY. • PER 5I-10, ITEM C: SINCE THERE ARE MORE THAN 10-UNITS THE PROJECT WILL NEED TO LMUZE AN 94NCH PRIVATE SIDE SEWER SERVICE AND T MUST BE CONNECTED TO A SANITARY SEWER MANHOLE. IN THIS CASE, THE PROJECT WILL NEED TO INSTALLA SANITARY SEWER MANHOLE TO SERVICE THIS PROPERTY. SO NOTED. SEE SHEET C13. STORM: • STORM WATER REQUIREMENTS FALL UNDER; • AMC CHAPTER 18.30 - ILLICIT DISCHARGE AND CONNECTIONS TO THE STORM WATER DRAINAGE SYSTEM, AND; • AMC CHAPTER 19.76-STORM WATER, WHICH INCORPORATES THE 2012114 DEPARTMENT OF ECOLOGY MANUAL • A STORM WATER DRAINAGE ANALYSIS WILL NEED TO BE SUBMITTED FOR REVIEW AND ACCEPTANCE. SEE DRAINAGE REPORT. • THIS PROJECT IS NOT SERVED BY A SUFFICIENT STORM DRAINAGE SYSTEM. SEE SHEETS C10 THROUGH C16 AND DRAINAGE REPORT. THIS PROJECT WILL NEED TO DESIGN AND CONSTRUCT A NEW CONVEYANCE MAIN WITHIN 30TH STREET FROM R AVENUE TO THE MOST WESTERLY PROPERTY CORNER AND DESIGNED TO ALLOW FOR FUTURE EXTENSIONS BY OTHERS. SEE ABOVE NOTE. STORM DRAINAGE WILL NEED TO BE PROVIDED FOR ALL NEW IMPERVIOUS AREAS, INCLUDING Q AVENUE SOUTH AND THEN TO THE PUBLIC ALLEY WAY. SEE ABOVE NOTE. ALLEY WAY, 6-INCH PRIVATE STORM DRAIN STUB WILL NEED TO BE PROVIDED SO IT CAN BE EXTENDED BY OTHERS IN THE FUTURE. BOTH NORTH AND SOUTH SIDE OF THE PUBLIC ALLEY WAY. SEE SHEET C13 TO C14. • PROJECT WILL BE REQUIRED TO SUBMIT A STORM WATER DRAINAGE ANALYSIS COVERING MINIMUM REQUIREMENTS M1 TO 09. • THE PROPOSED PROJECT WILL NEED TO PERFORM DOWNSTREAM ANALYSIS TO DETERMINE IF THE EXISTING SYSTEM HAS THE CAPACITY FOR THIS PROPOSED SUBDIVISION. • DEVELOPER NEEDS TO ANTICIPATE A 3RD PARTY REVIEW OF THE STORM WATER DRAINAGE ANALYSIS AT THE DEVELOPERS COST. • THE PROJECT 15 REQUIRED TO UTILIZE LOW IMPACT DEVELOPMENT TECHNIQUES. THE VICINITY MAP WAS REVISED TO INCORPORATE PROPOSED B104NFILTRATION SWALES. THIS WILL REQUIRE MOVING THE SIDEWALK FURTHER AWAY FROM THE CURB LINE THAN WHAT IS REQUIRED BY THE ANACORTES MUNICIPAL CODE. • DESIGNED AS SUCH TO PROVIDE WATER QUALITY FOR ALL NEW POLLUTANT GENERATING SURFACES. • THE PROPOSED PROJECT WILL NEED TO PROVIDE AN EROSION CONTROL PLAN. SEE SHEETS C4 AND C5. TRAFFIC: SEE SHEETS C7 THROUGH C16. • THIS PROJECT TRIGGERS A TRAFFIC IMPACT ANALYSIS. AT THE TIME OF THIS MEMO, THE LEVEL OF ANALYSIS HAS NOT BEEN DETERMINED. CONTACT ERIC SHIARBACK (CITY ENGINEER) AT 360.299.1980 FOR ADDITIONAL INFORMATION. • PEDESTRIAN FACILITIES ARE REQUIRED ALONG THE FRONTAGE OF THE PROJECT WITH A CONNECTION TO COMMERCIAL • 8-FOOT SIDEWALKS IN COMMERCIAL ZONES. • 6-FOOT SIDEWALKS IN THE R4 ZONES. • APPLICABLE WSDOT STANDARDS AND DETAILS WILL APPLY. • PROVIDING A TRAFFIC CONTROL PLAN (CURRENT MUTCD MANUAL) PRIOR TO ANY CONSTRUCTION TAKING PLACE FOR ACCEPTANCE BY THE CITY OF ANACORTES CITY ENGINEER. SO NOTED. • STREET LIGHTING IS REQUIRED, PER ANACORTES MUNICIPAL CODE 16.20.060 - STREETS AND ROADS, PER THE CITY ENGINEER. A MINIMUM OF 2 LIGHTS WILL BE REQUIRED AT EACH INTERSECTION. FINAL LOCATIONS TO BE WORKED OUT WITH CITY OF ANACORTES. STREET. SO NOTED. • FOR ADDITIONAL STREET INFORMATION AND DESIGN CRITERIA, SEE THE 2011EDS STANDARDS, CHAPTER 3-STREET. • PER AMC 19-24-10D- ALL IMPROVEMENTS REQUIRED SHALL BE EXTENDED AS NECESSARY TO PROVIDE A SMOOTH TRANSITION WITH EXISTING IMPROVEMENTS BOTH LATERALLY ACROSS THE STREET AND LONGITUDINALLY UP AND DOWN THE STREET FOR DRAINAGE, VEHICULAR AND PEDESTRIAN TRAFFIC. • PER AMC 16.32 THE COMMERCIAL ACCESS RIGHT-OF-WAY WIDTH IS 60-FEET. THIS PROPERTY IS LOCATED IN AN AREA WITH A DEDICATED 80-FOOT RIGHT-OF-WAY. NO RIGHT-OF-WAY WILL NEED TO BE DEDICATED AS PART OF THE PROPOSAL • PER AMC 16.32 COMMERCIAL ACCESS REQUIRES A 40-FOOT ROAD, CURB, GUTTER AND SIDEWALK WITH PARKING ON BOTH SIDES. • 30TH STREET FRONTAGE; THIS PROJECT