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HomeMy WebLinkAbout3501 W 18th St - Building CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 11- 00000949 Date 9/01/11 Application pin number 072648 Property Address 3501 W 18TH ST HYD REPORT SALES TAX ASSESSOR PARCEL NUMBER: 07- 31- 36 -3 -4 -0000 -0000- on your state excise tax form Tenant nbr, name WATER BUFFALO INC Application type description PUBLIC WORKS UTILITES to the City of Port Angeles Subdivision Name (Location Code 0502) Property Use Property Zoning UNKNOWN Application valuation 0 Application desc Hydrant meter at water treatment plant Owner Contractor CITY OF PORT ANGELES OWNER PO BOX 1150 PORT ANGELES WA 983620217 Permit PUBLIC WORKS COMM WATER SERV Additional desc Permit pin number 191940 Permit Fee 450.00 Plan Check Fee .00 Issue Date 9/01/11 Valuation 0 Expiration Date 2/28/12 Qty Unit Charge Per Extension Q 1.00 450.0000 EA FIRE HYDRANT METER 450.00 Fee summary Charged Paid Credited Due Permit Fee Total 450.00 450.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 450.00 450.00 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:Forms /Building Division /Public Works Permit PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL AN}' WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO. PW UTILITIES ,?'(Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE' SITE EROSION CONTROL PARKING SIDEWALK CURB &GUTTER DRIVEWAY 'APPROACH BACK -.FLOW DEVICE F v t '.lya.,. FINAL INSPECTIONS. REQUIRED' PRIOR TO OCCUPANCY /USE^ SIDENTIAL DATE S ES. NO ERCIAL DATE ACC R E COMMERCIAL .:..YES. NO CONSTRUCTION R.W. PW CONSTRUCTION, W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 FIRE DEPT. PLANNING DEPT. 417 -4750 PLANNING DEPT. BUILDING 417 BUILDING 4815 Ti Forms /Building Division /Public Works Permit ELECTRICAL PERMIT CITY'OF PORT ANGELES l_Y 360- 417 -4735 c pr Application Number 12- 00000628 Date 6/04/12 V Application pin number 865756 Property Address 3501 W 18TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 07- 31- 36 -3 -4- 0000 -0000- on our excise tax form Application type description ELECTRICAL ONLY y Subdivision Name to the City of Port Angeles Property Use Property Zoning PUBLIC BUILDINGS PARKS (Location Code 0502) Application valuation 0 Application desc 1 -4 circuits Alarm floats control Owner Contractor CITY OF PORT ANGELES OWNER PO BOX 1150 PORT ANGELES WA 983620217 Permit ELECTRICAL ALTER COMMERCIAL Additional desc 1 -4 CIRCUITS Permit Fee 86.00 Plan Check Fee .00 Issue Date 6/04/12 Valuation 0 Expiration Date 12/01/12 Qty Unit Charge Per Extension E. BASE FEE 86.00 Fee summary Charged Paid Credited Due Permit Fee Total 86.00 86.00 .00 .00 Plan Check Total ..00 .00 .00 .00 Grand Total 86.00 86.00' .00 .00 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN 6/411--- FINAL ,b)4)1'2- COMMEN PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G: \EXCHANGE \BUILDING 0,-, ra ��t CITY OF PORT ANGELES PERMIT APPLICATION J b l I o Building Division/Electrical Inspections A o 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 2 Ph: (360) 417 -4735 Fax: (360) 417 -4711 ELECTRICAL Date: 5 1 Multi Family or Commercial* INSPECTIONS 1A1 1 Plan Review May Be Required, Please Complete Electrical Plan Review informtion Sheet Job Address: S 'i t b WA z.TE_ 5--0 i iii f e "L'" 76 5' Building Square Footage: Description of above I a ►1 ae... 1....r ..as 0.... et) A 0,1) p CeN1rim 'PA Owner Information Contractor Information Name: G. Q (F eft Name: Mailing Address: Mailing Address: City: State: Zip: City: State: Zip: Phone: Fax: Phone: Fax: License Exp. License Exp. Item Unit Charge Total (Qty Multiplied by Unit Charge) Service/Feeder 200 Amp. 132.00 Service/Feeder 201 -400 Amp. 160.00 Service/Feeder 401 -600 Amp 225.00 Service/Feeder 601 -1000 Amp. 288.00 Service/Feeder over 1000 Amp. 440.00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/O Service Feeder 74.00 Each Additional Branch Circuit 5.00 Branch Circuits 1-4 86.00 $C20 Temp. Service/ Feeder 200 Amp. 102.00 Temp. Service/Feeder 201 -400 Amp. 121.00 Temp. Service/Feeder 401 -600 Amp. 164.00 Temp. Service /Feeder 601 -1000 Amp 185.00 Portal to Portal Hourly 96.00 Sign /Outline Lighting 88.00 Signal Circuit/ Limited Energy Multi- Family 64.00 Signal Circuit/ Limited Energy First Commercial 96.00 Note: $5.00 for each additional 1500 sf Renewable Elt"ctrical Energy 5KVA System or Less $113.00 Thermostat 56.00 Note: $5.00 for each additional T-Stat aw 6 Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW..Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: Cash Check n credit card X Dated: g 2-.1. L 0110112012 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total UNKNOWN 374700 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983620217 T• \Policies \I 102_15 building permit inspection record05 wpd [1/4/2005] 06 00000728 030408 3501 W 18TH ST 07 31 36 3 4 0000 0000 CITY OF PORT ANGELES COMM NEW CONST Contractor Date GLACIER CONST SERVICES INC 12521 EVERGREEN DR STE A MUKILTEO WA MUKILTEO (425) 355 2826 TOTAL o LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE NUMBER OF UNITS BUILDING PERMIT COMMERCIAL SEA WALL RETAINING WALL 82966 00 7/21/06 Valuation 1/17/07 Plan Check Fee Special Notes and Comments Public Works Utility Engineering has no requirements for this plan review Charged Paid Credited 00 00 00 00 00 00 00 00 00 WA 98275 1 00 1 00 1 00 1 00 1 00 Due 7/25/06 00 00 00 00 374700 9 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection -I- hereby certify- that -I -have read- and- examined- this application and know -the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date ignature ofnrner (if ner s builder) Date CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS 1 FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS ,GAS LINE ,I WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB r BLOCKING HOLD DOWNS SKIRTING BUILDING PERMIT INSPECTION RECORD PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 417 -4735 ELECTRICAL LIGHT DEPT T \Policies \1102_15 building permit inspection record05 wpd [1/4/2005] YES I NO FINAL FINAL CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. DATE I ACCEPTED YES I NO I I I I W-13-01 ISi-L- PREPARED 2/13/09 8 44 18 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/13/09 ADDRESS 3501 W 18TH ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR GLACIER CONST SERVICES INC PHONE (425) 355 2826 OWNER CITY OF PORT ANGELES PHONE PARCEL 07 31 36 3 4 0000 0000 APPL NUMBER 06 00000728 COMM NEW CONST PERMIT BPC 01 BUI LDING PE RMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 2/13/09 JLL BLDG FINAL February 13 2009 8 41 29 AM 1pangrle KATHRYN NEAL SAID THIS SEAWALL PROJECT IS COMPLETE IF YOU HAVE QUESTIONS CONTACT TERRY PARTCH AT 417 4811 BLDG FINAL SEAWALL COMMENTS AND NOTES fl David Yasumura Re PA Landfill Retalni 1 1 1F 1itr PtF #er N laiver DEPA7t IMENT OF DBVELOPIVIBit T BUILDING 321 EAST 5TH STREET PORT ANGELES, WA 98362 From Glenn Cutler To: Roberds, Sue Date: 7/11/2006 7 10 PM Subject: Re. PA Landfill Retaining Wall Building Permit Fee Waiver CC: Kenworthy, Gary; Madsen, Mark, Sperr, Steve, Szatlocky, Michael, Yas. Sue, Thx. Glenn Sue Roberds 7/11/2006 5.20 PM Glenn, As it is understood that normally required inspections will be completed by others who have more expertise in the specific field of construction, and per your request, the building permit fees for the revetment wall will be waived. I will pass this information along to Dave Yasumura for permitting purposes. Sue Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \Policies \1102_15 building permit inspection record05 wpd [1/4/2005] CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO -COMMERCIAL DATE ACCEPTED YES I NO ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING FIRE PLANNING DEPT BUILDING PERMIT INSPECTION RECORD 417 -4735 ELECTRICAL LIGHT DEPT 417 -4807 417 -4653 417 -4750 BUILDING 417 -4815 T \Policies \1102_I5 building permit inspection record05 wpd [1/4/2005] YES NO FINAL FINAL CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT I BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. PLANNING USE ONLY BUILDING PERMIT APPLICATION Fill out COMVU'LETELI and in INK. 1 our application and site plan MUST B COMPLETE to be accepted for review If you have an3 questions_ call PERMITS (360) 417-481S RkX(360)417 -4711 Applicant or Agent. M\ Crr LL- Owner G 1 bP Naal" f N/: Address: 32' 6 City QX Pct Arclutect/Eneneer' 1Pk2.o.-N 11,0 ESA/Wetland(s) Yes n No SEPA Checklist required? Yes No Other TAIFOP.MSVBIdgPermitform.wpd Applicant' S_pge Per Phone. Phone: `1 `-t Vox -t 1 '1 i u Zip. C l u 2. Phone. '.qtr 0 3 11 e t FOR OFF]CCUS ONLY ate Rec. W Pre/0 p Permit #'0 bat Apprrn e issued: TYPE OF WORK STZE/VA.LUATION Residential New Constr Re -roof Stove SF n /SF Multi- family Addition Move n Garage SF /SF Commercial Remodel Demolition Deck SF /SF Repair Sign ['Other 124-71. kJ"Q c tn} (It t.t TOTAL VALUATION 3 7y, 760, BRIEF DESCRIPTION OF THE PROJECT t to sr .Se Dc L.L- 1-0 R...0" FGA e..D1" 1 T CAW P L U COMMERCL4L/RESIDENTIAL. Occupancy Group. N Occupant Load. N Construction Type: 1.1 No. of Stones: N/Ar Lot Size: 2'7 "iy A Existing Sq Ft. N /lie Proposed Sq Ft. N TOTAL Sq Ft. 1• Total lot coverage Date: (P. 2(9 (cm Contractor 6 L/kC terL Gt>at'r State License Exp Phone: 4 2y' Z 90. 90 k S• Address: I2-6 i EOR/,QE�� 1> e.. 6s.) of Pr City vy.v\<c'L'te o w Pr Zip is Z." 7 PROJECT ADDRESS 35 1/ e k ZONING LEGAL DESCRIPTION Lot: Block. Subdivision. 5i) Q.V r■ U 1 L/ r _t,b CLAT T AM COUNTY PARCEL NUMBER. (71 1 Ito 3 u d 0 O APPROVALS PLAN BLDG DPWU- FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CATTK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVLh W If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. i hereby certify that 1 have read and examined this application and know the same to be true and correct. 1 am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to work gpj CITY OFPORT Construction Plans The Issuance of this permit based upon these plans, specifi- I cations arid.other.data shall not prevent the'building official from thireafter errors in said i plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances if this jurisdiction. fit( tlitniBtfi I 2_ob L o t ig 4fsy 1 Approval Date Feet Vertt al Datum NA VI) 88 Ho tzontal Datum= NAD 83/91 Area Map Map CI V 14046- to 1 t 1 PifiPsi' •O' A. 1 4-, beite0 4A--eb t Dep 4 Du map a ite ',Jed to be. ed cm a legal de 1pti 71,1 map/dram 1g prod, ed by the City of!' rt Angele fe, in idp grove., Any ah fib marMiraw 1g shall a h lb vp Miry of the Coy. A I B I C PT N AT 2x ti A I REVISIONS r. P I o I JID PROJECT VICINITY ABERDEEN PORT ANGELES SHELTOI VICINITY MAP BREMERTON KELSO I\ EVERETT I DATE Ies I DESIGNED I I I 00 ONE INCH AT FULL SCALE. V. STOCKMAN IF NOT SCALE ACCORDINGLY I I I ,IE u �CAC� 91013P05T04G -07 I I I.MB LD 221 255 -2191 -013 (05.041 I I I JJ A E rr T Nw>:D DATE FEBRUARY 2006 CITY ENGINEER: Gary W Kenworthy P.E. SOLID WASTE SUPERINTENDENT Tom McCabe GOO NTS. WA 21112£ 202 r MO mA01. P. NO OGLO 1 pnwparprNtamon PORT ANGELES LA\ FILL SLOPE STABILIZATION CITY OF PORT ANGELES, WASHINGTON DEPARTMENT OF PUBLIC WORKS PROJECT NO. 02 -21 DIRECTOR OF PUBLIC WORKS AND UTILITIES: Glenn A. Cutler P.E. INDEX TO DRAWINGS DWG NO. SHT NO. SHEET TITLE 1 G-1 COVER SHEET, MAPS, AND SHEET INDEX 2 0-2 LEGEND. ABBREVIATIONS AND NOTES 3 C -1 EARTHWORK /GRADING PLAN 4 C -2 WALL SITE PLAN AND PROFILE 5 C -3 WALL SECTION 6 C -4 WALL DETAILS 7 C -5 PANEL DETAILS 8 C -6 DRAINAGE PLAN AND PROFILE 9 C -7 WALL END CONDITIONS PLAN 10 C -8 DRAINAGE ELEVATIONS 11 C -9 DRANAGE SECTION AND DETAILS 12 C -10 WALL END CONDITIONS ISOMETRIC 13 L-1 PLANTING PUN 000a000000. PUMPING. DIWRONNENT.LL GGENCES PROJECT NAME F CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON G FAIRCHILD INTERNATIONAL AIRPORT LAURIDSEN It US Zi 01 I LOCATION MAP LAUR LID. 1 f'" CE COMMUNITY COLLEGE TO HURRICANE RIDGE H 1 01 FINAL PLANS FOR CONSTRUCTION COVER SHEET I ml¢a 10/00/09 I DRAWING NO. 1 OF 13 G1 1 2 3 G 1 i MODIFY NOTES 6 I MINIMUM EROSION CONTROL AND SEDIMENTATION CONTROL REQUIREMENT. THE FOLLOWING EROSION AND SEDIMENTATION CONTROL (ESC) NOTES APPLY TO ALL CONSTRUCTION STE ACTIVITIES AT All. TIMES. UNLESS OTHERWISE SPECIFIED ON THESE PLANS: THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 -HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND ACCEPTED BY THE an 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTON MAINTENANCE. REPLACEMENT, AND UPGRADING OF THESE FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BESNNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE PADPWL AND THE STE IS STABILIZED. 