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Home My WebLink AboutZON2017-00010 Site PlansWild Wood Rd. d Q�TILCE ] THIS Cemetery SITE J 0 Rd. T N � �� m E zQ� Q) 22 + ._ 90'cfj o d � c� Fish Hatchery Rd. VICINITY MAP NOT TO SCALE NOTE: THESE PLANS ARE TO BE PRINTED ON 1 1 'X 17" SHEET SIZE PROJECT DATA I- PROJECT TITLE.- QUILCENE SOLID WASTE DROP BOX SITE — DRA4}'�FVRSON COUNTY DC IMPROVEMENTS COVER SHEET COUNTY PROJECT NO.: 401 594 1984 2, Ln ATTENDANT OFFICE —ENLARGED PLANS QUILCENE, WA 98376 LEGEND AND NOTES PARCEL NO.: 70223 1 0 1 0 O LEGAL DESCRIPTION SPECIFICATION NOTES of a portion of the Northeast Quarter of the Northeast EMERGENCY SHOWER — DETAILS Quarter and the Southeast Quarter of the Northeast SPECIFICATION NOTES Quarter of Section 2.3, Township 27 North, Range 2 West, V11 M., Jefferson County, Washington 4. PROPOSED BLDG AREA ENVIRONMENTAL CENTER ENVIRONMENTAL CENTER = 560 CSF �o ENVIRONMENTAL CENTER TOTAL 835 GSF 6 BLDG DEPT INFORMATION 360 Lin OCCUPANCY GROUP: B RECORD OF SURVEY CONSTRUCTION TYPE: 58 Oldsay BUILDING HEIGHT: 1 l'-6" SITE DETAILS BUILDING CODE IBC 2015 SITE PLAN SEISMIC ZONE Dl F_ WIND EXPOSURE: C STORMWATER SITE PLAN WIND LOAD 85 MPH W/ 100 MPH 3 SECOND GUSTS SOIL BEARING 1,500 PSF CD CD FROST DEPTH 12" INCHES Q SNOW LOAD 30 PSF ENLARGED SITE PLAN PARKING: (2) SPACES PLUS (1) DISABLED PARKINC. 7M7 N cfl � --- - - CD VICINITY MAP NOT TO SCALE NOTE: THESE PLANS ARE TO BE PRINTED ON 1 1 'X 17" SHEET SIZE PROJECT DATA I- PROJECT TITLE.- QUILCENE SOLID WASTE DROP BOX SITE — DRA4}'�FVRSON COUNTY DC IMPROVEMENTS COVER SHEET COUNTY PROJECT NO.: 401 594 1984 2, PROJECT ADDRESS: 295312 HIGHWAY" 101 ATTENDANT OFFICE —ENLARGED PLANS QUILCENE, WA 98376 LEGEND AND NOTES PARCEL NO.: 70223 1 0 1 0 3. LEGAL DESCRIPTION SPECIFICATION NOTES of a portion of the Northeast Quarter of the Northeast EMERGENCY SHOWER — DETAILS Quarter and the Southeast Quarter of the Northeast SPECIFICATION NOTES Quarter of Section 2.3, Township 27 North, Range 2 West, V11 M., Jefferson County, Washington 4. PROPOSED BLDG AREA ENVIRONMENTAL CENTER ENVIRONMENTAL CENTER = 560 CSF ATTENDANT OFFICE = 275 GSF ENVIRONMENTAL CENTER TOTAL 835 GSF 6 BLDG DEPT INFORMATION ENVIRONMENTAL CENTER—DETAILS OCCUPANCY GROUP: B RECORD OF SURVEY CONSTRUCTION TYPE: 58 STORIES: 1 BUILDING HEIGHT: 1 l'-6" SITE DETAILS BUILDING CODE IBC 2015 SITE PLAN SEISMIC ZONE Dl WIND EXPOSURE: C STORMWATER SITE PLAN WIND LOAD 85 MPH W/ 100 MPH 3 SECOND GUSTS SOIL BEARING 1,500 PSF UTILITIES SITE PLAN FROST DEPTH 12" INCHES SNOW LOAD 30 PSF ENLARGED SITE PLAN PARKING: (2) SPACES PLUS (1) DISABLED PARKINC. 7M7 DRAWING LIST DRA4}'�FVRSON COUNTY DC A0. 1 COVER SHEET Al. 1 ATTENDANT OFFICE —ENLARGED PLANS AO.2 LEGEND AND NOTES A 1.2 ATTENDANT OFFICE — SECTION AO.3 SPECIFICATION NOTES A1.3 EMERGENCY SHOWER — DETAILS AO.4 SPECIFICATION NOTES A2.1 ENVIRONMENTAL CENTER A2.2 ENVIRONMENTAL CENTER 51.1 TOPOGRAPHICAL SURVEY A2.3 ENVIRONMENTAL CENTER—DETAILS S1.2 RECORD OF SURVEY A3.1 SITE DETAILS S0. 1 SITE PLAN 50.2 STORMWATER SITE PLAN SO.3 UTILITIES SITE PLAN SO.4 ENLARGED SITE PLAN -N SPECIFICATION NOTES A. CONTRACTOR DESIGN 1. AS PART OF THE SUBMITTALL PROCES, THE SUCCESSFUL CONTRACTOR SHALL PROVIDE AN ENGINEERING DESIGN FOR FOUNDATION, AND SOG APRON AT THE ENV CTR. ALSO FOR THE FOUNDATION AND SOG AT THE MODULAR ATTENDANT OFFICE UNIT THESE DOCUMENTS STAMPED AND SIGNED BY A QUALIFIED ENG LICENSED IN WA STATE. SUBMIT (2) TWO SETS TO JCPW FOR REVIEW, AND (2) TWO WET SIGNED SETS TO JC DCD FOR REVIEW AND APPROVAL, THIS IS A CONDITION OF THE CONTRACT AND THE BUILDING PERMIT 2 BUILDING PERMIT.- JCPW HAS APPLIED FOR PERMITS AND PAID THE PERMIT FEES. THE CONTR IS TO PROVIDE DETAILS OF THE CONTRACTOR LICENCE, SIGN AT THE GENERAL CONTRACTOR INFO TO JC DCD (BLDG DEPT) AND PICK UP PERMIT THE CONTRACTOR IS TO PROVIDE AND PAY FOR THE ELECTRICAL PERMIT 3 SCHEDULE.- AT THE REQUEST OF THE OWNER, AND WITHIN 72 HOURS OF THE REQUEST THE APPARANT LOW BIDDERS SHALL SUBMIT A CONSTRUCTION SCHEDULE TO JCPW FOR REVIEW AND APPROVAL. i nr^,'FERSON COUNTY ®CIS rA -'14 �-, 0 00 U M —4 00 CIA Con Q U 3 0 3 O Fcl C ABBREVIATIONS AC ASPHALT CONCRETE ACCORD ACCORDANCE ADDL ADDITIONAL ALT ALTERNATE AO ATTENDANT OFFICE APDL APPLICABLE APPR(D) APPROVE(D) AR AREA BKR BACKER BMP BEST MANAGEMENT PRACTICES BLDG BUILDING BMS BEAMS BOT BOTTOM BRG BEARING BTW BETWEEN CAB CABINET CDF COMPACT DENSITY FILL CFL COMPACT FLUORESCENT LIGHT CIP CAST IN PLACE CLR CLEAR CON CONNECTION COMP COMPACTED ✓OIST(S) STAINLESS STL CONTR CONTRACTOR CONST CONTRUCTION CTR COUNTER CORR CORRUGATED DCO DEPT. OF COMMUNITY DEVELOPMENT DEMO DEMOLITION, DEMOLISH(EO) DEPT DEPARTMENT DICA DRILLED IN CONCRETE ANCHOR DIMS) DIMENSION(S) DF DRAINFIELD D DIAMETER DR(S) DOOR, DOORS DS DOWNSPOUT DTL DETAIL OWG(S) ORAWING(S) ELEV, EL ELEVATION ELECT ELECTRICAL EMBED EMBEDMENT ENG ENGINEER(ED) ENL ENLARGED ENV ENVIRONMENTAL EQ EQUAL EQUIP EQUPMENT EXIST, EA EXSITING EXP EXPANSION EXT EXTERIOR PREFINISHED PNL FAB FABRICATE, FABRICATION FAS FASTENERS FF FACTORY FINISH FIN FINISH, FINISHED SPECIFICATION NOTES A. CONTRACTOR DESIGN 1. AS PART OF THE SUBMITTALL PROCES, THE SUCCESSFUL CONTRACTOR SHALL PROVIDE AN ENGINEERING DESIGN FOR FOUNDATION, AND SOG APRON AT THE ENV CTR. ALSO FOR THE FOUNDATION AND SOG AT THE MODULAR ATTENDANT OFFICE UNIT THESE DOCUMENTS STAMPED AND SIGNED BY A QUALIFIED ENG LICENSED IN WA STATE. SUBMIT (2) TWO SETS TO JCPW FOR REVIEW, AND (2) TWO WET SIGNED SETS TO JC DCD FOR REVIEW AND APPROVAL, THIS IS A CONDITION OF THE CONTRACT AND THE BUILDING PERMIT 2 BUILDING PERMIT.