IS REQUIRED TO PROVIDE % IMPROVEMENT STREET IMPROVEMENTS. • 30TH STREET OFF -SITE; THIS PROJECT IS REQUIRED TO CONSTRUCT TRAFFIC CURB AND GLITTER TO CONTROL STREET FLOW RUNOFF TO THE NEWLY INSTALLED DRAINAGE STRUCTURES. • QAVENUE; THIS PROJECT IS REQUIRED TO PROVIDE FULL WIDTH STREET IMPROVEMENTS FOR STREET DRAINAGE PURPOSES. • SIDEWALKS TO BE LOCATED 6-FEET FROM BEHIND THE BACK OF CURB, UNLESS 8104NFILTRATIONS IS PROPOSED FOR LOW IMPACT DEVELOPMENT. • STREET TREES; CONTACTJONN LUNSFORD @ 360.299.19S3, PARKS DEPARTMENT FOR A UST OF CITY APPROVED STREET TREES. • SEE EDS STANDARDS, CHAPTER 3 -STREETS, SECTION STR-18.2 REGARDING STREET TREES AND ROOT BARRIER REQUIREMENTS. STREET ( WAY) _ WAY) • FOR ADDITIONAL STREET INFORMATION AND DESIGN CRITERIA, SEE THE 2011 EDS STANDARDS, CHAPTER 3 -STREET. • SEE CHAPTER 3 -STREETS, SECTION STIR -IS ROADWAY STRUCTURAL REQUIREMENTS. • ASPHALT PAVING IMPROVEMENTS ARE REQUIRED TO A WIDTH OF 20-FEET, PER AMC 16.32. PROVIDED TO PROPERTY UNE; ENTIRE 16 FT ALLEY IS PAVED TO COMMERCIAL GARBAGE: • CONTACT CITY OF ANACORTES SANITATION DEPARTMENT MATT KOEGEL AT 360.293.1921 FOR FURTHER INFORMATION AS THE DESIGN MOVES FORWARD. SO NOTED. WATER: • FOR ADDITIONAL WATER INFORMATION AND DESIGN CRITERIA, SEETHE 2011 EDS STANDARDS, CHAPTER 6- WATER. • THERE IS NO CITY OF ANACORTES WATER THAT SERVICES THIS PROPERTY. AN 8" Q DI PIPE WILL BE PROVIDED FROM COMMERCIAL TO THE PROPERTY. • THE PROJECT WILL NEED TO DO A WATER SYSTEM DESIGN AND CONSTRUCT A WATER SYSTEM TO SERVICE THIS PROJECT. • PROJECT MAY REQUIRE A DETECTABLE DOUBLE CHECK. WHETHER IT IS EXTERNAL TO THE BUILDING OR INTERNAL, CONTACT TERRY NEMETH AT 360.661.3519 FOR APPLICABLE REQUIREMENTS. A DETECTABLE DOUBLE CHECK VALVE IS PROPOSED EXTERNAL TO THE BUILDING. FIRE COVERAGE: • CONTACT JACK KENNEDY, ASSISTANT FIRE CHIEF AT 360.293.18Z5 REGARDING FIRE COVERAGE REQUIREMENTS FOR THIS PROJECT. • PROPERTY DOES NOT HAVE SUFFICIENT FIRE COVERAGE. AS PART OF THE WATER SYSTEM DESIGN THE PROJECT WILL NEED TO INSTALL FIRE HYDRANTS AS NECESSARY. 50 NOTED. • THIS PROJECT WILL NEED TO OBTAIN THE SERVICES OF A 3RD PARTY COMPANY TO DETERMINE THE ACTUAL AVAILABLE FIRE FLOW IN THE AREA. DEPENDS ON THE PRESSURE ZONE USED. CONTACT TERRY NEMETH AT 360.661.3S19 FOR PRESSURE ZONE INFORMATION. 70 psi 15 AVAILABLE. • SEE ANACORTES MUNICIPAL CODE, SECTION 16.20.080 - UTILITIES FOR REQUIRED FRANCHISED UTILITIES AS WELL AS CITY OF ANACORTES UTILITIES. SO NOTED. • FOR LANDSCAPING AND LANDSCAPE REQUIREMENTS, SEE PLANNING DEPARTMENT. • MAIL BOXES (SEE CHAPTER 3 - STREETS, SECTION STR-19); FOR MAILBOX LOCATIONS, COORDINATE LOCATION, TYPE AND SIZE WITH THE ANACORTES POST MASTER. THE ACCESS AND AREAS AROUND THE MAILBOXES NEED TO MEET ADA REQUIREMENTS. 50 NOTED. • ENCROACHMENTS (SEE CHAPTER 3 -STREETS, SECTION STR-18.3); PRIOR TO ANY PLACEMENT OF ANY BARRICADES, MATERIAL, EARTH, GRAVEL, ROCK, DEBRIS OR ANY OTHER MATERIAL OR THING OVER, UNDER OR UPON THE PUBLIC RIGHT-OF-WAY OR EASEMENT, AN ENCROACHMENT AGREEMENT SHALL BE OBTAINED FROM THE CITY OF ANACORTES. SO NOTED, SEE THE ANACORTES MUNICIPAL CODE, SECTION 12.30 FOR ADDITIONAL INFORMATION REGARDING THE ENCROACHMENT AGREEMENT AND PROCESSES. �0. 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LL SCALE 1 "=20' o®o LEGEND SURVEY CONTROL POINT • SANITARY SEWER MANHOLE ❑D CATCH BASIN OR INLET UTILITY POLE UTILITY POLE WITH GUY ANCHOR TEL IR TELEPHONE RISER BOX MB O MAILBOX --ja- TRAFFIC SIGN y FH v FIRE HYDRANT BURIED FIBER OPTIC (PAINTED) BURIED NATURAL GAS LINE (PAINTED) BURIED TELEPHONE OR COMMUNICATION LINE (PAINTED) EDP EDGE OF ASPHALT �N U <� ca Q f � 3 kp��'� S LU a 0 W Z � UU O Z � Q O LU LU Y U S U VJ V Z Z0 cn p x ` wp U .. O 2 0 U J J y Ir- 04 04 rn -a a cn -c Q O 04 o M Lu u) c:) c) C Y Q J J tl U O O N O L 0cocy)o) :3 00 Q M fV O O M U CD +_ co (6 E c) Q E co N t U U) JOB NO. 17-091 SHEET CAD FILE: 17-091-ecX PLOT DATE: 08/23/2018 C3 OF 19 30TH AND Q AVE HOTEL I ' 1 1 _17 -�1 i--- I ST, s" Cl m I --3&T#STE - - - -- -- 6" Cl W - 4 2768 SAP ,�.:; .