2215 MERRILL CREEK PKY SPRINT ANTENNA 2018-06-07

FOUNDATION, EXCAVATION AND BACKFILL NOTES STRUCTURAL STEEL NOTES WEATHERPROOFING NOTES 7. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 1. ALL STEEL WORK SHALLBE IN ACCORDANCE WITH THE LATEST EDITION OF THE ASC MANUAL OF STEEL STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES Sprint® CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, W-SHAPES:ASTM A992,50 KSI 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS,AND ANGLES,BARS CHANNELS:ASTM A36, 36 KSI A ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE HSS SECTIONS:ASTM 500, 46 K51 WEATHERPROOFING AND TAPE.THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE PIPE SECTIONS:ASTM A53-E, 35 KSI MANUFACTURER'S THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS(WHICHEVER IS WITH ASTM 01557. 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. GREATER).IF NO DIRECTION IS PROVIDED,WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL IF INADEQUATE 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO 1.THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE UNSATISFACTORY SOIL SHALL AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED AISC'MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. APPROXIMATELY W AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED Select Site GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE BELOW;OR SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE 4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS 2.THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF. Acquisition, LLC EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL NOT SUBSTITUTE FOR REQUIRED NOTED OTHERWISE. ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW;OR - THICKNESS OF CONCRETE. 3.THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. INCH WIDE SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS 4. ALL EXCAVATIONS SHALL BE.CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH, DEBRIS, DISCUSSED BELOW. 870 ORAVETZ ROAD SE AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS B.COLD SHRINK INSTALLATION PROCEDURE: EARTH, LOAM SANDY CLAY, SAND AND GRAVEL,OR SOFT SHALE,FREE FROM CLODS OR LARGE STONES 1.REQUIRED MATERIAL COLD SHRINK TUBE.SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 AUBURN,WA 98092 OVER 2 1/2'MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. CONCRETE MASONRY NOTES INCHES WIDE 2.REQUIRED TOOLS:KNIFE AND TAPE MEASURE Office 206-790-4655 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6'THICK LIFTS BEFORE 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90,GRADE N-1, STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF (F'M=1,500 PS).MEDIUM WEIGHT(115 PCF). - REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED(LARGER DIAMETER) COAXIAL CABLE AT THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD PROJECT INFORMATION: 2. MORTAR SHALL BE TYPE"S"(MINIMUM 1,800 PSI AT 28 DAYS). SHRINK. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FIWNG. STEP 2:SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. DIAMETER COAXIAL.CABLE PRIOR TO MATING CONNECTOR INTERFACES.MAKE THE CONNECTION. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. STEP 3:REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY SEAWAY THE FINAL(FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER SE54XC019 SEAWAY GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE HALVES TOGETHER.THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER REQUIRED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR UNTEL BEAM UNITS. DIAMETER COAXIAL CABLE SIDE. STEP 4:SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START 2215 MERRILL CREEK PKY 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC 8. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE TYPE:TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841'OR AN BE FORMED BY STOPPING THE GROUT POUR 1-1/2'BELOW TOP OF THE UPPERMOST UNIT. EDGE OF COLD SHRINK TUBE IS IN UNE WITH THE MARK. O EVERETT, WA 98203 APPROVED EQUIVALENT, SHOWN ON PLANS.THE GEOTEXTII.E FABRIC SHALL BE BLACK IN COLOR TO STEP 5:WITH YOUR FREE HAND,BEGIN REMOVING COLD SHRINK TUBE CORE.THE CORE WILL BE CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE 7. ALL BOND BEAM BLOCK SHALL BE'DEEP CUT'UNITS. REMOVED BY UNWINDING FROMIN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE SNOHOMISH COUNTY FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL FABRIC SHALL. ATTACHED CORD AWAY THE TUCONTIBE. BE COVERED WITH A MINIMUM OF 