3. STABILIZATION AND SEDIMENT TRAPPING. ALL EXPOSED AND UNWORKED SOTS, INCLUDING SOIL STOCKPILES, SHALL BE SIMMERED BY SUITABLE APPLICATION OF BAPS WHICH PROTECT SOIL FROM THE EROSIVE FORCES Of RAINDROP IMPACT MD FLOWING WATER. APPUCABLE PRACTICES INCLUDE, BUT ARE NOT WEED TO, VEGETATIVE ESTABLISHMENT, MULCHING, PLASTIC COVERING, AND THE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. FROM OCTOBER 1 TO APRIL 30, NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 36, NO SOILS SHALL REMAIN UNSTABNZED FOR MORE THAN 7 DAYS. 1. A I B I AT ALL TIES OF THE YEAR THE CONTRACTOR SHALL HAVE SUFFICIENT MATERIALS, EQUIPMENT. AND LABOR ON -SITE TO STABILIZE AND PREVENT EROSION FROM ALL DENUDED AREAS WITHIN 12 HOURS AS SITE AND WEATHER CONDITIONS DICTATE. 4. PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROILL.ILU FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS. SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING. OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BAPS 5. TIMING AND STABILIZATION OF SEDIMENT TRAPPING MEASURES. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS. AND OTHER IMPS INTENDED TO TRAP SEDIMENT ON SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTMTTES TAKE PLACE. EARTHEN STRUCTURES SUCH AS DAMS. DIKES, AND DIVERSIONS SHALL BE STABLIZED ACCORDING TO THE TIMING INDICATED IN ITEM (1) ABOVE. 6. CONTROLLING OFF -STIE EROSION. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY. AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM THE DEVELOPMENT SITE BY THE IMPLEMENTATION OF APPROPRIATE BAPS TO MINIMIZE ADVERSE DOWNSTREAM IMPACTS. 7. STABILIZATION Of TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED. AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED FLOW VELOCITY FROM A 2 -YEAR FREQUENCY, 24 -HOUR DURATION STORM FOR THE POST DEVELOPMENT CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAMBANKS, SLOPES, AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 8. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. AFTER PROPER WRITTEN APPLICATION, THE REQUIREMENT FOR INLET PROTECTION MAY BE WANED BY THE DIRECTOR ON A SITE- SPECIFIC BASS WHEN THE CONVEYANCE SYSTEM DOWNSTREAM OF THE INLET DISCHARGES TO AN APPROPRIATE SEDIMENT CONE BMP AND THE CONVEYANCE SYSTEM CNC BE ADEQUATELY CLEANED FOLLOWING SITE STABILIZATION. 9. UNDERGROUND URIAY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND URUTY LINES SHALL BE UNITED, WHERE FEASIBLE, TO NO MORE THAN 500 FEET OF OPEN TRENCH AT ANY ONE TIME WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF THE TRENCH. DEWATERING DEVICES SHALL DISCHARGE 10 AN APPROPRIATE SEDIMENT TRAP OR POND, PRECEDED BY ADEQUATE ENERGY DISSIPATION, PRIOR TO RUNOFF LEAVING THE SITE 10. CONSTRUCTED ACCESS ROUTES. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD BY USE OF APPROPRIATE BAPS SUCH AS A STABILIZED CONSTRUCTION ENTRANCE. IF 'SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE. THE ROADS SHALL BE CLEANED THOROUGHLY. AS A MINIMUM, AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 11. REMOVAL OF TEMPORARY BAPS ALL TEMPORARY EROSION AND SEDIMENT CONTROL BAPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABIUZATION IS ACHIEVED OR AFTER THE TEMPORARY MAPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABI ZED ON -SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL OF TEMPORARY BAPS SHALL BE PERMANENTLY STABILIZED. 12. DEWATERING CONSTRUCTION SITES. DEWATERING DEVICES SHALL DISCHARGE INTO AN APPROPRIATE SEDIMENT TRAP OR POND. DESIGNED TO ACCEPT SUCH A DISCHARGE, PRECEDED BY ADEQUATE ENERGY DISSIPATION. PRIOR TO RUNOFF LEAVING THE SITE. 13. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SHE DURING CONSTRUCTION SHALL BE HANDLED AND LEGALLY DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM OR SURFACE WATERS. POLLUTANTS OF CONCERN INCLUDE, BUT ARE NOT UNITED TO, FUELS, LUBRICANTS, SOLVENTS, CONCRETE BfPRODUCTS, AND CONSTRUCTION MATERIALS. 14. INSPECTION. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE OWNER AND /OR CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL. AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES. SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS WNAUM POTENTIAL DEPTH. 15. MAI TEAANCE. AU. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BAPS SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT ANY SUCH FACILITES DAMAGED DURING FLOODS, STORMS, OR OTHER ADVERSE WEATHER CONDITIONS ARE IMMEDIATELY RETURNED 10 NORMAL OPERATING CONDITION. I DATE IDY I gORAU I2BMAROBI SAD I STOCKMAN I 1 1 7 57g1M4 I I I JNe I I I J''`°" C L ONE INCH AT FULL SCALE IF NOT, SCALE ACCORDINGLY DN2191013P05704G -01 91 -013 (05,04) FEBRUARY 2008 4. -NOT USED- GENERAL NOTES: ABBREVIATIONS I. ALL WORIOAANS IP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND APWA AS ADOPTED BY THE CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS (PADPW). 2. ANY REVISIONS TO THE ACCEPTED CONSTRUCTION PLANS SHALL BE REMOVED AND APPROVED BY THE PADPW PRIOR TO IMPLEMENTATION IN THE FIELD. 3. THE CONTRACTOR SHALL MAINTAIN A SET OF THE ACCEPTED CONSTRUCTION DRAWINGS CFI SITE AT AU. TIMES WHILE CONSTRUCTION IS IN PROGRESS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC FLOW ON EXISTING PUBUC ROADWAYS SHALL BE MAINTAINED AT ALL TIMES UNLESS PERMISSION IS C:RAII ED FROM THE PADPW FOR ROAD CLOSURE AND /OR DETOURS. 6. THE LOCATIONS CF EXISTING UTBJTIES ON' THIS PLAN IS APPROPMAIE ONLY. THE CONTRACTOR SHALL CONTRACT THE 'UNDERGROUND LOCATE' CENTER AT PH: 1-800 -424 -5555, AND NON SUBSCRIBING INDIVIDUAL UTILITY COMPANIES 48 HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PROVIDE FOR PROTECTION OF EXISTING UTLUTIES FROM DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS 7. WALL DESIGN CRITERIA IS PER RECOMMENDATIONS OF THE CEOTECHNICAL REPORT CONTAINED IN APPENDIX B OF THE CONTRACT DOCUMENTS. DESIGN LOADS: BACKSI.OPE ANGLE LEVEL ACTIVE PRESSURE: 30 PCF (ABOVE DRILLED SHAFTS) ACTIVE PRESSURE 18 PCF (BELOW DEWED SHAFTS) PASSIVE PRESSURE: 250 PCF SEISMIC PRESSURE 8141 (PCT) H- HEIGHT OF WALL (FT) B. CONTRACTOR SHALL FOLLOW ME PROVISIONS SET FORTH IN THE HYDRAULIC PROJECT APPROVAL DOCUMENT (APPENDIX E) AND THE PERMIT COMPLIANCE PLAN. GRADING NOTES: 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS GROUNDWATER. OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 2. UNLESS OTHERWISE SPECIFIED, ALL EMBANKMENTS IN THE PLAN SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2- 03.3(14)8 OF THE WSDOT STANDARD SPECIFICATIONS. EMBANKMENT COMPACTIONS SHALL CONFORM TO SECTION 2- 03.3(14)C, METHOD B OF SAID STANDARD SPECIFICATIONS 3. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 957E MAXIMUM DENSITY PER SECTION 2- 03.3(14)C. METHOD C CF WSDOT STANDARD SPECIFICATIONS. SLOPE RESTORATION NOTES: 1. IF REFUSE IS VMSBIE ON SURFACE AFTER EXCAVATION OF SLOPE, THE SLOPE SHALL BE OVEREXCAVATED 1 FOOT AND 1 FOOT OF TOPSOIL TYPE C SNAIL BE SPREAD ON DIE SURFACE OF THE SLOPE. IF REFUSE IS NOT VISIBLE, NO TOPSOIL IS REQUIRED. 2. -NOT USED- 3. DISTURBED SLOPE SHALL BE SEEDED AND FERTILIZED PRIOR TO BEING Q COVERED WITH AN EROSION CONTROL BLANKET AND PRIOR TO PLACEMENT OF THE EROSION CONTROL ROLL DAM. 1 Q AND EROSION CONTROL BLANKET D EROSION CONTROL ROLL DAM SHALL BE INSTALLED PER THE PLANS. SPECIAL PROVISIONS, AND MANUFACTURER'S RECOMMENDATIONS THE CONTRACTOR SHOULD EXPECT VARYING CONDITIONS WITHIN THE PROJECT SITE AND ANTICIPATE THE COSTS OF WORKING IN THESE CONDITIONS. RCOR,YIFWAY t VANIGTOIODD FANDUM twassamOttom E CB DIA EL OR ELEV FT OR HP INN L LF MN MAX MIN N ETA 0+00 TIP CO IN OR HOPE LD X OPEC SD HMI O.C. ATA RT LT BIT. PSI XXJIX 0 TYP GA PB HORIZONTAL DATUM: NAD 83/91 MHHW EL. 6.63 VERTICAL DATUM: NAVD 88 MLLW EL. 0.43 '.E MSOMO2 F CATCH BASIN DIAMETER EAST ELEVATION FEET HIGH POINT INVERT ELEVATION LENGTH LINEAR FEET MANHOLE MAXIMUM MINIMUM NORTH STATION NUMBER TYPICAL CLEAN OUT INCHES HIGH DENSITY POLYETHYLENE LEACHATE DRAIN PERCENT CORRUGATED POLYETHYLENE PIPE STOMA DRAIN MEAN HIGH HIGH WATER ON CENTER MONITORING YELL CENTERLINE RIGHT OFFSET LEFT OFFSET BOTTOM POUNDS -FORCE PER SQUARE INCH SLOPE HORIZONTALNERTICAL DIAMETER TYPICAL GAUGE PULL BOX PROJECT NAVE 15123 STANDARD DETAIL CiTY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON DETAIL AND SECTION DESIGNATION INDICATES DEAL NUMBER TYPICAL DETAIL NO SCALE INDICATES DRAWING/SHEET WHERE DETAIL IS REFERRED TO —SC SD- 0 0 0 G 4 G LDI LIP ffJ O G- A© v I H 'TOE ARMOR BACKBEACH BEM BEACH NOURISHMENT UPPER TIER ROCK ARMOR BEDDING STONE EXISTING MATERIAL FILL MATERIAL EROSION CONTROL BLANKET CONCRETE EXISTING CONTOUR ORIGINAL GRADE (CROSS SECTIONS) CENTER LINE OF SURFACE WATER DITCH CULVERT CLEARING UNITS MHHW LINE DIETING STORM DRAIN SILT FENCE EXISTING GAS CCUECTION LINE EXITING LEACHATE COLLECTION DRAIN UNE EXISTING LEACHATE TRANSMISSION DRAIN LINE EXISTING CLEANOUT COLLECTION LIME EXISTING CATCH BASIN PROPOSED CATCH BASIN GRAVEL CHECK DAM GROUNDWATER MONITORING WELL PIPE CAP/PLUG TREE/PLANi PULL BOX INDICATES SECTION LETTER INDICATES DRAWING /SHEET WHERE SECTION IS SHOWN DETAIL OR SECTION APPEARS ON THE SAME DRAWING /SHEET INDICATES SECTION LETTER- TYPICAL SECTION NO SCALE INDICATES DRAWING/SHEET WHERE SECTION IS REFERRED TO 5 FINAL PLANS FOR CONSTRUCTIC N LEGEND, ABBREVIATIONS NOTES I ONO, I0/00/13I DRAWING NO. 2 OF 13 G2 2 3 '4 .4 4 A I REmsoNs k I I A 0+00 10+00 -2 ••••t 11+00 •Th 0......_ 10 1- 1 sus:L. noT --,,\E-Ir ---5- STORM mum /2 I 1 1 t\ 1 I I I I 0 1 1 t i I j 1 i I 6^ 6:,' •8 1 1 I PROPOSED I ENT MATCH EXIS INS CONSTRUCTION WV. 113.5' I DAM 113Y S. E LK IND I DRA IT STOCK MAN 17. IJCB I J O E PFRDYED WALL REFERENCE ALIGNMENT 120 N 80 /\A\ Timm ED GRADE 1 I CI VER OVER PPE N\4 x i 2 N\' 1 0 2 4''t il 111 A \1\\ 4vN3,.\\-rs IV -20.164 —so i A,. Pa M H NW 40 UNE DRAINAGE PIPE SECTION 3' GRAVEL ACCESS TRILL ''III—as 1 8c.,,---- ----(sD Wr wraioa--„, hhar__ ..4,, r' r--- ::_t4_-_. 3 5: 4 CRAM Hi —7 1 --.3c--- --4.10141 +00 I I -120 2 i 1 i g -i .:(''...1 11 /2 1 T 77 /I -11 1 1 'lee L, 108— Yu— i leo..........._ fr C'FFSET eR RT cam. aicci cum STA 12 +e R. "N. OFTSET 154.62 RT ONE INCH AT FULL SCALE. IF NOT SCALE ACCORDINGLY 1111 DN2191013P 05704C 04 JoiL No. 255 (05.04) DAM FEBRUARY 2006 Strait of Juan de Fuca PROPOSED WALL t Strait of Juan d Fuca 34.00' RT OFFSET 7 64 HOPE Z7 SLOPE LIA14 13+00 -11/1167 UNE F 611 HERE PIPE BEND r HOPE PIPE 040 STA. 15+64 STA 15+64 OFFFSET 34.00 14400 OFTESET 23.00 1NY 2.2B NY 3.15 0 PLAN SCALE IN FEET 50 100 GRAVEL DECK DMI STA. 14+09 OFFSET 151.73 RE MoKITSAPWAV SURE NS EREMERECK wAsuolarow sem 100 07001 7 55470001 -4c —„o STA. 15+59 OFFSET 141324' RT ELEC. CORD. ■LE GRAVEL CHECK OM WATER USE TO BE REMOVED PROPOSED CATCH MAYO. CREPT OW gTA STA. 15+77.5 OFFSET 14823 RT 144.79 RT 1W. 113.5 PROJECT NAME Li S1(7 FENCE ETA. 15+70 TO OFFTSE7 BO 6 MAX POS. SPACING MAY BE INCREASED TO B' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES. WASHINGTON RT TO 93.03 RT El SURFHEE WATER DITCH C ST 16.52 131.03 RT JOINTS IN ALTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. NOTE: CONTRACTOR SHALL CONSTRUCT A BERM ON THE BEACH TO PREVENT SEA WATER FROM ENTERING ANY TRENCHES CONSTRUCTED ON THE BEACH. THE BERM SHALL BE OF SUFFICIENT HEIGHT TO PREVENT THE MAXIMUM TIDE AND WAVE ACTION EXPECTED DURING THE CONSTRUCTION DURATION FROM ENTERING THE TRENCH. SILT FENCE DETAIL NO SCALE ALTER FABRIC ne BY 14 Go. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED MINIMUM 4N4 TRENCH CONSTRUCTION AREA BACKF0.1 TRENCH WITH NARVE SOIL OR 3/4 1/2 WASHED GRAVEL rxe WOOD POSTS. STEEL FENCE POSTS. REBAR OR EQUIVAUDIT I H FINAL PLANS FOR CONSTRUCTION z m !WREN 10/00/07 DRAWING NO. 3 OF 13 EARTHWORK I GRADING PLAN C1 P1 0 BOT. OF WALL ELEV. 6.63 F. I I O o _0 I 0 3 GRAVEL P POSED STORM -DRAIN ACCESS TRAIL 11 TIN CONTRACT 1 I1 1 71 ti 1 I VI V 1 1 1 1 1 1 1 1 1 ///I 1 i PRO p pSED 1 .EVA ROAD NOT I COI 1 1 1. 1 I 1 A 1 A .28 s o S 24 MHO 6.63 20 16 1 12 5 Z 1 7, A VD8 q N 0 I ax a Q REVISIONS 10+00 STA 9 +00.0 N 425217.34 E 984320.69 WALL REFERENCE \C ALIGNMENT I DATE 00 ISY B 11 +00 MANHOLE f MONITORING WELL I DEN DORAU DNAN V. I STOCKMAN I JEAFu I:ncl:ACil 10 +00 a T RUNE 12 +00 60" MANHOLE C 11 +00 55P LF MONITORING WELL—. T1�Tl PROPOSED PILE c 34.00' RT OFFSET 3<8IXC0 JOB 55 2191 013 005.041 IlEr' DATE FEBRUARY 2006 13+00 ONE INCH AT FULL SCALE. NOT SCALE ACCORDINGLY DN D N 2 T04C- 01 Strait of Juan da Fuca 12 +00 PROPOSED SURFACE WATER R DITCH 14 +00 PROFILE HORZ: VERT: 1 =4' D SITE. BENCHMARK N 425079.06 E 984560.78 REFERENCE ELEV. 12.87 S "E MONITORING WELL 00 24" DRAIN PIPt cl 44.00' RT 0 WALL_Ht gKrdt 4 J k WW __-A3F. YD -100 -110 120 13+00 I o Strait of Juan de Fuca PROPOSED DRAINAGE PIPE LOCATION (BEHIND WALL) PWR. /COMM. P.B. 0 STA. 12 +85.00 48.00' RT OFFSET PLAN SCALE IN FEET TAY 0 40 80 CLEAN -OUT 15 +00 ROO MTS." WAY SUITE SREIERr RTOK w STIMPT0I So+ T. Ye Sn 0014 3m•e4E1 I E I 14 +00 15+00 10 cu 'au 9�p 16 +00 MHI1W LINE ENGHEEflO. N.AIINIS DIYIRGIGID•TAL BODICES 680' ELEC. COND. WATER UNE 17+00 PROJECT NAME A F STA 16 +00.00 N 424867.90 E 984927.23 16 +00 PROPOSED 6 HOPE PIPE TCH BASIN EXISTING TO BE EMOVED 18 +00 CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON G I H SEE SHEET C4 FOR PILE LOCATION SCHEDULE. PRIMARY PILE INDEX @SECONDARY PILE INDEX NOTE: 1. MHHW UNE IS AS DEFINED BY 2/15/05 NR SURVEY. 2. MONITORING WELLS ARE TO REMAIN. IF DAMAGED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF REPLACEMENT. 