Loading...
APPROVED ENG BLD2024-1395+Demolition_Plan+10.22.2024_10.14.27_AM+4573574SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM CROWN CASTLE SITE ADDRESS: 9620 EDMONDS WAY EDMONDS, WA 98020 COUNTY: SNOHOMISH JURISDICTION: CITY OF EDMONDS SITE TYPE: MONOPOLE - DECOMMISSION TOWER HEIGHT: 57-0'' BU#:814645 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE APPLICABLE CODES ALL CONSTRUCTION SPECIFIED ON DOCUMENTS SUBMITTED FOR PERMITS SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING & ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES: • 2021 WASHINGTON BUILDING CODE (2021 IBC) • 2021 WASHINGTON MECHANICAL CODE (IMC 2021) i y mon s Building Department ------------ Work DEMO EXISTING CELL TOWER ---------------------- ------------ Address 9620 EDMONDS WAY Owner' CROWN CASTLE ---------------------------------- Approved Date Building Official Permit Number BLD2024--1395 ® CALL WASHINGTON ONE CALL (800)424-5555 0 CALL 3 WORKING DAYS �em� BEFORE YOU DIG! PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO DECOMMISSION AND REMOVE THE EXISTING WIRELESS FACILITY. TOWER SCOPE OF WORK: • REMOVE ALL EQUIPMENT • REMOVE ALL CABLES • REMOVE EXISTING TOWER & FOUNDATION GROUND SCOPE OF WORK: • REMOVE EXISTING FOUNDATION PADS AS SHOWN IN PLAN. • REMOVE ALL CONDUITS 12" BELOW GRADE • RESTORE COMPOUND AREA WITH GRAVEL OR EQUIVALENT LEVEL SURFACE NOTE: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER. DRAWING INDEX SHEET # SHEET DESCRIPTION T-1 TITLE SHEET T-2 GENERAL NOTES T-3 GENERAL NOTES C-1 PARCEL SITE PLAN C-2 COMPOUND SITE PLAN C-3 EXISTING TOWER ELEVATION C-4 EROSION CONTROL DETAILS ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 11"x17" SIZE. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. PROJECT TEAM A&E FIRM: P. MARSHALL & ASSOCIATES, LLC 3545 WHITEHALL PARK DRIVE SUITE 450 CHARLOTTE NC 28273 478-542-3291 CROWN CASTLE 8020 KATY FREEWAY USA INC. DISTRICT HOUSTON, TX 77024 CONTACTS: RYAN QUINTEL RYAN.QUI NTEL@CRO W NCASTLE.COM Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ALL WORK SHALL BE PERFORMED ON PRIVATE PROPERTY. NO LANE CLOSURES SHALL BE ALLOWED VICINITY MAP City Park 5 s ti w PINE PARK Pa NEIGHBORHOOD 220th St SW IF 3 - Woodway ` y Esperance n WE GATE tt oee� Ono Authentic /¢`0 ., Hawaiian PokeA® / n SHERWOOD 4 WhirlyBall O FOREST (E) CROWN CASTLE T.J. Maxx 0 COMPOUND TO BE 238tn St sW DECOMMISSIONED 3 Scott's Bar & Grill - FIRDALE VILLAGE 104- Go gle Map tlat• 0202,t Google NO SCALE SITE DATA & STATEMENTS SITE NAME: 814645 EAST EDMONDS SITE ADDRESS: 9620 EDMONDS WAY EDMONDS, WA 98020 PROPERTY OWNER: PUBLIC UTILITY DISTRICT #1 SNOHOMISH COUNTY EVERETT, WA 98201 COUNTY: SNOHOMISH PARCEL ID#: 27033600114000 ACREAGE: 0.69 ZONING: N/A JURISDICTION: CITY OF EDMONDS COORDINATES: 47.790833,—122.361944 LATAONG TYPE: NAD83 TOWER OWNER: CROWN CASTLE INC. 8020 KATY FREEWAY HOUSTON, TX 77024 AREA OF CX: EXISTING COMPOUND TYPE OF CX: 116 ELECTRIC PROVIDER: SNOHOMISH COUNTY PUD TELCO PROVIDER: COMCAST/VERIZON LOCATION MAP Best Towing 15th St SW © Edmonds Memorial �j Cemetery Q Alba Painting & Coatings 227th PIN n 227th PI SW ='N. 228th St SW v_ 228th St SW 0 Edmonds Goodwill � � ® FCC Community Markets .1��ate C• apel Q '.00 - Edmonds Co-op The Cascadian C Oho Authentic in Edmonds Kwick'n Kleen Car Wash Q II Poke �- 104 ®�Bucatini� Tropical an of Edmonds (E) CROWN CASTLE n 06 E COMPOUND TO BE z3triQ`y� Compass Apartments Q DECOMMISSIONED ONorth American Martyrs 232nd St SW Catholic Church Go-,gle Mep d.ta 02024 NO SCALE FEMA FIRM PANEL AND FLOOD STATEMENT THE EXISTING SITE LIES IN FLOOD ZONE "X" AS SHOWN ON FIRM PANEL N/A WITH AN