ENG2021-0228 SIDE SEWER PERMIT ODOR SCRUBBER FOR WWTPCONTACTS
NAME TYPE NAME ADDRESS PHONE
APPLICANT CITY OF EDMONDS WWTP , (425)218-1155
CONTRACTOR AMERESCO, INC. , RENTON WA 98057-2198 (508)661-2200
OWNER EDMONDS CITY OF 250 5TH AVENUE N, EDMONDS WA 98020
Description: ODOR SCRUBBER FOR WWTP ISSUED: 12/17/2021
Address: 600 3RD AVE S EDMONDS WA 98020 EXPIRES: 06/17/2022
Permit Type: SEWER Permit Subtype: TOTAL LINE
REPLACEMENT Parcel Number: 27032600101300
FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00
ENGINEERING INSPECTION FEE $660.00 $660.00
SIDE SEWER PERMIT - NEW COMM $220.00 $220.00
UTILITY ENGINEER REVIEW FEE $260.00 $260.00
The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of
any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments
or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of
granting this permit.
INDEMNITY
THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW
RELEASED BY
DATE
REQUIREMENTS
REQUIREMENT TYPE NOTES
TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City
Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification
verifying completion of the required training in their posession.
RESTORATION Restoration is to be in accordance with City codes. All street-cut trench work shall be patched with
asphalt or City approved material prior to the end of the workday - No Exceptions
WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final
inspection and acceptance of the work.
INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM
24 HR NOTICE REQUIRED
Printed: Friday, December 17, 2021 10:13:06 AM 1 of 2
SEWER PERMIT
City of Edmonds
121 5th Ave N, Edmonds WA 98020
www.cityofedmonds.gov / 425.771.0220
PERMIT NUMBER
ENG2021-0228
ENGINEERING DIVISION
APPROVED AS NOTED
__________________12/17/2021Natalie Griggs
CONDITIONS
CONDITION TYPE NOTES
DAMAGE TO FRONTAGE
IMPROVEMENTS
It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in
City right of Ways or Easements to City Standards caused by or occurring during the permitted
project.
ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard requirements.
HOLD HARMLESS
Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to
indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and
agents from any and all claims for damages of whatever nature, arising directly or indirectly from the
issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any
requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
INSP PRIOR TO BACKFILL Call for all required inspections. All work shall be inspected prior to backfill.
PROJECT CIVIL ASBUILT Electronic civil asbuilt shall be submitted to the City prior to final project acceptance. Asbuilt shall be
submitted to Engineeringpermits@edmondswa.gov.
SEWER 10' SEPARATION
SOUND OR NOISE
Sound/Noise originating from temporary construction sites as a result of construction activity are
exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on
weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all
other times the noise originating from construction sites/activities must comply with the noise limits
of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
UTILITY LOCATES All utilities shall be located prior to any excavation. New locates shall be called for if at time of
excavation, original locates are no longer identifiable.
INSPECTIONS
INSPECTION TYPE DATE
COMPLETE
RESULT NOTES
E-1 CLEARING LIMITS
E-7 RESTOR LIMITS
E-9 COMPOST AMEND
E-9 PROJECT ASBUILTS
X-2 ENGINEERING FINAL**
A-1 TESC AND MOBILIZE
E-2 SEWER PRESSURE
E-2 SIDE SEWER
A-1 ENGINEERING PRECON
E-7 SEWER MANHOLE
Printed: Friday, December 17, 2021 10:13:06 AM 2 of 2
SEWER PERMIT
City of Edmonds
121 5th Ave N, Edmonds WA 98020
www.cityofedmonds.gov / 425.771.0220
PERMIT NUMBER
ENG2021-0228
600 3rd Ave S (City Park)
VICINITY MAPPROJECTLOCATIONLOCATION MAPPROJECTLOCATIONPINE STDAYTON ST3RD AVE S
5TH AVE S
WALNUT STEDMONDS WAYSR 104
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MAIN STELM STDRAWING INDEXSHT NO.DWG NO.SHEET TITLEGENERALCIVILELECTRICALCOVER SHEET, VICINITY AND LOCATION MAPS, ANDDRAWING INDEXPROJECT NOTESGENERAL CONSTRUCTION NOTES123G1G2G345678C1C2C3C4C5CIVIL TESC PLANCIVIL SITE PLANCIVIL DETAILSCITY OF EDMONDS CIVIL DETAILSCITY OF EDMONDS CIVIL DETAILSELECTRICAL LEGEND AND ABBREVIATIONSELECTRICAL SITE PLANELECTRICAL ONE-LINE DIAGRAM AND SCHEDULESE1E2E391011CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTONKnow what'sbelow.before you dig.CallRSITE ADDRESS:2ND AVE S & PINE STREETEDMONDS, WA 98020HORIZONTAL DATUM:HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(11), WASHINGTONSTATE PLANE NORTH ZONE COORDINATE SYSTEM, U.S. SURVEY FEET.THE HORIZONTAL DATUM IS BASED ON PUBLISHED INFORMATION FROMWSDOT, POINT DESIGNATIONS BM NO. 5 AND EDMONDS.POINT DESIGNATION: BM NO. 5NORTHING: 298380.250EASTING: 1257836.080POINT DESIGNATION: EDMONDSNORTHING: 300582.516EASTING: 1260232.817MAYORCITY COUNCILMIKE NELSONKRISTIANA JOHNSONLUKE DISTELHORSTADRIENNE FRALEY-MONILLASDIANE BUCKSHNISVIVIAN OLSONSUSAN PAINELAURA JOHNSONDATE:_______________________________BY: _________________________________CITY ENGINEERING DIVISIONAPPROVED FOR CONSTRUCTIONCITY OF EDMONDSVERTICAL DATUM:VERTICAL DATUM FOR THIS SURVEY IS NAVD 88,BASED ON PUBLISHED INFORMATION FROM WSDOT,POINT DESIGNATION BM NO. 5.POINT DESIGNATION: BM NO. 5ELEVATION=12.667 NAVD 88OFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COM1G1COVER SHEET, VICINITY ANDLOCATION MAPS, ANDDRAWING INDEXRESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTSEWER PERMIT#ENG2021-0228APPROVED BY PLANNINGDec 09 2021ENGINEERING DIVISIONAPPROVED AS NOTED__________________12/14/2021SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COMRIGHT-OF-WAY CONSTRUCTION PERMIT #ENG2021-0373PUD RIGHT-OF-WAYPERMIT #ENG2021-0432INSPECTIONS PERFORMED AS PART OF THIS PERMIT ARE LIMITED TO:1) EROSION AND SEDIMENTATION CONTROL2) ALL WORK WITHIN THE CITY RIGHT-OF-WAY, INCLUDING CONNECTION TO SEWER MANHOLE3) TRAFFIC CONTROL4) SEWER PIPING FROM MANHOLE TO ODOR SCRUBBER SYSTEM/PAD5) FINAL GRADING AND RESTORATION ** ODOR SCRUBBER SYSTEM, EQUIPMENT, PAD, ETC. TO BE INSPECTED BY CITY CONSULTANT ASMANAGED BY WWTP.