- JCPW HAS APPLIED FOR PERMITS AND PAID THE PERMIT FEES. THE CONTR IS TO PROVIDE DETAILS OF THE CONTRACTOR LICENCE, SIGN AT THE GENERAL CONTRACTOR INFO TO JC DCD (BLDG DEPT) AND PICK UP PERMIT THE CONTRACTOR IS TO PROVIDE AND PAY FOR THE ELECTRICAL PERMIT 3 SCHEDULE.- AT THE REQUEST OF THE OWNER, AND WITHIN 72 HOURS OF THE REQUEST THE APPARANT LOW BIDDERS SHALL SUBMIT A CONSTRUCTION SCHEDULE TO JCPW FOR REVIEW AND APPROVAL. i nr^,'FERSON COUNTY ®CIS rA -'14 �-, 0 00 U M —4 00 CIA Con Q U 3 0 3 O Fcl C ABBREVIATIONS A. FR FRAME FIR FOOTER FUT FUTURE GA GAUGE GALV GALVANIZED GTR, GTR , GUTTER, GUTTERS GLZ GLASS, GLAZING GRD, GR GRADE GRVL GRAVEL GSF GROSS SQUARE FEET HOR HORIZONTAL HC MOBILITY IMPAIRED H HIGH, HEIGHT HDWE HARDWARE HDR HEADER HDG HOT DIPPED GALVANIZED HF HEMLOCK–FIR (LUMBER) HM HOLLOW METAL IE INVERT ELEVATION JC JEFFERSON COUNTY JCPW JEFFERSON COUNTY PUBLIC WORKS JST(S) ✓OIST(S) STAINLESS STL STL LOC LOCATION LTG LIGHTING MA TL MATERIAL MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MTL METAL MEZZ MEZZANINE MR MOISTURE RESISTANT MA TL MATERIAL MOD MODULAR -1M—TR METER NIC NOT IN THIS CONTRACT NTP NOTICE TO PROCEED OVHD OVERHEAD OWNR OWNER WITH WR PC PRECAST PKG PARKING PLYWO PLYWOOD PL PROPERTY LINE POLY POLYETHYLENE PP POWER POLE PT,PTR (ROT RESISTANT) PRESSURE TREATED PTD PAINTED PREFIN PREFINISHED PNL PANEL PVC POLYVINYL CHLORIDE SPECIFICATION NOTES A. CONTRACTOR DESIGN 1. AS PART OF THE SUBMITTALL PROCES, THE SUCCESSFUL CONTRACTOR SHALL PROVIDE AN ENGINEERING DESIGN FOR FOUNDATION, AND SOG APRON AT THE ENV CTR. ALSO FOR THE FOUNDATION AND SOG AT THE MODULAR ATTENDANT OFFICE UNIT THESE DOCUMENTS STAMPED AND SIGNED BY A QUALIFIED ENG LICENSED IN WA STATE. SUBMIT (2) TWO SETS TO JCPW FOR REVIEW, AND (2) TWO WET SIGNED SETS TO JC DCD FOR REVIEW AND APPROVAL, THIS IS A CONDITION OF THE CONTRACT AND THE BUILDING PERMIT 2 BUILDING PERMIT.- JCPW HAS APPLIED FOR PERMITS AND PAID THE PERMIT FEES. THE CONTR IS TO PROVIDE DETAILS OF THE CONTRACTOR LICENCE, SIGN AT THE GENERAL CONTRACTOR INFO TO JC DCD (BLDG DEPT) AND PICK UP PERMIT THE CONTRACTOR IS TO PROVIDE AND PAY FOR THE ELECTRICAL PERMIT 3 SCHEDULE.- AT THE REQUEST OF THE OWNER, AND WITHIN 72 HOURS OF THE REQUEST THE APPARANT LOW BIDDERS SHALL SUBMIT A CONSTRUCTION SCHEDULE TO JCPW FOR REVIEW AND APPROVAL. i nr^,'FERSON COUNTY ®CIS rA -'14 �-, 0 00 U M —4 00 CIA Con Q U 3 0 3 O Fcl C ABBREVIATIONS A. PSF POUNDS PER SQUARE FOOT PWR POWER BEFORE PROCEEDING W/ THE WORK. R RISER RCP REFLECTED CEILING PLAN RECEPT RECEPTACLE REC RECESSED RECY RECYCLE REP REPRESENTATIVE REINF REQUIRED REQ REINFORCED SCHED SCHEDULE SEC SECURITY SECT SECT, SECTIONAL SEP SEPTIC SF SOIUARE FEET SHT SHEET SIM SIMILAR SPECS SPECIFICATIONS SPLBLK SPLASHBLOCK SOG SLAB ON GRADE SST STAINLESS STL STL STEEL SUSP SUSPENDED THK THICK TRD, T TREAD TRTD (ROT RESISTANT) TRE4TEO TRESH THRESHOLD TR TRENCH, THREADED ROD TYP TYPICAL UNGD UNDERGROUND UNO UNLESS OTHERWISE NOTED VER VERIFY WTR WATER WO WOOD WWM WELDED WIRE MESH W WIDE W/ WITH WR WATER RESISTANT WS WEATHER STRIP YH FROST PROOF YARD HYDRANT 3/4" BIB SPECIFICATION NOTES A. CONTRACTOR DESIGN 1. AS PART OF THE SUBMITTALL PROCES, THE SUCCESSFUL CONTRACTOR SHALL PROVIDE AN ENGINEERING DESIGN FOR FOUNDATION, AND SOG APRON AT THE ENV CTR. ALSO FOR THE FOUNDATION AND SOG AT THE MODULAR ATTENDANT OFFICE UNIT THESE DOCUMENTS STAMPED AND SIGNED BY A QUALIFIED ENG LICENSED IN WA STATE. SUBMIT (2) TWO SETS TO JCPW FOR REVIEW, AND (2) TWO WET SIGNED SETS TO JC DCD FOR REVIEW AND APPROVAL, THIS IS A CONDITION OF THE CONTRACT AND THE BUILDING PERMIT 2 BUILDING PERMIT.- JCPW HAS APPLIED FOR PERMITS AND PAID THE PERMIT FEES. THE CONTR IS TO PROVIDE DETAILS OF THE CONTRACTOR LICENCE, SIGN AT THE GENERAL CONTRACTOR INFO TO JC DCD (BLDG DEPT) AND PICK UP PERMIT THE CONTRACTOR IS TO PROVIDE AND PAY FOR THE ELECTRICAL PERMIT 3 SCHEDULE.- AT THE REQUEST OF THE OWNER, AND WITHIN 72 HOURS OF THE REQUEST THE APPARANT LOW BIDDERS SHALL SUBMIT A CONSTRUCTION SCHEDULE TO JCPW FOR REVIEW AND APPROVAL. i nr^,'FERSON COUNTY ®CIS rA -'14 �-, 0 00 U M —4 00 CIA Con Q U 3 0 3 O Fcl C GENERAL NOTES ALL WORK TO BE COORDINATED WITH OWNER'S REP TO AVOID A. CONFLICT WITH ACTIVITIES ON SITE ANY CONFLICT BTW DWGS, SPECS, NOTES AND DETAILS SHALL B. BE BROUGHT TO THE ATTENTION OF JCPW AND RESOLVED BEFORE PROCEEDING W/ THE WORK. C. ALL CONST AND INSTALLATION WORK SHALL BE DONE IN ACCORD W/ ALL APPLICABLE REQUIREMENTS. USE METHODS AS REQ TO COMPLETE WORK WITHIN LIMITATIONS OF ALL APPLICABLE LAWS AND CODES. D. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCL SAFETY OF PEOPLE AND PROPERTY. E. DO NOT SCALE DWGS,• USE DIMS SHOWN. CONTACT JCPW IN WRITING REGARDING ANY DESCREPANCIES. F WORK HOURS. WORK MAY PROCEED WITHIN THE HOURS OF 7 A.M. AND 7:00 P.M. MONDAY THRU FRIDAY. WITH THE EXCEPTION OF COUNTY OBSERVED HOLIDAYS. G THE CONTRACTOR SHALL SUBMIT ANY REQUEST FOR MODIFICATION TO THE OWNER'S REP (JCPW) IN WRITING. H IN THE DWGS, ITEMS THAT ARE EXISTING ARE INDICATED EXST' OR 'EX, ITEMS WITHOUT THIS INDICATION ARE NEW CONSTRUCTION. WHERE REQ FOR PURPOSES OF CLARITY, SOME ITEMS MAY BE INDICATED "NEW' J PARKING IS AVAILABLE FOR VEHICLES OF THE CONTRACTOR TEAM. PARKING TO BE DESIGNATED ONSITE TO SUIT WORK ACTIVITIES OF CONTRACTOR AND OTHER VEHICLE TRAFFIC ONSITE. SPECIFICATION NOTES A. CONTRACTOR DESIGN 1. AS PART OF THE SUBMITTALL PROCES, THE SUCCESSFUL CONTRACTOR SHALL PROVIDE AN ENGINEERING DESIGN FOR FOUNDATION, AND SOG APRON AT THE ENV CTR. ALSO FOR THE FOUNDATION AND SOG AT THE MODULAR ATTENDANT OFFICE UNIT THESE DOCUMENTS STAMPED AND SIGNED BY A QUALIFIED ENG LICENSED IN WA STATE. SUBMIT (2) TWO SETS TO JCPW FOR REVIEW, AND (2) TWO WET SIGNED SETS TO JC DCD FOR REVIEW AND APPROVAL, THIS IS A CONDITION OF THE CONTRACT AND THE BUILDING PERMIT 2 BUILDING PERMIT.