3. SITE BENCHMARK MONITORING WELL e1, REFERENCE ELEVATION 12.87 FINAL PLANS FOR CONSTRUCTION WALL SITE PLAN AND PROFILE 9 10 I EIPlS: 10100/07 DRAVANG HO. 4 OF 13 C2 2 3 4 Q 1Reason 1 1 MODIFY NOTES 1 1 1 A 1 DATE IBY I' S DORAU 126MAR08I SCUD I s� DORAU 1 I JFF I I I 1 I` G*3) B I 1 EROSION CONTROL ROLL DMA TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS INSTALL AT ELEVATIONS 45.0 AND 95.0. 670 IF EACH. (CENTER ON NEWLY GRADED AREA) 1:1 PROPOSED SLOPE TO BE VEGETATED COVERED WITH EROSION CONTROL BLANKET (TOP SOIL MAY BE REQUIRED, SEE NOTES) r -r ARCHER r TRENCH \i CONTINUE B BOTTOM OF 'CARNG NTO�NITE 5 RYN VII r ONE INCH AT FVLI SCALE. IF NOT, SCALE ACCORDINGLY 91013P051134C -02 255- 2191 -013 (05.04) t FEBRUARY 2006 C I N CONDUIT AND PRESSURE PIPE B' STEEL CASING W/ MONUMENT CAP EL. 26.5 2• SCHD 40 PVC BLANK W/ CAP HOPE IMPERMEABLE GEOMEMBRANE 1 :20 SLOPE WALL SECTION 1/4•=1' -0• W /2000 qp� IX) DE T AILS SEE DETAILS PILE b D 4 PER -1ER c'MRMOR°_ t rtY MIMES COBBL£—GRAVFl�/ c EELIE SEAL CONCRETE PANEL 6 SEE DETAILS e I" I W24E104 STEEL SECTION I e W/ COAL TAR EPDXY COAT 1 S EE DETAILS BACKBEACH �b r 4 :T 1 MINUS G L P 0 _TOE E ARMOR I:I^ 1 Orin `mach 20'-0 '''-038 a20' DRILLED SHAFT W /4000 p CONCRETE SEE DETAILS TYP 3.3' MAX. CLAY MODIFlED SOD. DAM 32'-0' (SEE PILE SCHEDULE ON SHEET C4) \—STAPLE/STAKE EROSION CONTROL BLANKET DETAIL NO SCALE MD T, II=Mra ERO.EEwo.aMlN LIENVIROM ITALEoENCF1 amNlwxaY MAE= Vptl T.minuo;.s.inii:au PROECT NAME F UMW (6.63' NAVDBB) CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON EROSION CONTROL BLANKET PLACEMENT DETAIL NO SCALE TYP NOTE: 1. PLACEMENT OF EROSION CONTROL BLANKET SHALL ONLY BE AFTER PLACEMENT OF SEED AND FERTILIZER PLACEMENT SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. D 2. EROSION CONTROL BLANKET SHALL BE INSTALLED FROM TOP OF SLOPE DOWN BY ANCHORING THE BLANKET N A 6 NCH DEEP BY SIX INCH WIDE TRENCH WITH TWELVE INCHES OF BLANKET EXTENDED BEYOND THE UP- SLOPE PORTION OF THE TRENCH. BLANKET SWILL BE ANCHORED WITH A ROW OF STAPLES/STAKES TWELVE INCHES APART N THE BOTTOM OF NE TRENCH. TRENCH SHALL BE BACKFTLJ. D AND COMPACTED AFTER STAPLING. SEED SHALL BE APPLIED TO COMPACTED SOIL AND REMAINING TWELVE NCH PORTION OF BLANKET' SHALL BED FOLDED BACK OVER SEED AND COMPACTED SOIL BLANKET SHALL BE SECURED OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED TWELVE 6101105 APART ACROSS THE WIDTH OF THE BLANKET. 3. BLANKETS SHALL BE ROLLED DOWN THE SLOPE. ALL BLANKETS SHALL BE SECURELY FASTENED TO THE SOIL SURFACE BY PLACING STAPLES /STAKES IN LOCATIONS AS SHOWN ON THE PLANS. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WTH A MINIMUM OF TWO INCHES OF OVERLAP OR AS RECOMMENDED BY MANUFACTURER. 5. CONSECUTIVE BLANKETS SHALL BE SPLICED END OVER END (SHNGLE STYLE) WITH A MINIMUM OF THREE INCHES OF OVERLAP STAPLES SHALL BE PLACED THROUGH OVERLAPPED AREA AT A TWELVE INCH SPACING ACROSS THE ENTIRE BLANKET WIDTH. 8. N FIRM SOIL CONDITIONS. STAPLES OR STAKES SHALL BE A MINIMUM OF SIX INCHES N LENGTH. IN LOOSE SOIL CONDITIONS STAPLES OR STAKES SHALL BE A MINIMUM OF 12 INCHES N LENGTH OR AS NECESSARY TO PROPERLY SECURE NE BLANKETS. 7. IF REFUSE IS VISIBLE ON SURFACE AFTER EXCAVATION OF SLOPE, THE ,L SLOPE SHALL BE OVERE(CAVATED 1 FOOT AND 1 FOOT OF TOPSOIL TYPE C SHALL BE SPREAD ON THE SURFACE OF THE SLOPE IF REFUSE IS NOT VISIBLE, NO TOPSOIL IS REQUIRED. 8. GRAVEL BACKFlLL MATERIAL SHALL MELT THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.12(2). FINAL PLANS FOR CONSTRUCTION G WALL SECTION H SEE SHEET L1 FOR LANDSCAPING PLAN. 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EPDXY COATED 408 "0.0. COATED 5' -73" 4" PANEL SECTION i 1/2 -I B C4 In SI 0 P IRATE IBM' I' 's CRAU 128MAR06I SWD I' OORAu I I I I I I le-F" „m LIFTING HOOK. TYP SEE DETAIL e —/4 0 45 TYP Lad-4" EPDXY COATED �P4 B" O.C. EPDXY COATED J 60 9 0.C. COAlT3 C CONS INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 219 013POST04C-03 255- 2191 -013 (05.04) A FEBRUARY 2006 #4 BAR EPD XY COATED LIFTING HOOK DETAIL n D izzal ■NNCTIN AWAY =M EC wee pTwa T.ia9lIDII P.INNa6NI E .PMRNNa.6111alaN ENT LLYZNtlJ PRO,ECT NAME F CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON I H CONCRETE AND RELATED ITEMS: (THE FOLLOWING NOTES APPLY ONLY TO THE CONCRETE WORK FOR THE PRECAST WALL PANELS) 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF WSDOT 2006 L\ STANDARD SPECIFICATIONS FOR ROW, BRIDGE, AND MUNICIPAL CONSTRUCTION, EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. CONCRETE SHALL HAVE A MINIMUM COIPRESSNE STRENGTH OF R. t10D PST AT 2. 28 DAYS. CONCRETE PANELS SWILL WIVE A SMOOTH CLASS 2 SURFACE FINISH. 3. CONCRETE REINFORCING STEEL SHALL BE EPDXY COATED AND OF DOMESTIC 4. MANUFACTURE AND SHALL CONFORM TO RAE REQUIREMENTS OF ASTM A615, GRADE 60. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 5. ACCORDANCE WITH ACT PUBLICATION 315. 6. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 1.5 UNLESS NOTED 7. OTNERYASE. B. PROVIDE NO CHAMF'E71 ON EDGES OF PRECAST WALL PANELS. DO NOT IMPOSE SERVICE WADS (a. BAOCRLL TRUCKING, ETC.) UNTIL. THE CONCRETE HAS REACHED ITS SPECIFIED MINIMUM COMPRESSNE STRENGTH. WELDING OF REINFORCING BARS AND LIFTING HOOKS SHALL NOT BE PERMITTED. UFTBNG HOOKS ON SIDE OF PANEL SNAIL BE REMOVED FLUSH WITH PANEL 10. EDGE PRIOR TO PLACEMENT OF PANEL LIFTING HOOKS ON TOP OF PANEL SHALL REMAIN AFTER PLACEMENT. PRECAST WALL PANELS SHALL tar BE FABRICATED AT THE PORT ANGELES I1. UINDFBL FINAL PLANS FOR CONSTRUCTIONi PANEL DETAILS I oe.e: Ta /OA/h? DRAWN NO. 7 OF 13 C5 2 4 1 `,t S S as A s i F. 81 S S X iA i i t Q !REVISIONS r. e I I I A I i PF )POSED STORM-DRAIN i MCf IIN CONTRACT os I I I i L 7 III I I II I 1 I III I 1.4 I I 3' GRAVEL ACCESS TRAIL A 28 24 1 20 16 12 r VD88 01 10 +00 STA 9 +00.0 N 425217.34 E 984320.69 WALL REFERENCE ALIGNMENT 8 6.63 DATE +00 11+00 B IBY I DORAU I DRAIV..4 STOCKMAN I I CAw U DICU-I JEF IB G(ED I I P APPROTED 60 MANHOLE STA 10+18.00 10 +00 39.50' RT OFFSET n0— 1 -MORI RINGW'0L. 12 +00 PROPOSED SURFACE WATER DITCH PROPOSE I WALL 1 525 LF 24' C ONE INCH AT FULL SCALE IF NOT SCALE ACCORDINGLY DN2191013P05704C-01 X 255 -2191 -013 !05.041 DATE FEBRUARY 2006 11 +00_ 10C 13+00 ERFORATED POE 0.1X' 12 +00 14400 D 24 DRAIN PIPc Strait of Juan de Fuca Strait o /'Juan de Fuca SITE BENCHMARK N 425079.06 E 984560.78 REFERENCE ELEV. 12.87 S60'03'TOT 113+00 MONITORING WELL-1 AL-WATER-Ilk -/00 110 -120 PROFILE (LOOKING SEAWARD) HORZ: 1' =40' VERT: 1 =4' PROPOSED DRAINAGE PIPE LOCATION (BEHIND WALL) 'PWR. /COMM. P.B. STA 12 +85.00 48.00' RT OFFSET 1 4 +00 I 15 +00 10 X CB X 30- °0- PLAN SCALE IN FEET 0 40 80 15+00 SRO KI TSAI. WAY suuE 2@ t OFOSn.0014 F.OF04795861 Inimparan1.11 Oren E 100 16 +00 TM. SCIENCES PWR. /CUMM. TRW' RT OFFSET 680' ELEC. COND. WATER LINE PWR. /C OMM. P.B 17 +00 PROJECT NAME F STA 16 +00.00 N 424867.90 E 984927.23 16 +00 It 2 PROPOSED 6'O .HOPE PIPE WATER P.B. EXISTING CATCH EVSI1 TO BE REMOVED/ 18+00 CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON TCH BASIN G z NOTE: 1. MHHW UNE IS AS DEFINED BY 2/15/05 NT SURVEY. I H FINAL PLANS FOR CONSTRUCTION 9 10- 2 mm 10/09/07 [EASING NO. 8 OF 13 DRAINAGE PLAN AND PROFILE C6 1 3 1 1 8 a s s s s S i Q I REN9ONS 1 I NOTE REASON A 9+76 Strait of Juan de Fuca 8 12 BEGIN WALL STA 10+00.00 34.00' RT J '11'41111111r( k ‘7' JO e J�L CLAY MOD. IDAIE IBY I .wo S! I DORAU MAROS I SWD I 5 DORAU I I MGnD WEST END PLAN SCALE IN FEET 0 5 10 C ONE INCH AT FULL SCALE. IF NOT. SCALE. 111:2D1 01 T04C -d5 255-2191-0 (05.04) WNl REFERENCE ALIGNMENT FEBRUARY 2006 MHHW UNE I :3 r 10+25 :2 0 525 LF 24' PERF. POL3 IWI W IE A CORTNGATED DRAIN PIPE 7 03 39.50' RT OFFSET (SEE PROFILE SHEET CO 40 PVC CON. PVC SCHD 40 PVC PIPE RT OFFSET ONO MVP MN S LUE 792 S IMIEFITOK 1 MOOR T.iRMSM R.1MA?Rli E PROJECT NAME F Strait of Juan de Fuca n r MHHiW LINE- WALL REFERENCE -I ALIGNMENT EAST END PLAN SCALE IN FEET 0 5 10 CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON G I H FINAL PLANS FOR CONSTRUCTION WALL END CONDITIONS PLAN 1 5 +75 NOTE: 1. WNW UNE IS AS DEFINED BY 2/15/05 NR SURVEY. @SYR IC/00/01 MEANING NO. 9 OF 13 C7 2 3 4 uui A ARMOR STONE END WALL 0 CLAY MODIFIED SOIL DAM PLACE AGAINST HOPE IMPERMEABLE GEOMEMBRANE AGAINST ROCK ARMOR B CORRUGATED POLYETHYLENE DRAINPIPE END CAP SECURE WITH RUBBER GASKET. STACK STONE AROUND RISER. C CONDUIT AND PRESSURE PIPE CONTINUE TO TOPE OF SLOPE k fi rl x- PULL BOX FOR CONTROL AND POWER E 4 Q I REVISIONS IDATE IBY I DE JKK IEO UMANV ONE INCH AT FULL SCALE. I I I I JK BUNCH NOT. SCALE ACCORDINGLY I I I IAF DN2191013POST04C -10 I I I JKB ED 2 55 -2191 -013 (05.04) n I I I I.EFRD,Ais uAT FEBRUARY 2006 r° y -36" DRILLED CAISSON WI SOLDIER PILE CORRUGATED POLYETHYLENE DRAIN PIPE 24" 0.1% SLOPE TO MANHOLE W/ 2 MITER 90 DEG ELBOW TO CLEAN -OUT RISER. A DRAIN RISER EAST END s SECTION i\ i NO SCALE TYP D -48" DRILLED CAISSON -48" DRILLED CAISSON Para metrIX sloe WTS.rwA• 000IA au aREMp1TCN. WA9IN6T01195I .SN.ATAa, F. SL 4N 91 E CONDUITS AND PRESSURE PIPE W/ GRAVEL BACK FILL FOR PIPE ZONE BEDDING F I G PULL BOX FOR CONTROL AND POWER CONNECTION TO FUTURE PUMP CONTROLLER CABINET r PRECAST MANHOLE TYPE 3 60" 1 SLOPE ARMOR STONE TO S AROUND MANHOLE 1 -PVC DRAIN PIPE B" W/ CAP GRAVEL BACK FILL FOR DRAINS GRAVEL BACK FILL FOR WALLS ROCK ARMOR CAP I H —36' DRILLED CAISSON WI SOLDIER PILE EIAMEE.RIMLI .N.Aro ENV95NIIENTALSAENCES PUMP MANHOLE WEST END SECTION 1j\ NO SCALE 1YP CORRUGATED POLYETHYLENE DRAIN PIPE 24" WI MANHOLE BOOT ADAPTER PROJECT NAME CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON -CLAY MODIFIED SOIL DAM PLACE AGAINST HDPE IMPERMEABLE GEOMEMBRANE AGAINST ROCK ARMOR FINAL PLANS FOR CONSTRUCTION DRAINAGE ELEVATIONS ARMOR STONE END WALL MHHW (6.63' NAVD88) BACK BEACH ELEVATION I OSSU 10 /00/07 DRAOINO NO. 10 OF 13 C8 2 3 4 C 1 I MODIFY NOTE s I V A L 1:1 PROPOSED SLOPE TO BE VEGETATED COVERED WITH EROSION CONTROL BLANKET (TOP SOIL MAY BE REQUIRED, SEE NOTES) ANCHOR TRENCH B —UPPER TIER ROCK ARMOR 12• MINUS COBBLE- GRAVEL 1:20 SLOPE DATE IBY I°I' I28MARO6I SWD I''1 BUNCH I I .E ..,cc.I I I I J(B `J I I i V .V,V,cJ HOPE IMPERMEABLE GEOMEMBRANE C PILE ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY DDN22I 61013P05T04C -10 255 2191 -013 (05.04) 63'm FEBRUARY 2008 WER AND CONTROL PULL BOX NEAR PUMP MANHOLE FOR FUTURE PUMP CONTROL CONNECTION. 2• C. PVC POWER CONDUIT 1) 'C. PVC CONTROL CONDUIT PUMP MANHOLE SECTION NO SCALE TYP PRESSURE PIPE TO EAST END OF WALL AND TOP OF SLOPE. CONDUITS RUN FROM MANHOLE TO AND PULL BOX D THEN TO EAST END AND TOP OF SLOPE. D 60' MANHOLE WSDOT TYPE 3 36• RING AND COVER, BOLT -ON ACCESS BLOCK OUTS FOR 24• DRAIN. 8. OVERFLOW. AND ELEC CONDUITS, D PRESSURE PIPE. RETAINING WALL DRAIN LINE ALONG WAIL. CORRUGATED POLYETHYLENE DRAIN PIPE 24• SLOPE 0 0.1% TO MNH AOLE INLET. (SEE PROFILE ON SHEET CO CLAY MODIFIED SOIL DAM (3 ABOVE NHHW) p�j j I. r I OLD �`C7C LII t N— M8 DRILLED SHAFT j\ 2 0 -0 036'd0• DRILLED SHAFT OVERFLOW DRAIN FROM MANHOLE. 8" PVC PPE TO BELOW MHHW. PLUG IN MH UNTIL WATER QUALITY IS DETERMINED. 32• -0• ONNit/P WAY r.�;. MHHW (6.63' NAVD88) PROJECT NAME F CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON G RETAINING WALL DRAIN UNE- CORRUGATED POLYEDMENE DRAIN PIPE 24' PERFORATED WITH GEOFPBRIC SILT SOCK. GRAVEL. BACKER/ FOR DRAINS 9-03.12(4) BED AND COVER PER MFGR. PROCEDURE -123PE MEMBRANE UPPER TIER ROCK ARMOR, 12" MINUS COBBLE- GRAVEL 0 CLAY MODIFIED NATIVE SOIL MATERIAL ACCORDING TO GEOTBGBIICAL RECOMMENDATIONS FOR A MINIMUM PERMEA&LIIY OF 10" -7 CM/SEC 3' MIN. ABOVE MHHW. DRAIN PIPE TYPICAL SECTION NO SCALE TYP rtiNANN:Wit7 1-1-1-1 3 -0' UI' C. SCHD 40 PVC CONTROL —2' C. SCHD 40 PVC POWER —Ur SCHD 40 PVC PRESSURE PIPE SWAB ALL PIPES FULL LENGTH AND PLUG. ADD PULL ROPES TO CONDUIT GRAVEL BACKFLL FOR PPE ZONE BEDDING. PRESSURE PIPE AND CONDUIT TYPICAL SECTION re1 NO SCALE m' CLAY MODIFIED SOIL DAM SECTION NO SCALE I H rrPLACE HOPE IMPERMEABLE i MEMBRANE AGAINST STONE GRAVEL BACKING MATERIAL MEMBRANE AGAINST WALL P TYP FINAL PLANS FOR CONSTRUCTION DRAINAGE SECTIONS AND DETAILS I 011012c 10/LC/I! DRAWN NO. 11 OF 13 C9 2 3 4 S B S r. a A I REVISIONS I C 1 NNW UNEI A I B TAPER SURFACE OVER 10' TO MATCH EXISTING GRADE DATE 1ST I I 1 1 I I I I DESIGNED I S. DORAU I DORAU 1� I 1 APPROVED DRAINAGE PIPE FROM ABOVE SLOPE ELECTRICAL CONDUIT. COMMUNICATION CONDUIT AND PRESSURE WATER UNE UPPER TIER ROCK ARMOR l 12 MINUS COBBLE END WALL STA 15 +58.00 34.00' RT ELEC /COMM PULL BOX ISOMETRIC PLAN NO SCALE MONITORING WE r C DRAINAGE PIPE BEHIND WALL AND CLEANOUT BEACH NOURISHMENT EXTEND NOURISHMENT. BACKBEACH BERM. TOE ARMOR, AND BEDDING STONE 20' PAST END OF WALL ONE INCH Al' FULL SCALE. IF NOT, SCALE ACCORDINGLY FILL NAM, DN2191013PO5T04C -05 X 255- 2191 -013 (05.041 GATE FEBRUARY 2006 0 UPPER TIER ROCK ARMOR 12 MINUS COBBLE OVER HDPE GEOMEMBRANE ELECTRICAL CONDUIT. COMMUNICATION CONDUIT AND PRESSURE WATER UNE Ogg Strait of Juan de Fuca BACKBEACH BERM MC NISSAN MIS SUITE NS BREMESTON.lyA91MGTON b, r. nom.. ..ease' E UPPER TIER ROCK ARMOR 1Y MINUS COBBLE OVER HDPE GEOMEMBRANE RETAINING WALL BEACH NOURISHMENT BACKBEACH BERM Strait of Juan de Fuca SCIENCES I F PROJECT