CONSTRUCTION SPECIFICATIONSCHAIN LINK FENCE AND GATESA.GENERAL:1.ALL ITEMS SHALL BE GALVANIZED (ZINC-COATED) BY THE HOT DIP PROCESS. WEIGHT OF ZINC COATING SHALL BE DETERMINED INACCORDANCE WITH ASTM A90.2.ALL ITEMS SHALL BE PVC COATED. THE PVC COATING SHALL BE THERMALLY BONDED OVER THE GALVANIZED STEEL WIRE. COATINGSHALL CONFORM TO ASTM F668, CLASS 2B, 9 GAUGE CORE AND 8 GAUGE FINISH.3.PIPE FOR POSTS, RAILS, BRACES, AND GATE FRAMES SHALL BE SCHEDULE 40 AND SHALL CONFORM TO ASTM A120, EXCEPT THEHYDROSTATIC TESTING REQUIREMENT IS WAIVED. PIPE SIZES SPECIFIED ARE NOMINAL PIPE SIZES.4.HARDWARE AND ACCESSORIES SHALL CONFORM TO ASTM A153.5.FENCING SHALL BE 6 FEET HIGH ABOVE GRADE.6.SEE CITY OF EDMONDS CHAIN LINK FENCE DETAIL, TR-584, SHEET C4.B.CHAIN LINK FABRIC: FABRIC SHALL BE 9-GAUGE STEEL WIRE WOVEN IN A 2-INCH-SQUARE MESH. FABRIC SHALL BE 72 INCHES IN HEIGHT ANDSHALL BE FURNISHED IN ONE-PIECE WIDTHS. FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG TOP EDGE.FABRIC SHALL CONFORM TO ASTM A392 AND SHALL BE GALVANIZED AFTER FABRICATION. THE ZINC COATING SHALL BE APPLIED IN ACONTINUOUS PROCESS AND SHALL NOT BE APPLIED TO THE FABRIC IN ROLL FORM. THE WEIGHT OF ZINC COATING SHALL NOT BE LESSTHAN 1.2 OUNCES PER SQUARE FOOT OF ACTUAL SURFACE COVERED.C.LINE POSTS: LINE POSTS SHALL BE 4-INCH DIAMETER PIPE. THE WEIGHT OF THE ZINC COATING SHALL NOT BE LESS THAN 1.8 OUNCES PERSQUARE FOOT OF ACTUAL SURFACE COVERED.D.END, CORNER, AND PULL POSTS: END, CORNER, AND PULL POSTS SHALL BE 4-INCH DIAMETER PIPE. THE WEIGHT OF ZINC COATING SHALLNOT BE LESS THAN 1.8 OUNCES PER SQUARE FOOT OF ACTUAL SURFACE COVERED.E.GATE POSTS: GATE POSTS SHALL BE 4-INCH DIAMETER PIPE. THE WEIGHT OF ZINC COATING SHALL NOT BE LESS THAN 1.8 OUNCES PERSQUARE FOOT OF ACTUAL SURFACE COVERED.F.TOP RAILS: TOP RAILS SHALL BE 1 1/4-INCH DIAMETER PIPE. WEIGHT OF ZINC COATING SHALL NOT BE LESS THAN 1.8 OUNCES PER SQUAREFOOT OF ACTUAL SURFACE COVERED. TOP RAILS SHALL BE IN LENGTHS NOT LESS THAN TWICE THE LINE POST SPACING AND SHALL BEFITTED WITH SLEEVE-TYPE COUPLINGS FOR CONNECTING THE LENGTHS INTO A CONTINUOUS RUN. COUPLINGS SHALL BE A MINIMUM OF6-INCHES LONG, WITH A 0.070 MINIMUM WALL THICKNESS, AND SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE RAIL. THE TOPRAIL SHALL PASS THROUGH THE LINE POSTS, FORMING A CONTINUOUS BRACE FOR EACH STRETCH OF FENCE. THE TOP RAIL SHALL BESECURED TO END, PULL, CORNER, AND GATE POSTS WITH SUITABLE FITTINGS.G.POST BRACES:1.POST BRACES SHALL BE 1 1/4-INCH DIAMETER PIPE. WEIGHT OF ZINC COATING SHALL NOT BE LESS THAN 1.8 OUNCES PER SQUAREFOOT OF ACTUAL SURFACE COVERED. POST BRACES SHALL BE PROVIDED FOR EACH END, PULL, CORNER, AND GATEPOST, AND SHALLEXTEND TO EACH ADJACENT LINE POST AT APPROXIMATELY MID-HEIGHT OF THE FABRIC. A TRUSS CONSISTING OF A STEEL ROD NOTLESS THAN 1/2-INCH NOMINAL DIAMETER WITH A TURNBUCKLE OR OTHER ADJUSTABLE TIGHTENER SHALL EXTEND FROM THE LINEPOST BACK TO THE GATE, CORNER, PULL, OR END POST.2.TRUSS RODS MAY BE ELIMINATED IN ANY LINE OF FENCE WHERE THERE IS A CONTINUOUS CENTER RAIL.H.POST TOPS: WEATHER-TIGHT CLOSURE TOPS SHALL BE PROVIDED FOR EACH POST. POST TOPS SHALL FIT OVER THE OUTSIDE OF POSTSAND SHALL HAVE OPENINGS SUITABLE FOR THE THROUGH PASSAGE OF THE TOP RAIL. POST TOPS SHALL BE STEEL, MALLEABLE IRON, ORDUCTILE IRON.I.TENSION BARS: TENSION BARS SHALL BE STEEL WITH A MINIMUM CROSS SECTION OF 3/16-INCH BY 3/4-INCH AND SHALL BE ONE-PIECELENGTHS EQUAL TO THE FULL HEIGHT OF THE FABRIC. ONE TENSION BAR SHALL BE PROVIDED FOR EACH END AND GATEPOST; TWOTENSION BARS SHALL BE PROVIDED FOR EACH CORNER AND PULL POST.J.TENSION BANDS: BANDS SHALL BE PROVIDED FOR SECURING TENSION BARS AND FABRIC TO END, CORNER, PULL, AND GATEPOSTS. BANDSSHALL BE SPACED NOT MORE THAN 15-INCHES ON CENTERS. BANDS SHALL BE FABRICATED FROM STEEL.K.TIES AND CLIPS: TIES OR CLIPS SHALL BE PROVIDED FOR ATTACHING THE FABRIC TO LINE POSTS, RAILS, AND BRACES. TIES SHALL BESPACED 12-INCHES ON CENTER FOR ATTACHING FABRIC TO LINE POSTS; TIES SHALL BE SPACED 24-INCHES ON CENTER FOR ATTACHINGFABRIC TO RAILS AND BRACES.L.TENSION WIRES: TENSION WIRE SHALL BE STEEL COIL WIRE, GAUGE AS NOTED ON PLANS. WEIGHT OF ZINC COATING SHALL NOT BE LESSTHAN 0.80 OUNCES PER SQUARE FOOT OF UNCOATED WIRE SURFACE. PROVIDE CONTINUOUS TENSION WIRES ALONG THE TOP AND BOTTOMOF EACH RUN OF FENCE FABRIC. SECURE TO END, CORNER, AND GATE POSTS WITH END BANDS AND TO LINE POSTS WITH FENCE TIES.M.GATES:1.SWING GATE PERIMETER FRAMES SHALL BE FABRICATED FROM 1 1/2-INCH DIAMETER PIPE. GATE FRAMES SHALL BE WELDED AT ALLCORNERS OR ASSEMBLED WITH FITTINGS. WELDS SHALL BE PAINTED WITH ZINC-BASED PAINT.2.GATE FABRIC SHALL BE THE SAME AS THAT USED FOR FENCE. FABRIC SHALL BE ATTACHED SECURELY TO THE GATE FRAME ATINTERVALS NOT EXCEEDING 15-INCHES. FABRIC SHALL BE INSTALLED WITH STRETCHER BARS AT ALL FOUR EDGES. GATES SHALLHAVE 1/2-INCH DIAMETER DIAGONAL, GALVANIZED STEEL ADJUSTABLE TRUSS RODS TO PREVENT SAG OR TWIST.3.END MEMBERS OF THE GATE FRAMES SHALL EXTEND TO THE TOP HORIZONTAL MEMBER.4.CHAIN-LINK FENCE FABRIC: COLOR, MESH, AND GAUGE TO MATCH FENCE. INSTALL FABRIC WITH HOOK BOLTS AND TENSION BARS ATALL FOUR SIDES (NO SUBSTITUTION). ATTACH TO GATE FRAME AT NOT MORE THAN 15-INCHES ON CENTER.5.SWING GATES SHALL HAVE LOCKABLE LATCHES THAT MATCHES THE REST OF THE FENCE.6.DOUBLE SWING GATES SHALL HAVE LOCKABLE LATCHES AND A DROP ROD ATTACHED TO ONE OF THE SWING GATES TO SECURE BOTHGATES IN THE CLOSED POSITION.N.GATE HARDWARE:1.GATE HARDWARE SHALL BE STEEL, MALLEABLE IRON, OR DUCTILE IRON. FIELD COAT MOVEABLE PARTS (E.G., HINGES, LATCH, KEEPER,AND DROP BAR) WITH POLYOLEFIN TOUCH UP PAINT, PROVIDED BY MANUFACTURER, TO MATCH ADJACENT FINISHES.2.EACH GATE LEAF SHALL HAVE ONE AND ONE-HALF PAIR OF HINGES. NON-LIFT-OFF TYPE HINGES SHALL PERMIT GATE TO BE OPENED180 DEGREES.3.LATCHES SHALL BE FORKED TYPE OR PLUNGER-BAR TYPE TO PERMIT OPERATION FROM EITHER SIDE OF GATE. LATCHES SHALL HAVEA PADLOCK EYE AS AN INTEGRAL PART.4.GATE STOPS SHALL BE PROVIDED FOR THE DOUBLE GATES. GATE STOPS SHALL BE SET IN CONCRETE AND SHALL ENGAGE THEPLUNGER BAR OR A CENTER DROP BOLT.5.A GATEKEEPER SHALL BE PROVIDED FOR THE DOUBLE GATES AND SHALL CONSIST OF A MECHANICAL DEVICE FOR SECURING THEFREE END OF EACH GATE LEAF WHEN IN THE FULL OPEN POSITION.O.COATING:1.ALL ITEMS SHALL BE PVC COATED. THE VINYL COATING SHALL BE THERMALLY BONDED TO A THERMOSET BONDING LAYER OVERGALVANIZED STEEL WIRE. THIS PROCESS ENSURES A TIGHTLY ADHERENT AND IMPERVIOUS COATING FREE OF VOIDS, AS WELL AS ASMOOTH AND LUSTROUS SURFACE APPEARANCE. VINYL COATING THICKNESS, GALVANIZED COATING WEIGHT, AND WIRE TENSILESTRENGTH CONFORM TO ASTM F668, CLASS 2B.2.ONLY PLASTICIZED POLYVINYL CHLORIDE (PVC) WITH A LOW TEMPERATURE (-20°C ; -4°F) PLASTICIZER AND NO EXTENDERS OREXTRANEOUS MATTER OTHER THAN THE NECESSARY STABILIZERS AND PIGMENTS, IS USED. THE PVC COATING SHALL RESIST ATTACKFROM PROLONGED EXPOSURE TO DILUTE SOLUTIONS MOST COMMON MINERAL ACIDS, SEAWATER, AND DILUTE SOLUTIONS OF MOSTSALTS AND ALKALI.3.THE PVC COATED WIRE SHALL PASS THE TEST FOR ADHESION CONTAINED IN ASTM F668 FOR CLASS 2B CHAIN LINK FABRIC.4.THE COLOR FOR THE COATING SHALL BE BLACK OR AS APPROVED BY THE ENGINEER.P.MISCELLANEOUS FITTINGS AND HARDWARE:1.FITTINGS AND HARDWARE NOT SPECIFICALLY MENTIONED, BUT REQUIRED FOR ASSEMBLY OF THE FENCE AND GATES SHALL BE STEEL,MALLEABLE IRON, OR DUCTILE IRON.Q.CONCRETE:1.CONCRETE FOR FOOTINGS SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI, UNLESS NOTED OTHERWISE.CAST-IN-PLACE CONCRETEA.MIX DESIGN:1.ALL CONCRETE: 4,000 PSI WITH 1 1/2-INCHS MAXIMUM AGGREGATE SIZE, UNLESS NOTED OTHERWISE.B.REINFORCEMENT1.COMPLY WITH THE