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CivilPlans_PW23-061_PW23-062Counter Complete AUG 30 2023 HORIZON TOWER SITE: SITE TYPE: TOWER HEIGHT: SITE INFORMATION PROPERTY INFORMATION: SITE ADDRESS: 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 COUNTY: KITSAP LATITUDE (NAD83): 47° 30' 09.64" N (47.502677°) LONGITUDE (NAD83): 122° 42' 25.85" W (-122.707181 °) GROUND ELEVATION (NAVD88): ±474.7' AMSL JURISDICTION: CITY OF PORT ORCHARD APN: 082301-2-004-2002 ZONING: CI OCCUPANCY CLASSIFICATION: U LEGAL DESCRIPTION: SEE SHEET SV1 AREA: ±15.0 ACRES CONSTRUCTION INFORMATION: AREA OF CONSTRUCTION: ±2500 SQ. FT. TYPE OF CONSTRUCTION: II-B PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. PROPERTY OWNER: COMPANY: CHRIST THE ROCK COMMUNITY CHURCH ADDRESS: 4100 SW OLD CLIFTON RD CITY, STATE, ZIP: PORT ORCHARD, WA 98637 TOWER OPERATOR: COMPANY: HORIZON TOWER ADDRESS: 117 TOWN & COUNTRY DR, SUITE A CITY, STATE, ZIP: DANVILLE, CA 94526 CONTACT: PAUL BUSCHINI PHONE: (925) 314-1113 x242 E-MAIL: paul@horizontower.com APPLICANT'S REPRESENTATIVE: COMPANY: ADDRESS: CITY, STATE, ZIP CONTACT: PHONE: E-MAIL: CLARK WARDLE LLP PO BOX 639 BOISE, ID 83701 JOSHUA J. LEONARD (208) 891-0874 jleonard@clarkwardle.com PROJECT TEAM ARCHITECTURAL & ENGINEERING: COMPANY: INFINIGY ENGINEERING, PLLC CONTACT: ZACHARY NESGODA E-MAIL: znesgoda@infinigy.com SITE ACQUISITION & PLANNING: CONTACT: PHONE: E-MAIL: PROJECT SURVEYOR: COMPANY: ADDRESS: CITY, STATE, ZIP: CONTACT: PHONE: E-MAIL: TODD WALTON (206) 334-4116 waltontr@comcast.net DUNCANSON COMPANY, INC 145 SW 155TH ST, SUITE 102 BURIEN, WA 98166 KEVIN WALKER (206) 244-4141 kevinw@duncansonco.com WA4702 PORT ORCHARD MONOPOLE 195 1.011 SHEET INDEX SHEET DESCRIPTION T-1 TITLE SHEET T-2 SPECIFICATIONS & NOTES T-3 SPECIFICATIONS & NOTES SV1 EXISTING SITE SURVEY SV2 EXISTING SITE SURVEY SV3 EXISTING SITE SURVEY C1 COVER SHEET SEC 8, TWP 23 N, RNG 1 E, WM C2 GRADING AND DRAINAGE PLAN SEC 8, TWP 23 N, RNG 1 E, WM C3 EPSC SEC 8, TWP 23 N, RNG 1 E, WM C4 DETAILS SEC 8, TWP 23 N, RNG 1 E, WM A-1 OVERALL SITE PLAN A-2 ENLARGED SITE PLAN A-3 WEST & NORTH ELEVATIONS A-4 CONSTRUCTION DETAILS A-5 FENCE DETAILS G-1 SCHEMATIC GROUNDING PLANS & NOTES G-2 GROUNDING DETAILS L-0 IRRIGATION PLAN & DETAILS L-1 LANDSCAPING PLAN & DETAILS 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. APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH CONSTRUCTION AS DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. APPROVAL: SIGNATURE: DATE: PROJECT MANAGER SITE ACQUISITION CONSTRUCTION MANAGER SITE OWNER RF ENGINEER DEVELOPMENT MANAGER w m CONSTRUCTION MANAGER OPS MANAGER ~ REGULATORY REVIEW PROJECT MANAGER HORIZON TOWER SITE ADDRESS: COUNTY: JURISDICTION: LAT: 47' 30'09.6411 N City of Port Orchard Community Development 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP CITY OF PORT ORCHARD LONG: 122' 42'25.85" W PROJECT DESCRIPTION 1 f CODE COMPLIANCE HORIZON TOWER PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS FACILITY AS FOLLOWS: TOWER SCOPE OF WORK: • INSTALL A 195'-0" MONOPOLE GROUND SCOPE OF WORK: • INSTALL A 12'-0" WIDE ASPHALT ACCESS ROAD • INSTALL A CHAIN LINK FENCE AROUND THE 50'-0"x50'-0" COMPOUND • INSTALL A 12'-0" WIDE DOUBLE SWING ACCESS GATE • INSTALL A UTILITY H-FRAME W/ 4-GANG METER BANK DESIGN IS BASED ON: RFDS VERSION 1, DATED 03/15/2023 (CONFIG. 56790EAH_SR_T_6x24, 56790EAH_SR_T) THESE PLANS HAVE BEEN DEVELOPED FOR THE CONSTRUCTION OF AN UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY T-MOBILE IN ACCORDANCE WITH THE PROVIDED SCOPE OF WORK, INCORPORATED IN THE PLANS BY INFINIGY. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED & SIGNED, & ACCOMPANIED BY A PASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND MOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER. ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THESE CODES. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 14 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FIRE CODE 2021 UNIFORM PLUMBING CODE 2020 NATIONAL ELECTRICAL CODE 2021 INTERNATIONAL FUEL GAS CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE ANSI/TIA-222-H OR LATEST EDITION ASCE 7-16 NFPA 780 - LIGHTNING PROTECTION CODE ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES, MOST RECENT EDITION LOCAL AMENDMENTS TO THE ABOVE, WHERE APPLICABLE CITY/COUNTY ORDINANCES LIFE SAFETY CODE NFPA-101 Know what's below. Call before you dig. www.call811 .com ^ HORIZON L � TOWER T Mobi 10 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 INFINIGY9 BELLEVUE, WA 98004 T-MOBILE SITE: SE06168A SQUARE LAKE -ROCK CHURCH HORIZON HORIZON TOWER SITE: WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP COUNTY 195-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN 04 WAS&I� 7/28 23 RF'40190 ASS,10NAL�G THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. PW23-061 / PW23-062 A. GENERAL 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS SPECIFICALLY NOTED OTHERWISE BY HORIZON TOWER. C. COATING SYSTEM SPECIFICATIONS 1 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND 2 APPLY ALL FINISHES PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED BY HORIZON TOWER. 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE HORIZON TOWER CONSTRUCTION MANAGER. 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 GRIT SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPC-SP1. 7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER PROTECTIVE METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND FACILITIES. 8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS INDICATED. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE HORIZON TOWER CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE FROM BLEMISHES. B. PAINTING SCOPE 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW WITH THE COATING SYSTEM INDICATED. PAINTING SCOPE COATING DO SURFACE TO BE PAINTED SYSTEM PAINT NOT N/A PAINT BTS UNIT X ALL EQUIPMENT & CABINETS OTHER THAN THE BTS UNIT X ANTENNA COVERS, TILT BRACKETS, MOUNTING BRACKETS AND ASSOCIATED HARDWARE, CABLES AND CABLE SEE SEE COVERS EXPOSED TO VIEW, PLANS PLANS EXPOSED CONDUITS AND HANGERS, ETC. FLASHING UNITS, METAL TRIM AND OTHER METAL SURFACES X STUCCO, CONCRETE, CONCRETE BLOCK AND CEMENTIOUS TYPE FINISH X SYSTEMS. PLYWOOD, LUMBER AND WOOD TRIM INCLUDING THE BACK SIDE X OF ALL SCREEN WALLS DRYWALL X CONCRETE POLES X METAL POLES AND METAL POLE STAND-OFF X DTM ACRYLIC COATING (SERIES B66) BY SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER (B66A50). 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) BY SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER D. PAINT & PRIMER ANTENNAS • PRIMER: KEM AQUA E61-W525 • TOPCOAT: COROTHANE II B65W200/B6OV22 BTS CABINET • PRIMER: KEM AQUA E61-W525 • TOPCOAT: COROTHANE II B65W200/B6OV22 COAXIAL JUMPER CABLES • PRIMER: AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM AQUA WATER REDUCIBLE PRIMER E61 W25 REDUCED 25% • TOPCOAT: 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 RAW STEEL • PRIMER: KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER • TOPCOAT: 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 GALVANIZED METAL • ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) STAINLESS STEEL • PRIMER: OTM WASH PRIMER, B71Y1 • TOPCOAT: 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 PRE -PRIMED STEEL • TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM BOND HS, SSOWZ4 ALUMINUM & COPPER • PRIMER: DTM WASH PRIMER, B71Y1 • TOPCOAT: 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 CONCRETE MASONRY • PRIMER: PRO MAR EXTERIOR BLOCK FILLER • TOPCOAT: 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH CONCRETE STUCCO (EXISTING) • 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH STUCCO • PRIMER: PRO MAR MASONRY CONDITIONER B-46-W21000 • TOPCOAT: SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS WOOD • PRIMER: A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20 • TOPCOAT: 2 COATS A-100 LATEX HOUSE & TRIM SHEEN TO MATCH ADJACENT SURFACES 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. 2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA ACCESS REQUIREMENTS. 3. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING SHALL VISIT THE JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS TO CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN, AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL, MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, THE HORIZON TOWER CONSTRUCTION MANAGER AND THE ARCHITECT. 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS, THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS SPECIFICALLY DIRECTED OTHERWISE BY HORIZON TOWER. IF A DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC PURPOSES ONLY. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL CHECK THE ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 7. CONTRACTOR SHALL NOTIFY THE HORIZON TOWER CONSTRUCTION MANAGER, THE PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE HORIZON TOWER CONSTRUCTION MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS WITH HORIZON TOWER CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH ERICSSON RADIO SYSTEMS. 