4'DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FOOT 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN STEPBEGINS 8:USE BOTH HANDS TO POSITION. CE THE UNWINDING PROCESS C THE CTILD HSCORKE TSE MTO COLLAPSEEINTO POEITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS TYPE Na. 57 FOR FENCED COMPOUND; FDOT TYPE No.67 FOR ACCESS DRIVE AREA. EXCESS OF 4'-0'OF HEIGHT. COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND UNSATISFACTORY 9. ALL.GROUT SHALL BE CONSOUDATED WITH A MECHANICAL VIBRATOR. STEP 7: OR COLD NHPTUBE EXTENDTWO INCHES BEYOND THE UHALOFWAN BE NEMOVED OR LEFT IN PLLNC ACE, EXCESS COLTUBE DD SHRINK TUBE CAN BE CAREFULLY CUT OFFF WITH SOIL MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP A KNIFE. OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL 10.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. STEP 8:WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 ISSUED DATE: MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH.THIS TOP LAYER MUST BE WRAPPED USING A 05-23-17 11. REINFORCING BARS- SEE NOTES UNDER 'STRUCTURAL CONCRETE NOTES'FOR REQUIREMENTS. SHINGLED EFFECT.THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD 10.WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT THE FILL MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2')GROUT BETWEEN MAIN REINFORCING AND MASONRY ALLOWED TO COLLECT AND POOL THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO ISSUED FOR: MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR UNITS. INCHES(THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE.TAPE BUILDING PERMIT TO PLACEMENT OF PILLS. SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT.TAPE SHALL BE CUT 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. WITH A SHARP KNIFE. REVISIONS 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: REV. DATE DESCRIPTION INITIALS OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND 1.REQUIRED MATERIAL'BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL RESTORED GRAVEL SURFACING SHALL BE SECTION 2104.5.1 OF U.B.C. INCHES WIDE. A 05-22-17 CD PRELIM DHD FREE FROM CORRUGATIONS AND WAVES. 2.REQUIRED TOOLS:KNIFE OR SCISSORS. 15.ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOUR WITH GROUT, EXCEPT AS NOTED IN THE STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT DRAWINGS OR SPECIFICATIONS. REMOVE ALL GREASE AND DIRT.WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK B ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS MATERIALS ARE REMOVED THESE ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BD'APPROXIMATELY 1/2 INCH. PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A 16.CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES ELELECTR OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETSCH, ARE C FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. CONTAINING REINFORCING STEEL. PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE.TWO 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT ROWS SHALL BE APPLIED,ONE IN EACH DIRECTION,WITH THE TOP ROW SHINGLED TO PROMOTE D BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS TYPE. WATER RUNOFF. SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND STEP 2:WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE(2 TO 3 COMPACTED WITH APPROVED SELECTED MATERIAL, GRAVEL SURFACING MATERIAL SHALL NOT BE USED 18.SAND SHALL BE CLEAN, SHARP AND WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST,LUMPS, INCHES WIDTH)OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY FOR FILLING DEPRESSIONS IN THE SUB GRADE. SHALE,ALKALI OR ORGANIC MATERIAL. 1/2 INCH.THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH)PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL 19. BRICK SHALL CONFORM TO ASTM C-82 AND SHALL BE GRADE MW OR BEIILH. WHEN WEATHERPROOFING FROM THE MAIN UNE TO THE JUMPER,BUILD UP THIS AREA WITH EXTRA OPERATE. . BUM RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. 15. EXISTING AND/OR CONTRACTORS NEGLIGENCE ID3:WRAP NHR/ S KIT HTWO _ SHALL BE EP ED AND/OR REPLACED TO THE OWNS SATISFACTION AT NO ADD1OACOSSTTO THE STRUCTURAL CONCRETE NOTES WOVERLAPPING EACH BY 1NCTHESE LAST TWO LAYERS MUST BE WRAPPEO USING CONTRACT. A SHINGLED EFFECT.THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05,ACI 318-05 AND THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED 16.ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS SPECIFICATION FOR CAST-IN-PLACE CONCRETE. AND NOT ALLOWED TO COLLECT AND POOL THESE TOP LAYERS OF ELECTRICAL TAPE MUST TOPSOIL AND AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY EXTEND TWO INCHES(THE TAPE WIDTH)PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNI MC CABLE. NOTED OTHERWISE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED.ALL TAPE SHALL BE CUT WITH 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60, DEFORMED UNLESS NOTED A SHARP KNIFE OR SCISSORS. ENVIRONMENTAL NOTES OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC NOT FOR CONSTRUCTION UNLESS LABELED AS UNLESS NOTED OTHERWISE. SPLICES CLASS"B AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED B.SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.THE OTHERWISE. - 1.REQUIRED CHES MA ER SELF-AMALGAMATING TAPE-1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE CONSTRUCTION SET - 2DE. CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 2.REQUIRED TOOLS: KNIFE OR SCISSORS. AREAS IN VIOLATION. SHOWN OTHERWISE ON DRAWINGS: STEP 1:THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND REMOVE ALL GREASE AND DIRT. CONCRETE CAST AGAINST EARTH 3 IN. STEP 2:START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED CONCRETE EXPOSED TO EARTH OR WEATHER: STEP 3:WHILE STRUCHLNG TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE,MAKING 7473 REGISTERED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION&RELEASE OF SITE. #8 AND LARGER 2 IN. SURE THE TAPE IS WRAPPED ONTO ITSELF.THE TAPE WILL ONLY ADHERE TO ITSELF. 3. CONTRACTOR SHALL INSTAL CONSTRUCT ALL NECESSARY SEDIMENT/SIU CONTROL FENCING AND #5 AND SMALLER&WWF 1 1/2 IN. STEP 4:CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP ARC TELT PROTECTIVE MEASURES WITHIN STEP(0.75 INCH WIDE)LAYERS. THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: STEP 5:WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY.THE CONTRACTOR IS RESPONSIBLE SLAB AND WALL 3/4 IN. STEP 6:TO TERMINATE THE SELF-AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL FOR TAKING ADEQUATE MEASURES FOR CONTROWNG EROSION.ADDITIONAL SEDIMENT CONTROL BEAMS AND COLUMNS 1 1/2 IN. ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT.CUT THE TAPE USING KNIFE OR SCISSORS • FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. AND APPLY THE LOOSE END TO THE UNDERLYING SELF-AMALGAMATING TAPE USING THUMB P 5. A 3/4'CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE PRESSURE. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL WITH ACI 301 SECTION 4.2.4 STEP 7:TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN •'VI H. AN TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF ALTERNATING DIRECTIONS.THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN SITE DRAINAGE.ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8'LARGER IN DIAMETER THAN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED, STATE OF WASHINGTON CORRECTED AT THE CONTRACTORS EXPENSE. ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR INSTEP I WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 2 EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WRAPPEDRH WIDTH USING OVERLAPPING EDGE ROW BY 1 ACS.THESE TOP TWO PELADES MUST ALSO BE 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL. WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. UPWARD A SHINGLEDDIRECTION EFFECT.ATING THE LAYERS SHALL WIBE WRAPPED EO SOTWATER THE ENDS BE SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. IN THE ANTALLOWED CTO CO A SHINGLED POOLEFFTHESECT WITH THE TAPE OFELECTRICAL 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER 1080& MEXTEND AND NOT LAHES (THETO COLLECT AND TOPALAYERS ELECTRICAL TAPE 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. MUST YINGTWO INCHES LAYERS TAPE WIDTH) PAST THEWSPED SOATHATANOG VOIDSTAPE ONTO THE A MINIMUM.ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACIUTIES SHALL BE REMOVED. UNDERLYING CABLE.ALL OF TAPE SHALL BE WRAPPED THAT NO OR AIR PACKETS ARE PRESENT.THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED.ALL SHEET TITLE: 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. GENERAL NOTES ES 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL.COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS,AND CHECK DAMS. SHEET NUMBER: REVISION:: 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE. UNIFORM IN !\ QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE,THIN,ELONGATED OR N-2 //-O,\ LAMINATED PIECES,DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL,ALKALI, OR OTHER •, , DELETERIOUS SUBSTANCES. OHO PROJ: NO. y 2077-057 ? 7 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. 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