- JCPW HAS APPLIED FOR PERMITS AND PAID THE PERMIT FEES. THE CONTR IS TO PROVIDE DETAILS OF THE CONTRACTOR LICENCE, SIGN AT THE GENERAL CONTRACTOR INFO TO JC DCD (BLDG DEPT) AND PICK UP PERMIT THE CONTRACTOR IS TO PROVIDE AND PAY FOR THE ELECTRICAL PERMIT 3 SCHEDULE.- AT THE REQUEST OF THE OWNER, AND WITHIN 72 HOURS OF THE REQUEST THE APPARANT LOW BIDDERS SHALL SUBMIT A CONSTRUCTION SCHEDULE TO JCPW FOR REVIEW AND APPROVAL. i nr^,'FERSON COUNTY ®CIS rA -'14 �-, 0 00 U M —4 00 CIA Con Q U 3 0 3 O Fcl C SPECIFICATIONS SPECIFICATION NOTES 100 THE SCOPE OF CONCRETE WORK IS SHOWN ON THE DRAWINGS. 072600 THE SCOPE OF THE VAPOR RETARDER IS TO BE UNDER THE CRETE THIS INLCUOES BUT NOT LIMITED TO THE FOUNDATION AND SOG VAPOR SLABS ON GRADE (SOG). INCLUDING BUT NOT LIMITED TO THE FOR THE ENV CTR AND THE FOUNDATION SLAB FOR THE RETARDER THE SOC AT THE MODULAR ATTENDANT OFFICE. MODULAR ATTENDANT OFFICE.- 1. TO BE 6 MIL POLYETHEYLENE SHEETING. A. ENG SUBMITTAL: THE CONTRACTOR SHALL PREPARE ENGINEERED PLANS FOR THE CONCRETE WORK AT THE ENV CTR AND THE AO. SUBMIT TWO SETS TO THE OWNER FOR REVIEW, WHEN APPROVED BY THE OWNER, PROVIDE (2) WET SIGNED AND STAMPED COPIES TO JC DCD. THIS IS A REQUIREMENT OF THE CONTRACT AND THE BUILDING PERMIT. 1. AT A MINIMUM, THE CONC SOG TO REINF W/ 114 BARS 16' O.C. AS WELL AS STEEL REINF MESH. B. THE CONCRETE SHALL BE CONSTRUCTED AS FOLLOWS. 1. WITH AIR ENTRAINED CONCRETE CLASS 4000 OR BETTER CONFORMING TO REQUIREMENTS OF SECTION 6-02, 2. PORTLAND CEMENT CONCRETE PAVEMENT CONFORMING TO THE REQUIREMENTS OF SECTION 5-05, OF THE 2014 WDOT STANDARD SPECIFICATIONS. J. A DRYING ADDITIVE OF NC534 OF 2 TO 3 PERCENT MAYBE USED IN COLD WEATHER CONDITIONS. 4. ALL BASE FILL MATERIAL SHALL BE WETTED AND COMPACTED BY THE CONTRACTOR WITH PROPER COMPACTION EQUIPMENT PRIOR TO THE PLACEMENT OF REINFORCEMENT AND CONCRETE. 5. PROVIDE SAW CUT CONTROL JOINTS IN SOG(S) 6. AFTER REMOVAL OF THE FORMWORK, ALL EXCAVATIONS TO BE BACKFILLED, COMPACTED, ROUGH AND FINE GRADED TO PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM THE NEW CONSTRUCTION. C. ENVIRONMENTAL CTR: 1. THE CONCRETE SOG AT THE NORTH OF THE ENV CTR (APRON) MAY BE PLACED AND FINISHED USING HAND METHODS. AFTER TROWELING AND BEFORE EDGING, THE SURFACE OF THE CONCRETE APRON SHALL BE BRUSHED IN A TRANSVERSE DIRECTION WITH A STIFF BROOM TO PROVIDE A NON SLIP SURFACE. 2. FOUNDATION FOR THE ENV CTR: TO BE EXCAVATED, FORMED AND PLACED ON UN–DISTRURBED EARTH. ALLOW ADEQUATED CURING TIME PRIOR TO THE PLACEMENT OF THE ENV CTR (SHIPPING CONTAINER) AND ANCHOR BOLTS. D ATTENDANT OFFICE: 1. THE CRAWL SPACE AT THE ATTENDANT OFFICE (AO) SHALL HAVE A REINF SOG WHICH IS DESIGNED AS PART OF THE CONTRACTOR PROVIDED FOUNDATION DESIGN. IT SHALL COMPLY WITH THE CONC SPECS SHOWN ABOVE IN THIS SECTION. THIS SLAB IS TO BE SLOPED TO DRAIN FROM THE EDGES TO A 18X 18X 12 " DEEP DRY SUMP THAT IS LOCATED IN THE CENTER (BOTH DIRECTIONS) OF THE SOG. 2. THE AO IS TO HAVE A CAST IN PLACE (CIF) PAD AT THE ENTRY AND ALSO A RAMP TO GRADE AT 1: 12 SLOPE. THIS RAISED SOG (STOOP) TO BE 6" THICK AND REINF. BROOM FINISH FOR A NON SLIP SURFACE IS THE NORTH–SOUTH DIRECTION. GRADE AND COMPLACT SOIL, AND PLACED ON A 4" THK BASE OF CRUSHED ROCK. 04200 A. PRECAST WHEEL STOPS PRECAST 1. 4000 PSI CONCRETE REINFORCED WITH A //4 CONCRETE REBAR 2. RADISUSED EDGES J. DIMENSIONS. 6' LONG 5" TALL 6" WIDE. 4. STAKE TO GROUND WITH 2" DIAMETER STL REBAR X 18" LONG 061000 A. THE SCOPE OF ROUGH CARPENTRY INCLUDES BUT IS NOT ROUGH LIMITED TO THE FOLLOWING: CARPENTRY 1. THE CONSTRUCTON OF THE ROOF ON THE ENV CTR 2. THE PARTIAL HEIGHT PERMETER WALL AT THE MODULAR ATTENDANT OFFICE (AO). J. FORM WORK FOR CIP CONC SOG OR FOUNDATIONS, 074100 1. 24 GAUGE METAL ROOFING TO BE INSTALLED WITH METAL CONCEALED FASTENERS. ROOFING 2 ROOF METAL AND ASSOCIATED FLASHING TO BE GALVALUME WITH KYNAR TYPE FINISH. COLOR TO BE SELECTED FROM THE MANUFACTURER'S STANDARD COLORS J. PAINT ALL CUT EDGES OF ROOFING 4. PROVIDE PRODUCT INFORMATION AND SHOP DRAWINGS FOR ROOFING. 07600 FLASHING AND SHEET METAL 079200 JOINT SEALANTS 133400 MODULAR OFFICE FLASHING: PROVIDE AND INSTALL 26 GA PREFINISHED SHEET METAL FLASHING AS SHOWN ON DWGS. GUTTER SCOPE: THE SCOPE OF THIS WORK IS TO INCLUDE, BUT LIMITED TO GUTTERS ON BOTH SIDE OF THE AO (ATTENDANT OFFICE) AT THE BACK SIDE OF THE ENVIRONMENTAL CENTER. GUTTER MATERIAL: PROVIDE AND INSTALL 4 X 4" 26 GA METAL PREFIN GUTTERS AND 3 X 4" PREFIN DOWNSPOUTS AS SHOWN ON THE DWGS. PROVIDE 12 X J6" PRECAST CONCRETE SPLASH BLOCKS. INTSTALL WITH SLOPE TO DRAIN AWAY FROM THE BUILIDNG. USE TOP QUALITY JOINT SEALANTS WHERE NEEDED FOR WEATHERPROOFING, USE THE TYPE OF SEALANT THAT IS RECCOMENDED BY THE MANUFACTURER OF THE MATERIALS TO BE SEALED. FASTENERS: All fasteners such as, but not limited to, screws, nails, bolts, nuts, washers, clamps, staples, shall be corrosion resistant. Examples include hot dipped galvanizing, stainless steel. Fasteners that will be in contact with treated wood or other materials, shall be of a type that minimizes corrosion potential for that use or application. All fasteners shall be approved in advance of construction by the owner. Product samples and specifications may be requested for approval. 