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HomeMy WebLinkAbout850 Ediz Hook Rd. 850 Ediz Hook Rd. CUP 14-02 EDIZ HOOK AWS wireless CONSTRUCTION DRAWINGSvOrIZ&nwireless 1 -1 PROJECT DATA PROJECT CONTACTS DRAWING INDEX SITE ADDRESS: 850 EDIZ HOOK RD. GOVERNING CODES APPLICANT SHEET DESCRIPTION PORT ANGELES,WA 98362 VERIZON WIRELESS CASCADIA PM IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 3245 158TH AVE MS 231 T1.0 TITLE SHEET LATITUDE: 48-08-30.33 N BELLEVUE,WA 98008 T20 GENERAL NOTES 3322 SOUTH BAY ROAD NE . LONGITUDE: 123-26-07.67 W NEC-2008,NATIONAL ELECTRICAL CODE OLYMPIA,WA 98506 SOURCE: VZW SMR PROPERTY OWNER A1.0 OVERALL SITE PLAN PH:360.438.8002 DATUM: NAD 83 A.DA COMPLIANCE CITY OF PORT ANGELES INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. PO BOX 1150 A2.0 ELEVATION JURISDICTION: CLALLAM COUNTY HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PORT ANGELES,WA 98362 A3.0 ENLARGED ANTENNA PLANS APN: 0630000004005004 ZONING CLASSIFICATION: P PBP STRUCTURE OWNER VERIZON WIRELESS DRAWING LEGEND GROUND ELEVATION: 10'AMSL 3245 1581HHAVEAMS 231 �t i T A D� ARE TOP OF(E)SHELTER ROOF: 10'AGL BELLEVUE,WA 98008 MC SQUARED xco aroaw-ca n OCCUPANCY GROUP: U PRINCIPAL ENGINEER. --- --- SUBJECT PROPERTY LINE CONSTRUCTION TYPE: II-B NETWORK CONSTRUCTION ----- - - --- - - - - ADJACENT PROPERTY LINE VERIZON WIRELESS 3245 1581 H AVE MS 231 COAX (E)COAX ROUTE ..�qy BELLEVUE,WA 98008 Q si �Ap HYBRID (N)HYBRID CABLE ROUTE PROJECT SUMMARY DRIVING DIRECTIONS ZONING.NDPERMIITINGCONSULTANT T TELCO ROUTE CASCADIA PM T/P TELCO/POWER ROUTE 733 SEVENTH AVENUE,STE 209 P POWER ROUTE KIRKLAND.WA 98033 F FIBER ROUTE 20 0 THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: FROM SEATTLE INTERNATIONAL AIRPORT: KATHRYN BECK PH:425.828.1008 F/P FIBER/POWER ROUTE -Y - EXISTING FENCE IQWt 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY. 1. MERGE ONTO WA-518 E(1.6 MI) 02/03/14 2. TAKE THE EXIT ONTO 1-5 S(21.6 MI) SITE ACQUISITION CONSULTANT 2. PROPOSED INSTALLATION OF THREE(3)PANEL ANTENNAS,THREE(3)RRU'S, 3. TAKE EXIT 132B FOR WASHINGTON 16 W TOWARD BREMERTON(0.6 MI) CASCADIA PM ( ) ( ) ( ( ) 4. KEEP LEFT TO CONTINUE ON WA-16 W 26.9 MI 5501 NE VETH CT,STE A-2 THREE 3 TMA'S,TWO 2 SURGE PROTECTORS(ONE(l)AT ANTENNAS AND ONE CPM PROJECT NO.: 6768 ( ) VANCOUVER,WA 98662 (1)ON SHELTER)WITH ASSOCIATED HYBRID CABLE/COAXIAL CABLE. 5. CONTINUE ONTO WA-3 N(25.1 MI) PAMELA TURNER X X ELEVATION MARKER PR 6. TURN LEFT ONTO STATE ROUTE 104 W/WA 104 W/HOOD CANAL BRIDGE(15.1 MI) PH:360.567.3790 D C ANNARY 3. VERIZON WIRELESS OPERATES THEIR ANTENNAS ON THE ROOFTOP E 7 SLIGHT RIGHT ONTO THE RAMP TO HWY 101 N/US-101 N/OLYMPIC HWY(0.3 MI) O. DATE LDESCRIPTION EQUIPMENTT SHELTER. THERE IS AN ADJACENT TOWER THAT HOLDS THEE GPS THEIR STRUCTURAL ENGINEER 0 10-08-13 JS/EE G 90%CD REVIEW ONLY. 8. KEEP RIGHT AT THE FORK,FOLLOW THE SIGNS FOR US-101 N AND MERGE MC SQUARED INC. 3 12-02-13 JS/EG CPM COMMENT ONTO HWY 101 N/US-101 N/OLYMPIC HWY(35.0 MI) 1235 E 4TH AVE,SUITE 101 X X SECTION MARKER 4 101-24-14 G/EG CLIENT COMMENT 9. TURN RIGHT ONTO E FRONT ST(2.0 MI) OLYMPIA,WA 98506 10.SLIGHT RIGHT ONTO MARINE DR(2.0 MI) MICHAEL SZRAMEK SUBMITTAL 11.CONTINUE ONTO EDIZ HOOK RD(0.8 MI) PH:360.754.9339 O. DATE D/C DESCRIPTION 0 02-03-14 G/EGI BP SUBMITTAL ESTIMATED TIME: 2 HOURS 29 MINUTES ESTIMATED DISTANCE: 133 MILES SITE NAME PROJECT VICINITY MAP EDIZ HOOK AWS SITE ADDRESS 850 EDIZ HOOK RD. PORT ANGELES,WA.98362 APPROVAL LIST SHEET TITLE TITLE SIGNATURE DATE TITLE VZW �o PROPERTY OWNER PROJECT LOCATION VZW REPRESENTATIVE SHEET W 1639- PROJECT MANAGER +ry? SITE ACQUISITION rr-""• .y SHEET NO. TN MN ZONING r Vy E CONST.MANAGER T1 .0 RF ENGINEER _ � S AAV MANAGER GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM wireless INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D) LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY CAB CABINET MW MICROWAVE 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CASCADIA PM APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS CL CENTERLINE NEC NATIONAL ELECTRICAL CODE COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC WIRELESS OR THE ARCHITECT/ENGINEER. 3322 SOUTH BAY ROAD NE AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT OLYMPIA,WA 98506 SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO PH:360.438.8002 SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING CO COPPER N/A NOT APPLICABLE 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY CONC CONCRETE OC ON CENTER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL , V& m TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS. GOND CONDUIT OD OUTSIDE DIAMETER UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND lull C/�T T A DICT WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER 1 J<[lJtillTD '.iNCORPOR ATP.D': 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE �`P� �I9.9 WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES o/C DRAFTER/CHECKER PL PROPERTY LINE or 4tr WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER THE WORK. 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROD PROJECT 20 0 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. DN DOWN PROP PROPERTY /QWL THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, DTL DETAIL PT PRESSURE TREATED 02/03/14 ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RD ROUGH OPENING 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, CPM PROJECT NO.: 6768 RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHT OF WAY IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. PREILINNNARY A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. 0. DATED/C DESCRIPTION PROJECT COMPLETION. ELEV ELEVATION REQ REQUIRED 0 10-08-13 JS/EG 90%CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 3 12-02-13 JS/EG I CPM COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER 4 01-24-14 EG/EG I CLIENT COMMENT OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMITTAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SHT SHEET 0. DATE D/C DESCRIPTION C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 0 02-03-14 EG/EG BP SUBMITTAL 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UT19LITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SQ SQUARE 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL SITE NAME 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL EDIZ HOOK AWS SPECIAL INSPECTION A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GWB GYPSUM WALL BOARD TOM TOP OF MASONRY INSPECTOR. SITE ADDRESS 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH RD. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER GRND GROUND TNND TINNED PORT ANGELES,850 EDIZ HOOK K D. STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",9TH EDITION. 98362 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING,VENTING 8 AIR CONDITIONING UBC UNIFORM BUILDING CODE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. STANDARD CUT WASHERS. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA HT HEIGHT LINO UNLESS NOTED OTHERWISE GENERAL NOTES IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE REQUIRED GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN INSUL INSULATION VERT VERTICAL SHEET NO. CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL WORKMANSHIP PROVISIONS. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS. INT INTERIOR WP WATERPROOF A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT JBOX JUNCTION BOX W/ WITH T2 .0 HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICBO REPORT. LB(S) POUND(S) W/O WITHOUT NOTE: SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL IMAGES,DEED AND SITE PHOTOS. "- wireless W EDIZ HOOK RD - -- . - _ A ADIA PM INGRESS I EGRESS FROM W EDIZ HOOK RD 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 ------ "--- PH:360.438.8002 P P p- O ,' P P P P P P P _1 �� P P a _ P P P P P -- --- IMC SQUARED iNCORPORATBD APN:0630000004005004 ZONE:P_PBP ' ' ` S29 ' S , VERIZON WIRELESS PROJECT AREA SEE SHEET A1.1 ' 1 0 0 ICNAL 02/03/14 1 CPM PROJECT NO.: 6768 _ 1 PREuNNARr 140. DATED/C DESCRIPTION 0 10-08-13 JS/EG 90%CD REVIEW 3 12-02-13 IJS1EG1 CPM COMMENT 4 01-24-14 EG/EG I CLIENT COMMENT SUBMITTAL 0. DATED/C DESCRIPTION 0 02-03-14 EG/EG BP SUBMITTAL SITE NAME EDIZ HOOK AWS SITE ADDRESS 850 EDIZ HOOK RD. PORT ANGELES,WA.98362 SHEET TITLE PORT ANGELES HARBOR J - 16.39- OVERALL N SITE PLAN TN MN W E SHEET NO. S A1 .0 SCALE:1"=20'-0"(11X17) 0' 10' 20' 40' 1 OVERALL SITE PLAN SCALE:1'=10'-0"(22X34) i i P per— P P P P P P P P --F P P P vO17�wireless P P P P P !. � (E)OH POWER LINE (E)ACCESS GATE (E)UTILITY POLE 4'-5' 12,_8., * �(E)ACCESS GATE (E)ANTENNA MOUNTING FRAME (E)VERIZON WIRELESS PANEL / TO BE UPDATED PER ANTENNAS(TYP) CASCADIA PM p"" STRUCTURAL ANALYSIS 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PH:360.438.8002 l (E)VERIZON WIRELESS o EQUIP.SHELTER (E)CHAIN LINK FENCE (N)VERIZON __ (N)VERIZON WIRELESS � _ _ M---! WIRELESS(AWS) SURGE PROTECTOR '— o MOUNTED BEHIND ANTENNA ANTENNAS(TYP OF 3) A MC SQUARED: (TYP OF 1) .` INCOAPOAATED; 'f I (N)VERIZON WIRELESS RRU MOUNTEDE OTHER CARRIER EL SZ BEHIND ANTENNA(TYP OF 3) ( EQUIP.SHELTER Odd p4 � 9 (N)VERIZON WIRELESS(TMA) - N MOUNTED BEHIND 700 UPPER m ANTENNA TO(E)PIPE MOUNT (TYP OF 3) s 20 0 K �/ONAL 1 02/03/14 A2.0 A N (E)ANTENNA MOUNTING FRAME o TO BE UPDATED PER o CPM PROJECT NO 6768 STRUCTURAL ANALYSIS PRELIMINARY _ NO. DATE D/C DESCRIPTION 0 10-08-13 JS/EG 90%CDREVIEW 3 12-02-13 JS/EG CPM COMMENT 4 01-24-14 JEG/EGJ CLIENT COMMENT SUBMITTAL NO I DATE I D/C DESCRIPTION 0 02-03-14 IEGIEG BP SUBMITTAL N W (1)(N)SURGE PROTECTOR TO BE MOUNTED ON(E)EQUIP.SHELTER. SITE NAME (E)VERIZON WIRELESS EDIZ HOOK AWS MW ANTENNA (E)OTHER CARRIER TOWER ON CONC.PAD (E)VERIZON WIRELESS PANEL \\` SITE ADDRESS ANTENNAS(TYP) j 850 EDIZ HOOK RD. o12'_1^ PORT ANGELES,WA.98362 12'-8" 4._9.. SHEET TITLE 2 16.39.. ENLARGED SITE PLAN -- TN MN 43'-7" W E SHEET NO. S A1 . 1 1 ENLARGED SITE PLAN SCALE:3/16"=1'-O"(11X17) 0' S' 10' SCALE:3/8"=l'-0"(22X34) } wireless CASCADIA PM 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PH:360.438.8002 NOTE: NOTE: ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCE ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCE rkWj7= STRUCTURAL ANALYSIS HAS BEEN COMPLETED. STRUCTURAL ANALYSIS HAS BEEN COMPLETED. == MC SQUARED' INCORPORATED'. PES S29 o>: (E)OTHER CARRIER TOWER 5'� i (E)OTHER CARRIER TOWER s 20 0 (E)OTHER CARRIER ANTENNAS (E)OTHER CARRIER ANTENNAS IQNAL 02/03/14 (E)VERIZON WIRELESS CPM PROJECT NO.: 6768 (E)VERIZON WIRELESS PANEL ANTENNAS TO REMAIN MW ANTENNA TO REMAIN PRELIMINARY (N)AWS ANTENNA(TYP OF 3) N0. DATE I D/C I DESCRIPTION (E)VERIZON WIRELESS 0 10-08-13 JS/EG 90%CD REVIEW PANEL ANTENNAS TO REMAIN (E)VERIZON WIRELESS 3 12-02-13 JIM CPM COMMENT MW ANTENNA TO REMAIN 4 01-24-14 EG/EG I CLIENT COMMENT (N)AWS ANTENNA(TYP OF 3) (N)SLED MOUNTED SUBMITTAL ANTENNA MOUNTING POST N0. DATE D/C DESCRIPTION (N)AWS ANTENNA(TYP OF 3) (TYP OF 1) 0 02-03-14 EG/EG BP SUBMITTAL (E)&(N)VERIZON WIRELESS (E)&(N)VERIZON WIRELESS h ANTENNA TIP HEIGHT ANTENNA TIP HEIGHT 4 VARIES-SEE 1/A3.0 VARIES-SEE 1113.0 (N)SHELTER MOUNTED (N)SLED MOUNTED SITE NAME ANTENNA MOUNTING POST ANTENNA MOUNTING POST (TYP OF 2) (TYP OF 1) EDIZ HOOK AWS (E)OTHER CARRIER (1)(N)SURGE PROTECTOR SHELTER TO BE MOUNTED ON(E) (E)BUILDING ROOF LINE 7vSITE ADDRESS h (E)BUILDING ROOF LINE EQUIP.SHELTER. 10'-0" 850 EDIZ HOOK RD. 10'-0" (1)(N)SURGE PROTECTOR PORT ANGELES,WA.98362 (E)6'-0"TALL CHAIN LINK TO BE MOUNTED ON(E) FENCED COMPOUND EQUIP.SHELTER. (E) TALL CHAIN LINK FENCED COMPOUND (E)VERIZON RIZON WIRELESS SHELTER (E)VE WIRELESS SHELLTERTER SHEETTITLE o ELEVATION I (E)GRADE 0'-01, /� (E)GRADE 0'-0" (10'AMSL) AMSL) SHEET NO. SCALE:1/8"=1'-0"(11X17) 0' 4' 8' 16' SCALE:1/8"=V-0"(11X17) 0' 4' 8' 16 A2 . 0 1 WEST ELEVATION - PROPOSED SCALE 1/4"=1'-0"(22X34) 1 SOUTH ELEVATION - PROPOSED SCALE 1/4"=1'-0"(22X34) (E)700 UPPER i Wo ALPHA SE AZlhiUTH TO �E)ANTENNAMOUNT mD AEPPCsA Vfel'I wireless AZIMUTH=t 270° AZiMUTY,ECHA TpR ICC° (E)VERIZON WIRELESS ANTENNA (E)850$ TO BE RELOCATED ALPHA SE AZIMUTH C OCR kP 0? 0.- MP SEG 2�0° GP1'r`1t,uZN TOWER-MOUNTED EQUIPMENT SCHEDULE Pz"�G1FGS F TO VERIZON WIRELESS ANTENNA MPS�G�O 0° TO BE RELOCATED ANTENNA MODEL# MENTIL1T CH OR EQUIPMENT SPECIFICATION DOw . SECTOR QUANTITY (N)/(E) SERVICETYPE TIPHEIGHT AZIMUTH DIMENSIONS WEIGHT G P7-�'J �FpEF ALPHA 1 (E) PCS A 22.03' 100° 1° 6.1"W X 3 (E)ANTENNA MOUNT .2"D X 48.8"L 10 LBS T00S�Gj0 0° AZIMUTH=t 90° 1 (N) AWS 22.03' 100° 1° 6.0"WX4.5"DX48.5"L 10.5 LBS GPMMUSN�25 CASCADIA PM 1 (E) 850 B 22.05' 100° 11 11.2"W X 4.5"D X 94.7L 24 LBS " 1 (E) 700 UPPER 22.09 100° 5° 11.2"W X 5.1"D X 94.7"L 24 LBS N fn 3322 SOUTH BAY ROAD NE 1 (N) 700 UPPER TMA 9.9"W X 6.4"D X 11% 22 LBS (E)VERIZON WIRELESS MW ANTENNA N a OLYMPIA,WA 98506 1 (N) AWS RRU 17"WX7.2"D X20"L 51 LBS TO REMAIN >I PH:360.438.8002 IT 1 (N) SURGE PROTECTOR z (E)VERIZON WIRELESS(PCS A/C) z ANTENNAS(TYP OF 3) * a a 0 00 BETA 1 (E) PCS A 22.03' 175° 2° 11.8"W X 4.7"D X 48.8"L 13 LBS (E)VERIZON WIRELESS(850 B) °z == c 1 (N) AWS 22.03' 175° 2° 11.8"W X 4.7"D X 48.8"L 13 LBS ANTENNAS(TYP OF 3)TO BE (E)VERIZON WIRELESS(700 UPPER) _ -!1 D i-T1' 1 (E) 850 B 22.05' 175° 2° 23.6"W X 7.9"D X 94.PL 50 LBS RELOCATED AT ALPHA AND ANTENNAS(TYP OF 3) MC Sl(iJ�$L; 1 N(E) 700 UPPER 22.05' 175° 2° 23.9"W X7.9"D X 94.6"L 50 LBS GAMMA SECTORS '.:,.,coRro Rw-rsn 1 700 UPPER TMA 9.9"W X 6.4"D X 11"L 22 LBS N m N m Fi a J3 m 16-39- 1 AWS RRU 17"W X 7.2"D X 20'L 51 LBS Cao D D o N rn U3 M y -T c� TN MN •T'P�ot 1usg29q --O ° -I n -I_0 V '1f: GAMMA 1 PCS A 22.03 250° 3° 6.1"W X 3.2"D X 48.8'L 10 LBS Al A 0 7m7 1 (N) AWS 22.03' 250* 1 3° 6.0"W X 4.5"D X 48.5L 10.5 LBS �_ co W E + 1 (E) 850 B 22.05' 250° 3° 11.2"W X 4.5"D X 94.7"L 24 LBS 1 (E) 700 UPPER 22.05' 250° 8° 11.2"W X 5.1"D X 94.7"L 24 LBS S 1 (N) 700 UPPER TMA 9.9"W X 6.4"D X 11"L 22 E3-s- 20 0 SCALE:3/16"=1'-0"(11X17) 0' 5' 10' 1 (N) AWS RRU 17"W X7.2"DX20"L 51 LBS 2 ANTENNA PLAN - EXISTING I ft/CWS NEAR EDP. 1 (N) SURGE PROTECTOR SCALE:3/8"=V-0"(22X34) 02/03/14 (E)ANTENNA MOUNT E)ANTENNA MOUNT A (E)700 UPPER AZIMUTH=t 90° 1 CPM PROJECT NO.: 6768 AZIMUTH=t 270° ALPHA SECTpR C OAX/F I B E R SCHEDULE Azri+lUTr,_100. PRELIMINARY SECTOR QUANTITY NEW OR EXIST. TYPE DIPLEXED/ SERVICE TYPE (E)PCS 0. DATE D/C DESCRIPTION TRIPLEXED ALP n A,B,G 1 NEW 1.09"FIBER/PWR N/A AWS HA SECTp 0 10-08-13 JS/EG ARCO CD REVIEW AZiMUTY,_1 R 3 12-02-13 JS/EG CPM COMMENT CC° 4 01-24-14 EG/EG I CLIENT COMMENT ALPHA 6 EXIST. 15/8"COAX NIA 7001850/PCS (E) OR ALPHA SECT SUBMITTAL (E) (E) (N) 700 M1!PSN=050° AZIMUTH_1 OR BETA 6 EXIST. 1 5/8"COAX N/A 700/850/PCS GP CO° 0. DATE D/C DESCRIPTION 850 PCS AWS UPPER Py1MUvhS P6 (E)850 0 02-03-14 EG/EG BP SUBMITTAL P R 8 GAMMA 6 EXIST. 1518"COAX N/A 700/850/PCS MMPSeGjOO° ALPHA SE LU w w w C'P�t1U�CSP UTY,=100° a a a a �G1F -SOF° NOTES: j j ? GPMM�ZN 0 WIRE EtSSS(AWS) SURGE IPROTECTORSS 1. NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED OF ANTENNAS(TYP OF 3) MOUNTED BEHIND ANTENNA $ITE NAME TO MATCH EXISTING STRUCTURE IF REQUIRED.VERIFY PAINT x 1��,PSEC X50° (TYP OF 1) EDIZ HOOK AWS MANUFACTURER AND FINISH WITH OWNER. w (N) (N) GPNM, a RRU TMA p (N)VERIZON WIRELESS RRU MOUNTED 2. TOWER STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS. > BEHIND ANTENNA(TYP OF 3) VERIZON WIRELESS INSTALLATION SHALL NOT START UNTIL w (E)VERIZON WIRELESS MW ANTENNA TO REMAIN SITE ADDRESS ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL m a a (N)VERIZON WIRELESS(TMA) ANALYSIS OR ASSESSMENT. (E) (E) v = O 00 (E)VERIZON WIRELESS(PCS A/C) MOUNTED BEHIND 700 UPPER 850 EDIZ HOOK RD. DPLX DPLX z w w ANTENNAS(TYP OF 3) ANTENNA TO(E)PIPE MOUNT PORT ANGELES,WA.98362 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING TO REMAIN (TYP OF 3) PLANS,SUBJECT TO OWNER APPROVAL. < a( N) (E)VERIZON WIRELESS(850 B) 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX O O SURGE ANTENNAS(TYP OF 3) SHEET TITLE PTCTR TO REMAIN (E)VERIZON WIRELESS(700 UPPER) CABLE PLACEMENT. i w ' TANTENNAS O REMAIN(TMP OF 3) ENLARGED 5. RAYCAP DC SURGE PROTECTOR RCMDC-3315-PF 48 TO BE o N m a m 16.39° ANTENNA PLANS MOUNTED NEAR ANTENNAS,SECTOR TBD. m C D o N�J N z v o N x x11 z T_mm �wcn cad �mo TN MN z µ z „ - x0a -4 x a J O i-1 :E n Si- v EO C p A y o�Q7 W E SHEET NO. ANTENNA CONNECTION DIAGRAM ° SCALE:3/16"=1'-0"(11X17) 0' 5' S 10' A3.0 1 ANTENNA AND COAX/FIBER SCHEDULES 3 ANTENNA PLAN - PROPOSED SCALE:3I8"=1'-0"(22X34) CITY OF PORT ANGELES 321 East Fifth Street Port Angeles, WA 98362 NOTICE OF DECISION NOTICE IS HEREBY GIVEN the City of Port Angeles Planning Commission approved a CONDITIONAL USE PERMIT to allow MODIFICATION OF A TELECOMMUNICATION FACILITY at 850 Ediz Hook, in the Industrial Heavy zone on March 12, 2014. Appeal of a final decision rendered by the Planning Commission must be made to the City Council within 14 days of the decision. For further information, please contact Sue Roberds, Planning Manager, Department of Community&Economic Development, 321 East Fifth Street, Port Angeles, Washington, (360) 417-4750. Pub: 3/18/14 Post: 3/14/14 aJORrb NGELES 0 WAS H I N GTO N, U. S. A. Community & Economic Development Department March 13, 20-14 Cascadia PM Kathryn Beck AICP F 733 7'Avenue NE bg a ¢$ Kirkland, WA 98033 tvl � f ri RE: Conditional Use Permit—CUP 14-02 850 Ediz Hook—Verizon Wireless - - { Dear Kathryn As you know, following a public hearing conducted on March 12, 2014, by the City of Port { Angeles Planning Commission,the Commission approved the above referenced conditional F d rvF use permit to allow modification to a telecommunication support use in the City's Industrial K Heavy zone. The permit is approved with the following conditions: Conditions: 1. The applicant will retain a current lease from the City of Port Angeles for the activity and will notify the City of anticipated change to the approved use prior to modification of the equipment. Routine maintenance is approved that does not change the current approved status of the equipment. Equipment on the site will be of a neutral color. 2. An elevation certificate is required for the current placement of new equipment per ' Section 15.12.240 PAMC. A building permit will be required for future equipment d maintenance that involves change out of equipment or additional equipment placement Olt but unless equipment is placed above the elevation of the current equipment, a new certificate of elevation will not be required. t s The decision of the Planning Commission is final unless appealed within 14 days to City Council. The use to which the conditional use permit is approved must be commenced within one year from the date of issue or the conditional use permit will become invalid. If you have any further questions regarding this matter,please dont hesitate to contact this office. incerely, 77f Sue Roberds Planning Manager Cc: Heidi Greenwood,Assistant City Attorney a ^; Terry Dahlquist,Public Works and Utilities Phone:360-417-4750/Fax: 360-417-4711 N Website: www.cityofpa.us/Email:smartgrowth@cityofpa.us 7 321 East Fifth Street- P.O. Box 1150/Port Angeles, WA 98362-0217 ® 0 Rx'T1_ NGS ELE 1. A S H [ N G T O N, U. S. A. MOM �. ® DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT TO: Planning Commission FROM: Sue Roberds DATE: March 12, 2014 RE: Conditional Use Permit—CUP 14-02 APPLICANT: Verizon Wireless OWNER: City of Port Angeles LOCATION: 850 Ediz Hook Rd REQUEST: Modification of a Telecommunications Facility RECOMMENDATION: The Planning Division of the Community&Economic Development Department recommends approval of the proposed modification subject,to the conditions found in Attachment A to this staff report. EXISTING CONDITIONS IN AREA: The site location is 850 Ediz Hook Road. Ediz Hook is a land formation that marks the outer boundaries of the Port Angeles Harbor. Few structures exist on Ediz Hook outside of the United States Coast Guard base. A structure and dock for Puget Sound Pilots and small structures in support of an aquaculture use exist at the east end of the Hook. A small recreational structure owned by the City and leased to a rowing club exists in the mid to west end of the Hook. The subject property is located approximately at the mid point of the length of the Hook and contains two structures and a tall communications tower. One of the structures is owned by the City of Port Angeles and the second structure is owned by Verizon with a land lease from the City. Both structures provide emergency and telecommunication services. The property is owned by the City of Port Angeles. DEPARTMENT COMMENTS: Reviewing City Departments did not express concern regarding the proposed modification. The applicant will be required to maintain a current lease with the City of Port Angeles for use of the area, and obtain a building permit for placement of the new equipment on the roof of the support structure. Verizon Wireless—CUP 14-01 March 12,2014 • Page 2 PUBLIC COMMENT: Public notice was placed in the Peninsula Daily News on February 23, 2014, and the site was posted for land use action on February 19, 2014. No written comments were received by the end of the public comment period that ended on March 10, 2014. ANALYSIS: The Communications Act of 1934 as amended by the Telecommunication Act of 1996 ("the Act") grants the Federal Communications Commission(FCC) exclusive jurisdiction over the environmental effects of radio frequency(RF) emissions from telecommunications facilities and the regulation of radio signal interference among users of the RF spectrum. The City's regulation of wireless telecommunications towers and facilities in the City does not prohibit any person from providing wireless telecommunications services, which would be a violation of the Act. Per Sectionl7.52.065 of the Port Angeles Municipal Code (PAMC), telecommunications facilities may be permitted on any tower or antenna support structure. A conditional use permit is required for telecommunications facilities that are not otherwise exempt per Section 17.52.020 PAMC. The exemptions listed in the aforementioned section include antennae that do not exceed 10 feet in area. The proposed antenna panels are approximately 22 feet in height, and therefore not exempt from conditional use permit approval. The proposed activity will result in the placement of 3 new panel antennas, 3 new Remote Radio Units (RRU) and 2 new surge protector devices on an existing equipment shelter roof top. The existing shelter is approximately 10 feet tall x 25 feet in length. The antenna tip height is 22 feet for a total overall height of 32 feet from ground level. The maximum height in the underlying zone (Public Buildings and Parks) is 35 feet. The need for improvement to the antenna array is to increase network capacity and data transmission speeds in the Port Angeles area. The improved equipment will not result in placement of equipment that will exceed height requirements nor result in development of a new tower: the improvements will add to the number of antennas currently on the site. The site location currently provides space for the City's emergency radio response and telecommunication use. While the existing tower does provide space for additional antenna/providers, Verizon does not need tower height at this location. Location on the rooftop of the support structure is desired. The City of Port Angeles owns the subject property and has encouraged a variety of communication uses within the site boundaries. A shoreline permit was issued in 1997 to allow development of a second structure at the location, which is owned by Verizon Wireless with a land lease from the City for telecommunication uses. The location is highly desirable as it allows for a broad coverage area of service. It is desirable to provide a compact site where such services can co locate rather than to result in a consumption of land elsewhere for the service need. The provider will be required to keep the lease current in order to continue operation at this location. The site location is within a flood plain. This conditional use permit review will serve as review under the City's Flood Damage regulations codified as Section 15.12 PAMC. The structure on which the additional antennae are proposed to be located was constructed prior to adoption of Flood Damage regulations; however,the elevation(10 to 32 feet) at which the antenna are proposed to be placed are well above flood height. A building permit will be Verizon Wireless—CUP 14-01 • • March 12,2014 Page 3 required for the activity and a Flood Plain Certificate will be required as part of that review in a Flood Plain. The site is in an area of known Tribal occupation; however,the proposal will not result in land disturbance so no cultural resource issues will be present. ZONING AND COMPREHENSIVE PLAN LAND USE MAP: The City's Comprehensive Plan Land Use Map identifies the area as OS Open Space. Zoning for the area is IH Industrial Heavy. Telecommunications facilities are conditional uses per Section 17.52 PAMC in all zones. STATE ENVIRONMENTAL POLICY ACT (SEPA) REVIEW: A Determination of NonSignificance was issued for this proposed action on March 11, 2014, per WAC 197-11-355. This satisfies the City's responsibility under the State Environmental Policy Act(SEPA). Attachments: A-Conditions,Findings,and Conclusions B-Application C-Zoning Ordinance,Comprehensive Plan,and Other Municipal Code Verizon Wireless—CUP 14-01 March 12,2014 • Page 4 ATTACHMENT"A" RECOMMENDED CONDITIONS, FINDINGS, AND CONCLUSIONS Conditions: 1. The applicant will retain a current lease from the City of Port Angeles for the activity and will notify the City of anticipated change to the approved use prior to modification of the equipment. Routine maintenance is approved that does not change the current approved status of the equipment. Equipment on the site will be of a neutral color. 