EFFECTIVE DATE OF N/A. AS SUCH, THE EXISTING EQUIPMENT MEETS THE CURRENT FLOOD ZONE ELEVATION REQUIREMENT AND NO FURTHER ACTION IS REQUIRED. I STORM WATER STATEMENT I THE POST DEVELOPED IMPERVIOUS AREA WILL NOT BE AFFECTED DURING THIS SCOPE OF WORK. THIS SHALL MAINTAIN EXISTING LEVELS OF RUNOFF VOLUME PRODUCED & RUNOFF FLOW RATE. ALLOWING THE RUNOFF TO CONTINUE TO SHEET FLOW OVER THE RESTORED SURFACE WILL ALLOW WATER TO FLOW THROUGH EXISTING DRAINAGE CHANNELS. AS SUCH, NO FURTHER ACTION IS NEEDED. ENGINEERING DIVISION APPROVED AS NOTED RECEIVED Oct 22 2024 Jell, tV4Atn t 11 /07/2024 VV CI Y OF DEVELOPMENT EDMONDS ICES DEPARTMENT v CASTLE 8020 KATY FREEWAY HOUSTON, TX 77024 P. MARSHALL & ASSOCIATES 3545 WHITEHALL PARK DRIVE SUITE 450 CHARLOTTE, NORTH CAROLINA 28273 CROWN CASTLE BU #: 814645 SITE NAME: EAST EDMONDS SITE ADDRESS: 9620 EDMONDS WAY EDMONDS, WA 98020 SITE COORDINATES: 47.790833 -122.361944 57'-0" MONOPOLE DECOMMISSION 51 ISSUED FOR: 0 ' mom 11111111111111111111111111, -111111111 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 24CCOWAN-0001 SHEET NUMBER: REVISION: T-1 O I GENERAL NOTES I A. GENERAL CONTRACTOR MUST COMPLY WITH SAFETY, HEALTH & ENVIRONMENTAL CONTROL PLAN (FHECP), QUALITY PLAN, & SECURITY PLAN. B. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC., IN ACCORDANCE WITH ALL NATIONAL, STATE, AND APPROPRIATE JURISDICATION ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH APPROPRIATE JURISDICATION CODES. C. SITE GROUNDING SHALL COMPLY WITH MOST STRINGENT OF GROUNDING STANDARD(AE-LZT123-4618-1), MOTOROLA R56 STANDARD, AND WHEN NATIONAL AND LOCAL JURISDICTION GROUNDING CODES APPLICABLE. GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF NEW EQUIPMENT. D. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION, AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND MARKING IS REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM. E. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL APPROPRIATE JURISDICATION, STATE, AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. F. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE GENERAL CONTRACTOR'S EXPENSE. G. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE AUTHORITY TO SCHEDULE THE REQUIRED INSPECTIONS. A MINIMUM OF 24 HOURS OF NOTICE BEFORE BEGINNING OF EVERY PHASE OF CONSTRUCTION SHOULD BE GIVEN AND THE APPROPRIATE AUTHORITY HAVE REQUESTED THAT GROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IF POSSIBLE. H. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS. GENERAL CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. I. THE GENERAL CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. J. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE GENERAL CONTRACTOR'S EXPENSE. K. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASED PROPERTY SHALL BE REPAIRED BY THE GENERAL CONTRACTOR. L. ALL SUITABLE BORROW MATERIAL FOR BACKFILL OF THE SITE SHALL BE INCLUDED IN THE EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL. M. SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD. N. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS, ETC., BETWEEN THE WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. O. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED LICENSES, FEES, INSPECTIONS, & PERMITS, ETC... P. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY HARRIS OF ANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF WETLAND DISTURBANCE. I GENERAL NOTES CONT. I Q. THE PROFESSIONAL WHO SEALS THIS PLAN CERTIFIES UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION. R. HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF ANY LIGHT IS CONCEALED FROM PUBLIC VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC. S. NO OUTSIDE STORAGE PROPOSED. THIS INCLUDES SUPPLIES, EQUIPMENT, VEHICLES, PRODUCTS, ETC. T. ALL CONSTRUCTION TO COMPLY WITH APPLICABLE CODES. U. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED. V. GENERAL CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING PRIOR TO THE START OF ANY CONSTRUCTION, IF REQUIRE BY APPROPRIATE AUTHORITY. W. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GOVERNING APPLICABLE CODES. I ELECTRICAL NOTES I A. ALL ELECTRICAL WIRES AND CONDUIT WILL BE REMOVED TO 12" BELOW GRADE. B. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE APPROPRIATE JURISDICTION CODES. C. CONDUIT ROUTINGS ARE SCHEMATIC. GENERAL CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. D. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND CODES AND STANDARDS E. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND CODES AND STANDARDS F. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND Tl CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA. G. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). H. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. I. ALL WIRING SHALL BE ACCESSIBLE FOR MAINTENANCE AND SHALL BE RUN NEATLY, WITHOUT SPLICES & WITH ADEQUATE LACING OR CLAMPING. TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. EXTRA WIRING NECESSARY FOR EQUIPMENT MOVEMENT SHALL BE NEATLY COILED, FASTENED, AND CONCEALED. J. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. K. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TIC CABLE (#12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. L. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. I ELECTRICAL NOTES CONT. I M. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. N. THE GENERAL CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONSTRUCTION MANAGER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. O. GENERAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER CONDUIT SHALL BE REMOVED PER UTILITY REQUIREMENTS. P. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND APPROPRIATE JURISDICATION CODE REQUIREMENTS. Q. GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. I GROUNDING NOTES I A. ALL GOUNDING SYSTEMS REMOVED TO 12" BELOW GRADE B. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. C. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. D. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS. E. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK-TO-BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. F. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR USING TWO HOLED MECHANICAL TYPE BRASS CONNECTORS AND STAINLESS STEEL HARDWARE. G. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. H. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR APPROPRIATE JURISDICATION CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., STEEL CONDUIT PROHIBITED BY APPROPRIATE JURISDICATION CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT WITH LISTED BONDING FITTINGS. I. WHEN USING ANY CRIMP LUGS THE CRIMP DIE AND LUG MANUFACTURER MUST MATCH J. ALL GROUND LEADS INSTALLED BELOW GRADE SHALL BE ROUTED THROUGH 3/4" FLEXIBLE CONDUIT AND SEALED WITH CAULKING. K. GENERAL CONTRACTOR SHALL PERFORM A GROUND VERIFICATION TEST. GROUND RING RESISTIVITY TO MEASURE 5 OHMS OR LESS. RESISTIVITY TO BE TESTED AT 2 OR MORE POINT ON THE TOWER GROUND RING AND ON THE ANCHOR GROUND RINGS. GROUND RING DEPTH TO BE A MINIMUM OF 36" BELOW GRADE. PHOTOS OF RESISTIVITY TESTING AND RING DEPTH MEASUREMENTS TO BE PROVIDED TO CROWN CONSTRUCTION MANAGER PRIOR TO BACKFILLING GROUND