1. FOR SPECIFICATIONS OF THE MODULAR OFFICE UNIT, SEE THE PROJECT MANUAL FOR MODULAR SPECIFCIATIONS, SECTION 133400 F .PERSON COUNTY DCD W 1^� M0 W QI 0 A Z U a U v1 W O Z Z O F-1 r� U )-4 W Cn t` M 00 01 �i N �9 0 J SPECIFICATION NOTES 0500 A. WATER SERVICE UMBING 1. INSTALL 'T' IN IN THE WATER SERVICE PIPE AND EXTEND THE WATER SERVICE FROM THE LOCATION OF THE EXIST SHUT OFF VALVE SOUTH TO THE ATTENDANT OFFICE. USE 2" POLYETHYLENE PIPE AND BRASS FITTINGS TO MATCH THE EXISITING WATER SERVICE. PROVIDE NEW WATER VAULT (ACCESSIBLE ENCLOSURE) TO ACCOMADATE THIS BRANCH OF THE WATER SYSTEM. PROVIDE ADEQUATE PIPE BEDDING MATERIAL (PEA STONE), AND JO"4- COVER OF COMPACTED NATIVE SOIL UP TO MEET GRADE. GALVANIZED FITTINGS WILL NOT BE ACCEPTED. 2. PROVIDE FROST PROOF YARD HYDRANT AT LOCATION SHOWN ON PLAN ADJACENT TO THE ATTENDANT HOUSE. TO BE MOUNTED ON 4X4" PTR WOOD POST. INSTALL 48" ABOVE GROUND AND SUNK 24" MIN. IN THE GROUND, BACKFILLED WITH COMPACTED e" MINUS CRUSHED ROCK. J. PROVIDE WATER SHUT OFF, IN AN ACCESSIBLE LOCATION ON THE NEW WATER LINE TO THE ATTENDANT OFFICE/ YARD HYDRANT, PROVIDE AND INSTALL NEW VAULT FOR THIS PURPOSE. B. EMERGENCY FACE WASH AND SHOWER 1. INSTALL THE EMERGENCY FACE WASH AND SHOWER AS SHOWN ON PLANS EAST OF THE ENVIRONMENTAL CENTER. 1. A EMERGENCY SHOWER TO BE AXION MSR EMERGENCY SHOWER AND EYEWASH AS MANUFACTURED BY HAWS AS MODEL 8300.158 OR EQ AS APPROVED BY THE OWNER. 1. B. THIS IS AN EXTERIOR INSTALLATION AND IT SHALL BE FROST/ FREEZE PROTECTED. 2. PC CONC VAULT TO CONTAIN EMERG SHOWER RUN OFF TO BE 500 GALLON TANK MODEL 500 TRASH" AS MANUFACTURED BY HAGERMAN PRE -CAST OF POULSBO, WA 98370. OR EQUAL AS APPROVED BY THE OWNER 2. A. SEE SEPTIC PACKAGE FOR ADDITIONAL INFORMATION. 2. B. SUBMIT PRODUCT INFO TO OWNER FOR REVIEW AND APPROVAL IN ADVANCE. SPECIFICATION NOTES .262000 1. DISTRIBUTE ELECTRICAL POWER AS SHOWN ON PLANS FROM ELECTRONIC ELECTRICAL THE EXISTING POLE MOUNTED ELECTRICAL PANEL. COORDINATE THE CORNERS OF THE ATTENDANT HOUSE (AO). AS SHOWN ON DISTRIBUTION LOAD WITH POWER DEMAND AT THE MODULAR ATTENDANT OFFICE. THE AO. 1A. ELECTRICAL TO BE AERIAL FROM THE POLE WHERE THE 2. DIGITAL VIDEO CAMERA(S) TO HAVE RESOLUTION OF 1080 PANEL IS LOCATED TO THE EXISTING POLE DIRECTLY TO THE EAST. 2A. VIDEO CAMERA TO BE UVC -GJ, AS MANUFACTURED BY EXTEND UNDERGROUND AS NOTED ON THE PLANS TO THE UBIQUITI NETWORKS, OR EQ AS APPROVED BY THE OWNER. EVIRONMENTAL CENTER AND THE ATTENDANT HOUSE. RECORDER (DVR) UNIT. CONTRACTOR TO PROVIDE PATHWAYS 13. EXTEND POWER EXISTING LIGHT OVER THE COMPACTORS (CONDUIT) FROM INSIDE THE AO UP TO THE CAMERAS POST TO THE NORTH AT THE HIGH LEVEL DIRECTLY NOTHE VIA THE J. DIGITAL RECORDER UNIT TO BE UVC -NVR DIGITAL VIDEO EXISITNG AERIAL ROUTE TO EXl POLE NEAR THE EXIYARD RECORDER UNIT AS MANUFACTURED BY UBQUITI NETWORKS, OR HYDRANT. PROVIDE SEPARATE PHOTO CELL FOR THIS LIGHT JA. UNIT TO HAVE A MINIMUM STORAGE CAPACTIY OF (1) 2. UNDERGROUND ELECTRICAL: PROVIDE PEA STONE BEDDING IN TERABYTE. ALSO, TO BE CAPABLE OF RECORDING A MINIMUM OF TRENCHES. INSTALL LOCATOR WARNING TAPE ABOVE ALL UNGD Y3 �_ �+ JB. UNIT TO BE CAPABLE OF RECORDING ONLY WHEN ITS ELECTRICAL CONDUITS J. ALL UNGD ELECTRICAL CONDUITS BPVC SCHEDULE 40. MOTION SENSOR HAS BEEN ACTIVATED. THE VIEWABLE RECORDING 3A. DIAMETER TO SUIT APPLICABLE ELECTRICAL CODE. C. SECURITY ALARM. PROVIDE DOOR AND WINDOW JB. ABOVE GROUND CONUITS TO BE EMT CONTACTS AT THE A0. 1. ONE DOOR CONTACT AND FOUR WINDOW CONTACTS. 321216 A. IN AREAS OF EXISTING ASPHALT (AC) PAVING: FOR ASPHALT 265600 EXTERIOR AEFFERSON COUNTYDCD 1. POLE MOUNTED, WET LOCATION RATED, LED FLOODLIGHT TO MATCH THE EXISTING POLE TOP MOUNTED FIXTURE. PROVIDE ONE LIGHTING PHOTOCELL FOR EACH POLE MOUNTED FIXTURE. USUAL TRAFFIC TO ACCESS THE ROAD SHOP AND THE SW DROP 2. AT THE ENVIRONMENTAL CENTER, PROVIDE AND INSTALL WET TO ALERT DRIVERS TO CONSTUCTION ACTIVITIES. ALSO, USE STEEL LOCATION RATED CANOPY LIGHTING. SIMILAR TO E-CONOLIGHT PLATES TO COVER THE TRENCH AS NEEDED PERMIT TRAFFIC TO #E-CC5 SERIES F/XITURES, AS REVIEWED AND APPROVED BY 2. BACKFILL OF TRENCH: FOLLOWING THE PLACEMENT AND THE OWNER. BEDDING OF THE UTILITY FILL TRENCH TO SUB -PAVING LEVEL J. WIRING TO BE ENCASED IN CONDUIT WITH THE EXCEPTION J. TOP SURFACE. • INSTALL 2" MINIMUM ASPHALT PAVING (HOT OF THE AERIAL LIGHTING OVER THE EX RASH COMPACTORS. 270500 A. COMMUNICATIONS: EXISTING AC PAVED AREAS. ROLL FOR SMOOTH TRANSITIONS AND COMMON- 1 PATHWAY FOR PHONE: INSTALL 1-1/2" DIAM UNGD CONDUIT 4. SAWCUT ASHPHALT SURFACE 6" BEYOND THE SIDEWALLS OF ICATIONS WITH PULL STRING FROM THE EASTERN POLE ALONG THE SOUTH PATCH AND EXISTING PAVEMENT WITH HOT LIQUID ASHPHALT FENCE LINE. SEALER. AT THE TIME OF APPLICATION OF THE HOT MIX AC, THE 1 A. THE TELEPHONE PROVIDER WILL INSTALL PHONE LINE ON J2921 J A. FOR PURPOSES OF EROSION CONTROL AND STABILAZATION OF BEHALF OF THE OWNER. SPECIFICATION NOTES 282329 A. PROVIDE AND INSTALL SECURITY SYSTEM AS FOLLOWS: ELECTRONIC 1. SYSTEM TO HAVE WIRED VIDEO CAMERAS, POLE MOUNTED AT SECURITY THE CORNERS OF THE ATTENDANT HOUSE (AO). AS SHOWN ON THE PLANS. THE DIGITAL VIDEO RECORDER IS TO BE LOCATED IN THE AO. 2. DIGITAL VIDEO CAMERA(S) TO HAVE RESOLUTION OF 1080 PIXELS (HIGH DEFINITION RESOLUTION) 2A. VIDEO CAMERA TO BE UVC -GJ, AS MANUFACTURED BY UBIQUITI NETWORKS, OR EQ AS APPROVED BY THE OWNER. CAMERA(S) TO BE HARD WIRED TO THE DIGITAL RECORDER RECORDER (DVR) UNIT. CONTRACTOR TO PROVIDE PATHWAYS (CONDUIT) FROM INSIDE THE AO UP TO THE CAMERAS POST MOUNTED ABOVE THE ROOF AT THE CORNERS. J. DIGITAL RECORDER UNIT TO BE UVC -NVR DIGITAL VIDEO RECORDER UNIT AS MANUFACTURED BY UBQUITI NETWORKS, OR EQ AS APPROVED BY THE OWNER. JA. UNIT TO HAVE A MINIMUM STORAGE CAPACTIY OF (1) TERABYTE. ALSO, TO BE CAPABLE OF RECORDING A MINIMUM OF (4) CAMERAS. JB. UNIT TO BE CAPABLE OF RECORDING ONLY WHEN ITS MOTION SENSOR HAS BEEN ACTIVATED. THE VIEWABLE RECORDING TO START 10 SECONDS PRIOR TO MOTION EVENT. C. SECURITY ALARM. PROVIDE DOOR AND WINDOW CONTACTS AT THE A0. 