2517 HOWARD AVE 2023 SPRINT ANTENNA Plans 2024-06-12

GENERAL CONSTRUCTION NOTES: SITE WORK NOTES: FOUNDATION. EXCAVATION AND BACKFILL NOTES: Sprint) I. ALL.WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE,THE LATEST EDITION 1, CO NOT EXCAVATE OR OISTURB BEYOND THE PROPERTY LINES OR LEASE UNES, UNLESS OTHERWISE NOTED. 1, ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL 10 1 VERTICAL AND AU.OTHER APPLICABLE CODES AND ORDINANCES. 2. DO NOT SCALE RU.DING DIMENSIONS FROM DRAWING. 2. AU.EXCAVATIONS PREPARED FOR PA ArE ENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS. SUBSTAMW.IY 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED HoRrzONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN SOILS.AND WITHOUT THE CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REWSION).THE SPECIFICATION IS THE NUM) 3. SITE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED PRESENCE OF POUNCING WATER.DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN Tt l\!I ) I E' DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION MD THESE.DRAWINGS SHOULD BE AND PLACED ON AS-SILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE S t t i S U U BROUGHT 10 THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. COMPLETION OF PROJECT. MODIFIED PROCTOR MARANUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM 01557. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHAD.FAUILIAVIZE HIMSELF WITH ALL CONDITIONS 4. ALL EXISTING UTILITIES, FACILITIES,COMMONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF INADEQUATE REARING AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FELD PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER. CAPACITY IS REACHED AT DIE OESIGNEO EXCAVATION DEPTH,THE UNSATSFACTORY SOIL SHALL SE EXCAVATED CONDITIONS AND IMMERSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF 'TO ITS PULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY DISCREPANCIES SPILL SE BROUGHT TO THE THEIR REMOVAL OR ADJUSTMENT,CONTRACTOR SHAD.BE RESPONSIBLE FOR DETERMINING EXACT LOCATION. EXCAVATION SWIU.BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED GENERAL DYNAMICS ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION WILL BE OF ALL EXISTING UTILITIES AND FACILITIES PRIOR 10 START OF CONSTRUCTION.CONTRACTOR SHALL ALSO STONE MAY BE USED TO STABIUZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF WIRELESS SERVICES AWARDED-BASED ON CLAIM OF LACK OF KNOWLEDGE OF:rap COMMONS. OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND USED,SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE.- - METHODS OF REMOVING OR ADJUSTING EXISTING UTILMDES. A. THESE DRAWINGS SHOW THE COMPLETED PROJECT ONLY AND DO NOT INCLUDE COMPONENTS THAT MAY 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH,DEBRIS,ANO SO BE NECESSARY FOR CONSTRUCTION SAFETY. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BON HORIZONTALLY AND VERTICALLY PRIOR TO START OF FORTH PRIOR TO BACK FILLING.RACK FILL SHALL CONSIST OF'APPROVED MATERIALS SUCH AS EARTH,LOAM CONSTRUCTOR.AVE DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE SANDY CLAY,SAND AND GRAVEL,OR SOFT STALE.FREE FROM CLODS OR LARGE STONES OVER 2 1/2"MAX 5. CONTRACTOR SHALL VERIFY AU.EXISTING DIMENSIONS AND CONDOMS PRIOR TO COMMENCING ANY IMMEDIATELY REPORTED TO 114E ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO FURTHER DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED MD CORRECTED BY THEirligh GUIDELINES ONLY AND MUST BE VERIFIED. ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL WINE WORKED AT 5. ALL FILL MATERIALS AND FOUNDATION BACK FILR.SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE HIS/HER OWN RISK AND EXPENSE. COMPACTION.EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NO1 IFNS THAN 95X OF THE 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS."THE MODIFIED CONTRACTOR SHALL PROPOSE AN ALTERNATIVEALLEDUTION FOR APPROVAL BY TRK ENGINEERING LID. MODIFIED PROCTOR MAXIANM DRY DENSITY FOR SOIL IN ACCORDANCE WITH AST)/DT557. 6, CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START Of 7. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS Of CABLE TRAYS, CONSTRUCTION. 