10. ALL SYMBOLS & ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE HORIZON TOWER CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO HORIZON TOWER. 12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE, USING HIS OR HER BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, AND COORDINATION OF ALL PORTIONS OF THE CONTRACTED WORK. 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE: NRCA - NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INTERNATIONAL CENTER 10255 W HIGGINS RD, SUITE 600 ROSEMONT, IL 60018-5607 SMACNA - SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION 4201 LAFAYETTE CENTER DR CHANTILLY, VA 20151-1219 IILP - INTERNATIONAL INSTITUTE FOR LATH AND PLASTER 820 TRANSFER RD ST. PAU L, MN 55114-1406 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED BY HORIZON TOWER, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 15. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL ITEMS. 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THE STATE DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS, INCLUDING BUT NOT LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA). 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF HORIZON TOWER AND THE PROPERTY OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY HORIZON TOWER UNDER THIS CONTRACT. 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT AND LOCATE, OR CONTACT AN OUTSIDE AGENCY TO LOCATE, ALL EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED AND ACCEPTED BY HORIZON TOWER. 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER, HORIZON TOWER, AND THE CITY OR GOVERNING AGENCY. 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE PROVIDED TO THE HORIZON TOWER CONSTRUCTION MANAGER. 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE CONSTRUCTION SUPERINTENDENT. 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE END OF EACH DAY THEN AT A VACUUM CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE AT COMPLETION OF WORK. 25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. 26. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED. 27. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY AND PROJECT SITE. 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA UNDER CONSTRUCTION. 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 AND 810. 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. 31. UPON COMPLETION OF CONSTRUCTION, HORIZON TOWER CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY HORIZON TOWER. 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE. HORIZON TOWER ■ ■ Mob 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 INFINIGY9 BELLEVUE, WA 98004 T-MOBILE SITE: SE06168A SQUARE LAKE -ROCK CHURCH HORIZON HORIZON TOWER SITE: WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP COUNTY 195-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN S�Qy41ER / W4 04 WASNI,y 7/28 23 a� RF040190 I Isla �SS�ONAL ��G SHEET TITLE: SPECIFICATIONS & NOTES SHEET NUMBER: REVISION: T-2 0 �2 PAINT SPECIFICATIONS 1 GENERAL SPECIFICATIONS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. A. GENERAL 1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS. 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. 4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO ENSURE THE SAFETY OF THE WORK UNTIL IT IS COMPLETED. THIS INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. 5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 6. WATERPROOFING: WATERPROOFING AND DRAINAGE DETAILS OR SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO NOTIFY THE HORIZON TOWER CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY INADEQUATE OR IMPROPER CONDITIONS. B. STEEL 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC. 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325 3. STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM A53. 4. STEEL TUBING SHALL BE GRADE "B" CONFORMING TO ASTM A500. 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE -APPROVED. SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: A. 250 AMP WELDERS. B. ROD OVENS. C. GRINDERS. 7. NO BUZZ BOXES SHALL BE USED. 8. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED "FULL STRESS" AT END OF WELD SYMBOL. C. CONCRETE 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: LOCATION STRENGTH WT. SLUMP ADMIXTURE SLAB&FOOTING 3000psi 150pcf 4" NONE 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY THE BUILDING DEPT. 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PREFORMED BARS CONFORMING TO ASTM A615 AS FOLLOWS: #4 & SMALLER BARS.................GRADE 40 #5 & LARGER BARS...................GRADE 60 ALL BARS AT CAISSON FOOTING... GRADE 60 4. FOUNDATIONS & SLABS: TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE FOLLOWING: A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVEL B. PIER/CAISSON FOOTING: 1" GRAVEL. 6. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" C. WALL, EXTERIOR FACE 1-1/2" D. WALL, INTERIOR FACE 1" E. STRUCTURAL SLABS 3/4" F. JOISTS 3/4" G. BEAMS, GIRDERS & COLUMNS 1-1/2" 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. 12. EMBEDDED ITEMS: CONDUITS PLACED IN A CONCRETE SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS OF THE SLAB. CONDUITS SHALL NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3-1/2" THICK, UNLESS SLAB IS LOCALLY THICKENED. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES. 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, INSERTS, ETC., SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR IS ALLOWED. 14. CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUND IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUM PERIOD. 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. D. TIMBER 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE. 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE. 3. STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL LUMBER SHALL BE NO. 2 OR STD & BTR GRADE DOUGLAS FIR, S45. 2X4 STUD WALLS SHALL BE D.F. STANDARD & BTR. 4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SIDE UP. 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6" O.C. UNLESS NOTED OTHERWISE ON PLANS. FIELD NAIL WITH 8d AT 12" O.C. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, UNLESS NOTED OTHERWISE ON THE PLANS. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND SHALL CONFORM TO PS 1-83. 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 24% AT THE TIME OF INSTALLATION. 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG BOLTS SHALL BE INSTALLED IN PRE -DRILLED HOLES WITH A DIAMETER EQUAL TO 75% DIAMETER OF BOLT. 12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN APPROVED BY THE STRUCTURAL ENGINEER. 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. 14. ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) CONFORMING TO 20E-V12 B. STRENGTH PROPERTIES: Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. Fb TOP FIBER BENDING STRESS 1000psi MIN. Fv SHEAR STRESS 190psi MIN. Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN. C. MODULUS ELASTICITY 1400ksi MIN. D. CAMBER TO RADIUS OF 16000 U.O.N. E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC A190.1 AND ASTM D3737. HORIZON TOWER *lp- ■ ■ Mobi 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 INFINIGY9I BELLEVUE, WA 98004 T-MOBILE SITE: SE06168A SQUARE LAKE -ROCK CHURCH HORIZON HORIZON TOWER SITE: WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP COUNTY 195-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN 04 WASy�� f _ 7/28 23 is �SS�ONAL�G SHEET TITLE: SPECIFICATIONS & NOTES SHEET NUMBER: REVISION: T-3 0 �2 NOT USED 1 STRUCTURAL SPECIFICATIONSI \.. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. J FOUND MONUMENT I m Q Z �I Q o J TAX LOT J052301-3-037-2004 W LL , FOUND MONUN ACCESS S88 35'13"E 445.6 1' } LANDSCAPED MEDIAN 2 3 25 J W/CHURCH SIGN TELEPHONE TELEPHONE I PEDESTAL PEDESTAL LANDSCAPED #4100 MEDIAN CURB F- O J cD _z Y Q w � J N � 2 � o � TAX LOT o o Q J082301-3-002-2002 z TREES 7'± WIDE GRAVEL PATH CLEARING W/ FIRE PIT —1 TREES PROPOSED 50' x 50' LEASE AREA O J z OF ASPHALT DRIVEWAY Q � I J Q d W Q CURB I TREES CHURCH CURB I TREES UILDIN BRUSHLINE (TYP) SEE TREE DETAILS ON SHEETS SV2 & SV3 446.00' N88 35'13"W LATITUDE/LONGITUDE POSITION PROPOSED TOWER LOCATION TAX LOT #052301-4-027-2004 SW D CLIF_RD_i _ S87'00'37'E 30' 431.54' 2 25" J PARENT PARCEL TAX LOT #082301-2-004-2002 TELEPHONE PEDESTAL TREES PAD MOUNTED TRANSFORMER SITE LOCATION SCALE: 1 "=100' 205.07' N87°00 TAX LOT J082301-3-002-2002 O N pv,N 0 � TAX LOT #082301-1— 015-2001 LEGAL DESCRIPTION RESULTANT PARCEL A OF BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NO. 3320649, BEING A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 8, TOWNSHIP 23 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON. EASEMENTS Z CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF TITLE REPORT. THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. EASEMENT FOR ELECTRIC TRANSMISSION AND DISTRIBUTION LINES PER AUDITOR'S FILE NO. 1 781118. EASEMENT FOR GUY ANCHORS, NO DESCRIPTION TO CALC, NOT SHOWN. AEASEMENT OF ACCESS PER AUDITOR'S FILE NO. 9609240198. SHOWN. A3 EASEMENT OF ACCESS PER AUDITOR'S FILE NO. 3043944. SHOWN. NOTES 1. TITLE INFORMATION PER SUBDIVISION GUARANTEE BY PACIFIC NORTHWEST TITLE, ORDER NO. 32161626, DATED JULY 13, 2017. 