1. ONE DOOR CONTACT AND FOUR WINDOW CONTACTS. 321216 A. IN AREAS OF EXISTING ASPHALT (AC) PAVING: FOR ASPHALT RESTORATION, PATCH ASPHALT AT THE TOP OF UTILITY TRENCHING. PAVING REFER TO PLANS FOR EXTENT. 1. PHASING OF THE TRENCHING AND PATCH WORK TO ALLOW THE USUAL TRAFFIC TO ACCESS THE ROAD SHOP AND THE SW DROP BOX SITE. USE CAUTIONARY SIGNAGE AND FLAGGERS AS NEEDED TO ALERT DRIVERS TO CONSTUCTION ACTIVITIES. ALSO, USE STEEL PLATES TO COVER THE TRENCH AS NEEDED PERMIT TRAFFIC TO ACCESS THE SITE. USE BMPS FOR TRAFFIC CONTROL. 2. BACKFILL OF TRENCH: FOLLOWING THE PLACEMENT AND BEDDING OF THE UTILITY FILL TRENCH TO SUB -PAVING LEVEL WITH CDF (COMPACT DENSITY FILL) UNDER AC PAVING. J. TOP SURFACE. • INSTALL 2" MINIMUM ASPHALT PAVING (HOT MIX) TRAFFIC SURFACING AT UITLITY TRECHES THAT CROSS EXISTING AC PAVED AREAS. ROLL FOR SMOOTH TRANSITIONS AND SURFACE. 4. SAWCUT ASHPHALT SURFACE 6" BEYOND THE SIDEWALLS OF THE TRENCH FOR STRAIGHT JOINT. SEAL JOINT BETWEEN AC PATCH AND EXISTING PAVEMENT WITH HOT LIQUID ASHPHALT SEALER. AT THE TIME OF APPLICATION OF THE HOT MIX AC, THE TEMPERATURE AT THE SITE TO BE 40d F. MINIMUM. J2921 J A. FOR PURPOSES OF EROSION CONTROL AND STABILAZATION OF SEEDING THE SURFACE OF THE SITE, ALL DISTURBED SOIL AREAS CAUSES AND BY THE WORK OF THIS PROJECT SHALL BE HYDROSEEDING OR MULCHING SEEDED AND MULCHED. 1. SEEDING 1A. GRADE, FINE GRADE AND RAKE DISTURBED AREA IN PREPARATION FOR SEEDING. REMOVE OR PRESS IN STONES THAT ARE EXPOSED. HYDROSEED WITH A MIX OF GRASSES THAT ARE SUITABLE FOR THE QUILCENE CLIMATE. IF NECESSARY, MULCH THE AREA WITH CERTIFIED WEED FREE STRAW. 1B. FOLLOWING PLANTING, IRRIGATE NEWLY PLANTED AREAS AS NEEDED TO ASSURE HEALTHY NEW GRASS. co x 0 00 00 U M a � �v�zsQ U•o �� Q 3� O �, FO-' M O � z W � f's ropvgrephic Survey of a portion of the Northeast Quarter of the Northeast rafter and the Southeast Quarter of the Northeast Quarter ?f Section 23, Township 27 North, Range 2 West, W.M., Jefferson County, Washington ^FFER-SON COUNTY [SCD HORIZONZAL �AIIlM WASHINGTON COORDINATE SYSTEM OF 1927, NORTH ZONE NORTH AMERICAN VERTICAL DATUM OF 1988 (MVV 86) � £ML"rIA4M1fiK PK M42 !N ASP ALT ELEVATION m 96.6 FEET NO 1. EXISTING UTILITIES SHOWN HEREON ARE a4SED ON ABOVE GROUND OBSERVATIONS AND SHOULD BE CONSIDERED APPROXIMATE AND POSSIBLY INCOMPLETE 2. FIELD WORK FOR THIS SURVEY WAS PERFORMED ON NOVEMBER 2, 3, 4, 2015. I HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF WASHINGTON AND DECLARE THAT THIS AWP CORREC71Y REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED UNDER MY SUPERVISION, AND MEETS OR EXCEEDS INDUSTRY STANDARDS FOR TOPOGRAPHIC SURVEYS OF ITS CLASS, • PERFORMED AT THE REQUEST OF GORDON RAMSTROM IN SEPTEMBER, 2015. FIR 3� S 0 W H LWIM -0- PO*W POLE m, WY POPE 2 � # LLBI HIES N ? Q) ELECTRIC AWMI OTPED TE[ErHONIE PEDESTAL i q O C G1E POS! ® HOLLAND 0 30 60 rMCANGE_ YARD IIYMW SCALE IN FEET A WAM? l -W 0.5 -FOOT CONTOUR INTERVAL Xoao savor EREVAmN 1.0 -FOOT CONTOUR INTERVAL J EDGE OF TREE UNE C— am UMW FENCE OIEiwoiO PIOMEII' ^FFER-SON COUNTY [SCD HORIZONZAL �AIIlM WASHINGTON COORDINATE SYSTEM OF 1927, NORTH ZONE NORTH AMERICAN VERTICAL DATUM OF 1988 (MVV 86) � £ML"rIA4M1fiK PK M42 !N ASP ALT ELEVATION m 96.6 FEET NO 1. EXISTING UTILITIES SHOWN HEREON ARE a4SED ON ABOVE GROUND OBSERVATIONS AND SHOULD BE CONSIDERED APPROXIMATE AND POSSIBLY INCOMPLETE 2. FIELD WORK FOR THIS SURVEY WAS PERFORMED ON NOVEMBER 2, 3, 4, 2015. I HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF WASHINGTON AND DECLARE THAT THIS AWP CORREC71Y REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED UNDER MY SUPERVISION, AND MEETS OR EXCEEDS INDUSTRY STANDARDS FOR TOPOGRAPHIC SURVEYS OF ITS CLASS, • PERFORMED AT THE REQUEST OF GORDON RAMSTROM IN SEPTEMBER, 2015. 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L-_ • ---- ------ - NOTS POTENIALD-_-- -- 3 FUTURE Cl}MPACTORS DENNcROITE'iOF ----------- PY�rRIMA - - - �4ti�°-'•i I&DGE OF EX r a�_�= 1 X TRAS GD -- - -_ y EL€qT SERVICE uEE t AS'r'MLT_.. _ UTIL" PLAN TYP 1 ' may_ R a= r 00 - i INTAIN ! USED �' - 00 t C jVST PHA / f , E-A MO}41LE'; C� FICE E -I Ch W , a� n s TRAILER o T CII SFE D L EX GATE TO RkMAINr i 0 1 ATTENp.e�I T OFFICE (AO) GRAVEL SURFAC DX C3 G + i t SEE DWO. SERIES A,2 j ACCESS OR) Ko EX t{ j� FOR A04 INFO l COUNTY RD SH P I l EDGE of Ex I POWER OVHD ' Or t EX AO t - r-, AC TYP - - - �EhlAI SEE U TILI S PLAN- i I� FJT P` NTiAL- t — F� URE I V€GWENT -- --�--i --- 0 - - - - - - - - - SEPTICTILITITY PLAN ANANSPORT D a SEE � - - _ - - - -_FX PP AN €L€CT PAIL TO ` - - - - - - - - - - Y SAW CUT, RE,' 6i AC PVGI � EXCAVAIT€ TRENCH IN SEPTIC PACKAGE' MR ADOL w � EM€ 'SHOWER AN STORE WHEN WORK IS GRA VELI DRIVE. BACKFILL IN.FC. [— REMAIN, SEE TILITY PLAN EN1. CTRj SES A2 CATCH T VAULT C P SEE UTIL PLAN ANDWITH COF AND TOP WITH SEPTIC CON AT EX SEPTIC 00 SERIES DWGS FOR .. I/ h—I SEE SHT I.3 FOR �,+ CH D� 9 (6) T J- CRUSHED TANK Y" SEE UTILITY FLAN V1 � ' EX POWER GVHD FURTHER INFO /3GRA ADOL INFO y �n / Ca 'AlNIT ]STONE AND AND SEPTIC PACKAGE / EDGE OF NOTES: EX SITE ACC N+ Y1 AC TYP iI I O WOODED BUFFER — EX POW 1. SEE ENLARGE!) SITE PSN/DWG ACCESS TO COUNTY SH / MM � W � OVH r SO.4 FOR ADDS: INFO. AND DROP OX 2. COORD CONTR WORK SCHEDD1 LE CONSTRUCITO QI V WITH OPEpATION HOURS OF THE r I O SW Pf?OP BOX SITE � j�wa 3� �'" Uri x � KEY SITE PLAN f..a - a Scale In Feet 1" = 40' enW &, a N 0 10 50 100, .r' 'FFER SON COUNTY ®CCS V i STORM WATER MANAGEMCN'T NOTES 1. DISPERSION OF ROOF RAINWATER: ROOF STORMRATER AT INE ATTENDANT OFFICE; AND ENV CENTER TO BE DISPERSED IN THE DIRECTION OF FLOW, SEE PLAN. 2. ALL PAVED AREAS ARE SURROUNDED BY GRASSY OR WOODED DISPERSION AREAS. J. DURING LAND DISTi;IRONG ACTIVITIES, THE CONTRACTOR IS TO MAINTAIN GRASS COVERED AREAS, MULCH AND RESEED DISTRUBED AREAS TO PREVENT EROSION. d. USE SILT FENCE TO SURROUND AREAS OF EXCAVAMN FOR FOUNDATION'S, TRENCHES SLAB ON GRADE AND OTHER DISTURBED AREAS. 