NAME DRAINAGE PIPE BEHIND WALL ELECTRICAL CONDUIT. COMMUNICATION CONDUIT, ARMOR WATER UNE STONE FILL (12') EXTEND NOURISHMENT, BACKBEACH BERM. TOE ARMOR. AND BEDDING STONE 20' PAST END OF WALL CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON BEGIN WALL STA 10 +00.00 34.00' RT ISOMETRIC PLAN NO SCALE G MONITOR ELEC /COM PULL BOX 60' MANHOLE I H UPPER TIER ROCK ARMOR 1Y MINUS COBBLE TAPER SURFACE OVER 10' TO MATCH EXISTING GRADE MHHW UNE NOTE: 1. MHHW UNE IS AS DEFINED BY 2/15/05 Nil SURVEY. FINAL PLANS FOR CONSTRUCTION WALL END CONDITIONS ISOMETRIC ACCESS TRAIL S INTO SLOPE PE 1 2 3 4 I Dross 10/05/07 I DRAWNG NO. 12 OF 13 C 10 A I REVISIONS LEGEND QUANTITY A WALL REFERENCE AUGNMENT PROP.DSED STORM:DRAM I PLANTING AREA PLANTING AREA BOUNDARY PLANT SCHEDULE SCIENTIFIC NAME TREES 18' TALL BARE ROOT PLANTS 300 ACER MACROPHYLLUM 60 PICEA SITCHENSIS 180 PINUS CONTORTA V. CONTORTA 360 PSEUDOTSUGA MENZEISII 300 SAUX SCOULERIANA SHRUBS 18' TALL BARE ROOT PLANTS 1190 SYMPHORICARPOS ALBUS 1190 HOLODISCUS DISCOLOR 1020 RLIBUS PAtVIFLORUS \0 9 +00 I DATE 16Y B I BIG LEAF MAPLE STTXA SPRUCE SHORE PINE DOUGLAS FIR SCOULER'S WILLOW SNOWBERRY OCEAN SPRAY THIMBLEBERRY 10 +00 NAME I DESIGNED S ENSON DRANK I J. SWENSON JEAF u�cuacu 1J< E B O(LD I APPROVED COMMON NE I SIZE /CONDITION JEF 1 B' TALL BAREROOT 18' TALL BAREROOT 18' TALL BAREROOT 18' TALL BAREROOT 18' TALL BAREROOT 18' TALL BAREROOT 18' TALL BAREROOT 18' TALL BAREROOT PROPOSED WALL 0 C 1 I I NOT IN CONTR�G'f- p� i Ll I I I 7 '3 c -z I I III I :,-0 1 1 4 1' Io 11 I i o I ti -Sc 1 I w'l \I I I I I I I I 1 I I I I 1 PROP �Ep NEW R I NOT 1 I CONTRACT 11 1 c 1 1 I 1 1 NJ I\ 11 +00 0 12 +00 I SPACING (0) I0' 0.C. 10' 0.C. 10' 0.C. TO O.C. 10' 0.C. 5' O.C. 5' 0.C. 5' 0.C. ONE INCH AT FULL SCALE. IF NOT SCALE ACCORDINGLY TILE NAME BL2191013POSTO4L 01 X 255 2191 013 (05.04) DATE FEBRUARY 2006 Strait of Juan de Fuca Strait of Juan de Fuca 56 01)3Y0'E 0 PLAN SCALE IN FEET 40 D PROPOSED SURFACE WATER DITCH 80 E 13 +00 1 4+00 7 PLANTING AREA i Y BOUNDARY �1`a /30 .s. i i 01 1 I 1 -'jam N i 1 1 I I N N N 3700 ICIT.N•WAV SUITE sm T m r I O .1 F. NO 4 ...p...Mn..sen D' 0.C. 15 00 PROPOSED CATCH BASIN OD CD OD o o �I CD c PLANT SPACING DETAIL SCALE pm TYP ENGNEERNO. FLAMING .ENVIRONMENTAL 6CENCES PROJECT NAME F MHHW UNE-1 D PLANT SPACING ON CENTER (O.C.) CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES. WASHINGTON PROPOSED 6'0 HOPE PIPE EXISTING CATCH BASIN TO BE REMOVED H O z G PLANTING NOTES. 1. VERIFY ALL QUANTMES, MEASUREMENTS, AND SITE CONDITIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. ALL PLANT MATERIALS SHALL CONFORM IN SIZE AND GRADE TO THE 'AMERICAN STANDARD FOR NURSERY STOCK'. CURRENT EDRION, AND SHALL BE INSTALLED AND MAINTAINED AS PER SPECIFICATIONS. 3. UNIT FOOT TRAFFIC AND GENERAL DISTURBANCE TO SLOPE TO PREVENT EROSION. PLANTING SCHEDULE REQUIREMENTS: 1. BARE ROOT PLANTS SHALL BE PLANTED ONLY BETWEEN DECEMBER 1ST. 2006 AND MARCH 31ST, 2007 2. BEFORE PLANTING CAN OCCUR. SEEDED GRASSES IN THE PLANTING AREA SHALL BE WELL ESTABUSHED MIN. 6' TALL WITH 100% COVERAGE AND HERBICIDE SHALL BE APPLIED TO 30' DIA AREAS AROUND EACH PLANT. HERBICIDE SHALL BE APPLIED BY A UCENSED APPUCATOR BETWEEN JULY 15TH. 2006 AND AUGUST 31 2006 IN DRY WEATHER AND ACCORDING TO APPUCABLE LAWS. USE TEMPLATE TO PREVENT HERBICIDE OVERSPRAY. PLANTING PROCEDURE: 1. STAKE PLANTING LAYOUT PER PER THE SPACING DETAIL AND IN SINGLE SPECIES GROUPS OF 7 -12 PLANTS. 2. CUT A 12 12' X AT EACH PLANTING LOCATION. 3. DIG HOLE TO ALLOW ROOM FOR ROOTS AND PROPER DEPTH FOR ROOT CROWN TO BE A GROUND LEVEL 4. ARRANGE ROOTS IN HOLE SO ROOTS ARE PLUMB, NOT BENT, TWISTED OR CIRCLING. 5. BACKFILL WITH EXCAVATED SOIL MAKING SURE THAT THE PLANT IS SET PLUMB AND THAT THE ROOT CROWN IS SET JUST ABOVE GROUND LEVEL 6. WATER EACH PLANT IN THOROUGHLY TO ELIMINATE AIR POCKETS. ON CENTER -III III SPACING i ce 1 1 I 1 11 =III =1 r 11 —III 11- -111= 1 =11.1 1 =11-111E111—=111 N --:--111E111 11 �111E-111--T-=1 111 11 II 111\\� /i�� /i�� /i�� I 11 -111 1 Ii! I —111 =I 11111 \111_111 11 111_111 111 111- 111- 111= III III III \�i TOPSOIL (AS REVD) EXISTING SUBGRADE TEMP EROSION' CONTROL BLANKET PLANTING DETAIL DETAIL SCALE FINAL PLANS FOR CONSTRUCTION PLANTING PLAN LOCATE TOP OF ROOT FLARE ABOVE FINISHED GRADE APPLY HERBICIDE TO GRASS AROUND PLANT LOCATION PRIOR TO PLANTING GRASSES TYP H FINISHED GRADE I m'¢2 IO /OE /OT DRAVANG NO. 13 OF 13 L1 2 3 4 A I REVISIDNS A I B I C I D I PROJECT VICINITY ABERDEEN PORT ANGELES SHELTOT BREMERTON CENTRALIA CHEHALIS TACOMA VICINITY MAP KELSO GATE IBY I PtSGNED I DNA STOCKMAN I I I.n a `D I I IFPRDVEO <n< E I F PORT ANGELES L N FILL SLOPE STABILIZATION CITY OF PORT ANGELES, WASHINGTON DEPARTMENT OF PUBLIC WORKS PROJECT NO. 02 -21 EVERETT ONE INCH AT FULL SCALE. IF NOT SCALE ACCORDINGLY T DN 2 2 1 9 1013P05T04G -01 Joe 2R5- 2191 -013 (05.04) DATE FEBRUARY 2006 r,: r DIRECTOR OF PUBLIC WORKS AND UTILITIES: Glenn A. Cutler P.E. CITY ENGINEER: Gary W Kenworthy P.E. SOLID WASTE SUPERINTENDENT Tom McCabe INDEX TO DRAWINGS DWG NO. SHT NO. SHEET TITLE 1 G -1 COVER SHEET, MAPS. AND SHEET INDEX 2 G-2 LEGEND, ABBREVIATIONS AND NOTES 3 C -1 EARTHWORK /GRADING PLAN 4 C -2 WALL SITE PLAN AND PROFILE 5 C -1 WALL SECTION 6 C-4 WALL DETAILS 7 C -5 PANEL DETAILS 6 C -6 DRAINAGE PLAN AND PROFILE 9 C -7 WALL END CONDMONS PLAN 10 C -B DRAINAGE ELEVATIONS 11 C -9 DRAINAGE SECTION AND DETAILS 12 C -10 WALL END CONDMONS ISOMETRIC 13 L -1 PLANTING PLAN Parametrix 170010TSAP WAY SLUE 202 8REIIEAT011,wAS IND flat 2mm c. xomsael PRO.ECT NAME FAIRCHILD, INTERNATIONAL AIRPORT CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON G I H LOCATION MAP TO HURRICANE RIDGE PENINSULA COMMUNITY COLLEGE FINAL PLANS FOR CONSTRUCTION COVER SHEET 1 pro. 10100107 DRAWING NO. 1 OF 13 01 2 3 S i 41 A I RE s oIN5 1 I MODIFY NOTES 6 I F c A I B I MINIMUM EROSION CONTROL AND SEDIMENTATION CONTROL REQUIREMENT. THE FOLLOWING EROSON MD SEDIMENTATION CONTROL (ESC) NOTES APPLY TO ALL CONSTRUCTION STE ACTIVITIES AT ALL TIMES, UNESS OTMERYASE SPECIFIED ON THESE PLANS: 1. THE CONTRACTOR SHALL BE RESPONSSE AT ALL TIMES FOR PREVENTING MT-LADEN RUNCFF FROM DISCHARGING FROM THE PROJECT STE FAILURE BY THE CONTRACTOR CAN RESULT IN A RM. THE DESIGNATED TEMPORARY CONTACT PERSON MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24-HOUR BASS THROUGHOUT CONSTRUCTION AND UN11L THE PROJECT HAS BEEN COMPLETED AND ACCEPTED BY THE QTY. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION MAINTENANCE. REPLACEMENT, AND UPGRADING OF THESE FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE PAM, AND THE STE IS STABIUZID. A STABIUZ 11ON AND SEDIMENT TRAPPING. ALL EXPOSED AND UNWORKED SOILS. INCLUDING SOL STOCKPILES, SHNL BE STABILIZED BY SUZABIE APPLICATION OF BMPS WHICH PROTECT SOIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT AND FLOWING WATER. APPUCABLE PRACTICES INCLUDE, BUT ME NOT UNTIED TO, VEGETATIVE ESTABLISHMENT, MULCHING, P LASTIC COVERING, AND THE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. FROM OCTOBER 1 TO APRIL 30, NO SOILS SWILL REMAIN UNSTABIUZED FOR MORE THAN 2 OM. FROM MAY 1 TO SEPTEMBER 30, NO SODS SHALL REMAIN UNSTABIUZED FOR MORE THAN 7 DAYS. AT NJ. TIMES OF THE YEAR THE CONTRACTOR SHALL HAVE SUFFICIENT /AERIALS, EQUIPMENT, AND LABOR ON -SITE TO STABLLNZE AND PREVENT EROSION FROM AU. DENUDED AREAS WITHIN 12 HOURS AS SHE MID WEATHER CONDTIIONS DICTATE. 4 PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSRON BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS. SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BAPS 5. TIMING AND STABD.QATON OF SEDIMENT TRAPPING MEASURES. SEDIMENT PONDS AND TRAPS, PERIMETER DINES. SEDIMENT BARRIERS. AND OTHZR BMPS INTENDED TO TRAP SEDIMENT ON STE SHALL BE CONSTRICTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TALE PLACE. EARTHEN STRUCTURES SUCH AS DATA DIKES, AND DIVERSIONS SRN/ BE STABAJZED ACCORDING TO THE TILING N DICATED IN REM (1) ABOW. 6. CONTROLLING OFF -SHE EROSION. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT VMS SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORMY/ATER RUNOFF FROM THE DEVELOPMENT SITE BY THE IMPIEMENATION OF APPROPRIATE BMPS TO MINIMIZE ADVERSE DOWNSTREAM IMPACTS 7. STABILIZATION OF TEMPORARY CONVEYANCE CRANNIES AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED, AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED FLOW VELOCITY FROM A 2 -YEM FREQUENCY. 24 -HOUR DURATION STORM FOR THE POST DEVELOPMENT CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAMBANKS, SLOPES, AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BERG FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. AFTER PROPER WRITTEN APPLICATION, THE REQUIREMENT FOR INLET PROTECTION TAY BE WAIVED 6Y THE DIRECTOR ON A SITE- SPECIFIC BASIS WHEN THE CONVEYANCE SYSTEM DOWNSTREAM OF THE NIET DISCHARGES TO AN APPROPRIATE SEDIMENT CONTANMENT BMP AND THE CONVEYANCE SYSTEM CAN BE ADEQUATELY CLEANED FOLLOWING SITE STABILIZATION. 9. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTIITY UNES SHALL BE LIMITED, WHERE FEASIBLE, TO NO MORE THAN 500 FEET OF OPEN TRENCH AT MY ONE TIME. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF THE TRENCH. DEWATERING DEVICES SALL DISCHARGE TO AN APPROPRIATE SEDIMENT TRAP OR POND, PRECEDED BY ADEQUATE ENERGY DISSIPATION. PRIOR TO RUNOFF LEAVING THE SITE. 10. CONSTRUCTED ACCESS ROUTES. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD BY USE OF APPROPRIATE BMPS SUCH AS A STABILIZED CONSTRUCTION ENTRANCE. F SEGMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY. AS A MINIMUM. AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVFLNG OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SDDMENT DISPOSAL AREA. STREET WASHING SINE BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 11. REMOVAL OF TEMPORARY SAPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABIUZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR SABIIZED ON -SITE DISTURBED SOIL AREAS RESULTING FROM REMOVAL OF TEMPORARY BMPS SHALL BE PERMANENTLY STABILIZED. 12. DEWATERING CONSTRUCTION SITES. WATERING DEVICES SHALL DISCHARGE INTO AN APPROPRIATE SEDIMENT TRAP OR POND. DESIGNED TO ACCEPT SUCH A DISCHARGE, PRECEDED BY ADEQUATE ENERGY DISSIPATION, PRIOR TO RUNOFF LEAVING THE SITE. 13. CONTROL OF POLLUTANTS OTHER DAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND LEGALLY DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM OR SURFACE WATERS. POLLUTANTS OF CONCERN INCLUDE. BUT ARE NOT LIMITED TO, FUELS, LLIBPoGNDS, SOLVENTS, CONCRETE BYPRODUCTS. AND CONSTRUCTION MATERIALS. 14. INSPECTION. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE OWNER AND /OR CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SOT FENCES, STRAY BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 RS MAXIMUM POTENTIAL DEPTH. 15. MAINTENANCE ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MIPS SHALL BE MAMMA/ED ANA REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT ANY SUCH FACILITIES DAMAGED DURING FLOODS. STORMS, OR OTHER ADVERSE WEATHER CONDITIONS ARE IMMEDIATELY RETURNED TO NORMAL OPERATING CONDITION. I DNS IBY I S. OORAU 128MAR08I SYA) I th STOCKMAN I I I UEF I I I.LK I I I Ir C A ONE INCH AT FULL SCALE IF NOT, SCALE LEVY TICEITAM 91013P05T04G -01 .ut 2555 -2191 -013 (O5.O4)_ DATE FEBRUARY 2006 GENERAL NOTES: ABBREVIATIONS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY MOOT AND APWA AS ADOPTED BY THE CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS PADPW). 2. ANY REVISIONS TO THE ACCEPTED CONSTRUCTION PLANS SHALL BE REVIEWED AND APPROVED BY THE PADPW PRIOR TO IMPLEMENTATION IN THE FIELD. 3. THE CONTRACTOR SHALL MAINTAIN A SET OF THE ACCEPTED CONSTRUCTION DRAWINGS ON SITE AT AU. TIMES WHILE CONSTRUCTION IS IN PROGRESS. 4. -NOT USED- I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT AU. TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC FLOW ON EXISTING PUBUC ROADWAYS SHALL BE MAINTAINED AT ALL TIMES, UNLESS PERMISSION IS OBTAINED FROM THE PADPW FOR ROAD CLOSURE AND /OR DETOURS. L THE LOCATIONS OF EXISTING UTILITIES ON THIS PLAN IS APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTRACT THE 'UNDERGROUND LOCATE' CENTER AT PH: '1- 800 424 -5555, AND NON- SUBSCRIBING INDIVIDUAL UTNTY COMPANIES 48 HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PROVIDE FOR PROTECTION CF EXISTING UTILITIES FROM DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS 7. WALL DESIGN CRITERIA IS PER RECOMMENDATIONS OF THE GEOTEQINICAL REPORT CONTAINED IN APPENDIX B OF THE CONTRACT DOCUMENTS. OFS01 L OAL1& BACKS LOPE ANGLE: LEVEL ACTIVE PRESSURE: 30 POE (ABOVE DRILLED SHAFTS) ACTIVE PRESSURE 18 KT (BELOW DRILLED SHAFTS) PASSIVE PRESSURE 250 PCF SEISMIC PRESSURE: BIM (PCT) H HEIGHT CF WALL (FT) 8. CONTRACTOR SHALL FOLLOW THE PROVISIONS SET FORTH IN THE HYDRAUUC PROJECT APPROVAL DOCUMENT (APPENDIX E) AND THE PERMIT COMPLIANCE PLAN. GRADING NOTES: 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT CR DISCOVERY OF POOR SOILS. GROUNDWATER, OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 2. UNLESS OTHERWISE SPECIFIED, ALL EMBANKMENTS IN THE PLAN SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2- 03.3(14)6 OF THE WSDOT STANDARD SPECIFICATIONS. EMBANKMENT COMPACTIONS SHALL CONFORM TO SECTION 2- 03.3(14)C, METHOD B OF SAID STANDARD SPECIFICATIONS 3. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 95Z MAXIMUM DENSITY PER SECTION 2- 03.3(14)C, METHOD C OF WSDOT STANDARD SPECIFICATIONS. SLOPE RESTORATION NOTES: 1. IF REFUSE IS VISIBLE ON SURFACE AFTER EXCAVATION OF SLOPE, THE SLOPE SHALL BE OVEREXCAVATED 1 FOOT AND 1 FOOT OF TOPSOIL TYPE C SHALL BE SPREAD ON THE SURFACE OF THE SLOPE F REFUSE IS NOT VISIBLE, NO TOPSOIL IS REQUIRED. 2. -NOT USED- 3. DISTURBED SLOPE SHALL BE SIDED AND FERTILIZED PRIOR TO BEING COVERED WITH MN EROSION CONTROL BLANKET AND PRIOR TO PLACEMENT OF THE EROSION CONTROL ROLL DAM. 4. EROSION CONTROL BLANKET AND EROSION CONTROL ROLL DAM SHALL BE INSTALLED PER THE PLANS, SPECIAL PROVISIONS, AND MANUFACTURER'S RECOMMENDATIONS. E THE CONTRACTOR SHOULD EXPECT VARYING CONDITIONS WITHIN THE PROJECT SITE AND ANTICIPATE THE COSTS OF WORKING IN THESE CONDITIONS. WOO CTWYAY T. wasnall■ F. MAINS CB DIA EL OR ELEV FT OR HP INV L IF MH MAX MIN N STA 0+00 TIP CO IN OR HOPE LD S OPEC SD LAWN O.C. MW RT LT BET. PSI XXJOC 0 TYP GA PB HORIZONTAL DATUM: NAD 83/91 MHHW EL. 6.63 VERTICAL DATUM: NAND 88 MLLW EL. 0.43 t.f zdEEES PROJECT NAME F CATCH BASIN DIAMETER EAST ELEVATION FEET HIGH POINT INVERT ELEVATION LENGTH LINEAR FEET MANHOLE MAXIMUM MINIMUM NORTH STATION NUMBER TYPICAL CLEAN OUT INCITES HIGH DENSITY POLYETHYLENE LEACHATE DRAIN PERCENT CORRUGATED POLYETHYLENE PIPE STORM DRAIN MEAN HIGH HIGH WATER ON CENTER MONITORING WELL CENIERJNE RIGHT OFFSET LEFT OFFSET BOTTOM POUNDS -FORCE PER SQUARE INCH SLOPE HORIZONTAI_WERDCAL DIAMETER TYPICAL GAUGE PULL BOX DETAIL AND SECTION DESIGNATION 15123 STANDARD DETAIL CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHBNGTON INDICATES DEAL NUMBER TYPICAL DETAIL NO SOME INDICATES DRAWING/SHEET WHERE DETAIL IS REFERRED TO G LEGEND Sc SD- 0 -0 -0- -C 4 LD° LT d v PULL BOX NDICATES SECTION UTTER INDICATES DRAWING/SHEET WHERE SECTION IS SHOWN I H TOE ARMOR BACKBEACH BERM BEACH NOURISHMENT UPPER TIER ROCK ARMOR BEDDING STONE EXISTING MATERIAL FILL MATERIAL EROSION CONTROL BLANKET CONCRETE EXISTING CONTOUR ORIGINAL GRADE (CROSS SECTIONS) CENTER LINE OF SURFACE WATER cacti I CULVERT CLEARING UNITS MHHW LINE EXISTING STORM DRAIN SILT FENCE EXISTING GAS COLLECTION UNE EXISTING LEACHATE COLLECTION DRAIN LINE EXISTING LEACHATE TRANSMISSION DRAIN LONE DISRNG CLEANOUT COLLECTION LINE EXISTING CATCH BASIN PROPOSED CATCH BASIN GRAVEL CHECK DAM GROUNDWATER MONITORNG WELL PIPE CAP /PLUG TREE/PLANT DETAIL OR SECTION APPEARS ON THE SAME DRAWING/SHEET INDICATES SECTION LETTER• TYPICAL SECTION NO SCALE INDICATES DRAWING/SHEET SECTION IS REFERRED TO FINAL PLANS FOR CONSTRUCTIc LEGEND, ABBREVIATIONS NOTES EWE. 10/0)/07 DRAMING NO. 2 OF 13 G2 2 4 A I B WALL REFERENCE ALIGNMENT 9.00 10+00 I 3' 00 L 60' MANHOLE ACCESS TRAIL 1 1I II o 1 II I I NDTo\ro L I i ,D I D,, SURF WATER DIR71 f STA. 12+69 OFFSET 154.62 RT PROPOSED tEPLACENENT 120 eg• GTCN 30� R 1 5 INCA CONSTRUCTION BG FINISHED vE OVER PIPE 4 0 0 N /t i -200 -160 20 -80 10A1E IBY I DES ELKIND I I I DKA 17. 4 STOCKMAN I I I GA tu .:,ILLKW I I I Ji C'LD I I I JEF R DRAINAGE PIPE SECTION S AT', U 37' —4o 0 MHHW UNE ONE INCH AT SUL SCALE. NOT. SCALE ACCORDINGLY T ON 191013P05T04C -04 X 255- 2191 -013 F05 041 DATE FEBRUARY 2006 D� WA TER UIE 6'0 HOPE 2S SI.OPE 1=14 24 01201 III D Strait of Juan de Fuca PROPOSED L E Strait off,, J 34 Fiery C 34.00' ITT OFFSET 7 ___.4t., 12 +00 560D3'IO E D CO HOPE 13+00 PIPE END SSTA. E B OFFFSET 23.00 7 AN 3.15 /11- 13+00 14+00__ y 15+00 s1 3 0 yeunnn G WEL 0 90— 0 0 tu- 1+0 9L AF PLAN SCALE IN FEET 50 100 8700 NI ISM WA. aunt xm 9PE� Pn(O, WA91NG101 T 001 .mom+ GRAVEL CHECK DALE ET •14+09 OFFSET 151.73 RT E -MHHW LINE GRAVEL CHECK DIM STA. 15+59 OFFSET 146.54'RT ELEC. COND. WATER UNE ITAL xc,FPc93 F I G PROJECT NAME 6 4 HOPE PIPE BOA STA 15464 0(1750T 34.00 ITN 2.28 16 +00 CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON 'AU'S.', TO BE REIION05 SURF 6+109 061n, C ST 16.52 L PROPOSED CATCH CRAWL CHECK DAM 131.00 RT STA. 15 +775 STA ))5 +96 OFFSET 14833 RT OFFSET 144.79 RI TIN. 1115 V a NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE SRT FENCE STA. 15+70 TO OFFFSET 60,00 RT TO 90.00 ITT JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. I I II I I 6' MAX I POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: CONTRACTOR SHALL CONSTRUCT A BERM ON THE BEACH TO PREVENT SEA WATER FROM ENTERING ANY TRENCHES CONSTRUCTED ON THE BEACH. THE BERM SHALL BE OF SUFFICIENT HEIGHT TO PREVENT THE MAXIMUM TIDE AND WAVE ACTION EXPECTED DURING THE CONSTRUCTION DURATION FROM ENTERING THE TRENCH. SILT FENCE DETAIL NO SCALE ALTER FABRIC 2•x2• BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED MINIMUM 4 x4 TRENCH CONSTRUCTION AREA BACKFILL TRENCH WITH NATIVE SOIL OR 3/4' -1 1/r WASHED GRAVEL I H 2 WOOD POSTS, STEEL FENCE POSTS, REBAR OR EOUNALFNT iii -I ITO FINAL PLANS FOR CONSTRUCTION EARTHWORK GRADING PLAN I D.PCe 10/09/87 DRAWING 140. 3 OF 13 Cl 2 3 I —0 z/ I P POSER STORM_DRAI 1p IIN CONTRACT t I I III a/f -7/ I I I I 1 I I �.1 II I I I 10 4 i I I1 E PROPOSED !bit ROAD NOT I COI tr 0 1 1 I I I 1 1 I I J 1 Q I MASONS ROT. OF WALL ELEV. 6.63 A I 6.63 28 20'- 4 WM NAVD88 0 10+OD STA 9 +00.0 N 425217.34 E 984320.69 WALL REFERENCE ALIGNMENT IOATE +00 1.4x•• MANHOLE MONITORING 'HEEL 91.1 I 22. 3 B 3 GRAVEL ACCESS TRAIL 10 +00 24" DRAIN PIPE ti/� 111 h 60" MANHOLE 11 +00 Aa L- MO4LTORING K 1 I l l /1 j 1 117/ 11 +00 I DE S DORAU I V. STOCKMAN I .IE ca5cucw CHECKED UKB JEF RDOED 12 +00 MONITORING WELL --N. C PROPOSED SURFACE WATER DITCH PROPOSED PILE 34.00' RT OFFSET LINE 0 558 LF 14 +00 1 0 5 0 WALL T S i 30- ✓Y.,WATER -NNF mod(' 13+00 ONE INCH AT FULL SCALE. NOT. SCALE ACCORDINGLY TIEE DNN21191013P05T04C -01 X 25 5 2191 -013 (05.041 DATE FEBRUARY 2006 Strait of Juan de Fuca 1 2 +00 PROFILE HORZ: 1 =40' VERT: 1 =4' D SITE. BENCHMARK N 425079.06 E 984560.78 REFERENCE ELEV. 12.87 S60'03'10"E MONITORING WELL 90 100 .110 -120 0 14 +00 Strait of Juan de Fuca PROPOSED DRAINAGE PIPE LOCATION (BEHIND WALL) PWR. /COMM. P.B. -0 STA. 12 +05.00 48.00' RT OFFSET 13 +00 TO PLAN SCALE IN FEET 130_ 40 80 CLEAN-OUT- FT I I 15 +00 16 +00 SUIT PS 'SAP WAY SUITE 202 B EM MERTON WANES TON NN 177 OTN .NO,NEiN B 0lr 0 In °n EERIIN. NAMING. 011111101011147.1. SCIENCES MHHW LINE 1 680' ELEC. COND. At WATER LINE 17 +00 PROJECT NAME F ETA 16 +00.00 N 424867.90 E 984927.23 18 +00 CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON 1 CH BASIN G 16 +00 PROPOSED 6 "0 HDPE PIPE ��N 7 r> i EXISTING CATCH BASIN t\--. TO BE REMOVED, N. I H SEE SHEET C4 FOR PILE LOCATION SCHEDULE. ©PRIMARY PILE INDEX °SECONDARY PILE INDEX NOTE: 1. MHHW UNE IS AS DEFINED BY 2/15/05 NB SURVEY. 2. MONITORING WELLS ARE TO REMAIN. IF DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF REPLACEMENT. 3. SIZE BENCHMARK MONITORING WELL e1 REFERENCE ELEVATION 12.87 FINAL PLANS FOR CONSTRUCTION WALL SITE PLAN AND PROFILE 10 I DIME! 50/05107 1 DRAWING NO. 4 OF 13 C2 2 3 1 Q S S 1 I MODIFY NOTES I A 'DALE IBY I ULSenyoRAu I 28MAR06I SWD IS DORAU I I I I IJ(R I I I ,"D"ED B 1 1:1 PROPOSED SLOPE TO BE VEGETATED COVERED WITH EROSION CONTROL BLANKET (TOP SOIL MAY BE REQUIRED, SEE NOTES) r ANCHOR TRENCH t EROSION CONTROL ROLL DAM TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS INSTALL AT ELEVATIONS 45.0 AND 95.0, 670 IF EACH. (CENTER ON NEWLY GRADED AREA) /r j j CROUfAGg /`ARGUE D CA�INC� \�j 'ham. BORON OF CASING 3. /7M „,p i CONDUIT AND PRESSURE PIPE 6' STEEL CASING 9/ MONUMENT CAP EL 26.5 -2. PVC BLANK W/ CAP HOPE IMPERMEABLE 1 GEOMEEMBRA NE K SEE DETAILS /j f 020 COI.O D0� \ILOWER 5) 'SR CK SAND I 1 ONE INCH AT FULL SCALE. 1F NOT, SCALE ACCORDINGLY 013P05T040 -02 255- 2191 -013 (05.04) FEBRUARY 2008 NET. BACIlF0.1 I DRAIN PIPE ATION VARIES; (SEE PROFILE 'l ON SHEET C6) v� WALL SECTION 1/4• =1'-0' 1:20 SLOPE I T O 0.074 SLOPE D oROCk AR 2- MIN AvE t MINUS S c COBBLE GRAVEL/ ENT CONCRETTEEPANEL e SEE DETAILS C5 038'x20' DRILLED SHAFT VI/400 pai CONCRETE SEE DETAILS MAC .0 COM W/ STEEL SECTION e A `''l5 W/ coAL TM EPDXY CW 6ENrONRE SL UE SEE DETAILS I C4 3S MAX. EROSION CONTROL BLANKET DETAIL NO SCALE CLAY MODIFIED SOIL DAM EENH+PEAY RAE= xpEEpltlt i. T ,.s IUtl umo,. ssmu xw BACIDFACH BERM 12' MIN US COBB t G�VEL- jl..' J/ -41"4 1�'�" .�1 o \J l I IT) O O c .r: Sorg ibi t Wes°' CON i\ -•I 32' 0' (SEE PILE SCHEDULE ON SHEET C4) L PROECT NAME F MHH4 (6.63' NAVOBB) CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON G EROSION CONTROL BLANKET PLACEMENT DETAIL NO SCALE TYP H SEE SHEET LI FOR LANDSCAPING PLAN. NOTE: L 1. PLACEMENT OF EROSION CONTROL MARKET SHALL ONLY BE AFTER PLACEMENT OF SEED AND FERTILIZER. PLACEMENT SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 2 EROSION CONTROL BLANKET SHALL BE @STALLED FROM TOP OF SLOPE DOWN BY ANCHORING THE BLANKET N A 6 INCH DEEP BY SIX INCH WIDE TRENCH WITH TWELVE INCHES OF BLANKET EXTENDED BEYOND THE UP- SLOPE BLANKET SHALL BE STAPLES� AK TWELVE INCHES APART N THE BOTTOM MO O THE A T ENC H. TRENCH SHALL BE BACKRL ED AND COMPACTED AFTER STAPLING. SEED SHALL BE APPUED TO COMPACTED SOIL AND REMAINING TWELVE INCH PORTION OF BLANKET SHALL BED FOLDED BACK OVER SEED AND COMPACTED SOIL BLANKET SHALL BE SECURED OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED TWELVE INCHES APART ACROSS THE WIDTH OF THE BLANKET. 3. BLANKETS SHALL BE ROVED DOWN THE SLOPE. ALL BLANKETS SHALL BE SECURELY FASTENED TO THE SOIL SURFACE BY RACING STAPLES/STAKES IN LOCATIONS AS SHOWN ON THE PLANS. 4, THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH A MINIMUM OF TWO INCHES OF OVERLAP OR AS RECONAENDED BY MANUFACTURER. 5. CONSECUTIVE BLANKETS SHALL BE SPLICED END OVER END (SHINGLE STYLE) WITH A MINIMUM OF THREE INCHES OF OVERLAP STAPLES SHALL BE PLACED THROUGH OVERLAPPED AREA AT A TWELVE INCH SPACING ACROSS THE ENTIRE BLANKET WIDTH. 6, IN FIRM SOIL CONDMONS, STAPLES OR SINES 93 41 BE A MINIMUM OF SIX INCHES IN LENGTH. IN LOOSE SOIL CONDITIONS. STAPLES OR STAKES SHALL BE A MINIMUM OF 12 INCHES N LENGTH OR AS NECESSARY TO PROPERLY SECURE THE BLANKETS. 7. IF REFUSE IS VISIBLE ON SURFACE AFTER EXCAVATION OF SLOPE. THE Q SLOPE SHALL BE OVEREXCAVATED 1 FOOT AND 1 FOOT OF TOPSOIL TYPE C SHALL BE SPREAD ON THE SURFACE CURE SLOPE. IF REFUSE IS NOT VISIBLE, NO TOPSOIL IS REQUIRED. B. GRAVEL BACKFILL MATERIAL SHALL MEET THE RECUREYENIS OF W5DOT STANDARD SPECIFICATIONS SECTION 9- 03.12(2). FINAL PLANS FOR CONSTRUCTION WALL SECTION I WI= Iona /as CRANING NO. 5 OF 13 C3 2 3 4 4X14:3. G# 11151111: :47JtE.MIL7< r.IYS:Cii�("�■ Vt.Y14:3::T #111. 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EPDXY COATED 405' O.C. COATED B C4 PANEL SECTION t (0 I 0 5 7% +1 I" !DATE IBY I S. DORAU I 28ILAR06I SCUD I'"'s DORAU I I I.I� I I I B I I.4AWED LIFTING HOOK, TYP SEE DETAIL e 84 45' TYP L -2'-4' EPDXY. COATED 8 O.C. EPDXY COATED /6 0 9" O.C. EPDXY COATEI C ONE INCN AT FULL SCALE. IF NOT. SCALE ACCORDINGLY D� .IO9 N2191013P05T04C -03 255-2191-013 (05.041 OAIE FEBRUARY 2006 0 0' -6" 1/2' =I LIFTING HOOK DETAIL D Rae CAM, ma mint ma SheN61GIN T.>myeIDM F. ielNiH E NERCO PROJECT NAPE F CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON G I H CONCRETE AND RELATED ITEMS: (THE FOLLOWING NOTES APPLY ONLY TO THE CONCRETE WORK FOR THE PRECAST WALL PANELS) 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF WSDOT 2006 A STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5.000 PS AT 2. 28 OATS. CONCRETE PANELS SHALL HAVE A SMOOTH CLASS 2 SURFACE FINISH. 3. CONCRETE REINFORCING STEEL SHALL BE EPDXY COATED AND OF DOMESTIC 4. MANUFACTURE AND SHALL CONFORM TO THE REQUIREMENTS OF ASIM A615, GRADE 60. DETAILING OF CONCRETE REINFORCEMENT Alm ACCESSORIES SHALL BE IN 5. ACCORDANCE WITH AG PUBUCATION 315. PROVIDE NO CHAMFER ON EDGES OF PRECAST WALL PANELS 8. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 1.5' UNLESS NOTED 7. OTHERWISE. DO NOT IMPOSE SERVICE LOADS (1.e. BACKF91. TRUCKING, ETC.) UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED MINIMUM COMPRESSIVE STRENGTH. WELDING OF REINFORCING BARS AND UFETNG HOOKS SHALL NOT BE PERMITTED. 