2. FIELD WORK CONDUCTED IN NOVEMBER 2021 AND JULY 2022. 3. BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83/91). 4. UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. 5. FEMA DESIGNATION: ZONE 'X' (AREA OF MINIMAL FLOOD HAZARD), FIRM MAP NUMBER 53035CO364F, EFFECTIVE DATE FEBRUARY 3, 2017. LATITUDE/LONGITUDE POSITION COORDINATE DATA AT PROPOSED TOWER LOCATION: NAD 83 LAT — 47°30'09.64" N NAVD 88 LONG — 122'42'25.85" W ELEV.= 474.7 FEET LAT — 47.502677° N LONG — 122.707181 ° W BENCHMARK IS BASED ON WSRN PUGET SOUND REFERENCE NETWORK. NAVD 88 ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. (� qv-��� AHATCOM SAN"✓�UAN` Q n S%AGIT CLALLAM SNOHOMISH ✓EFFERSON y' KING GRAYS 14;�Sl HARBOR 2Y r$URS�N PIERCE ti4 @Gti4 LEWIS 4 „q COWLITZ SW YARROW ST SITE OKANAGAN CHELAN DOUGLAS A17TITAS GRANT a e FERRY c 5 LINCOLN SPOKANE ADAMS IIHITMAN FRANAUN BENTON F VICINITY MAP NOT TO SCALE — HORIZON TOWER, LLC i DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP COUNTY THIS DRAWING WAS CREATED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED HEREON, AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION FROM SAID CLIENT. 0 2022, DUNCANSON COMPANY, INC. FLD. CREW: PN/AH FLD. BOOK: 11 /09/21 DRAWN BY: LAC JOB #: 01792.2011 DATE: 11 /11 /21 REVISIONS DATE DESCRIPTION BY 8/31 /22 ADD TITLE KJW INFORMATION 8/30/22 ADD PROPERTY KJW DIMENSIONS NEW SURVEY INFORMATION, 7/19/22 ADDITIONAL SHEETS FOR DAS DETAIL VIEWS 1/06/22 UPDATE TITLE BLOCK KJW J `9 (a)F WAgk W�lll� a 41038 0 oA�sS,foNALSTER9 S�a� L 8131122 SHEET TITLE FSEC STING SITE SURVEY TWP23 N, RNG 1 E, WM SHEET NUMBER svi SD CB TOP=479.2 ASPHALT r� CONC CURB � � I DF11 D/ DF10 67.0 69.1 I I BRUSHLINE / DF8 54.1 cAo J7 DF5 DF12 DF6 DF10 . 9 DF7 / DF1I 56.3 , TREES DF5 . DF6 DF8. DF9 DF7 �o DF13 DF6 DF9 I DF11 / DF6 DF5 I TREES F5 <j�' I DF9 DF10 I / DF12 DF7 4j�2 DF5 DF8 IDF6 DF12 / /DF7 DF5 DFj14 N �F6 /DF6 DF5 DF5 / DF8 DF15 DF6 88.8 / I DF5 / DF8 F4 DF10 DF7 77.2 DF1 I 77.1 DF7 DF12 0� DF5 DF1 / /F7 DF9 DF7 � l DF10 DF7 DF5 7'f WIDE GRAVEL PATH DF6 DF8 �� � 9 . ' DF15� DF5 DF6 ' TREES DF10 9 / N DF10 I r �� DF10 l DF151 DF6 I TREES I l DF6 DF9 DF6 t 45.1 I d. DF16\ ( DF6 1 / DF5 I 40.0 I 01) DF10 DF11 l DF13 \ 1 70.3 \ l67 2 � TREETOP DF14� EL= 541.5 ` V DF5 / DF20 DF8 72.7 DF5 / DF5 . 5 DS12 TREETOP / 49.7 EL=550.7 \ 473• DS6 473.5 DS10 \ 042.1 DF14� \ DF12 / 4 473.5 Cr*1 6 1. 8 / \ TREETOP \ EL=559.7 TREES DF10 65.8 BRUSHLINE PROPOSED 50' X 50' LEASE AREA TREETOP EL=554.7 \ 50' DIRT/WEEDS \ \ DF20 74.6 \ DIRT/WEEDS O \ \ 4�4 5 I � \ DIRT/WEEDS \� 4j¢0 TREES N `��DF12 DF10 49.3 D F 12 40.1 TREETOP EL=522.1 TREES DF12 42.0 TREES LATITUDE/LONGITUDE POSITION PROPOSED TOWER LOCATION SITE BENCHMARK / NAIL SET / ELEV=470.2 0 / . / . ASPHALT. - - DF10 73.2 466- BRUSHLINE DFPI6 BR� DF14 t CO DF7 DDF10 V v F13 79.3 co DF12 DF8 / TREES DF6 BUILDING .H DF16 f o 0 w a o� � o 20 rn M 00 0 Q z GRAPHIC SCALE 0 10 20 40 (IN FEET) I inch = 20 ft. I inch = 40 ft. (I Ix17 SHEET) 80 LEGEND SUBJECT BOUNDARY LINE RIGHT-OF-WAY CENTERLINE \AIR RIGHT-OF-WAY LINE \ ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE ❑P OVERHEAD POWER LINE UP ❑ BURIED POWER LINE BURIED GAS LINE ❑T OVERHEAD TELEPHONE LINE UT BURIED TELEPHONE LINE w BURIED WATER LINE SS BURIED SANITARY SEWER SD BURIED STORM DRAIN - - DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE o CHAIN LINK FENCE WOOD FENCE x BARBED WIRE/WIRE FENCE TRANSFORMER -(�- FIRE HYDRANT 3 LIGHT STANDARD M GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX JQ FIRE STAND PIPE UTILITY POLE © IRRIGATION CONTROL E--- POLE GUY WIRE ❑ CATCH BASIN, TYPE I ICI GAS VALVE 0❑ CATCH BASIN, TYPE II 0 GAS METER ri SIGN OT TELEPHONE VAULT 0 BOLLARD QT TEL. MANHOLE o MAIL BOX TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: 1. ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. 2. ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO t0.5 FEET OR f1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER MP=MAPLE DS=DECIDUOUS AL12 TRUNK DIAMETER (IN) MA=MADRONA OK=OAK TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR M DF=DOUGLAS FIR HE=HEMLOCK DF18 PI=PINE 195.2 EVG=EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. LATITUDE/LONGITUDE POSITION COORDINATE DATA AT PROPOSED TOWER LOCATION: N AD 83 LAT - 47°30'09.64" N NAVD 88 LONG - 122°42'25.85" W ELEV.= 474.7 FEET LAT - 47.502677° N LONG - 122.707181 ° W BENCHMARK IS BASED ON WSRN PUGET SOUND REFERENCE NETWORK. NAVD ee ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. UNDERGROUND UTILITIES , EXIST IN THE AREA AND UTILITY INFORMATION SHOWN • MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY Know what's below. CONSTRUCTION. Call before you dig. HORIZON TOWER, LLC DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP COUNTY THIS DRAWING WAS CREATED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED HEFIEON, AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION FROM SAID CLIENT. (0 2022, DUNCANSON COMPANY, INC. FLD. CREW: PN/AH FLD. BOOK: 11 /09/21 DRAWN BY: LAC JOB #: 01792.2011 DATE: 11 /11 /21 REVISIONS DATE DESCRIPTION BY 8/31/22 ADD TITLE KJW INFORMATION 8/30/22 ADD PROPERTY KJW DIMENSIONS NEW SURVEY INFORMATION, 7/19/22 ADDITIONAL SHEETS FOR DAS DETAIL VIEWS 1/06/22 UPDATE TITLE BLOCK KJW J �0 41038 a LST � 8131122 SHEET TITLE EXISTING SITE SURVEY SEC 8, TWP 23 N, RNG 1 E, WM SHEET NUMBER SV2 ASPHALT CONC CURB BRUSHLINE ASPHALT ASPHALT DF10 69.1 DF8 54.1 DF12 DI X9 DF7 TREES DF5 DF6 DF8 DF13 SD CB TOP= 479.2 d I a I CONCRETIf �a I d I. I SD CB I CONC RETAINING / TOP=479.6 BLOCKS / I ^� a O �o DS8 - 480 r � I DF11 67.0 I A DF5 DF10 . DF1 56.3 DF6 DF7 "DF9I DF11 / DF6 DF5 I TREES F5 I DF9 � DF10 I / DF12 DF7 DF5 DF8 IDF6 DF12 / /DF7 Dy14 DF5 N DF6 DF6 DF51DF5, Vol ��DF8 nF� CHURCH I I al I °I I I I° � I I I r468 I SD CB .4 TOP= 469.1 a -d I I 00 SD CB d. ' I I TOP= 469.1 � I CONCRETE d ° I co I Cc d Ico DF12 a . GRAVEL I N v al I PHONE. G Q. PED J I I I DF10 59 I co a of I I Q I I POWER METER DF8 GAS METER o ��•��y� I �I I00 -------� �' I �Bf BURIED UTILITIES IN STORM I I I III I CONC W/ HATCH DRAINAGE POND o A I THIS AREA BEHIND FENCE I I I III I I SD CB I TOP=469.3 to I I � o I I I I� ROOF OVERHANG (TYP) I I III � I I � I III II � I DF15 77.6 F14 kDD4 CONC / SD MH o RIM=469.7 I. S I ,P STORM crp DRAINAGE POND I I I I I \ THIS AREA l �0 DF13 DF13 DF9 67.7 TREES 1 DF9 DF12 74.3 J- - ! / A6' \ . . / A, TREETOP ASPHALT . EL=538.5 - - 474 -470 SD CB - / DF10 DF6 \ < TOP=469.2 . / / _ - / 73.2 DF10 6 DF7 \ ✓ / , GRAVEL / DF6 b6 PI6 BRUSHLINE DF8 11 DF14 DF9 'I �� ����� t DF10 79.3 43.4 I 56.3 / 00 DF7 DF13 / DF7 DF6 DF12 1 / / DF8 TREES CONC DOOR STEP CONDUIT a DF6 ^�O BUILDING GRAPHIC SCALE 20 0 10 20 40 BEHIND FENCE I� ° rl JI CONDUIT CONC CURB I ° \ I I I I PARKING STRIPE (TYP) SD CBrd I I I TOP= 469.E o II ° SITE BENCHMARK l NAIL SET o n ELEV-470.2 / (IN FEET) 1 inch = 20 ft. 1 inch = 40 ft. (l 1x17 SHEET) 80 rn M 00 i 11=1=1►1C SUBJECT BOUNDARY LINE RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE ❑P OVERHEAD POWER LINE UP BURIED POWER LINE G BURIED GAS LINE ❑T OVERHEAD TELEPHONE LINE UT BURIED TELEPHONE LINE w BURIED WATER LINE SS BURIED SANITARY SEWER SD BURIED STORM DRAIN - - DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE o CHAIN LINK FENCE 11 WOOD FENCE x BARBED WIRE/WIRE FENCE TRANSFORMER -(�- FIRE HYDRANT 3 LIGHT STANDARD M GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX JQ FIRE STAND PIPE UTILITY POLE © IRRIGATION CONTROL E--- POLE GUY WIRE ❑ CATCH BASIN, TYPE I ICI GAS VALVE 0❑ CATCH BASIN, TYPE II 0 GAS METER ri SIGN M TELEPHONE VAULT 0 BOLLARD (E) TEL. MANHOLE 1=1 MAIL BOX TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: 1. ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. 2. ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO t0.5 FEET OR f1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER MP=MAPLE DS=DECIDUOUS AL12 TRUNK DIAMETER (IN) MA=MADRONA OK=OAK TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR M DF=DOUGLAS FIR HE=HEMLOCK DF18 PI=PINE 195.2 EVG=EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. LATITUDE/LONGITUDE POSITION COORDINATE DATA AT PROPOSED TOWER LOCATION: N AD 83 LAT - 47°30'09.64" N NAVD 88 LONG - 122°42'25.85" W ELEV.