5. FOLLOW ALL BMPS TO PREVENT EROSION. ALL DISTURBED GROUND AREAS TO BE HYDROSEEDEO. 5. WORK TO COMPLY WITH ALL APPLICABLE REQUIREMENTS. STORMWATER PLAN 0 50 100 ----------------------------------- TABLE OF AREAS EX HARD SURFACE EX ASPH PAVING 12,664 S.F EX ATTENDANT BOOTH 74 S.F. SUB -TOTAL IZ735 S.F NEW HARD SURFACE PARKING 649 S.F. ENV CENTER APPROACH 320 S.F. ENV CENTER 725 S.F. NEW ATTENDANT OFFICE 275 S.F SUB -TOTAL 1,969 S.F TOTAL HARDSURFACE 14,707 S.F ' O COUNTY LCD Cn It 00 F"I a� W rn POTENTIAL f EXE ANSION IN ODNr C (Typ) a EX P POLE EX EXIST SEWER POLE L�LECT PNL 25 ~ EX 2" POU 1 r ; t EXIV AC o PAUL ,ENT ® TO RL: IN Dr CONiF EXIST U TICSOM EX AO AT} RADE CUTOVER r f AO.I AO TO BE EwtidC7VE BY OWNER CNV CE ER _ SEE A2 -- -_ �.J------- '------- --- - EXIST OHVD UNda-aECr AND ELECT PHONE SEPARATE CONDUIrS TO ENV CTR EX POWER POLE 7 WITH EX AREA LIGHT PRIMARY POWER OVHD -� EX SHUT -C VALVE FOR SITE r TAP jam. EX 2 1 R L{NE I9y- - SEE IN ` VAULT TO SUIT T UI? WTR CINE E SiON �~ PATCI WTR TR W/ 4C PAVING;. SEE DETL [SHT A3. 1 r � y NOTE. ALL WTR CiYqE -FR:TIPIGS TO BE BRASS.\ r - r ee i EX GATE AND FENCE PROTEC EY, UNOG ELECT TOS OAD SHOP / PROTECT EX UNGD ELECT TO -1 FUEL S'YST --lip- FUT SANICAN f, BY OWNER Y� EPi7C TANK, O ELECT IN CONDUIr To 0 EME SHOWER AND CATCH NT C' SEE SHT Al. FOR A L INFO i UNDG PHONE rO AO 11 UTILITIES SITE PLAN Scale In Feet III = .• • 10 50 100 4 u cod 00 00 ------------------------------ ___-_____---_T ------------- �- r=T [�1 G1 I ,-_ E� RaAD Vi°("OP MpBILt OAFICE W 1 4 1 1 y y i I ROL�CJ�� AEFE-AF. SOUTH~ - ,k —F THE FENCE LINE (APPROX O H .' 48' WIDE) TO SUIT TRENCH U FOR TRANSPORT PIPE ; a I , REMOVE PROTECT EX / C. 0. h --I FENCE TYP 1 a C.O. 00 f "y REMOVE EX STUMPS � 1♦lGO StPTIC TRANSPORT PIPE, REGRADE ALONG Q� FENCE AT EX PKG. SEE SEPTIC PACKAGE Q ►3 EX SEPTIC TANK W/ EX Y' M SAWCUTI EX AC PAVING, PHASE COrINECTTrON; SEE SEPTIC 4 WORK ALLOW VEHICLE ACCESS PACKAGE TO FUE�INo STATION AT ALL TIMES. QI SEE D SHT A3. 1 O .� a 0RATED CLEAN OUT (CO), EI�SEPDC PACKAGE sO r--1 s F-+ d,0 N x r W �-4M rD JEFF R ON COUNTY ®CO rn0 LEGEND LIGHTING: POST TOP MTD FLOOD LIGHT POST TOP M7D FLOOD LIGHT L2 f SURVELIANCE CAMERAS POST TOP MTD SURV CAMERA G 1 POST TOP MTD SURV CAMERA OST TOP MTD SURV CAMERA 4� FUT NIC NEW LIGHT ON Tt OF EX POLE SEE LEGEND -A — EXTEND POWER OV D TO `t NEW LIGHT ON EX LE I I iMny-----�-- 1 ._5,. EX HYDRANT EX CYCLE - FUT E N 1 1 1 1 N/C UNGO WTR (2) 9 B' PKG - - EXTENSdON SEE SPACE TH PC UT/L PLA)V A0.3 �� CONC WH L S3 1TO SEEDC-A 0 EX TRASH - FUT NIC EX\LIGHT ON Elf POLE — DENOTES EDGEAOr EX SOUTH EAST POWER WOODED AREA POLE WITH EX ELECT NEL INCREASE CAPACITY T 125 AMPS. THREE T ENLARGED SITE PLAN I Scale In Feet 1" = 20' 0 10 50 100 BOLLARD SEE DETL EIsWIF6NM'ENT,AL CENT -��A2 S2 •DWGS FOR ADDL INF,C CUP SUBMITTAL SET S0.4 EX AC PAVEMENT ATTENDANT F k SEE DWG SE ¢AMERA SEE LEGEND HIS SHT EX ATTENDANT OFFICE TO BE REMOVED BY OWNER OF {6)� 5 T A3.1 —` — __. — .. EX SOUTH POWER -POLE_ 1. TRANSITION POWER -AND PHONE FROM GVHD TO LINGO WIRING IN Ch"DUIT TO AO AND ENV CTR. 2. PROVIDE ELECT DISCONNECT' F,OR AO AND ALL POWER OTHER THAN THE L., COMPACTORS. Al FIELD SAWCUT AC PAVING SEE TRENCH DETL SHT A3. 1 EX ACCESS GATES BOLLAR TYP 07(2) - "--' 12x 1 C PKG EX GATE POSE SPACE PC F7 -1 CONC WHEE L J STOP AND HC GNAGE FUT SAN! CA' 1 BY OWNER SEPTIC TANK I UN(D ELECT PC CONC WHEEL LNc o TELCOM STOPS (4) TOTAL SEPTIC RANSPORT LINE e ;Na tAT(t( +rt 1400L INFO ;...�.:.�9:aON COUNTYDCD QUILCENE SW DROP BOX SITE - IMPROVEMENTS ENLARGED SITE PLAN 295312 Highway 101 Quilcene, WA 98376 APRIL 7, 2017 PROJECT # 401 594 1984 Jefferson County Public Works 623 Sheridan St. Port Townsend, WA 98368 Drawn by: GDR rn 14 1-4 20'-0" 5'-0" C 00 5'-0" �o BOLLARD SEE DETL TYP. v en 00 CONC RAMP 2'_3" 6'-0" (�]]" C-A3.1 � SLOPE TO GR Co N LNDG r CANOPYBOLLARD SEE OVE 59-259 DETL TyP,OS Wf b A co - SLOPE ON zoo SPALSHBLOCK U rA 1: 12 MAX p 4' - 0" TYP AT CORNERS 3' - 0" -4 �' 70 0 3 , -0" 1 E- trA Li ❑- NOTE: PLUMBING FIXT ARE cn 0 � 4X4 PTR WD CORNER SINK W.C. CONTINGENT ON THE ti p-I A POST UP ABOVE ROOF 2" 42" 12" [ AUTHORIZATION TO CONNECT TO LINE TYP AT ALL FOUR 0 mzrjf EXIST ONSITE WATER SERVICE CORNERS, SEE SECTION _ 00 O FEXT WALL MTD Ln EMERGENCY POWER GENERATOR o0 41 24 X 12" GALV STL VENT„ WITH BKT 2 rI INPUT RECEPTICLE 72'-' WELL (TYP-) ONE OF TWO TOILET 't 0,C SPLIT SYSTEM w " p HVAC UNIT HOSE BIB FROST 42” % z o PROOF YARD HYDRANT ❑' CASHIER \ / / cv w �i MTD TO PTR 4X4'X6'-0" O �/ ✓ f-� SUNK 2'-0" INTO THE 2'-0" IJ � O U 12 GROUND Fsl " a INSTALL BACK UP EMERG - Oc.. a SHOWER VAULT ALARM (AU016 - 12 BULLETIN BD 30 X 30" GALV STL CRA WL ^� \ Q a AND VISUAL) INSIDE AO. (NIC) ACCESS WELL SEE DETL � 1 INSTALL WIRING IN CONDUIT.CONC SPLASH BLK AT EA OS a; .. 