9. UFING HOOKS ON SIDE OF PANEL SHALL BE REMOVED FLUSH WITH PANEL 10. EDGE PRIOR TO PLACEMENT OF PANEL. LIFTING HOOKS ON TOP OF PANEL SHALL REMAIN AFTER PLACEMENT. PRECAST WALL PANELS SHALL Fa BE FABf6CATED AT THE PORT ANGELES 11. LANDFILL FINAL PLANS FOR CONSTRUCTION PANEL DETAILS I e..e: 10/02/OT ORAWNO NO. 7 OF 13 C5 2 Q I REVISIONS A I A ED! �I 4 OT�I� C E ROAD ACT 1 1 I I 6.63 28 24 20 16 12 4 QOM NAVD88 0 10+00 STA 9 +00.00 N 425217.34 E 984320.69 WALL REFERENCE ALIGNMENT IOA1E +00 IBY I I .I I I I I I B C 60' MANHOLE STA. 10+18.00 39.50' RT OFFSET t1 +oo Nvd PF'IPOSED STORN.DRAIN ‘PtIC IIN CONTRACT I I I I I I -7 II I I V I 0I I rr I 11 �V I II t II 1 1 1 1 1 10 +00 DESIGNED D ORAU onwnN V. STOCKMAN I DILUAtO I j(g LM I PROVED 11 +00 12 +00 PROPOSE t WALL-1 24' DRAIN PIPE _HPL 8 'kPk1&r Su PROPOSED SURFACE D WATER RCH 525 LF 24' IiERFORATED PPE 0' 0:1% 1 13+00 ONE INCH AT FULL SCALE. IF NOT. SCALE ACCORDINGLY L 0142191013P05T04C -01 X 255 -2191 -013 (05 041 NO GATE FEBRUARY 2006 Strait of Juan de Fu SITE BENCHMARK N 425079.06 E 984560.78 REFERENCE ELEV. 12.87 12+00 S60103'10'E 13 +00 MONITORING WELL- I 14+00 D PROFILE (LOOKING SEAWARD) HORZ: VERT: 1 Strait of Juan de Fuca PROPOSED DRAINAGE PIPE LOCATION (BEHIND WALL) 1 /COMM. P.B. —0 I ETA 12 +R5.00 48.00' RT OFFSET YO 100 110 120 0 PLAN SCALE IN FEET 40 15+00 80 5700 wvAr 111nrt zm EREMER701. WASHINGTON 11(01 0N .7.001 F amm.511111 wwy..,riamn I E I 14 +00 15 +00 cu cA OO 16 +00 PWR. /LU11_e. "0' RT OFFSET 680' ELEC: COND. WATER LINE PWR. /COMM. P 17 +00 PROJECT NAME F 15 +00 WATER P.B. STA 16 +00.00 N 424867.90 E 984927.23 18+00 CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON BASIN E%IS11NG CATCH BAST TO BE REMOVED/ 2 PROPOSED 10 6.0 HOPE PIPE 2 i G z NOTE: 1 MHHW UNE IS AS DEFINED BY 2/15/05 NTI SURVEY. I H FINAL PLANS FOR CONSTRUCTION DRAINAGE PLAN AND PROFILE 10 I IMMIX 10/09/07 ORAYANG NO. 8 OF 13 C6 3 p I REN90N5 1 I NOTE RENSION A 9 +7s Strait of Juan de Fuca to B 7 WEST END PLAN SCALE IN FEET 0 5 10 C [DAME IBY I ,.a UORAU ONE INCH AT FULL :SCALE. 1 28MAR08 I SWD I "I. DORAU IF NOT, SCALE AC JLY I 1 Iwo Oq(EC 7I 0 TTEx Di -05 I I I A 255 -2191 -013 05.041 I I I D FEBRUARY 2008 WALL REFERENCE ALIGNMENT i—MHHW UNE 10+25 D LNOPIHPNE WEISE Lo LaICilla R �>V� u I E 48.00 LLtCENCED I F PRO,ECT MAZE 15 +50 F Strait of Juan de Fuca MHHW LINE 5•IF CO' TED DRAIN 9.50' SHEET 11%--AVEN AL 1Y' SGHO CON. SCHD 40 PVC Ali STA 15 +33.00 NUN C.O. 00 B OF I- c LI PB 7 1 2 4 Ygi EAST END PLAN SCALE IN FEET 0 5 CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON END WALL STA 15 +58.00 34.00' RT 10 WALL REFERENCE ALIGNMENT I H 15+75 NOTE: 1. 1LHHW UNE IS AS DEFINED BY 2/15/05 NB SURVEY. FINAL PLANS FOR CONSTRUCTION WALL END CONDITIONS PLAN N I NNE. I0/00'0'I I DRAWNO NO. 9 OF 13 C7 1 2 3 4 P 0 C4 61 Imo% A I REVISIONS 8 o I A ARMOR STONE END WALL I CLAY MOXAED SOIL DAM PLACE AGAINST HDPE IMPERMEABLE GEOMEMBRANE AGAINST ROCK ARMOR B 0 CORRUGATED POLYETHYLENE DRAINPIPE END CAP SECURE WITH RUBBER GASKET. STACK STONE AROUND RISER. DRAIN RISER EAST END SECTION NO SCALE TYP C CONDUIT AND PRESSURE PIPE CONTINUE TO TOPE OF SLOPE (DATE IBY I DE JKB UNAAN ONE INCH AT FULL SCALE. I I I JK BUNCH NOT. SCALE ACCORDINGLY I I .EF T DN22T91013PD5TO4C -10 I I I SI CI'W X 2 55 2191 -013 (05.041 I .EEFRDVI.O WAIF FEBRUARY 2006 PULL BOX FOR CONTROL AND POWER CORRUGATED POLYETHYLENE DRAIN PIPE 24' 0 0.1% SLOPE TO MANHOLE W/ 2 MITER 90 DEG ELBOW TO CLEAN -OUT RISER. D 1 Sloe 0113AP WAY MATE NM BREYEATOI. WASINGTOI 9631 ..0.m ao1 9 BmOIL. E -48 DRILLED CAISSON -48' DRILLED CAISSON CONDUITS AND PRESSURE PIPE W/ GRAVEL BACKFILL FOR PIPE ZONE BEDDING PULL BOX FOR CONTROL AND POWER CONNECTION TO FUTURE PUMP CONTROLLER CABINET -36' DRILLED CAISSON -36' DRILLED CAISSON W/ SOLDIER PILE W/ SOLDIER PILE F G NO SCALE PRO.ECT NAME L PUMP MANHOLE WEST END SECTION PRECAST MANHOLE TYPE 3 60' ,PRECAST ARMOR STONE TO 3' AROUND MANHOLE TYP CORRUGATED POLYETHYLENE DRAIN PIPE 24' W/ MANHOLE BOOT ADAPTER CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON .PVC DRAIN PIPE B' W/ CAP CRAVEI BACKFILL FOR DRAINS GRAVEL BACKFILL FOR WALLS ROCK ARMOR CAP -CLAY MODIFIED SOIL DAM PLACE AGAINST HDPE IMPERMEABLE GEOMEMBRANE AGAINST ROCK ARMOR H FINAL PLANS FOR CONSTRUCTION DRAINAGE ELEVATIONS MHHW (6.63' NAVD88) `BACK BEACH ELEVATION ID9M. 10100107 DRAMNG NO. 10 OF 13 C8 2 3 4 A I 1 I MODIFY NOTE A 1:1 PROPOSED SLOPE TO BE VEGETATED COVERED WITH EROSION CONTROL BLANKET (TOP SOIL NAY BE REQUIRED, SEE NOTES) ANCHOR TRENCH B BEACH NOURISHMINT 3 MINUS COBBLE 1:20 SLOPE IDAME BY I uEs I28MAROBI SW) I I PUN(HH I I I, I I I I I /4"O"•" —UPPER TIER ROCK ARMOR 12 MINUS COBBLE- GRAVEL HOPE IMPERMEABLE GEOMEMBRANE N 1 C WER AND CONTROL PULL BOX NEAR PUMP MANHOLE FOR FUTURE PUMP CONTROL CONNECTION. 2' C. PVC POWER CONDUIT 1K PVC CONTROL CONDUIT ONE INCH AT FULL SCALE' IF NOT. SCALE ACCORDINGLY DN -10 4 2N- 2191 -013 (05.04) FEBRUARY 2008 PRESSURE PIPE TO EAST END OF WALL AND TOP OF SLOPE. CONDUITS RUN FROM MANHOLE TO PULL BOX AND THEN TO EAST END AND TOP OF SLOPE. PILE Q DRILLED SHAFT •38 DRILLED SHAFT PUMP MANHOLE SECTION NO SCALE TYP 60 MANHOLE WSDOT TYPE 3 38• RING AND COVER. BOLT -ON ACCESS BLOCK OUTS FOR 24• DRAIN. 8. OVERFLOW. ELEC CONDUITS. MID PRESSURE PPE. RETAINING WALL DRAIN UNE HANG WALL CORRUGATED POLYETHttFNE DRAIN PIPE 24• SLOPE 0 0.1% TO MANHOLE DAEF, (SEE PROFILE ON SHEET CA3) CLAY MODIFIED SOL DAN '7` (3' ABOVE NIAHW 20'-0 D P I T OE ARM6� OLD \_.J OVERFLOW DRAIN FROM MANHOLE. B PVC PIPE TO BELOW MHHW. PLUG IN MH UNTL WATER QUALITY IS DETERMINED. 32'-0 MOWS* MT EMBREIVON, 1 F. SOara.1 F. i1C.11MAN1 E MAROON WNW &83' NMVD88) PROJECT NAME F CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES. WASHINGTON -421PE MEMBRANE UPPER TIER ROCK ARMOR. 12• MINUS COBBLE- GRAVEL CLAY MODIFIED NATIVE SOIL MATERIAL ACCORDING TO GEOTSC1*NICAL RECOMMENDATIONS FOR A LW4NUM PERMEABILITY OF 1 0" -7 CM/SEC 3' MN. ABOVE MHHW. 3 G RETAINNG WALL DRAIN LINE CORRUGATED POLYETHYLENE DRAIN PIPE 24' PERFORATED WITH GEOFABRIC SILT SOCK GRAVEL BACKFIU. FOR DRAINS 9- 03.12(4) BED AND COVER PER WM. PROCEDURE NO SCALE DRAIN PIPE TYPICAL SECTION 1Z C. SCHD 40 PVC CONTROL —2' C. SO10 40 PVC POWER —1$• SCHD 40 PVC PRESSURE PIPE SNOW ALL PIPES FULL LENGTH MD PLUG. ADD PULL ROPES TO CONDUIT PRESSURE PIPE AND CONDUIT TYPICAL SECTION n NO SCALE TYP PLACE HOPE IMPERMEABLE MEMBRANE AGAINST STONE GRAVEL BACKING MATT38AL (NO MEMBRANE AGAINST WALL PANELS.) CLAY MODIFIED SOIL DAM SECTION NO WALE T'IP FINAL PLANS FOR CONSTRUCTION DRAINAGE SECTIONS AND DETAILS H DRAWND NAIL 11 OF 13 C9 3 4 2 1 B S O W�L x E L I REMSONS S I Z. I s I MHHW UNE J A I B I C I O I E I TAPER SURFACE OVER 10' TO MATCH EXISTING GRADE DRAINAGE PIPE FROM ABOVE SLOPE ELECTRICAL CONDUIT, COMMUNICATION CONDUIT AND PRESSURE WATER UNE r UPPER TIER ROCK ARMOR 12' MINUS COBBLE. END WALL STA 15 +58.00 34.00' RT r ELEC /COMM PULL BOX ISOMETRIC PLAN NO SCALE DRAINAGE PIPE BEHIND WALL AND CLENOUT MONITORING WELL BEACH NOURISHMENT EXTEND NOURISHMENT, BACKBEACH BERM, TOE ARMOR, AND BEDDING STONE 20' PAST END OF WALL I "si DORAU I I D 17 ONE INCH AT PULL SCALE. S. DORAU NOT. SCALE ACCORDINGLY I JLEAF LnLl+4J ITT DN I 21191013P05TO4C —OS 011 .31.1 NO. J(B 0(LD 255- 2191 -013 (05.041 I S DATE FEBRUARY 2006 RETAINING WALL UPPER TIER ROCK ARMOR 12 MINUS COBBLE OVER HDPE GEOMEMBRANE ELECTRICAL CONDUIT, COMMUNICATION CONDUIT AND PRESSURE WATER LINE Strait of Juan de Fuca BACKBEACH BERM UM 202 I IENERTON. WASHINGTON NW 380.377 0014 E. SW !WW1 iNft RETAINING WALL UPPER TIER ROCK ARMOR 12' MINUS COBBLE OVER HDPE GEOMEMBRANE BEACH NOURISHMENT BACKBEACH BERM Strait of Juan de Fuca ENGNEERRIO. PLMINIO. ENVIROIMDITAL SLENLES PROJECT NAME DRAINAGE PIPE BEHIND WALL F I ELECTRICAL CONDUIT, COMMUNICATION CONDUIT, WATER UNE EXTEND NOURISHMENT, BACKBEACH BERM. TOE ARMOR, AND BEDDING STONE 20' PAST END OF WALL CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON BEGIN WALL STA 10 +00.00 34.00' RT -1 ISOMETRIC PLAN NO SCALE ARMOR STONE FILL G I TAPER SURFACE OVER 10' TO MATCH EXISTING GRADE NOTE: 1. MHHW LINE IS AS DEFINED BY 2/15/05 NTT SURVEY. FINAL PLANS FOR COr!STRUCTION UPPER TIER ROCK ARMOR 1 2 MINUS COBBLE MHHW UNE WALL END CONDITIONS ISOMETRIC H ACCESS TRAIL CUT INTO SLOPE I Loom 10/00/07 DRANNG NO. 12 OF 13 C1 2 3 A 9 I r PROPOSED STORM RNN I NOT IN CONTR*2T- O` i 1 1 1 1 I 11 1 i I 1 1 I I 1 1 1 1 /1 i PRORI NOT( o 1 I 1 N I I LEGEND QUANTITY 300 60 180 360 300 1190 1190 1020 11 PLANTING AREA WALL REFERENCE ALIGNMENT PLANTING AREA BOUNDARY PLANT SCHEDULE SCIENTIFIC NAME TREES 18' TALL BARE ROOT PLANTS ACER MACROPHYLLUM PICEA SITCHENSIS PIWUS CONTORTA V. CONTORTA PSEUDOTSUGA MENZEISII SNJX SCOULERIANA SHRUBS 18' TALL BARE ROOT PLANTS SYMPHDRICARPOS ALBUS HOLODICUS DISCOLOR RUBUS PARVIFLORUS !DATE B `Y..' ¢�:r_pQ y... X30 ter, r� ham, PUNTING AREA j r., i �11 I I I w a )4V 1 II BOUNDARY I /till IBY I COMMON NAME BIG LEAF MAPLE SAM SPRUCE SHORE PINE DOUGLAS F1R SCOULER'S WILLOW SNOWBERRY OCEAN SPRAY THIMBLEBERRY I J I DRAIJ. SWENSON 1 JEF I J(B LD I PPROVED I SIZE/CONDITION PROPOSED WALL 0 C 11 +00 N I SPACING (D) 18' TALL BAREROOT 10' O.C. 18' TALL BAREROOT 10' O.C. 18' TALL BAREROOT 10' O.C. 18' TALL BAREROOT 10' O.C. 18' TALL BAREROOT 10' O.C. 18' TALL BAREROOT 5' O.C. 18' TALL BAREROOT 5' O.C. 18' TALL BAREROOT 5' O.C. ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY TI L2191013POSTO4L -01 ADS 55- 2191 -013 (05.041 DATE FEBRUARY 2006 Strait of Juan de Fuca S E PLAN SCALE IN FEET 0 40 D Strait of Juan de Fuca 80 13 +00 PROPOSED SURFACE WATER DITCH I E 0 D' O.C. PLANT SPACING DETAIL SCALE 15 00 EMS.. NAN INO .ENVIRONMENTAL SCENES! PROPOSED CATCH BASIN 0,'.'0) 0 cb n TYP PROJECT NAME F MHHW UNE 16 +00 D PLANT SPACING ON CENTER (O.C.) 2 PROPOSED 6'S HOPE PIPE EXISTING CATCH BASIN TO BE REMOVED a o CITY OF PORT ANGELES PORT ANGELES LANDFILL SLOPE STABILIZATION PORT ANGELES, WASHINGTON G PLANTING NOTES: 1. VERIFY ALL QUANTITIES, MEASUREMENTS, AND SITE CONDTOONS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. ALL PLANT MATERIALS SHALL CONFORM IN SIZE AND GRADE TO THE 'AMERICAN STANDARD FOR NURSERY STOCK', CURRENT EDITION, AND SHALL BE INSTALLED AND MAINTAINED AS PER SPECIFICATIONS. 3. LIMIT FOOT TRAFFIC AND GENERAL DISTURBANCE TO SLOPE TO PREVENT EROSION. PLANTING SCHEDULE REQUIREMENTS. 1. BARE ROOT PLANTS SHALL BE PLANTED ONLY BETWEEN DECEMBER 1ST, 2006 AND MARCH 31ST. 2007 2. BEFORE PLANTING CAN OCCUR SEEDED GRASSES IN THE PLANTING AREA SHALL BE WELL ESTABLISHED IAN. 6' TALL WITH 100% COVERAGE AND HERBICIDE SHALL BE APPUED TO 30' DIA AREAS AROUND EACH PLANT. HERBICIDE SHALL BE APPLIED BY A UCENSED APPLICATOR BETWEEN JULY 15TH, 2006 AND AUGUST 31 2006 IN DRY WEATHER AND ACCORDING TO APPUCABLE LAWS. USE TEMPLATE TO PREVENT HERBICIDE OVERSPRAY. PLANTING PROCEDURE: 1. STAKE PLANTING LAYOUT PER PER THE SPACING DETAIL AND IN SINGLE SPECIES GROUPS OF 7 -12 PLANTS. 2. CUT A 12'»12' X AT EACH PLANTING LOCATION. 3. DIG HOLE TO ALLOW ROOM FOR ROOTS AND PROPER DEPTH FOR ROOT CROWN TO BE A GROUND LEVEL 4. ARRANGE ROOTS IN HOLE SO ROOTS ARE PLUMB, NOT BENT, TWISTED OR CIRCUNG. 5. BACKFILL WITH EXCAVATED SOIL MAKING SURE THAT THE PLANT IS SET PLUMB AND THAT THE ROOT CROWN IS SET JUST ABOVE GROUND LEVEL 6. WATER EACH PLANT IN THOROUGHLY TO ELIMINATE AIR POCKETS. TOPSOIL (AS REQ'D) TEMP EROSION CONTROL BLANKET ai EXISTING SUBGRADE I I -1 I 1 11,, v4 111—�\i /i\'. 1 II 1 11 111 11_ .\i\ -111— 1 111 117 11 =1 I- I 1= 11 111 1v 11 111 I 1 1 II 11 ii 1 II=I _I I FINISHED GRADE 1 111= 111= 1�1= 1IILILIII=\ 111 111 1 11 III III III j 1 i 1 -1 1 �.I I T_� j i G RASS ES PLANTING DETAIL DETAIL SCALE T FINAL PLANS FOR CONSTRUCTION PLANTING PLAN H LOCATE TOP OF ROOT FLARE ABOVE FINISHED GRADE APPLY HERBICIDE TO GRASS AROUND PLANT LOCATION PRIOR TO PLANTING ON CENTER SPACING I @AM 10/00/07 DRANWG NO. 13 OF 13 L1 2 3 4 Jun 10 2014 02:35PM Olympic Electric Co,, Inc 3604523498 CITY OF PORT ANGELES PERmrr APPLICATION Building DIVIS1011fElectrical Inspections 321 East Fifth Street - P.G. Box 1150 /Part Angeles Washington, 98362 Ph: (360) 4171733 Fax: (360) 417 -4711 Date' k - C2 ° f' 91 Mufti- Fatally or Commercial} page 1 Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Jot: Address; t L_L / 7-;4 Building Square Footage: Description of above 31Q 4T " Owner Inf�or�m��ation Contractor Information �y Name: 4 Lm - C)� a�� - —4 /teat "�� ` -� Name; OLYMPIC ELECTRIC Mailing Address: Marling Address: 423a 2-YATER City: State: Zip: (fit$; POR TANGELES State, WA Zip: 96363 Phone: Fax: Phone: 250457-993 Fax, NO- 02.3498 License # i Exp, Ljoep9e 01 EXp, ntYhnPECxesoI tam Unit Chacge rat Total (Qv Muttiolied by Unit Charge ServiWFseder 200 Amp. $ 132,00 $ ServicaIFeeder201 -400 Amp, $ 150,00 $ ServiceJFeeder 401 -600 Amp $ 225.00 $ Servica/Feeder 601 -1000 Amp. $ 288.00 $ ServioYF`mder over 1000 Amp. $ 410.00 $ ,Branch Circuit W1 Service Feeder $ 5.00 $ Branch Circuit W/0 SeNoe Feeder $ 74,00 $ E= Additional Branch Circuit $ 5,00 $ Branch Circuits 14 $ 66.00 $ Temp, Servloel Feeder 200 Amp. $102.00_ $ 2ca cf. Temp, Servioe/Feeder 201400 Amp. $121,00 $ Temp. ServicelFeeder 401 -600 Amp. $164.00 $ Temp, Service/Feeder 601 -1000 Amp, $ 185.00 $ Portal to Portal Hourly $ 96,00 $ Sign /Outline Lighting $ 88.00 $ Signal Circuit/ limited Energy - Multi- Family $ 64.00 $ Signal Circu!V limited Energy I First 1500 sf - Commercial $ 96.00 $ Note: $55,00 for each additional 1500 sf Renewable Electrical Energy - 5KVA System or Less $113.00 $ Thermostat $ 56.00 $ Note: $5.00 for each additional T -Staf $ 2C Total Owner as defined by RCW.19,28,261: (1) Owner W4 occupy the structure for two years after this electrical permit is finalized, (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or Lease. Permit expires after six months of last inspection, After reading the agave statement, I hereby certify that i am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N E,C„ RCW, Chapter 19.28, WAG Chapter 296.466, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications, Signature of owner, electrical contractor ar electrical administrator: © Cnh ❑ check © Credit Cara # x Dated: 011aV20112 Application Number Application pin number . , Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name . . , . . Property Use . . . . , , , , Property Zoning , . . , , , ApplicatiOn valuation . . . . ELECTRICAL PERMIT CITY OF PORT ANGELES 360 - 417 -4735 14- 00000684 Date 6/12/14 359072 3501 BLDG A W 18TH ST 07-31-36-3-4- 0000 -0000- ELECTRLCAL ONLY PUBLIC BUILDINGS & PARKS 0 Owner Contractor RESULTS: CITY OF PORT ANGELES DITCH OLYMPIC ELECTRIC CO INC PO BOX 1150 42.30 TUMWATER PORT ANGELES WA 983620217 PORT ANGELES WA 98363 ROUGH -IN (360) 457 -5303 Permit , , , I ELECTRICAL ALTER COMMERCIAL Additional desc JOB SHACKS COMMENTS: Permit Fee . . . 