2. An elevation certificate is required for the current placement of new equipment per Section 15.12.240 PAMC. A building permit will be required for future equipment maintenance that involves change out of equipment or additional equipment placement but unless equipment is placed above the elevation of the current equipment, a new certificate of elevation will not be required. Findings: 1. Kathryn Beck, of Cascadia PM, submitted a conditional use permit application to the City of Port Angeles for modification of an existing support facility for Verizon Wireless on February 10, 2014. The application was determined to be complete on February 18, 2014. 2. Application materials indicate a proposal to install 3 new panel antennas to a height of 32 feet(22 feet for the antenna on a 10 foot structure), 3 new Remote Radio Units (RRU) and 2 new surge protectors on top of a support structure that houses other emergency and communications equipment. The structure is owned by Verizon Wireless under a land lease from the City of Port Angeles. Co location use has been provided for communication services at the site and a tower for many years. The proposed use is an upgrade to services provided on the site that include City emergency response and other telecommunication equipment. 3. A shoreline substantial development permit was approved(SMA 97-15) in 1997 to allow construction of the subject support structure. The land lease for the structure is current and allows for telecommunication use. 4. The City's Telecommunications facilities regulations are codified as Chapter 17.52 (Wireless Telecommunications Towers and Facilities) of the Port Angeles Municipal Code (PAMC). The development standards have been in place since 2001. 4. Section 17.52.015 PAMC states that the purpose for the Wireless Telecommunications Towers and Facilities regulations is: A. The general purpose of this ordinance is to regulate the placement, construction, and modification of wireless telecommunications towers and facilities in order to protect the health, safety, and welfare of the public, while at the same time encouraging the development of the competitive wireless telecommunications marketplace in the City. Verizon Wireless—CUP 14-01 • March 12,2014 Page 5 B. The specific purposes of this ordinance are: 1. To allow the location of wireless telecommunication towers and facilities in the City; 2. To protect residential zones from potential adverse impact of towers and telecommunications facilities; 3. To minimize adverse visual impact of towers and telecommunications facilities through careful design, siting, landscaping, and innovative camouflaging techniques: 4. To promote and encourage shared use/co-location of towers and antenna support structures as a primary option rather than construction of additional single-use towers; 5. To promote and encourage utilization of technological designs that will either eliminate or reduce the need for erection of new tower structures to support antenna and telecommunications facilities; 6. To avoid potential damage to property caused by towers and telecommunications facilities by ensuring such structures are soundly and carefully designed, constructed, modified, maintained, and removed when no longer used or are determined to be structurally unsound; and 7. To ensure that towers and telecommunications facilities are compatible with surrounding land uses. 8. To overcome the potential adverse impacts that poorly or unregulated telecommunications facilities could have on the public health, safety and welfare. 5. Section 17.52.020 PAMC provides exemptions from permitting processes for certain activities and types of antenna use. Section 17.52.020(C) allows for an exemption for "Panel, wave, or other similar antennas ten square feet or less regardless of zone." The proposal is to place panel antenna that are 22 feet in height. 6. The site location is found in the City's IH Industrial Heavy zone on property identified as being designated OS on the City's Comprehensive Plan Land Use Map. Section 17.52.020 PAMC indicates that Telecommunications uses may be permitted in any zone by conditional use permit. 7. The site location on Ediz Hook is within the shoreline jurisdiction but is considered maintenance and is exempt from shoreline permitting. 8. The subject property is located within a100 year flood plain or area of special flooding as identified on the Flood insurance rate map (FIRM). The location is in a V6 (high velocity) area of the shoreline. Per Section 15.12.110 (Flood Damage Prevention)PAMC, "Development"means "...any manmade change to improved or unimproved real estate, including but not limited to buildings or other structures... or storage of equipment or materials located within the area of special flood hazard." As such, improvement to the support structure to include the antennas is a development. The City's conditional use permit review also acts as review of the proposed action per Section 15.12 PAMC. Verizon Wireless—CUP 14-01 March 12,2014 • Page 6 9. A flood plain certificate will be required to be filed following completion of the installation per Section 15.12 PAMC. 10. Legal public notice was placed in the Peninsula Daily News on February 23, 2014,and the site was posted for land use action on February 19, 2014. No written comments were received by the end of the public comment period that ended on March 10, 2014. Conclusions: A. The proposed activity has been reviewed for compliance with the City's zoning, Comprehensive Plan and Shoreline Master Program regulations and has been found to be compliance with these land development regulations. B. As conditioned, the proposed activity will not result in alteration to the existing support structure nor result in construction below an elevation of 10 feet, which is above flood level for the site. The activity is therefore in compliance with the City's Flood Damage Prevention Ordinance Chapter 17.52. C. The proposal will not result in land disturbance and will therefore not require a cultural review of the intended activity. D. The activity is not exempt from those activities listed in Section 17.52.020 PAMC, specifically Section 17.52.020(C)PAMC, and was therefore processed as a conditional use permit per Section 17.96.050 PAMC. Verizon Wireless—CUP 14-01 March 12,2014 Page 7 ATTACHMENT C COMPREHENSIVE PLAN REVIEW: Designation The site is designated as OS Open Space on the City's Comprehensive Plan Land Use map. Policies The following policies appear to be the most relevant to the proposed project. Land Use Element Goal A,Policy No. 2- "All land use decisions and approvals made by the City Council andlor any of its appointed Commissions, Boards or Committees should be consistent with the Comprehensive Plan and its land use map." Utilities and Public Services Element Goal A,Policy No. I - "Public facilities should be equitably distributed across the City's planning areas. ZONING CODE REVIEW: Designation The Zoning Ordinance identifies the site as Industrial, Heavy(IH). The purpose and intent of the IH zone is as follows: IH Zone - This is the least restrictive industrial zone intended to be the area in which heavy industry could develop causing the least impact on other land uses. SHORELINE MASTER PROGRAM REVIEW: Designation The property is designated as Urban-Harbor. The purpose of this designation is as follows: Urban-Harbor: "To ensure optimum use of shorelines within urbanized areas by providing for intensive public and commercial activities and by managing development to enhance and maintain shorelines for a multiplicity of urban uses. " Chapter 5, Section H, indicates accessory utilities are permitted uses in the U-H designation. Policies The following Shoreline Master Program policies and their associated regulations appear most relevant to this proposal: Verizon Wireless—CUP 14-01 March 12,2014 • Page 8 Chapter 4, General Policies and Regulations K. Public Access 2. Developments, uses and activities on or near the shoreline should not impair or detract from the public's access to the water. Regulations 1 - 12. N. Utilities (Accessory) 2. Utility facilities should be designed and located in a manner which preserves the natural landscape and shoreline ecology and minimizes conflicts with present and planned land uses. Regulations 1 - 7 Chapter S, Environment Designations, D Urban-Harbor (UHC Management Policies 1. Encourage development within already developed areas and areas planned for redevelopment. V�f7j� CASCAD TT]Te a—u, MOTIF: ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCE MOTE STRUCTURAL ANALYSIS HAS BEEN COMPLETED. ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCE STRUCTURAL ANALYSIS HAS BEEN COMPLETED. SQL (E)OTHER CARRIER TOWER C1�2 (E)OTHER CARRIER TOWER (E)OTHER CARRIER ANTENNAS (E)OTHER CARRIER ANTENNAS (E)VERIZON WIRELESS IE)VERIZONW IRELESS MW ANTENNA TO REMAIN PANEL ANTENNAS TO REMAIN GPM PROJECT NO (E)VERIZON WIRELESS (N)AWS ANTENNA(TYP OF 3) PREU� PANEL ANTENNAS TO REMAIN O DATE OIC (E)VERIZONWIRELESS 0 10-09-tJ JS/EG IN)AWS ANTENNA(TYP OF 3) MW ANTENNA TO REMAIN 3 12-02-17 JS/EG � Ot-N-IA G/EG (NI SLED MOUNTED ANTENNA MOUNTING POST WNIIT (N)AWS ANTENNA(TYP OF 3) (TVP OF I) O DATE D/ I NT(N).T'p H N WIRELESS (E)6(N)VERIZON WIRELESS 0 02-07.1t G/EG ANTENNA TIP HEIGHT Q VARIES-SEE 1/A7.0 In ANTENNA TIP HEIGHT i,VARIES-SEE 1/A3.0 IN)SHELTER MOUNTED (NI SLED MOUNTED ANTENNA MOUNTING POST ANTENNA MOUNTING POST (TYP OF 21 (TYP OF 1) Eioc (1)(N)SURGE PROTECTOR (E)OTHER CARRIER ($(E)BUILDING ROOF LINE TO BE MOUNTED ON(E) tt(EI BUILDING ROOF LINE SHELTER 10'-0• EQUIP.SHELTER. tad' (1) SURGE PROTECTOR WE ADDI (EI8'-0• TO TALL CHAIN LINK TO BE MOUNTED (E) PO950 EDIZ Hp RT ANGELES. WIRELESS SMELTERLTER (EI VE FENCED COMPOUND EQUIP.SHELTER — (E)F-W TALL CHAIN LINK {•`, �— (E)VER IZON FENCED COMPOUND 1 +i WIRELESS SHELTER �.�. :{•,: • '. .� •,} -- — __ _--amu ELEV ...t Al �IE)GRADE O'-0• ,W }+ •< 1. V'tIII AMSL) E GRADE 01-M f• 1 WEST ELEVATION-PROPOSED SCALE:I/B•.1•-0•(I1x,7) 0 " B /\2. SGIE.tl/•+1'-0•(22x30 1 SOUTH ELEVATION- OPOSED SCALE:1/e-r-0 nixn) r e SCALE:1M•.V-0•(22x31) Location of Port Angeles Historic Fire Hall L% ,7i Rm , !E _ F 1 >... `y.: j � vel � �.�e=�� .� ��^e �,..►_ +. '�rNt` - ,: � ..} - 's'.`�', ��<'rt�� ?:�}'� �.; ,':r°• ��,�"rt',"�tt�.', I 'C`+y*.:� �s�a1a � ��'^:y ' w a 850 diz , ZOO """'•�..___z>`. .r4'. .,4.f„s�+ t �1.. �..X. �: '4 1 5 *�0�u.:...,YS. s�"ir-�`�, tr; �. � - ; � ,': i -��_�ti�__ �� �f sty � � �h •- �S � _ �. ��¢, isn� ''w .r-�".a��:'1 w•7 '�^�__`x+..17 `1 Legend N Parcel Regional Feet Building COPA 0 12.525 50 75 100 ,c �$ ' � y, w s ice, '' ., •� >>/ �.►. ''�+�,"�,�'' . ��`���.�'�i'...t. ti. ��'Mi'��`�4 � ♦ � Rte.�, allp,�;;' ,u '�!i'` w M R n v r f Goosic earth • :1 Sue Roberds From: Sue Roberds Sent: Saturday, March 08, 2014 1:00 PM To: Eric Walrath Subject: Verizon Wireless CUP Attachments: copier@cityofpa.us_20140308_124044.pdf Eric, Attached is a conditional use permit application from Verizon Wireless for a tower modification on Ediz Hook. I don't believe there would be any issues from a public works perspective to disallow the modification but nevertheless wanted to make Public Works and Utilities aware of the application for review purposes. There may be some need for the Utilities division to review for power purposes. I meant to bring this to your attention earlier in the week, but the week went quickly. Please let me know if there are any issues that may be a problem from PW&U perspective. This matter is scheduled for the March 26 Planning Commission meeting. Thanks, Sue 1 Sue Roberds To: Heidi Greenwood Subject: Verizon Lease Ediz Hook Attachments: copier@cityofpa.us_20140308_124044.pdf Dear Heidi, Attached to this e-mail is a conditional use permit packet of information for Verizon Wireless. Verizon intends to modify the existing tower on Ediz Hook to carry upgraded antenna equipment. This requires a modification approval per Section 17.52.065 so they applied for a conditional use permit. Does this intention need to be reviewed through a real estate procedure? Are you aware of this intended change? They included the latest lease(Amendment 3)signed in 2012 with the application but it doesn't reference modification to the tower. Just want to make certain all departments that need to be aware of this application are informed so we can cover the various requirements in the application process. As the property owner,the City does need to approve of the application. Thus far,from a use perspective,it seems prudent to allow the most up to date technology that the tower can hold. Do you see any reason disprove of the application from a lease perspective? This matter is intended for discussion at the March 26 Planning Commission meeting unless there is a reason to delay. Thanks, Sue 1 i • CITY OF PORT ANGELES AFFIDAVIT OF POSTING RE: I JIM LIERLY, state that on the day of 2014, I posted said notice, a true copy of which is hereto attached and made part hereof, on the property proposed for a land use action pursuant to Se on 17.96.140 of the Port Angeles Municipal Code AFFIANT Subscribed to me this day of 2014. S Ro6/ N�ra9 oN NOTARY PUBLIC for the State of Elm C4 �' Washington, residing in Port Angeles %7A VBtOG R� 4C2��. Svi 11111111111 T/forms/affidavitpostingj im CITY OF PORT ANGELES NOTICE OF DEVELOPMENT APPLICATION AND PUBLIC HEARING NOTICE IS HEREBY GIVENthat on February 13, 2014, the CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT received an application to MODIFY AN EXISTING WIRELESS ANTENNA FACILITY in the Public Buildings and Parks zone. The application was determined to be complete on February 18, 2014. Interested parties are encouraged to comment on the proposal and to attend the public hearing that will be conducted at 6 PM, City Hall, 321 East Fifth Street, Port Angeles, Washington. Written comment must be submitted no later than March 10, 2014, to be included in the staff report on this matter. Verbal testimony may be provided during the public hearing. Information may be reviewed at the City Department of Community & Economic Development, City Hall, P.O. Box 1150, 321 East Fifth Street, Port Angeles. City Hall is accessible to persons with disabilities. Interested parties are invited to attend the meeting. STATE ENVIRONMENTAL POLICY ACT: It is anticipated that a Determination of Non Signficance (DNS) will be issued per WAC 197-11-355 for the project following the public comment review period that will end on March 10, 2014. APPLICANT: VERIZON WIRELESS LOCATION: 850 Ediz Hook Road For further information contact: Sue Roberds, (360) 417-4750 PUB: 2/23/14 POST: 2/19/14 MAIL: 2/19/14 T:\NOTICES\PCpubIichearing.wpd 4`+pfr pORTgNa ALANNI Co CITY OF PORT ANGELES SUBSTANTIAL DEVELOPMENT PERMIT PERMIT NO.: SMA 97-15 ADMINISTERING AGENCY: City of Port Angeles DATE REQUEST RECEIVED: September 29. 1997 APPROVED XXX DATE November 12, 1997 TYPE OF ACTION- XX Substantial Development Permit Conditional Use _ Variance Pursuant to Chapter 90.58 RCW a Shoreline Substantial Development Permit, No. SMA 97-15 is hereby approved for: CITY OF PORT ANGELES/CELLULAR ONE 850 Ediz Hook Road Port Angeles, WA 98362 To undertake the following: The development will result in the placement of a 12' x 20' pre- fabricated structure that will house a backup generator for use in emergency situations for the cellular tower use. The property is generally described as being located at 850 Ediz Hook Road, and is legally decribed as being in Government Out Lot 5, Section 34 and 5, Township 31 North, Range 5 West W.M., Port Angeles, CIallam County, Washington. w WA1 Ediz Hook First Amendment to Communications Site Facility Use Lease Between The City of Port Angeles and Seattle SMSA Limited Partnership This is a First Amendment to the Communications Site Facility Use Lease dated February 12,1993 ("Lease')by and between The City of Port Angeles ("City")and Seattle SMSA Limited Partnership,as successor-in-interest to San Juan Limited Partnership("Lessee"). WHEREAS,the parties wish to amend the Lease to modify Lessee's use as provided therein, WHEREFORE,the parties,in consideration of the mutual covenants contained herein,hereby agree as follows: 1. The provisions of Section 1 and 2 of the Lease shall be replaced with the following language: "Lessee shall have the right to install a 12'x 20' equipment building ("Lessee Building") at the City of Port Angeles Radio Site("Site")located at 850 Ediz Hook Road,as defined in Exhibit A attached to the Lease. The contents of the Lessee Building may include,radio transmission and related equipment, batteries,generator equipment and an antenna array located on the roof of the Lessee Building. The Equipment Building shall be constructed by Lessee in compliance with all City ordinances. Lessee currently utilizes interior building("City Building")and tower space at the Site. Upon completion of the Lessee Building,Lessee will remove it's radio equipment,antennas and all connecting appurtenances from the City Building and tower. in addition,Lessee agrees to remove the existing fence at the Site and replace it with a 6'chain link fence topped with three(3) strands of barb- wire. The placement of the Lessee Building and the new fence are shown on Exhibit"C" attached hereto and incorporated into the Lease. Lessee shall have the power connection at the Site moved from the City Building to the Lessee Building and will then make arrangements to submeter or otherwise separately bill the City for it's power consumption. In addition,Lessee agrees to provide emergency back-up power to the City's equipment located in the City Building. The back-up power will be solely for the use and benefit of the City. However,during the term of this Lease, the City shall indemnify and hold Lessee harmless against any claim of liability or loss,cost or damage,whether from personal injury or property damage,caused by or resulting from the City, its servants' or agents' use of such emergency back-up power, except to the extent Ediz amd doe 12/2/97 1 r' ' that such claims or damages may be due to or caused by the negligence or willful misconduct of Lessee,its servants or agents. All improvements shall be at Lessee's sole cost." 2. The frequencies to be utilized by Lessee are shown.on the Exhibit"B" attached hereto,which shall supersede and replace the Exhibit"B" attached to the Lease and Letter Agreement dated September 20,1995. The Lessee's radio equipment shall not interfere with or cause the degradation of the operation of any other existing radio equipment installed, or to any public safety equipment currently installed or installed in the future. 3. The last sentence Section 6 of the Lease shall be modified as follows: "This Lease may be terminated,without any penalty or further liability,on one hundred eighty (180) days written notice as follows: (a)by either party on default of any covenant or term hereof by the other party,which default is not cured within sixty(60) days following receipt of notice of default(without, however,limiting any other rights available to the parties pursuant to any other provisions hereof): (b)by Lessee if Lessee does not obtain or maintain any license, permit or other governmental approval necessary to the construction or operation of the Facility or Lessee's business;or (c)by Lessee if the Site becomes unacceptable to Lessee under Lessee's design or engineering specification for the communications system to which the Lessee Building belongs. Upon such termination,ownership of the Lessee's Building shall be transferred to City and the City shall accept the Lessee Building in an as-is condition. The transfer shall apply only to the actual building and generator. Lessee shall have the right to remove and retain ownership of all radio transmission equipment,batteries, antenna array and all connecting and/or ancillary appurtenances." 4. The language in the Section 7 of the Lease shall be modified as follows: "The annual rental fee for the above described use shall be One Thousand Two Hundred dollars ($1,200.00),payable on July 1 of each year. The annual rent shall be increased by four percent 4% on July 1st of each year of the lease term." 5. The following provisions shall be added to the Lease: "11. Lessee hereby consents to the use of the Site by another communication provider,so long as(a)the City gives Lessee at least sixty (60) days prior written notice,which shall contain sufficient information(including, but not limited to site plans,frequencies,power output)for Lessee to analyze the proposal and determine whether there will be any impairment or diminution in the quality of the communications service rendered by Lessee to or from the Site, (b)no changes shall be made to the installation of such other provider without Lessee's prior written consent,which consent shall not be unreasonably withheld. If Lessee deems that the provisions of this article have been violated by the City or such other provider,Lessee shall provide the City with notice of such violation. If such violation is not cured or mitigated(at no expense to Lessee)within twenty- four(24)hours of receipt of such notice,the City shall cause such other provider to immediately cease use of its radio system,or portion thereof causing such Edmamd.doc 1212/97 2 interference,until such time as the interference is cured. The City shall require that any agreement with such other provider shall include a provision requiring compliance by such other provider with the provisions of this Section." "12. Lessee will be solely responsible for and will defend,indemnify,and hold the City,its agents,and employees harmless from and against any and all direct claims,costs,and liabilities,including reasonable attorney's fees and costs, arising out of or in connection with the cleanup or restoration of the Site associated with the Lessee's use of Hazardous Materials. The City will be solely responsible for and will defend,indemnify,and hold Lessee,its agents,and employees harmless from and against any and all direct claims,costs,and liabilities,including reasonable attorney's fees and costs, arising out of or in connection with the removal,cleanup,or restoration of the Property with respect to Hazardous Materials from any and all sources other than those Hazardous Materials introduced to the Site by Lessee,its agents, or employees,or by anyone else other than the City during the terms of the lease. "Hazardous Materials"means asbestos or any hazardous substance,waste, or materials as defined in any federal,state,or local environmental or safety law or regulation including,but not limited to,CERCLA. The obligations of this Section shall survive the expiration or other termination of this Lease." "13. This Agreement shall run with the Property and shall be binding on and inure to the benefit of the parties,their respective successors,personal representatives and assigns. Lessee shall have the right to assign or transfer this Lease to any parent,subsidiary or affiliate entity of Lessee,specifically including, but not limited to,the communications entities which may emerge from the joint venture pending between U S WEST,Inc. and AirTouch Communications,Inc., which assignment,or transfer shall fully release Lessee from any further obligations or liability under the terms of this Lease commencing on the effective date of the assignment, or transfer. Lessee will promptly notify the City of the assignment or transfer of the Lease,the name and address of the parent, subsidiary or affiliate entity receiving the assignment or transfer,and the effective date of the assignment or transfer." 