FOLLOWING AS MINIMUMS:a.BARS - ASTM A615, GRADE 60, UNLESS OTHERWISE SHOWN, USING DEFORMED BARS FOR NUMBER 3 AND LARGER.b.BENDING - ACI 318.2.FABRICATE REINFORCEMENT TO THE REQUIRED SHAPES AND DIMENSIONS, WITHIN FABRICATION TOLERANCES STATED INTHE CRSI.3.DO NOT USE REINFORCEMENT HAVING ANY OF THE FOLLOWING DEFECTS:a.BAR LENGTHS, DEPTHS, OR BENDS EXCEEDING THE SPECIFIED FABRICATING TOLERANCES.b.BENDS OR KINKS NOT INDICATED ON THE DRAWINGS OR REQUIRED FOR THIS WORK.c.BARS WITH CROSS-SECTION REDUCED DUE TO EXCESSIVE RUST OR OTHER CAUSES.C.CONCRETE MINIMUM REQUIREMENTS:1.PORTLAND CEMENT: ASTM C150, TYPE I OR II, LOW-ALKALI.2.AGGREGATE, GENERAL:a.ASTM C33, UNIFORMLY GRADED AND CLEAN.b.DO NOT USE AGGREGATE KNOWN TO CAUSE EXCESSIVE SHRINKAGE.3.AGGREGATE, COARSE: CRUSHED ROCK OR WASHED GRAVEL WITH SIZE BETWEEN 3/4-INCH AND 1 1/2-INCHES.4.AGGREGATE, FINE: NATURAL WASHED SAND OF HARD AND DURABLE PARTICLES VARYING FROM FINE TO PARTICLESPASSING A 3/8-INCH SCREEN, OF WHICH AT LEAST 12 PERCENT SHALL PASS A 50-MESH SCREEN.5.WATER: CLEAN AND POTABLE.6.FLY ASH: FOR THE CEMENTITIOUS PORTION OF THE CONCRETE MIX, UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BEFLY ASH OR GROUND GRANULATED BLAST FURNACE SLAG. A HIGHER PERCENTAGE OF FLY ASH CAN BE USED IF A MIXDESIGN AND PLAN FOR FORM REMOVAL IS APPROVED BY THE OWNER'S REPRESENTATIVE.7.CEMENTITIOUS CONTENT (INCLUDING FLY ASH OR SLAG) NOT LESS THAN 564 POUNDS PER CUBIC YARD OF CONCRETE.8.ENTRAINED AIR 5-1/2 PERCENT PLUS OR MINUS 1 PERCENT.9.MAXIMUM WATER/CEMENT RATIO SHALL BE A MAXIMUM OF 0.40, IN ORDER TO REDUCE SHRINKAGE CRACKING.D.ADMIXTURES:1.WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494, AND BE USED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.2.NO CHLORIDE CONTAINING ADMIXTURES SHALL BE USED.SET HUB & TACKSET MAG NAILSET NAILSIGNDECIDUOUS TREECONIFER TREECATCH BASINMANHOLE SEWERPOWER METERTELEPHONE RISERTELEPHONE PANELFIRE HYDRANTWATER VALVEPOWER GUY ANCHORGUY POLEPOWER POLE WITH LIGHT AND TRANSFORMERPOWER POLE WITH TRANSFORMERBOLLARDEDGE OF VEGETATIONEDGE OF ASPHALTEDGE OF GRAVELOVERHEAD COMMUNICATIONUNDERGROUND TELEPHONETOP OF BANKCHAINLINK FENCETOE OF SLOPEGASSTORM DRAINSANITARY SEWEROVERHEAD POWER LINEUNDERGROUND POWERWATERFOUND MAG NAILDOUBLE YELLOW CENTERLINE STRIPE5' CONTOUR LINE1' CONTOUR LINECURBCONCRETEPOWER POLELEGENDPROPOSEDEXISTING2G2PROJECT NOTESOFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMRIGHT OF WAYROADWAY CENTERLINEINDICATES DRAWING/SHEETWHERE DETAIL IS REFERRED TOINDICATES DRAWING/SHEETWHERE SECTION IS REFERRED TODETAIL AND SECTION DESIGNATIONINDICATES DETAIL NUMBERINDICATES SECTION LETTERINDICATES DETAILNUMBERINDICATES DRAWING/SHEETWHERE DETAIL IS SHOWNINDICATES SECTIONLETTERINDICATES DRAWING/SHEETWHERE SECTION IS SHOWNDETAIL OR SECTION APPEARS ONTHE SAME DRAWING/SHEET14AC22-1M4DETAILNO SCALESUBTITLEAC5SECTIONNO SCALESUBTITLEHIGH VISIBILITY FENCEFILTER FABRIC FENCETEMPORARY SEDIMENT TRAPRESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTENG2021-0228ENGINEERING DIVISIONAPPROVED AS NOTED__________________12/14/2021
3G3GENERAL CONSTRUCTION NOTESOFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMGENERAL CONSTRUCTION NOTES:1.ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARDPLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCALMUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:-CURRENT INTERNATIONAL BUILDING CODE (IBC)-2022 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGETSOUND BASIN (2012/2014)2.STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDSSTANDARD DETAILS, UNLESS NOTED OTHERWISE.3.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS.4.DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCALGOVERNING AUTHORITY.5.CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS-BUILT"DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGSFOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS-BUILTDRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDINGOCCUPANCY/FINAL PROJECT APPROVAL.6.ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.7.THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BYOTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BECONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TOFURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BYTHE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE ANDCONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEWUTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTINGUTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELYOF CONFLICTS THAT ARISE.8.CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THEUNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.9.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTINGWORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.10.PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.11.CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALLTHOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED INSTRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.12.STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECTGEOTECHNICAL REPORT.13.SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BEPLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVYEQUIPMENT, STOCKPILING).14.MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVESOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL ISPRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PERGEOTECHNICAL REPORT.15.SEE CIVIL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHERPROPOSED OR EXISTING SITE FEATURES.16.SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BEINDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHEREINDICATED ON THE PLANS.17.ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATIONOF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.18.ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BECONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.19.ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGESYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.20.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITEIMPROVEMENTS INDICATED ON THESE DRAWINGS.21.A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TOFINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THEBACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TOJEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLYTHEREAFTER.22.AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THEEQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTSAND STANDARDS.23.ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED PER BMP T.5.13 OF THE 2014 SWMMWW ANDSEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON- SITE EROSIONAFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING ANDEROSION CONTROL REQUIREMENTS.24.THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESESTREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.25.THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCKMATERIALS ARE REQUIRED.26.SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONSSHOWN.27.FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUMDISTANCE OF 10 FEET.28.CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING ASNECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHEREXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVINGEMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, ASREQUIRED.29.CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATERSERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS.CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTENAPPROVAL FROM THE FIRE MARSHAL.30.COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICEINTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TOEXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIESGOVERNING SAID UTILITIES.31.ALL UTILITIES SHALL BE PLACED UNDERGROUND.32.EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIREDAT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'SREPRESENTATIVE PRIOR TO BACKFILLING.33.NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED,LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'SREPRESENTATIVE AND CITY.34.FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.35.TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%.COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.36.WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAMAS A CUSHION BETWEEN THE UTILITIES.37.SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THEBUILDING.38.SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.39.SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.40.PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FORAPPROVAL PRIOR TO INSTALLATION.41.INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARDDETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION.42.ALL DISTURBED AREAS ARE TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13.43.A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITYRIGHT-OF-WAY.RESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTENG2021-0228ENGINEERING DIVISIONAPPROVED AS NOTED__________________12/14/2021
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11+00 11+18BP N 296849.60E 1259951.05PI N 296875.57E 1259961.81PI N 296920.28E 1260006.52EP N 296947.43E 1260006.52PLANSCALE IN FEET01020PINE ST2ND AVE S
4C1CIVIL TESC PLANOFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMTESC STANDARD NOTES1.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OFROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES).2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THEAPPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NODISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OFCONSTRUCTION.4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THATSEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIESSHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE.6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.7.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.8.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BECLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.9.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURESMAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.10.INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURINGCONSTRUCTION.11.CONTRACTOR SHALL POSITION TESC MEASURES IN A MANNER THAT DOES NOT CONFLICT WITH TREE PROTECTION. FIELD ADJUSTMENTS TO BOTH TREE PROTECTION AND BMP'S MAYBE NECESSARY TO COMPLETE CONSTRUCTION IN THIS AREA.CONSTRUCTION NOTESAPPROXIMATE CLEARING LIMITS. PLACE HIGH VISIBILITY FENCING, 10' OFFSET FROM TRENCH. SEE WSDOT STD PLAN I-10.10-01, THIS SHEET. USE STRAW WATTLES WHERE APPROPRIAT SEE CITY OF EDMONDS STANDARD DETAIL ER-903, SHEET C4.TREE PROTECTION PER DETAIL 4, SHEET C3.FILTER FABRIC FENCE OFFSET 10' FROM TRENCH CENTER. SEE CITY OF EDMONDS STANDARD DETAIL ER-900, SHEET C4.STABILIZED CONSTRUCTION ENTRANCE PER CITY OF EDMONDS STANDARD DETAIL ER-901, SHEET C4.TEMPORARY SEDIMENT TRAP FOR CATCH BASINS PER CITY OF EDMONDS STANDARD DETAIL ER-902, SHEET C4.1234512222223452EXISTING ACCESS ROADEXISTING GATE TO REMAINRESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTENG2021-0228ENGINEERING DIVISIONAPPROVED AS NOTED__________________12/14/2021EXISTING GRAVEL DRIVEWAY TO BE USED ASAPPROVED BY ENGINEERING INSPECTOR
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11+00 11+18BP N 296849.60E 1259951.05PI N 296875.57E 1259961.81PI N 296920.28E 1260006.52EP N 296947.43E 1260006.52POINT TABLEPOINT #NORTHINGEASTINGELEVATIONDESCRIPTIONPLANSCALE IN FEET010206754332CONSTRUCTION NOTES1.EXISTING UTILITY LOCATIONS ARE APPROXIMATE BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR TO FIELD VERIFYALL STRUCTURE DIMENSIONS AND UTILITIES.2.8" FOUL AIR AND 2" DRAIN SHALL BE C900, GASKETED BELL AND SPIGOT, INSTALLED IN COMMON TRENCH. PROVIDE MINIMUMCOVER OF 3' AND BED WITH GRAVEL BACKFILL FOR PIPE ZONE BEDDING. SEE CITY OF EDMONDS STANDARD DETAILGU-400R, SHEET C5. MINIMUM SLOPE SHALL BE 1%. SEE PROFILE SHEET C3.3.CLEAN OUT, CITY OF EDMONDS STANDARD DETAIL SS-200R. SEE SHEET C5.4.ODOR CONTROL UNIT, BLOWER, CONTROL PANEL, AND ASSOCIATED ACCESSORIES PROVIDED BY THE CITY OF EDMONDS.CONTRACTOR SHALL INSTALL ON EQUIPMENT PAD, PER MANUFACTURERS SPECIFICATIONS, AND MAKE ALL CONNECTIONSFOR A FULL FUNCTIONING SYSTEM. ADDITIONAL ITEMS REQUIRED FOR PROPER INSTALLATION OF THE ODOR CONTROLSYSTEM MAY NOT BE SHOWN ON THE DRAWINGS OR PROVIDED BY THE CITY OF EDMONDS. CONTRACTOR SHALL PROVIDEAND INSTALL ALL ITEMS, INDICATED "BY OTHERS", PER MANUFACTURER CUT SHEETS, SPECIFICATIONS,RECOMMENDATIONS, AND INSTRUCTIONS AS NECESSARY FOR A COMPLETE, FUNCTIONING INSTALLATION.5.10'-6" x 12'-3" CONCRETE EQUIPMENT PAD, SEE DETAIL6.SECURITY FENCE, CITY OF EDMONDS STANDARD DETAIL TR-584. SEE SHEET C4.7.DOUBLE SWING GATE, 8' TOTAL WIDTH.8.INSTALL 1" SCH 80 PVC DRAIN ABOVE SLAB FROM BLOWER AND GREASE ELIMINATOR TO 2" DRAIN. MAKE CONNECTIONPRIOR TO P-TRAP, SEE DETAIL 1, SHEET C3. EXPOSED PVC PIPING AND FITTINGS SHALL BE PROTECTED FROM UV WITH TWOCOATS ACRYLIC OR LATEX (WATER-BASED) PAINT AS RECOMMENDED BY PIPE MANUFACTURER. PAINT SHALL BE OPAQUEAND IN A LIGHT COLOR OF OWNER'S CHOICE.9.CONTRACTOR SHALL FILL P-TRAP WITH POTABLE WATER PRIOR TO SYSTEM START-UP AND TESTING.10.CORE DRILL EXISTING PRECAST CONCRETE SSMH FOR 8" FOUL AIR AND 2" DRAIN PIPE, ONE PENETRATION EACH. VERIFYTHAT PENETRATIONS HAVE 6" OF REMAINING MATERIAL BETWEEN THEM AND WILL NOT COMPROMISE SSMH STEPS.CONNECTION PIPES SHALL HAVE A SAND COLLAR OR ATTACH VIA KOR-N-SEAL KNOCKOUTS. CUT 8" FOUL AIR FLUSH WITHINNER DIAMETER OF SSMH. EXTEND 2" DRAIN 1" TO 4" INSIDE SSMH. INSTALL 2" DOWN-TURNED 90° ELBOW ON DRAIN LINE.11.CONTRACTOR SHALL POTHOLE WATER MAIN AND UNDERGROUND TELEPHONE CROSSINGS AT LEAST 5 WORKING DAYSPRIOR TO COMMENCING 8"FA / 2"D PIPE CONSTRUCTION. IMMEDIATELY INFORM THE ENGINEER OF ANY CONFLICTS.12.PROTECT ALL EXISTING TREES. SEE DETAIL13.APPROXIMATE FILL EXTENTS. CONTRACTOR TO GRADE AREA SURROUNDING EQUIPMENT PAD, LEAVING 112" OF PADEXPOSED. SLOPE GRADE 3H:1V. ENSURE SAME GRADE ELEVATION AT FENCE GATE OPENING. FILL MATERIAL SHALL BEGRAVEL BASE CONFORMING TO SECTION 9-03.10 OF THE WSDOT STANDARD SPECIFICATIONS, PLACED IN CONFORMANCEWITH WSDOT SECTION 2-03.3(14)C, METHOD C.14.15'x10' GRAVEL VEHICLE AREA GRADED AT NO MORE THAN 5% SLOPE. PLACE 4-INCH MINIMUM DEPTH CRUSHED SURFACINGBASE COURSE CONFORMING TO SECTION 9-03.9(3) OF THE WSDOT STANDARD SPECIFICATIONS, COMPACT TO 95% MAXIMUMDRY DENSITY.2C3234567APPROX 104LF TOTAL 8"FA (C900)APPROX 94LF TOTAL 2"D (C900)810810UTILITY POLE (BYOTHERS) SEE SHEET E22" P-TRAP (PVC)1111PINE ST2ND AVE S
1113131%50515253545556575863646567687069596261606614145C2CIVIL SITE PLANOFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COM4C333371727473RESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTENG2021-0228ENGINEERING DIVISIONAPPROVED AS NOTED__________________12/14/2021Applicant shall repair/replace alldamage to utilities or frontageimprovements in City right-of-wayper city standards that is caused oroccurs during the permitted project.OWNER/CONTRACTOR RESPONSIBLE FOR LOCATINGALL ON SITE UTILITIES. RELOCATION/REVISION TO ANYUTILITIES MAY REQUIRE A SEPERATE PERMIT.SEWER INSPECTIONS REQUIREDPRIOR TO BACKFILLALL DISTURBED SOILS SHALL BECOMPOST AMENDED PER CITY OFEDMONDS STANDARD DETAIL SD-642 ORAPPROVED EQUAL.