42 � 12" \ TYP (4) TTL ��® c NOTE. REFER TO RCP 71/�%JJ�� r�� e� n BELOW M ❑ RECESSED ?IP 12" AFF 120 A ELECT PANE\:❑� �LRMTD SAFE BY OWNER BELOW, 40 GAL f BD W r3 5'-0" WALL MTD HOT WATER HEATER ABOVE O 24 X 12" GALV STL VENT WELL SEE DETL— EXT ELECT RECPTACLE W LOCKERS BY OWNER SCALE: 1/ 4" = 1'-0" Q � � MODULAR ATTENDANT OFFICE Scale In Feet ENLARGED PLAN 1 3 5 10 150 O z AIR DELIVERY TIN= REGISTER TYP 24X24" LAY IN A N 24X48" LIGHTS WITH (2) ACT CLG w N T8 TYPE TUBES ANO - a ELECTRONIC BALLASTS. TYP - r EXHAUST VENTaN ��y RETURN AIR GRILLE v v N B MODULAR ATTENDANT OFFICE REFLECTED CEILING PLAN Scale In Feet scve V e" - V-0- 5 10 15 A W U v� v� 4X4" PTR POST, ANCHORED TO FRAMING WITH HOG HWDE TO SUIT. TO RECEIVE LIGHTING OR SURVELLIANCE CAMERAS AT CORNERS OF THE AO AS SHOWN ON PLAN 4X4" PREFIN MTL GTR Wf 3X4- DS AT BOTH ENDS OF GTRS. INSTALL GTR SCREEN FULL LENGTH OF BOTH GTRS FILL, COMPACT AND FIN GR SOIL TO DR AWAY FROM MOD UNIT. MAINTAIN 5" CLR FROM GR TO FLR LVL. TYP ALL AROUND EX GRD (98.5) AT WEST END OF MOD TYP EX GRD (98.0) AT EAST END OF MOD TYP FTN GRADE MODULAR FLR LL LEL :y%j r L. :=' E /= 99.5 `L L SLIDER WINDOW F7XED WINDOW cD W/2"PTD I WO TRIM TYP M UNO 12 X 24" VENTWELL, 7 TYP OF THREE SEPTIC DRAIN IN CRAWL SPACE, 1 l CONNECT TO PLUMBING —# SEPTIC TANK, SEE UTILITY PLAN AND THE SEPTIC PACKAGE MODULAR ATTENDANT OFFICE 3'- 0 PROVIDE ACCESS WELL TO CRAWL SPACE AT THE EAST END OF THE MOD. MODULAR ATTENDANT B OFFICE SECTION Scale�%1/ffff%.+.��ffff/ffflff//1"'/fffff.�fff� , %f/�%/.�f/.�fff� i//fffffffffffffffffffff•✓%�I 1 1 3 5 10 15 NOTE SOD AND ORGANIC SOIL TO BE REMOVED PRIOR TO EXCAVATION AND GRADING AND STOCKPILED ONSITE, TO BE SPREAD AND FINE GRADED AT A BY CONTRACTOR PRIOR TO SEEDING 3'-0" I 0 PRE MANUFACTURED I GALV METAL AWNING OVER ENTRY 7'-0" X 36" STL CLAD SECURITY DOOR FLR TO BE LEVEL BOTH WAYS O CIP CONC PAD, SLOPE TO DRAIN AWAY FROM 00 MOD AT 2% FIN GRADE TYP EX GRD AT EAST END OF AO 4" REINF CONC SOG W/ J(4) RE -BARS 16.06" O.C., EA WAY, W/ STL ,WESH REINF. ON 6 MILL POLY VAPOR RETARDER. ALL ON 4" THK LAYER OF 7/ 8" COMPACTED CRUSHED STONE. ADD THICKENED SLAB ALL AROUND FOR PERMITER WALL, NOTES: 1. THE SUCCESSFULL CONTR SHALL SUBMIT AN ENG DESIGN FOR THE FOUND, AND PERIMTER WALL AT THE MOD AO, THIS IS A CONDITION OF THE CONTRACT AND THE BUILDING PERMIT 2. ALL EXT MTL HOWE TO BE HOG. (OR 316 SST) PRE -DRILL HOLES FOR ALL FASTENERES. J. USE PTR ROT RESISTANT WD AS REJD BY CODE, FOR THE FLR STRUCT AND BOTTOM OF UNIT UP TO THE FLR LINE. 4. PERMITER FRAME STEMWALL TO BE CONSTRUCTED OF PT 2" THK NOM LUMBER TO SUIT LOADS PER ENG DESIGN. CLAD WD STUDS WITH PT PLYWD SHEATHING, CLAD EXTERIOR OF STEMWALL WITH 5/ 8" THK CEMENT BD AS APPROVED BY THE OWNER. SEAL ALL JOINTS AND PAINT TO MATCH BODY COLOR OF MOD AO. 0, n JEFFERSON COUNTY DW mt 00 O� O U O 04 a N WQ , L N d «L -6L q � O O q �U n L-1 19 JEFFERSON COUNTY DCD A o0 y M 00 0 U Iwo r. P rA 4-4 N °ti'�oa,A r/1 00 - F-4 a*, q � O p CL CL U z Q � �QU� N o O q �U n L-1 19 JEFFERSON COUNTY DCD A o0 y M 00 0 U Iwo r. P rA 4-4 N °ti'�oa,A r/1 00 - F-4 a*, M if 0 ,p----� 2,-¢ % 0 �o 00 CIP CONC APRON SEE 40' J ~ DETL A2.2 I FINISH WITH COARSE FEXT AND EYE WASH SH BU LARD, SEE DELL BROOM IN N -S DIRECTION, FMTD TO INSIDE OF 'Nr+C- T L��A3. 1 SPACE EO PROVIDE SAWCUT (4) EX ROLL -UP EXIST PL YWD 'm. a a 0 a a 1 t t a a a a a a a dw CONTRACTION JTS AT 48" m DRS TYP PARTITION TO REMAIN 0. C. — --_ ' O y EX CARGO DRS TO — — ` ` ` ` T � 0 REMAIN CLOSED � f — — — � Y \ / � � � % ` �' � O (� rA 44 M INTERIOR EQUIP SHOWN n1 _ - r ' "- TIGHT — r — 1 STORAGE j �/ I — N G r_-_� _ PFOR INFO ROVIDED BYLOWNERBTYP OIL TANK I (ANTI FREE2t I II?AYTr_fvlEa I �8UL8 smi? I I SPILL I I_-� J LJ L J L +�.wi..'1/ Now aaaarn�rs# NOTE EVERG SHOWER SEE 00 1. TRIS SHIPPING CONTAINER ( DL7LS SHET AI -3 IS LOCATED ON SITE (5EE SHIPPING CONTAINER PLAN g SPILL KIT 8Y TOPO SURVEY). TO BE OWNERL EX 28" W X 25 2" D X 43" 1-4� a*,SCALE. 1/ 8" = 1 '-0" ( TALL SAFE TO REMAIN FOR M_ RELOCATED UNDER THIS RELOCATION BY OWNER CONTRACT. .--i O 2" .i'-10" 4'-0" 4'-D" 4'-O" 4' -fl" 4'-0" 4'-0" 2" � 0 � LIN OF SHIPPING R F LINE 24 GA GALV RFG, PTD ALL CUT ,�/ E; CO AINER R W TYP EDGES TO MATCH RFG COLOR QI L�iU 5/8" MA. THREADED ROD (TR) WELD TO TOP OF CONTAINEII ¢s (6) LOCATIONS TYP M-0 — PTR 2x2's ® 24" O.C. TYR FT7 f— a I FULL LENGTH OF CONTAINER I N SCREW TO 08 's w/ 18X2,75 H [� S.S. SCREWS W/ NEOPRENE [> o WASHERS, COLOR TO MATCH o ROOFING W PTR 4x8 HEM-FIRNOTE: PTD ALL sv AT TOP OF CONTFOOF FRWG, AS, AINER AFTERrwl GSR ASSEMBLY �" v U RODE PLAN SCALE. • 1/ s" = 1'-0" A a 6" REING CONC SOC SPACE BOLLARDS EQUALLY (APRON) SLOP FROM GR _0,• _O UP TO FCR LEVEL OF 2'-D JEFFERSON COUNTY ®CIS � w p.,ENV CTR. SEE SECTION DWG A2.1. REINF WITHM 4 REBAR 16" O.C. EA 6" 0- SCHED 40 571 BOLLARD, AY, AND IN VERTICAL FILL WITH CONC. 16" D. BY 24" WALL, USE REINF MESH 3g'-8" DEEP CONC FTR. PTD SAFETY ALSO FIELD VERIFY SHIPPING CONTAINER DIMS ORANGE. TYP OF (6) AT ENV CTR. rTl O 4 N U x � CIAa - — — — — — SEE FOOTING DET SHT A2.3 —`—-------- SOUTH EDGE OF SO AND VERTICAL WALL NOTE. The concrete shall be constructed. 1. With air entrained concrete Class 4000 or �{ better conforming to requirements of Section SEE FOOLING DET SHT I 6-02, A23 I 2. or Portland Cement Concrete Pavement conforming to the requirements of Section 5-05, of the 2014 WDOT Standard — — — — — — ^ — Specifications. LINE OF SHIPPING p A drying additive of NC5Jcold of 2 to 3 CONTAINER ABOVE percent concrete used in cold weather conditions. 4. The concrete pad may be placed and finished using hand methods. After troweling and before edging, the surface of the concrete FOUNDATION PLAN pod shall be brushed in a transverse direction with o stiff broom SCALE. 1/ 8" = 1'-0" U S" VERT DIM OF 24 GA METAL FASIA W/ HEMMED BOT EDGE ° SAWCUT EX AC PAVEMENT, SEAL GAP FOR SMOOTH r,3,—O"- TRANSITION �1..