6. The last sentence of the Lease shall be modified as follows"This Lease,consisting of three pages,has been executed in duplicate with an original Lease delivered to each party." The rest of the sentence shall be deleted. 7. Except as expressly amended herein,all terms and provisions of the Agreement shall remain unchanged and in full force and effect. Edmamd.doc 12/2/97 3 .y IN WITNESS WHEREOF,the parties hereto have executed this instrument as signed and dated below. ity Port Y: Its: / Date: LESSEE: Seattle SMSA Limited Partnership By: T NewVector Group,Inc., gen ral p er By: Its: Corporate Real Estate Manager Date: Edmamd.doc 12/2/97 4 w WA1 Ediz Hook First Amendment to Communications Site Facility Use Lease Between The City of Port Angeles and Seattle SMSA Limited Partnership This is a First Amendment to the Communications Site Facility Use Lease dated February 12,1993 ("Lease')by and between The City of Port Angeles ("City")and Seattle SMSA Limited Partnership,as successor-in-interest to San Juan Limited Partnership("Lessee"). WHEREAS,the parties wish to amend the Lease to modify Lessee's use as provided therein, WHEREFORE,the parties,in consideration of the mutual covenants contained herein,hereby agree as follows: 1. The provisions of Section 1 and 2 of the Lease shall be replaced with the following language: "Lessee shall have the right to install a 12'x 20' equipment building ("Lessee Building") at the City of Port Angeles Radio Site ("Site")located at 850 Ediz Hook Road,as defined in Exhibit A attached to the Lease. The contents of the Lessee Building may include,radio transmission and related equipment, batteries, generator equipment and an antenna array located on the roof of the Lessee Building. The Equipment Building shall be constructed by Lessee in compliance with all City ordinances. Lessee currently utilizes interior building("City Building") and tower space at the Site. Upon completion of the Lessee Building,Lessee will remove it's radio equipment,antennas and all connecting appurtenances from the City Building and tower. in addition,Lessee agrees to remove the existing fence at the Site and replace it with a 6'chain link fence topped with three (3) strands of barb- wire. The placement of the Lessee Building and the new fence are shown on Exhibit"C" attached hereto and incorporated into the Lease. Lessee shall have the power connection at the Site moved from the City Building to the Lessee Building and will then make arrangements to submeter or otherwise separately bill the City for it's power consumption. In addition,Lessee agrees to provide emergency back-up power to the City's equipment located in the City Building. The back-up power will be solely for the use and benefit of the City. However,during the term of this Lease, the City shall indemnify and hold Lessee harmless against any claim of liability or loss,cost or damage,whether from personal injury or property damage,caused by or resulting from the City, its servants' or agents' use of such emergency back-up power,except to the extent Ediz amd doc 12/2/97 1 that such claims or damages may be due to or caused by the negligence or willful misconduct of Lessee,its servants or agents. All improvements shall be at Lessee's sole cost." 2. The frequencies to be utilized by Lessee are shown on the Exhibit"B" attached hereto,which shall supersede and replace the Exhibit"B" attached to the Lease and Letter Agreement dated September 20,1995. The Lessee's radio equipment shall not interfere with or cause the degradation of the operation of any other existing radio equipment installed,or to any public safety equipment currently installed or installed in the future. 3. The last sentence Section 6 of the Lease shall be modified as follows: "This Lease may be terminated,without any penalty or further liability,on one hundred eighty(180) days written notice as follows: (a) by either party on default of any covenant or term hereof by the other party,which default is not cured within sixty(60) days following receipt of notice of default(without, however,limiting any other rights available to the parties pursuant to any other provisions hereof): (b)by Lessee if Lessee does not obtain or maintain any license, permit or other governmental approval necessary to the construction or operation of the Facility or Lessee's business;or(c)by Lessee if the Site becomes unacceptable to Lessee under Lessee's design or engineering specification for the communications system to which the Lessee Building belongs. Upon such termination,ownership of the Lessee's Building shall be transferred to City and the City shall accept the Lessee Building in an as-is condition. The transfer shall apply only to the actual building and generator. Lessee shall have the right to remove and retain ownership of all radio transmission equipment, batteries, antenna array and all connecting and/or ancillary appurtenances." 4. The language in the Section 7 of the Lease shall be modified as follows: "The annual rental fee for the above described use shall be One Thousand Two Hundred dollars ($1,200.00),payable on July 1 of each year. The annual rent shall be increased by four percent 4% on July 1st of each year of the lease term." 5. The following provisions shall be added to the Lease: "11. Lessee hereby consents to the use of the Site by another communication provider,so long as (a)the City gives Lessee at least sixty (60) days prior written notice,which shall contain sufficient information(including, but not limited to site plans,frequencies,power output)for Lessee to analyze the proposal and determine whether there will be any impairment or diminution in the quality of the communications service rendered by Lessee to or from the Site, (b)no changes shall be made to the installation of such other provider without Lessee's prior written consent,which consent shall not be unreasonably withheld. If Lessee deems that the provisions of this article have been violated by the City or such other provider,Lessee shall provide the City with notice of such violation. If such violation is not cured or mitigated (at no expense to Lessee) within twenty- four(24)hours of receipt of such notice,the City shall cause such other provider to immediately cease use of its radio system,or portion thereof causing such Ediz.amd.doc 12/2/97 2 r ' ' �.4 interference,until such time as the interference is cured. The City shall require that any agreement with such other provider shall include a provision requiring compliance by such other provider with the provisions of this Section." "12. Lessee will be solely responsible for and will defend,indemnify,and hold the City,its agents,and employees harmless from and against any and all direct claims,costs,and liabilities,including reasonable attorney's fees and costs, arising out of or in connection with the cleanup or restoration of the Site associated with the Lessee's use of Hazardous Materials. The City will be solely responsible for and will defend,indemnify,and hold Lessee,its agents,and employees harmless from and against any and all direct claims,costs,and liabilities,including reasonable attorney's fees and costs, arising out of or in connection with the removal,cleanup,or restoration of the Property with respect to Hazardous Materials from any and all sources other than those Hazardous Materials introduced to the Site by Lessee,its agents,or employees, or by anyone else other than the City during the terms of the lease. "Hazardous Materials"means asbestos or any hazardous substance,waste, or materials as defined in any federal,state,or local environmental or safety law or regulation including,but not limited to,CERCLA. The obligations of this Section shall survive the expiration or other termination of this Lease." "13. This Agreement shall run with the Property and shall be binding on and inure to the benefit of the parties,their respective successors, personal representatives and assigns. Lessee shall have the right to assign or transfer this Lease to any parent,subsidiary or affiliate entity of Lessee,specifically including, but not limited to,the communications entities which may emerge from the joint venture pending between U S WEST,Inc. and AirTouch Communications,Inc., which assignment,or transfer shall fully release Lessee from any further obligations or liability under the terms of this Lease commencing on the effective date of the assignment,or transfer. Lessee will promptly notify the City of the assignment or transfer of the Lease,the name and address of the parent, subsidiary or affiliate entity receiving the assignment or transfer, and the effective date of the assignment or transfer." 6. The last sentence of the Lease shall be modified as follows"This Lease,consisting of three pages,has been executed in duplicate with an original Lease delivered to each party." The rest of the sentence shall be deleted. 7. Except as expressly amended herein,all terms and provisions of the Agreement shall remain unchanged and in full force and effect. Edmamd.doc 12/2/97 3 .y IN WITNESS WHEREOF,the parties hereto have executed this instrument as signed and dated below. I Port Y: Its: / Date: LESSEE: Seattle SMSALimited Partnership By: T NewVector Group,Inc., gen ral p tner By: Its: Co_roo+rate Real Estate Manager Date: 12 Zl 1 Edmamd.doc 12/2/97 4 Second Amendment to Communications Site Facility Use Lease Between City of Port Angeles and Seattle SMSA Limited Partnership&$/a Verizon Wireless ORIGINAL This is a Second Amendment to the Communication Site Facility Use Lease dated February 12, 1993 (Lease), by and between the City of Port Angeles ("City") and Seattle SMSA Limited Partnership d/b/a Verizon Wireless ("Lessee") as successor-in-interest to San Juan Limited Partnership, and the First Amendment to said Lease dated December 16, 1997. WHEREAS, the parties wish to amend the Lease to modify the Lessee's use as provided herein, WHEREFORE,the parties in consideration of the mutual covenants contained herein,hereby agree as follows: 1. That the provisions of Section 1 and 2 of the Lease, as amended, shall be replaced with the following language: The Lessee shall have the right to enlarge its 12'x 20'equipment building("Lessee Building")at the City of Port Angeles Radio Site("Site")located at 850 Ediz Hook Road, as defined in Exhibit"C"attached to this Lease. Lessee shall have the right to expand the existing 12'x 20'building by 8 feet to become a 12'x 28'equipment building. The contents of the Lessee Building may include, radio transmission and related equipment, batteries, generator equipment and an antenna array located on the roof of the Lessee Building. The Equipment Building shall be constructed by Lessee in compliance with all City ordinances. 2. The language in Section 7 of the lease shall be modified as follows: The annual rental fee for the above described use shall be One Thousand Eight Hundred dollars($1,800.00), commencing on July 1,2002 and payable on July 1st of each year. The annual rent shall be increased by four percent(4%)on July 1"of each year of the Lease term. In addition to the annual rental Verizon Wireless, or its successor in interest shall reimburse the City for its proportionate share of rip rap nourishment costs assessed by the Corps of Engineers. Lessee's proportionate share shall be determined by dividing length of the building (28 feet) by the total linear lease footage (10,800 feet) which equals .00259; times the amount assessed to the City.The rip rap nourishment is performed approximately every five(5)years. 3. Except as expressly amended herein,all terms and provisions of the Agreement and the First Amendment thereto remain unchanged and in full force and effect. ' Y 1 4. The following notice provision shall be added as Section 11 of the Agreement: Seattle SMSA Limited Partnership d/b/a Verizon Wireless 180 Washington Valley Road Bedminster,New Jersey 07921 Attn: Network Real Estate Telephone: (908)306-7000 IN WITNESS WHEREOF, the parties hereto have executed this instrument as signed and dated below: LESSOR: City of Port Angeles By: Its: Date: LESSEE: Seattle SMSA Limit e P nership d/b/a Verizon Wireless OF By: Cellco P i General Partner By: t F: flP Its: Awa. U.S., Q?$tA C6(02M Date: 19 D'Z .4 LESSOR ACKNOWLEDGEMENT STATE OF ss. COUNTY OF 8L&LJ-a rry ) On this Alf"- day of ,2002,before me a Notary Public in and for the State of W ,� /'r fpersonally appeared �c , personally knowA to me(or proved to me on the basis of satisfactory evidence)to be f&person who executed this instrument, on oath stated that he/she was authorized to execute the instrument, and acknowledged it as the " y of the City of Port Angeles,to be the free and voluntary act and�deed of said party for the uses and purposes mentioned in the instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. NOTARY P IC in and for the State of �y,9 residing at c.&e ) My appointment expire oto oz. Print Name—}'h y /1��s h�f3 5 c-E2 LESSEE ACKNOWLEDGMENT STATE OF CALIFORNIA ) ss. County of ) On this day of ,2002,before me a Notary Public in and for the State of ,personally appeared Robert F. Swaine personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose names is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s) acted, executed the instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. NOTARY PUBLIC in and for the State of residing at My appointment expires Print Name EDIZ HOOK AWS veri�w;reless CONSTRUCTION DRAWINGS VOrlZenwireless PROJECT DATA PROJECT CONTACTS DRAWING INDEX SITE ADDRESS: 850 EDIZ HOOK RD. GOVERNING CODES APPLICANT SHEET DESCRIPTION P* PORT ANGELES,WA 98362 VERIZON WIRELESS CASCADIA PM IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 3245 158TH AVE MS 231 T1.0 TITLE SHEET LATITUDE: 48-08-30.33 N BELLEVUE,WA 98008 3322 SOUTH BAY ROAD NE LONGITUDE: 123-26-07.67 W NEC-2008,NATIONAL ELECTRICAL CODE T2.0 GENERAL NOTES OLYMPIA,WA 98506 SOURCE: VZW SMR PROPERTY OWNER A1.0 OVERALL SITE PLAN PH360.438.8002 DATUM: NAD 83 ADA COMPLIANCE CITY OF PORT ANGELES INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. PO BOX 1150 A2.0 ELEVATION JURISDICTION: CLALLAM COUNTY HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PORT ANGELES,WA 98362 A3.0 ENLARGED ANTENNA PLANS APN: 0630000004005004 1 , ZONING CLASSIFICATION: P_PBP STRUCTURE OWNER VERIZON WIRELESS �- - - GROUND ELEVATION: 10'AMSL 3245158TH AVE MS 231 DRAWING LEGEND �t //��TT�n�Tj�� TOP OF(E)SHELTER ROOF: 10'AGL BELLEVUE,WA 98008 MC SQUARED .vconro OCCUPANCY GROUP: U PRINCIPAL ENGINEER --- --- SUBJECT PROPERTY LINE CONSTRUCTION TYPE: II-B NETWORK CONSTRUCTION ADJACENT PROPERTY LINE VERIZON WIRELESS LEASE AREA EL S2 3245 158TH AVE MS 231 P 9 BELLEVUE,WA 98008 COAX- - OAX (E)COAX ROUTE ��ab oe � 9 HYBRID (N)HYBRID CABLE ROUTE 4� PROJECT SUMMARY DRIVING DIRECTIONS ZONING AND PERMITTING CONSULTANT T TELCO ROUTE CASCADIA PM -T/P- TELCO/POWER ROUTE 733 SEVENTH AVENUE,STE 209 - P POWER ROUTE KIRKLAND,WA 98033 F FIBER ROUTE 20 0 THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: FROM SEATTLE INTERNATIONAL AIRPORT: KATHRYN BECK PH:425.828.1008 -F/P-P FIBER/POWER ROUTE ss��L 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY 1. MERGE ONTO WA-518 E(1.6 MI) - --- EXISTING FENCE 2. TAKE THE EXIT ONTO I-5 S(21.6 MI) SITE ACQUISITION CONSULTANT 02/03/14 2. PROPOSED INSTALLATION OF THREE(3)PANEL ANTENNAS,THREE(3)RRU'S, 3. TAKE EXIT 132B FOR WASHINGTON 16 W TOWARD BREMERTON(0.6 MI) CASCADIA PM 5501 NE 109TH CT,STE A-2 THREE(3)TMA'S,TWO(2)SURGE PROTECTORS(ONE(1)AT ANTENNAS AND ONE 4. KEEP LEFT TO CONTINUE ON WA-16 W(26.9 MI) CPM PROJECT NO 6768 VANCOUVER,WA 98662 (1)ON SHELTER)WITH ASSOCIATED HYBRID CABLE/COAXIAL CABLE. X 5. CONTINUE ONTO WA-3 N(25.1 MI) PAMELA TURNER X X ELEVATION MARKER PRELIMINARY 3. VERIZON WIRELESS OPERATES THEIR ANTENNAS ON THE ROOFTOP OF THEIR 6. TURN LEFT ONTO STATE ROUTE 104 W/WA 104 W/HOOD CANAL BRIDGE(15.1 MI) PH:360.567.3790 7. SLIGHT RIGHT ONTO THE RAMP TO HWY 101 N/US-101 N/OLYMPIC HWY(0.3 MI) NO. DATE D/C DESCRIPTION EQUIPMENT SHELTER. THERE IS AN ADJACENT TOWER THAT HOLDS THE GPS STRUCTURAL ENGINEER 0 10-08-13 JS/EG LOP:/ CD REVIEW ONLY. 8. KEEP RIGHT AT THE FORK,FOLLOW THE SIGNS FOR US-101 N AND MERGE MC SQUARED INC. 3 12-02-13 JS/EG CM COMMENT ONTO HWY 101 N/US-101 N/OLYMPIC HWY(35.0 MI) 1235 E 4TH AVE,SUITE 101 X X SECTION MARKER 4 01-24-14 EG/EG CLIENT COMMENT 9. TURN RIGHT ONTO E FRONT ST(2.0 MI) OLYMPIA,WA 98506 10.SLIGHT RIGHT ONTO MARINE DR(2.0 MI) MICHAEL SZRAMEK SUBMITTAL 11.CONTINUE ONTO EDIZ HOOK RD(0.8 MI) PH:360.754.9339 NO DATE DIC DESCRIPTION 0 02-03-14 1EGIEGI BP SUBMITTAL ESTIMATED TIME: 2 HOURS 29 MINUTES ESTIMATED DISTANCE: 133 MILES SITE NAME PROJECT VICINITY MAP EDIZ HOOK AWS SITE ADDRESS 850 EDIZ HOOK RD. PORT ANGELES,WA.98362 APPROVAL LIST SHEET TITLE TITLE SIGNATURE DATE €a- PROPERTY OWNER TITLE ` PROJECT LOCATION VZW REPRESENTATIVE SHEET r, 16.39° PROJECT MANAGER /h- y w N SITE ACQUISITION TN MN SHEET NO. ZONING w" W T1 .0 Vy E CONST.MANAGER RF ENGINEER S AAV MANAGER GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET "- wireless 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D) LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY CAB CABINET MW MICROWAVE 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CASCADIA PM APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS CL CENTERLINE NEC NATIONAL ELECTRICAL CODE COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC WIRELESS OR THE ARCHITECT/ENGINEER. 3322 SOUTH BAY ROAD NE AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT OLYMPIA,WA 98506 SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO PH:360.438.8002 SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CO COPPER N/A NOT APPLICABLE CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY 1 ®�I CONC CONCRETE OC ON CENTER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS. COND CONDUIT OD OUTSIDE DIAMETER UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND -�! WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OF OVERHEAD POWER IMC SQUARED! IINCOAPORATBDI 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES D/C DRAFTER/CHECKER PL PROPERTY LINE ` oV WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER THE WORK. s 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT 20 0 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. DN DOWN PROP PROPERTY /CNAL THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, DTL DETAIL PT PRESSURE TREATED 02/03/14 ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RO ROUGH OPENING 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, CPM PROJECT NO.: 6768 RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHT OF WAY IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. PRELIMINARY A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. O. DATE D/C DESCRIPTION PROJECT COMPLETION. ELEV ELEVATION REQ REQUIRED 0 10-08-13 JS/EG 90%CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 3 12-02-13 JS/EG I CPM COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER 4 101-24-14 EG/EG CLIENT COMMENT OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET DESIGN AUTHORITY AND THE BUILDING OFFICIAL. 8UBMITTAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SHT SHEET O. DATE D/C DESCRIPTION C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 0 02-03-14 EG/EG BP SUBMITTAL 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTI9LITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SQ SQUARE 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET _ SS STAINLESS STEEL MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL SITE NAME 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL EDIZ HOOK AWS SPECIAL INSPECTION A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GW13 GYPSUM WALL BOARD TOM TOP OF MASONRY INSPECTOR. SITE ADDRESS 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH 850 EDIZ HOOK RD. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER PORT ANGELES,WA.98362 STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",9TH EDITION. GRND GROUND TNND TINNED 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING,VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. STANDARD CUT WASHERS. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA HT HEIGHT UNO UNLESS NOTED OTHERWISE GENERAL NOTES IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE REQUIRED GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN INSUL INSULATION VERT VERTICAL SHEET NO. CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL WORKMANSHIP PROVISIONS. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS. INT INTERIOR WP WATERPROOF /, s A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT JBOX JUNCTION BOX W/ WITH L HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICBO REPORT. LB(S) POUND(S) W/O WITHOUT NOTE: SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL IMAGES,DEED AND SITE PHOTOS. "- wireless _ --- — ---W EDIZ HOOK RD — -- - — — _ CASCADIA PM INGRESS I EGRESS FROM W EDIZ HOOK RD 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PH:360.438.8002 P P ' p p O P ..� P P P P P P P = = _ p P—P— P P P - I MC SQUARED; ® �INCORPO RATS D� PN:0630000004005004 ZONE:P_PBP ® PSL S29 l® VERIZON WIRELESS PROJECT AREA 01 V�� SEE SHEET A1.1 ?. ® ® 0 0 ® 02/03/14 I CPM PROJECT NO.: 6768 PRELIMINARY ®® ® ® ® ® ®V® ® ® ® ® ®® O. DATE DS/EG/E DESCRIPTION 0 10-08-13 J 90/CD REVIEW 3 12-02-13 JS/EG CPM COMMENT 4 01-24-14 EG/EG I CLIENT COMMENT SUBMITTAL O. DATE D/C DESCRIPTION 0 02-03-14 EGIEG BP SUBMITTAL SITE NAME EDIZ HOOK AWS SITE ADDRESS 850 EDIZ HOOK RD. PORT ANGELES,WA.98362 SHEET TIRE PORT ANGELES HARBOR J 16.39- OVERALL N SITE PLAN TN MN W E /ASSHEET NO. S / B ® s 1 OVERALL SITE PLAN SCALE:1"=20'-0"(11X17) 0' 20' 40' SCALE:1"=10'-0"(22X34) i P per— P—P—P— P P P P P P P P P P P i P m —P P P P � wireless (E)OH POWER LINE (E)ACCESS GATE (E)UTILITY POLE i x�— x-- x---' 4._5,. 