= 474.7 FEET LAT - 47.502677° N LONG - 122.707181 ° W BENCHMARK IS BASED ON WSRN PUGET SOUND REFERENCE NETWORK. NAVD 88 ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. UNDERGROUND UTILITIES , EXIST IN THE AREA AND UTILITY INFORMATION SHOWN • MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY Know what's below. CONSTRUCTION. Call before you dig. HORIZON TOWER, LLC DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP COUNTY THIS DRAWING WAS CREATED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED HEFIEON, AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION FROM SAID CLIENT. (0 2022, DUNCANSON COMPANY, INC. FLD. CREW: PN/AH FLD. BOOK: 11 /09/21 DRAWN BY: LAC JOB #: 01792.2011 DATE: 11 /11 /21 REVISIONS DATE DESCRIPTION BY 8/31/22 ADD TITLE KJW INFORMATION 8/30/22 ADD PROPERTY KJW DIMENSIONS NEW SURVEY INFORMATION, 7/19/22 ADDITIONAL SHEETS FOR DAS DETAIL VIEWS 1/06/22 UPDATE TITLE BLOCK KJW J �0 41038 LSTPL L� �a 8131122 SHEET TITLE EXISTING SITE SURVEY SEC 8, TWP 23 N, RNG 1 E, WM SHEET NUMBER SV3 CURB - N O � o TAX LOT z #082301-3-002-2002 CURB REES 7'f WIDE GRAVEL PATH — CLEARING W/ FIRE PIT OTREES PROPOSED 50' x 50' LEASE AREA U I I � OF ASPHALT DRIVEWAY CURB 4 ' TREES 0 CHURCH �ro I I PARENT PARCEL TAX LOT #082301-2-004-2002 �a.. •.: ;tt; I TELEPHONE PEDESTAL TREES ,i I CURB 4t TREES 0 C BRUSHLINE (TYP) SEE TREE DETAILS ON SHEETS SV2 & SV3 N88 '35'13"W LATITUDE/LONGITUDE POSITION PROPOSED TOWER LOCATION PAD MOUNTED TRANSFORMER SITE LOCATION SCALE: 1 "=100' 205.07' N87°0 TAX LOT J082301-3-002-2002 TAX LOT J082301-1-015-2001 CONTACT INFORMATION APPLICANT T-MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 GROUND OWNER CHRIST THE ROCK CHURCH PO BOX 1336 PORT ORCHARD, WA 98366 ARCHITECT/ INFINIGY ENGINEERING, PLLC ENGINEER 50 116TH AVE SE, SUITE 210 BELLEVUE, WA 98004 CONTACT: ZACHARY NESGODA ZNESGODAOINFINIGY.COM 920-860-5210 CIVIL ENGINEER/ DUNCANSON COMPANY, INC. SURVEYOR 145 SOUTHWEST 155TH STREET, #102 SEATTLE, WA 98166 CONTACT: HAROLD DUNCANSON HAROLDDODUNCANSONCO.COM 206-244-4141 SHEET INDEX C1 COVER SHEET AND NOTES C2 GRADING AND DRAINAGE PLAN C3 EROSION PREVENTION AND SEDIMENT CONTROL PLAN (EPSC) C4 DETAILS ANATCON S ✓UAN Q OKANAGAN c d SKAGIT FERRY - - - -- CLALLAY SNOHOMISH CNKLAN JKFFKRSON - DOUGLAS ,COL, SPOKANE KING +f GRAYS HARBOR -.j+ - KI77/TdS GRANT IDdMS r,v4zS98 lIB/77/A1V A PLIRCK _ tiG LSD FRANAIN 4 rdAue �' „q COIILITS 9�" BBNTON A '�i le 5 KLICATAT SW YARROW ST SITE VICINITY MAP - NOT TO SCALE - SITE ADDRESS 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 COUNTY KITSAP TAX LOT NUMBER 082301-2-004-2002 LATTITUDE 47°30'09.64" N (47.502677° N) LONGITUDE 122°42'25.85" W (122.707181- W) PROPERTY OWNERS CHRIST THE ROCK CHURCH ZONING CI TOTAL LOT AREA 653,463f S.F. (15.0 AC) DISTURBED AREA ±13,500 SF IMPERVIOUS AREA f4,850 SF CUT ±100 CY FILL f80 CY REFERENCE INFORMATION SITE PLAN PROVIDED BY INFINIGY, REVISION A, DATED 05/04/2023. GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO CITY OF PORT ORCHARD REQUIREMENTS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. LOCATION OF EXISTING UTILITIES MAY BE APPROXIMATE AND OTHER UTILITIES MAY EXIST. FIELD VERIFY. TERMINATE, CAP, EXTEND AND RECONNECT TO EXISTING UTILITIES IN ACCORDANCE WITH PROVIDER REQUIREMENTS. 3. ALL WORK SHALL CONFORM TO THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR THE PROJECT. Know what's below. Call before you dig. HORIZON ATOWER, LLC 1 0 DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE WA4702 PORT ORCHARD 4100 SW OLD CLIFfON RD PORT ORCHARD, WA 98367 KITSAP COUNTY THIS DRAWING WAS CREATED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED HEREON, AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION FROM SAID CLIENT. © 2022, DUNCANSON COMPANY, INC. FLD. CREW: PN/AH FLD. BOOK: 11 /09/21 DRAWN BY: DLS JOB #: 01792.2011 DATE: 7/24/23 REVISIONS DATE DESCRIPTION BY 7/25/23 ADD SEQUENCE NOTES DLS ■I�. DUB C OF W48 � 2.0 29647 SHEET TITLE COVER SHEET SEC 8, TWP 23 N, RNG 1 E, WM SHEET NUMBER C1 FILENAME: X:\PROJECTS\2001 PROJECTS\01792 CINGULAR\LDT 2000-2099\017922011 WA4702 PORT ORCHARD\017922011 C3D\017922011 MODEL.DWG PRINT DATE: Tuesday, July 25, 2023 2: 36: 52 PM; LAST SAVE BY: DANS; VERSION: AUTODESK CIVIL 3D 2021 . . . . . . . . . . . . . . . . . . . . . . . . . . . . SD CB TOP= 479.2 ASPHALT CONC CURB / co °�° ' • BRUSHLINE I TREES / ...... .. I / ) rZEES Q0. I Ar $ / N o� Sg 'q. / �9 47 : :':: • / 12' ASPHALT ACCESS / (3,530 SF) 7't WIDE GRAVEL PATH 3.517o. / 12 05g1 TREES TREES / 10' FLOWPATH co A ..::'.`I: I C4 1 � 00 1 1\ v3 473. R / FG 475.33 \....... 4 / \ FG 475.31 ::::. / FG 47-5�.39 / :.: FG 475.69 .. DIRT/WEEDS r, TREES I "' \ \ 7 4+00 114 SFG 475.94 \ - I FG 475.46 \ \ I FG 475.22 BRUSHLINE PROPOSED 50' X 50, \ 79 LEASE AREA DIRT/WEED. -� rn FG 475.32 TREES 4+60 FG 474.63 0 FG 474.69� N 473. b ^co PRESERVE/RESTORE FRENCH DRAIN AROUND / EX PARKING LOT PERIMETER TREES BUILDING SITE BENCHMARK/ I NAIL SET ELEV=470.2 o- -o . . �470� . . . -' j / ASPHALT. E E / BRUSHLINE i CO IIITREES Dirt i, B M \ C4 Q 20' FLOWPATH ' z EQUIPMENT COMPOUND (1,320 SF) ` TREES 474.94 SEE ARCHITECTURAL PLAN 0 FOR IMPROVEMENTS WITHIN EQUIPMENT COMPOUND. NOT ALL SHOWN THIS SHEET FOR CLARITY. LATITUDE/LONGITUDE POSITION PROPOSED TOWER LOCATION 20 GRAPHIC SCALE 10 20 40 (IN FEET) 1 inch = 20 ft. 1 inch =40 ft. (IIx17 SHEET) 80 Know what's below. Call before you dig. HORIZON ATOWER, LLC DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE WA4702 PORT ORCHARD 4100 SW OLD CLIFfON RD PORT ORCHARD, WA 98367 KITSAP COUNTY THIS DRAWING WAS CREATED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED HEREON, AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION FROM SAID CLIENT. © 2022, DUNCANSON COMPANY, INC. FLD. CREW: PN/AH FLD. BOOK: 11 /09/21 DRAWN BY: DLS JOB #: 01792.2011 DATE: 7/24/23 REVISIONS DATE DESCRIPTION BY 7/25/23 ADD SEQUENCE NOTES DLS ■��� DUB C of WAS � 2.0 29647 SHEET TITLE GRADING AND DRAINAGE PLAN SEC 8, -MP 23 IN, RING 1 E, WM SHEET NUMBER C2 FILENAME: X:\PROJECTS\2001 PROJECTS\01792 CINGULAR\LDT 2000-2099\017922011 WA4702 PORT ORCHARD\017922011 C3D\017922011 MODEL.DWG PRINT DATE: Tuesday, July 25, 2023 2: 36: 58 PM; LAST SAVE BY: DANS; VERSION: AUTODESK CIVIL 3D 2021 77. ' w ESC NOTES (EROSION & SEDIMENT CONTROL) CONSTRUCTION SEQUENCE 1 / 1. APPROVAL OF THIS ESC PLAN DOES NOT CONSTITUTE AN APPROVAL OF 1. FLAG/FENCE CLEARING LIMITS/VEGETATED BUFFER AND PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF INSTALL CONSTRUCTION ENTRANCE HYDROSEED OR SEED AND I ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, 2. INSTALL SILT FENCE 4 MULCH ALL DISTURBED AREAS. UTILITIES, ETC.). 3. GRADE TOWER SITE AND ACCESS DRIVEWAY AMEND SOILS PRIOR TO FINAL % 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, 4. CONSTRUCT TOWER IMPROVEMENTS AND OTHER UTILITIES C4 SEEDING/PLANTING. SEE 7't WIDE GRAVEL PATH MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES 5. INSTALL FINAL SURFACING LANDSCAPE PLAN FOR BUFFER IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL 6. SEED DISTURBED AREAS PLANTING �� 9 CONSTRUCTION IS COMPLETED AND APPROVED AND 7. REMOVE FENCE AFTER VEGETATION IS ESTABLISHED VEGETATION/LANDSCAPING IS ESTABLISHED. 8. CLEAN UP N TREES 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL / Ix BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING NOTE: ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES / I I THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED MAY BE REQUIRED DEPENDING ON ACTUAL SITE CONDITIONS, TREES I CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE WEATHER AND CONSTRUCTION SCHEDULING. THE CONTRACTOR MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM LEAVING THE o SILT FENCE CONSTRUCTION. SITE THROUGH EITHER SURFACE WATER FLOW, TRACKING ONTO co \ I C4 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN ROADS, DUST OR OTHERWISE. 1 CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN / SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN ' I , WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. MATERIAL ON -HAND \` \ 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS BE REQUIRED DEPENDING ON ACTUAL SITE CONDITIONS, �c NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT WEATHER AND CONSTRUCTION SCHEDULING. THE CONTRACTOR SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM LEAVING THE PROVIDE TEMP 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE SITE THROUGH EITHER SURFACE WATER FLOW, TRACKING ONTO ` \ SUMP FOR CONC APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE ROADS, DUST OR OTHERWISE. WASHOUT THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND THE CONTRACTOR SHALL STOCK APPROPRIATE MATERIAL ON MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS SITE TO BE USED FOR EROSION AND SEDIMENTATION CONTROL / 4 3, TREES FOLLOWING A MAJOR STORM EVENT. IN THE EVENT OF UNEXPECTED WEATHER OR CONDITIONS. THIS 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED MAY INCLUDE STRAW WATTLES, PLASTIC COVERING, SAND BAGS, / 3.5� TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS SILT FENCING AND THE LIKE. AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 473.5 _ 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE SWPPP NOTES: BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF / x I THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE 1. CONTRACTOR SHALL DEVELOP A SPILL PREVENTION PLAN THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE AND MAINTAIN APPROPRIATE SPILL RESPONSE SUPPLIES \ PROJECT. FOR ANY TOXIC OR HAZARDOUS LIQUIDS STORED OR USED TREES \ BRUSHLINE PROPOSED 50' X 50' _ LEASE AREA I DIRT/WEDS I \ IDIRT/WEEDS \ LO o \ x 41"74 4j8. 7 \ I x T �CPO �� rn TREES CP 79.1 \ LATITUDE/LONGITUDE \ 1K POSITION TREES PROPOSED TOWER LOCATION STOCK PILE, FIELD COORDINATE LOCATION IF NEEDED 20 o U w do 0 U C) W o4, W co 00 0 Q z GRAPHIC SCALE 0 10 20 40 (IN FEET) I inch = 20 ft. I inch = 40 ft. (I Ix17 SHEET) 80 ON SITE. 2. PROVIDE PLASTIC COVERING OR OTHER SUITABLE MEANS OF KEEPING RAINFALL AND RUNOFF OFF OF POTENTIALLY POLLUTING MATERIALS AND WASTES. 