� -•` — -- — _ _—�--o-'510 J�RTH . _. _.._ .T.._.._ _..T _ _ ._ T.._.._ �- 2-w �_ I I Y -- t 12 1 1'- -- y I I 811 I I I II I I I I I I I I I I 819MEN I I101000010010 I I 1 1 DITCH //O #1508 INV. 2 6' v G� #1509 SCALE 1 "=20' 0 10 20 or EROSION AND SEDIMENT CONTROL NOTES 1. FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN TWO DAYS. FROM MAY 1 THROUGH SEPTEMBER 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN SEVEN DAYS. 2. SOIL SHALL BE MANAGED IN A MANNER THAT DOES NOT PERMANENTLY COMPACT OR DETERIORATE THE FINAL SOIL AND LANDSCAPE SYSTEM. IF DISTURBANCE AND/OR COMPACTION OCCUR THE IMPACT MUST BE CORRECTED AT THE END OF THE CONSTRUCTION ACTIVITY. THIS SHALL INCLUDE THE RESTORATION OF SOIL DEPTH, SOIL QUALITY, PERMEABILITY, AND PERCENT ORGANIC MATTER. CONSTRUCTION PRACTICES MUST NOT CAUSE DAMAGE TO OR COMPROMISE THE DESIGN OF PERMANENT LANDSCAPE OR INFILTRATION AREAS. 3. LOCATE ANY SOIL PILES AWAY FROM DRAINAGE SYSTEMS. SOIL PILES SHALL BE TARPED OR MULCHED UNTIL THE SOIL IS EITHER USED OR REMOVED. PILES SHALL BE SITUATED SO THAT SEDIMENT DOES NOT RUN INTO THE STREET OR ADJOINING YARDS. 4. REMOVE EXCESS SOIL FROM THE SITE AS SOON AS POSSIBLE AFTER BACKFILLING. THIS WILL ELIMINATE ANY SEDIMENT LOSS FROM SURPLUS FILL. 5. THE CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHERE TRAFFIC WILL BE LEAVING THE CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED SURFACES, 6. PROVIDE FOR PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT THAT MAY HAVE BEEN TRACKED OUT. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND CAREFULLY REMOVED TO A SUITABLE DISPOSAL AREA WHERE IT WILL NOT BE RE -ERODED. 7. SAWCUTTING SLURRY, CUTTINGS, AND PROCESS WATER SHALL NOT DRAIN TO ANY NATURAL OR CONSTRUCTED DRAINGE CONVEYANCE. COLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. CLEANING WASTE MATERIAL AND DEMOLITION DEBRIS SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF WATER. IF THE AREA IS SWEPT WITH A PICK-UP SWEEPER, THE MATERIAL MUST BE HAULED OUT OF THE AREA TO AN APPROPRIATE DISPOSAL SITE. 8. CONCRETE TRUCK CHUTES, PUMPS, AND INTERNALS SHALL BE WASHED OUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO THE ORIGINAL BATCH PLANT FOR RECYCLING. HAND TOOLS SHALL BE WASHED OFF ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. WHEN NO FORMED AREAS ARE AVAILABLE, WASHWATER AND LEFTOVER PRODUCT SHALL BE CONTAINED IN A LINED CONTAINER. CONTAINED CONCRETE SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 9. OPERATIONAL SOURCE CONTROL BMPS' 9.1 ASSIGN ONE OR MORE INDIVIDUALS TO BE RESPONSIBLE FOR STORMWATER POLLUTION CONTROL. HOLD REGULAR MEETINGS TO REVIEW THE OVERALL OPERATION OF THE BMPS. ESTABLISH RESPONSIBILITIES FOR INSPECTIONS, OPERATION AND MAINTENANCE, AND AVAILABILITY FOR EMERGENCY SITUATIONS. TRAIN ALL TEAM MEMBERS IN THE OPERATION, MAINTENANCE AND INSPECTIONS OF BMPS, AND REPORTING PROCEDURES. 9.2 PROMPTLY CONTAIN AND CLEAN UP SOLID AND LIQUID POLLUTANT LEAKS AND SPILLS INCLUDING OILS, SOLVENTS, FUELS, AND DUST FROM MANUFACTURING OPERATIONS ON ANY EXPOSED SOIL, VEGETATION, OR PAVED AREA. 9.3 SWEEP PAVED MATERIAL HANDLING AND STORAGE AREAS REGULARLY AS NEEDED, FOR THE COLLECTION AND DISPOSAL OF DUST AND DEBRIS THAT COULD CONTAMINATE STORMWATER. DO NOT HOSE DOWN POLLUTANTS FROM ANY AREA TO THE GROUND, STORM DRAIN, CONVEYANCE DITCH, OR RECEIVING WATER UNLESS NECESSARY FOR DUST CONTROL PURPOSES TO MEET AIR QUALITY REGULATIONS AND UNLESS THE POLLUTANTS ARE CONVEYED TO A TREATMENT SYSTEM APPROVED BY THE LOCAL JURISDICTION. 