40'50'60'70'40'50'60'70'10+0011+0011+2061.7761.862.1762.262.1062.161.6461.661.5161.562.0862.162.4362.462.5962.662.1262.161.9562.0
61.24
61.2
60.53
60.5 STA 11+08.82IE=58.45'90° VERT BNDSTA 10+28.40IE=57.22'22.5° BNDSTA 10+91.66IE=58.19'45° BNDSTA 10+05.47IE=56.87'CONNECT TO EX 48" SSMH#4 @ 12"T&B2"
CLR SEE SHEET C1 FOR PAD DIMENSIONS.COORDINATE ANCHOR BOLT LOCATIONWITH EQUIPMENT MANUFACTURER8"
1-1/2"
3"
CLR
#4 @ 12"LIGHTBROOMFINISH1" LEVELINGGROUT FOREQUIPMENT12" DIA ANCHOR BOLT, EMBED 5"2" FLANGE, ANSI 150 (PVC),PLUMB TO VESSEL DRAIN2" CLEANOUT, SCH 80 (PVC)DRAIN TO SSMH @ S=1%,SEE SHEET C12" 90° BEND (PVC), TYP OF 32"x2" TEE (PVC)2" WYE W/ 2"x1" REDUCING COUPLING,CONNECT 1" DRAIN FROM BLOWER &GREASE ELIMINATOR, SCH 80 (PVC)FENCECONCRETE EQUIPMENT PAD12" MINSUPPORT IS REQUIRED WHEN BOTH PIPELINES ARE NEW OR WHEN ONEPIPELINE IS EXISTING.WHEN CLEARANCE BETWEEN PIPES IS 0.5' OR LESS VERTICALLY, FITETHAFOAM 220 PAD TO FILL AREA BETWEEN PIPES (MIN PAD SIZE IS 3'x3'x2.5").1.2.SEE NOTE 2ETHAFOAM 220 PADETHAFOAM 220 PADELEVATIONPLANNOTES:1'-0" MAX TOLIMIT OF GRADINGEXCAVATION ZONE,SEE NOTE 3, TREEPROTECTION NOTES,THIS SHEETREMOVABLE 6' HTCHAINLINK TREEPROTECTION FENCING1' RADIUS / 1" TRUNK DBHTREE PROTECTION NOTES:1.SIX FOOT HIGH CHAINLINK FENCE SHALL BE PLACED AROUND TREE TOBE SAVED AT A RADIUS OF ONE FOOT (1') PER ONE INCH (1") TRUNKDBH (MEASURED 4.5 FEET ABOVE ROOT FLARE). FENCE SHALLCOMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIERBLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS.2.TREE PROTECTION FENCING SHALL BE CONSOLIDATED AROUNDSIGNIFICANT GROUPINGS OF EXISTING TREES TO REMAIN WHEREPOSSIBLE; ENTIRE REQUIRED RADIUS AROUND INDIVIDUAL TREESWITHIN THE GROUPING SHALL BE PROTECTED. ENGINEER TOAPPROVE TREE PROTECTION FENCING LAYOUT PRIOR TO START OFCONSTRUCTION ACTIVITIES.3.TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FORROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION;MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OFROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITHDAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL ASSOON AS POSSIBLE.4.WORK WITHIN PROTECTION FENCE, IF REQUIRED, SHALL BE DONE BYHAND UNDER SUPERVISION OF THE CITY'S ARBORIST. NO STOCKPILEOF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT ORMACHINERY SHALL BE ALLOWED WITHIN THE LIMITS OF THE FENCING.5.PORTIONS OF THE CHAINLINK FENCE MAY BE MOVED 1/3 INTO THETREE PROTECTION AREA IF UNABLE TO PROTECT ENTIRE AREA. THISIS ONLY PERMITTED FOR PORTIONS OF THE TREE PROTECTIONFENCING AREA THAT ARE IN CONFLICT WITH CONSTRUCTIONACTIVITIES BASED UPON ENGINEER'S APPROVAL.6.ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEERPRIOR TO START OF CONSTRUCTION ACTIVITIES.7.ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS,SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OFCONSTRUCTION ACTIVITIES.8.MAINTAIN FENCING IN PLACE UNTIL THE CITY AUTHORIZES REMOVALOR A FINAL APPROVAL IS ISSUED.9.SIGNS SHALL BE ATTACHED TO THE TREE PROTECTION FENCINGSTATING THAT THE TREE IS DESIGNATED FOR PROTECTION AND THEAREA INSIDE OF THE FENCE IS NOT TO BE DISTURBED UNLESS PRIORAPPROVAL HAS BEEN OBTAINED FROM THE ENGINEER.3-DETAILNO SCALEETHOFOAM PADS=1.53%104LF 8"FA (C900)94LF 2"D (C900)VERT:HORIZ:1"=10'1"=10'PROFILEEX 48" SSMH (CONC)EX 24" (N) IE 52.85EX 24" (S) IE 53.60EX 6" (E) IE 54.60EX 6" (W) IE 54.701C2DETAILNO SCALEP-TRAP2C2DETAILNO SCALEEQUIPMENT PADNOTES1.5,000 PSI CONCRETE.2.OVER EXCAVATE 6", PLACE GEOGRID, 6" OF BASEROCK LEVELING COURSE.3.SLOPE CONCRETE EQUIPMENT PAD 1% TO THE WEST. DO NOT SLOPE LEVELING GROUT FOREQUIPMENT BASES.(2) 4"T8"WETHOFOAM PAD, SEE DET3-4C2DETAILNO SCALETREE PROTECTION6C3CIVIL DETAILSOFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMSEE NOTE 1SEE NOTE 2NOTES1.EXPOSED PVC PIPING AND FITTINGS SHALL BE PROTECTED FROM UV WITH TWO COATSACRYLIC OR LATEX (WATER-BASED) PAINT AS RECOMMENDED BY PIPE MANUFACTURER.PAINT SHALL BE OPAQUE AND IN A LIGHT COLOR OF OWNER'S CHOICE.RESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTENG2021-0228ENGINEERING DIVISIONAPPROVED AS NOTED__________________12/14/2021
7C4CITY OF EDMONDS CIVIL DETAILSOFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMRESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTENG2021-0228ENGINEERING DIVISIONAPPROVED AS NOTED__________________12/14/2021
8C5CITY OF EDMONDS CIVIL DETAILSOFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMDETAIL REVISION NOTES1.REVISED STANDARD DETAIL CALL-OUT.2.EDITED TRENCH WIDTH TO SHOW SEPARATION REQUIREMENTSBETWEEN 2" & 8" PIPE.3.EDITED NOTE 1 TO CLARIFY TRENCH WIDTH REQUIREMENTS.4.REVISED RESTORATION MATERIAL NOTE AND PATTERN TOREFLECT CSTC, TOPSOIL, AND HYDROSEED.5.REMOVED NOTES 4 THROUGH 7.6.REMOVED 'PRIVATE PROPERTY' TEXT AND DIRECTIONALARROW.7.REVISED TEXT TO CALL OUT APPROPRIATE PIPE SIZING.8.REVISED TEXT TO REFLECT PIPE ROUTING.123456778RESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTENG2021-0228ENGINEERING DIVISIONAPPROVED AS NOTED__________________12/14/2021