3. PROVIDE A 10'x25' CONSTRUCTION EQUIPMENT FUELING AREA (FIELD LOCATE), IF FUELING OCCURS ON SITE, 4. LIGHTING IS REQUIRED IF FUELING (PROVIDED BY SERVICE TRUCKS) OCCURS AT NIGHT. 5. DRIP PANS OR PLASTIC SHEETING IS REQUIRED WHEN EQUIPMENT MAINTENANCE IS PERFORMED ON SITE. 6. ANY DEWATERING DISCHARGE SHALL BE TO A SUITABLE LOCATION (SEDIMENT TRAP, VEGETATED AREA, FILTER BAG) IN ORDER TO MINIMIZE OFF -SITE SEDIMENT MIGRATION. Know what's below. Call before you dig. HORIZON TOWER, LLC DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP COUNTY THIS DRAWING WAS CREATED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED HEREON, AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION FROM SAID CLIENT. © 202Z DUNCANSON COMPANY, INC. FLD. CREW: PN/AH FLD. BOOK: 11 /09/21 DRAWN BY: DLS JOB #: 01792.2011 DATE: 7/24/23 REVISIONS DATE DESCRIPTION BY 7/25/23 ADD SEQUENCE NOTES DLS ■��� 1� DUB OF WA o 11 � 2.0 2964{;77 FSHEET TITLE EPSC SEC 8, TWP 23 N, RNG 1 E, WM SHEET NUMBER C3 FILENAME: X:\PROJECTS\2001 PROJECTS\01792 CINGULAR\LDT 2000-2099\017922011 WA4702 PORT ORCHARD\017922011 C3D\017922011 MODEL.DWG PRINT DATE: Tuesday, July 25, 2023 2: 37: 03 PM; LAST SAVE BY: DANS; VERSION: AUTODESK CIVIL 3D 2021 Figure II-3.1: Stabilized Construction Access cu roadsi Notes 1. the requirements of the permitting agency. 2. It is recommended that the access be crowned so that runoff drains off the pad. DEPARTMENT OF ECOLOGY State of Washington NOT TO SCALE Provide full width ofingress/egress area Stabilized Construction Access Revised June 2018 Please see http.1AAwwecy.wa.gov/copyrighthtmifor copyright notice including permissions, limitation of liability, and disclaimer. STABILIZED CONSTRUCTION ENTRANCE EX GRADE VARIES NOT TO SCALE Figure II-3.17: Block and Gravel Filter A Drain grate Plan View Concrete block Gravel backfill Overflow o water s won � I 7 Water r I Drop inlet Section A -A crete block Gravel backfill Wire screen or filter fabric Ponding height Notes: 1. Drop inlet sediment barriers are to be used for small, nearly level drainage areas. (less than 5%) 2. Excavate a basin of sufficient size adjacent to the drop inlet. 3. The top of the structure (ponding height) must be well below the ground elevation downslope to prevent runoff from bypassing the inlet. A temporary dike may be necessary on the downslope side of the structure. DEPARTMENT OF ECOLOGY State of Washington Block and Gravel Filter NOT TO SCALE Revised June 2016 Please see http.lAvwwecy.wa.gov/copyrrghthtml for copyright notice including permissions, limitation of liability, and disclaimer. INLET PROTECTION 20' ACCESS EASEMENT U) to Li w 12' ACCESS ROAD 2' FLOW TRANSITION AREA Q 2% SLOPE. EXTEND BASE COURSE I 2" COMPACTED 2 MAX DEPTH CSTC _1 t1% 6" COMPACTED CSBC 15 q MA 2 MAX,-7Y/, / (1) PROOF ROLL SUBGRADE TO IDENTIFY ANY SOFT AREAS. OVEREXCAVATE ANY SOFT OR YIELDING SUBGRADE AND REPLACE WITH CSBC. (2) PROVIDE MIRAFI 50OX OR EQUAL WOVEN GEOTEXTILE FABRIC OVER COMPACTED SUB —GRADE & UNDER ALL GRANULAR SURFACES. FABRIC UNDER ROAD SURFACE SECTION ONLY. ACCESS ROAD - SECTION VIEW SCALE: H.1 "=2'; V.1 "=1' NOT TO SCALE 10' DISPERSAL AREA HYDROSEED CUT & FILL SLOPES AND OTHER BARE SOILS DISTURBED BY CONSTRUCTION USE STOCKPILED NATIVE TOPSOIL FOR _ ANY FILL REQUIRED IN FLOW PATH AREA. WHERE NO FILL IS REQUIRED, MINIMIZE DISTURBANCE & RETAIN EXISTING TOPSOIL EX GR VAi Figure II-3.22: Silt Fence Joints in geotextile fabric shall be spliced at posts. Use staples, wire rings or equivalent to attach fabric to posts 2"x2" by 14 Ga. wire or equivalent, - if standard strength fabric used _i�x_I Minimum I I 6' max I I 4"x4" trench I � I Post spacing may be increased 2"x2" wood posts, steel to 8' if wire backing is used fence posts, or equivalent DEPARTMENT OF ECOLOGY State of Washington 2"x2" by 14 Ga. wire or equivalent, if standard strength fabric used Geotextile fabric Backfill trench with native soil or %4' - 1.5" washed gravel Minimum 4"x4" trench 2"x2" wood posts, steel fence posts, or equivalent 2' min Silt Fence NOT TO SCALE Revised July 2017 Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, limitation of liability, and disclaimer. SILT FENCE NOT TO SCALE TESC SEED MIX PROPORTIONS WEIGHT PURITY GERMINATION CHEWINGS OR RED FESCUE 40% 98% 90% (Festuca rubra var. commutata or Festuca rubra) ANNUAL OR PERENNIAL RYE 50% 98% 90% (Lolium multiflorum or Lolium perenne) REDTOP OR COLONIAL BENTGRASS 5% 92% 85% (Agrostis alba or Agrostis tenuis) WHITE DUTCH CLOVER 5% 98% 90% (Triolium repens) MAINTENANCE STANDARDS RESEED ANY SEEDED AREAS THAT FAIL TO ESTABLISH AT LEAST 80 PERCENT COVER (100 PERCENT COVER FOR AREAS THAT RECEIVE SHEET OR CONCENTRATED FLOWS). IF RESEEDING IS INEFFECTIVE, USE AN ALTERNATE METHOD SUCH AS SODDING, MULCHING, OR NETS/BLANKETS. IF WINTER WEATHER PREVENTS ADEQUATE GRASS GROWTH, THIS TIME LIMIT MAY BE RELAXED AT THE DISCRETION OF THE LOCAL AUTHORITY WHEN SENSITIVE AREAS WOULD OTHERWISE BE PROTECTED. • RESEED AND PROTECT BY MULCH ANY AREAS THAT EXPERIENCE EROSION AFTER ACHIEVING ADEQUATE COVER. RESEED AND PROTECT BY MULCH ANY ERODED AREA. • SUPPLY SEEDED AREAS WITH ADEQUATE MOISTURE, BUT DO NOT WATER TO THE EXTENT THAT IT CAUSES RUNOFF. APPLY SEED AT 120 LB/ACRE BY HYDROSEEDING WITH 1,500 LB/AC WOOD FIBER MULCH AND TACKIFIER. APPLY SLOW —RELEASE LOW —PHOSPHORUS FERTILIZER (3-1-2—N—P—K) AT A RATE OF 90 LBS PER ACRE. COMPACTED SUB —GRADE & UNDER ALL GRANULAR SURFACES. FABRIC UNDER ROAD SURFACE SECTION ONLY. EQUIPMENT COMPOUND - SECTION VIEW NOT TO SCALE TESC SEED M I X 2019 WSDOE TABLE II-3.4 DISPERSAL AREA =D CUT & FILL SLOPES =R BARE SOILS D BY CONSTRUCTION _ED NATIVE TOPSOIL FOR WIRED IN FLOW PATH AREA. WHERE NO FILL IS REQUIRED, MINIMIZE DISTURBANCE & RETAIN EXISTING TOPSOIL HORIZON TOWER, LLC DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP COUNTY THIS DRAWING WAS CREATED FOR THE EXCLUSIVE USE OF THE CLIENT NAMED HEREON, AND IS NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORRATION FROM SAID CLIENT. ©202Z DUNCANSON COMPANY, INC. FLD. CREW: PN/AH FLD. BOOK: 11 /09/21 DRAWN BY: DLS JOB #: 01792.2011 DATE: 7/24/23 REVISIONS DATE DESCRIPTION BY IDLS 7/25/23 ADD SEQUENCE NOTES ■ UB DWAS 296'j47����/ ESHEET TITLE DETAILS SECTWP 23 N, RNG 1 E, WM SHEET NUMBER C4 FILENAME: X:\PROJECTS\2001 PROJECTS\01792 CINGULAR\LDT 2000-2099\017922011 WA4702 PORT ORCHARD\017922011 C3D\017922011 MODEL.DWG PRINT DATE: Tuesday, July 25, 2023 2: 44: 04 PM; LAST SAVE BY: DANS; VERSION: AUTODESK CIVIL 3D 2021 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. TOP OF PROPOSED HORIZON TOWER MONOPOLE OL TOP OF PROPOSED HORIZON TOWER MONOPOLE ELEV. = ±195'-0" REF., ±196'-0" AGL ELEV. = ±195-0" REF., ±196'-0" AGLOL _ HORIZON TOP OF PROPOSED T-MOBILE PANEL ANTENNAS TOP OF PROPOSED T-MOBILE PANEL ANTENNAS = ±194'-0" REF., ±195'-0" AGL — = ±194'-0" REF., ±195'-0" AGL — rL OF PROPOSED T-MOBILE PANEL ANTENNAS rL OF PROPOSED T-MOBILE PANEL ANTENNAS TOWER — — — PROPOSED T-MOBILE PANEL ANTENNAS — — — PROPOSED T-MOBILE PANEL ANTENNAS ELEV. = ±190 -0 REF., ±191 -0 AGL WITH ASSOCIATED EQUIPMENT ELEV. = ±190 -0 REF., ±191 -0 AGL WITH ASSOCIATED EQUIPMENT MOUNTED TO MONOPOLE r7MOUNTED TO MONOPOLE OF FUTURE VERIZO_N PANEL ANTENNAS ELEV.= ±180'-0" REF., ±181'-0" AGL OF FUTURE CARRIER PANEL ANTENNAS ELEV = ±170'-0" REF., ±171'-0" AGL 0 OF FUTURE VERIZO_N PANEL ANTENNAS _ m ELEV = ±180'-0" REF., ±181'-0" AGL OF FUTURE CARRIER PANEL ANTENNAS _ o ELEV. = ±170'-0" REF., ±171'-0" AGL � OF FUTURE CARRIER PANEL ANTENNAS _ I � d L J I �OF FU+UROEOCA CARRIER AGLTENNAS _ ELEV = ±160'-0" REF., ±161'-0" AGL PROPOSED T-MOBILE CABLING ROUTED UP MONOPOLE PROPOSED HORIZON TOWER 195-0" MONOPOLE FUTURE CARRIER MICROWAVE ANTENNA MOUNTED TO MONOPOLE OF FUTURE CARRIER MICROWAVE ANTENNA ELEV = ±65'-0" REF., ±66'-0" AGL FUTURE CARRIER MICROWAVE 9- OF FUTURE CARRIER MICROWAVE ANTENNA ANTENNA MOUNTED TO MONOPOLE ELEV. = ±55'-0" REF., ±56'-0" AGL PROPOSED T-MOBILE EQUIPMENT AT GROUND - SEE SHEET A-2 PROPOSED CHAIN LINK FENCE AROUND PROPOSED HORIZON TOWER LEASE AREA BOTTOM OF TOWER STEEL TOP OF TOWER FOUNDATION NnTF- ALL HORIZON TOWER AND WIRELESS TENANT SHELTERS, CABINETS, ELECTRICAL BOXES, FIBER BOXES, AND/OR SENSITIVE EQUIPMENT SHALL BE RAISED AT LEAST ONE FOOT ABOVE THE FEMA DESIGNATED BASE FLOOD ELEVATION. NOTES: • THESE DRAWINGS ARE NOT INTENDED TO BE A VERIFICATION THAT THE STRUCTURE OR MOUNTS ARE ADEQUATE TO SUPPORT THE PROPOSED LOADING. VERIFICATION THAT THE EXISTING STRUCTURE AND MOUNTS CAN SUPPORT THE PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION. • CONTRACTOR TO REFER TO THE STRUCTURAL ANALYSIS AND MOUNT ASSESSMENT AND VERIFY LOADING WITH THE MOST RECENT RFDS PRIOR TO CONSTRUCTION. q- OF FUTURE CARRIER MICROWAVE ANTENNA ELEV. = ±65'-0" REF., ±66'-0" AGL 9- OF FUTURE CARRIER MICROWAVE ANTENNA ELEV. = ±55'-0" REF., ±56'-0" AGL BOTTOM OF TOWER STEEL ELEV. = 0'-0" REF., ±1'-0" AGL TOP OF TOWER FOUNDATION ELEV. = 0'-0" REF., ±0'-6" AGL GRADE ELEV. = 0'-0" AGL (±474.7' AMSL n, m