9.4 PROMPTLY REPAIR OR REPLACE ALL LEAKING CONNECTIONS, PIPES, HOSES, VALVES, ETC. WHICH CAN CONTAMINATE STORMWATER. 10. SILT FENCES IN COMBINATION WITH STRAW WATTLES, SAND BAGS, GRADED BERMS OR INTERCEPTOR SWALES SHALL BE PLACED ALONG THE BELOW -GRADE PERIMETERS OF THE POROUS PAVEMENT AREAS WHILE THEY ARE UNDER CONSTRUCTION, TO ELIMINATE ANY INFLOW OF SILT, SEDIMENT OR DEBRIS -LADEN RUNOFF INTO THE INFILTRATION BEDS OF THESE FACILITIES. A. A CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR IS REQUIRED. THE ESC SUPERVISOR MUST HAVE ATTENDED AND EROSION AND SEDIMENT CONTROL CLASS WITHIN 3- YEARS FROM TODAY'S DATE. MUST PROVIDE CERTIFICATION CARD. B. THE CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WILL OVERSEE AND BE RESPONSIBLE FOR ALL EROSION CONTROL. THE FACILITIES SHALL BE INSPECTED DAILY AND MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30). MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). WRITTEN RECORDS SHALL BE TURNED INTO THE PROJECT MANAGER OR INSPECTOR ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED PROJECT MEETINGS. C. SHALL BE IN PLACE PER THE APPROVED SET OF PLANS PRIOR TO ANY CONSTRUCTION START. D. THE EROSION CONTROL SHALL BE INSPECTED ONCE A DAY AND MODIFIED TO MEET THE SURROUNDING CONDITIONS AS NEEDED. E. PROVIDE A SIGN DISPLAYING A 24-HOUR CONTACT NUMBER AND NAME OF THE ESC SUPERVISOR. THE LETTER SIZE SHALL BE A MINIMUM OF 2' LETTERS. THIS SHALL BE IN PLACE PRIOR TO CONSTRUCTION START. REMEMBER, THE LOOK OF THE SIGN WILL BE A REFLECTION OF THE CONTRACTOR AND DEVELOPER AND DEVELOPMENT. F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY (SECTION 7- 07.3). ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE ACCEPTANCE OF THE CITY OF ANACORTES PRIOR TO ACCEPTANCE OF THE PROJECT. G. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED DURING THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN. NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS. H. ANY SOILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC COVERING, ETC.) I. TWO (2) WEEKS PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PROJECT MANAGER. THE PROJECT MANAGER CAN REQUIRE SEEDING IN ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES OR DRAINAGE FACILITIES. J. PENALTIES FOR AN EROSION CONTROL VIOLATION ARE SUBJECT TO A $300 TO $1000 FINE UNDER CHAPTER 17.66 - PENALTIES FOR VIOLATION. EACH DAY IS CONSIDERED A DIFFERENT VIOLATION. TESC SYMBOLS PV BMP C101: PRESERVE NATURAL VEGETATION HO BMP C103: HIGH VISIBILITY FENCE CE BMP C105: STABILIZED CONSTRUCTION ENTRANCE BMP C106: WHEEL WASH CS BMP C107: CONSTRUCTION ROAD/PARKING AREA STABILIZATION SO BMP C233: SILT FENCE SE BMP C120: TEMPORARY AND PERMANENT SEEDING CH BMP C151: CONCRETE HANDLING PP BMP C152: SAWCUTTING AND SURFACING POLLUTION PREVENTION BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT © BMP C154: CONCRETE WASHOUT AREA CL BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD SC BMP C162: SCHEDULING IP BMP C102: INLET PROTECTION m `i S� 1 s Fl � wl � W Z CD U) W Z O W U W 2 � � U Z_ U�\ 5 �/ SEEMENER W J Foomm W y 0. U v- O J a) 00 c)) m Q O N W � O 00 LLI F— Lf) CD O U C c Y Q J J a U Q (D N (D C�c/5rnm co N >Q > N a) Cc o o co U o U M (p = Ec)< m L U JOB NO. 17-091 CAD FILE: 17-091-ecX I PLOT DATE: 08/23/2018 SHEET C4 OF 19 2• FENC MATO 1\lib?d 4+?wMI �C: POST -SEE STIR. w upt GEOTEXTILE BACKFiL ED S COMPACTED NATIVE SOIL FLOW BURY GEOTEXrLE N TRENCH k r---7 t t' NOTE DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE. AND SMOOTH SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- RATING FLOWS. COMPACTION MUST BE ADEQUATE TO PREVENT UNDERCUTTING FLOWS. TYPICAL INSTALLATION DETAIL (STEEL POSTS SHOWN) DE). 