TRENCHES. ABBREVIATION KEY & AND AMSL AVERAGE ABOVE MEAN SEALEVEL BTM. BOTTOM q CENTERLINE CONC. CONCRETE CONT. CONTINOUS C.J. CONTROL JOINT DIA. DIAMETER (E) EXISTING EL. ELEVATION E.S. EACH SIDE E.W. EACH WAY FFI FLANGE FACING INSIDE FFO FLANGE FACING OUTSIDE FT. FEET F.V. FIELD VERIFY GALV. GALVANIZED HORIZ. HORIZONTAL IN. INCH LFP LEG FACING OUTSIDE LLVD LONG LEG VERTICAL DOWN LLVU LONG LEG VERTICAL UP MAX. MAXIMUM MFR. MANUFACTURER MIN. MINIMUM MPH MILES PER HOUR O.C. ON CENTER (P) PROPOSED REINF. REINFORCE REQ'D REQUIRED SIM. SIMILAR STD. STANDARD STL. STEEL TYP. TYPICAL LINO UNLESS NOTED OTHERWISE VERT. VERTICAL VLD VERTICAL LEG DOWN VLU VERTICAL LEG UP W/ WITH RECEIVED Oct 22 2024 ClTV OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT iC 0vm cc CASIIJE 8020 KATY FREEWAY HOUSTON, TX 77024 I P. MARSHALL & ASSOCIATES 3545 WHITEHALL PARK DRIVE SUITE 450 CHARLOTTE, NORTH CAROLINA 28273 CROWN CASTLE BU #: 814645 SITE NAME: EAST EDMONDS SITE ADDRESS: 9620 EDMONDS WAY EDMONDS, WA 98020 SITE COORDINATES: 47.790833 -122.361944 57'-0" MONOPOLE DECOMMISSION ISSUED • 0 mom UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 24CCOWAN-0001 SHEET NUMBER: REVISION: T-2 0 FOUNDATION EXCAVATION/GRADING NOTES A. ALL CUT AND FILL SLOPES SHALL BE 2: 1 MAXIMUM. B. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED. C. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. D. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILING CONCRETE THICKNESS. E. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK FILLING, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. F. ALL BACKFILLING SHALL (1) USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAYS, SAND AND GRAVEL, OR SOFT SHALE, (2) BE FREE FROM CLODS OR STONES OVER 2 1 /2" MAXIMUM DIMENSIONS, AND (3) BE PLACED IN LAYERS AND COMPACTED. G. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6' DEEP BEFORE COMPACTION. EACH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND OR MACHINE TAMPERS TO 95% (MIN.) OF MAXIMUM DENSITY, AT THE OPTIMUM MOISTURE CONTENT OF +/- 2% AS DETERMINED BY ASTM DESIGNATION D-698. UNLESS OTHERWISE APPROVED. SUCH BACK FILL SHALL NOT BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE. H. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND PREVENT WATER FROM STANDING. THE FINAL GRADE SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AREA (UP TO 1 FOOT OUTSIDE THE FENCE OR GROUND SYSTEM PERIMETER) AND SHALL BE COVERED WITH A GEOTEXTILE FABRIC MIRAFI 1000X OR APPROVED EQUAL TO PREVENT REOCCURRENCE OF VEGETATIVE GROWTH, AND THEN SHALL BE COVERED WITH 4"-6" DEEP COMPACTED STONE OR GRAVEL OR TO MATCH EXISTING. I. THE GENERAL CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED BY APPROPRIATE JURISDICTION, CITY, 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 FROM LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. J. FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIAL FROM GROUND SURFACE PRIOR TO PLACING FILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO REQUIRED DEPTH, PULVERIZE, MOISTURE CONDITION OR AERATE SOIL, AND RECOMPACT TO REQUIRED DENSITY. FOUNDATION EXCAVATION/GRADING NOTES K. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME THICKNESS. SURFACES AND GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE. L. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENTLOADS WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR ANY DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE GENERAL CONTRACTOR'S OPERATIONS. M. REMOVE ALL ORGANICS, ROCKS GREATER THAN 3", UNUSED FILL AND OTHER DEBRIS TO AN AREA OFF SITE IN A LEGAL MANNER I EROSION & SEDIMENT NOTES I 1. COMPOUND SHALL BE RELATIVELY FLAT. GENERAL CONTRACTOR TO PROVIDE POSITIVE DRAINAGE. 