PLAN SYMBOLSONE-LINE SYMBOLSSCHEMATIC SYMBOLSABBREVIATIONSGENERAL NOTESXXX##-###X-###EQUIPMENT ID TAGCONDUIT ID TAG P = POWER C = CONTROL S = SIGNAL X = SPAREGxxKWGENERATOR xxKW = SIZExxMOTOR xx = HORSEPOWERAAMPERESACALTERNATING CURRENTA/DANALOG TO DIGITALADJADJUSTABLEAFAMPERE FRAMEAFDADJUSTABLE FREQUENCY DRIVEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAICAMPERES INTERRUPTING CAPACITYAMPAMPERESANNANNUNCIATORASAMMETER SWITCHATAMMETER TRIPATSAUTOMATIC TRANSFER SWITCHAUTOAUTOMATICAWGAMERICAN WIRE GAUGEBCGBARE COPPER GROUNDCCONDUITCABCABINETCAPCAPACITORCBCIRCUIT BREAKERCCCONTROL CABLE, CLOSING COILCHHCOMMUNICATION HANDHOLECKTCIRCUITCMHCOMMUNICATION MANHOLECOCONDUIT ONLYCOMMCOMMUNICATIONCONDCONDUCTORCPTCONTROL POWER TRANSFORMERCPCONTROL PANELCRCONTROL RELAYCSCONTROL STATIONCTCURRENT TRANSFORMERDBDIRECT BURIALDCDIRECT CURRENTDIAGDIAGRAMDISCDISCONNECTDISTRDISTRIBUTIONDIVDIVISIONDPDISTRIBUTION PANELDPDTDOUBLE POLE, DOUBLE THROWDPSTDOUBLE POLE, SINGLE THROW(E)EXISTINGEEELECTRICAL ENCLOSUREEHHELECTRICAL HANDHOLEELEMELEMENTARYEMERGEMERGENCYENCLENCLOSUREEFFLEFFLUENTEGCEQUIPMENT GROUND CONDUCTOREQPTEQUIPMENTETMELAPSED TIME METERFDRFEEDERFEFLOW ELEMENTFITFLOW INDICATION TRANSMITTERFLEXFLEXIBLEFLUORFLUORESCENTFOFIBER OPTICFREQFREQUENCYFSHFLOAT SWITCH HIGHFSOFLOAT SWITCH OVERFLOWFUFUSEFUT,(F)FUTUREFVNRFULL VOLTAGE, NON-REVERSINGFVRFULL VOLTAGE, REVERSINGFWDFORWARDGENGENERATORGFCIGROUND FAULT CIRCUIT INTERRUPTERGNDGROUNDGRSGALVANIZED RIGID STEELHHYDROGEN PYROXIDEHHHANDHOLEHOAHAND-OFF-AUTOMATICHORHAND-OFF-REMOTEHPSHIGH PRESSURE SODIUMHTHEAT TAPEHTRHEATERHVHIGH VOLTAGEHZHERTZ (CYCLES PER SECOND)IND LTINDICATING LIGHTINCANDINCANDESCENTINSTRINSTRUMENT, INSTRUMENTATIONI/OINPUT/OUTPUTISBINTRINSICALLY SAFE BARRIERISRINTRINSICALLY SAFE RELAYJBJUNCTION BOXKAKILOAMPERESKCMILTHOUSANDS OF CIRCULAR MILSKVKILOVOLTSKVAKILOVOLT AMPERESKVARKILOVOLT AMPERES REACTIVEKWHKILOWATT HOURSLCPLOCAL CONTROL PANELxxAFxxATxxAFxxATPOWER CIRCUIT BREAKER, 3 POLE, ABOVE 1500V. xxAF = FRAME SIZE xxAT = TRIP RATINGCIRCUIT BREAKER, 3 POLE UNLESS OTHERWISE NOTED. xxAF = FRAME SIZE xxAT = TRIP RATINGWITHDRAWOUTNODRAWOUTWITHDRAWOUTNODRAWOUTxxKVAXXV-yyVPOWER OR DISTRIBUTION TRANSFORMER, 3 PHASE UNLESS OTHERWISE NOTED. xxKVA = SIZE xxV = PRIMARY VOLTAGE yyV = SECONDARY VOLTAGETRANSFER SWITCH, ATS OR MTS AS INDICATED. 3 POLE UNLESS OTHERWISE NOTED. xxAF = RATING*MOTOR STARTER WITH THERMAL OVERLOAD. 3 PHASE UNLESS OTHERWISE NOTED. * = NEMA SIZELCSLOCAL CONTROL STATIONLTGLIGHTINGLTSLIGHTSLPLIGHTING PANEL(M)MODIFIEDmAMILLIAMPERESMCCMOTOR CONTROL CENTERMCPMOTOR CIRCUIT PROTECTION OR MAIN CONTROL PANELMCMTHOUSAND CIRCULAR MILS (KCMIL)MONMONITORMOVMOTOR OPERATED VALVEMSMOTOR STARTERMTDMOUNTEDMTGMOUNTINGMTSMANUAL TRANSFER SWITCH(N)NEWNCNORMALLY CLOSEDNEGNEGATIVENEMANATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATIONNEUTNEUTRALNONORMALLY OPEN, NUMBEROLOVERLOADOTOVER TEMPERATUREOITOPERATOR INTERFACE TERMINALPPOLE, PUMPPBPULLBOXPBSWPUSHBUTTON SWITCHPECPHOTOELECTRIC CELLPFPOWER FACTORPGRSPVC COATED GALVANIZED RIGID STEELpHMEASURE OF ACIDITY OR ALKALINITYPHPHASEPLCPROGRAMMABLE LOGIC CONTROLLERPNLPANELPNLBDPANELBOARDPOSPOSITION, POSITIVEPOTPOTENTIOMETERPPSPACKAGED POWER SUPPLYPRIPRIMARYPWRPOWER(R)RELOCATEDRCPTRECEPTACLERCTREPEAT CYCLE TIMERRTRESET TIMERSCCRSHORT CIRCUIT CURRENT RATINGSCHD80SCHEDULE 80 PVCSCRSILICON CONTROLLED RECTIFIERSDSMOKE DETECTORSIGSIGNALSNSOLID NEUTRALSPDSURGE PROTECTIVE DEVICESPDTSINGLE POLE, DOUBLE THROWSSTSTAINLESS STEELSVSOLENOID VALVESWSWITCHSWBDSWITCHBOARDSWGRSWITCHGEARSYNCSYNCHRONIZINGTBTERMINAL BOXTCTIMED CLOSINGTELTELEPHONETERMTERMINALTOTIMED OPENINGTSPTWISTED SHIELDED PAIRTSTTWISTED SHIELDED TRIADUGNDUNDERGROUNDUVULTRAVIOLETVAVOLT-AMPERESVARVOLT-AMPERES REACTIVEVFDVARIABLE FREQUENCY DRIVEVHVAR-HOURVSVOLTMETER SWITCHWWIRE, WATTSWHWATTHOUR METERWHDMWATTHOUR DEMAND METERWPWEATHERPROOFWRWEATHER RESISTANTWTWATER TIGHTXFMRTRANSFORMERTHE INSTALLATION OF ALL EQUIPMENTSHOWN ON THESE DRAWINGS OR DESCRIBEDIN THE SPECIFICATIONS SHALL CONFORM TOTHE REQUIREMENTS SET FORTH IN THELATEST EDITIONS OF ALL APPLICABLE CODESAND UTILITY COMPANY STANDARDS. CONTACTTHE UTILITY COMPANY REPRESENTATIVESAND VERIFY THEIR REQUIREMENTS.THIS IS A GENERALIZED LEGEND SHEET. THISCONTRACT MAY NOT USE ALL INFORMATIONSHOWN.NOTIFY THE ENGINEER IMMEDIATELY IFCONFLICTS IN EQUIPMENT LOCATIONS AREDISCOVERED, OR IF PROBLEMS ARISE DUE TOFIELD CONDITIONS, LACK OF INFORMATION,OR ANY OTHER REASON.INFORMATION SHOWN MAY NOT BE ALLINCLUSIVE. SEE ALSO ANSI C37.3, Y1.1, Y32.2,AND Y32.9.REFER TO THE MECHANICAL DRAWINGS FOREXACT LOCATIONS OF MECHANICALEQUIPMENT AND FOR CERTAIN CONNECTIONSTO BE MADE TO ELECTRICAL CIRCUITS.EQUIPMENT SHOWN IN HALF TONE OR GREYTONE ARE EXISTING OR BY OTHERS.VERIFY ALL COLOR REQUIREMENTS BEFOREORDERING MATERIALS.CONDUIT SIZE AND FILL SHALL BE ASINDICATED. WHERE NO SIZE IS SHOWN, THECONDUIT SHALL BE SIZED IN ACCORDANCEWITH THE EDITION OF THE NATIONALELECTRIC CODE ADOPTED BY THE AUTHORITYHAVING CODE ENFORCEMENT JURISDICTION.WHERE NO FILL IS INDICATED, PROVIDE (3) #12WIRES. PROVIDE 3/16" INCH NYLON PULL ROPEIN EACH EMPTY CONDUIT.1.2.3.4.5.6.7.8.VFD ###VARIABLE FREQUENCY DRIVE. 