'ED STEEL TSAR POST _ SELF-LOCKING TIE - NYLON BE (FAN. GRADE). 500 MIN. TENSILE STRENGTH. W STABILIZED ENVIRONMENTALLY SENSITIVE AREA BOUNDARY FASTEN GEOTEXTILE TO POST EVERY Ir (1N) G.C. i 2 6 h SELF-LOCKING TIE -NYLON 6113 (MIN- GRADE), 1200 li TENSILE STRENGTH, W STABILIZED P L �. SEE NOTE TYPICAL SILT FENCE WITHOUT BACKUP SUPPORT ISOMETRIC (STEEL POSTS SHOWNI NOTE 1. Post shall have sufficient strength and durability to support the fence through the life of the project. ELEVATION FENCE ON SLOPE STATE OF �1111� CHr NGTON A UU 6W15HIRCHI REGISTERED LANDSCAPE ARCHITECT MARK W.MAURER CERTIFICATE NO. 000598 a rwaNN.mr®soon. reams ��a®n.ca�...o svrein�asrs swsvaffmwr- ®rsr®wAmr NIGH VISIBILITY PENCE STANDARD PLAN 1-10.10-01 SHEET 1 OF 1 SWEET APPROVED FOR PUBLICATION Pasco Bakodch 111 00-11- a _ SrwlE orafles� MTE sTr w.ry� 9r Dp,rrr dfis.pvkAr, NOTES 1. Install the ends of the silt fence to point slightly upslope to prevent sediment from flowing around the ends of the fence. 2. Perform maintenance in accordance with Standard Specifications 8-01.3(9)A and 8-01.3(15). 3. Splices shall clever be placed in low spots or sump locations. If splices are located in low or sump areas, the fence may need to be reinstalled unless the Project Engineer approves the installation. 4. Install sift fencing parallel to mapped contour lines. �X�SFE NOTE 1 A / ^ 4> LTE)MLE FOR SILT FENCE - SEE ST TIM SEC71ON a-= (1A TABLE a POST WOOD OR STEEL (TVPIcwu FASTEN TO POST FABRIC GEOTEXTILE) (TYPICAL) STATE OF fRA TSALISBURI NO. OOOB80 ISILT FENCE STANDARD PLAN 1-30,15-02 SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH SHEET 1 OF 1 SLEET TOGETHER TO PREVENT SILT LADEN WATER FROM APPROVED FOR PUBUCATION ESCAPNG THROUGH THE FENCE AT THE OVERLAP. Pasco Bakodch 111 3/2W 3 SPLICE DETAIL erAnerriaenA� MTE CVIIOOD POSTS SHOW � III =. RA.vrr dir..Pwlr., G PLACE SAND BAGS AS REQUIRED AROUND CULVERT TO PROVIDE SUPPORT FOR SILT FENCE qG{ F O t9L SILT FENCE - SEE STD. PLAN M10 CULVERT, BOX CULVERT, OR PIPE ARCH END TREATMENT VARIES �FA GAO P� SILT FENCE DESIGN COMPOST BERM - SEE STD. PLAN MID CULVERT, BOX CULVERT, OR PIPE ARCH END TREATMENT VARIES 41" list: Ot�G P� COMPOST BERM DESIGN GEOTE)M E FOR TEMPORARY SILT FENCE SEE STD. SPEC. 9-33.2(1), TABLE 6 FLOW � EDGE OF GEOTEXTILE SECTION O NOTE Perform maintenance in accordance with Standard Specification B-01.3(9)A and 8-01.3(15). STD. SPEC. 8-01.3(9)A) COSTS INTO SAND ;REQUIRED \��\n(T STATE OF \=1l 11� REGISTERED (aSTER[D V U MARK W MARER CERTIFICATE NO. 000598 smwwe-or.usaav®soza reawsa..ca� uaas®eareams .moo m.vnvona erro�.r � -u-e,saanm,wc EROSION CONTROL AT CULVERT ENDS STANDARD PLAN 1-30.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch 111 09-20-07 _ nnTT oasaR.en.®I MTE wmN.� seL. Dysr.Aauver.ri.. rc NOTES O 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. N m 2. The BIGD shall have a built-in high -flow relief System (overflow bypass). 3 3. The retrieval system must allow removal Of the BIGD without spilling the a collected matenal. 0 4. Perform maintenance in accordance with Standard Specification "1.3115). SEDIMENT AND DEBRIS a .; r r" FILTERED WATER d S MAIL TI M OVERFLOW BYPASS vv` I BELOW *LET GRATE DEVICE A A 'Ao e A > t, e e e NOT TO SCALE DRAINAGE GRATE - RECTANGULAR GRATE SHOWN BELOW INLET GRATE DEVICE ISOMETRIC VIEW RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) STATE OF YASHINGTON REGISTERED LANDSCAPE ARCHITECT MARK W.MAURER CERTIFICATE NO. 000590 STORM DRAIN INLET PROTECTION STANDARD PLAN 1 40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLI(J1TION Pasco Bakodch Ill 09-20-07 T_ .rAr tEm190®1 MTE V// rr�� sec aPrr.