12,_8„ 8'-3 5'-8" N (E)ANTENNA MOUNTING FRAME (E)VERIZON WIRELESS PANEL (E)ACCESS GATE TO BE UPDATED PER ANTENNAS(TYP) CASCADIA PM STRUCTURAL ANALYSIS 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PH:380.438.8002 (E)EQUIP.S WIRELESS EOUIP.SHELTER �(E)CHAIN LINK FENCE 1 (N)VERIZON i I (N)VERIZON WIRELESS WIRELESS(AWS) w j SURGE PROTECTOR ANTENNAS(TYP OF 3) " 1 MOUNTED BEHIND ANTENNA SMC SQUARED (TYP OFI) 111 IINCORPORATHD I (N)VERIZON WIRELESS RRU MOUNTED ( ) E OTHER CARRIER P`�` SIA 3 (� BEHIND ANTENNA(TYP OF 3) EQUIP.SHELTER (N)VERIZON WIRELESS(TMA) ` ^� MOUNTED BEHIND 700 UPPER ce ANTENNA TO(E)PIPE MOUNT (TYP OF 3) s 20 0 1 i 02/03/14 A2.0 I NN (E)ANTENNA MOUNTING FRAME CPM PROJECT NO.: 6768 TO BE UPDATED PER STRUCTURAL ANALYSIS PRELMNARY O. DATE D/C DESCRIPTION 0 10-08-13 JS/EG 90%CD REVIEW 3 12-02-13 JS/EG I CPM COMMENT I 4 101-24-14 EG/EG I CLIENT COMMENT SUBMITTAL O. DATE I D/C I DESCRIPTION 0 02-03-14 EG/EG BP SUBMITTAL w (1)(N)SURGE PROTECTOR TO BE MOUNTED ON(E)EQUIP.SHELTER. SITE NAME (E)VERIZON WIRELESS EDIZ HOOK AWS MW ANTENNA (E)OTHER CARRIER OWER ON CONC.PAD (E)VERIZON WIRELESS PANEL SrM ADDRESS ANTENNAS(TYP) 850 EDIZ HOOK RD. 012'-1" PORT ANGELES,WA.98362 4,_9„ SHEET TtTLE 2 ` 16.3g° ENLARGED SITE PLAN TN MN 43'-7" W E SHEET NO. S A1 . 1 1 ENLARGED SITE PLAN SCALE:3/16"=,'-0"(11X17) 0' 5' 10' om SCALE:3/8"=1'-0"(22X34) O wireless CASCADIA PM 3322 SOUTH BAY ROAD NE OLYMPIA,198506 PH:360.438.8002 i NOTE: NOTE: ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCE ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCE STRUCTURAL ANALYSIS HAS BEEN COMPLETED. STRUCTURAL ANALYSIS HAS BEEN COMPLETED. IMC SQUARED INCOAPOAATBD 00P�op 'i4r99 (E)OTHER CARRIER TOWER i (E)OTHER CARRIER TOWER 20 0 (E)OTHER CARRIER ANTENNAS (E)OTHER CARRIER ANTENNAS MAL 02/03/14 (E)VERIZON WIRELESS I CPM PROJECT NO.: 6768 (E)VERIZON WIRELESS PANEL ANTENNAS TO REMAIN MW ANTENNA TO REMAIN PRELIMINARY (N)AWS ANTENNA(TYP OF 3) O. DATE I D/C I DESCRIPTION (E)VERIZON WIRELESS 0 10-08-13 JSIEG 90%CD REVIEW PANEL ANTENNAS TO REMAIN (E)VERIZON WIRELESS 3 12-02-13 JS/EG CPM COMMENT MW ANTENNA TO REMAIN 4 01-24-14 1EGIEGICLIENT COMMENT (N)AWS ANTENNA(TYP OF 3) (N)SLED MOUNTED SUBMITTAL ANTENNA MOUNTING POST (N)AWS ANTENNA(TYP OF 3) (TYP OF 1) O. DATE D/C DESCRIPTION 0 02-03-14 EG/EG BP SUBMITTAL (E)&(N)VERIZON WIRELESS (E)&(N)VERIZON WIRELESS ANTENNA TIP HEIGHT d�ANTENNA TIP HEIGHT VARIES-SEE 1/A3.0 VARIES-SEE 1/A3.0 (N)SHELTER MOUNTED (N)SLED MOUNTED SITE NAME ANTENNA MOUNTING POST ANTENNA MOUNTING POST (TYP OF2) (TYPOFI) EDIZ HOOK AWS (E)OTHER CARRIER (1)(N)SURGE PROTECTOR _7V SHELTER TO BE MOUNTED ON(E) (E)BUILDING ROOF LINE SITE ADDRESS (E)BUILDING ROOF LINE EQUIP.SHELTER. 10'-0" 850 EDIZ HOOK RD. 10'-0" (1)(N)SURGE PROTECTOR PORT ANGELES,WA.98362 (E)6'-0"TALL CHAIN LINK TO BE MOUNTED ON(E) FENCED COMPOUND EQUIP.SHELTER. (E)6-0"TALL CHAIN LINK FENCED COMPOUND (E)VERIZON WIRELESS SHELTER (E)VERIZON WIRELESS SHELTER SHEET TITLE ELEVATION '(70'22 EGRADE 0'-0" E GRADE 0'-0" i (10'AMSL) (10'ALM SHEET NO. SCALE:1/8"=1'-0"(11X17) 0' 4' 8' 16SCALE:1/8"=V-0"(11X17) 0' 4' 8' 16' A2 .0 ° 1 1 WEST ELEVATION - PROPOSED SCALE:tl4"=,'-0"(22X34) m us 1 SOUTH ELEVATION - PROPOSED SCALE:1l4"=,'-0"(22X34) (E)700 UPPALPHA ER MUTSECTpR 'lOp° (E)ANTENNA MOUNT ALPHA "wireless A ® AZIMUTH=t 270° AZHA IMUTyECTpR 100° (E)VERIZON WIRELESS ANTENNA (E)850 B TO BE RELOCATED ALPHA SECTO A2/MUTy= R E,Gg 100° kP oil SEC 0 GPMM, 25° TOWER-MOUNTED EQUIPMENT SCHEDULE \ME�PCS R TO WIRELESS ANTENNA MPSgC't00, TO BE RELOCATED SECTOR QUANTITY (N)/(E) SERVICE TYPE ANTENNA MODEL# TIP HEIGHT AZIMUTH MECH. DIMENSIONS WEIGHT GPM UZN� OR EQUIPMENT SPECIFICATION DOWNTILIT PZ\M UQQEFt (E)ANTENNA MOUNT ALPHA 1 (E) PCS A 22.03' 100° 1° 6.1"W X 3.2"D X 48.8'L 10 LBS �1313 '0S° AZIMUTH=t 90° 1 (N) AWS 22.03' 100° 1° 6.0"W X 4.5"D X 48.5"L 10.5 LBS GPMM uSN'2 CASCADIA PM 1 (E) 850 B 22.06 100° 1° 11.2"W X 4.5"D X 94.7"L 24 LBS PZ\M 1 (E) 700 UPPER 22.06 100° 5° 11.2"W X 5.1"D X 94.7"L 24 LBS N m 3322 SOUTH BAY ROAD NE 1 (N) 700 UPPER TMA 9.9"W X 6.4"D X 11"L 22 LBS (E)VERIZON WIRELESS MW ANTENNA OLYMPIA,WA 98506 TO REMAIN PH:360.438.8002 1 (N) AWS RRU 17"W X 7.2"D X 20"L 51 LBS C m 1 (N) SURGE PROTECTOR Z (E)VERIZON WIRELESS(PCS A/C) Z ANTENNAS(TYP OF 3) * D 0 0 , BETA 1 (E) PCS A 22.03' 175° 2° 11.8"W X 4.7"D X 49.8"L 13 LBS °C s ®I (E)VERIZON WIRELESS(850 B) z � c 1 (N) AWS 22.03' 175° 2° 11.8"W X 4.7"D X 48.8"L 13 LBS ANTENNAS(TYP OF 3)TO BE RELOCATED AT ALPHA AND (E)VERIZON WIRELESS(700 UPPER) 7*�� c TT TT���+ 1 (E) 850 B 22.05' 175° 2° 23.6"W X 7.9'D X 94.7"L 50 LBS 1 11ANTENNAS(TMP OF 3) lY1C SQu/'1i�M I 1 (E) 700 UPPER 22.06 175° 2° 23.9"W X 7.9"D X 94.6"L 50 LBS GAMMA SECTORS I I cC ORA?n_ 1 (N) 700 UPPER TMA 9.9"W X 6.4"D X 11"L 22 LBS N 03 m m 03 fn D 03 fit 16.39° 1 (N) AWS RRU 17"WX7.2"DX20"L 51 LBS cD o Dy D o N =rnw =my =mc TN MN p.�L S29 It G GAMMA 1 (E) PCS A 22.03' 250° 3° 6.1"W X 3.2"D X 48.8"L 10 LBS 1�A �A 1t p M W E 1 (N) AWS 22.03 250° 1 3° 6.0"W X 4.5"D X 48.5"L 10.5 LBS 1 (E) 850 B 22.06 250° 3° 11.2"W X 4.5"D X 94.7"L 24 LBS 1 (E) 700 UPPER 22.06 250° 8 11.2"W X 5.1"D X 94.7"L 24 LBS S 1 (N) 700 UPPER TMA 9.9"W X 6.4"D X 11"L 22 LBS 1 SCALE:3/16"=1'-0"(11X17) 0' 5' 10' 20 0 (N) AWS RRU 17"W X 7.2"D X 20"L 51 LBS 2 ANTENNA PLAN - EXISTING 1 NEAREQP. 1 (N) SURGE PROTECTOR SCALE:3/8"=1'-0"(22X34) (i�`^L: 02/03/14 (E)ANTENNA MOUNT E)ANTENNA MOUNT ACP700 UPPER AZIMUTH=t 90° CPM PROJECT NO.: 6768 COAX/FIBER SCHEDULE AZIMUTH=1270° AZIMUTyECTpR PRELIMINARY -,DO° SECTOR QUANTITY NEW OR EXIST. TYPE 7DRPPLEXED SERVICE TYPE (E)PCS A O. DATE D/C DESCRIPTION RD -ALPHA SECT 0 10-08-13 JS/EG 90%CD REVIEW A,B,G 1 NEW 1.09"FIBERIPWR N/A AWS AZIMUT OR 3 12-02-13 JS/EG CPM COMMENT AZIMUTH'100° 4 101-24-14 EG/EG CLIENT COMMENT ALPHA 6 EXIST. 15/8"COAX N/A 700/850/PCS 650 g (M)AWS Arg lE� SOR ALP yq S SUBMRTTAL BETA 6 EXIST. 1 5 a"COAX N/A 700/850/PCS (E) (E) (N) 700 GPMM l', 2y0° A21 yUTyE;o. O. DATE D/C DESCRIPTION 850 PCS AWS UPPER I y\M S p Ig (E 8.5013 0 02-03-14 EG/EG BP SUBMITTAL GAMMA 6 EXIST. 15/8"COAX NIA 700/850/PCS �Nl SEp�p I) ✓ tio ALPHA SEC -r 25 TpR LU w w w C'PZMUZ C P AZIMUTy_100° a s IL a (El P �pR NOTES: j j j GPMM V(t\ 2sr- 50 WIRELEIZON L(N)VERIZON SS(AWS) SURGE PROTECTOR SS 1. NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED z ? ? ? \10p UQQg� ANTENNAS(TYP OF 3) MOUNTED BEHIND ANTENNA SSE NAME TO MATCH EXISTING STRUCTURE IF REQUIRED.VERIFY PAINT IE�G MPU� SEC�250 (TMP OF 1) EDIZ HOOK AWS ° MANUFACTURER AND FINISH WITH OWNER. a RRU TMA pZ\MN' (N)VERIZON WIRELESS RRU MOUNTED 2. TOWER STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS. BEHIND ANTENNA(TYP OF 3)(E)VERIZON WIRELESS MW ANTENNA VERIZON WIRELESS INSTALLATION SHALL NOT START UNTIL w TO REMAIN (N)VERIZON WIRELESS TMA SITE ADDRESS ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL m (TMA) ANALYSIS OR ASSESSMENT. (E) (E) = O Op (E)VERIZON WIRELESS(PCS A/C) MOUNTED BEHIND 700 UPPER 850 EDIZ HOOK RD. DPLX DPLX z w w ANTENNAS(TYP OF 3) ANTENNA TO(E)PIPE MOUNT PORT ANGELES,WA.98362 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING TO REMAIN (TYP OF 3) PLANS,SUBJECT TO OWNER APPROVAL. xQ (N) (E)VERIZON WIRELESS(850 B) 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX O O SURGE ANTENNAS(TYP OF 3)PTCTR TO REMAIN E VERIZON WIRELESS(700 UPPER) SHEET TITLE CABLE PLACEMENT. w W , TANTENNAS O REMAIN(TMP OF 3) ENLARGED 5. RAYCAP DC SURGE PROTECTOR RCMDC-3315 PF 48 TO BE o N> v m tp, 16.39- m .39° ANTENNA PLANS MOUNTED NEAR ANTENNAS,SECTOR TBD. > N m m N m m z Iry m m > �z cDo v �'mi Ivo z xZ =�m =mD cNN ?mc TN MN ,D 0 ucii =�� upiv 30 i viA v A 03 0 0 m W E SHEET NO. C n J cn ANTENNA CONNECTION DIAGRAM S /p//��\� �() ° SCALE:3/16"=1'-0"(11X17) 0' 5' 10' 3s O 1 ANTENNA AND COAX/FIBER SCHEDULES 3 ANTENNA PLAN - PROPOSED SCALE:3/8"=1'-0"(22X34) EDIZ HOOK AWS vin wireless CONSTRUCTION DRAWINGSvenZ2nwireless -1 PROJECT DATA PROJECT CONTACTS DRAWING INDEX SHEET DESCRIPTION SITE ADDRESS: 850 EDIZ HOOK RD. GOVERNING CODES APPLICANT PORT ANGELES,WA 98362 VERIZON WIRELESS CASCADIA PM IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 3245 158TH AVE MS 231 T1.0 TITLE SHEET LATITUDE: 48-08-30.33 N BELLEVUE,WA 98008 T2.0 GENERAL NOTES 3322 SOUTH BAY ROAD NE LONGITUDE: 123-26-07.67 W NEC-2008,NATIONAL ELECTRICAL CODE OLYMPIA,WA 98506 SOURCE: VZW SMR PROPERTY OWNER A1.0 OVERALL SITE PLAN PH:360.438.8002 DATUM: NAD 83 A.D.A COMPLIANCE CITY OF PORT ANGELES INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. PO BOX 1150 A2.0 ELEVATION JURISDICTION: CLALLAM COUNTY HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PORT ANGELES,WA 98362 A3.0 ENLARGED ANTENNA PLANS APN: 0630000004005004 M,7=', ZONING CLASSIFICATION: P PBP STRUCTURE OWNER VERIZO324515 158TH DRAWING LEGEND GROUND ELEVATION: 10'AMSL 3245 158TH AVE MS 231 *� /�T T A D�T� TOP OF(E)SHELTER ROOF: 10'AGL BELLEVUE,WA 98008 :MC SQUARED, ':xconronwrE.n'. OCCUPANCY GROUP: U PRINCIPAL ENGINEER, --- --- SUBJECT PROPERTY LINE CONSTRUCTION TYPE: II-B NETWORK CONSTRUCTION ADJACENT PROPERTY LINE VERIZON WIRELESS LEASE AREA 3245 158TH AVE MS 231 P�oT 9'9 BELLEVUE,WA 98008 COAX (E)COAX ROUTE �� 7 HYBRID (N)HYBRID CABLE ROUTE PROJECT SUMMARY DRIVING DIRECTIONS ZONING AND PERMITTING CONSULTANT T TELCO ROUTE L - CASCADIA PM T/P TELCO/POWER ROUTE 733 SEVENTH AVENUE,STE 209 P POWER ROUTE I KIRKLAND,WA 98033 F FIBER ROUTE 20 0 THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: FROM SEATTLE INTERNATIONAL AIRPORT: KATHRYN BECK F/P FIBERIPOWER ROUTE --- "----- -------- -*----- 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY. 1. MERGE ONTO WA-518 E(1.6 MI) PH:425.88.1008 EXISTING FENCE /4NW L SITE ACQUISITION CONSULTANT 02/03/14 2. TAKE THE EXIT ONTO 1-5 S(21.6 MI) CASCADIA PM 2. PROPOSED INSTALLATION OF THREE(3)PANEL ANTENNAS,THREE(3)RRU'S, 3. TAKE EXIT 132B FOR WASHINGTON 16 W TOWARD BREMERTON(0.6 MI) 5501 NE 109TH CT,STE A-2 CPM PROJECT NO.: 6768 THREE(3)TMA'S,TWO(2)SURGE PROTECTORS(ONE(1)AT ANTENNAS AND ONE 4. KEEP LEFT TO CONTINUE ON WA-16 W(26.9 MI) VANCOUVER,WA 98662 (1)ON SHELTER)WITH ASSOCIATED HYBRID CABLE/COAXIAL CABLE. 5. CONTINUE ONTO WA-3 N(25.1 MI) PAMELA TURNER X X ELEVATION MARKER PRELIMINARY 6. TURN LEFT ONTO STATE ROUTE 104 W/WA 104 W/HOOD CANAL BRIDGE(15.1 MI) PH:360.567.3790 3. VERIZON WIRELESS OPERATES THEIR ANTENNAS ON THE ROOFTOP THEIR 7. SLIGHT RIGHT ONTO THE RAMP TO HWY 101 N/US-101 N/OLYMPIC HWY(0.3 MI) 0. DATE D/C DESCRIPTION EQUIPMENT SHELTER. THERE IS AN ADJACENT TOWER THAT HOLDS THEE GPS STRUCTURAL ENGINEER0 10-08-13 JS/EG 1 90%CD REVIEW ONLY, 8. KEEP RIGHT AT THE FORK,FOLLOW THE SIGNS FOR US-101 N AND MERGE MC SQUARED INC. ONTO HWY 101 N/US-101 N/OLYMPIC HWY(35.0 MI X 3 12-02-13 JS/EG CPM COMMENT ) 1235E 4TH AVE,SUITE 101 X X SECTION MARKER 4 01-24-14 EG/EG CLIENT COMMENT 9. TURN RIGHT ONTO E FRONT ST(2.0 MI) OLYMPIA,WA 98506 10.SLIGHT RIGHT ONTO MARINE DR(2.0 MI) MICHAEL SZRAMEK SUBMITTAL 11.CONTINUE ONTO EDIZ HOOK RD(0.8 MI) PH:360.754.9339 O. DATE I D/C I DESCRIPTION 0 02-03-14!EG/EGI BP SUBMITTAL ESTIMATED TIME: 2 HOURS 29 MINUTES ESTIMATED DISTANCE: 133 MILES SITE NAME PROJECT VICINITY MAP EDIZ HOOK AWS SITE ADDRESS 850 EDIZ HOOK RD. PORT ANGELES,WA.98362 APPROVAL LIST SHEET TIRE TITLE SIGNATURE DATE Ro- PROPERTY OWNER TITLE PROJECT LOCATION SHEET VZW REPRESENTATIVE %a 16.39° `ns PROJECT MANAGER N N. N SITE ACQUISITION TN MN SHEET NO. ZONING w" �s W- y E CONST.MANAGER T1 .0 RF ENGINEER _ S AAV MANAGER GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM wireless INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D) LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY CAB CABINET MW MICROWAVE 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CASCADIA PM APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS CL CENTERLINE NEC NATIONAL ELECTRICAL CODE COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC WIRELESS OR THE ARCHITECT/ENGINEER. 3322 SOUTH BAY ROAD NE AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT OLYMPIA,WA 98506 SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO PH:360.438.8002 SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CO COPPER N/A NOT APPLICABLE CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY CONC CONCRETE OC ON CENTER f ' CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS. COND CONDUIT OD OUTSIDE DIAMETER WITH RLANDLORD'S AUTHORIZED REPRESENTATIVE.COORDINATION WITH THE PROJECT MANAGER AND 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER E THE CONTRACT INCLUDING CONTACT AND :MCC SQUARED; fINCOAPOAATEDI B. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES D/C DRAFTER/CHECKER PL PROPERTY LINE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER THE WORK. s 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT 20 0 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. ON DOWN PROP PROPERTY l%RL THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR DTL DETAIL PT PRESSURE TREATED 02/03/14 LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RD ROUGH OPENING 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, rCPM PROJECT NO.: 6768 RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHTOF WAY IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. PRELUMNARY A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. 0. DATE D/C DESCRIPTION PROJECT COMPLETION. ELEV ELEVATION REO REQUIRED 0 10-08-13 JS/EG 90%CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 3 12-02-13 JS/EG I CPM COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER 4 101-24-14 EG/EG CLIENT COMMENT OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET SUBMITTAL DESIGN AUTHORITY AND THE BUILDING OFFICIAL. 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SHT SHEET 0. DATE D/C DESCRIPTION C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 0 02-03-14 EG/EG BP SUBMITTAL 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UT19LITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SQ SQUARE 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL WE NAME SPECIAL INSPECTION ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL EDIZ HOOK AWS A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL 2, STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GWB GYPSUM WALL BOARD TOM TOP OF MASONRY INSPECTOR. SITE ADDRESS 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH 850 EDIZ HOOK RD. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER PORT ANGELES,WA.98362 STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",9TH EDITION. GRND GROUND TNND TINNED 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING,VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. STANDARD CUT WASHERS. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA HT HEIGHT UNO UNLESS NOTED OTHERWISE GENERAL NOTES IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE REQUIRED GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN INSUL INSULATION VERT VERTICAL SHEET NO. CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL WORKMANSHIP PROVISIONS. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS. INT INTERIOR WP WATERPROOF A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT JBOX JUNCTION BOX W/ WITH T2 .0 HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICBO REPORT. LB(S) POUND(S) W/0 WITHOUT NOTE: SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL IMAGES,DEED AND SITE PHOTOS. "- wireless —W EDIZ HOOK RD -- – _ INGRESS I EGRESS FROM W EDIZ HOOK RD CASCADIA PM 3322 SOUTH BAY ROAD NE -- -- OLYMPIA,WA 98506 PH:360.438.8002 ---–-- p 0– P— P P P P P P P Ik v! I - - _ P P P P P P PP P® I -- ® IMC SQUARED �INCORPORATS DI APN:0630000004005004 ZONE:P_PBP I ® PSL S29 ® i ® VERIZON WIRELESS PROJECT AREA V��04 SEE SHEET A1.1 ® I ® 2200 0 ® ® 02/03/14 ® i ® CPM PROJECT NO.: 6768 ® PRELIMINARY ®®® ® BH ® ® ® ®V® ® ® ® ® ®®® 5. DATE DE DESCRIPTION 0 10-08-13 JS/EG 90%CD REVIEW 3 12-02-13 JS/EG CPM COMMENT 4 01-24-14 EG/EG CLIENT COMMENT SUBMITTAL O. DATE D/C I DESCRIPTION 0 02-03-14 EGIEG BP SUBMITTAL SITE NAME EDIZ HOOK AWS SITE ADDRESS 850 EDIZ HOOK RD. PORT ANGELES,WA.98362 �— SHEETTITLE 163go OVERALL PORT ANGELES HARBOR J N SITE PLAN TN MN W E pSHEET NO. S O 9 6 e 1 OVERALL SITE PLAN SCALE:1"=20'-0"(11X17) 0' 10' 20' 40' SCALE:1"=10'-0"(22X34) I P P P P P PI—P P P P P P P P P P P —P- -p-p- P \—(E)OH POWER LINE "- wireless (E)UTILITY POLE (E)ACCESS GATE 8'_3" 4'_5. 5'-8" N 00 (E)ACCESS GATE (E)ANTENNA MOUNTING FRAME (E)VERIZON WIRELESS PANEL TO BE UPDATED PER ANTENNAS(TYP) CASCADIA PM STRUCTURAL ANALYSIS 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PH:360.438.8002 (E)VERIZON WIRELESS m EQUIP.SHELTER (E)CHAIN LINK FENCE 1 11 I N VERIZON WIRELESS WI VERIZONESS( j ( ) WIRELESS(AWS) SURGE PROTECTOR ANTENNAS(TYP OF 3) ® MOUNTED BEHIND ANTENNA ? MC SQUARED (TYP OF 1) } iINCORpORATEDj (N)VERIZON WIRELESS RRU MOUNTED (E)OTHER CARRIER BEHIND ANTENNA f!I (TYP OF 3) Os 0v kik'9 EQUIP.SHELTER \ (N)VERIZON WIRELESS(TMA) 4 xMOUNTED BEHIND 700 UPPER 0. I ANTENNA TO(E)PIPE MOUNT (TYP OF 3) s 20 0 ICNA 1 € 02/03/14 A2.0 1 N a (E)ANTENNA MOUNTING FRAME y � CPM PROJECT NO.: 6768 O TO BE UPDATED PER STRUCTURAL ANALYSIS PREUrypNARY NO. DATE D/C DESCRIPTION U. 10 08 13 JS/EG 90%CD REVIEW 3 12-02-13 JS/EG CPM COMMENT 4 01-24-14 EG/EG I CLIENT COMMENT I SUBMRTAL NO. DATE D/C DESCRIPTION n 0 02-03-14 EG/EG BP SUBMITTAL 11 N W (1)(N)SURGE PROTECTOR TO BE MOUNTED ON(E)EQUIP.SHELTER. SITE NAME (( (E)VERIZON WIRELESS i EDIZ HOOK AWS MW ANTENNA (E)OTHER CARRIER TOWER ON CONC.PAD t (E)VERIZON WIRELESS PANEL SITE ADDRESS ANTENNAS(TYP) 850 EDIZ HOOK RD. 0 12--l" PORT ANGELES,WA.98362 12.8" 4'_9" O SHEET TITLE 2 16.39° ENLARGED - N SITE PLAN TN MN 43'-7" W E SHEET NO. SCALE:3116"=1'-0"(11X17) 0' 5' S 10' A1 . 1 1 ENLARGED SITE PLAN SCALE:3/8"=1'-0"(22X34) wireless \71 7 CASCADIA PM 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PH:360.438.8002 NOTE: NOTE: ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCE ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCEI ME 1 STRUCTURAL ANALYSIS HAS BEEN COMPLETED. STRUCTURAL ANALYSIS HAS BEEN COMPLETED. = I MC SQUARED IINCO RpORA'i'8 D PEI. s29 of (E)OTHER CARRIER TOWER V� • '9 i (E)OTHER CARRIER TOWER 20 0 (E)OTHER CARRIER ANTENNAS (E)OTHER CARRIER ANTENNAS /CNAL 02/03/14 (E)VERIZON WIRELESS I CPM PROJECT NO.: 6768 (E)VERIZON WIRELESS PANEL ANTENNAS TO REMAIN MW ANTENNA TO REMAIN PRELIMINARY IPTION (E)VERIZON WIRELESS (N)AWS ANTENNA(TYP OF 3) 0 10-08 0. 13 JSIEG 90%CD REVIEW PANEL ANTENNAS TO REMAIN (E)VERIZON WIRELESS 3 12-02-13 JS/EG CPM COMMENT MW ANTENNA TO REMAIN 4 01-24-14 EG/EG CLIENT COMMENT (N)AWS ANTENNA(TYP OF 3) (N)SLED MOUNTED SUBMITTAL ANTENNA MOUNTING POST (N)AWS ANTENNA(TYP OF 3) (TYP OF 1) O. DATE D/C DESCRIPTION 0 02-03-14 EG/EG BP SUBMITTAL (E)&(N)VERIZON WIRELESS (E)&(N)VERIZON WIRELESS ANTENNA TIP HEIGHT ANTENNA TIP HEIGHT VARIES-SEE 1/A3.0 VARIES-SEE,iA3.0 (N)SHELTER MOUNTED (N)SLED MOUNTED SITE NAME ANTENNA MOUNTING POST ANTENNA MOUNTING POST (INGPOSTYP OF ) (TYP OF 1) EDIZ HOOK AWS (E)OTHER CARRIER I LJ IL(1)(N)SURGE PROTECTOR SHELTER TO BE MOUNTED ON(E) (E)BUILDING ROOF LINE (E)BUILDING ROOF LINE EQUIP.SHELTER. 10� 0^ SITE ADDRESS —--- 850 EDIZ HOOK .RD. 9 10'-0" (1)(N)SURGE PROTECTOR (E)6'-0"TALL CHAIN LINK TO BE MOUNTED ON(E) PORT ANGELES,WA.98362 ICYFENCED COMPOUND EQUIP.SHELTER. (E) CE TALL CHAIN LINK FENCED COMPOUND (E)VERIZON (E)VERIZON WIRELESS SHELTER WIRELESS SHELTER SHEET TITLE ELEVATION ! (E)GRADE 0'-0" E GRADE 0'-0" I (10'AMSL) (10'AMSL) SHEET NO. SCALE:1/8"=V-0"(11X17) 0' 4'Imml8' 16' SCALE:1/8"=V-0"(11X17) 0' 4' 8' 16' A2 .0 1 WEST ELEVATION - PROPOSED SCALE:1/4'=,'-0"(22X34> 1 SOUTH ELEVATION - PROPOSED SCALE:1/4"=,'-0"(22X34) (E)700 UPPER ALPHAS MUTNECTOR 1Op° E)ANTENNA MOUNT (E)PCS A ® wireless AZIMUTH=t 270° MUTHECTOR 100° (E)VERIZON WIRELESS ANTENNA (E)850 g TO BE RELOCATED ALPHA SECTOR �l1 JUTy= g508 100° lE� �oR MP SEG 250° GPM UjN TOWER-MOUNTED EQUIPMENT SCHEDULE PZ1Mg�PG`�R ERIZON WIRELESS ANTENNA MPSgGS00, TTOO BE RELOCATED SECTOR QUANTITY (N)/(E) SERVICE TYPE ANTENNA MODEL# MECH. OR EQUIPMENT SPECIFICATION TIP HEIGHT AZIMUTH DOWNTILIT DIMENSIONS WEIGHT GPM�MU�� ER PZ �UPP R (E)ANTENNA MOUNT ALPHA 1 (E) PCS A 22.03' 100° 1° 6.1"W X 3.2"D X 48.8"L 10 LBS 1g�10 SgGO 0` AZIMUTH=t 90° 1 (N) AWS 22.03' 100° 1° 6.0"W X 4.5"D X 48.5"L 10.5 LBS G N. =`5 CASCADIA PM 1 (E) 850 B 22.06 100° 1° 11.2"W X 4.5"D X 94.7"L 24 LBS 1 (E) 700 UPPER 22.06 100° 5° 11.2"W X 5.1"D X 94.7"L 24 LBS N m 3322 SOUTH BAY ROAD NE 1 (N) 700 UPPER TMA 9.9"W X 6.4"D X 11"L 22 LBS (E)VERIZON WIRELESS MW ANTENNA N Z OLYMPIA,WA 98506 TO REMAIN PH:360.438.8002 1 (N) AWS RRU 17"W X 7.2"D X 20"L 51 LBS -CI m 1 (N) SURGE PROTECTOR (E)VERIZON WIRELESS(PCS A/C) u Z ANTENNAS(TYP OF 3) � II��I G O If..1 BETA 1 (E) PCS A 22.03' 175° 2° 11.8"W X 4.7"D X 48.8^L 13 LBS (E)VERIZON WIRELESS(850 B) °z ==T= = ®i 1 (N) AWS 22.03' 175° 2° 11.8"W X 4.7"D X 48.8"L 13 LBS ANTENNAS(TYP OF 3)TO BE (E)VERIZON WIRELESS(700 UPPER) RELOCATED AT ALPHA AND 1 (E) 850 B 22.05' 175° 2° 23.6'W X 7.9•D X 94.7•L 50 LBS ANTENNAS(TYP OF 3) MCI SQUARED: 1 (E) 700 UPPER 22.06 175° 2° 23.9"W X 7.9"D X 94.6"L 50 LBS GAMMA SECTORS I N C O R P O R A?E D 1 (N) 700 UPPER TMA 9.9"W X 6.4"D X 11"L 22 LBS N m m a m ji1 N m�t1 16-39- 1 (N) AWS RRU 17•W X 7.2•D X 20"L 51 LBS C a O IV D D o N If =�W =my c: 0=mC TN MN p.E�' `42A �` 01 " 0 6 �i ��v V kr ENEARE 1 (E) PCS A 22.03' 250° 3° 6.1'W X 3.2•D X 48.8•L 10 LBS cin;1 -0 A A W E bR 1 (N) AWS 22.03' 250° 3° 6.0"W X 4.5"D X 48.5"L 10.5 LBS 1 (E) 850 B 22.06 250° 3° 11.2"W X 4.5"D X 94.TL 24 LBS 1 (E) 700 UPPER 22.06 250° 8° 11.2"W X 5.1"D X 94.7"L 24 LBS S 1 (N) 700 UPPER TMA 9.9"W X 6.4"D X 11"L 22 LBS 20 0 1 (N) AWS RRU 17"W X 7.2"D X 20"L 51 LBS 2 ANTENNA PLAN - EXISTING SCALE:3/16"=,'p"c„X,7> S 1p 1 (N) SURGE PROTECTOR SCALE:3/8"=1'-0"(22X34) 1QrAL 02/03/14 (E)ANTENNA MOUNT SE)ANTENNA MOUNT r AL70 3 PpER AZIMUTH=t 90° CPM PROJECT NO.: 6768 PHACOMFIBER SCHEDULE AZIMUTH _ �IM1i 1pp°OR zPREUABNARY O. DATE DI/EG DESCRIPTION SECTOR QUANTITY NEW OR EXIST. TYPE DIPLEXED/ SERVICE TYPE (E)PCS q o TRIPLEXED MID A,B,G 1 NEW 1.09"FIBERIPWR N/A AWS gZ/MUSECT 0 T10-08-13 JS/EG 90/CD REVIEW OR 3 12-02-13 1JS/EG1 CPM COMMENT H=l00. 4 01-24-14 IIEG/EGI CLIENT COMMENT ALPHA 6 EXIST. 15/8"COAX N/A 700/850/PCS �E18.lQR Q11 30 ALPHASAS$ SUBMRTAL seq BETA 6 EXIST. 15/8"COAX N/A 700!850/PCS g50 PCS AWS UPPER GPM H U1N 250° SECTOR 100. O. DATE D/C DESCRIPTION P� (E)85013 0 02-03-14 EG/EG BP SUBMITTAL GAMMA 6 EXIST. 1 5/8"COAX N/A 700/850/PCS �1 SECIO9, RD ALPHA SECT MP 25 A21 OR III w w w GP�`MUZ C P MUTy;100° a a a a �G1P ?pR NOTES ? ? ? ? P�MP,S 250° (N)VERIZON (N)VERIZON WIRELESS z z z z G Py\MU! PER WIRELESS(AWS) SURGE PROTECTOR SITE NAME 1. NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED 100 UP AOR ANTENNAS(TYP OF 3) MOUNTED BEHIND ANTENNA TO MATCH EXISTING STRUCTURE IF REQUIRED.VERIFY PAINT p SEG 250° (TYP OF 1) ED IZ HOOK AWS MANUFACTURER AND FINISH WITH OWNER. a^ RRU TMA G pZM USN' (N)VERIZON WIRELESS RRU MOUNTED i BEHIND ANTENNA(TYP OF 3) 2. TOWER STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS. (E)VERIZON WIRELESS MW ANTENNA VERIZON WIRELESS INSTALLATION SHALL NOT START UNTIL w x TO REMAIN SITE ADDRESS ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL Y O O (N)VERIZON WIRELESS(TMA) ANALYSIS OR ASSESSMENT. (E) (E) x U U (E)VERIZON WIRELESS(PCS A/C) MOUNTED BEHIND 700 UPPER 850 EDIZ HOOK RD. DPLX DPLX z w w ANTENNAS(TYP OF 3) ANTENNA TO(E)PIPE MOUNT PORT ANGELES,WA.98362 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING TO REMAIN (TYP OF 3) PLANS,SUBJECT TO OWNER APPROVAL. (N) (E)VERIZON WIRELESS(850 B) O O SURGE ANTENNAS(TYP OF 3) SHEET TITLE 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX U U PTCTR TO REMAIN (E)VERIZON WIRELESS(700 UPPER) CABLE PLACEMENT. w w ANTENNAS(TYP OF 3) TO REMAIN ENLARGED 5. RAYCAP DC SURGE PROTECTOR RCMDC-3315-PF-48 TO BE g IN m D m m 16.39° MOUNTED NEAR ANTENNAS,SECTOR TBD. m a -I m m w c z i o am �? ;o N ANTENNA PLANS _ =z ?mw C: c:mag �No TN MN Z cn µa 1-x-0 �ia �M� A"1�0 o p c p -�� -O ��A W E SHEET NO. °C N ANTENNA CONNECTION DIAGRAM z $ SCALE:3/16"=1'-0"(11X17) 0' 5' 10A3.0 ' 1 ANTENNA AND COAX/FIBER SCHEDULES 3 ANTENNA PLAN - PROPOSED SCALE:3/8"=,'p"(22X34) Address: 850 Ediz Hook Rd Cell PREPARED 11/24/14, 9:30:55 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/24/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 850 EDIZ HOOK RD CELL SUBDIV: CONTRACTOR MACDONALD MILLER FAC SOL INC PHONE (425) 603-2251 OWNER AIRTOUCH CELLULAR PHONE PARCEL 06-30-00-0-0-0400-5004- APPL NUMBER: 14-00000468 COMM MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL, PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 11/24/14 LL MECHANICAL FINAL �. November 21, 2014 9:11:36 AM pbarthol. Brad 206-255-7610 ***CALL FIRST SO HE CAN MEET YOU TO UNLOCK TO GATE**** -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000468 Date 5/16/14 Application pin number . . . 