204.00 Plan Check Fee .00 Issue Date . . . 6/12/14 'Valuation . . , 0 Expiration Date 12/09/14 Qty Unit Charge Per Extension 2.00 102.00Q0 ECH $L- COMM 0 -200 TEMP SRV / FDR 204.00 Fee summary Charged. Paid Credited Due Permit Fee Total 204.00 204,00 .00 .00 Plan Check Total 00 .00 .00 ,00 Grand Total 204.00 204.00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL COMMENTS: PERMIT WILT. EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:IEXCHANGEII3UILDING V E Jun 12 2014 08:21 AM Olympic Electric Co., Inc 3604523498 page 3 �Ct� �Comm rF {tr CITY OF PORT ANGELES PEwma APPLICATION . Building Division /Electrical Inspections AJAI .13 I 321 East Fifth Street — P.D. Box 11501 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 ElEcr8jc Date: 5 !g � � ����������,� Q Multi•FamilyorCommerciai* * Plan Review Ma Be Required, Please Complete Electrical Plan Review Information Sheet ,lob Address: _i AP F /LL , PUlr'�P 5�7V/V -�—' Building Square Footage: ! Description ofabove r<A Of' uhr C *V! f2/7� Owner Info,(maiion PA— Contractor Information Name: _Life. 0:6 Name: oLvMNO CLEOTRC Mailing Address: I Mailing Address 4230 ---R City: State: Zip: City: PORTANGELES 81318. WA Zip', 98363 Phone: Fax: Phone: 3504ST 5303 Fax: 361 4%44a$ License 4 / Exp. License # I Exp. - YMPEC200' 1 Item Unit Charge Qty Total (gly Multiplied by UnK Charge ServicelFeeder 200 Amp. $132.00 $ Service/Feeder 201 -400 Amp $160,00 $ Service /Feeder 401 -600 Amp $ 225.00 $ Service /Feeder 601 -1000 Amp. $ 2$8.00 $ ServicelFeeder over 1000 Amp, $ 410.00 $ Branch Circuit W1 Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 14 $ 86,00 Temp. Service/ Feeder 200 Amp. $102.00 $ Tamp, ServicelFeeder 201 400 Amp. $121.00 $ Temp, SenricelFeeder 401.600 Amp. $164.00 $ Temp. ServicelFeeder 601 1000 Amp . $1 85.00 $ Portal to Portal Hourly $ 96.00 $ Sign /Outline LlghWg $ 88.00 $ Signal Circuit/ t-imited Energy— Multi - Family $ 64.00 $ Signal Circuit/ Limited Energy/ First 1500 sf— Commercial $ 96.00 $ Note: $5.00 far each addilional 1500 sf Renewable Electrical Energy - 5KVA System or Less $113.00 $ Thermostat $ 56.00 $ Note $5.00 for each addilional 11i $ S ©Q Total Owner as defined by RCW.19,28.261: (1) Owner will occupy the structure for two years after this electri cal permit Is finalized, (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the abode statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor, f am making the electrical Installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC, Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14,05,050 regarding Electrical Permit Applications, Signature of owner, electrical contractor or electrical administrator: © cash ❑ cheek D Credit Cerd i X Dated: � /qbzI 01101/2012 F �� ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number , . , , . 14- 00000698 Date 6/13/14 Application pin number . , . 739492 Property Address . . . , , . 3501 W 18TH ST HYD2 ASSESSOR PARCEL NUMBER! 07-31-36-3-4- 0000- 0000-- Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning , , . . . . , UNKNOWN Application valuation . . , . 0 Application desc Replace control panel REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) Owner Contractor RESULTS: CITY OF PORT ANGELES DITCH OLYMPIC ELECTRIC CO INC PO BOX 1150 4230 TUMWATER PCRT ANGELES WA 9B3620217 PORT ANGELES WA 98363 (360) 457 -5303 Permit . . , . . . ELECTRICAL ALTER COMMERCIAL Z8, Additional desc 1 -4 CIRCUITS COMMENTS: Permit Fee 86.00 Plan Check Fee 00 Tssue Date . . . . 6/13/.14 Valuation . , . . 0 Expiration Date 12/10/14 Qty Unit Charge Per Extension - BASE FEE 86,00 Fee summary Charged Paid Credited Due Permit Fee Total 66.00 86.00 .00 .00 Plan Check Total. 00 .00 .00 .00 Grand Total 86,00 86.00 .00 .00 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL Z8, COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G: IEXCHANGDBUILDING 1 Jun 12 2014 08:21 AM Olympic Electric Co,, Inc 3604523498 page 1 CITY OF PORT ANGELES PERMIT APPLICATION Vj Building Division /Electrical Inspections -/U/V 13 321 East Fifth Street —P.O. Box 1150 1 Port Angeles Washington, 98362r Ph; (360) 417 -4735 Fax: (360) 417- 4711�Cr�j�� Date: 0 Multi-Family or Commercial* IONS * Plan Review May Be Re Tired Please Complete Electrical Plan Review Information Sheet Job Address: D t1! L� PVMP .577;7-1Z?" l -3-5,91 W 18rp= Building Square Footage: Description oiabove krw o►ahrazf Owner Information � Contractor Infomtatlon � Name: A Name. OLYMPIC ELECTRIC Mailing Address: Mailing Address: 1230 7UNIWATM City: State: Zip: Cj{ : PORTANGELES State: WA zip; 19363 Phone, FaK: ?hone :36"v -53oa Fax; 369452 -u4B License # 1 Exp. _!tense #I Exp. OLYWM0501 Item Unit Charge QtV Total Q1Y Multiplied by Unit Charnel ServicelFeeder 200 Amp, $132,00 $ ServlcelFeeder 201400 Amp. $160.00 $ Service/Feeder 401.600 Amp $ 225.00 $ Service/Feeder 601.1000 Amp. $ 288,00 $ Service/Feeder over 1000 Amp, $ 410,00 $ Branch Circuit W1 Service Feeder $ 5.00 $ Branch Circuit W!0 Service Feeder $ 74.00 $ Each Additjcnal Branch Circuit $ 5,00 $ Branch Circuits 1-4 $ 86,00 �` $ ,OQ Temp. Service/ Feeder 200 Amp. $102.00 $ Temp, ServicelFeeder 201.400 Amp. $121,00 $ Temp, ServicelFeeder 401.600 Amp. $164,00 $ Temp. Service)Feeder 601 -1000 Amp . $185.00 $ Portal to Porto! Hourly $ 95.00 $� Sign /Outline Lighting $ 88,00 $ Signal Circuit) Limited Energy — Multi- Farrrily $ 64,00 $ Signal Circuit) Limited Energy! First 1500 sf — Commercial $ 95.00 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy - 5KVA System or Less $ 113.00 $ Thermostat $ 56.00 $ Note: $5.00 for each additional T•Stat $ Total Owner as defined by RCW.19,28,261,: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is far sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. i am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW, Chapter 19.28, WAC. Chapter 296 -468, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14 ,05.050 regarding Electrical Permit Applications, Signature of owner, electrical contractor or electrical administrator: ❑ cash ❑ check X �i�%t.�: t'1 Dated: 0110117012 V ELECTRICAL PERMIT CITE' OF PORT ANGELES 364- 417 -4735 Application Number , . . . . 14- 00000597 pate 6/13/14 Application pin number , . . 685338 Property Address . . . 3501 W 18TH ST HYD ASSESSOR PARCEL NUMBER: 07-31-35-3-A- 0000 Application type type description ELECTRICAL ONLY Subdivision Name , . . , . . Property Use Property Zoning UNKNOWN Application valuation 0 Application desc REPLACE PUMP CONTROL ---------------------------------------------------- ------------ --- --- - - -- -- Owner Contractor RESULTS: ------ -------- ---- - - - CITY OF -PORT ANGELES - -- ------------------ OLYMPIC ELECTRIC -- - --- CO INC PO BOX 11.50 4230 TUMWATER PORT ANGELES WA 983620217 PORT ANGELES WA 98363 (360) 457 -5303 ---------------------------------------------------------------------------- Permit , . . . . , ELECTRICAL ALTER COMMERCIAL Additional desc 1 -4 CIRCUITS Permit Fee 86,00 Plan Checic Fee QQ Issue Date 6/13/14 Valuation , . . . 0 Expiration pate 12/10/14 Qty Unit Charge Per Extension HASR FEE 86.00 --- --- - ----- ---- ------ ----------- Fee summary Charged ---.._- ------------------------------------ Paid Credited Due -------------- -- ----------- Permit Fee Total. ---- 86.00 - - - - -- ---- - - - - -- 86,00 .00 ---- - - - - -- .00 Plan Check Total- 00 .00 .00 .00 Grand Total 86.00 86.00 .00 .00 REPORT SALES TAX on your excise tax .form to the City of Port Angeles (Location code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date; G:IEXCHANC,MBUILDING t Cf Jun 12 2014 08:21 AM Olympic Electric Co., Inc 3604523498 CITY OF PORT ANGELES PEPMT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street — P.O. Box 1150 / Fort Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: / n Multi - Family or Commercial* page 2 * Plan Review a Be Required, Ple se Complete E ectrical Plan Review I formation Sheet Job Address L D r� �. ra"? p/1% ���? l 1�,OL t-114 Building Square Footage: Description of above 41 ��1a�2 e®AuiD a / Owner Information Contractor information Name: - Name: OLYMPIC ELECZRIC Mailing Address: M aiting Address: 42$0 TUMWATER City: State: zip: (,'r(y; POR TANGELES State: VYA Zip: 88961 Phone; Fax: Phone: 'NOA57.5- Fax: 3e0452 -wo License 41 Exp, license # I Exp. oLYWEC28501 tLr11 Unit C ar C1ty Total QV Multiplied by Unit Charge) ServicelFeeder 200 Amp. $132.00 $ Service /Feeder 201 -400 Amp, $160.00 $ Servlce /Feeder 401.600 Amp $ 225,00 $ Service /Feeder 601.1000 Amp. $ 2882 $ Service /Fewer over 1000 Amp. $410.00 $ Branch Circuit W/ Service Feeder $ 5.00 $ Branch Circuit W/0 Service Feeder $ 74.00 $ Each Additional Branch Circuit $ 5,00 Branch Circuits 1-0 $ 86.00 —� $ � Temp. Servicel Feeder 200 Amp, $102.00 $ Temp. ServicOFeeder 201400 Amp, $121.00 $ Temp, Service /Feeder 401,600 Amp. $164.00 $ Temp, Service /Feeder 601 -1000 Amp . $185.00 $ Portal to Portal Hourly $ 96.00 $ Sign /Outline Lighting $ 88.00 $ Signal Circuit) Limited Energy - Multi - Family $ 64.00 $ Signal Circuitl Limited Energy I Flrst 1500 sf- Commarci4 $. 96.00 $ Note, $5.00 for each additional 1500 sf Renewable Electrical Energy - 5KVA System or Less $113.00 $ Thermostat $ 56.00 $ Note: $5,00 for each additional T- Scat, $ Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E,C,, RCW. Chapter 19,28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05,050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: ❑ cash ❑ check Credit Gard # X 4/ ,,,Y:` 7 Dalad: �� �/ 01101/2012 ELECTRICAL PERMIT CITY OF FORT ANGELES 360- 417 -4735 Application Number , . . , , 14- 00000696 Date 6/13/14 Application pin number . . . 611184 Property Address 3501 BLDG A W 18TH ST ASSESSOR PARCEL NUMBER: 07-31-36-3-4- 0000 -00p0- Application type description ELECTRICAL ONLY Subdivision Name . . . , . . Property Use . . . . Property Zoning . . , . PUBLIC BUILDINGS & PARKS Application valuation . • . . 0 Application desc install control panel ___. ___._._. ___ -____ __------------------------------------------------------ Owner Contractor ------------------------ ------------------------- CITY OF PORT ANGELES OLYMPIC ELECTRIC CO INC PO BOX 2150 4230 TOMWATER PORT ANGELES WA 983620217 PORT ANGELES WA 98363 (360) 457 -5303 Permit , , , , . . ELECTRICAL ALTER COMMERCIAL Additional desc 1 -4 CIRCUITS Permit Fee 86,40 Plan Check Fee p0 Issue Date 6/13/14 Valuation . . . . 0 Expiration pate 12/10/14 Qty Unit Charge Per Extension BASE FEE 86.00 Fee summary Charged Paid Credited Due Permit Fee Total 86.00 B6.00 ,00 00 Plan Check. Total 00 ,00 ,00 ,00 Grand Total 86.00 86.00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Pori Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL ! . COMMENTS: PERMTT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:IEXCHANGRBUILDING r r r CITY OF PORT ANGELES PERMIT APPLICATION Building Division /]Electrical Inspections 321 East Fifth Street — P.O. Box 11501 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: l 14 -Multi-Family or Commercial* APR 2 4 203 ELFC Ltco q G 6 * Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet�NSPEflftq Job Address; 1754 1 AA! IS S&M AN- r Building Square Foolage; Description of above C.a Drt C -a2 is 2 6LN r Owner Information Contractor Information Name: C irr w ra F Q P Name; Mailing Ad r S Mailing Address: City: State;.. Zip; City: State Zip' Phone; 417t • j>' Fax; Phone: Fax: License # I Exp License # i Exp Item Unit Charge ty Total (City Multiplied by Unit Charge) ServicelFeeder 200 Amp. $132.00 $ Service/Feeder 201.400 Amp. $ 160.00 $ ServicelFeetler 401 -600 Amp $ 225.00 $ ServicelFeeder 601 -1000 Amp. $ 288.00 $ Service/Feeder over 1000 Amp. $ 410.00 $ Branch Circult WI Service Feeder $ 5.00 $ Branch Circuit WIO Service Feeder $ 74.00 $ Each Additional Branch Circult $ 5.00 $ Branch Circuits 1-4 $ 86.00 $ Temp. Service/ Feeder 200 Amp. $102,00 $ Temp. Service/Feeder 201 -400 Amp. $ 121,00 $ Temp. ServicelFeeder 401 -600 Amp. $ 164.00 $ Temp, Service/Feeder 601 -1000 Amp , $ 185.00 $ Portal to Portal Hourly $ 96.00 $ Sign /Outline Lighting $ 88.00 $ Signal Circuit! Limited Energy — Multi - Family $ 64.00 $�_ Signal Circuit/ Limited Energy I First 1500 sf— Commercial $ 96.00 I $�_. Note; $5.00 for each additional 1500 sf Renewable Electrical Energy - SKVA System or Less $113.00 $ Thermostat $ 56.00 $ Note: $5.00 for each additional T -Stat `l6 c'o $ Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electricai permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electricai contractor, I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW, Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14,05.050 regarding Electrical Permit Applications, Signature of owner, electrical contractor or electrical administrator: ❑ cash ❑ check El Credit Card # X � � �~ Dated: / .