+d TsyrAr L99�Vy W 0 Q W K U N-- O _ J J a) N 00 CY) Q o O CM LJJ Lr) O Y Q J J U Q N N �rO� V :3 (/� 00 ai O M H Q co O O M U o U CO E o Q a E M Q) L U U) CAD FILE: 17-091-ecX PLOT DATE: 08/23/2018 JOB NO. 17-091 SHEET C5 OF 19 r• m I I �- , -- Wo I I I I �� 1 �; 14 15 �F 117 1 19 , MC�ivuMENT I -NE MARK I k---------- M . 10-4-20 �� 1 REMOVE 5q3 SF EXISTING GRAVEL AND ACP 10 + I+ 10 I+ r TTP; FT B 72 IN v - I T R�MOVE EXISTING 6" WATE LI 1 (1 II u m Q I 3001 II a P 0612 7D 3003 I! 23 4 25 4 0 3005 ;i o t I / I Parcel # zao P60611 Z° / I I/ II I CoI I I II I I � � J / 1 eJ6 17 �r 18 19 20 21 22 i 'I I I� �,\ ' O O Q i I io i! 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OAMR.. � OYP awMr N.,,. awFab '_ dl&ia Ds� + vim a o� ' uiFMw- �'� O ^ww■71 �� O T wOwli~Mildw at Y*EpMwM'. sMnowMleu sEreww UN- �lFmeMle YwmlF AGM rrI.Irt. 11p1 la\MlMlw wall r•MrMmoaraKTaAr,MllomMsi: F;__Y w.irrw*ePaa � y .,')v'M'. . wwlwr Mna.c. !i3 . aaopM T) CEMENT CONCRETE CEMENT PAAALLSL CARS RAMP DRIVEWAY ENTRANCE a oowoMM CEMENT CONCRETE F5 a ®owoaw TYPES 1, 2, 3, A 4 wamrawMyw - DRIVEWAY ENTRANCE STANDARD PLAN F-40.12-03 PaililE�ir°aw % FaEAraw'wu TYPES 1, 2, 3, 8 4 STANDARD PLAN F-S0.1Si1E acF• -i STANDARD PLAN F-80.10-04 -� MrwOYfG Fe-•....-s _ eW.wp,lr �.:ay.`w.�R .....,,: SOME" CYMw IpMeT VIEW • A f tSOMETEDWfW ISOMETRIC VIEW • T\FI i-MY UMIw 1\pM1-MYLi1Q is Ea,�..,:q,Yrva. warrwatar.ya.rar o_�pMw MM�MI�p db+Pae nllf +r�try TYPE ►ARALLB A MY LMP TYPE PARALA FL a PAT lwI TYPE 1-PAY LIMITS TYPE 2-PAY LIMITS tlrrswrallllllwM*walllwr •�a'w'wawtwwy>•wi° ❑ ❑ Z Z y W a 2 ❑ ❑ U � U O J 00 W _I c VJ C Q O OM W O U Y Q J J 0- Q U � N N (fl VJ y_ >Q M a� > N O (n 00 U) _r a) O (0 CO U O L) L C M O (6 Q = E M a) U JOB NO. 17-091 SHEET CAD FILE: 17-091-ecX I PLOT DATE: 08/23/2018 1 1 C 18 OF 19 BILL OF MATERIALS NO. NOMENCLATURE N 1 TEE WIN RMC D BRANCH t 2 E VALVE WIN FLOW CONPWKI6 SEE TIDE 8 1 1. ALL MATERIALS AMID BRAIDS MUST BE APPROVED BY P.U.D. 3 PVC SERER PPE 1 2. BLOCK TEE AND HYDRANT WITH PARED CONCRETE ON ALL WATER MAINS OTHER THAN 4 GLASS SO 11UC11EWK FED OUT DUCTILE RON AND ON ALL TAPPING SLEEVES AS REQUIRED PER DISTRICT BLOCKING 5 FILE HYDRANT VM PUMPER PORT. CLOW IEDALLM OR AS 1 DETAIL N ADDITION. 6• 'MEGALIIGS' (OR APPROVED EQUIVALENT) ARE TO BE APPROVED BY ANSDIC110NAL FIE DEPARTMENT RSIBCT INSTALLED AT VALVE AND HYDRANT MA OUTLETS RESTRAIN ANY JOINTS N THE PPEUIW NTH 'REU.D LOK' GASKETS (OR APPROVED EQUIVALENT) INSTALLED N THE B VALVE BOX GIST ROT/ CIINC FOUNDRY MWYMQCT 1 SELLS OF MON JOINT PPE OR 1MEGALUGS' ON U.J. BENS PAL0. DETAIL) iM0 ENLIST 2= REQUIRED REMO TEE ON B' DUCTUP IRON DR I ARNSR MAINS 7 BLOCK. PRECAST CONCRETE. SEE NOTE B• 1 1 PROIECIME BARRER POSTS MAY BE NECESSARY AT SOME HYDRANT INSTALLATIONS 0 FARING GEDIEXID NOHNDVEN MtAi 148E CONTACT FIRE DEPARTMENr/OISTRICT FOR SPECIFIC REQUIREMENTS. • 1 4 CY DRAIN ROCK, -3 i, NO FLIES 4. HYDRANT LENGTH AND TRENCH DEPTH SHALL BE SD AS TO PROVIDE FOR HYDRANT 10 MID- -LUG F mw 6' 2 SEIINIG AT Y MN. AND 8' MAX ELEVATION ABOVE FINISH GRADE. 11 HHNNNT ADAPTER SIDRZ STYLE S-37 WYW CAP • CABLE. 5'X4TCT 1 5. SET HYDRANT VERTICAL. USE LEVEL COMPACT ALL SAC FLL S. VALVE SHALL BE ANNA STANDARD SATE. 'Cr RING PACKING. NON -RISING STEM. Z' SOR EQNALBH APPROVED BY THE DISTRICT OPERATING NUT. PESLUENT NDGE 7. HYDRANT LOCATIONS ARE DETERMINED BY THE FINE MARSHAL NTH AUTHORITY FOR AREA CONCERNED. 8, CONCRETE BLOCK WILL E BELOW THE DRAIN HOLES AND DRAIN ROCK. TAKE CARE TO SEE SHEET 2 2 FOR WALL REQUIREMENTS FOR HYDRANTS I NOT PLUG DRAIN HOLES OR CONTAMINATE DRAIN ROCK. 9. SET MINIMUM / SO.FT. CONCRETE SUPPORT TIGHT LIP UNDER VALVE AND HYDRANT. 