112160 Property Address . . . . . . 850 EDIZ HOOK RD CELL ASSESSOR PARCEL NUMBER: 06-30-00-0-0-0400-5004- REPORT SALES TAX Application type description COMM MECHANICAL PERMIT Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . INDUSTRIAL HEAVY Application valuation . . . . 10000 (Location Code 0502) ---------------------------------------------------------------------------- Application desc REPLACE 2 EXISTING A/C UNITS WITH 2 DUCTLESS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AIRTOUCH CELLULAR MACDONALD MILLER FAC SOL INC DBA VERIZON WIRELESS MS231 7717 DETROIT AVE SW 15900 SE EASTGATE WY SEATTLE WA 98106 BELLEVUE WA 98008. (425) 6.03-2251 ----------------------------------=----------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . RPL 2 AC UNITS W/2 SINGLE PACK Permit Fee . . . . 79.60 Plan Check Fee .00 Issue Date . . . . 5/16/14 Valuation . . . . 0 Expiration Date 11/12/14 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 29.60 ---------------------------------------------------------------------------- Special Notes and Comments May 12, 2014 4:51:17 PM sroberds. The proposal will replace 2 wall mounted units and 2 new AC units in the PBP zone. The primary activity is a CUP approved by the Planning Commission. ------------------------------------ ------------------------------- UV Fee summary Charged Paid Credited Due - ---------------- ---------- ---- V Permit Fee Total 79.60 79.60 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 79.60 79.60 .00 .00 e Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footin !Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit �. CITY OF PORT ANGELES DEPARTMEN'T OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 CAST 5TH STREET, PORT"ANGELLS,WA 98362 Application Number . . . . . 14-00000468 Bate 5/16/14 Application pin number . . . 112160 Property Address . . . . . , 850 EDIZ HOOK RD CELL ASSESSOR PARCEL NUMBER: 06-30-00-0-0-0400-5004- REPORT SALES TAX Application type description COW MECHANICAL PERMIT Subdivision Name . . . . . . on your state excise tax form Property Use to the City of Port Angeles Property Zoning . . . . . INDUSTRIAL HEAVY Application valuation . . . . 10000 (Location Code 0502) ---------------------------------------------------------------- - Application desc REPLACE 2 EXIST.INQ A/C UNITS WITH 2 DUCTLESS Owner Contractor AIRTOUCH CELLULAR MACDONALD MILLER FAC SOL INC DSA VERIZON WIRELESS MS231 7717 DETROIT AVE SW 15900 SE FASTGATE WY SEATTLE WA 98106 BELLEVUE WA 98008 (4251 603-2251 Permit . . . . . . MECHANICAL PERMIT Additional desc RPL 2 AC UNITS W/2 SINGLE PACK Permit Fee . . . . 79,60 'Plan Check Fee .00 Issue Date: 5/16/14 Valuation 0 Expiration Date 11/12/14 ttty Unit Charge Per Extension BASE FEB 50.00 2.00 14.6000 EA ME-FURN/HP/FAU < OR ; 5 TON 29..60 Special Notes and Comments May 12,2014 4:51:17 PM sroberds. The proposal will replace 2 wall mounted units and 2 new AC units in the PBP zone. The primary activity it a CUP approved by the Planning Commission. --------------------- ------------------------------------------------------ Fee - ------------ ------_wFee summary Charged Paid Credited Due Permit Free Total 79.60 79.60 00 .00 Plan Check Total .0o .00 .00 .00 Grand Total 79.60 79.60 .00 .CSO Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced.within 180 Clays,if construction or work is suspended or abandoned' for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that t have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of'a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division!Building Permit THE CITY OFP A ORT NGELES. For City Use Permit# WASH IN G T O N , U . S . Date Received: lei 'l 321 East St' Street / Port Angeles, WA 98362 Date Approved P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Applicai,ton Project Address: 850 EDIZ HOOK ROAD PORT ANGELES, WA 98362 Main Contact: DARLA DOLL/MACDONALD MILLER Phone # (206) 768-4278 E-Mail: darla.doll@macmiller.com Property NamVEPhone RIZON WIRELESS (425) 603-2251 Owner Mailing Address Email PO BOX 2167 NA city State Zip FOLSOM CA 95763 Contractor Name Phone ACDONALD MILLER 206 768-4278 Mailing Address Email 7717 DETROIT AVE SW darla.doll@macmiller.com city State Zip SEATTLE WA 98106 Contractor License# MACDOFS980RU Expiration: 01/03/2015 Project Value: Zoning: Tax Parcel# Lot# $ 10,000 11 0630000004005004 5 Type of Residential ❑ Commercial ® Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction ❑ Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No ® 9 FT 0 0 Project Remove 2) existing AC Wall Mounted Units and Reinstall (2)new 3.5-ton Single Package Vertical Description AC Units. I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature 04/09/2015 DARLA DOLL LTND SAHL 1201 First Avenue South,Suite 310 Seattle,Washington 98134 206-4025156 wwwlundopachl.com STRUCTURAL CALCULATIONS MacDonald Miller '1: BARD H42-H60 850 Ediz Hook Rd Port Angeles, WA 98362 3/31/2014 A. 0 �V WAS O 2242 A�`rSIONAL 3/31/14 1201 1st Avenue South+ Suite 310 + Seattle,WA 98134 + 206.402.5156 + www.lwo-se.com ZUND S�C HL 1201 First Avenue South,Suite 310 Seattle, Washington 98134 208-402SISS v -I ndapsahl_cow Site Address 850 Ediz Hook Rd Port Angeles,WA 98362 Unit Being Installed BARD H42-H60 Wunit= 460 Attaching to new 4x4 studs Seismic Design Criteria (From USGS Hazard Calculator) SDS= 1.033 Unit attachment is OK per Appendix Calculations Unit Attachment Attach to new mechanical units with (10) 3/8" diameter X 3" long lag screws into new 44 DF No. 2 or better wood posts. Attach wood posts to top and bottom plates with two Simpson A35 clips each end.See attached sketch. Unit Attachment OK per appendix Calculations 1201 1st Avenue South+ Suite 310 + Seattle,WA 98134 + 206.402.5156 + www.lwo-se.com UND PSAHL 1201 Fust Avenue South,Suite 310 Seattle, Washington 98134 206-4025156 w .I.ndopsohl_mrn Design Maps Summary Report Print View Detailed Report User-Specified Input Report Title Ediz Hook Mon March 31, 2014 18:27:10 UTC Building Code Reference Document 2012 International Building Cade (which utilizes USES hazard data available in 2008) Site Coordinates 48.121380N, 123.44506°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I,iII/III Smi 5000m ' FRESHWATER BAY - pPortales 12 y Po..a E. p =tV fl R T a° AMERICr""� - f?!, {101'. �- mali7gUQ5t 020141 O MapQuest USGS-Provided Output Ss = 1.549 g S„5 = 1,549 g Sos = 1.033 g S, = 0.626 g 5,11 = 0,938 g SDI = 0,626 g For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted) and deterministic ground motion=_ in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCEa Response Spectrum Design Response Spectrum 1.76 1.60 1.10 l.dA 0.99 1.28 0.88 1.12 0.77 to 0.96 0.66 tM 0.80 M0.55 rA 0.64 0.44 0.48 0.33 0.32 0.22-- 0.16 0.11 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period,T(sec) Period,T(sec) 1201 1st Avenue South+ Suite 310 + Seattle,WA 98134 + 206.402.5156 + www.lwo-se.com i �C1ST�a fs 'roP P S"Psaw; Pow PES. 4 c�T i 'JI 3 h- F i 3 t (E� ,p Q6kT \QGkj arc "VT � I A T T V ND 4s, ii L 1201 First Avenue South,Suite 310 Seattle,Washington 98134 206402.5156 w .lundopsahl.mm Designer Sheet i i i it f i f 3 S------------ 3 ct' � � ,. �r ND i 1 { s i i 1201 First Avenue South,Suite 310 No f`ac�r Seattle,Washington 98134 206-402-5156 www.lmdopsahl.com �Et.J t�.�1F�t..t- A�//C. 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S A ti t T ©dc . � ----- ND AHL -_ _ _ __ _ __ __ _ ____ ___ .._ -- --_ ____-_ _. „t. 1201 First Avenue South,Suite 310 ...._ _.. -._..... -..._.__... ..-.__..-..__ ___.._..__.____ ......-_.._.. _.... :.. Seattle,Washington 98134 206-402-5156 w .lundopsahlxom gq_,.; S,�a�SaN M Arc S�� 0�.,1 .GL1Q ., .- z IPIb C'L . ��� _ --- _.__.. SAIL 1201 First Avenue South,Suite 310 tioyccr<%� f'.tt Seattle,Washington 98134 w 206-402-5156 vlundopsahl.00m :::v;. (o cy) V 0 m---------------- gm -mg W41 000, N-2 Jw,� -lm K r, w mw q 11 023-005,412m, m R- r "a 011N� It _1121 3! �­---, 10 11,AN W_ _11 h F116 2m-8oM2E", ­7"'TT AQ, 0 < Mk 0-cc m K A E, IR Eml n o-v,i a Bill FR ."llm gg ME bftNW$� � � i 1_-'�ii 1_"�111 -.11 a 4- E"E -1 flo-s- 0 �kgpwrti s" _Q I .I..... -xi 1-0-1 11'a 61A mm MIN, M." 11 ,Ns R_ (o El A.nv AT 6AI­ FaRp I. -, " �a 6 00 SOUND 05 BARD NOM CAPACITY(MBH) HEAT EVAP FAN EER ELECTRICAL WT 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO c4 E C/) NO. MODEL NO. TONS TOTAL SENSIBLE KW I STG CFM VOLT/PH MCA LBS 1 POWER 1 NOTES ............ 0 ILL ................... ................................................... ....................... .................................. VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. C D 0 1200 9.5 1 208-230/1 32 460 NEW,1-7 L(L SEE, ch AC-1 H42L2-AO5TPXXXJ 3.5 40.5 31.3 5 1 1111-11.111.1.11-11 T-------.------ ..................................................... ............... .............................. ............................................... ........ b NEW,1-6,8 AC-2 H42A2-AO5TPXXXJ 3.5 40.5 31.3 5 1200 9.5 208-230/1 1 32 460 ...................... 2. MATERIALS,METHODS,AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2012 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE,INTERNATIONAL BUILDING CODE, INTERNATIONAL F RE cu rj) U) 0 < CODE AND STATE AND LOCAL CODES AND ORDINANCES. cc E NOTES: 0, 0 A 1. INTEGRAL 100%AIRSIDE ECONOMIZERWITH FIX DRY BULB CONTROLS. 3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2012 IMC AND WITH CURRENT SMACNA STANDARDS.EARTHQUAKE BRACE ALL DUCTS 28"DIA AND LARGER WHICH ARE r > C) < (o z 2. WITH MINIMUM OUTSIDE AIR OF 100 CFM. SUSPENDED MORE THAN 12"BELOW STRUCTURAL SYSTEM. 0 .-1 rl� 'A CD 3. WITH OWNER SUPPLIED BARD MV4000-B UNIT CONTROLLER FOR LEAD/LAG UNIT OPERATION TWO NEW AC UNITS. (-_- CN 4. UNIT TO PROVIDE 24/7 COOLING FOR DEDICATED UNSTAFFED WIRELESS EQUIPMENT SHELTER. 4. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. _IV, cu < 5. INSTALL MFG'S SUPPLY AND RETURN AIR GRILLES PROVIDED WITH UNIT. 0 6. INSTALL PER MANUFACTUREITS INSTALLATION INSTRUCTIONS AND STRUCTURAL CALCULATION REQUIREMENTS. 5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS,PER 2012 WASHINGTON STATE ENERGY CODE,COMMERCIAL PROVISIONS CL 7. WITH LEFT HAND CONTROLS. DUCT WRAP,WHERE INDICATED,SHALL BE 1 1/2"0.75 LBICU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM.FOIL VAPOR BARRIER(R-6 MIN.). 8 m 18. WITH RIGHT HAND CONTROLS. SOUND LINING,WHERE INDICATED,SHALL BE 1-1.5 LB/CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM(R-6 MIN.). DUCT BOARD,WHERE INDICATED,SHALL BE 1"RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM,UL 181 LISTED AS A CLASS I AIR DUCT(R6 MIN.).AIR DUCT(R6 MIN) 6 0 4 F, v P! ",XF 2 �a m ail mg-121m, �w w -3.3,WHEN LOCATED IN CONDITIONED sompgg5v ggzq M IP 6�, 4 Go FOR.... old; I. c -i ­" SUPPLY DUCT WHICH CONVEY SUPPLY AIR AT TEMPERATURES LESS THAN 55 DEG FOR GREATER THAN 105 DEG F SHALL BE INSULATED WITH A MINIMUM OF R 0 M A; SPACE. R,R N g", Q lj� jON I, W RIM "a R Mg 2 Z g Z m REMOVE 2 EXISTING AC WALL MOUNTED AC UNITS(AC-1 AND AC-2)AND PROPERLY DISPOSE OF SAME. 6. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER,11/2'FIBERGLASS INSULATION,AND NOWPERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS T. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12'IN LENGTH UNLEE S NOTED OTHERWISE. I AIR DUC ot U) PROVIDE AND INSTALL 2 NEW 3.5-TON SINGLE-PACKAGE VERTICAL AC UNITS. ui PROVIDE SUPPORTS AND WALL FRAMING MODIFICATIONS FOR NEW UNITS AS REQUIRED BY INSTALLATION MANUAL. x PROVIDE TEMPORARY AIR CONDITIONING DURING SYSTEM REPLACEMENT. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2012 IBC. Lu DISCONNECT/RECONNECT ELECTRICAL POWER. INSTALL NEW OWNER SUPPLIED LEAD/LAG AC CONTROLLER AND TO CONNECT TO NEW UNITS. 8. PROVIDE FIRE DAMPERS,SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 717.5 OF THE 2012 IBC.PROVIDE CEILING FIRE DAMPERS WHERE PROVIDE AND INSTALL CORRECT FUSES. INDICATED ON PLANS AND AS REQUIRED BY SECTION 717.6.2.1 OF THE 2012 IBC.INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS,THE TERMS OF THEIR LISTING,AND THE REQUIREMENTS OF THE CODE. pvso 9. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. Ld Q �qgwt l­=llllllmft"­'� m Imoop nt,,�,p -u "I m m Wo-=, ­ROM gsg m ijs "o- N 11, 'flMll gg SAM-: 1 MR, Rv� 017- 007-N, _01 11- _jj I -� j�I 1 1019 913 6 1 RrIlF,_ IlIg'Mogg US Mll�l It W11 Wow -NR 1"',"! N gg_ ,2� N .11011.4111 WE 01 a ps-pTg 0, "I'MIRAM,�j w 001 him A, AC-1 AND AC-2: 10. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING,COOLING,OR VENTILATION EQUIPMENT MOVING I N EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION UNITS MEET THE 2012 WASHINGTON STATE ENERGY CODE,ECONOMIZER REQUIREMENT DESCRIBE IN SECTION C403.4.1. 606 OF THE 2012 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. UNITS EXCEED THE ENERGY EFFICIENCY REQUIREMENTS OF TABLE C403.2.3(3)FOR SINGLE-PACKAGE VERTICAL AIR CONDITIONERS,SPVAC COOLING MODE PER AHRI 390. NOTE:N+l DESIGN REQUIRES ONLY ONE UNIT TO OPERATE AT A TIME. 11. HVAC EQUIPMENT,VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS,REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18"X 18". gr"ggg ------------ 12. HEAT TRACING OF PIPING,WHERE INDICATED,SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWERWIRING Ml_ 01 �&Nw Ogg NO 14,2 1 vo .60 WITH ELECTRICAL CONTRACTOR. M _D"x"L'11111&tl I I.w-M-7 N K Al loot &i s. TITLE NAME COMPANY PHONENUMBER EMAIL 13. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. z 0 PROJECT ENGINEER JESSE MONTEZ MACDONALD MILLER 206-768-4178 JESSE.MONTEZ@MACMILLER.COM V) ACCOUNT MANAGER BRAD OLAND MACDONALD MILLER 206-768-3910 BRAD.OLAND@MACMILLER.COM E*j SHEET METAL FOREMAN TIM FELTON MACDONALD MILLER 206-407-2692 TIMI.FELTON@MACMILLER.COM 14. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE,RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER.RECORD DRAWINGS SHALL INCLUDE AS CLAYTON.PARKER@MACMILLER.COM A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT,GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES,AND THE TERMINAL SSP ELECTRICAL FOREMAN CLAYTON PARKER MACDONALD MILLER 206-768-4234 AIR AND WATER DESIGN FLOW RATES. LJ FACILITIES DIRECTOR TRAVIS NICHOLS 425-531-5224 15. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE:SUBMITT AL DATA, NAMES AND ADDRESSES OFAT LEAST ONE SERVICE AGENCY,HVAC u I i CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 04 VZW SITE TECH STEVE CLARK 253-370-1786 1 GENL PROJ MANAGER 0 16. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE(WSEC),COMMERCIAL PROVISIONS,SECTION C408 AND WITH LEED NC-2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 17. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 18. FOR ALL"SEALED AIR TIGHT"SHAFTS OR ROOMS,THE FOLLOWING MUST OCCUR: ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS(BY GC). 0 TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH(BY GC). t= ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL OR RRESAFING ("MONOCOAT-)IS NOT ACCEPTABLE(BY GC). z 0 ANY PENETRATIONS OF THE SHAFT CONSTRUCTION(DUCTWORK,CONDUIT,PIPING)SHOULD BE SEALED WITH 7RE CAULKING ON BOTH SIDES OF THE PENETRATION. Ld USE SECTION 909.5 OF THE 2012 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA,FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS,AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. 19. DAMPERS USED FOR OUTDOOR AIR INTAKE,EXHAUST,OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1-W.G.(PER AMCA STANDARD 500D):MOTORIZED DAMPERS:4 CFMIS.F. GRAVITY DAMPERS:20CFM/S.F.(40 CFM/S.F.FOR DAMPERS SMALLER THAN 24"IN EITHER DIMENSION). 20. OUTSIDE AIR INTAKE,EXHAUST,AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED(FAIL CLOSED)PER WSEC,COMMERCIAL PROVISIONS,SECTION C402.4.5.2 AND C403.2.4.4.EXCEPT AS ALLOWED BY WSEC. 21. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C.TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL.DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE. fit 22. PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C.AS FOLLOWS: SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1"STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE. SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1-2.5"STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE. FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5"STATIC PRESSURE,CONTACT MECHANICAL ENGINEER. PO', Tv, c,m�0 P, a & of on!s in MEN m V a gol glM low ON W- K_ I�� ,-- M -40 0, m m N _2- 0 My i I IN HIM w 00- sh 101.1 hill BY JLL_X,�Ec n ?-,gg ZK z ff, mg % Of "fl,10 R AT 0 lIg m_km, t_4 ffig W m My 01- _F 0E ADDRESS: 850 W EDIZ HOOK ROAD S06 e-r -1�- f PORT ANGELES,WA to, JURISDICTION: CITY OF PORT ANGELES LATTITUDE:48' 8.502'N LONGITUDE:123*26.134'W APN# 0630000004005004 LEGAL DESCRIPTION: BLDG ON EXEMPT LAND-EDIZ HOOK LT 5 SEE ASSESSED BY STATE 12X12 PREFAB&BACKUP GENERATOR#WAI 0 0 04 C.0 4 j (y) 00 N ui ZP Im-NO. ija m mmm-aw, I pr sl M 1, mg-owma anmin- --M 'M Rm IN gm, �,10 IR� 'ORE"'M 00003111 1 1,mAll - - w L�j R a A 0014 la WE SUN. 111 11,10,ERIN wffg---249 0 Now WE= a C/) 0 o mo NO NAME TITLE NAME TITLE m (D ................ .......... ................ .......... N TMO.01 SCHEDULES-HVAC < TMO.01S SITE MAP 'o �, 0� lkj TM2.01 FLOOR PLAN HVAC N W w "_ I LLI > > lu) o oo ENGINEER: LAST REVISED: J MONTEZ 03-25-14 CHECKED BY' DATE PLOTTED: B GEZON 03-25-14 CAD: ISSUE DATE: R VILLANUEVA 03-25-14 DRAWING NUMBER: VICINITY MAP C-2098-73146178-00 N NO SCALE d SHEET NUMBER: 0 TMO . 01 0 I 0 ro L oti 00 (9 r, n ■� Qcfl O r cfl 0) �o 3 co) xOLL D C/) LL s. Co y Q O co CC 7 C S G w O M O 0 = - Qrz V o Z 04 J m V/� s cc < D e O 8 G D_ N W 00 4 o Lu ti of o�b�0 w 4� w 0 z O N r� N Ed *lz Hook Rd U) ............. � z D- O W � _ w ON O M com O N o Q _�n w _ z co OYu 0w I— W of _ 1" N W o � W > > Ln ° CL ENGINEER: LAST REVISED: J MONTEZ 03-25-14 CHECKED BY: DATE PLOTTED: B GEZON 03-25-14 CAD: ISSUE DATE: 00 R VILLANUEVA 03-25-14 N o DRAWING NUMBER: N N C-2098-73146178-00 SHEET NUMBER: 0 TMO . 01 S <t co 'S p00 00 m i:� c4U) t m X 0LL Hca 00 C7 _tea u— cu cn Q 0 W Q > � Z� � U Fs o cocq V cu <- 0 D j m 0 > Y 8 2 3 W00 rlN M O Pl O O uj w 4$ w a 0 12' 10 Gi z 0 V) ail __ _. -------------- ------------- uj STOR, .STOR. Q N D Camp o CABINET STOR. DOWER RACK STQR.' i � N ELEC o % BATTERIES PANEL � z , i w O o � w MICROWAVE ( � RACK MOD II CEL2 E F ; TELCO MOD CELS 1 { ` RACK T TOWER ___ — NEW BARD ... , - MV-4000V AC AC-1 AC-2 UNIT CONTROLLER INSTALL NEW UNITS IN SAME LOCATION AS EXISTING T z _j 0 N z co I ' N oa W Z C) Oou T WJ N o 444 — 0 P �� ry N Wow _ w � 0 � _ > Co CL ENGINEER: LAST REVISED: J MONTEZ 03-25-14 CHECKED BY: DATE PLOTTED: B GEZON 03-25-14 CAD: ISSUE DATE: R VILLANUEVA 03-25-14 N N 0 DRAWING NUMBER: 0 N C-2098-73146178-00 N SHEET NUMBER: L L 1/4" l'-O" TM2 . 01 m 121 c it 0 ^' W rn (D D ry � � � o o-) a ' N (n t E m >< O LL cu L o 2 0 i co c/) CD O � E > co W 0 QRZ i U -_x 0 o 0 v 04 cu � ,, o o Y 8 N co W a} O M a. O f � W O � w i l l l l l l l w Q 0 vi z 0 Ln INSTALL NEW UNITS IN SAME LOCATION AS 201-011 EXISTING UNITS. SEE MANUFACTURER'S lo INSTALLATION INSTRUCTIONS AND 121-000 STRUCTURAL ENGINEER'S NOTES FOR I I I I I I I -I w DIRECTIONS. I Q C14 _ —.... _____. O j f { I AC-1 j 0 FAC 11 AC—2 BEHIND Q E AC-2 AC-2 cn ' � ~ Gi z 1 w 0 CL V) 1 1 1 1 1 1 la Of { N{ GR 0 U r 2 EAST ELEVATION 1 SOUTH ELEVATION TM3.01 1/411 = 1'-0" TM3.01 1/4' = 1'-0" N O ON _ c �--- Nz o � W 0 C) Oouoor W N Or tD 73 N Z LL Q N LJJ W _ w 0 ; 11 ENGINEER: LAST REVISED: J MONTEZ 03-25-14 CHECKED BY: DATE PLOTTED: B GEZON 03-25-14 CAD: ISSUE DATE: N R VILLANUEVA 03-25-14 tC N DRAWING NUMBER: dd 0 C-2098-73146178-00 N SHEET NUMBER: ¢i N t 0 TM3 - 01 Address: 850 Ediz Hook Road Cell PREPARED 7/17/14, 12:09:32 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/17/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 850 EDIZ HOOK RD CELL SUBDIV: CONTRACTOR STERLING TELECOM & CONSTRUCTIO PHONE (425) 361-7576 OWNER AIRTOUCH CELLULAR PHONE PARCEL : 06-30-00-0-0-0400-5004- APPL NUMBER: 14-00000535 COMM REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMEItCTAT, REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 7/17/14 LL� BLDG FINAL July 17, 2014 9:04:00 AM pbarthol. Jeremy 425-446-1980 -------- ------------ COMMENTS AND NOTES -------------------------------------- a CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT— BUILDING DIVISION II`�p 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000535 Date 6/11/14 Application pin number . . . 766165 Property Address . . . . . . 850 EDIZ HOOK RD CELL ASSESSOR PARCEL NUMBER: 06-30-00-0-0-0400-5004- REPORT SALES TAX Application type description COMM REPAIR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . INDUSTRIAL HEAVY (Location Code 0502) Application valuation 25000 .-.-.- - Application desc MODIFICATION OF EXISTING CELL TOWER/ADD 3 ANTENNA ------------------------------------------------------------------ Owner Contractor ------------------------ ------------------------ AIRTOUCH CELLULAR STERLING TELECOM & CONSTRUCTIO DBA VERIZON WIRELESS MS231 802 134TH ST SW STE 110 15900 SE EASTGATE WY EVERETT WA 98204 BELLEVUE WA 98008•. (425) 361-7576 -------------:-:------------------ ----------------------------------------- ` \ Permit . . . . BUILDING PERMIT COMMERCIAL c� Additional desc . . ADD 3 PANEL ANTENNA, 3 RRU'S, \ Permit Fee . . . . 417.75 Plan Check Fee 271.54 W Issue Date . . . . 6/11/14 Valuation . . . . 25000 Expiration Date 12/08/14 Qty Unit Charge Per Extension BASE FEE 95.75 23.00 14.0000 THOU BL-2001-25K (14 PER K) 322.00 ---------------------------------------------------------------------------- Special Notes and Comments May 13, 2014 11:12:51 AM sroberds. Modification of existing telecom facility was approved per CUP 14-02 on 3/12/14. No land use issues anticipated. Flood elevation certificate is required if new equipment is placed above current equipment elevation. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ------------------------------------------------7--------------------------- Fee summary Charged Paid 'Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 417.75 417.75 .00 .00 Plan Check Total 271.54 271.54 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 693.79 693.79 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. , 11 AJ = ! ((/ r Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit r BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THS Crry of For City Use Permit# W A S H I IW G T 0 N, U . S. Date Received: 321 East S' Street Port Angeles, WA 98362 Date Approved P: 360-417-4817 F: 360-417-4711 ? permits@cityofpa.us Building Permit Applicati n Project Address: {,Soy� k - Main Contact:.,� Phone # �-tzs- 6q o- 14 3-q- Pack PaCk n m E-Mail: (-;cu-. s v�ww� C(�sc lay. Propertyame Phone �i 04- V(Dv Owner Maili g Address Email v,->v Its o City State Zip Contractor Name Phone Mailing Address Email city State Zip Contractor License# Expiration: Project Value: Zoning: Tax Parcel# Lot# $ 2000 ��- k 0(-30os Type of Residential ❑ Commercial P2 Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction ❑ Remodel ❑ Addition Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprin er System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes 13No Nva N l ►�-1 A Project Description iYkS � C v irn� G b12 '- fiv 0� '1,p eVA- NbJev-, I have read and completed the application and know it to-be true and correct.I am authorized to apply or this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature _ 1 .