3 PHASE UNLESS OTHERWISE NOTED. ### = DEVICE ID NUMBERSS ###ELECTRONIC SOFT STARTER WITH BYPASS. 3 PHASE UNLESS OTHERWISE NOTED. ### = DEVICE ID NUMBERLINE OR LOAD REACTORKIRK KEY INTERLOCKSTSHUNT TRIPFUSECURRENT TRANSFORMERVOLTAGE TRANSFORMERSURGE ARRESTORXSENSOR X INDICATES DEVICE TYPE: A = AMMETER AS = CURRENT SWITCH V = VOLTMETER VS = VOLT SWITCH WH = WATTHOUR METER PM = POWER QUALITY METERPOWER RECEPTACLECAPACITORVACUUM BREAK SWITCHTERMINATOR OR POTHEADXELEMENTARY DIAGRAM REFERENCE X= DIAGRAM NUMBERGROUND CONNECTIONDISCONNECT SWITCH, 3 POLE. TAG = DEVICE TAG ID xxAF = SWITCH RATING IN AMPERESTAGxxAFCIRCUIT BREAKER, 3 POLE. TAG = DEVICE TAG ID xxA = TRIP RATING IN AMPERESMOLMOTOR STARTER WITH THERMAL OVERLOAD, 3 POLE.MMOTOR, 3 PHASE. VOLTAGE AND HORSEPOWER AS INDICATED.MMOTOR, SINGLE PHASE. VOLTAGE AND HORSEPOWER AS INDICATED.BUS STAB ON MCC OR SWITCHGEAR, OR CORD AND PLUG CONNECTION.TAGxxxVAxxV-yyVCONTROL POWER TRANSFORMER. TAG = DEVICE TAG ID xxxVA = SIZE xxV = PRIMARY VOLTAGE yyV = SECONDARY VOLTAGECIRCUIT BREAKER, SINGLE POLE. TAG = DEVICE TAG ID xxA = TRIP RATING, IN AMPERESFUSE TAG = DEVICE TAG ID xxA = TRIP RATING, IN AMPERESPUMP 1OAHSELECTOR SWITCH ASSEMBLY, 3-POSITION TYPICAL CONFIGURATIONS: H O A - HAND/OFF/AUTO L O R - LOCAL/OFF/REMOTEXOOOXOOOXPUSHBUTTON, NORMALLY OPEN AND NORMALLY CLOSEDXXINDICATING LIGHT, X INDICATES COLOR: A = AMBER B = BLUE C = CLEAR G = GREEN R = RED W = WHITE Y = YELLOWINDICATING LIGHT, PUSH-TO-TESTXXX###CONTROL DEVICE COIL XXX INDICATES TYPE ALT = ALTERNATING RELAY CR = CONTROL RELAY LR = LATCHING RELAY TR/TDR = TIMING RELAY/ TIME-DELAY RELAY M = MOTOR STARTER CONTACTOR ### = DEVICE ID NUMBERCONDUIT SYMBOLSRECEPTACLE AND SWITCH SYMBOLSX-###CONDUIT ID TAG P = POWER C = CONTROL S = SIGNAL X = SPARECALLOUT INDICATING CONDUIT SIZE, NUMBER OF WIRES, AND WIRE SIZE.3/4"C-(3)#12CALLOUT INDICATING CONDUIT NUMBER AND WIRE PER SCHEDULE.X-###EXPOSED CONDUITCONCEALED CONDUITTAGTAGCONTACTS, NORMALLY OPEN AND NORMALLY CLOSED. TAG = DEVICE TAG IDxxAFxxATxxAFxxATTIMING RELAY CONTACTSSTANDARD RELAY CONTACTSNORMALLY OPEN, CLOSES AFTER TIME DELAY (NOTC). TAG = DEVICE TAG IDTAGNORMALLY CLOSED, OPENS AFTER TIME DELAY (NCTO).NORMALLY OPEN, INSTANTANEOUS CLOSE, OPENS AFTER TIME DELAY (NOTO).NORMALLY CLOSED, INSTANTANEOUS OPEN, CLOSES AFTER TIME DELAY (NCTC).SENSING DEVICE CONTACTSCLOSESRISINGCLOSESFALLINGFLOW SWITCHDEVICE TYPELEVEL/FLOAT SWITCHPRESSURE SWITCHTEMPERATURE SWITCHLIMIT SWITCH CONTACTSNORMALLY OPEN, CLOSES ONREACHING LIMITNORMALLY CLOSED, OPENS ONREACHING LIMITWIRE, CABLE, AND TERMINAL SYMBOLSWIRING INSIDE ENCLOSUREFIELD WIRINGCONDUCTORS CONNECTEDCONDUCTORS NOT CONNECTEDSPLICE OR TERMINATIONTERMINAL BLOCKDEVICE TERMINALMISCELLANEOUS DEVICESETMELAPSED TIME METER/HOURMETERSOLENOIDHHORNBBELLBUZZERRESISTOR OR HEATER ELEMENTATSSHORTING BLOCKTAGxxATAGxxACAP ON CONDUIT STUBCONDUIT TURNING UPCONDUIT TURNING DOWNCONDUIT WITH SEAL FITTINGUNDERGROUND DIRECT BURIAL CONDUITSINDICATES REMOVALGROUND CONDUCTORCONDUIT RUN, BROKEN AND CONTINUED ON SAME SHEET OR AS NOTEDHOME RUN TO PANELBOARD OR AS INDICATEDCABLE TRAYHEAT TRACEFLEXIBLE CONDUITTJJUNCTION BOX LOCATIONEQUIPMENT AND INSTRUMENT SYMBOLSXXX##-###EQUIPMENT ID TAGGxxKWxxGENERATOR xxKW = SIZEMOTOR xx = HORSEPOWEREQUIPMENT CONNECTIONINSTRUMENT LOCATIONTHERMOSTAT LOCATIONxxAFxxAFxxATCBxxAFxxATDISCONNECT SWITCH, UNFUSED xxA = AMPERAGE RATINGDISCONNECT SWITCH, FUSED xxAF = FRAME RATING xxAT = TRIP RATINGENCLOSED CIRCUIT BREAKER xxAF = FRAME RATING xxAT = TRIP RATINGMHMANHOLEHHHANDHOLEGROUND RODGROUND ROD AND BOXWALL-MOUNTED CONTROLPANEL, PANELBOARD, ORTERMINAL CABINET. SHOWNWITH EQUIPMENT ID TAG.FLOOR-STANDINGDISTRIBUTION ASSEMBLY,SUCH AS MCC, SWITCHBOARD,OR XFMR. SHOWN WITHEQUIPMENT ID TAG.PNL-100LIGHTING SYMBOLSDUPLEX WALL RECEPTACLE, 120V CKT = CIRCUIT NUMBER TYPE: WP = WEATHERPROOF G = GROUNDED IG = ISOLATED GROUND GF = GROUND FAULT CIRCUIT INTERRUPTORDUPLEX RECEPTACLE, EMERGENCY/STAND-BYSINGLE RECEPTACLE, 120VSINGLE RECEPTACLE, EMERGENCY/STAND-BYDOUBLE DUPLEX RECEPTACLE, 120VDOUBLE DUPLEX RECEPTACLE, EMERGENCY/STAND-BYDUPLEX FLOOR RECEPTACLE, 120V TYPE: F = FLUSH S = SURFACECKTTYPESINGLE POLE SWITCH (SEE NOTE S1). * = SINGLE POLE 2 = 2 POLE 3 = 3 WAY 4 = 4 WAY M = HP RATED, LOCKABLE OS = OCCUPANCY SENSOR P = SWITCH WITH PILOT LIGHT WP = WEATHERPROOFNOTES:S1S2LOWER CASE LETTERS IN PARENTHESISADJACENT TO A SWITCH OR LIGHT FIXTUREINDICATE A SWITCHED CIRCUIT AND IDENTIFY THEFIXTURE/SWITCH COMBINATIONS. FOR FOURLAMP FLUORESCENT FIXTURES WIRED IN PAIRSWITHIN EACH FIXTURE, THE "a" SWITCHCONTROLS THE OUTER LAMPS AND THE "b"SWITCH CONTROLS THE INNER LAMPS. WIRE 3LAMP FIXTURES SIMILARLY.NUMBERS IN PARENTHESIS ADJACENT TO A LIGHTFIXTURE OR RECEPTACLE INDICATE THELIGHTING PANEL BRANCH CIRCUIT FEEDING THEDEVICE.LUMINAIRE WITH IDENTIFICATION TAG ID = TYPE, PER LIGHTING SCHEDULE NL = UNSWITCHED NIGHT LIGHT a = SWITCH CONTROL LPXX/X = POWER SOURCE PANEL AND CIRCUIT NUMBERNLID(a)(LPXX/X)SURFACE MOUNTED LUMINAIREWALL MOUNTED LUMINAIREPOLE MOUNTED LUMINAIREPEPHOTOELECTRIC CELLEMERGENCY LIGHT WITH SELF- CONTAINED BATTERYWALL/CEILING MOUNTED EXIT LIGHT - DIRECTIONAL ARROW WHERE INDICATED, SHADED AREA INDICATES ILLUMINATED FACE.FIRE ALARM SYMBOLSFACPFIRE ALARM CONTROL PANELCOMBINATION SMOKE/HEATDETECTORHORN AND STROBEMANUAL PULL STATIONSHFFUTILITIES SYMBOLSMELECTRICITY UTILITY METER AND SOCKETPLYWOOD BACKBOARDTAGxxAxxATAGTAGxxAKSPECIAL PURPOSE WALLRECEPTACLE, RATING AS NOTED.(a,b)*DISCONNECT SWITCHOFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COM9E1ELECTRICAL - LEGEND ANDABBREVIATIONSENG2021-0228RESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENT
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9PLANSCALE IN FEET01020A -SECTIONSCALE: 1" = 10'UTILITY METER AND DISCONNECTAE2P-003FENCECONTROLPANELBLOWERUTILITY METER AND DISCONNECT(FACING NORTH)P-002P-001AEXISTING 50'POLESNOPUD PAD MOUNTTRANSFORMEROCU-1METER BASESTRUT FRAMEFINISHEDGRADEGRS CONDUIT5'-0"10" CONCRETE PAD WITH# 4 REBAR SPACED @ 12"MAXMAINDISCONNECTKEY NOTES :PROPOSED PRIMARY CONDUIT ROUTE. SNOPUD TO PROVIDE AND INSTALL WIRE. SNOPUD TOPROVIDE HDPE AND DIRECTIONAL BORING. CONTRACTOR SHALL PROVIDE AND INSTALLTRENCHED CONDUIT.PROPOSED SECONDARY CONDUIT ROUTE. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUITAND WIRE.ROUTE SHALL MAINTAIN 12" MINIMUM VERTICAL SEPARATION FROM OTHER CONDUIT OR UTILITYCROSSINGS, 36" SEPARATION FROM PARALLEL SEWAGE LINE OR FOUL AIR PIPES. SNOPUD ISRESPONSIBLE FOR LOCATING EXISTING UTILITIES FOR DIRECTIONAL BORING. SNOPUD WILLPOTHOLE WATER, SEWER AND TELECOMMUNICATION UTILITIES, AT LEAST 5 WORKING DAYS PRIORTO COMMENCING DIRECTIONAL BORING ACTIVITIES, INCLUDING BORE PIT AND RECEIVING PITCONSTRUCTION.SNOPUD TO PROVIDE TRANSFORMER. CONTRACTOR SHALL PROVIDE AND INSTALL THEFOLLOWING, PER SNOPUD UNDERGROUND ELECTRICAL REQUIREMENTS:a. 6'-0"L x 6'-0"W x 0'-6"D PRECAST CONCRETE PAD. DISTRICT CAT. ID 781444.b. 4'-8"L x 4'-8"W x 0'-6"D H-20 LOADING VAULT HATCH. DISTRICT CAT. ID 765646c. 7'-0"L x 4'-8"W x 4'-0"D PRECAST CONCRETE VAULT. DISTRICT CAT. ID 1001608.d. ACCEPTABLE MANUFACTURERS: OLDCASTLE, CUZ CONCRETE, OR GRANITE PRECASTING. NOEQUAL.CONTRACTOR SHALL PROVIDE A RAIN HOOD OVER METER AND DISCONNECT PANEL RACK.REFER TO SHEET C3 FOR TREE PROTECTION DETAILS.123231343'-0" MIN (TYP)PVC SCHEDULE 80CONDUIT FROMSNOPUD XFMR10 MIL PIPE WRAP TAPEBETWEEN CONDUIT GRSELBOW AND PADPVC SCHEDULE 40 CONDUITTO OCU CONTROL PANELBE2DIRECTIONAL BOREPIT (TYP) (NTS)PRIMARY SNOPUDCONDUIT(2) EXISTING 4"TELECOMMUNICATIONSCONDUIT12" MIN FINISHED GRADE0'-712"B -SECTIONSCALE: 1" = 10'PRIMARY SNOPUD CONDUIT4565CE2RAIN HOODCE2SECTIONSCALE: NONERAIN HOOD 553P-001B1PINE ST2ND AVE S
1" GROUT PAD WITH CHAMFEREDEDGES, ALL 4 SIDES (TYP)1/2" BOLT WITH AMINIMUM OF 4"IMBEDMENT INTOCONCRETE PAD0'-4"OFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COM10E2ELECTRICAL - SITE PLANEXISTING 8" WATER LINE6.EXISTINGSERVICE POLESNOPUD VAULT4ENG2021-0228RESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTENGINEERING DIVISIONAPPROVED AS NOTED__________________12/14/2021ROW BORING TO BE COMPLETED BY PUDUNDER SEPARATE PERMITREFER TO ROW PERMIT #ENG2021-0432
TO GROUNDINGELECTRODESYSTEMSNOPUD UTILITYPOLEVFD-1MNGODOR CONTROL UNITOCU-1200A SNOPUD UTILITY METERWITH EUSERC SERVICEENTRANCE DISCONNECTNEMA 3R BASEMET-13F-1200A3P10AXXKVA SNOPUDPADMOUNTTRANSFORMERXXKV-480/277YP-001AP-002P-003P-001BDIRECTIONAL BORERECEIVING PITConnected Totals:0.000.000.000.000.003.99SERVICE METER MET-1 LOAD CALCULATION:CONNECTED KVAMETHODNEC DEMANDCALC. KVATOTAL LIGHTING (L) LOAD:L0.00ALL @125%0.00TOTAL RECEPTACLE (R) LOAD:R0.00FIRST 10KVA @125%0.00REMAINDER OVER 10KVA50%0.00TOTAL MOTOR (M) LOAD:M0.00ALL @100%0.00LM3.99125% OF LARGEST125%4.99TOTAL HVAC (H) LOAD:H0.00ALL @125%0.00TOTAL MISCELLANEOUS (X) LOAD:X0.00ALL @125%0.00TOTAL KVA:3.99KVA4.99KVAAVERAGE AMPS @480volts4.80AMPS6.00AMPSNAME:SERVICE METER MET-1v 3VOLTAGE:480NEUTRAL BUS:YESLOCATION:ODOR CONTROL UNITGROUND BUS:YESFED FROM:SNOPUD UTILITY XFMRPHASE:3MAIN BREAKER SIZE:200AMPSFEED (OCPD SIZE):#4/0 AWGWIRE:4MINIMUM BUS SIZE:200AMPSENCLOSURE TYPE:NEMA 3RHERTZ:60FAULT CURRENT BRACING:10kAMPS, RMS SYMMETRICALASSET NUMBEREQUIPMENT NAME ORLOAD DESCRIPTION CONNECTED LOADLOADTYPELTGRCPTMOTORHVACMISCLARGESTMOTORLOADSIZELOADUNITVOLTPHHPAMPSKVAOCU-1ODOR CONTROL UNIT3HP48033.04.84.0LM0.00.00.00.00.04.0SCALE: NONEONE-LINE DIAGRAM1ODOR CONTROL UNIT PACKAGE PROVIDED BY BIOAIR.TRANSFORMER SIZE TO BE DETERMINED BY SNOPUD.CONTRACTOR SHALL PROVIDE TRANSFORMER SIZE INAS-BUILT.22111E3ELECTRICAL - ONE-LINE DIAGRAMAND SCHEDULESOFIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.CITY OF EDMONDSCITY PARK ODOR CONTROLEDMONDS, WASHINGTON11ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES1019 39TH AVENUE SE, SUITE 100 | PUYALLUP, WA 98374P 253.604.6600WWW.PARAMETRIX.COMRESUBDec 02 2021CITY OF EDMONDSDEVELOPMENT SERVICESDEPARTMENTENG2021-0228
RESUB
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DEC 08 2021
RESUB
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DEC 08 2021 ENGINEERING DIVISION
APPROVED AS NOTED
__________________12/14/2021
N