8. NEWLY PLACED CONCRETE FOUNDATIONS SNAILNIT CURE A MINIMUM OF 72 S PRIOR TO BACK FILING. PROJECT IT\FL'R.\1ATi(?': ELECTRICAL LINES,AND ANTENNA CABLES 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SHE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION 7. FINISHED GRADING SHALL SE SLOPED TO PROVIDE POSITIVE DRAINAGE ANO PREVENT STANDING WATER.THE \LI\\i'RK�LVC'N\E\tlL�l\LIt�C.il 8. ROUTING OF ALL CO.VDUI7S,CABLES, ETC.IS INDICATED AS PROPOSED LOCATIONS SHALL SE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK, FINAL(FINRSB�BA ELEVATION OF'SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER, CONFIRMW� THE EXACT ROUTINGS. WITH THE CABLE TRAY,Y CONSTRUCTION IS IN DN MANAGERDS PRIOR TO THE START ONLY.OF FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. 8. GRADING Of THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED.EXISTING GRADES AT THE GRADING LIMITS. {�8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SNUU.BE COVERED WITH GEOTEXTILE FABRIC TYPE: S.J ROADW/A lY 9. THE GENERAL CONTRACTOR SHALL ENSURE THE STABILITY or THE STRUCTURAL COMPONENTS AND THE 9. AU.TEMPORARY EXCAVATIONS FOR THE INSTALLATION Of FOUNDATIONS.UTILITIES,ETC.•SHALL BE PROPERLY TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR AN APPROVED STRUCTURE AS A WHOLE DURING ALL STAGES BY TEMPORARILY SUPPORTING AND BRACING AS LAO BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMIHSTRATION EQUIVALENT,SHOWN ON PLANS.THE CEOTEXRLE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE n NECESSARY UNTIL COMPLETION OF THE PROJECT. (OSHA)REQUIREMENTS. RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN I FOOT OUTSIDE THE SITE FENCING OR S .(�3XC_201 IQ. THE USE OF THESE DRAWINGS IS STRICTLY LIMITED TO THE DNSTRUCIDN NOTED IN THE REVISION BLOCK ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL FABRIC SHALL BE COVERED WITH A STRUCTURAL F 10. RLLS SUPPORTINO PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD PROCTOR MINIMUM OF 4'DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FOOT TYPE No.57 FOR FENCED OF THESE DRAWINGS AND SHAD.BE USED FOR CONSTRUCTION ONLLY WHEN THE DRAWING NUS BEEN 2:1T 7 HOWA4C AVE 'ISSUED FOR CONSTRUCTION'. DRY DENSITY. CtAAPOUND:FOOT TYPE N0,67 FOR ACCESS DRIVE AREA. II. NEW GRADES NOT 14 BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY METRO WITH 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION.TOPSOIL,DEBRIS.WET AND UNSATISFACTORY SOIL EVERETi, WA 98203 1T. OETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB APPROVED CLEAN FILL AND COMPACTED TO 95X OF STANDARD PROCTOR DENSITY, NATERALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND SURFACE.PLOW STRIP OR BREAK UP SNOHOMISi-I COUNTY DIMENSIONS oR CONDITIONS,AND SUCH IJOXFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. - SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH }2. CONTRACTOR SHALL RECEIVE CIARIFIOATON IN WRITING,AND SHALL RECEIVE IN 1WRIiIG AUTHORIZATION 12. AU.FILL SHALL BE PLACED IN UNIFORM LIFTS,THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH COSTING/PREPARED SOIL SURFACE CAN BE PROPERLY COMPACTED THROUGHOUT EIS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE, TO PROCEED BEFORE SIARTINO WORK ON ANY ROES NOT CLEARLY DEFINED OR IDENTIFIED BY THE 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL emir{7•\ff: CONTRACT DOCUMENTS. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE,MOTS LIRE-CONORDN AND/OR 0 I-3{)-1 2 PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECKNICN_ENGINEER. 13. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKI,S AND AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF TILLS. ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 14. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS,THRASH,WEEDS, ISSLO:II f�7'R: TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL.MATERIALS COLLECTED DURING CLEANING OPERATIONS II. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURAEO DURING CONSTRUCTION OPERATIONS, ZONING/PERMITTING UNDER CONTRACT.UNLESS OTHERWISE NOTED. SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. REPLACE GRAVEL AS SPECIFIED.CIF TO MATCHL ADJACENT AVELESURFA iNG SHALL AL RESTORED TO THEC SAME THICKNESS PAID COMPACTION AS ALL RESTORED GRAVEL SLARFAGNG BEFREEFRDM CORRUGATIONS AND 1d. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND 15. AU.TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT WITH THE IMPROVEMENTS SHALL BE WAVES' REVISIONS BUILDING OCCUPANTS THAT ARE UKELY TO BE AFFECTED BY THE WORK UNDER T IS CONTRACT,WORK PROTECTED BY THE GENERAL CONTRACTOR. SHALL CONFORM TO ALL OSHA REQUIREMENTS. 12. EXISTING UNFAVORABLLEE AMOUNTS OF ORGANIC MATTER VEL SURFACING MAY BE OR OTHER DELE SEPARATELY TERIOUS MATERIALS ARE REMOVED PRIOR TO D REUSED WiTH THE CONDITION THAT ANY REV Cot DESCRIPTIONNGMLS IS. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS AND 16. Alf.SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS REtoul TO PROVIDE A FULL DEPTH A 07/30112 907.CO'S J.F. SCHEDULE 145 ACTMTIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. TELEPHONE COMPAY,AND ANY OTHER UTILITY COMPANIES MOVING JURISDICTION OVER THIS LOCATION. COMPACTED SURFACE THROUGHOUT SITE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR C00RDDUTN6 HIS WORK WITH THE WORK OF'OTHERS AS IT 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE D G9Ji2/12 I062 CD'S RLS LAY RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK ANTENNA & COAX NOT S: GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH 17. INSTALL ALL ECUIPMENT MD MATERIALS IN ACCORDANCE VITA MANUFACTURERS 1. VERIFY EACH COAXIAL HYBRID CANT F LENGTH, DIAMETER,ROUTING,COLOR COOING AND ALL APPURTENANCES APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE I ICATED OR WHERE LOCAL CODES OR WITH SAMSUNG. THE SUB GRADE. REGULATIONS TAKE PRECEDENCE. 2. THE MAXIALUN COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. IS. MAKE NECESSARY PROVISIONS TO PROTECT COSTING SURFACES,EQUIPMENT.IMPROVEMENTS,PIPING ETC. ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION.ACTUAL ANTENNA AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTOR. CABLE LENGTHS)MUST RE VENTED.COAXIAL CABLE SHALL BE PROVIDED BY SAAASUNG, 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL DE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADOITIONAL COST TO THE CONTRACT. 19. WHEN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES.OR 3. ALL MAIN CABLES SHALE.UTILIZE GROUND KITS.GROUNDED AS FOLLOWS: MU PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MST BE CLEARLY 16. ALL SUITABLE BORROW MATERAL FOR BACK FILL OF THE SITE SHALL RE INCLUDED IN THE BID• EXCESS UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO.CUT OR DAMAGED UNDER ANY A. NEAR ANTENNA RAD CENTER ELEVATION, TOPSOIL AND UNSUITABLE MATERIAL SHALL SE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING CIRCUMSTANCES(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY B. MIDDLE OF TOWER(MID-HEIGH OF ANTENNA),IF CABLE RUN IS OVER 200', AGENCIES AT NO AIDITIONAL COST TO THE CONTRACT. KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. C. BOTTOM OF'TOWER. 20. AALL LE DAM GE OR OPENING I N UP OF THE OR BETEXISTING STRUCTURE MUSE BE MADE GOOD TO THE 0. AT MASTER GROUND BAR 3'-0"FROM MISS-68U CABINET ENVIRONMENTAL NOTES: 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 21. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED 5. ALL MAIN CABLES SHALL SE COLOR COOED AS SHOWN ON SHEET TIFF-1 AND IN ACCORDANCE WITH SPRINT 1, ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHWA BE MATERIALS. SPECIFICATIONS. RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS W VIOLATION. 22. KEEP CONTRACT AREA CLEAN. HAZARD FREE.AND DISPOSE OF ALL DIRT.DEBRIS,AND RUBBISH. b. SANDING SHALL BE IN ACCORDANCE WITH SHEER A-A,Rf-1 AND AS FOLLOWS: 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION ARO MAINTENANCE OF EROSION EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION Of ADJACENT PROPERTIES,ROADWAYS NOT FOR CONSTRUCTION UNLESS LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM.PANT SPOTS.DUST,OR SMUDGES OF ANY A LION LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN COLORS. AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL.JURISDICTIONAL INSPECTION&RELEASE LABELED AS CONSTRUCTION SET NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AU,ITEMS UNTIL COMPLETION OF B• FREQUENCY COLOR BANDS SHALL BE 2"MOE WITH NO SPACE BETWEEN COLORS. OF SITE. CONSTRUCTOR. C. JUMPER COLOR BANDS SHALL BE T'WIDE WITH I.SPACE. ti:l NsURf; 23. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS D. START COLOR BANDS 2"BEYOND WEATHERPROOFING. 3. CONTRACTOREARESSHALLIE LIMITSTSCOF S SITEECT ALL NENCESPRI SEDIMENT/SILT CONTROL FENCING AND PROTT:CTNE RECOMMENDATIONS. E. START SELECTOR COLOR NEXT TO END CONNECTORS. MEASURES WITHIN THE OF DISTURBANCE PRIOR TO CONSTRUCTION. 24. ALL.EXISTING INACTIVE SEWER.WATER.GAS,ELECTRIC AND OTHER MIMES.WHICH INTERFERE WITH THE 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA 4. NO ADEQUATE SEDIMENTSHALL E ALLOWED TO EXIT THE PROPERTY.THE CONTRACTOR ^P CONTROLR FOR TAXING EXECUTION Of THE WORK..SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE SCHEDULE SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY CD. ADEQUATE MEASURES FOR CONTROLLINGEO EROSION.ADDITIONAL SEDIMENT FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION, DISCONTINUED AT POINTS WHICH WILL NOT IMfERFERf.WITH THE EXECUTION OF THE WORK SUBJECT TO THE APPROVAX.OF THE ENGINEER. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAIHTNNNO POSITIVE DRAINAGE ON THE.SITE AT AU.TIMES WITH SILT 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXXSTTNG SITE DURING CONSTRUCTION.EROSION CONTROL 9. AU.COAXIAL CABLE WILL SE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO AND EROSION COMM.A ATIES MEASURES ONNTAINEO OW WILL DOWNSTREAM SIDE SITE DCTE.ANY DAMAGE TO MEASURES.IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR EXCEED 3'OR THE CABLE MANUFACTURES.SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE SPEWED w ADJACENT PROPERTY►5 A RESULT OF EROSION BE CORRECTED AT THE CONTRACTORS EXPENSE. STATE AND LOCAL GUIDELINES FOR EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPUED STRUCTURAL REPORT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DALY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL REGULATORY AUTHORITIES. MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY_. 10. PROVIDE AT LEAST 6"OF SLACK IN THE MAN COONN.CABLES AT THE ANTENNA MOUNTING ELEVATION TO 26. CONTRACTOR SIIAU.SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE PROVIDE FOR FUTURE CONNECTOR REPLACEMENT, 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD To A MINIMUM. ELECTRICAL SERVICE UPGRADE.IN ADDITION.CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. AND SCHEDULING VMTH THE SERVING ELECTRICAL UTIUTY AND LOCAL INSPECTION AUTHORITIES. 27, OBTADJ AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED fTXt COMPLETION OF WORK 8. SEEDING SAND MULCHNO AND/OR SODDING OF THE SITE WILL GE ACCOMPLISHED AS SOON AS POSSIBLE AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYlRO THAT THE WORK AFTER COMPLETION Of THE PROJECT FACILITIES AFFECTING LAND OfiNRBANCE. CONFORMS TD THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION, 9, CONTRACTOR SHALL PROVIDE ALL EROSION AND SEGMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, 28. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS Al1AYNEU,WITHOUT WRITTEN APPROVAL COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANIDAE7NTS FROM SOIL LOSS AND TO PREVENT VIAT ENGINEERING LTD. TO OBSERVE THIS RULEMAY RESULT UN CONTRACTORACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAWD THE CONSTRUCTION AREA.THIS FROMREIRBIO THE E ING FAILUREAA THEIR EXPENSE. MAY INCLUDE SUCH MEASURES AS SILT FENCES,STRAW BALE SEDIMENT BARRIERS,AND CHECK DIMS. CO29. ALL ITEMS NOT LISTED AS'DOSING"OR"FRONDED BY MEW ARE TO BE SUPPLIED AND INSTALLED M. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN.HARD.SOLAND.DURABLE,UNIFORM IN OUAUTY STONE �l IFIT Inn PIECES, BY THE CONTRACTOR DISINTEGRATED MATERFREE OF ANY RIA.,ORGANIC MATTER.OIL.ALEWAL QUANTITY OF NM KALI.OR OTHER DELETERIOUS S ELONGATED OR NUB T NC GENERAL NOTES CiTY OF EVERETT a1liFT14U�TIN-It:N-! I\f\Ei N: REVIEWED FOR PERMIT 0 1253-080 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION'DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.