� 1 1 Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) � Proposed Addition Tenant Improvement? Other work(describe) PAl M A4K 000 Area Totals 3 22 Lot/Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot S' e: %Lot Covera e �W&k, ice , r ko SQ FT Site coverage(all impervious+ %Sit Coverage structures) a Mechanical Fixtures Indicate how many of each typa of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Vent piping # Sewer Line # Industrial waste pretreatment # interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX T CAS CAD I:A, PM. Precision Program Management May 2, 2014 City of Port Angeles Building Permits 321 East 5th Street Port Angeles, WA 98362 Re: Verizon Wireless WA1 Ediz Hook AWS Site Address: 850 Ediz Hook Road,Port Angeles,WA 98362 Parcel Number: 0630000004005004 Dear City of Port Angeles Building Permits: On behalf of Verizon Wireless, Cascadia PM is pleased to submit for modification of an existing telecommunications facility, at 850 Ediz Hook Road, Port Angeles,WA 98362. Please find enclosed in this submittal package the following: • Port Angeles Building Permit Application • Conditional Use Permit—CUP 14-02 Confirmation Letter(from Sue Roberds,Planning Manager)—three(3) copies • Structural Review of Proposed Antenna Installation—three(3) copies • Site Plan and Elevation drawings—three(3) copies • One(1) check in the amount of$417.75 (Building Permit Fee) • One(1) check in the amount of$271.54 (Plan Review Fee) Additionally, we would like to request copies of the fee receipts be sent to the email address below. If you have any questions or inquiries regarding this application please feel free to contact me. Rick Stockmann 733 7'Ave NE Kirkland, WA 98033 rick.stockmann@cascadigpm.com 425-890-1437 Cascadia PK LLC Corporate Headquarters 3322 South Bay Road NE Olympia,WA 98506 130 N,Nimitz Hwy Suite A-200 S501 NE 109'"Ct Suite A-2 733 Seventh Ave Suite 209 360 438 8002 Honolulu,H196817 Vancouver,WA 98662 Kirkland,WA 98033 www.cascadiapm.com 808 536 7400 360 885 9200 425 828 1008 Z F� � 8 S 1i 3 i s }.. ... .. Nig xxY Yd is � � - WAS H I N G T O N, U. S. A. ' Community & Economic Development Department , t V y March 13 2014 CITY OF PORT ANf�FlES—Car,st=uctaon Mails ' The issuance of this permt non these plans,spn.`.fi- canons and other daf " o, the building ofs,aal from thereater rer r fhe cnrrc' n of errors in ra,d z '' Cascadia PM p' a, specificatio:: and other da+.a, nr from preve-' Kathryn Beck AICP building operations t. :n carred or ':;areunder is ct n 733 7 `Avenue NE violation of ail codes o c 3.-'s of this juristic ry - � Kirkland, WA 98033 Approval Date By RE: Conditional Use Permit—CUP 14-02 r 850 Ediz Hook—Verizon Wireless Dear Kathryn, As you know,following a public hearing conducted on March 12, 2014,by the City of Port Angeles Planning Commission,the Commission approved the above referenced conditional fication to a telecommunication support use in the City's Industrial use permit to allow modi M Heavy zone. The permit is approved with the following conditions: Conditions: 1. The applicant will retain a current lease from the City of Port Angeles for the activity and will notify the City of anticipated change to the approved use prior to modification of the ved that does not change the current approved equipment. Routine maintenance is appro status of the equipment. Equipment on the site will be of a neutral color. 2. An elevation certificate is required for the current placement of new equipment per , Section 15.12.240 PAMC. A building permit will be required for future equipment maintenance that involves change out of equipment or additional equipment placement but unless equipment is placed above the elevation of the current equipment,a new certificate of elevation will not be required. The decision of the Planning Commission is final unless appealed within 14 days to City Council. The use to which the conditional use permit is approved must be commenced within one year from the date of issue or the conditional use permit will become invalid. If you have any further questions regarding this matter,please don't hesitate to contact this ' office. h incerely, g Sue Roberds Planning Manager Cc: Heidi Greenwood,Assistant City Attorney Te Dahl uist,Public Works and Utilities Terry q Phone:360-417-4750/Fax:360-417-4711 'X5 nThc fS".; n Website:www.cityofpa.us t Email: smartgrowth@cityofpa.us 321 East Fifth Street- P.C. Box 1150 l Port Angeles, WA 98362-0217 t t LEM- C T 0 R E n O i n E E R S Project Number: U1194-225-141 April 15,2014 Cascadia PM,LLC 3320 South Bay Road NE Olympia,WA 98506 ATTENTION: Bryan Underhill REFERENCE: Ediz Hook AWS 850 Ediz Hook Road—Port Angeles,WA 98362 Structural Review of Proposed Antenna Installation Dear Bryan, Per your request,we have reviewed the construction drawings prepared by your office for the proposed installation of three new panel antennas, three RRU's, three tower mounted amplifiers, and three surge protectors on existing equipment shelter. The surge protectors are to be mounted to the walls of the shelter,and the antennas,RRU's,and TMA's are to be attached to pipe mounts as shown on the construction drawings. In addition,we have reviewed the as-built drawings prepared by Cornerstone Engineering (WA1 Ediz Hook, dated: 04-03-09) for the installation of the existing and antennas and mounts.Please be advised as follows: Based upon our calculations and review of the documents noted above,we conclude that the antenna mounts,as detailed on the construction drawings,are adequate to support the loads associated with the proposed antennas. Supporting calculations for the wind loading on the proposed antennas and for the capacity of the antenna mounts are attached. The recommendations above are provided based upon calculations prepared by our office and information the client provided. The analysis and conclusions described above are based on the assumption that the structure was properly designed and constructed. Vector Structural Engineering makes no claim as to the correctness of the original design or the current condition of the structure,which is assumed to be in good condition, free of damage or deterioration. Verification of the capacity of the existing shelter to support the antenna loading was not included in our analysis and is to be done by others as noted on the construction drawings. We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Very truly yours, 1.VECTOR STRUCTURAL ENGINEERING 4� �W 0 41725 b L Roger T.Alworth,S.E. �`QSIONALt'� Principal 4-16-14 Exp. 1/27/16 RTA/amw Enclosures Vector Engineers 19138 S.State St.,Suite 101,Sandy,UT 84070-Ph:801.990.1775 Fax:801.990.1776 Page 2 of 9 JOB NO.: U1194-225-141 DESIGNED: AMW DATE: 04/15/14 CHECKED: BDV EECTOR PROJECT: EDIZ HOOK AWS Design Criteria: Code: Structural design is based on the International Building Code,2012 Edition Wind: Basic wind speed= 110 mph(3-second gust)per the ASCE 7-10 standard Risk category: II Wind exposure: D Seismic: Seismic loads are based on the International Building Code,2012 Edition Seismic importance factor, I= 1 Risk category: II Mapped spectral response accelerations: Ss= 1.205g S, = 0.5748 Site class: D Spectral response coefficients: SDs= 0.8188 Sol = 0.574g Seismic design category: D Basic seismic-force-resisting-system: Cantilever Element: Braced below its center of mass Response modification factor, R=2.5 Analysis procedure: Equivalent lateral force General Notes: 1 The contractor shall verify dimensions,conditions and elevations before starting work. The engineer shall be notified immediately if any discrepancies are found. 2 The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown,the construction shall be as shown for other similar work and as required by the building code. 3 These calculations are limited to the structural members shown in these calculations only. Connection of the members shown in these calculations to the existing structure and capacity of the existing structure to be by others. 4 The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility. 5 All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. Structural Steel: 1 All structural steel code checks based on the AISC, 13th Edition per the ASCE 7 standard 2 All steel pipe to be per ASTM A53 GR. B(35 KSI), U.N.O. 3 All other structural steel shapes&plates shall be per ASTM A36, U.N.O. 4 All bolts for steel-to-steel connections shall be per ASTM A325N, U.N.O. 5 All bolted connections shall be tightened per the"turn-of-nut'method as defined by AISC. 6 All welding shall be performed by certified welders in accordance with the latest edition of the American Welding Society(AWS)D1.1 7 All steel surfaces shall be galvanized in accordance with the ASTM A123 and ASTM A153 standards, U.N.O. Page 3 of 9 JOB NO.: U1194-225-141 DESIGNED: AMW DATE: 04/15/14 CHECKED: BDV EECTOR E n G i n E E R s PROJECT: EDIZ HOOK AWS SUBJECT: Wind Calculations Com onents and Cladding Wind Calculations Label: Antenna Wind Load Note:Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed[mph]: 110 Notes: Exposure Category: D Importance Factor, I: 1.00 ADDITIONAL INPUT&CALCULATIONS: Height of roof, h[ft]: 10 Comp/Cladding Location: Walls&Roofs Enclosure Classification: Enclosed Buildings GCP: 1.8 Figure 30.6-1 (enter largest abs.value) a: 11.5 Table 26.9-1 Z9[ft]: 700 Table 26.9-1 Kh: 0.960 Table 27.3-1 Kj: Figure 26.8-1 (leave blank for negligible topographic effects) K2: Figure 26.8-1 (leave blank for negligible topographic effects) K3: Figure 26.8-1 (leave blank for negligible topographic effects) Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure,qh[psf]: 25.28 Equation 30.3-1 GCP;: 0.18 Table 26.11-1 (largest abs.value) OUTPUT: Design Pressure, p[psf]: 50.05 psf P=qh GCp — GCp, Antenna Loads: Front area Side area Front load Side load (ftz) (ft=) (Ibs) (Ibs) Panel Antenna 2.07 1.39 52 35 (loads divided by two, one per support) RRU 2.36 1.00 59 25 (loads divided by two, one per support) Page 4 of 9 Company Vector Apr 16,2014 r- � �> Designer BDV J u`)J�� Job Number Cascadia PM;U1194-225-141 Checked By:BDV T E C M M o L o 6 1 s Model Name Antenna&RRU Mounting Hot Rolled Steel Properties Label E Iksil G Iksil Nu Therm AlE..Dens i k/ft.. Yieldrksil Ry Fufksil Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 1 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 6 A53 Gr. B 29000 1 11154 .3 .65 1 .49 35 1.5 60 1.2 Hot Rolled Steel Section Sets Label Sha a Type Design List Material Design R l A fin2l lyy Fin4lIzz Fin4lJ in4 1 1 Antenna Mount Pipe I PIPE 3.0 1 Beam I Pie IA53 Gr. B I Typical 1 2.07 1 2.85 1 2.85 1 5.69 Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Shape Type Design List Material Design Rules 1 I M1 I N3 I N5 I I jAntenna Moun.-I Beam I Pie IA53 Gr. BI Typical Joint Coordinates and Temperatures Label X rftl Y Iftl Z ft Temp FF1Detach From Diap... 1 N1 0 0 0 0 2 N3 0 -4 0 0 3 N5 0 10 0 0 4 N6 0 7 0 0 5 N1 1A 0 1.5 0 0 6 1 N12A 0 .5 0 0 Basic Load Cases BLC Description Cate o X Gravijy Y Gravity Z Gravity Joint Point Distribut.Area Me Surface(.. Dead) DL 4 Z OMnd Z WZ 4 1 3WLX Wind X W X 4 1 Load Combinations es ri i Sol...PD.. R...BLC Facto BLC Facto BLC FactorBLC FactorBLC Facto BLC F orB FactorBLC Facto 1 1 Dead Load Yes Y DL 1 .6DL+ 1.OWin Z Yes Y DL .6 WZ 1 3 6DL-1.OWindZ Yes Y DL .6 WZ -1 4 ADL+ 1.OWindX Yes Y DL .6 W X 1 5 .6DL-1.OWindX Yes Y DL .6 W X -1 6 DL+ 1.OWindZ IYeslY DL 1 W.Z 1 7 DL-1.OWIndZ Yes Y DL 1 WZ -1 8 DL+ 1.OWindX Yes Y DL 1 WAC 1 9 DL-1.OWindX Yes Y IDLW=WAC -1 Joint Loads and Enforced Displacements(BLC 1 :DL (Dead)) Joint Label L D M Direction Ma nitudek k-ft in rad k*SA 2/ft.. NS L y -.02 2 NO L y :,02 3 1 NI 1 -0 RISA-3D Version 12.0.0 [N:\...V..\...\ENGWntenna&RRH Mounting-New Antenna Loading.r3d] Page 1 Page 5 of 9 -.02k N5 -.02 N6 -.03 N11A -.03 Ir N12A 1 3 Loads:BLC 1,DL(Dead) Vector SK- 1 BDV Antenna & RRU Mounting Apr 16, 2014 at 9:06 AM Cascadia PM; U 1 194-225-.. Antenna&RRH Mounting-New A... Page 6 of 9 -.035k N5 -.035k N6 -.025k N11A -.025k N 12 1 -.01 k/ 3 Loads:BLC 2,WLZ(Wind Z) Vector SK-2 BDV Antenna & RRU Mounting Apr 16, 2014 at 9:07 AM Cascadia PM; U 1194-225-.. Antenna&RRH Mounting-New A... Page 7 of 9 -.052k -.052k A 059k -.059k -.01 ktft Loads:BLC 3,WLX(Wind X) Vector SK-3 BDV Antenna & RRU Mounting Apr 16, 2014 at 9:08 AM Cascadia PM; U 1194-225-.. Antenna&RRH Mounting-New A... Page 8 of 9 Company Vector Apr 16,2014 rJ fly Designer BDV Lj L�� )1 L!` 1 _y Job Number Cascadia PM;U1194-225-141 Checked By:BDV T 6 c 0 M o L o 6 I E s Model Name Antenna&RRU Mounting Joint Loads and Enforced Displacements (BLC 1 :DL (Dead)) (Continued) Joint Label L D M Direction Ma nitude k- in rad k*S^2/ft.. 4 1 N12A L Y -.03 Joint Loads and Enforced Displacements(BLC 2 : WLZ(Wind Z)) Joint Label L D M Direction Ma ni ude k k- in rad k*SA 2/ft... 1 N5 L z .035 2 N6 L Z -.035 3 NI 1A L Z -.025 4 N12A L Z -.025 Joint Loads and Enforced Displacements(BLC 3 : WLX(Wind X)) Joint Label L D M Direction Ma ni ude k k- in rad k*SA 2/ft... 1 N5 L X -.052 2 N6 L X -.052 3 N1 1A L X -.059 4 N12A L X -.059 Envelope Joint Displacements Joint X rinl LC Yin LC Z rinl LC X Rotation.. LC Y Rotation LC Z Rotation ..LC 1 I NI max 1 0 9 1 0 2 1 0 7 3.322e-3 7 0 4,375e-3 8 2 min 0 8 0 1 0 6 -3.322e-3 6 0 1 4.375e-3 9 3 N3 max 0 8 0 2 0 6 1.597e-3 6 0 1 2.112e-3 9 4 min 0 9 0 1 0 -1.597e-3 7 0 1 -2.112e-3 8 5 N5 max 1.591 9 0 2 1.22 7 1.28e-2 7 0 1 1.674e-2 8 6 min -1.591 8 0 1 -1.22 6 -1.28e-2 6 0 1 -1674e-2 9 7 N6 max .996 9 0 2 .764 7 1.236e-2 7 0 1 1.612e-2 8 8 min -.996 8 0 1 -.764 6 -1.236e-2 6 0 1 -1. 12e-2 9 9 N11A max .119 9 0 2 .091 7 6.595e-3 7 0 1 8.612e-3 8 10 in -.119 8 0 -.091 6 -6,595e-3 6 0 9 11 N12A max .031 9 0 2 .024 7 4.52e-3 1 7 0 1 5 938e-3 8 12 min -.031 8 0 1 -MLII I -4.52e-3 1 6 1 0 1 1 -5.938e-3 I 9 Envelope Member Section Deflections Member Sec x in LC v rin'lLC z rinI LC x Rotate r... LC n Ratio LC (nl Uz Ratio LC 1 M1 1 ImaxI 0 1 1 1 0 1 1 1 0 1 1 1 0 1 1 1 NC 1 1 NC 1 2 1 min 1 0 1 1 1 0 1 1 1 0 1 1 1 0 1 1 1 NC 1 1 NC 1 3 2 ImaxI0 1 2 1 1.591 1 8 1 1.22 1 7 1 0 1 1 1 NC 1 1 NC 1 4 1 min 1 0 1 1 1 -1.591 1 9 1 -1.22 1 6 1 0 1 1 1105.5791 8 137.744 6 Envelope Member Section Forces Member Sec Axial k LC Shea k LC z Shea k LC To ue...LC - Moment k.. LC z-z Mo ent k-ft L 1 M1 1 max .014 1 .359 8 .269 7 0 1 0 1 1 2 min .00 2 -.359 9 -.269 6 0 1 0 1 0 1 2 max .0 1 .053 9 .036 6 0 1 0 1 0 1 4 min .012 2 -.053 8 -.036 7 0 1 0 1 0 1 Envelope Joint Reactions Joint X FkI LC Y LC Z rkl LC MX Ik-ftl LC MY rk-ftl LC MZ fk-M LC N3 bax .359 9 1 .014 1 1 .269 7 0 1 C NC 0 11 1 min 8 00 -.269 1 NQ INCI0 N1 Imax .721 1 8 5 1 1 1 .529 01 1 NC INCI 01 RISA-3D Version 12.0.0 [N:\...\...\...\ENG\Antenna&RRH Mounting-New Antenna Loading.r3d] Page 2 Page 9 of 9 / Company Vector Apr 16,2014 I Ii rip oBV b'gner Number Ca cadia PM;U1194-225-141 Checked By:BDV T E c B p o l a B i E a Model Name Antenna&RRU Mounting Envelope Joint Reactions(Continued) Joint X rkl LC Y fkl LC Z Fk1 LC MX k-ft LC MY k-ft LC MZ W-ftl LC 4 1 Iminj -.721 1 9 1 .111 12 1 -.529 7 0 1 NC INCI 0 11 5 1 Totals: ax .362 1 4 1 .199 1 1 1 .26 161 g 1 Iminj -.362 1 5 1 .119 12 1 -.26 171 Envelope RISC 14th(360-10):ASD Steel Code Checks Member Shape Code... Locfftl LC Shear Check Loc ft DirLC Pnc/o .Pnt/ ..Mnyy/om Fk-ffl Mnzz/o...Cb E n 1 I M1 I PIPE 3.0 .393 1 4.101 1 8 1 .031 13.961 18 115.178 143.383 1 3.825 1 3.825 1••H1-1b RISA-3D Version 12.0.0 [N:\...\...\...\ENG\Antenna& RRH Mounting-New Antenna Loading.r3d] Page 3 EDIZ HOOK AWS vrerl�lr wireless V rlZ2nwireless CONSTRUCTION DRAWINGS e PROJECT DATA PROJECT CONTACTS DRAWING INDEX SITE ADDRESS: 850 EDIZ HOOK RD. GOVERNING CODES APPLICANT SHEET I DESCRIPTION PORT ANGELES,WA 98362 VERIZON WIRELESS CASCADIA PM IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 3245 158TH AVE MS 231 T1.0 TITLE SHEET LATITUDE: 48-08-30.33 N BELLEVUE,WA 98008 LONGITUDE: 123-26-07.67 W NEC-2008,NATIONAL ELECTRICAL CODE T2.0 GENERAL NOTES 3322 SOUTH BAY ROAD NE OLYMPIA,WA R98506 OAD SOURCE: VZW SMR PROPERTY OWNER A1.0 OVERALL SITE PLAN PH:360.438.8602 DATUM: NAD 83 A.DA COMPLIANCE CITY OF PORT ANGELES INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. PO BOX 1150 A2.0 ELEVATION JURISDICTION: CLALLAM COUNTY HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PORT ANGELES,WA 98362 A3.0 ENLARGED ANTENNA PLANS APN: 0630000004005004 ZONING CLASSIFICATION: P-PBPSTRUCTURE OWNER A4.0 CONSTRUCTION DETAILS VERIZONWIRELESS VECTOR GROUND ELEVATION: 10'AMSL 3245 15858TH AVE MS 231 en • i n • • w s TOP OF(E)SHELTER ROOF: 10'AGL BELLEVUE,WA 98008 DRAWING LEGEND OCCUPANCY GROUP: U PRINCIPA ENGINEER, --- --- CD �(� L CONSTRUCTION TYPE: II-B NETWORK CONSTRUCTION SUBJECT PROPERTY LINE ADJACENT PROPERTY LINE GT- �( o VERIZON WIRELESS .................._. ..... _._ ...._____. � BELLEVUE,WA 9800831 3245 158TH AVE MS 2 - LEASE AREA N 4 � ------------ COAX (E)COAX ROUTE 04 �p PROJECT SUMMARY DRIVING DIRECTIONS ZONING AND PERMITTING CONSULTANT HYBRID (N)HYBRID CABLE ROUTE % CASCADIA PMIZ 733 T TELCO ROUTE KIRKLAND,WA 98033 SEVENTH AVENUE,STE 209 X T -T/P- Ll.l TELCO/POWER ROUTE KIR THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: FROM SEATTLE INTERNATIONAL AIRPORT: KATHRYN BECK P POWER ROUTE 4I72.S,1 F L ri•G PH:425.828.1008 FIBER ROUTE 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY. 1. MERGE ONTO WA-518 E(1.6 MI) F/P FIBER/POWER ROUTE `sslt?NAL1% � 2. TAKE THE EXIT ONTO 1-5 S(21.6 MI) SITE ACQUISITION CONSULTANT x x EXISTING FENCE 2. PROPOSED INSTALLATION OF THREE(3)PANEL ANTENNAS,THREE(3)RRU'S, 3. TAKE EXIT 132B FOR WASHINGTON 16 W TOWARD BREMERTON(0.6 MI) CASCADIA PM 4-16-14 THREE(3)TMA'S,TWO(2)SURGE PROTECTORS(ONE(1)AT ANTENNAS AND ONE 4. KEEP LEFT TO CONTINUE ON WA-16 W 26.9 MI) 5501 NE 109TH CT,STE A-2 CPM PROJECT NO.: 6768 (1)ON SHELTER)WITH ASSOCIATED HYBRID CABLE/COAXIAL CABLE. ( VANCOUVER,ER 98662 5. CONTINUE ONTO WA-3 N(25.1 MI) PAMELA TURNER 3. VERIZON WIRELESS OPERATES THEIR ANTENNAS ON THE ROOFTOP OF THEIR 6. TURN LEFT ONTO STATE ROUTE 104 W/WA 104 W/HOOD CANAL BRIDGE(15.1 MI) ELEVATION MARKER PH:360.567.3790 X PRELIMINARY EQUIPMENT SHELTER. THERE IS AN ADJACENT TOWER THAT HOLDS THE GPS 7 SLIGHT RIGHT ONTO THE RAMP TO HWY 101 N/US-101 N/OLYMPIC HWY(0.3 MI) X-X.X NO. DATE D/C DESCRIPTION 8. KEEP RIGHT AT THE FORK,FOLLOW THE SIGNS FOR US-101 N AND MERGE STRUCTURAL ENGINEER 0 10-08-13 JS/EG 90%CD REVIEW ONLY. VECTOR STRUCTURAL ENGINEERS 3 12-02-131JS/EGI CPM COMMENT ONTO HWY 101 N/US-101 N/OLYMPIC HWY(35.0 MI) 9138 S STATE ST.,SUITE 101 X 4 01-24-14 EG/EG CLIENT COMMENT 9. TURN RIGHT ONTO E FRONT ST(2.0 MI) SANDY,UT 84070 SECTION MARKER 10.SLIGHT RIGHT ONTO MARINE DR(2.0 MI) ROGER T.ALWORTH,S.E. X-X.X SUBMITTAL 11.CONTINUE ONTO EDIZ HOOK RD(0.8 MI) PH:801.990.1775 NO. DATE D/C DESCRIPTION 0 04-15-14 JS/JSI BP SUBMITTAL ESTIMATED TIME: 2 HOURS 29 MINUTES ESTIMATED DISTANCE: 133 MILES SITE NAME PROJECT VICINITY MAP EDIZ HOOK AWS SITE ADDRESS 850 EDIZ HOOK RD. PORT ANGELES,WA.98362 APPROVAL LIST « SHEET TITLE TITLE SIGNATURE DATE �' eD PROPERTY OWNER TITLE tea, mss, - ebe - PROJECT LOCATION SHEET wg;,�010ov- ; VZW REPRESENTATIVE y 1pyrhsi r 01 An g s 16.39- PROJECT MANAGER , s SITE ACQUISITION Cnowrr s+ rf _ -.,- �° _ �? ,' TN MN SHEET NO. ZONING W° M, T 1 .0 sr �'+, W E CONST.MANAGER St.- RF ENGINEER i y` S AAV MANAGER GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM "- wireless INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D) LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY CAB CABINET MW MICROWAVE 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CASCADIA PM APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS CL CENTERLINE NEC NATIONAL ELECTRICAL CODE COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC WIRELESS OR THE ARCHITECT/ENGINEER. 1 3322 SOUTH BAY ROAD NE AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT OLYMPIA,WA 98506 SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO PH:360.438.8002 SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CO COPPER WA NOT APPLICABLE CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY CONC CONCRETE OC ON CENTER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS. CONDICONDUIT OD OUTSIDE DIAMETER UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER ANDa n • i n e 6 R s WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE ^, SHORINGBRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE (o Y�prji� 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES D/C DRAFTER/CHECKER PL PROPERTY LINE N_ WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD `- 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF a OF THIS WORK DIA DIAMETER PM PROJECT MANAGER C THE WORK LU 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT O x}1725,1 PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. DN DOWN PROP PROPERTY Ss�' THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR � G LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, DTL DETAIL PT PRESSURE TREATED `4�ONAL 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RO ROUGH OPENING 4-16-14 RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: CPM PROJECT NO.: 6768 EA EACH ROW RIGHT OF WAY IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. PRELIMINARY A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. NO. DATE IL D/C t ESCRIPTION PROJECT COMPLETION. ELEV ELEVATION REQ REQUIRED 0 10-08-13 JS/EG 90%CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 3 12-02-131JS/EGI CPM COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER 4 01-24-14 IEGIEGI CLIENT COMMENT OTHER SIMILAR WORK ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMITTAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SH7 SHEET NO. DATE D/C DESCRIPTION C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 0 04-15-14 JS/JS BP SUBMITTAL 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UT19LITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SQ SQUARE 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL SITE NAME 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL EDIZ HOOK AWS SPECIAL INSPECTION A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GWB GYPSUM WALL BOARD TOM TOP of MASONRY INSPECTOR. SITE ADDRESS 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER 850 EDIZ HOOK RD. STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",9TH EDITION. GRND GROUND TNND TINNED PORT ANGELES,WA.98362 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING,VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. STANDARD CUT WASHERS. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8'DIA HT HEIGHT UNO UNLESS NOTED OTHERWISE GENERAL NOTES IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE REQUIRED GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN INSUL INSULATION VERT VERTICAL SHEET NO. CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL WORKMANSHIP PROVISIONS. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS. INT INTERIOR WP WATERPROOF A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT JBOX JUNCTION BOX W/ WITH T2.0 HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICBG REPORT. LB(S) POUND(S) W/O WITHOUT NOTE: SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL IMAGES,DEED AND SITE PHOTOS. "- Wireless --------- W EDIZ HOOK RD ----- CAS ADIA PM INGRESS/EGRESS FROM W EDIZ HOOK RD 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PH:360.438.8002 P P P P 177�p O P, P P P P P P P P P P PAVECTOR x---- an • ineeae APN:0630000004005004 ZONE:P_PBP e I VERIZON WIRELESS PROJECT AREA C4 ?� SEE SHEET A1.1 W . Y W ® 4172p ' O 4-16-14 ' 1 CPM PROJECT NO.: 6768 PRELIMINARY N0. DATE D/C DESCRIPTION 0 10-08-13 JS/EG ANCREVIEW 3 12-02-13 JS/EGI CPM COMMENT 4 01-24-14 EG/EGI CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 04-15-14 JS/JS BP SUBMITTAL SITE NAME EDIZ HOOK AWS SITE ADDRESS 850 EDIZ HOOK RD. PORT ANGELES,WA.98362 SHEET TITLE .........