2. ANY DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARY VEGETATION AFTER 7 DAYS; AFTER 30 DAYS PERMANENT VEGETATION SHALL BE ESTABLISHED. 3. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES, THE LIMITS OF THE DISTURBANCE SHALL BE CLEARLY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. 4. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. GENERAL CONTRACTOR SHALL CALL APPROPRIATE AUTHORITY FOR AN INSPECTION OF SOIL EROSION CONTROL MEASURES PRIOR TO THE START OF GRADING ACTIVITY. ALL SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED. 5. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE SYSTEMS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 6. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR ELECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 7. THE GENERAL CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE. 8. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED. 9. GENERAL CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER. 10. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. 11. ALL CUT AND FILL SLOPES MUST BE SURFACED -ROUGHENED AND VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. 12. ALL FILL SLOPES WILL HAVE SILT FENCES AT THE TOE OF THE SLOPE. I EROSION & SEDIMENT NOTES I 13. ALL SEDIMENT AND EROSION CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON -SITE INSPECTION BY THE ISSUING AUTHORITY. 14. THE ONLY MATERIAL TO BE BURIED ON SITE IS VEGETATED MATERIAL. 15. A 25MIN. UNDISTURBED VEGETATION BUFFER ADJACENT TO ALL RUNNING STREAMS AND CREEKS WILL BE LEFT AND MAINTAINED. 17. CONSTRUCTION EXIT SHALL BE LOCATED ADJACENT TO SITE ACCESS & RIGHT-OF-WAY TO REDUCE OR ELIMINATE THE TRANSPORT OF MUD FROM THE CONSTRUCTION AREA ONTO PUBLIC RIGHT-OF-WAYS, STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS. IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTO ROADWAYS. 18. SEDIMENT BARRIER - TO PREVENT ANY SEDIMENT CARRIED BY SHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURAL DRAINAGE WAYS OR STORM DRAINAGE SYSTEMS. 19. DISTURBED AREA STABILIZATION (TEMPORARY) MEASURES SHALL BE TAKEN TO ESTABLISH A TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON DISTURBED AREAS. 20. DISTURBED AREA STABILIZATION (PERMANENT) MEASURES SHALL BE TAKEN TO ESTABLISH A PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES, GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS. 21. DISTURBED AREA DUST CONTROL MEASURES SHALL BE TAKEN TO CONTROL THE SURFACE AND AIR MOVEMENT OF DUST ON CONSTRUCTION SITES, ROADWAYS, AND SIMILAR SITES. JC"MVM CCASn-E 8020 KATY FREEWAY HOUSTON, TX 77024 I � P. MARSHALL & ASSOCIATES 3545 WHITEHALL PARK DRIVE SUITE 450 CHARLOTTE, NORTH CAROLINA 28273 CROWN CASTLE BU #: 814645 SITE NAME: EAST EDMONDS SITE ADDRESS: 9620 EDMONDS WAY EDMONDS, WA 98020 SITE COORDINATES: 47.790833 -122.361944 57'-0" MONOPOLE DECOMMISSION ISSUED • 0 mom UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 24CCOWAN-0001 RECEIVED SHEET NUMBER: REVISION: Oct 2024 F EDMONDS DEVELOPMENT SERVICES CITY OF TERVIT-3 DEPARTMENT O (E) SUBJECT PARCEL N�� 10� oNS� 'o�� 1 PSN`NG' �40 , (E) MAN GATE TO CROWN CASTLE COMPOUND (E) OVERHEAD UTILITY POLE e.' Ia p/D, x diQ A 'pie' .. 