%� ` 0110112042 ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Application Number , . . , . 14- 00000489 Date 4/25/14 Application pin number , . . 387124 Property Address , . . . 3501 BLDG A W 18TH ST ASSESSOR PARCEL NUMBER; 07-31-36-3-4- 0000 -0000- Application type description ELECTRICAL ONLY Subdivision Name _, . . , , . Property Use Property Zoning . . . . , . . PUBLIC BUILDINGS & PARKS Application valuation . , , . 0 Application desc -------------------------------- Low voltage scada project Owner Contractor CITY OF PORT ANGELES OWNER - PO BOX 1150 PORT ANGELES WA 983620217 Permit . . . . . , ELECTRICAL ALTER COMMERCIAL Additional desc , . Permit Fee , , . 96.00 Plan Check Fee pp Issue Date 4/25/14 Valuation . . . . 0 Expiration Date 10/22/14 Qty Unit Charge per 1.Q0 96,0000 ECH E ------------------------------ Fee summary Charged Permit Fee Total 96,00 Plan Check Total ,00 Grand Total 96,00 Extension L- LIMITED 1ST 1500 S4 FT 96.00 Paid Credited Due 96.00 .00 00 ,00 00 .00 96,00 .00 00 I C� C� REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN ! oa FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: GAEXCHANGH\BUfL1) NG CITY OF PORT ANGELES PERMIT APPLICATION Building Division /Electrical Inspections 321 East Fifth Street - P.O. Box 11501 Port Angeles Washington, 98362CPf `. Ph: (360) 417 -4735 Fax: (360) 417 -4711 ''N,�PFC,i � . - is Multi-Family or Commercial* * Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: .3- — 1 5-T-, - -. Building Square Footage Descriotion of above 'u- ,o Al I%C_6 L ,use Fri. �.� � 0 P4-v fn nr�, r> . 1+.94,A. A, g-1- Owner Information Contractor Information Name; T Ia Name; MailingAddres . 3 City; take: m zip: gg 97_ Mailing Address: City: State; Zip: Phone; Fax; Phone: Fax: License # y Exp. License 9 Exp . Item Unit Charge Total Ot Y. Multiplied bv Unit Charge) Service /Feeder 200 Amp. $ 132.00 Service /Feeder 201 -400 Amp. $ 160.00 $ Service/Feeder 401 -600 Amp $ 225.00 $ Service /Feeder 601 -1000 Amp: $ 288.00 $ Service /Feeder over 1000 Amp. $ 410.00 $ Branch Circuit WI Service Feeder $ 5,00 $ Branch Circuit W10 Service Feeder $ 74,00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 1-4 $ 86.00 $ Temp. Service/ Feeder 200 Amp. $102.00 $ Temp: Service/Feeder 201-400 Amp, $121.00 $ Temp, Service /Feeder 401 -600 Amp. $16400 $ Temp. ServicelFeeder 601 -1000 Amp . $185,00 $ Portal to Portal Hourly $ 96.00 $ Sign)Outline Lighting $ 88.00 $ Signal Circuit) Limited Energy - Multi - Family $ 64.00 $ Signal Circuit/ Limited Energy! First 1500 sf- Commercial $ 96.00 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy - 5KVA System or Less $ 113 C0 $ Thermostat $ 56.00 $ Note: $5.00 for each addltionai T -Stat $ L 3a 94 Total Owner as defined by RCW.19.28.261; (1) Owner will occupy the structure far two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is far sale, rent or lease, Permit expires aftersix months of last inspection. After reading the above statement, I hereby certify, that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E,C,, RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14,05,050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator; © Cash 0 Check El Credit Card # K LJ Cated: _��a..�_?� l� 0110112012 ,�� .. %/b wt &I )C off. ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 Application Number , , . . , 14- 00001023 Date 9/02/14 Application pin number . . , 624746 Property Address . . . . 3501 W ISTH ST ASSESSOR PARCEL NUMBER: 07-31--36--3-4- - 0000 -0000- Application type description ELECTRICAL, ONLY Subdivision Name Property Use Property Zoning . , . , . , . PUBLIC BUILDINGS & PARKS Application valuation . . , . 0 Application desc Condensate pump and control --------------------------------------------- ---------- --------------- -- - - -- Owner Contractor -- ---------------- -- - - -- --------------- --- -- - - -- CITY OF PORT ANGELES OWNER PO 20X 115D PORT ANGELES WA 983620217 ---------------------------------------------------------------------------- Permit . . . . . , ELECTRICAL ALTER COMMERCIAL RESULTS: Additional desc . . DITCH Permit Pee 132.00 Plan Check Fee 00 Issue Date 9/02/14 Valuation . . . . 0 Expiration pate 3/01/15 - Qty Unit Charge Per Extension 1100 132.0000 ECH FL -COM 0 -200 SRV FEEDER 132.00 Fee summary Charged Paid ,Credited Due Permit Fee Total 132,40 132160 100 .00 Plan Check Total .00 .00 .00 ,00 Grand Total 132.00 132,00 00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN - FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTI -IS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:IEXCHANGEIBUILDING N ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Application Number . . . . . 16- 00000261 Date 2/24/16 Application pin number . . . 663000 Property Address . . . 3501 W 18TH ST ASSESSOR PARCEL NUMBER; 07- 31- 36 -3 -4 -0000 00Q0- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS Application valuation . . . . 0 --_°------------------------------------------------------------------------ Applicataon desc Flowmeter landfill Owner Contractor CITY OF PORT ANGELES ASHFORD ELECTRIC & CONST CD PO SOX 1150 909 KIRKLAND AVE PORT ANGELES WA 983620217 KIRICLAND WA 98033 (425) 869 -1466 Permit ELECTRICAL ALTER COMMERCIAL Additional desc 1--4 CIRCUITS Permit Fee 86.00 Plan Check Fee 00 Issue Date 2/24/16 Valuation . . . . 0 Expiration Date 8/22/16 Qty Unit Charge Per Extension RASE FEE 86.00 .Fee summary Charged Paid Credited Due Permit Fee Total 86.00 66.00 .00 100 - Pl.an Check Total .00 .00 .00 00 Grand Total 86.00 86.00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE M ROUGH -IN 2 FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contra_ ctor X Date: G:IEXCHANGEIBUILDING i N 02/2412616 09:53 4258289045 ASHFORD ELECTRIC RECEIVED FEB �_) /i X016 CITY OE POP.'T" A.NCELFS PEPMTT APPLICATION FLECs IRICAl. Building Divisilum/ lectxiical Inspections INSPECT,10NS 321 East Fifth Street — P,O. Box 11501 Port .A ageles Washington, 95362 Ph: (360) 417 -4735 Feat: (360) 417 -4711 Date: 04' . Zv i6 Multi - Family or Commercial* PAGE 02 Plan Review May Be Required, please �omplete Electrical Plan Review Information Sheet Jab Address; $_d_ dr.] t, Eutlding Square Footage, ' W_ Description of above caner it> prmatian Name; i�� Malling Address, .. City: State: 2f: Ucenso #I Exq. Item SarvicelFeader 200 Amp, 5erutcelFeedor 201 -400 Amp, ServicelFeeder 401 -600 Amp SeNlcelFcader 601 -1 UQQ Amp, ServiceiFeadar aver 1000 Amp, Branch Circuit W19orvise Feeder Branch Circuit 00 service Feeder Each Additional Branch Cirfpit branch Circuits 1-4 Temp. Service/ Feeder 200 Amp. Temp. Service /Feeder 201 -400 Amp. Temp. Servioe/Feeder 401.600 Amp. Temp, Servioe /Feeder 60-1000 Amp , Portal to Portal Hourly SignlOulllne Ligh0ng Signal Circu!Y limited Energy -- Multi - Family Signal Cirouit/ Limited Energy 1 First 1500 sf - Commercial Note: $100 for eaoh additional 1500 sl Renewable Electrical Energy - 5KVA System or Gass Thermostat W& $3.00 far each additional T -Stec Unit Gharce $132.00 31160.00 $225,00 $ 288,00 $ 410,40 $ 6Z $ 74.OQ $ 5,00 $ 66,00 $ 1102,00 $121,00 $164.00 $185.00 $ 96.06 $ 58.00 $ 64,00 $ 96.00 $ 113.00 $ 66.00 Contractor information _ 4@111rill AK Etc Ci ty: ZIP: Rjoeo -4!3 @, License # I Exp, ,eA / y 7 4 r W ..V A-! 40/ fir CUt Total -ft. Multiplied by Unit Chanel s Sid $ $Total Owner as defined by IRCW.19.28.261: (1) Owner will occupy the structure for turn years after this electrical permit, is finalized, (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection- After reading the above statement, I hereby certify that I am the owner of the above named property ar a kensed electrical contractor. I acs making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapt4r 296 -46B, The City of Port Angeles Municipal Code, and U511ty Specifications and PAMC 14.05.050 regarding Electrical Permit Apfilications, Signature of owner, electrical contractor or electrical admihistrator: Q Cash E] ,~neck "° Li cweditna�rd�+i�� � �1 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number . . . . . 17-00001115 Date 8/09/17 Application pin number . . . 244145 Property Address . . . . . . 3501 BLDG A W 18TH ST ASSESSOR PARCEL NUMBER: 07 -31 -36 -3 -4 -0000 -0000 - Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS Application valuation . . , . 0 ---------------------------------------------------------------------------- Application desc Metering and transfer switch ----------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF PORT ANGELES OWNER PO BOX 1150 PORT ANGELES WA 983620217 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . Permit Fee . . . . 264.00 Plan Check Fee .00 Issue Date 8/09/17 Valuation . . . . 0 Expiration Date 2/05/18 Qty Unit Charge Per Extension 2.00 132.0000 ECH EL -COM 0-200 SRV FEEDER 264.00 ---------------------------------------------------------------------------- Fee summary Charged Paid ' Credited Due Permit Fee Total 264.00 264.00 .00 .00 .Plan Check Total .00 ,00 .00 .00 Grand Total 264.00 264.00 .00 .00 INSPECTION TYPE DATE: DITCH SERVICE ROUGH -IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION RESULTS: Y REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) 1 INSPECTOR: Signature of owner or Electrical Contractor X Date: INSPECTION TYPE DITCH SERVICE ROUGH -IN FINAL COMMENTS: DATE: RESULTS: I rZIN .1-7 PERMIT WIII.EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0542) Vr INSPECTOR: Date: ELECTRICAL PERMIT CITY OF PORT ANGELES 360-4174735 Application Number . . . . . 17-00001841 Date 12/13/17 Application pin number . . . 303471 Property Address . . . . . . 3501 BLDG J W 18TH ST ASSESSOR PARCEL NUMBER: 07 -30 -01 -2 -2 -0000 -0000 - Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . PUBLIC BUILDINGS & PARKS Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Chemical feed pump ---------------------------------------------------------------------------- Owner Contractor ------------------------ CITY OF PORT ANGELES ------------------------ JONRA ELECTRIC PO BOX 1150 922 GLENBROOK CIR PORT ANGELES WA 983620217 PORT ANGELES WA 98362 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . 1-4 CIRCUITS Permit Fee . . . . 86.00 Plan Check Fee .00 Issue Date . . . . 12/13/17 Valuation . . . . 0 Expiration Date . . 6/11/18 Qty Unit Charge Per Extension BASE FEE 86.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------------------------------------- Permit Fee Total ---------- 86.00 86.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 86.00 86.00 .00 .00 INSPECTION TYPE DITCH SERVICE ROUGH -IN FINAL COMMENTS: DATE: RESULTS: I rZIN .1-7 PERMIT WIII.EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0542) Vr INSPECTOR: Date: CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street — P.O. Box 1150 / Port Angeles Washington, 98362 Ph: (360) 417-4735 Fax: (360) 417-4711 Date: _ Multi -Family or Commercial* * Plan Review May Be Required, Please Complete FIeptrical Plan Review Information Sheet Job Address: ? >; ' �. ES ! fi ri, 5' i (JrY. + C' 6> il✓ ! . Building Square Footage: Description of above �Al & i'►� ::^,' � � :��.� t lecA)'--4e Y'Vedi'a I% rl« +%d� � sf �'��o� 1%/WA)' r)�Irre Owner Information Cr`f por 4A,'f/�,5 Contractor Infprmation Name: r; Name: Mailing Address: 4 "- 1 ,, > '�' >� Mailing Address: °1=L e.� v:�4t- yr Zip: City: State: L A•� Zip: City: .71 State: I ' d Zip: S' 3 '2 - Fax: Phone: VV 466 0L°f Fax: License # / Exp. License # / Exp. C71" Z ,4 it i . ? S K P Item Unit Charge QtV Total (Qtv Multiplied by Unit Charge) Service/Feeder 200 Amp. $132.00 $ Service/Feeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp $ 225.00 $ Service/Feeder 601-1000 Amp. $ 288.00 $ Service/Feeder over 1000 Amp. $ 410.00 $ Branch Circuit W/ Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 1-4 $ 86.00 $ S Temp. Service/ Feeder 200 Amp. $102.00 $ Temp. Service/Feeder 201400 Amp. $121.00 $ Temp. Service/Feeder 401-600 Amp. $164.00 $ Temp. Service/Feeder 601-1000 Amp . $185.00 $ Portal to Portal Hourly $ 96.00 $ Sign/Outline Lighting $ 88.00 $ Signal Circuit/ Limited Energy - Multi -Family $ 64.00 $ Signal Circuit/ Limited Energy / First 1500 sf - Commercial $ 96.00 $ Note: $5.00 for each additional 1500 sf Renewable Electrical Energy - 5KVA System or Less $113.00 $ Thermostat $ 56.00 $ Note: $5.00 for each additional T-Stat $ S6 Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner,,electric contractor or electrical administrator: G f a Dated: f