__..................-_._.....--- --- OVERALL - ------------------- PORT ANGELES HARBOR 16.39° " SITE PLAN TN MN N W E SHEET NO. S Al s® 1 OVERALL SITE PLAN SCALE:1"=20'-0"(11X17) 0' 10' 20' 40' SCALE:1"=10'-0"(22X34) _pPpPP P P P P P p P P P P� P P P (E)OH POWER LINE "- wireless (E)ACCESS GATE (E)UTILITY POLE -� x---- 12'$" 12,_8• 4'-5' N (E)VERIZON WIRELESS PANEL (E)ACCESS GATE ANTENNAS(TYP) CASCADIA PM 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98508 PH:380.438.8002 (E)VERIZON WIRELESS o EQUIP.SHELTER (E)CHAIN LINK FENCE (N)VERIZON WIRELESS (N)VERIZON WIRELESS(AWS) AVECTOR MOUNTED BEHIND ANTENNA ® SURGE PROTECTOR ANTENNAS(TYP 3) a n • i n a e R s (TYP OF 1) (N)VERIZON WIRELESS RRU (E)OTHER CARRIER 1 w (TYP OF 3) EQUIP.SHELTER N N (N)VERIZON WIRELESS(TMA) o Q . �x m (TYP OF 3) LU � 417E�p (N)MIN.1.3=1/4"KICKER,PIPE MOUNT TO �iQS 1 FRAME BASE ANGLE,W/MIN.1/2"0 BOLT EA. j�NAL A2.0 A END TO(E)FRAME BASE ANGLE&HORIZONTAL 4-16-14 N �? b JUST BELOW ANTENNA o CPM PROJECT NO.: 6768 PRELIMINARY (E)FRAME TO REMAIN UNDISTURBED,U.N.O. NO. DATE D/C DESCRIPTION CONNECTION OF FRAME TO ROOF AND 0 10-08 13 JS/EG 90%CD REVIEW CONDITION OF FRAME TO BE VERIFIED BY 3 12-02-13 JS/EG CPM COMMENT CONTRACTOR 4 01-24-14 EG/EGI CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION O 04-15-14 JS/JS BP SUBMITTAL w (2)(N)SURGE PROTECTORS TO BE MOUNTED ON(E)EQUIP.SHELTER. SITE NAME (E)VERIZON WIRELESS EDIZ HOOK AWS MW ANTENNA (E)OTHER CARRIER OWER ON CONC.PAD (E)VERIZON WIRELESS PANEL SITE ADDRESS ANTENNAS(TYP) 850 EDIZ HOOK RD. 012'-1" PORT ANGELES,WA.98362 12'-8' 4_y. MIN.21/2"STD.PIPE MOUNT-(N)OR VERIFY(E), !o SHEET TITLE ®®® ATTACHED TO BASE ANGLE AND MID HT.HORIZONTAL OF(E)FRAME W/MIN.1I2"0 U-BOLTS OR EQUIVALENT ENLARGED A2.0 16.39" N SITE PLAN TN MN 43'-7' W E SHEET NO. 1 ENLARGED SITE PLAN SCALE:3/16"=1'-0"(11X17) 0' 5' S 10' A1 . 1 SCALE:3/8"=V-0"(22X34) wireless CASCADIA PM 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98506 PH:360.438.8002 NOTE: NOTE:. ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCE ANTENNA MOUNTING DETAILS TO BE DETERMINED ONCE STRUCTURAL ANALYSIS HAS BEEN COMPLETED. STRUCTURAL ANALYSIS HAS BEEN COMPLETED. �XECTOR n mi n n a n a SAL C14 W (E)OTHER CARRIER TOWER Q (E)OTHER CARRIER TOWER X W (E)OTHER CARRIER ANTENNAS 41725 (E)OTHER CARRIER ANTENNAS 4-16-14 (E)VERIZON WIRELESS CPM PROJECT NO.: 6768 (E)VERIZON WIRELESS PANEL ANTENNAS TO REMAIN MW ANTENNA TO REMAIN ELI PRMINARY (E)VERIZON WIRELESS (N)AWS ANTENNA(TYP OF 3) N0. DATE 0/C DESCRIPTION PANEL ANTENNAS TO REMAIN 0 10-08 13 JS/EG 9096 CD REVIEW (E)VERIZON WIRELESS 3 31 CPM COMMENT MW ANTENNA TO REMAIN 4 01-24-14 IEG/EGI CLIENT COMMENT (N)AWS ANTENNA(TYP OF 3) (N)SLED MOUNTED SUBMITTAL ANTENNA MOUNTING POST (N)AWS ANTENNA(TYP OF 3) (TYP OF 1) N0. DATE D/C DESCRIPTION 0 04-15-14 JS/JS BP SUBMITTAL (E)8(N)VERIZON WIRELESS (E)&(N)VERIZON WIRELESS ANTENNA TIP HEIGHT 1�ANTENNA TIE P HEIGHT VARIES-SEE 1/A3.0 VARIES-SE1/A3.0 (N)SHELTER MOUNTED (N)SLED MOUNTED ANTENNA MOUNTING POST SITE NAME ANTENNA MOUNTING POST (TYP OF 2) (TYP OF'' EDIZ HOOK AWS (E)OTHER CARRIER (2)(N)SURGE PROTECTORS SHELTER TO BE MOUNTED ON(E) h (E)BUILDING ROOF LINE SITE ADDRESS h (E)BUILDING ROOF LINE EQUIP.SHELTER. 10'-0" 10'-0" (2)(N)SURGE PROTECTORS 850 G Z HOOK RD. (E)6'-0"TALL CHAIN LINK TO BE MOUNTED ON(E) PORT ANGELES,WA.98362 FENCED COMPOUND EQUIP.SHELTER. (E)6'-0"TALL CHAIN LINK (E)VERIZON AFENCED COMPOUND WIRELESS SHELTER (E)VERIZON WIRELESS SHELTER SHEETTITLE .---.._._.... ELEVATION 'MME 0'-0" (10'AMSL) (10'AMSL) SHEET NO. SCALE:1/8"=1'-0"(11X17) 0' 4' 8' 16' SCALE:1/8"=1'-0"(11X17) 0' 4' S' 16' `®EE °0 1 WEST ELEVATION - PROPOSED SCALE:1/4"=,'-0"(22X34) 1--F-OUTH ELEVATION - PROPOSED SCALE:1/4"=,'-0"(22X34> P 700 UPPER MUrHECT0 10p^ JE)ANTENNA MOUNT (E)PCs "wireless AZIMUTH=t 270° ALPHA SECTO A21MUTH_ (E)VERIZON WIRELESS ANTENNA 1�R TO BE RELOCATED fE)850 B gLPHA SECTOR OB AZIMUTH a 100° I' G\OEL MOUNTED EQUIPMENT SCHEDULE GSM�P 5 ° (E)VERIZON WIRELESS ANTENNA kv-0 ZG5° TO BE RELOCATED ANTENNA MODEL# . M SECTOR QUANTITY (N)/(E) SERVICE TYPE OR EQUIPMENT SPECIFICATION TIP HEIGHT AZIMUTH MECH DOWNTICK DIMENSIONS WEIGHT GP \Muj�,ER ALPHA 1 (E) PCs A 22.03' 100° 1° 6.1"W X 3.2"D X 48.8°L 10 LBs �100- 0 AZIMUTH H901 MOUNT �El grcG 0 AZIMUTH=t 90° 10.5 1 (E) 850 22.05' 100' 1° 11.2WX45"DX94.7"L 24 LBS G�MP�Na25 v CASCADIA PM 1 (E) 700 UPPER 22.05' 100° 5' 11.2W X 5.1"D X 94.7"L 24 LBS m 3322 SOUTH BAY ROAD NE 1 (N) 700 UPPER TMA 9.9W X 6.4"D X 11"L 22 LBS (E)VERIZON WIRELESS MW ANTENNA y OLYMPIA,WA 98506 1 (N) AWS RRU 17W X 7.2'D X 20'L 51 LBS TO REMAIN c Fi PH:360.438.8002 1 (N) SURGE PROTECTOR (E)VERIZON WIRELESS(PCS A/C) =z ANTENNAS(TYP OF 3) µ 00 BETA 1 (E) PCS A 22.03' 175° 2' 11.8W X 4.7'D X 48.8L13 LBS (E)VERIZON WIRELESS(850 B) °c 1 (N) AWS 22.03' 175° 2° 11.8W X 4.7"D X 48.8'L 13 LBS ANTENNAS(TYP OF 3)TO BE 11 (E)VERIZON WIRELESS700 UPPER RELOCATED AT ALPHA AND ( ) )KE60"TOR n • 1 n e e N e 1 (E) 850 8 22.05' 175° 2° 23.BW X 7.9"D X 94.TL so LBS ANTENNAS(TYP OF 3) 1 (E) 700 UPPER 22.05' 175° 2' 23.9W X 7.9"D X 94.6"L 50 LBS GAMMA SECTORS 1 (N) 700 UPPER TMA 9.VW X 6.4"D X 11"L 22 LBS mm ^ 16 1 (N) AWS RRU 17"W X 7.2"D X 20"L 51 LBS C D (fl c y m D o 39° ° N 0� =my =mcg TN MN ti �Q4� GAMMA 1 (E) PCS A 22.03' 250° 3° 6.1 W X 3.2"D X 48.8•L 10 LBS � O Q T N 1 (N) AWS 22.03' 250° 3° 6.01WX 4.5°D X 48.5°L 10.5 LBS u° N A'A W E Ll 1 (E) 850 B 22.05' 250° 3' 11.2W X 4.5'D X 94.TL 24 LBS X 1 (E) 700 UPPER 22.05' 250° 8' 11.2W X 5.1°D X 94.7"L 24 LBS S W 1 (N) 700 UPPER TMA 9.9W X 6.4"D X 11"L 22 LBS SCALE:3/16"=V-0"(11X17) 0' 5' 10' 41725 1 1 (N) AWS RRU 17WX7.2"DX20"L 51 LBS 2 ANTENNA PLAN - EXISTING NEAR EQP. 1 (M SURGE PROTECTOR SCALE:318"=V-0"(22X34) �s L G sIONAL1� 4-16-14 fE)700 UPP (AZIMUTHNN*MOUNT CPM PROJECT NO.: 6768 (E)ANTENNA MOUNT ALPHA SECTO COAX/FIBER SCHEDULE AZIMUT"=tz7o° AZIMUTH_ R PRELIMINARY 100° SECTOR QUANTITY NEW OR EXIST. TYPE DIPLEXED/ SERVICE TYPE (E)RELOCATED ANTENNA ON MOUNT (E)PC q NO. DATE D/C DESCRIPTION TRIPLEXED PER DETAIL 1/A4.0(TYP OF 2) yo ALPHAS 0 10-08-13 JS/EG 90%CD REVIEW A,B,G 1 NEW 1.09•FIBERIPWR N/A AWS AZI SECTOR 3 12-02-13 JS/EG CPM COMMENT MUTH_10p° 4 01-24-14 1EG/EGi CLIENT COMMENT ALPHA 6 EXIST. 1 5/8"COAX N/A 700/850/PCs 1�1 g50 (N)AWS q/B (E) SEC,109-'.0 ALPHA SECTO SUBMITTAL BETA 8 EXIST. 15/8'COAX N/A loo/asomcs (E) (E) (N) 700 GPMMUSNc2`' AZIMUTH-1008 N0. DATE D/C DESCRIPTIj 850 PCS AWS UPPER Py\M P�5 pR (E)850 B 0 04-15-14 JS/JS BP SUBMIT GAMMA 6 EXIST. 1 5/8"COAX N/A loo/8s0/PCS �MP•SNG-(250° ,MHA SECT w w w w C'pZ\MV�PGS P (N)VERIZON WIRELESS(AWS) UT OR H=too° lE� GSOR Qy ANTENNAS(TYP OF 2)ON NOTES: MOUNT PER DETAIL 1/A4.0 (N)VERIZON WIRELESS GP z z z z �y\M SURGE PROTECTOR SITE NAME 1. NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED MOUNTED ON(E) TO MATCH EXISTING STRUCTURE IF REQUIRED.VERIFY PAINT PE� EQUIPMENT SHELTER WALL E D IZ HOOK AWS MANUFACTURER AND FINISH WITH OWNER. w (N) (N) (N)SURGE PROTECTOR MOUNTED E1�p0\3?GTOa° a RRU TMA ON(E)EQUIPMENT SHELTER WALL �MMP`'�,2y0 (N)VERIZON WIRELESS RRU MOUNTED 2. SHELTER STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS. 5 o GP \M BEHIND ANTENNA(TYP OF 3) VERIZON WIRELESS INSTALLATION SHALL NOT START UNTIL w (E)VERIZON WIRELESS MW JUST ABOVE SHELTER ROOF ENGINEER RECEIVES COPY OF APPROVED STRUCTURALY o o ANTENNA TO REMAIN SITE ADDRESS (E) (E) x U U (N)VERIZON WIRELESS(TMA) 850 EDIZ HOOK RD. ANALYSIS OR ASSESSMENT. (E)VERIZON WIRELESS(PCS A/C) MOUNTED BEHIND 700 UPPER PORT ANGELES, K D. DPLX DPLX z w w ANTENNAS(TYP OF 3) ANTENNA TO(E)PIPE MOUNT 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING 98362 PLANS,SUBJECT TO OWNER APPROVAL. � � (N) EVERIZON WIRELTO REMAIN JUST ABOVE SHELTER ROOF ( ) ESS(850 B) (TYP OF 3) 4. RAYCAP DC SURGE PROTECTOR RCMDC 3315 PF 48 TO BE 0 V SURGE ANTENNAS(TYP OF 3) SHEET TITLE MOUNTED NEAR ANTENNAS,SECTOR TBD. w w PTCTR TO REMAIN 71 ANTENNAS(TYP OF(E)VERIZON E3)S(700 UPPER) TO REMAIN ENLARGED m cz> X14wfn 16.39 ANTENNA PLANS �>aI 3:-4 u'z �'mm N im CiN� -3:-4 um, tcn DD CDo Z ++D �� =mv -+mN =cmi-0 TN MN $C <nA c�np J0it �p7m0 W E SHEETNO. ANTENNA CONNECTION DIAGRAM ? s SCALE:3/16"=1'-0"(11X17 0' S' 10' A3.0 1 ANTENNA AND COAX/FIBER SCHEDULES 3 ANTENNA PLAN - PROPOSED SCALE:3/8"=1'-0"(22X34)) c • ANTENNA PER PLAN "- wireless MIN.3"STUD PIPE MOUNT W/1/2"0 U-BOLTS TO ANGLE BRACKETS (N)RRU OR TMA PER PLAN p"" CASCADIA PM 3322 SOUTH BAY ROAD NE (E)SHELTER ROOF OLYMPIA,WA 98506 PH:360.438.8002 (E)2X4 DOUBLE TOP PLATE A35 EA.STUD TO PLATE -(2)1/2"0 THROUGH BOLTS @ W OT OR AT MOUNT,TYP.TOP& 12"O.C.,LEDGER TO BACKER, E n • i n e e a e BOTTOM OF STUD CENTERED ON PLATE/BLICS, TOP&BOTTOM (E)MIN.2X4 @ 16"O.C. co STUD WALL •+rte 1-3XW/4"ANGLE BRACKT W/ N (2)1/2"0 BOLTS TO LEDGER @ L3X3X,/4"BACKER ANGLE TO SPAN r 6"O.C.,TYP.TOP&BOTTOM (2)STUDS MIN.TOP&BOTTOM x Q 4"SOLID BLK'S W/ W (2)A35 EA.END 4A asr�NAL�6 SCALE:1/4"=V-0"(11x17) 0' 2' 4' 8' 4-16-14 1 ANTENNA MOUNTING DETAIL = -0"(22X34) CPMPROJECTNO.: 6768 SCALE:1/2" ,' PRELIMINARY NO. DATE D/C 1 DESCRIPTION 0 10-08-13 JS/EG 90%CD REVIEW 3 12-02-13 JS/EG I CPM COMMENT 4 01-24-14 '/EG1 CLIENT COMMENT "SUBMITTAL NO. DATE D/C DESCRIPTION 0 04-15-14 1 JS/JS BP SUBMITTAL SITE NAME EDIZ HOOK AWS SITE ADDRESS 850 EDIZ HOOK RD. PORT ANGELES,WA.98362 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. A4.0 Address: 850 Ediz Hook Rd-Cell PREPARED 1/26/16, 9:07:18 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/26/16 ------------------------------------------------------------------------------------------------ ADDRESS 850 EDIZ HOOK RD CELL SUBDIV: CONTRACTOR : PHONE OWNER AIRTOUCH CELLULAR PHONE 4 PARCEL 06-30-00-0-0-0400-5004- APPL NUMBER: 15-00000276 COMM REMODEL --------------------------------------------------------------------------------------------- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------- ---------- -----------------------------------------——---------— BL99 01 1/26/16 BLDG FINAL January 26, 2016 9:10:45 AM jlierly. tyson 253-686-.0161 -------------------------------------- COMMENTS AND NOTES ---------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000276 Date 11/23/15 Application pin number . . . 407952 Property Address . . . . . . 850 EDIZ HOOK RD CELL REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-0-0400-5004- Application type description COMM REMODEL on your state excise tax form SubdProperty Name . . . . . . to the City of Port Angeles Pro ert Use s .l Property Zoning . . . . . . . INDUSTRIAL HEAVY (Location Code 0502) Application valuation . . . . 15000 ---------------------------------------------------------------------------- Application desc REPLACE 6 PANEL ANTENNA/ADD A-2 TO RRU'S ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AIRTOUCH CELLULAR OWNER DBA VERIZON WIRELESS MS231 15900 SE EASTGATE WY BELLEVUE WA 98008 ------------------------------------------ --------------------------------- " Permit - . . . . BUILDING PERMIT COMMERCIAL Additional desc CELL .TOWER ANTENNA UPGRADES Permit Fee . . . . 277.75 Plan Check Fee 180.54 Issue Date . . . . 11/23/15 Valuation . . . . 15000 4 Expiration Date 5/21/16 15 Qty Unit Charge Per Extension BASE FEE 95.75 13.00 14.0000 THOU BL-2001-25K (14 PER K) 182.00 ---------------------------------------------------------------------------- Special Notes and Comments 1 ' March 30, 2015 11:16:53 AM sroberds. The permit allows for addition to a cell tower site located in the PBP zone. The site is in a flood zone. A shoreline 1 ` substantial development permit was approved for this use in 1997; a conditional use permit was processed in 2015 to allow modification to site. The 2015 CUP acts as the flood zone permit. No land use issues anticipated. March 30, 2015 11:33:17 AM sroberds. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE - 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- Permit Fee Total 277.75 277.75 .00 .00 Plan Check Total 180.54 180.54 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 462.79 462.79 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law re ulating construction or the performance of construction. Date Print Name Signatur Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD - PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists%GirGirders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: - Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CIT ORT NGELES For City Use • CITY OF Permit# /6- ;r7(a W A S H I N G T O N . U . S. Date Received: - 321 E 51h Street Date Approved clals/ Port Angeles,WA 9836 P:360-417-4817 F: 360-417-4711 Email:permits@cityofpa.us BUILDING PERMI APPLICATION Project Address: 0So F-b j-z 'Iook- ;?-6 . �5d q-- gel 9 6 14&* �Zo466 Phone: - Primag Contact: Email: Name COiV, Phone City of Port Angeles 36o.417-4750 Property Mailing Address Email Owner 321 E 51h Street City State Zip Port Angeles WA 98362 Name Phone Verizon Wireless 509-998-9015 Address Email Applicant 5501 NE logth Court,#A-2 Information city State Zip Vancouver WA 98662 Contractor License# Earp.Date: TBD Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Public o63i00000000 $15,000 Buildings and Parks Residential ❑ Commercial X Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction x Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes ❑ No x Yes ❑ No x None None Project Description Verizon is proposing a modification to an existing Telecommunication Facility. Is project in a Flood Zone: Yes --WuX -Flood Zone Type: If in a Flood Zone, what is the valu of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. n t . (�� � ` Date Print Name Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2nd floor) Garage Carport Other(describe) Area Totals Commercial Structures Construction For Office Use Area Descriptions(SQ FT) Existing Proposed $Value new Floor area Floor area area Existing Structure(s) 1,835 SF Proposed Addition 15,000 Tenant Improvement? Other work(describe) Site Area Totals 1,835 SF Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot cov_lot size) Max Bldg Height N/A N/A N/A Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) 1,835 N/A Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # ortable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each a of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx PREPARED 3/20/15, 8 : 50 :47 PAYMENTS DUE RECEIPT .CITY OF PORT ANGELES PROGRAM BP820L --------- ---- ----------------------------------------- ----- --- ------------- APPLICATION NUMBER: 15-00000276 850 EDIZ HOOK RD CELL FEE DESCRIPTION AMOUNT DUE ---------- ----------------------------------------------------------------- PLAN CHECK FEES 180 . 54 BUILDING PERMIT - COMMERCIAL 227 . 05 STATE SURCHARGE 4 . 50 TOTAL DUE 412 . 09 Please present this receipt to the cashier with full payment . CITY OF PORT ANGELES *** CUSTOMER RECEIPT *** Oper: ACYGANOW Type: CT Drawer: 1 Date: 3/20/15 01 Receipt no: 27999 Year Number Amount 2015 276 850 EDIZ HOOK RD CELL PORT ANGELES WA 98362 8P MLDING PERMITS $412.09 Trans number: 1756986 CASCADIA 850 EDIZ HOOK Tender detail CK CHECK 84614 $412.09 Total tendered $412.09 Total payment $412.09 Trans date: 3/20/15 Time: 8:55:29 *** THANK YOU FOR YOUR PAYMENT *** FOR INQUIRIES 360-457-0411 PRESS 1 WWW.CITYOFPA.US *CENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403/4 03.993.3293 February 19,2015 QNS Ms.Amber Trimble Verizon t 1 RE: Verizon Wireless = "EDIZ HOOK 4X4" Antenna Mount Analysis Dear Ms.Trimble: Centerline Solutions performed a structural review of the existing antenna mount at the above referenced site.New mounts must be installed at Alpha and Gamma sector to safely support the new Verizon Antennas and RRU's.A modification to the existing Beta mount must be performed to prior to the antenna installation to adequately support the Verizon Antennas and RRU's. All new antennas and equipment shall be placed on the building as shown in the drawings issued by Vector Engineering. Please contact us with any questions. Sincerely, AS V FIT . 5 IS066ti9 AL _ Ryan Guerrero, PE ATT:Calculations CENTERE L),IN'.T: t I'� 16360 Table Mountain Pkwy, Golden, CO 80403/ 303.993.3293 Mount Analysis References: Standards-TIA-222-G CODES -IBC 2012, Port Angeles Structural Design Criteria ASCE7-10 Design Loads: Wind Load Factor: W-1.6 TIA 2.3.2 Dead Load Factor: D-1.4 Wind 3-sec gust: V-113 mph (Equivalent 126mph Vuit) Elevation (centerline): z-18.5 ft Structure Class: Class="II" Exposure: Exp="D" Topographic Category: Topo-"1" TIA 2.6.6.2 Crest Height(in ft): H-0 Topographic Factor, Kzt: Kzt=1 Wind Direction Factor, Kd: kd=—.85 TIA Table 2-2 Importance Factor, I: I=1 Velocity Pressure Coefficient, Kz: kz=1.068 TIA 2.6.5.2 Gust Effect Factor: G=—.85 TIA 2.6.7 Appurtenance Details: Appurt 1: h,:=83 in Antenna: HTXCW331821R000G w,:=20.5 in di:=7.0 in Profile,:="f" Profile Round or Flat (r/f) wt,:=67.7 lbf A,:=max(h,•w,,h,•d,)=11.816 ft2 Appurt 2: h2:=16.4 in RRU: A2 UNIT w2:=15.1 in d2:=3.3 in Profile2:="f" Profile Round or Flat(r/f) wt2:=22 lbf A2:=max(h2•w2,h2•Q=1.72 ft2 Appurt 3: Dia:=0 ft wtdi,h:=0 lb Cdish:=1.6641 w/out radome, TIA-222-G table C-1 Adish:=0.25•7r•Dia2 =0 ft2 Number of appurt 1: n,:=1 Number of appurt 2: n2:=1 ndish:=0 ��CENTERLJ i I D N S 16360 Table Mountain Pkwy, Golden, C660403 / 303.993.3293 Member Properties (pipe): Total Length; Ipipe=192 in Outer Diameter: ODpipe-4.5 in Section Modulus: Spipe=3.03•in' Steel Yield Strength: fy=36000 psi Free length of pipe: l free=0 in (total combinded top/bottom Standoff distance: dgo=12 in free length of pipe) Number of Brackets: nbr„ek:=2 Bracket Vertical Spacing: dbraek-48 in (distance from c/c of brackets) Anchor Diameter: OD„n,:j ,.=0.5 in Anchor Number per bracket: n.,..-2 Anchor Horizontal Spacing: d,,„,-6 in (distance from centerline of pipe) All Thread Thru-Bolt Anchor(y/n): Boltthrv,="y" Calculations: Wind Pressure, az Velocity Pressure: qz:=0.00256•kz•Kd•kd•V2 •I•psf=29.689 psf Appurt 1 Pressure: P1:=q,•G•C1=39.415 psf Appurt 2 Pressure: P2:=qZ•G•C2=33.622 psf Dish Pressure: Pd:=qz•G•Cdish=41.994 psf Pipe Mount Pressure: Pp:=qz•G•Cpipe=30.282 psf Antenna Wall Mount Check: Check bending of pipe Cantilevered Length of L,:=1pipe—dbrack—lfree—0.5 hl if antenna has a mount Pipe(top): Le=102.5 in within the bracket spacing Appurt. Wind Loads: Fl:=n1•Al•P1=465.728 lbf use 1/2 of antenna load only F2:=n2•A2•P2=57.82 lbf and assume RRU mounted between supports Dishp:=ndish•Adish.Pd=0 1bf Fp:=1pipe•ODpipe•Pp=181.694 lbf Pipe Stress Check: *Place total load at top of pipe minus 1/2 the antenna height otherwise at Top of free length - assumes all appurtenances are mounted at the same rad center. Moment Arm: Mom„,.,,,,:=L,. Factored Moment: M:=W (FI)•Mom„,.,,a+W•(F2) Mom,,,-0.33 Resistance Factor: 0:=.9 Bending Stress: o-u:= M =26.24 ksi spipe Allowable Stress: o-t:=0•fy=32.4 ksi Stress Check: Check pipe:=if i�n <1.0,"OK”,"NG”i="OK" l�n *CE T E R L I E 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Anchor Bolt Check: Dead load check for stealth structures D•(wtl•nl+Wt2•n2+DishP•ndish _ Dead Load per Bolt: BoItDL:_ ) _31.395 lbf nano•nbrack Calculate OTM on mount from side-assume full antenna and RRU load Factored Moment: OTM,,,,„17Lt:=W (F1+F2+DishP+FP)•d,0=13.541 kip•in Bolt Load (tension): Tloadbo,t= OTM—n' =(1.128.103) lbf (na,,c) 2 I'dant,nbrack Bolt Load : Sloadshear W•(F1+F2+DishP) Load (shear): boct:= +BoItDL=240.8141bf n'anc'nbrack Calculate OTM on mount from front-assume full antenna and RRU load - calculate reaction at the bracket in tension. Reaction at Bracket: R:= W (F1+F2+DishP)•(Moma,m+db,,,k) _(2.626 10') lbf dbrack Bolt Load (tension): Tload2bolt:= R =(1.313.103) lbf nano Conservative check for 1/2"sleeve anchors in hollow block with allowable loads per hilti and for A36 all thread rod thru bolts. Bolttension=2135.3011bf > Tload2bolt=1313.2341bf Boltte1.,jo,,=2135.3011bf > Tloadbolt=1128.3881bf Boltshear=1281.1811bf > Sload6olt=240.814115f z (Sloadboct�z (max(Tload2bolt:Tloadboct) � Checkbott:=if I OK„ 'ING)' I=-'OKI' I\l BOltshear l BOlttension Final Notes / Recommendations: Existing mounts were not installed per previous Mount Analysis dated 4/6/2009. New mounts must be installed at Alpha and Gamma sector, the mount at Beta sector will require a modification prior to the antenna installation to safely support the proposed Verizon Antenna and RRU load. Two propsed antennas are at each sector. Thus Alpha and Gamma sector will require two angle bracket mounts with two new backing angles per antenna. Antennas shall be mounted onto 4” std pipes. Mounts shall be spaced at 48"center to center with 1/2"thru-bolts (addtionally the top backer angles to be connected to the rafters with 3/8" lag screws). The mount at Beta sector will require the addition of two L2.5x2.5x5/16 angles, connected to the horizontal bracing member at the midspan between pipe mounts. Connections to match the existing single angle member connections. See construction drawings completed by Vector Engineering for more details. CENTERLINE Q t '+T{l+ 4 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Assumptions: No mount mapping was provided to Centerline Solutions at the time of this analysis. Dimensions of existing members were assumed based on photos, previous Mount Analyses, and construction drawings. If further analysis is required, please provide Centerline Solutions with a updated mount mapping for a further analysis. Disclaimer: Centerline Solutions performed this structural analysis of the mounting frame at which the antennas and rru's attach. No existing structural inspection or monitoring of the existing structure was performed by Centerline Solutions. The structural integrity of the structure supporting the antenna mount frame, any additional mounting bracket and/or additional support structure to which the mount is attached is assumed to be adequate. These structures are assumed to be constructed and designed in accordance with all applicable codes and standards. *CENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403/ 303.993.3293 February 19,2015 Ms.Amber Trimble Verizon RE: Verizon Wireless "EDIZ HOOK 4X4" Antenna Mount Analysis Dear Ms.Trimble: Centerline Solutions performed a structural review of the existing antenna mount at the above referenced site.New mounts must be installed at Alpha and Gamma sector to safely support the new Verizon Antennas and RRU's.A modification to the existing Beta mount must be performed to prior to the antenna installation to adequately support the Verizon Antennas and RRU's. All new antennas and equipment shall be placed on the building as shown in the drawings issued by Vector Engineering. Please contact us with any questions. Sincerely, NAS O�WASy ti �fr . 5 2 s066� SIONp1.�' Ryan Guerrero, PE ATT:Calculations CENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Mount Analysis References: Standards-TIA-222-G CODES - IBC 2012, Port Angeles Structural Design Criteria ASCE?-10 Design Loads: Wind Load Factor: W-1.6 TIA 2.3.2 Dead Load Factor: D-1.4 Wind 3-sec gust: V-113 mph (Equivalent 126mph Vuit) Elevation (centerline): z=18.5 ft Structure Class: Class-"II" Exposure: Exp="D" Topographic Category: Topo-"1" TIA 2.6.6.2 Crest Height(in ft): H-0 Topographic Factor, Kzt: Kzt=1 Wind Direction Factor, Kd: kd-.85 TIA Table 2-2 Importance Factor, I: I=1 Velocity Pressure Coefficient, Kz: kz=1.068 TIA 2.6.5.2 Gust Effect Factor: G—=.85 TIA 2.6.7 Appurtenance Details: Appurt 1: h,:=83 in Antenna: HTXCW331821R000G w,:=20.5 in d,:=7.0 in Profile,:="P Profile Round or Flat(r/f) wt,:=67.7 lb f A,:=max(h,•w„h,•d,)=11.816 ft2 Appurt 2: h2:=16.4 in RRU: A2 UNIT w2:=15.1 in d2:=3.3 in Profile2:="f" Profile Round or Flat (r/f) wt2:=22 lbf A2:=max(h2•W2,h2•Q=1.72 ft2 Appurt 3: Dia:=0 ft wtdtsh:=0 lb Cd23h:=1.6641 w/out radome,TIA-222-G table C-1 Adish:=0.25•7r-Dia 2 =0 ft2 Number of appurt 1: n,:=1 Number of appurt 2: n2:=1 ndi,h:=0 CENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Member Properties ioe): Total Length; 1pipe=192 in Outer Diameter: ODpipe=4.5 in Section Modulus: Spipe=3.03•in' Steel Yield Strength: fy-36000 psi Free length of pipe: 1free-0 in (total combinded top/bottom Standoff distance: d,,-12 in free length of pipe) Number of Brackets: nbrack:=2 Bracket Vertical Spacing: dbrack-48 in (distance from c/c of brackets) Anchor Diameter: ODa,,,eh,,,=0.5 in Anchor Number per bracket: na,,,e=2 Anchor Horizontal Spacing: daTLe-6 in (distance from centerline of pipe) All Thread Thru-Bolt Anchor (y/n): Boltth,.