PROPOSED T-MOBILE CABLING ROUTED UP MONOPOLE PROPOSED HORIZON TOWER 195-0" MONOPOLE FUTURE CARRIER MICROWAVE ANTENNA MOUNTED TO MONOPOLE FUTURE CARRIER MICROWAVE ANTENNA MOUNTED TO MONOPOLE PROPOSED T-MOBILE EQUIPMENT AT GROUND - SEE SHEET A-2 PROPOSED CHAIN LINK FENCE AROUND PROPOSED HORIZON TOWER LEASE AREA 2 � 22"x34" SCALE: 3/32" = 1'-0" I I 22"x34" SCALE: 3/32" = 1'-0" PROPOSED NORTH ELEVATION 11 "x17" SCALE: 3/64" = V-0" 8' 4' 0' 8' 1 PROPOSED WEST ELEVATION E VAT I O N 11 "x17" SCALE: 3/64" = V-0" 8' 4' 0' 8' T Mobil 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 INFINIGY9 BELLEVUE, WA 98004 T-MOBILE SITE: SE06168A SQUARE LAKE -ROCK CHURCH HORIZON HORIZON TOWER SITE: WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD PORT ORCHARD, WA 98367 KITSAP COUNTY 195'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN SHEET TITLE: WEST & NORTH ELEVATIONS SHEET NUMBER: REVISION: A-3 0 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. HORIZON TOWER T Mobil, 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 INFINIGY91 BELLEVUE, WA 98004 T-MOBILE SITE: SE06168A SQUARE LAKE -ROCK CHURCH HORIZON HORIZON TOWER SITE: WA4702 PORT ORCHARD 4100 SW OLD CLIFTON RD 6 NOT USED NOT TO 5 NOT USED NOT TO 4 NOT USED NOT TO PORT ORCHARD, WA98367 SCALE SCALE SCALE KITSAP COUNTY 195'-0" MONOPOLE 4'-0" MAX. TO EACH POST CONTRACTOR TO VERIFY OVERALL LENGTH REQUIRED TO 1-5/8" GALV. SQUARE P1000 ACCOMMODATE EQUIPMENT UNISTRUT RAIL (12 GA.) (TYP.) COORDINATE EXACT LOCATION IN FIELD PLAN VIEW 3" STD. STAINLESS STEEL OR GALV. PIPE W/ PIPE CAP (TYP) II II II II I I 1/2" U-BOLT (TYP.) � II II DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN EL II II II � II II II — II II II � II II II II I I I I 4jAER ! w Z I I I I I I �oF Asy,�c'�Q� +I 7/28 23 s� FINISH GRADE �ssjONALE�G` 9 I 1 I 9 I I I I I I I a l I Q I I a l I I I I I I I I I I I Z a I I I I I I I I I I I I J I I I I I 9 I 9 I 12" 0 PLAIN CONCRETE +I I I I I I I OR SAKRETE PIER a SHEET TITLE: ELEVATION END VIEW CONSTRUCTION DETAILS SHEET NUMBER: REVISIO0 N: A-4 3 NOT USED NOT TO NOT TONOT TO SCALE 2 NOT USED SCALE 1 H -FRAME DETAIL SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD FENCING NOTES GATE OR END POST. 10'-0" MAX. REFER TO NOTE 1. 3 STRANDS OF 1. GATE POST, CORNER, END, OR PULL POST: 4" STD. (4.5" O.D.) PIPE, 10.8 LBS/FT, PER ASTM-F1083. 4-POINT BARB WIRE HORIZON _ 2. LINE POST: 2-1/2" STD. (2.875" O.D.) PIPE, 5.8 LBS/FT, PER ASTM-F1083. (IF REQUIRED) w TOWER3. TOP RAIL AND BRACE RAIL: 2" STD. (2.375" O.D.) PIPE, 3.66 LBS/FT, PER ASTM-F1083. INSTALL BRACE AT ALL CORNER b LOCATIONS AND ADJACENT TO GATES. - TOP EDGE OF FABRIC � FASTENED AT 24" O.C. 4. GATE FRAME: 1-1/2" STD. (1.9" O.D.) PIPE, 2.72 LBS/FT, PER ASTM-F1083. GATE FRAME SHALL BE WELDED. _- 5. FABRIC SHALL BE TWO-INCH CHAIN LINK MESH NO. 9 GAUGE (0.148") WIRE. THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP SELVAGES. FABRIC SHALL CONFORM TO ASTM A-392 CLASS 1. 2" STD. PIPE TOP RAIL CORNER POST 6. TIE WIRE: MINIMUM 11 GAUGE GALVANIZED STEEL. PROVIDE A SINGLE WRAP OF FABRIC TIE AT POSTS, RAILS, AND AT TENSION WIRE BY HOG RINGS. MAXIMUM SPACING OF 24" O.C. � 7. TENSION WIRE: MINIMUM 7 GAUGE GALVANIZED STEEL. 2.5" STD. PIPE LINE POST STEEL STRETCHER BAR T 8. BARB WIRE: DOUBLE STRAND 12 GAUGE 1/2" O.D. TWISTED WIRE TO MATCH WITH FABRIC, 14 GAUGE 4PT. BARBS 1/4" X 3/4" MIN. SPACED ON APPROXIMATE 5" CENTERS. 1.5" STD. PIPE BRACE RAIL 9. BARB WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. - / 19807 NORTH CREEK PKWY N 0 BOTHELL, WA 98011 10. BARB WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH SET BOLT AND LOCK WIRE IN THE ARM. 9 GA. 2" CHAIN LINK FABRIC 11. PROVIDE (2) 6' WIDE SWING OUT GATES (UNLESS NOTED OTHERWISE) NO PERSONNEL GATES ARE REQUIRED (UNLESS AS DIRECTED BY THE CONSTRUCTION MANAGER). GATES SHALL BE ABLE TO LOCK. /\V/\ 12. GATE POSTS SHALL BE EXTENDED 12", INCLUDING DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARB WIRE. INFINIGY9 STRETCHER BAR 7 GA. BOTTOM WIRE 13. GATE FRAMES SHALL HAVE A FULL HEIGHT VERTICAL BRACE AND A FULL WIDTH HORIZONTAL BRACE, SECURED IN BANS AT 16" O.C. FASTENED AT 24" O.C. PLACE BY USE OF GATE BRACE CLAMPS. CRUSHED ROCK BASE 14. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 180' ATTACHMENT OR APPROVED EQUAL. KNUCKLED BOTTOM 15. GATE LATCH: 1-3/8" O.D. PLUNGER ROD WITH MUSHROOM TYPE CATCH. EDGE BELLEVUE WA 98004 16. A 6" BY 1/2" DIAMETER EYEBOLT, TO HOLD TENSION WIRE, SHALL BE PLACED AT LINE POSTS. ' ° ° 0 0 0 ° ° 0 ° ° ° ° ° ° ° ° ° ° ° 0 ° ° ° 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c Q 00000 0000 0 0 0 0 0 0 0 0 0 0 0 0000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 00000 0 0 0 0 0 0, 0 0 0 0 0 0 0 00000 0 0 0 0 0 0 4°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°�, 40°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0 1°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° T-MOBILE SITE: 17. STRETCHER BARS SHALL BE 3/16" OR HAVE EQUIVALENT CROSS -SECTIONAL AREA. 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000' ° ° ° ° 0 ° ° ° ° ° ° CONCRETE PIER ggg 000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0c� 0 0 0 0 0 0 0 0 0 0 000 l0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0°0°0°0°0°0°0°0°0°0°O°O°0°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°0°O°O°O°O°O°O° a['0)'?-000(-"'n'O' 0°p°°p°000000°°p°°°°°°°p°p°°° 18. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND BARB WIRE SUPPORTING ARM.°°°0°°°0°0°°°0°0°0°0°0°0°0°0°0°°°0°0°0°0°°°0°0°0°0°0°0°0°0°0°°°°°°°°°o°°°°°°°o°o°°°°°°°o°o o°°°o°°°°°°°°°°°° °°°°°°°°°°°°°°` S E06168A aa°o°o°o°o°o°o°o°o°o°o°o°o°o°0°0°000°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0000000000000000000000o a 0000000000000000 0 0 ° ° ° 0 UNDISTURBED EARTH OR o°o°o°0°0°000000000000000000000000000000000000000000°°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0° 000000000000000000000000000000 0' °°°°°°°°°°°°°°o°°°°°°°°°o°o°°°°°°°°°o°°°°°°°°°0°0°°°°°°°000°°°°°°°000°°°°°°°°°o°°°°°°°°°°°°°°°°°°°°°° COMPACTED BACKFILL 19. ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE. ° '� I0000000000000000000000000000°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° SQUARE LAKE -ROCK CHURCH - no 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c 4 0000000000000000000000000000000°0000000000000000000000000000000000000000000000000000000000( a °0°00°°0°00000°00°0°0°0°0°°00 000, a a°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o' a o°o°o°o0o°o°o°oO0°0°0°0°0°0°0°0°0 20. OTHER HARDWARE MAY INCLUDE BUT NOT BE LIMITED TO TIE CLIPS, BAND CLIPS, AND TENSION BAND CLIPS. '° ° 'o o°°°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°°°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0"0°° ,O o o_�0 0 0�0_0-0_ M �_°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° -I HORIZON 21. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24" DIAMETERS COIL, BARBED TAPE, STAINLESS STEEL, I� CYCLONE FENCE MODEL G8P TO TYPE III SHALL BE FURNISHED. IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF (6) BARB WIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST. I d < I HORIZON TOWER SITE: 22. UNLESS NOTED OTHERWISE, ALL CHAIN LINK FENCING COMPONENTS MUST BE HOT DIPPED GALVANIZED. WA4702 a 23. CRUSHED ROCK BASE SHALL CONSIST OF EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 100% n PORT ORCHARD PASSING THROUGH 1-1/2" SIEVE AND NOT MORE THAN 5% PASSING THROUGH #4 SIEVE. L J L J 1'-6" DIA. 4100 SW OLD CLIFTON RD 4 FENCING NOTES NOT TO 3 FENCE NOT TO PORT ORCHARD, WA 98367 SCALE SCALE KITSAP COUNTY WIDTH AS NOTED WIDTH AS NOTED 195'-0" MONOPOLE ON PLANS ON PLANS �� 0 GATE OR END POST. REFER TO NOTE 1. ACAUTION GATE LATCH RF WARNING SIGNAGE BRACE RAIL DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN 0 <D 4" STD. PIPE GATE POST �QoiER / Wq CONCRETE PIER �`' of WASy�� 7/28 23 CRUSHED ROCK BASE "d� 40190 1C14 FCISTIV �SS�ONAL UNDISTURBED EARTH OR �a COMPACTED BACKFILL CONCRETE PIER - SHEET TITLE: FENCE DETAILS L J L J SHEET NUMBER: REVISION: V-6" 001 V-6" DIA. DIA. A-5 0 2 NOT USED OALO 1 DOUBLE SWING GATE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD GROUNDING SYMBOLS HORIZON — GROUND BAR TOWER ® GROUND ROD WITH ACCESS CHEMICAL GROUND ROD GROUND ROD ® CADWELD TYPE CONNECTION T Mob]]' ® COMPRESSION TYPE CONNECTION 19807 NORTH CREEK PKWY N GROUNDING WIRE BOTHELL, WA 98011 TYPICAL: #6 AWG FROM EQUIPMENT TO GROUND BAR; #2 FROM GROUND BAR TO GROUND RING, FROM METER TO GROUND RING, AND FOR GROUND RING. FIN FIN IGY91 El BELLEVUE, WA 98004 T-MOBILE SITE: — — — — — — — —or llh�— — — — — SE06168A SQUARE LAKE -ROCK CHURCH HORIZON ISOLATED GROUND I NOT TO HORIZON TOWER SITE: ROD FOR METER I 3 NOT USE D SCALE WA4702 X GENERAL GROUNDING NOTES: PORT ORCHARD I I I I I I 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: 4100 SW OLD CLIFTON RD - #2/0 BARE TINNED SOLID COPPER CONDUCTOR: CADWELD TO RODS OR GROUND RING PORT ORCHARD, WA 98367 - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. KITSAP COUNTY ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 2. ALL GROUNDING CABLES IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4" PVC CONDUITS. SEAL AROUND CONDUITS THROUGH WALLS. NO METALLIC 195-0" MONOPOLE CONDUITS SHALL BE USED FOR GROUNDING CONDUCTORS. x I I 3. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. -- I 4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NO GREATER THAN 90 DEGREES. 5. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL - I I INSPECT THE GROUNDING SYSTEM. I I 6. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF THE TOWER PRIOR TO THE COAX BEND. BONDING IS SHOWN ON THE ICE BRIDGE DUE TO DIFFICULTY WITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBE o ON ICE BRIDGE IF MOUNTING TO TOWER LEG IS POSSIBLE. — — — — — — •. °� — � 7. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. zmm \ ozmm DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN Xl ° ANTENNA ANTENNA ANTENNA AS ASSOCIATED ASSOCIATED ASSOCIATED y _ ANTENNA ANTENNA ANTENNA EQUIPMENT MAST EQUIPMENT MAST EQUIPMENT MAST 7/28 23 (I.E. RRH/TMA) (I.E. RRH/TMA) (I.E. RRH/TMA) ° crs1�¢ �`SSIOIsALE�G` #6 AWG (TYP.) T #6 AWG (TYP.) XI Ix I I x GND BAR GND BAR GND BAR I (CIGBE) (CIGBE) (CIGBE) I NEAR NEAR NEAR — — — — — — — — I ANTENNAS ANTENNAS ANTENNAS eSHEET TITLE: SCHEMATIC GROUNDING INSULATED GROUND (TYP.) PLANS & NOTES GND BAR AT RAD CENTER SHEET NUMBER: REVISION: (CIGBE) WITHOUT INSULATORS G-1 o 2 EQUIPMENT GROUNDING PLAN 22"x34"SCALE: 1/4"=V-0" ANTENNA SCHEMATIC GROUNDING SYSTEM & NOTES NOT TO 11"x17" SCALE: 1/8" = V-0" 4' 3' 2' 1' 0' 4' SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD NOTE: #6 AWG FROM ANTENNA GROUND BARS AT BOTTOM OF CABLE GROUND KIT TOWERS/MONOPOLES SHALL 3/4" CRUSHED STONE, 18" DIAMETER PRECAST WELL EXISTING GRADE ONLY USE EXOTHERMIC WELDS. HORIZON FILL TEST WELL TO WITH SELF SEALING STEEL WITHIN 2" OF TOP. LID. SUBMIT SHOP DRAWINGS TOWER FOR APPROVAL ~ 0 Lu z GROUND BAR ON 1 4 EXISTING GRADE w o = WALL, ICE BRIDGE, _ = 0 oC-) CADWELD CONCRETE, OR ON 3 ANTENNA TOWER TEST LOOP - #2 SOLID 2 � o TINNED WIRE co 0C:) L0 GROUND #2 AWG BCW RING GROUND #2 AWG O O mo �z*- ---\ SOLID, TINNED BCW SOLID, TINNED ■ ■TOWARD SHORTEST 0 0 0 O IUD UO BOTHELL, WA 98011 PATH TO TOWER 19807 NORTH CREEK PKWY N GROUNDING SYSTEM CAD WELD � O'' 10 MAIN CONDUCTOR, COPPER CABLE NOTE: GROUND ROD "t t TOTAL OF 2 WELLS PER SITE COPPER CLAD STEEL - VERIFY LOCATION WITH 5/8" Ox10'-0" LONG *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE O 5/8 x10 COPPER CLAD STEEL GROUND ROD PROJECT MANAGER. GROUND ROD USED WITH #2 AWG BCW TO BUILDING SERVICE COPPER CLAD STEEL GROUND OR GROUND RING INFINIGY9 03 CADWELD TYPE "TA" 5/8" Ox10'-0" LONG GROUND CONDUCTOR SHALL BE ELIMINATED O CADWELD TYPE "GT" SPACED 20'-0" APART WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE BELLEVUE, WA 98004 12 GROUND RING BONDING NOT TO 11 TEST WELL NOT TO 10 GROUND ROD NOT TO 9 GROUND WIRE INSTALLATION NOT TO SCALE SCALE SCALE SCALE T-MOBILE SITE: 1.) COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO. SE061 68A CAT. NO. B-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH SQUARE LAKE -ROCK CHURCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE YWILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) HORIZON FINISHED GRADE OR PAVING. ' F #2 AWG BCW (TYP.) 2.) 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. MATCH SLOPE AND THICKNESS CAT. NO. 3015-8 OR APPROVED EQUAL OF EXISTING CONDITIONS 3.) WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. HORIZON TOWER SITE: WEED BARRIER CAT NO. A-6056 OR APPROVED EQUAL WA4702 4.) 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. BACKFILL (SAND OR NATIVE SOIL) POST CAT NO. 3012-1 OR APPROVED EQUAL PORT ORCHARD PER ASTM STANDARDS CADWELD (TYP.) 4 O RING GROUND #2 3 4100 SW OLD CLIFTON RD n _ AWG SOLID BCW SEE NOTES PORT ORCHARD, WA 98367 p w z � UNDISTURBED SOIL O 7/16" 3/4 ° 0 ° KITSAP COUNTY w #2 AWG SOLID BCW CADWELD (TYP.) ° 0 0 m 0 o - CABLE TO CABLE CADWELD O� 2" 0 = 0 � II jo ° 0 °0 ry GROUND RING NOTES: 0 ° 0 0 ° 195'-0" MONOPOLE VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER OF 0 THE FENCE. AT A MINIMUM, ONE VERTICAL POST SHALL BE BONDED TO \ 0 0 0 0 2 ,, 0 1 THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. EACH 0 0 VERTICAL POST ADJACENT TO A GATE SHALL BE BONDED TO THE RING. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE 1" COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END GROUND RING I NOTES: DESIGNED FOR EXOTHERMIC WELDING. I GROUND BAR AT ANTENNA LEVEL TO BE BONDED DIRECTLY TO TOWER GATE JUMPER SHALL BE INSTALLED 12" ABOVE FINISHED GRADE AND STRUCTURE; NO INSULATORS USED. GROUND BAR AT BASE OF TOWER SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN _ _ _ _ _ _ _ STRUCTURE TO BE ATTACHED WITH INSULATORS. CONNECTION TO TOWER GATE IS FULLY OPEN IN EITHER DIRECTION. STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 8 GROUND RING TRENCH NOT TO 7 FENCE & GATE GROUNDING NOT O 6 SUPPORT POST GROUNDING OgLO SCALE 5 TYPICAL GROUND BAROTO SCALE SAL tq i 7�0 TYPE TA TYPE VN TYPE NC TYPE SS TYPE VV O TYPE VS TYPE VB TYPE PT 0 0 TYPE GT TYPE GY TYPE GR TYPE GL TO ANTENNAS NOTES: N (TYPICALLY) N g 1. DO NOT INSTALL CABLE ANTENNA CABLE 12" TO 24" MONOPOLE GROUND KIT AT A BEND 11 DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN AND ALWAYS DIRECT 120 MAX. RF CABLE TO ANTENNA RX2 TX1/RX1 GROUND WIRE DOWN TO — — ANTENNA GROUND BAR. STANDARD ANTENNA GROUND BAR 4KER / RF JUMPER WEATHERPROOFING KIT GROUND KIT (TYP) WITHOUT INSULATORS, AS F y� (TYP) 2. WEATHERPROOFING (SEE NOTE 3) -0 BONDED DIRECTLY TO THE SHALL BE TWO-PART MONOPOLE AT RAD CENTER - TAPE KIT. COLD SHRINK CONNECTOR CABLE GROUND KIT CABLE #6 AWG (PROVIDED 7/28 23 SHALL NOT BE USED.CONNECTOR WEATHERPROOFING WITH GROUND KIT TYP) ANTENNA GROUND BAR ,�aoi9o� � cIs,�R ssjONALE� KIT (TYP) SEE NOTE 2 #6 AWG STRANDED COPPER WITH INSULATORS, AT WEATHERPROOFING GROUND WIRE (GROUNDED TO RF CABLE (TYP BOTTOM OF MONOPOLE KIT (TYP) GROUND BAR). SEE NOTES 1 & 2 FOR ALL) EXOTHERMIC WELD GROUND KIT (TYP) RF CABLE TO ANTENNA CABLE TO EQUIPMENT (TYP) NOTES: EQUIPMENT AREA VIA MONOPOLE #6 AWG TRAY OR ICE BRIDGE FOUNDATION 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND SHEET TITLE: ANTENNA GROUND BAR, ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.' WITHOUT INSULATORS. BONDED DIRECTLY TO 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS GROUND RING / GROUNDING MONOPOLE OR TOWER SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. #2 AWG BCW SOLID DETAILS TINN D TYPICAL AT ANTENNA LEVEL. - - - - - - - - ( ) 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. SHEET NUMBER: REVISION: TO GROUND RING G-2 0 4 EXOTHERMIC CONNECTIONS OALO 3 CABLE GROUND CONNECTIONS OALE° 2 CABLE GROUND KIT OALE° 1 RF CABLE GROUND NO THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD WALL MOUNTED CONTROLLER. PROVIDE LOCKING ENCLOSURE. ! HORIZON LOCATE PER PLAN IRRIGATION LEGEND /F WALL SURFACE TOWER J-Box © RAINBIRD ESP-SMT SMART CONTROLLER i STEEL CONDUIT 120V POWER AND GROUND SOURCE. RAINBIRD ET SENSOR WITH RAIN CLIK COORDINATE WITH ELECTRICAL CONTRACTOR INISH GRADE . WATER METER "'=1TI=1T=1i1=11 Ti IITII�III„�II1-II- Z� PQC POINT OF CONNECTION ;III���III�� II�III .• � ONTROL VALVE WIRES AND SENSOR WIRE FEED © DOUBLE CHECK VALVE ASSEMBLY Mobilff VC SCH 40 ELL SWEEP FOR ELECTRICAL CONDUIT mTm OMPACT SOIL AROUND CONTROLLER CONDUIT TO SAME DENSITY SHUT-OFF VALVE AS UNDISTURBED ADJACENT SOIL ACCESS RD. NOTES: O SEE CIVIL PLANS 19807 NORTH CREEK PKWY N QUICK COUPLING VALVE (RAINBIRD or APPROVED EQUAL) 1. INSTALL WIRING PER LOCAL CODE AND MFG. RECOMMENDATIONS BOTHELL, WA 98011 2. PROVIDE LIGHTNING PROTECTION AND GROUNDING FOR CONTROLLER DRAIN VALVE P.O.C. IS DIAGRAMMATIC CONTRACTOR 3. PROVIDE LOCK FOR CONTROLLER ENCLOSURE TO COORDINATE WITH SITE ENGINEER 4. PLACE WEATHERPROOF COPY OF CONTROLLER SCHEDULE INSIDE AND PROPERTY OWNER TO LOCATE ENCLOSURE GATE VALVE 5. ALLOW 3 FT. CLEARANCE IN FRONT OF CONTROLLER ENCLOSURE DOOR FOR CONNECTION FOR IRRIGATION SYSTEM O ACCESS RAINBIRD PESB-PRS-D 1-inch, REMOTE CONTROL VALVE 6. PROVIDE WATERPROOF SEALANT FOR ALL CONTROLLER OPENINGS — — — — — — — — — — — — — — — — — — — — ,� CONTROLLER, WALL MOUNT =_____= 3" CLASS 200 PVC SLEEVE INFIN Y SCALE: NTS 1 ■ ■ ■ ■ ■ ■ ■ 1 1-1/2" SCHEDULE 40 MAIN LINE CLASS 200 PVC LATERAL LINE - SIZE PER SIZING CHART I POC PROVIDE SLEEVING 17" X 30" X 24" PENTEK POLYMER CONCRETE I PER IRRIGATION I BELLEVUE, WA 98004 FLUSH MOUNT PULL BOX CATALOG NO: AUPHA173024S 1L STATION NUMBER LEGEND THIS EBCO MODEL 850 1"DOUBLE CHECK VALVE � � � k SHEET. INISH GRADE 36 1.5" VALVE SIZE T-MOBILE SITE: -------- ---------------- ------------------ RESS. TREATED 2X EXT.BOX GALV. NAILS GPM I—X��— iF ---�C — — X— iF —��—X —� I TEE W/ 1" LAT. TO QUICK COUPLER S E061 68A a SPRAY HEAD LEGEND I I SQUARE LAKE -ROCK CHURCH . ALL SPRAYHEADS TO BE INSERTED ONTO RAINBIRD 1806 POPUPS ® '� HORIZON MODEL # DESCRIPTION OPTIMAL OPERATING CONTRACTOR TO COORDINATE EDUCING VALVE (IF REQUIRED) PRESSURE © LOCATION OF IRRIGATION IG ATE VALVE 90 RAINBIRD 10 SERIES MPR 30 PSI .I. PIPE RISER FROM METER MI'N 6" I CONTROLLER WITH ARCHITECT I HORIZON TOWER SITE: ' MIN � 120 I I I AND SITE ENGINEER I 6" MIN d F;i e 180 x I 1 L I X WA4702 0360 I I PORT ORCHARD FEBCO MODEL 850 NOTE: ALL COMPONENTS SPECIFIED HERE ARE ONLY x PIT INSTALLATION SUGGESTED COMPONENTS AND MAY BE REPLACED WITH AN DOUBLE CHECK ASSEMBLY APPROVED SUBSTITUTION. I 19 3/4" I 4100 SW OLD CLI FTON RD PORT ORCHARD, WA 98367 D�Y��LE CHECK VALVE ASSEMBLY I I KITSAP COUNTY 2 IRRIGATION NOTES 1. LOCATE CONTROLLER IN APPROXIMATE LOCATION SHOWN. VERIFY I I 195'-0" MONOPOLE 11" X 17" VALVE BOX, AUTOMATIC CONTROL VALVE WITH PROJECT ENGINEER. WALL MOUNT CONTROLLER AT EYE INSTALL FLUSH w/ FINISH GRADE. ONTROL WIRE & SPARES LEVEL. PROVIDE SEPARATE 15 AMP CIRCUIT AND 120 V.A.C. POWER w/2 I.I. COILED IN BOX TO CONTROLLER. PROVIDE 1 CONDUIT FROM CONTROLLER TO :. ° o •• FINISH GRA NEAREST PLANTING AREA AS SHOWN. EXTEND 24" INTO PLANTING . AREA, 18" BELOW GRADE, CAP AND FLAG. ° o •: '=III=III= -IIIi' 2. LOCATION OF IRRIGATION MAINLINE AND SLEEVING ARE SCHEMATIC I III -I III I I f-1 I I i' 1, illl j II- ONLY, AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS PVC BUSHY G--\ SHOWN. MAKE MINOR CHANGES TO COORDINATE WITH ACTUAL MAINLI \i FLOW--' AS -BUILT CONDITIONS AND DIMENSIONS. 