10. HYDRANT BARREL LEAD. TEE, AND VALVE MUST E RAPPED NTH POLYETHYLENE PPE IN FROM 3, NN �� ENCASEMENT TAPE WOW IS A MINIMUM OF °-EEL TICK. IT MUST BE INSTALLED AS VERIEST OBSTRUCTION PER VLSD.O.T. STANDARDS AND N ACCORDANCE NTH AALWLA. C10S 1T. THERE HYDRANTS ARE INSTALLED N THE SIDEWALK. MORE SHALL E A MINIMUM 3/8' EXPANSION JOINT AROUND THE BARREL OF THE HYptANT AM AN EXPANSION JOINT PERPDDIOIIAR AtlD65 THE SIDEWALK. NIERSECING THE HYDRANT BARREL AROUND HYDRANT USING 6' THICK IL PROVIDE AMIIMUM OF X-VHED /A MAP OPEVENT DIRECT Y TAPE ROC( COMPACTEDAREA LAYER OF S/8- MINUS ro7p p� i CONTACT WITH CONCRETE SE NDE 11 �Y tOL-4, Mmc fuse mum I ))) ALL FIE HYDRANTS SHALL COMPLY WITH THE STANDARDS ISSUED BY THE 8'XM'X38' gIF SKAGIT COUINTY FIE MARSHAL HYDRANTS 94ALL E THE DRY BARREL TYPE CCNtlETE BLOCK NTH TWO HOSE OUTLETS WITH AN INSIDE DIAMETER OF 2-1/2 INCHES AND 8w 8 OE LARGE PAMPER ouw NTH AN INSIDE DIAMETER OF 4 INCHES SMALL O C PORTS SHALL HAVE NA710MAL STANDARD THREADS MEASURING 3.0525 INCHES °CAM B to W OUTSIDE DIAMETER AT 7-1 THREADS PER NCH. PUMPER PORTS SHALL E SEE NOTE 2 i IJ NNE >a ME NBE 2 E � 81 NO. 3 PACIFIC COAST THREADS MEASURING 4.828 INCHES OUTSIDE DIAMETER Z z AT 6 THREADS PER NCH. THE OPERATING NUT SHALL E 1-1/4 NCH PENTAGON. SE HO13 2 NN f (NOT USED °UCILE BON) : s'a`, _- ' • • • • ] A STORZ QUICK CORKER CONECIED TO THE PUMPER PORT MAY E '.yyn- I REQUIRED. CONTACT FIRE pSINCT/bEPARTLENT. A. I7 t.f_t.r UNDISAINTSED mum ° Sff FLOE f /4/a aLwirr DIAIEIFR It BE BEIM BY SOWT CONNTY PUSK : TOME X W Lon PUD NO. 1 OF SKAGIT CO ENGINEERING MANAGER ur FILL AROE C LYExr IEIB NN BMW MUM) NTH PR MM GRAVEL OR MATCH EXISTING SUWAE MATERIAL APPROVED ON: May 6 .2014 Ski •f S STANDARD INSTALLATION OF SCAU NIS STANDARD DATE �- REVISED sXW1a FIRE HYDRANT PUD W H-1 a "CENTER STEM TYPE" DRAWN BY: CAS APPROVED BY: GJS PIIBUC I7HLlTY oUSTRICT SHEET 12 CAP OR PLUG TEE PLUG 90' BEND m9xL 1. ALL CONCRETE BLOCKING SHALL E POURED AGAINST DRY. UNDISTURBED SUBIRAM TABLE IS BASED ON 2000 POUNDS PER SQUARE FOOT ALLOWABLE SOL BEARING BEAKER SOIL WILL REQUIRE HCIEASED SEARING AREA SEE SOL SEARING LOAD CHART. 2. KEEP CONCRETE CLEAR OF JOINTS AND ACCFS50NF5. USE FORMING AS NECESSARY. 3. HORIZONTAL ANCHOR BLOCKING CONFIGURATIONS FOR FITTINGS NOT SHOWN SHALL HAVE APPROVAL OF THE P.U.O. 4. THE SQUARE FOOT AREAS REOLVED FOR BEARING ARE CALCULATED BY THE FOLLOWING FORMULAS: FORMULA AT TEE t CAP OR FLUO: T PA T . K -FARING AREA REQUIRED N SQUARE FEET FORMULA AT ALL APE ENDS: T 2PA (SIN 1/2 ANGE) WERE MOLE - THE DEGREE END OF THE FI77ING T . K - BEARING AREA RECLINED N S0. FEET WEN: T - TRUST N PONDS P- TEST PRESSURE N PSI A- CROSS -SECTIONAL AREA OF PPE N S0. INCHES K- ASSUMED 200D DSF SOIL BEARING PRESSURE S FITTINGS SHALL E WRAPPED NTH POLYETHYLENE ENCASEMENT NTH A MN OF B-MR. THICKNESS IT MUST E 86INAM AS PER W.SD.O.T. STANDARDS AND N ACCORDANCE NTH A.W.W.A. COI. Ska "t PUD P fil IC UlIIIIY O/STRKI PAC 13 IETER SOX • COVER. BILL OF MATERIALS 1' some V\ ►� � �N It• IBEN11 �I 45° BEND FARING AREA RFouRFn N S/XIARF FFFT THE SAFE SOIL FARING LOADS SHOWN BELOW ARE FOR HORIZONTAL THRUSTS MIEN THE DEPTH OF COVER OVER THE PPE EXCEEDS 2 FEET. SECTION AT 22-1.2BEND 11-114' BEND ALL FITTINGS SQL SAE BEARING LOAD U3S _FT. 0 'MUCK, PEAT. ETC._ ......................_ . SOFT CLAY. SILT ................ .... _................ 1,000 SAND. SANDY SAND AND GRAVEL ........ ........ _._._._._._._._J,000 SAND AND GRAVEL CnAN/ED W/ CLAY-.-.-..4,ODX HARD SHALE._._._._.___._._._._.