— 24 GA GALV CORR RFG ATTACH TO 2x4"s PER MANF SPECS, PAINT ALL CUT EDGES PTR 4x8" ATTACH TO 4x12" W/ SIMPSON BC4 AND BY TRRD SCREW PTR TO 08 w/ 1110x2 3/4" SST SCREWS 114" GALV SCREEN TM. ALL AROUND SECURE WITH SST SCREWS ;2'0.C, ALL AROUND PID 4x12" PIR BM ANCHORED TO CONTAINER w/ 1/2"x 12 1/ 2" TR WELDED TO CONTAINER PER PLAN 6" CONC ACCESSIBLE SOG (APRON) SLOPE T NORTH AT 1:12 TYP AT THE FULL LENGTH OF ENV CTR ACCESSIBLE CONC SOG (APRON)ATTACH PTR 2x4" TO BOT W/ VERT WALL AT SOUTH EDGE OF CONTAINER FOR GALV SCREEN To PROVIDE RECESS FOR THE ANCORAGE w/ /8x I' SST SHIPPING CONTAINER, SEE ENLARGEMENT BLW (OPH) SCREWS 0 12" O.C. ALL AROUND RIGHT SIDE VV/EST ELEVATION SCALE: i/ 8" = 1'-0" EMERG SHWR THIS SIDE, SEE DETLS A1.3 (2) DS WITH PC CONC SPLASH BLK AT EA - CONCEALED FAS RFG PNLS PROVIDE & INSTALL 4X4" PREFIN GALV GTRS, DS. 4VD BKTS f Q w 114-x 1/4" GALVTL SCREEN I f 1! f TYP. PROVIDE 2 f]4 20ANCHORAGE f l �tJwERG SHOWER ® TOP w/ SST S 04" O.C. Wt f f SEE pETLS SHEET 2x2 P.T. STIFFEN11Yt AT BASE f I! y f A 1, 3 J PAINT BL -k), — I. f 1� C— 7 E'-+'.�wr..rr�1�1 REAR 'SOUTH;) ELEVATION SCALE. 1/ NOTE.- SEE NOTES ABV ON THE 39'-112" (FIELD VERIFY) RIGHT SIDE ELEVATION. '-O"T4'-0"4 `-O"-j-4 -a"4 -ti"4 "=0'T4 -0 SEE ENLARGE;NENT BLW 3'-0" FOR ADDL INFO tr I _, ti-78 '-�" LEFT EAST SIDE ELEVATION'' SCALE: 1/ 8" TOP OF CONC APRON ALUGNS 1 WITH THE FLR LINE OF ENV CTR FOR SMOOTH TRANSITION --\ i it EMERG SHOWER SEE DETLS SHEET f I A 1.3 E-1 SEE ENLARGEMENT BLW 6" REING CONC ACCESSIBLE SOG (APRON) FORM WALL EDGES WITH PLYWD. MINl1AIZE GAP TO CONTAINER, 1: 12 MAX SLOPE VARY SLOPE TO MEET GRADE. CUT BACK (SAWCUT) AC PAVING AS NEEDED TO CREATE UNIFORM TRANS77ON FROM EXT GR TO CONC APRON REINF CONC PIER f I ------ REINF CONC SOG W/ #4 BARS 16" -__ -_- O.C. FA WAY, REINF AT STEM WALL I ALSO. INCLUDE STL REINF MESH FOUNDATION AT EA END OF _--- - - - - - - - - - AT BOTH STEM WALL AND SOG ENV CTR VERTICAL REINF CONC STEM WALL GRADE AND COMPACT FILL AS TO TICAL Rf UNDISTURBED SOIL NEEDED FOR GR TRANSIION, PLACE AND COMPACT 4" THK LAYER OF CRUSHED ROCK BASE ENLARGED CONC APRON SECTION .SCALE: 1/ 4" = 1'-0" ! I EX OPNGS W/ ROLLING DRS TO REMAIN iC FRONT NORTHELEVATION SCALE. 1/ 8" = 1'-0" NOM- All fasteners such as, but not limited to, screws, nails, bolts, nuts, washers, clomps, staples, shall be corrasion resistant. Examples include hot dloped galvanizing, stainless steel. Fasteners that will be in contact with treated woad or other materials, shall be of a type that minimizes corrasion potential for that use or application. All fasteners sholf be approved in advance of construction by the owner. Product somples and specifications may be requested for approval. 4x8 TRTD AND PTD HM /'2 1 TYP ATTACH W/ / SIMPSON 8C4 OR (2)H3's TYP. 1/4" MESHGALV SCR rep. -1L!" FRONT; SIDES, & BASE PROVIDE PERIMETER ANCHORAGE SST FAS / ® 4" O.C. TYP 4x12 TRTD HFf2 1/2" x 12" M WELD TO TOP OF CONTAINER TYP I I I— SEE FTG DETAILS L _ ! SHT A2.3 JEFFERSON ooUt4j-y i7 , �o U00 M �v1'bA U -d U N H °ti'�oaA U con NOTE. STL PL SHOWN ORTHOGRAPHICALLY ROTATED FOR CLARITY STORAGE CONTAINER CTR O CONTAINER BRG A. i : &2 Y/,' rp" STEEL PLA TE DETAIL SCALE.' 1 = 6' Ws @ 7.5" OC EA WAY 6" DIA CONC PIER ABOVE U� SONOTUBE" TYPE FORM. TYP )F TWO AT EA FTR. VJ BAR REINF CAGE ENL FOOTING REINFORCEMENT PLA SCALE.- 1/ 4" = l' -O" REINF CONC FTG ALIGN CTR OF PIER. STL PL W/ CTR OF BRG PL ON CONTAINER VERIFY WIDTH AND ' ALIGN CONC PIERS WITH LENGTH LOCATIONS * CTR OF CONTAINER BRG PTS REINF CONC PIER 1 101.00 x1/2" STL PL. 3%B" FILLET WELD TO CONTAINER I' AFTER ALIGNMENT ENL FO O TI! �j j Y l3 PLAN 3/8" FILLET WELD, PAINT SCALE.- 1/ 4" AFTER FAB SST EPDXY .SET ANCHOR' -3 I SEE NOTE AT LEFT 1" DIA. SST EPDXY SET BOLTS (5" EMBED) OR SST TR WV SST WASHER DOUBLE SST NUTS TYP PLAN DETAIL SCALE.- 1 "= 6" PIER DETAILS REINF CONC PIER W/ STL PL (TYP) 11 SECTION A SCALE.- 1/ 4" = l' -O" VDO P",` ERSON COUNTY ®Cly rA qt E-� a w W) O o o W a W 00 C1 w oz 3 a0U � A� a _O WN u P4 x �Z �� p� w N NOTES: 1. A T ELECTRICAL SERVICE TRENCH, PROVIDE 12" CLR BTW PO01ER AND TELEPHONE (WHERE OCCURS) FIN. GRADE UNPAVED 11-619 LOCATIONS, FINE GRADE AND MIN. APPLY HYDRO -SEED 2, AT PRIMARY ELECTRICAL SERVICE PROVIDE 48" COVER. TRENCH WIDTH TO SUIT CONDITIONS F i moi._ BACKFILL WITH NATIVE 5O1L AND o W i COMPACT; INSTALL LOCATION TAPE ABOVE CONDUIT TYP CONDUIT(S) OR PIPIN -_ i ..�- BED W% PEA GRAVEL (8" THK) L_Q_ J d TRENCH SECTION @ A UNPAVED AREAS SCALE: 114" = 1'-0" Scale In Feet CONDUITIPIPE 0 1 3 10 15 NO TES: 1. AT ELECTRICAL SERVICE TRENCH, PROVIDE 12" CLR BT"NI POWER AND TELEPHONE (WHERE OCCURS) 2. AT PRIMARY ELECTRICAL SERVICE PROVIDE 48" COVER J. AT EX GRAVEL DRIVE SURFACING FINISH SURFACE TO BE COMPACTED CRUSHED ROCK IN LEIU OF AC. 21-611 SAWCUT EXIST PAVING 6 " MIN. FROM TRENCH, PATCH AC WITH HOT MIX AND SEAL ITS, BOTH SIDE OF TRENCH _EXISTING AC OR EX GRAVEL MIN. SURFACING - - \ CONDUIT(5) m TRENCH W10 7 -H TO SUIT CONDITIONS T BED IN COMPACT DENSITY o� Q-- o i FILL (CDF) HOZ i f UBED W1 COMPACT DENSITY OR PIPIN--- - � G--o_j FILL-- SEE SEPTIC PACKAGE FOR FURTHER INFO TRENCH SECTION@ B PAVED AREAS SCALE: 1/4" = 1 '-0" Scale In Feet • EQUIP SHED FLR ELEV. 24" AUGER DRILLED HOLE 8" DIAM REINF PC CONC BOLLARD W,/ I - 1 f2 "' CHAMFER AT TOP PACK TOP OF CONC WITH 3/4 " MINUS GRAVEL GRADE. SET BOLLARD IN AUGER DRILLED HOLE COMPACT V 1-112" MINUS CRUSHED STONE, FILL TOP 8 0l,% CONC. C PRECAST BOLLARD DETAIL SCALE: 1/4 " = 1'-0" PC STL REINF CONC WHEEL STOP 8"W.X 6" H.X 60" LONG AT PARKING LOCATION, REMOVE S AND STOCKPILE ONSITE, PLAN (3 THK i " CRUSHED ROCK ON GR STL RE BAR ANCHOR (2) PER r WHEELSTOP PC WHEELSTOP ' SCALE: 1/2" = V-0" C:OUN-r+V DCi) rA 00 �o M 00 CN 8 * ,� A U � M 0 ti oaA N