3. REFER TO IRRIGATION MANUFACTURER'S INSTALLATION * >r - INSTRUCTIONS FOR ADDITIONAL INSTALLATION INFORMATION. CONTROL WIRES AND UPPORTALVE BOX WITH REFER TO CIVIL DRAWINGS FOR POINT OF CONNECTION. SPARE,TAPE TO (4) BRICKS-TYP. 4. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, BOTTOM OF VC UNION MINIMUM OVERSPRAY AND NO FOGGING. SET ALL HEADS BACK TELECOMMUNICATIONS MAINLINE -TYP. IN. 4" PVC SCH. FROM CURBS, PAVING AND WALLS. PVC S X TH A I FACILITY MIO. 80 NIPPLES 5. CONTRACTOR TO COORDINATE WITH SITE ENGINEER AND x INSTALL 3" DEPTH MIN. MIP. (BOTH ENDS of VALVE) PROPERTY OWNER TO LOCATE IRRIGATION POINT OF CONNECTION. DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN 1 08/14/23 ZLN 100% CONSTRUCTION ZLN OF 3/4 DRAIN ROCK IN USH DOWN TO VALVE BOTTOM OF VALVE BOX. SIZE AT VALVE ONLY X NOTE: PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. REMa�TE CONTROL VALVE INISH SHRUB BED GRADE I 3 SCALE: SPRAY HEADS OF W A SN INISH LAWN GRADE * ��, SAL/S INISH GRADE Q 10 eG� Cj, COUPLER SCHEDULE 40 P.V.C. STREET ELLS Z " ROUND PLASTIC VALVE BOX - LEXIBLE'FUNNY' PIPE (Length as Required) _x X — X �F — ��X �F 11=1II=1I1=111-111I = ( 9 q ) r 5 REBAR, 30" LONG W/ 2 CLAMPS � ) =111=III=1I1=1I1= I1'� I1� i i ' -I i1 II -III -III -III III=III- -III-III- O o� V \\ \\ \\ \\ \ ARLEX STREET ELLS �III=III=III= II-1 -III=111 1 SCHEDULE 40 P.V.C. STREET ELLS 11=111=111=11 SCH. 80 PVC RISER-I11=111-III:= _=1I1=111=1II =-I IIIIlaIIIIIIIIIIII IIIIIII1111-11 11=111111I ATERAL PIPE CLASS 200 SCH. 80 PVC TEE OR ELBOW II-III=1 III III=III=III-III=Iir P.V.C. -III=III- -III=III=III=III-II' i 1=11i-11i- Ti=Ti=11i-1 i 1-II' ARLEX STREET ELL J11=III-III- 11=III-III-I" II -III- -III-III. NOTES: A. SET VALVE BOX PARALLEL W/ GRADE B. SEAL THREAD JOINTS WITH TEFLON C. DO NOT REST VALVE BOX ON MAIN LINE — — — — — — — — — — — — — — — — — — — ` —10' LANDSCAPE BUFFER SEE 4 QUICK COUPLER 5)�S M UP SPRAY SPRINKLER LANDSCAPE NOTES SHEET TITLE: Sc NTS TS IRRIGATION PLAN & DETAILS SHEET NUMBER: REVISIL-0 1 ON: 2 LANDSCAPE DETAILS OALO 1 IRRIGATION PLAN SOTTO THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD HORIZON TOWER PLANT NOTES PLANT LEGEND TREES NAME QTY. SIZE TYPE 1. ALL LANDSCAPE MATERIALS SHALL MEET OR EXCEED CURRENT INDUSTRY STANDARDS FOR NURSERY STOCK BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 2. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED ACCORDING TO BEST CALOCEDRUS DECURRENS 10 6'-7' HT. B&B 10'-0" 15'-0" 35'-0" 10'-0" INDUSTRY STANDARDS. Incense Cedar 3. PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH PORT ORCHARD DEVELOPMENT CODE TITLE 20, SECTIONS 70.150, 128.050, AND 128.060. Pm+ 4QUERCUS ROBUR X ALBA 'JFS-KW1 QX' 4 bi ff 3. THE APPLICANT SHALL REPLACE ANY UNHEALTHY OR DEAD PLANT MATERIALS IN 2" CAL. B&B CONFORMANCE WITH THE APPROVED LANDSCAPING DEVELOPMENT PROPOSAL AND Streetspire Oak SHALL MAINTAIN ALL LANDSCAPE MATERIALS FOR THE LIFE OF THE FACILITY. IN THE L' 19807 NORTH CREEK PKWY N EVENT THAT LANDSCAPING IS NOT MAINTAINED AT THE REQUIRED LEVEL, THE BNORTH , E K PK COMMUNITY DEVELOPMENT DIRECTOR, AFTER GIVING 30 DAYS' ADVANCE WRITTEN 011 M0 I NOTICE, MAY MAINTAIN OR ESTABLISH THE LANDSCAPING AT THE EXPENSE OF THE OWNER OR OPERATOR AND BILL THE OWNER OR OPERATOR FOR SUCH COSTS UNTIL + SUCH COSTS ARE PAID IN FULL. (ORD. 014-22 § 2). 4. Maintenance Responsibility. The owners of the property and their agents, heirs, or assigns SHRUBS AND GROUNDCOVER LV� INFINIGY91 shall be responsible for the installation, preservation, and maintenance of all planting and physical + + features (installed or vegetated natural areas) required under this chapter. Damage to these areas shall result in the revegetation requirements or fines per Chapters 2.64 and 20.02 POMC. V a. Inspections after Second and Fifth Year. The director shall inspect the site two and five X X — iF �� years after the issuance of a permanent certificate of occupancy in order to ensure + Tall Oregon AQUIFOLIUM 43 7 GAL. CONTAINER compliance with the approved landscape Ian and to ensure that the landscaping is properly Tall Oregon Grape + P pP p p p 9 p p Y � + maintained. Failure to maintain required landscape areas on a permanent basis may result T in fines according to Chapters 2.64 and 20.02 POMC. BELLEVUE, WA 98004 b. Maintenance Responsibility, Replacement of Damaged Vegetation, and Associated Fines. + PHYSOCARPUS OPULIFOLIUS 'SMNPMS' 1 5 GAL. CONTAINER Summer Wine® Ninebark Black + + c. The owners of the property and their agents, heirs, or assigns must be responsible for maintaining all required landscaping and screening areas in a healthy, growing condition. T-MOBILE SITE NATIVE GROUNDCOVER SHADE MIX -1,317 s.f. 1 GAL CONTAINER S E06168A d. All landscaping and screening areas must be maintained reasonably free of weeds and 147 Mahonia repens, 49 Sword Fern, 98 Gaultheria procumbens and 49 Gaultheria trash, must be treated for pest/diseases in accordance with the approved landscape plan, shallon randomly spaced at 24" O.C. and must be maintained so as to prevent mulch, straw, dirt, or other materials from washing + + SQUARE LAKE -ROCK CHURCH onto streets, sidewalks, and adjoining properties. 10 A A C 0 e. Limbing up trees and "topping" or shearing off trees is prohibited, unless required for public x HORIZON safety reasons approved by the director. f. The property owner shall take actions to protect trees and landscaping from unnecessary TYPE A BUFFER CALCS + + damage during all facility and site maintenance operations. 1 HORIZON TOWER SITE: 10' WIDE TYPE A BUFFER g. Any dead,unhealthy, or missing vegetation, or vegetation disfigured by severe or excessive 1. TREE DIVERSITY REQUIREMENTS MORE THAN 50% SHALL BE I WA4702 pruning, unusual weather occurrence or natural catastrophe, or other natural occurrence such as damage by wild or domestic animals, must be replaced with equivalent vegetation EVERGREEN: 14 PROPOSED. 10 OF THEM ARE EVERGREEN = 71 % + * +z PORT ORCHARD that conforms to the plant materials and installation standards in POMC 20.128.050, other EVERGREEN applicable standards of this title, and the approved site plan. 2. ONE LARGE TREE FOR EVERY 30LF. 165LF OF TYPE A BUFFER. 6 h. The owner shall have one growing season to replace or replant after receiving notice from TREES REQUIRED, 14 PROPOSED 1 4100 SW OLD CLIFTON RD the director. The director shall consider the type and location of the required vegetation area + o c + 3. 1 SHRUB FOR EVERY 4LF = 42 REQUIRED 43 PROPOSED in making a determination on the extent of replanting requirements. ° o o PORT ORCHARD, WA 98367 4. GROUND COVER PROVIDED IN ALL OTHER AREAS OF TYPE A ° x i. Failure to maintain all plantings in accordance with this section shall constitute a violation of BUFFER TO HAVE FULL COVERAGE WITHIN 3 YEARS. X ° ° K ITSAP COUNTY the Port Orchard Municipal Code and may result in fines in accordance with Chapter 20.02 195-0" MONOPOLE + + + + DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/OC A 05/04/23 TJB PRELIMINARY REVIEW ZN 0 07/26/23 TJB 100% CONSTRUCTION ZLN 1 08/14/23 ZLN 100% CONSTRUCTION ZLN TREE TIES STRAP TYPE "GRO—STRAIGHT" �00 ++ 2 — 2" X 2" X 8' P.T.D.F. STAKE, CONSTRUCTION GRADE _X �� X X — _X7)( �� — ��X X�OPEN BURLAP ABOUT TRUNK. REMOVE BURLAP FROM TOP FOLD BACK AND UNDER. + + + + + ++ + + + + + + OF W A Shy Y3 OF ROOTBALL 2+ SAL/,3 C� " DEEP RAINWATER COLLECTION 2" DEEP RAINWATER COLLECTION BASIN. THOROUGHLY WATER IN. J - - �O BASIN MULCH TO GRADE. MULCH TO GRADE. 2" BARK MULCH WHERE SPECIFIED 3" BARK MULCH WHERE SPECIFIED :: EXISTING SOIL ~ PREPARED PLANTING SOIL III —I III—I�~ �o o� V =III=I1' III=III= EXISTING SOIL =Illl _ — III=` PREPARED PLANTING SOIL— 'LO �_j6 3I26�`L`,`�l/\cL"� � \^ COMPACTED PLANTING SOIL '4 PE ARGO`b DRIVE STAKES A MINIMUM TWO TIMES OF 12" OF RESISTANCE. ROOTBALL SIZE TWO TIMES ROOTBALL SIZE 10'-0" 50'-0" 10'-0" 00, SHRUB PLANT NG DETA L 2 EVERGREEN TREE PLANT NG — N TS — N TS SHEET TITLE: LANDSCAPING PLAN & DETAILS SHEET NUMBER: REVISION: 2 LANDSCAPE DETAILS SCALE OTTO 1 CALE LANDSCAPE PLAN SOTTO THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD