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CARRIER:
<br /> ENVIRONMENTAL NOTES: D
<br /> 5. ALL EXCAVATIONS SHALL CLEAN UNSUITABLE MATERIALS p r i n t).
<br /> 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH SUCH AS VEGETATION, TRASH, DEBRISS,, AND SO FORTH PRIOR TO
<br /> ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS
<br /> PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN SUCH AS EARTH, LOAM, SANDY CLAY, SAND AND GRAVEL, OR
<br /> VIOLATION. SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" PLAN PREPARED FOR:
<br /> MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN
<br /> 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND COMPACTED LAYERS.
<br /> MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING
<br /> CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, 6. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE coastal 24310 MOULTON SOW.
<br /> ROADWAYS AND WATERWAYS. ALL EROSION AND SEDIMENTATION PLACED IN MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH business LSUITE 0 ACUNA HILLS,1009CA.9263]
<br /> CONTROLS SHALL BE MAINTAINED IN PLACE THROUGH FINAL LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT group,inc.
<br /> JURISDICTIONAL INSPECTION & RELEASE OF SITE. LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY
<br /> DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557.
<br /> 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY
<br /> SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES AS 7. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM PLAN PREPARED BY:
<br /> REQUIRED BY THE LOCAL JURISDICTION WITHIN THE LIMITS IF SITE OF 72 HRS PRIOR TO BACK FILLING. ����
<br /> DISTURBANCE PRIOR TO CONSTRUCTION.
<br /> 8. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE
<br /> 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) AMERICA
<br /> CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL
<br /> Ln FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS Engineers&ArcF9Yi
<br /> C, FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE 112 S.Kyrene Rd.,Suite 1,Chandler,AZ 85226
<br /> as ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH 602-526-7272-AE@LETSinc.com-www.LETSinc.com
<br /> 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE SPECIFIED ELEVATIONS WHERE REQUIRED. LEIS PROD. /: Cl-DP-051
<br /> 15) DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION
<br /> Of
<br /> ti CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF 9. NEWLY GRADED GRAVEL SURFACES AREAS TO RECEIVE GRAVEL CONSTRUCTION MANAGEMENT:
<br /> LA SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401
<br /> OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. AS MANUFACTURED BY TYPAR GEOSYNTHETICS OR AN APPROVED
<br /> EQUIVALENT, SHOWN ON PLANS. THE E FABRIC SHALL BE ��I
<br /> � 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND BLACK IN COLOR TO CONTROL THE RECURRENCE
<br /> CE OF VEGETATIVE
<br /> ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE
<br /> W SEDIMENT REMOVAL AS NECESSARY. FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH
<br /> EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A 6025SCOTT WAY
<br /> 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS COMMERCE,CA90040
<br /> o PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY SPECIFIED. I.E. FDOT TYPE NO. 57 FOR FENCED COMPOUND; FDOT
<br /> W FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. TYPE NO. 67 FOR ACCESS DRIVE AREA, UNLESS OTHERWISE REVISIONS
<br /> w 8. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE NOTED, REV. DATE DESCRIPTION INITIALS
<br /> ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE 10. IN ALL AREAS TO RECEIVE FILL: REMOVE ALL VEGETATION, A 02/04/23 90% ID SAC
<br /> PROJECT FACILITIES AFFECTING LAND DISTURBANCE. TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS,
<br /> 3 OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND
<br /> 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER
<br /> CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL
<br /> z CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL WILL BIND WITH (E)/PREPARED SOIL SURFACE.
<br /> LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN
<br /> rc STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. 11. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A
<br /> F THIS MAY INCLUDE, BUT IS NOT LIMITED TO SUCH MEASURES AS DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, NOT FOR CONSTRUCTION UNLESS
<br /> SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED. PULVERIZE, LABELED AS CONSTRUCTION SET
<br /> MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RECOMPACT
<br /> 0 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS.
<br /> SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY
<br /> ^ DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR
<br /> c 12. IN AREAS WHICH (E) GRAVEL SURFACING IS REMOVED OR
<br /> o LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL
<br /> ALKALI, OR OTHER DELETERIOUS SUBSTANCES. SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND
<br /> 11. GC TO PLACE FILTER MATERIAL AT ALL CATCH BASINS ADJACENT TO RESTORED TO THE SAME THICKNESS AND COMPACTION AS
<br /> a CONSTRUCTION SITE TO PREVENT SOLID WASTE CONTAMINATION SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE
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<br /> FROM ENTERING SEWER SYSTEM. FROM CORRUGATIONS AND WAVES.
<br /> FOUNDATION, EXCAVATION AND BACKFILL NOTES: 13. (E) GRAVEL SURFACING MAY NOT BE REUSED.
<br /> 1. ALL FINAL GRADED SLOPES SHALL BE A MINIMUM OF 3 HORIZONTAL 14. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED
<br /> TO 1 VERTICAL, UNLESS OTHERWISE NOTED. COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL
<br /> SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DATE:
<br /> rc 2. BACKFILL OF TOWER SHALL BE PERFORMED IN ONE OF TWO DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND .I HEREBY CERTIFY THAT THESE PLANS WERE
<br /> o OPTIONS: ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND PREPARED 131 ME OR UNDER MY DIRECT
<br /> n COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SUPERVISION AND THAT I AM A DULY
<br /> 0 A. PREFERRED: RAINBOW INDUSTRIES TOWER SETTING FOAM SURFACING MATERIAL SHALL NOT BE USED FOR FILLING REGISIERED ENGINEER UNDER THE LAWS OF THE
<br /> SHALL BE INSTALLED PER MANUFACTURER SPECS. FOAM DEPRESSIONS IN THE SUB GRADE. SLATE OF WASHI%70N"
<br /> W SHALL ALWAYS BE USED FOR POOR SOILS. 15. PROTECT (E) GRAVEL SURFACING AND SUB GRADE IN AREAS
<br /> B. SECONDARY: CONCRETE (REQUIRES SPRINT CM WRITTEN EVERGREEN WAY
<br /> C, APPROVAL) ALLOWABLE SOIL PRESSURE = 2000 PSF (ASSUMED). WHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING 'MATTS'o
<br /> SE82XC083 & SE54XC102
<br /> z NON-NATIVE SOILS SHALL BE REMOVED FROM BORE AREA AND SHALL OR OTHER SUITABLE PROTECTION DESIGNED TO SPREAD
<br /> o NOT BE REUSED FOR BACKFILL EQUIPMENT LOADS AS MAY BE NECESSARY. REPAIR ANY DAMAGE 6515 MORGAN ROAD
<br /> TO (E) GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE EVERETT, WA 98203
<br /> 3. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF IS DUE TO THE CONTRACTORS OPERATIONS. SNOHOMISH COUNTY
<br /> C, UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,
<br /> UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF 16. DAMAGE TO (E) STRUCTURES AND/OR UTILITIES RESULTING FROM
<br /> C, POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED SHEEP TITLE
<br /> Iv PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE
<br /> '^ FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR CONTRACT.
<br /> MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. GENERAL NOTES
<br /> K 17. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE
<br /> c 4. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND
<br /> z MATERIAL. IF ADEQUATE BEARING CAPACITY IS NOT ACHIEVED AT THE DESIGNED UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT
<br /> EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO IT'S LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL
<br /> FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED COST OF THE CONTRACT.
<br /> GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF
<br /> C, THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE SHEEP NUMBER
<br /> USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE
<br /> o MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF G N 2
<br /> z CONCRETE.
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