-_._._..10.0OD -IN MUCK OR PEAT. ALL 114NUSTS SHALL L BE RESTRMIED BY PILES OR TIE RODS TO SOLD FOUNDATIONS OR BY REMOVAL OF MUCK OR PEAT AND REPLACEMENT WIN BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS. IM BLOCKNc SPECIFICATION MATERIALS SHALL 94CWDE 3/4- INCH RESTRAINING RODS. HEX NUTS AND WASHERS OF HIGH STRENGTH LOW ALLOY STEEL MEETING AWWA C-111-90 COMPOSITION SPECIFICATIONS. ROMAC 'DUCTILE LUG' OR MKT EYE BOLTS AND 'SOO' SERIES PIPE RESTRAINING sYs7Eu. THRusT RESTRAINT TD E CALCULATED AT 7500 PONDS PER BOLT OR AS RECOMMENDED BY ENGINEER. ALL RODS, EYE BOLTS AND PIPE RESTRAINTS ARE TO E CLEAN. TWO SEPARATE BRUSH COATS OF ASPHALT COATING AS APPROVED BY THE ENGINEER TO E APPLIED. A 3-NCH MINIMUM CLEARANCE IS REQUIRED BETWEEN WATER PPE AND CONCRETE. SOIL 5 TO E COMPACTED TO SIM REBAR TO E MINIMUM /6 (3/4-) SIZE AND HAVE A MINIMUM 9--INCH CLEARANCE FROM ANY CONCRETE SURFACE KEY BLOCK HAY A nI]N L THE INSTALLATION OF A KEY BLOCK 1S TO BE CONSIDERED ONLY FOR TEMPORARY BLOCKING FOR 5-10 YEARS F THE PIPELINE IS TO REMAIN A DEADEN) OR AN EXTENSION IS LIKELY TO BE MORE &A THAN 10 YEARS AWAY. THEN A STANDARD BLOCK FOR PUD NO. 1 OF SKAGIT ENGINEERING MANAGER CAP OR PLW WALL. BE INSTALLED. USE OF KEY BLOC( IS TO BE APPROVED BY THE DISTRICT. HORIZONTAL THRUST BLOCKING DETAILS APPROVED ON: MAY 8 2014 SCALE: NTB I 4} A u In A IS w DATE 34505 REVISED 5OW14 DRAWN ly CAS WT-1 APPROVEDBY- GJS 1. CORP TO BE IN FULL OPEN POSITION BEFORE BACKFI L. 2. INSTALL SERVICE LINE PERPENDICULAR TO MAIN UNLESS OTHERWISE SHOWN ON WATER CONSTRUCTION PLAN. 3. SERVICE LINE IS TYPICALLY I'll' TO NORTH OR WEST OF PROPERTY CORNER OR AS OTHERWISE SPECIFIED. 4. WATER SERVICE TUBING INSTALLATION N PLATTED AREAS WILL BE COMPLETED BY THE CONTRACTON/bEVELOPER FROM TIE PIPELINE TO BEYOND THE PROPERTY UNE. IF METER BOX AND COPPERSETIER ARE NOT INSTALLED AT TIME OF SERVICE PIPE INSTALLATION, THEN TUBING IS TO BE STUBBED LAP AND COMPLETED AS PER DETAIL A THE DISTRICT WLL COMPLETE THE ACTUAL METER AND BOX INSTALLATION WHEN NEEDED. 5. F METER IS NOT INSTALLED N C PPQtSETTER. INSTALL PLUGS N METER CONNECTIONS. IF CONNECTION IS NOT MADE TO CUSTOMER'S PLUMBING. INSTALL A WATERTIGHT WRAP OF ELECTRICAL TAPE OVER END OF NIPPLE SET COPPERSEFTER FLUSH. PLUMB AND CENTERED IN BOX 6. FLUSH OUT SERVICE TUBING AND COPPERSETIEN BEFORE INSTALLING METER. DO NOT ALLOW MUD OR FOREIGN MATERIAL TO ENTER ANY TUBING OR FITTINGS. 7. FILL BOX WITH FINE CRT TO TOP OF METER. Q F THE METER BOX IS LOCATED N ASPHALT OR CONCRETE AREA, A TRAFFIC BOX (MID -STATES PLASTICS. INC.. MSBCF132ti4526) WILL BE REWIRED. BQj FOR THROUGH -WAY TRAFFIC APPLICATIONS 9. F THERE IS PETROLEUM-BASIDWCONTAMNATED SOIL PRESENT. THE PIPELINE SHALL BE OF TYPE K COPPER VAIN BRASS AND COPPER FITTINGS. SEE STANDARD P.U.D. COPPER SERVICE DETAIL 10. F SERVICE LINE HAS LESS THAN 2'0' OF COVER. CONTACT DISTRICT ENGINEERING DEPARTMENT FOPt FREEZE PROTECTION REQUIREMENTS, 11. A SHUTOFF VALVE SHALL BE INSTAL ID ON CUSTOMER'S PLUMBING AFTER DISTRICTS METER, °OR EOUIVALLNT APPROVED BY THE DISTRICT PER U.P.C. SUCH VALVE SHALL BE ACCESSIBLE AT ALL 7WMES, DELI, W STREET. 3/4' M X F. U.T. (F NEEDED) ALL BRASS FITTINGS TO BE LEAD FREE DOMESTIC BRASS PER UNITED STATES BILL S.3874. INDUSTRIES U.C. L SERIES 1419-12 �0 WREN FINISHED GRADE MAINLINE CUE CONNECTION DETAIL 1 NIS NOTE: ALL THREE HIRES ARE TO BE 1 TIED TOGEINER IN AN OVERHAND KNOT APPROXIMATELY 6' FROM MIRE NUT. 1.1 I BARE 5/8' OF ORES. CONNECT NTH 5 !: 1s /62325 KING WATERPROOF ORE CONNECTOR..Ap F Nn W V SEE MANNINE�� g ORE CONNECTION/ DETAIL FINISHED GRADE 37 • T 4 e 1 3 s TL�If s1aeED ro N PUD NO. PUD PIUNIC UTLLRY DISTRICT STANDARD INSTALLATION OF SINGLE 5/8" OR 314" METERED SERVICE WITH COPPER TYPE K SERVICE LINE APPROVED ON: V OCTOBER 15 2015 STANDARD Hr F;p Ori wommilm.,. (7 W Ir 0 0 m 0. }, U/ co uj M L r Q) }, 0 2 J J i ++ N N 0 � ��/Y V/ c0 0 VJ J _r_ Q O N cn � O M � LLl Ln CDOU m co Y Q J J U QNNCfl -E-^ CN O l/o V U) {� a) 0) 0) a-% Q co U (fl 0 O M U o U 1_ N M (6 C E � O Q a E co 4) L U JOB NO. 17-091 SHEET CAD FILE: 17-091-ecX I PLOT DATE: 08/23/2018 1 C 1 g OF 19