0 o"c QX �QC� \GG�5C �PS� PR a A \O a. a.. A A. V °N (E) OVERHEAD 00 x A (E) GATE TO POWER LINE / / x ,� SUB STATION pNe p"e x x (E) COMPOUND \ I � /A-1/1J! I FENCE TO REMAIN p"P x o"ems f oae SUBJECT PARCEL OWNER: PUBLIC UTILITY DISTRICT #1 SNOHOMISH COUNTY ACREAGE: 0.69 ACRE(S) PARCEL #: 270336001 14000 (E) ADJACENT PARCEL —\ (E) TREE CANOPY ADJACENT PARCEL OWNER: CONNEL MARISA PARCEL #: 00434500001802 0 x x x x x x x x ADJACENT PARCEL OWNER: VAN NOORT PETER PARCEL #: 00434500001801 OVERALL PARCEL PLAN SCALE: 0' 7.515' 30' 1"= 15'9' (11x1]) N ' / / p1Q / ore lz O / oe / (E) TREE CANOPY iC0vm CAS �IJE 8020 KATY FREEWAY HOUSTON, TX 77024 i P. MARSHALL & ASSOCIATES 3545 WHITEHALL PARK DRIVE SUITE 450 CHARLOTTE, NORTH CAROLINA 28273 CROWN CASTLE BU #: 814645 / SITE NAME: °_ / ` EAST EDMONDS oo I x ADJACENT PARCEL SITE ADDRESS: OWNER: EDMONDS WAY /I PARCEL #: 27033600117600 9620 EDMONDS WAY 0o �ISITE EDMONDS, WA 98020 COORDINATES: o (E) STRUCTURES 47.790833 � (TOTAL OF 3) -122.361944 (E) SUB STATION EQUIPMENT 57 —0 MONOPOLE DECOMMISSION ISSUED • 0 mom UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PMRA PROJECT NUMBER: I 24CCOWAN-0001 RECEIVED SHEET NUMBER: REVISION: Oct 2024 CITY OFF E E ERVI DEVELOPMENTT SERVICES DEPARTMENT 1 c O I ON `NPSN�N�v off\ (E) MAN GATE TO CROWN CASTLE COMPOUND Ds3 PROVIDE TEMPORARY & PERMANENT SEEDING TO ALL DISTURBED AREAS NOT COVERED BY GRAVEL (TYP.) Ds3 REMOVE EXISTING CONCRETE PAD FOUNDATION. CONTRACTOR TO CUT & REMOVE FOUNDATION 36" BELOW GRADE. CONTRACTOR TO BACKFILL EMBEDDED PORTION OF HOLLOW PAD FOUNDATION WITH SELECT STRUCTURAL FILL COMPACTED TO 95% PROCTOR IN I'LIFTS. NOTES [Ds2] DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING) DISTURBED AREA STABILIZATION DS3 (WITH PERMANENT VEGETATION) SCF SILT FENCE Ds3 /+' /+ GENERAL SITE NOTES � Ds3 +/+ A. EXISTING COMPOUND (TO BE REMOVED). ALL CASIIJE UNDERGROUND UTILITY LOCATIONS TO BE LOCATED 8020 KATY FREEWAY AND REMOVED. HOUSTON, TX 77024 x �O�OQO�C J O O O O O � CONTRACTOR TO RESTORE AFFECTED O O AREAS WITH GRAVEL COVER. ADD GRAVEL TO ALL EXISTING REMAINING FOUNDATIONSENSURE LEVEL AREA POST EQUIPMENT REMOVAL. I I I I I(E) AT&T MOBILITY I ICONCRETE PAD TO BE I IREMOVED I J REMOVE ALL EXISTING UNDERGROUND CONDUIT & SERVICE WIRE TO EXISTING y�l EQUIPMENT AREAS 12" BELOW GRADE. REMOVE EXISTING H-FRAME AFTER FINAL REMOVE EXISTING ICE BRIDGE. I SERVICE SHUT OFF IS COMPLETED. REMOVE ALL POST REMOVE ALL POST FOUNDATIONS FOUNDATIONS BELOW GRADE. x BELOW GRADE. (TYP.) I REMOVE EXISTING MONOPOLE TOWER AND FOUNDATION. CONTRACTOR TO CUT & REMOVE FOUNDATION 36" BELOW GRADE, CONTRACTOR TO BACKFILL EMBEDDED PORTION I EXISTING OF HOLLOW TOWER FOUNDATION WITH SELECT CHAIN -LINKED STRUCTURAL FILL COMPACTED TO 95% PROCTOR IN 1' LIFTS. k FENCE x x x x x x x x x x x x x E) GRAVEL SUB COMPOUND PLAN (STATION AREA SCALE: o s o p• I 10 a p rxn l N (E) CONCRETE ACCESS APRON TO TOWER LEASE AREA (E) GRAVEL SUB STATION AREA B. EXISTING POWER CONDUCTORS, FIBER FEED & PLUMBING FEED CONDUITS TO BE REMOVED. ALL REMAINING EMPTY CONDUIT SHALL BE REMOVED 12" BELOW GRADE AND BACKFILL, COVER WITH GRAVEL TO LEVEL SURFACE. C. THERE SHALL BE NO CLEARING, GRADING, CONSTRUCTION, STORAGE, OR DISTURBANCE OF VEGETATION EXCEPT AS PERMITTED IN WRITING BY THE CITY OF EDMONDS SITE DEVELOPMENT MANAGER. D. COMPLY WITH ALL BUFFER AND TREE PROTECTION REQUIREMENTS. E. COMPLY WITH ALL PERMANENT LANDSCAPE REQUIREMENTS. RECEIVED Oct 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I � P. MARSHALL & ASSOCIATES 3545 WHITEHALL PARK DRIVE SUITE 450 CHARLOTTE, NORTH CAROLINA 28273 CROWN CASTLE BU #: 814645 SITE NAME: EAST EDMONDS SITE ADDRESS: 9620 EDMONDS WAY EDMONDS, WA 98020 SITE COORDINATES: 47.790833 -122.361944 57'-0" MONOPOLE DECOMMISSION r ISSUED • 0 mom UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 24CCOWAN-0001 SHEET NUMBER: REVISION: C-2 0 " A-- A k I ^ —em— —EXISTING MONOPOLE XISTING MONOPOLE OWER SHAFT & BASE )LE TOWER AND R TO CUT & REMOVE ,ADE. CONTRACTOR RTION OF HOLLOW ;ELECT STRUCTURAL !OCTOR IN 'I'LIFTS. 41N LINK MAIN EXISTING TOWER ELEVATION SCALE: NTS CONTRACTOR TO REMOVE BOLTS, NUTS & WASHER, ABOVE AND BELOW TOWER PLATE. (E) GRAVEL FINISH SURFACE EXISTING SOIL BASE CUT & REMOVE ALL REBAR WITHIN CONCRETE TO 36" BELOW GRADE EXISTING CONCRETE TOWER FOUNDATION TO BE ABANDONED/ REMAIN PROPOSED 4"-6" OF GRAVEL FINISH TO MATCH EXISTING (E) GRAVEL FINISH SURFACE EXISTING SOIL BASE PROPOSED NON -WOVEN GEOTEXTILE FABRIC EXISTING CONCRETE TOWER FOUNDATION TO BE ABANDONED/ REMAIN n TOWER FOUNDATION DEMO L SCALE: NOT TO SCALE REMOVE EXISTING CONCRETE 36' BELOW GRADE CUT EXISTING ANCHOR BOLTS TO 36" BELOW GRADE. 12" LIFT OF COMPACTED DEBRIS FREE SOIL TO 95% PROCTOR WITH PLATE COMPACTOR. ADD GRAVEL AS NEEDED TO LEVEL AREA POST EQUIPMENT REMOVAL GRAVEL AND SAND 6" LAYERS AND COMPACTED WITH A HAND TAMPER OR COMPACTOR 6' LIFT OF COMPACTED DEBRIS FREE SOIL HAND TAMPER. 3 TOWER FOUNDATION PROPOSED SCALE: NOT TO SCALE JC0vm C CA 8020 KATY FREEWAY HOUSTON, TX 77024 I � P. MARSHALL & ASSOCIATES 3545 WHITEHALL PARK DRIVE SUITE 450 CHARLOTTE, NORTH CAROLINA 28273 CROWN CASTLE BU #: 814645 SITE NAME: EAST EDMONDS SITE ADDRESS: 9620 EDMONDS WAY EDMONDS, WA 98020 SITE COORDINATES: 47.790833 -122.361944 57'-0" MONOPOLE DECOMMISSION ISSUED • 0 mom UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 24CCOWAN-0001 RECEIVED SHEET NUMBER: REVISION: Oct F EDMONDS 2024 CITY OF //�^\�_ I^) TERVI■ DEVELOPMENT SERVICES DEPARTMENT l\v_ J O EROSION & SEDIMENT CONTROL NOTES 1. COMPOUND SHALL BE RELATIVELY FLAT. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE. 2. DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARY VEGETATION AFTER 14 DAYS; AFTER 30 DAYS PERMANENT VEGETATION SHALL BE ESTABLISHED. 3. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES, THE LIMITS OF THE DISTURBANCE SHALL BE CLEARLY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. 4. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. CONTRACTOR SHALL CALL APPROPRIATE COUNTY FOR AN INSPECTION OF SOIL EROSION CONTROL MEASURES PRIOR TO BEGIN GRADING ACTIVITY. ALL SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED. 5. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE SYSTEMS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 6. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR ELECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 7. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE. 8. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED. 9. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 7 DAYS SHALL BE STABILIZED WITH SEEDING. 10. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER. 11. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND-SIDTURBING ACTIVITIES. 12. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. 13. ALL FILL SLOPES WILL HAVE SILT FENCES AT THE TOE OF THE SLOPE. 14. ALL SEDIMENT AND EROSION CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON -SITE INSPECTION BY THE ISSUING AUTHORITY. 15. A 25' MIN. UNDISTURBED VEGETATION BUFFER ADJ. TO ALL RUNNING STREAMS AND CREEKS WILL BE LEFT AND MAINTAINED. 16.MAINTENANCE STATEMENT: EROSION CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED BY THE GENERAL CONTRACTOR. 18. CONSTRUCTION EXIT - TO REDUCE OR ELIMINATE THE TRANSPORT OF MUD FROM THE CONSTRUCTION AREA ONTO PUBLIC RIGHT-OF-WAYS, STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS. IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTO ROADWAYS. EROSION & SEDIMENT CONTROL NOTES 19.TYPE C SEDIMENT BARRIER - TO PREVENT ANY SEDIMENT CARRIED BY SHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURAL DRAINAGE WAYS OR STORM DRAINAGE SYSTEMS. 20.DISTURBED AREA STABILIZATION (TEMPORARY) - TO ESTABLISH A TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON DISTURBED AREAS. 21.DISTURBED AREA STABILIZATION (PERMANENT) - TO ESTABLISH A PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES, GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS. 22.DISTURBED AREA DUST CONTROL- TO CONTROL THE SURFACE AND AIR MOVEMENT OF DUST ON CONSTRUCTION SITES, ROADWAYS, AND SIMILAR SITES. EROSION & SEDIMENT CONTROL COMPOUND NOTES A. USE OF SWALES AND/OR DRAINAGE DITCHES FOR PROPER WATER RUNOFF AS NEEDED. B. AGGREGATE IS BASED ON STANDARD AASHTO. C. SLOPE NOT TO EXCEED 1 /4" PER FOOT TO MAX. GRADE OF 6" FROM CENTER OF COMPOUND TO EACH FENCE LINE. D. SUB -GRADE SHALL BE COMPACTED BY SHEEPS FOOT VIBRATOR OR RUBBER TIRED ROLLERS WEIGHING AT LEAST EIGHT TONS. E. FINISHED GRADE SHALL BE COMPACTED BY SMOOTH DRUM VIBRATOR ROLLERS WEIGHING AT LEST EIGHT TONS. FINISHED GRADE SHALL BE UNIFORM AND LEVEL. F. GRADING IS REQUIRED FOR THE PROPOSED CONSTRUCTION. COMPOUND SHALL BE RELATIVELY FLAT. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE. G. DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARY VEGETATION AFTER 14 DAYS; AFTER 30 DAYS PERMANENT VEGETATION SHALL BE ESTABLISHED. H. MAINTENANCE STATEMENT: EROSION CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED BY THE GENERAL CONTRACTOR. I. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTIONS. J. CONSTRUCTION EXIT - TO REDUCE OR ELIMINATE THE TRANSPORT OF MUD FROM THE CONSTRUCTION AREA ONTO PUBLIC RIGHT-OF-WAYS, STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS. IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTO ROADWAYS. K. TYPE C SEDIMENT BARRIER - TO PREVENT ANY SEDIMENT CARRIED BY SHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURAL DRAINAGE WAYS OR STORM DRAINAGE SYSTEMS. L. DISTURBED AREA STABILIZATION (TEMPORARY) - TO ESTABLISH A TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON DISTURBED AREAS. M. DISTURBED AREA STABILIZATION (PERMANENT) - TO ESTABLISH A PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES, GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS. CONTRACTOR TO INSTALL SOD TO MATCH THE SPECIES USED BY THE UNIVERSITY OF HOUSTON. N. DISTURBED AREA DUST CONTROL - TO CONTROL THE SURFACE AND AIR MOVEMENT OF DUST ON CONSTRUCTION SITES, ROADWAYS, AND SIMILAR SITES. STEEL POST FILTER FABRIC MATERIAL "...■I_ �■■jjllll_�II _ Im MINNOW .... IIm�omm WOVEN WIRE ■.III Emm FENCE BACKING A■■ 1100olmeel :: IIL. ...—. ... _.I. ■■■�■ ono'—L'I. BURY BOTTOM OF 1. USE 36' DOT APPROVED FABRIC 2. USE STEEL POSTS rDs2] DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING) DS3 DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION) SFC-SILT FENCE, TYPE-C SCALE: NTS N.S.A. R-2(1.5 COARSE AGG GEOTEXTILE UNDERLINER MAINTENANCE 1. PERIODICALLY DRESS WITH 1.5"-3.5" STONE. 2. MAINTAIN IN A CONDITION THAT WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. 3. IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTO ROADWAYS. CO -CONSTRUCTION EXIT DETAIL SCALE: NTS iC 0vm cc CASTUE 8020 KATY FREEWAY HOUSTON, TX 77024 P. MARSHALL & ASSOCIATES 3545 WHITEHALL PARK DRIVE SUITE 450 CHARLOTTE, NORTH CAROLINA 28273 CROWN CASTLE BU #: 814645 SITE NAME: EAST EDMONDS SITE ADDRESS: 9620 EDMONDS WAY EDMONDS, WA 98020 SITE COORDINATES: 47.790833 -122.361944 57'-0" MONOPOLE DECOMMISSION ISSUED • 0 mom UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 24CCOWAN-0001 RECEIVED SHEET NUMBER: REVISION: Oct F EDMONDS 2024 CITY DEVELOPMENT SERVICES D M TSERVIC-4 EPARTMENT O