="Y" Calculations: Wind Pressure.qzz Velocity Pressure: q;,:=0.00256•kz•Kzt•kd•V2 -I•psf=29.689 psf Appurt 1 Pressure: P1:=qz-G•C1=39.415 psf Appurt 2 Pressure: P2:=qz•G•C2=33.622 psf Dish Pressure: Pd:=gz•G•Cdi,h=41.994 psf Pipe Mount Pressure: Pp:=qz•G•Cpipe=30.282 psf Antenna Wall Mount Check: Check bending of pipe Cantilevered Length of Le:=1pipe—db,.,,,Ck—l free—0.5 hl if antenna has a mount Pipe(top): L,=102.5 in within the bracket spacing Appurt. Wind Loads: Fl:=n1•A,•P1=465.728 1bf use 1/2 of antenna load only F2:=n2-A2-P2=57.82 1bf and assume RRU mounted between supports Dishp:= 'dish•Adish.Pd=01bf Fp:=1pipe•ODpipe-Pp=181.694 1bf Pine Stress Check: *Place total load at top of pipe minus 1/2 the antenna height otherwise at Top of free length - assumes all appurtenances are mounted at the same rad center. Moment Arm: Mom„,,,,,:=Le Factored Moment: M:=W (Fl)-Mom,,,,,,+W•(F2) Mom,,,•0.33 Resistance Factor: 0:=.9 Bending Stress: o-,a:= M =26.24 ksi Spip, Allowable Stress: o-,,:=0•fy=32.4 ksi Stress Check: Checkpipe:=if i�” <1.0,"OK","NG" _"OK" t 4, CENTERLINE 'g�sr?!_':`T fO 16360 Table Mountain Pkwy, Golden, COJ80403 / 303.993.3293 Anchor Bolt Check: Dead load check for stealth structures D•(wtl•n1+Wt2•n2+Dishp•ndish) Dead Load per Bolt: BoItDL:_ —31.395 1bf nano'nbrack Calculate OTM on mount from side - assume full antenna and RRU load Factored Moment: OTM,,,o,lnt:=W (Fl+F2+Dishp+FP)•d,,o=13.541 kip•in Bolt Load (tension): Tloadbolt:= OTM,,,,o„nt =(1.128.103) 1bf (name l 2 I'dams•nbrack Bolt Loadshear : Sload W'(F1+F2+Di8hp) ( ) both= +BoItDL=240.8141bf none'nbrack Calculate OTM on mount from front-assume full antenna and RRU load - calculate reaction at the bracket in tension. Reaction at Bracket: R:= W (Fl+F2+Dishp)•(Moma„a+dbrack) =(2.626.103) 1bf dbrack Bolt Load (tension): Tload2bolt:= R =(1.313.103) lbf nanc Conservative check for 1/2" sleeve anchors in hollow block with allowable loads per hilti and for A36 all thread rod thru bolts. Boltte,,,,jo,,=2135.301 1bf > Tload2bolt=1313.234 1bf Boltte,,,,,jaa=2135.3011bf > Tloadbolt=1128.388 1bf Boltshear=1281.1811bf > Sloadbolt=240.814 1bf \ \z Sloadbolt I Z (max(Tload2bolt,Tloadbott) I u "�cc n I "OKI' Check�tt:=if I i + <1.0, OK NG �= OK `r BOltsh.r) Boltt,..j. Final Notes / Recommendations: Existing mounts were not installed per previous Mount Analysis dated 4/6/2009. New mounts must be installed at Alpha and Gamma sector, the mount at Beta sector will require a modification prior to the antenna installation to safely support the proposed Verizon Antenna and RRU load. Two propsed antennas are at each sector. Thus Alpha and Gamma sector will require two angle bracket mounts with two new backing angles per antenna. Antennas shall be mounted onto 4" std pipes. Mounts shall be spaced at 48" center to center with 1/2"thru-bolts (addtionally the top backer angles to be connected to the rafters with 3/8" lag screws). The mount at Beta sector will require the addition of two L2.5x2.5x5/16 angles, connected to the horizontal bracing member at the midspan between pipe mounts. Connections to match the existing single angle member connections. See construction drawings completed by Vector Engineering for more details. CENTERLINE _ s� . 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Assumptions: No mount mapping was provided to Centerline Solutions at the time of this analysis. Dimensions of existing members were assumed based on photos, previous Mount Analyses, and construction drawings. If further analysis is required, please provide Centerline Solutions with a updated mount mapping for a further analysis. Disclaimer: Centerline Solutions performed.this structural analysis of the mounting.frame at which the antennas and rru's attach. No existing structural inspection or monitoring of the existing structure was performed by Centerline Solutions. The structural integrity of the structure supporting the antenna mount frame, any additional mounting bracket and/or additional support structure to which the mount is attached is assumed to be adequate. These structures are assumed to be constructed and designed in accordance with all applicable codes and standards. F CENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403/ 303.993.3293 February 19, 2015 Ms.Amber Trimble Verizon RE: Verizon Wireless "EDIZ HOOK 4X4" Antenna Mount Analysis Dear Ms.Trimble: Centerline Solutions performed a structural review of the existing antenna mount at the above referenced site.New mounts must be installed at Alpha and Gamma sector to safely support the new Verizon Antennas and RRU's.A modification to the existing Beta mount must be performed to prior to the antenna installation to adequately support the Verizon Antennas and RRU's. All new antennas and equipment shall be placed on the building as shown in the drawings issued by Vector Engineering. Please contact us with any questions. Sincerely, tv AS of WAS/lrj 52066 �SJONAL Ryan Guerrero, PE ATT:Calculations ��CE NTERLI N E I0! T 1 -J 5 16360 Table Mountain Pkwy, Golden, C6804-03 / 303.993.3293 Mount Analysis References: Standards-TIA-222-G CODES - IBC 2012, Port Angeles Structural Design Criteria ASCE?-10 Design Loads: Wind Load Factor: W-1.6 TIA 2.3.2 Dead Load Factor: D-1.4 Wind 3-sec gust: V-113 mph (Equivalent 126mph Vult) Elevation (centerline): z-18.5 ft Structure Class: Class-"II" Exposure: Exp="D" Topographic Category: Topo-"1" TIA 2.6.6.2 Crest Height(in ft): H-0 Topographic Factor, Kzt: K7t=1 Wind Direction Factor, Kd: kd-.85 TIA Table 2-2 Importance Factor, I: I=1 Velocity Pressure Coefficient, Kz: kz=1.068 TIA 2.6.5.2 Gust Effect Factor: G—=.85 TIA 2.6.7 Appurtenance Details: Appurt 1: h,:=83 in Antenna: HTXCW331821R000G w,:=20.5 in d,:=7.0 in Profile,:="f" Profile Round or Flat(r/f) wt,:=67.7 lbf A,:=max(h,•wl,hl•d,)=11.816 ft2 Appurt 2: h2:=16.4 in RRU: A2 UNIT W2:=15.1 in d2:=3.3 in Profile2:="f" Profile Round or Flat (r/f) wt2:=22 lbf A2:=Max(h2•w2,h2•d2)=1.72 ft2 Appurt 3: Dia:=O ft wtdiah:=0 lb Cdish:=1.6641 w/out radome,TIA-222-G table C-1 Adi,h:=0.25•-7r•Dia2 =0 ft2 Number of appurt 1: nl:=1 Number of appurt 2: n2:=1 ndi,h:=0 CENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Member Properties i el: Total Length; 1pipe=192 in Outer Diameter: ODPpe-4.5 in Section Modulus: Spipe=3.03•in' Steel Yield Strength: fy=36000 Psi Free length of pipe. l free=0 in (total combinded top/bottom Standoff distance: d,o-12 in free length of pipe) Number of Brackets: nbrack:=2 Bracket Vertical Spacing: dbra k-48 in (distance from c/c of brackets) Anchor Diameter: ODd7,:, .-0.5 in Anchor Number per bracket: nn,-2 Anchor Horizontal Spacing: do,,,,e-6 in (distance from centerline of pipe) All Thread Thru-Bolt Anchor(y/n): Boltthm="Y" Calculations: Wind Pressure.az Velocity Pressure: qz:=0.00256•kz•Kzt•kd-V' •I•psf=29.689 psf Appurt 1 Pressure: P1:=q,•G•Cl=39.415 psf Appurt 2 Pressure: P2:=qz•G•C2=33.622 psf Dish Pressure: Pd:=gz•G•Cdih=41.994 psf Pipe Mount Pressure: PP:=qz•G•Cpipe=30.282 psf Antenna Wall Mount Check: Check bending of pipe Cantilevered Length of Le:=1pipe—da,,Qek—lfree—0.5 hl if antenna has a mount Pipe (top): Le=102.5 in within the bracket spacing Appurt. Wind Loads: Fl:=n1•Al•P1=465.728 Of use 1/2 of antenna load only F2:=n2•AZ•PZ=57.82 lbf and assume RRU mountedbetween supports D2shP:=ndi,h•Adish•Pd=0 Of f Fp:=1pipe•ODpipe•PP=181.694 lbf Pipe Stress Check: *Place total load at top of pipe minus 1/2 the antenna height otherwise at Top of free length - assumes all appurtenances are mounted at the same rad center. Moment Arm: Moms,_,,,:=Le Factored Moment: M:=W (FI)•Moms,.,,,+W•(F2) Moms,.,,,•0.33 Resistance Factor: 0:=.9 Bending Stress: a,,:= M =26.24 ksi Spipe Allowable Stress: o-,,:=0•f y=32.4 ksi Stress Check: Checkpipe.=if <1.0,"OK","NG"i= ,OK" �TL ��CENTERLI E 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Anchor Bolt Check: Dead load check for stealth structures D•(wtl-n,+wt2-n2+Dishp-ndish) _ Dead Load per Bolt: BoItDL:= —31.395 lbf nano•nbrack Calculate OTM on mount from side - assume full antenna and RRU load Factored Moment: OTM.unt'=W (F1+F2+Dishp+Fp)•dso=13.541 kip•in Bolt Load (tension): Tloadbolt— OTMmount =(1.128.103) Of (nam 1 2 I'dant•nbrack Bolt Loadshear : Sload W•(Fl+F2+Dishp) ( ) b��t:= +BoItDL=240.8141bf nano•nbrack Calculate OTM on mount from front- assume full antenna and RRU load - calculate reaction at the bracket in tension. W (F1+F2+Dishp)•(Moura,.,,,,+db,.�k) — Reaction at Bracket: R:= — 2.626.10s) lbf dbrack Bolt Load (tension): Tload2b.1t:= R =(I.313-10') Of nanc Conservative check for 1/2" sleeve anchors in hollow block with allowable loads per hilti and for A36 all thread rod thru bolts. Boltten,,j.=2135.301 Of > Tload2bolt=1313.234 Of Boltte1,j .L=2135.301 Of > Tloadbatt=1128.3881bf Boltshear=1281.181 Of > Sloadbolt=240.814 1bf z Check�tt:=if Sloadbatt 2 +(max(Tload2bott,Tload�,oct) <1.0, OK" « NG (= OK llBOltshear) l Bolttensiaa J Final Notes/ Recommendations: Existing mounts were not installed per previous Mount Analysis dated 4/6/2009. New mounts must be installed at Alpha and Gamma sector, the mount at Beta sector will require a modification prior to the antenna installation to safely support the proposed Verizon Antenna and RRU load. Two propsed antennas are at each sector. Thus Alpha and Gamma sector will require two angle bracket mounts with two new backing angles per antenna. Antennas shall be mounted onto 4" std pipes. Mounts shall be spaced at 48"center to center with 1/2"thru-bolts (addtionally the top backer angles to be connected to the rafters with 3/8" lag screws). The mount at Beta sector will require the addition of two L2.5x2.5x5/16 angles, connected to the horizontal bracing member at the midspan between pipe mounts. Connections to match the existing single angle member connections. See construction drawings completed by Vector Engineering for more details. CENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Assumptions: No mount mapping was provided to Centerline Solutions at the time of this analysis. Dimensions of existing members were assumed based on photos, previous Mount Analyses, and construction drawings. If further analysis is required, please provide Centerline Solutions with a updated mount mapping for a further analysis. Disclaimer: Centerline Solutions performed this structural analysis of the mounting frame at which the antennas and rru's attach. No existing structural inspection or monitoring of the existing structure was performed by Centerline Solutions. The structural integrity of the structure supporting the antenna mount frame, any additional mounting bracket and/or additional support structure to which the mount is attached is assumed to be adequate. These structures are assumed to be constructed and designed in accordance with all applicable codes and standards. V" V00 EDIZ HOOK 4X4 ~12Mwireless Ver/ nwireless CONSTRUCTION DRAWINGS PROJECT DATA PROJECT CONTACTS DRAWING INDEX SITE ADDRESS: 850 EDIZ HOOK RD GOVERNING CODES_ APPLICANT SHEET DESCRIPTION P" PORT ANGELES,WA 98362 VERIZON WIRELESS CASCADIA PM IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL AMENDMENTS 3245 158TH AVE MS 231 T1 0 TITLE SHEET LATITUDE: 48-08-30 33 N BELLEVUE,WA 98008 T2 0 GENERAL NOTES 3322 SOUTH BAY ROAD NE LONGITUDE: 123-26-07 67 W NEC-2008,NATIONAL ELECTRICAL CODE OLYMPIA,WA 98508 SOURCE. VZW SMR PROPERTY OWNER Al 0 OVERALL SITE PLAN PH:360 438 8002 DATUM: NAD 63 A.D.AA.COMPLIANCE CITY OF PORT ANGELES INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION PO BOX 1150 A2 0 ENLARGED SITE PLAN JURISDICTION: CLALLAM COUNTY HANDICAP ACCESS IS NOT REQUIRED PER A D A PORT ANGELES,WA 98362 A30 ELEVATION&DETAIL APN: 0630000004005004 ZONING CLASSIFICATION: P_PBP STRUCTURE OWNER A40 ENLARGED ANTENNA PLANS VERIZON WIRELESS p C E N T E R L 1 N E GROUND ELEVATION: 10'AMSL 3245 158TH AVE MS 231 z of I T o rss TOP OF(E)SHELTER ROOF. 10'AGL BELLEVUE,WA 98008 DRAWING LEGEND AdvanckV Work5s Networks OCCUPANCY GROUP: U PRINCIPAL ENGINEER, CONSTRUCTION TYPE: II-B NETWORK CONSTRUCTION —— — — — — SUBJECT PROPERTY LINE 4�LR yq„ VERIZON WIRELESS ADJACENT PROPERTY LINE (�(� WAS/�``7 3245 158TH AVE MS 231 LEASE AREA BELLEVUE,WA 96008 vj COAX (E)COAX ROUTE PROJECT SUMMARY DRIVING DIRECTIONS ZONING AND PERMI-MNG CONSULTANT HYBRID (N)HYBRID CABLE ROUTE CASCADIA PM -------T TELCO ROUTE a 733 SEVENTH AVE,SUITE 209 ------------TIP TELCO/POWER ROUTE '�7{ KIRKLAND,WA 98033 P POWER ROUTE THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: FROM SEATTLE INTERNATIONAL AIRPORT: RICK STOCKMAN F FIBER ROUTE 51322 PH:425 890 1437 - 1 PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY 1 MERGE ONTO WA-518 E(1 6 MI) --F/P FIBER/POWER ROUTE 2 TAKE THE EXIT ONTO 1-5 S(21 6 MI) SITE ACQUISITION CONSULTANT - EXISTING FENCE 2 PROPOSED REMOVAL OF SIX(6)PANEL ANTENNAS WITH INSTALLATION OF SIXCASCADIA PM 3 TAKE EXIT 1328 FOR WASHINGTON 16 W TOWARD BREMERTON(0 6 Ml) 109TH CT,STE A-2 (6)PANEL ANTENNAS AND THE INSTALLATION OF THREE(3)A-2 UNITS TO THE 4 KEEP LEFT TO CONTINUE ON WA-16 W(26 9 MI) 5501 NE RRU'S VANCOUVER,WA 98662 CPM PROJECT NO. 8405 5 CONTINUE ONTO WA-3 N(25 1 MI) PAMELA TURNER X PRELIMI_.-ABY 3 VERIZON WIRELESS OPERATES THEIR ANTENNAS ON THE ROOFTOP OF THEIR 6 TURN LEFT ONTO STATE ROUTE 104 WIWA 104 W/HOOD CANAL BRIDGE(151 MI) PH:360 567 3790 ELEVATION MARKER EQUIPMENT SHELTER THERE IS AN ADJACENT TOWER THAT HOLDS THE GPS 7 SLIGHT RIGHT ONTO THE RAMP TO HWY 101 NIUS-101 NIOLYMPIC HWY(0 3 MI) X-X,X NO. DATE D/C DESCRIPTION 8 KEEP RIGHT AT THE FORK,FOLLOW THE SIGNS FOR US-101 N AND MERGE STRUCTURAL ENGINEER 0 Ot•OS•15 CLIMS 9056 CD REVIEW ONLY CENTERLINE SOLUTIONS 1 01.29-15 CUCL CPMCOMMENT ONTO HWY 101 N/US-101 N/OLYMPIC HWY(35 0 MI) 16360 TABLE MOUNTAIN PARKWAY 9 TURN RIGHT ONTO E FRONT ST(2 0 MI) GOLDEN,CO 80403 X ---A SECTION MARKER 10 SLIGHT RIGHT ONTO MARINE DR(2 0 MI) KHRISTOPHER SCOTT,P E,LEED AP X-X X SUBMITTAL 11 CONTINUE ONTO EDIZ HOOK RD(0 8 MI) PH:303 993 3293 NOI DATE I DIC I DESCRIPTION 0 102-17-151CL/CLI BP SUBMITTAL ESTIMATED TIME: 2 HOURS 29 MINUTES CITY C F PORT ANGELES-construction Plans ESTIMATED DISTANCE: 133 MILES The Issi iance of this permit based upon these plans specific itions and other data shall not prevent the buildin official from thereafter requiring the SITE NAME *orrectl of errors in said plans,specifications ad . PROJECT VICINITY MAP other d ta,or from preventing building operations EDIZ HOOK 4X4 being c rried on thereunder when in violation of ttll *'odes a d ordinwx=of this jurisdiction. ALL W MK Sum=ToFIELD APPaDvAL SITE ADDRESS 25TA EDIZ HOOK RD PORT ANGELES,WA 98362 APPROVAL LIST j ` TITLE SIGNATURE DATE SHEET TITLE PROJECT LOCATION PROPERTY OWNER TITLE — — VZW REPRESENTATIVE SHEET W,e 16,39• PROJECT MANAGER �sy '' o r r n n g e s r s H a r A o r .._—_ a� N SITE ACQUISITION w SHEET NO. TN �MN ZONING Wr S, WE CONST.MANAGER T1 .0 RF ENGINEER S AAV MANAGER GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET V_< 2 PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM Mrl=wireless INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL 3, PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3, NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER DUCTS,ETC,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS 4 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D) LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY CAB CABINET MW MICROWAVE P" 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CASCADIA PM APPLICABLE CODES,REGULATIONS,AND ORDINANCES CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS CL CENTERLINE NEC NATIONAL ELECTRICAL CODE COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC WIRELESS OR THE ARCHITECT/ENGINEER. 3322 SOUTH BAY ROAD NE AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT OLYMPIA,WA 80505 SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5• THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE THEY DO PH:360430,502 SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE REGULATIONS, NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CO COPPER N/A NOT APPLICABLE CONSTRUCTION,SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING 7 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY CONC CONCRETE OC ON CENTER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS, COND CONDUIT OD OUTSIDE DIAMETER a C E N T E R L I N E UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND $o I.'T"'N WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6, ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER Adan<ugwuelasaerM 6. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 7, CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF LOAD CONT CONTINUOUS OT OVERHEAD FIBER FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT PROVIDE ADEQUATE Tr SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE [O O4 WAS 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE DIC DRAFTER/CHECKER PL PROPERTY LINE WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD Cq 10 DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK DIA DIAMETER PM PROJECT MANAGER THE WORK. 9, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS DIM DIMENSION PROJ PROJECT 11 THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, 51322 PAVING.CURBS,GALVANIZED SURFACES,ETC„AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS, DN DOWN PROP PROPERTY THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR PRESSURE TREATED j �� toLANDLORD, 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I E.,DRYWALL,PLYWOOD,CEILING PANELS, DTL DETAIL P7 ONAL ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RO ROUGH OPENING 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, CPM PROJECT NO. 8405 RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHT OF WAY IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. PRELIMINARY A, THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT 13, CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER N0. DATE DIC DESCRIPTION PROJECT COMPLETION, ELEV ELEVATION REO REQUIRED 0 Oi-05-15 CUMSI 9DYYb CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 1 101-29-151CUCLI CPM COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EO EQUAL SBTC SOLID BARE TINNED COPPER OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMITTAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SHT SHEET NO. DATE DIC DESCRIPTION C THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 0 02-17-15 CUCL 8P SUBMITTAL 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UT19LITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SQ SQUARE 17, ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL SITE NAME 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL EDIZ HOOK 4X4 SPECIAL INSPECTION A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501 GWB GYPSUM WALL BOARD TOM TOP OF MASONRY INSPECTOR. SITE ADDRESS 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH 850 EDIZ HOOK 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, AND AWS 131 K RD .1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER GRND GROUND TNND TINNED PORT ANGELES, K 88362 STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. TABLE J2A IN THE AISC"MANUAL OF STEEL CONSTRUCTION",9TH EDITION. 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA UNO)AND HVAC HEATING,VENTING 6 AIR CONDITIONING UBC UNIFORM BUILDING CODE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS, STANDARD CUT WASHERS, 4, INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED 5, NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA HT HEIGHT UNO UNLESS NOTED OTHERWISE GENERAL NOTES IF THE CONSTRUCTION TOOK PLACE ON SITE CONTINUOUS INSPECTION WILL NOT BE REQUIRED GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE 6, ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER 5, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN INSUL INSULATION VERT VERTICAL SHEET NO. CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL WORKMANSHIP PROVISIONS. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS INT INTERIOR WP WATERPROOF �� . A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT JBOX JUNCTION BOX W/ WITH HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICBO REPORT. LB(S) POUND(S) W/O WITHOUT NOTE: SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL IMAGES,DEED AND SITE PHOTOS, VOrl"n wireless W EDIZ HOOK RD k CASCADIA PM INGRESS f EGRESS FROM W EDIZ HOOK RD 1322 SOUTH BAY ROAD NE OLYMPIA,WA 985M PH:360A38 8002 P P -P- --P•--,_ p _.p --�.o p— p.. _p,—.—P— P P P P. - #CENTERLINE AaVancdgH4e/arAivwoks i APN:0630000004005004 WAsy��c� r ' VERIZON WIRELESS PROJECT AREA rt. SEESHEETAI.1 co 1 fONAL CPM PROJECT NO.: 8405 PRELIMINARY NO. DATE DIC DESCRIPTION 0 01.05.15 CUMS 90%CD REVIEW 1 01.29-15 CUCL CPM COMMENT SUBMITTAL N0. DATE OfC DESCRIPTION 0 02-17-15 CUCL BP SUBMITTAL SITE NAME _ EDIZ HOOK 4X4 SITE ADDRESS -- __ 850 EDIZ HOOK RD, PORT ANGELES,WA,98382 SHEET TITLE PORT ANGELES HARBOR 18.39• OVERALL N SITE PLAN TN MN W E SHEET NO. S A1 .0•® SCALE:1"=29-0"(11X17) 0' 1a 20' Q. 1 OVERALL SITE PLAN SCALE:1 1a-a(22x34) P —P- ---P- - --P- —— p---'-- P----P— _._p—. ---P---. .._.P_----_. - P P- - P-------p;---_----___P__ � p .p:.. 0 / (E)OH POWER LINE VO HYqq wl releS.S (E)ACCESS GATE (E)UTILITY POLE r- - 1 - - (E)VERIZON WIRELESS PANEL + (E)ACCESS GATE (E)VERIZON WIRELESS-� tto ANTENNAS(TYP) ,r CASCADIA PM EQUIP,SHELTER. 3322SOUTH BAY ROAD NE I OLMPIA,WA 88508 PH:380,438 8002 (N)VERIZON WIRELESS(AWS) (E)CHAIN LINK FENCE y 1 ANTENNAS(TYP OF 3) (E)VERIZON WIRELESS(TMA) (TYP OF3) CENTERLINE SOl,IT 10 N� 1 - b Adanang MWafNeMaA7 t -(E)VERIZON WIRELESS RRU A3.0 WITH(N)A-2 UNIT(TYP OF 3) (N)VERIZON WIRELESS i (700 UPPER)ANTENNAS I. Q��R JA J� (TYP OF 3) O} W��,ti rA . �; Llc*,. ~ 0 C- (E)VERIZON WIRELESS yyQ�� SURGE PROTECTOR (E)OTHER CARRIER x (TYP OF 3) EQUIP.SHELTER A N b O CPM PROJECT NO.: 8405. PRELIMINARY pq 1 N0. DATE DIC DESCRIPTION 0 Ot-05-15 CUMS 90%CD REVIEW I 1 01-29-15 1 CUCL CPM COMMENT (E)VERIZON WIRELESS PANEL SUBMITTAL ANTENNAS(TYP) NO.1 DATE D/C DESCRIPTION 0 02-17-15 1 CUCL BPS LIBIMITTAL SUBMITTAL SITE NAME EDIZ HOOK 4X4 (E)OTHER CARRIER — OWER ON CONC.PAD (E)VERIZON WIRELESS MW ANTENNA SITE ADDRESS 850 EDIZ HOOK RD, PORT ANGELES,WA,98362 1 � k ) SHEET TITLE 16,39° ENLARGED SITE PLAN TN MN 43'-T W E SHEET NO, S / 02.® SCALE:3/18"=1'-0"(11X17) 0' S' 10' 1 ENLARGED SITE PLAN SCALE:3/B"=,'-0-(22X34) (E)CHANNEL OR I-BEAM (N)CONNECTION TO(E)MEMBER— NOTES: (MEMBER TYPE TO BE TO MATCH(E)OR APPROPRIATE ME LBER(CONNECTIONS SINGLE ANGLE MEMBER(CONNECTIONS TO MATCH(E) PM/GC TO VERIFY PAINTING REQUIREMENTS WITH VERIFIED AT ROOF LEVEL) WELDED CONNECTION SINGLE ANGLE CONNECTIONS), JURISDICTION PRIOR TO ORDERING SUPPORT STRUCTURES, PLACED AT MIDSPAN BETWEEN ATTACHMENTS,ANTENNAS,AND OTHER APPURTENANCES ANTENNA MOUNTING PIPES 1 VIFIZMwireless (E)SINGLE ANGLE BRACING MEMBER (E)SINGLE ANGLE BRACING MEMBER CASCADIA PM 3322 SOUTH BAY ROAD NE OLYMPIA,WA 98508 PH:380,438,8002 (E)SINGLE ANGLE BRACING MEMBER #CENTERLINE (N)L2,5X2.5X5/,6"SINGLE ANGLE (E)ANTENNA MOUNTING PIPES(TYP) $'It ITIONS MEMBER(CONNECTIONS TO MATCH AdmxlVWdafwslV^vlAr (E)SINGLE ANGLE CONNECTIONS), (E)SINGLE ANGLE-HORIZONTAL PLACED AT MIDSPAN BETWEEN BRACING MEMBER(BRACING e S£l R JA�►- ANTENNA MOUNTING PIPES VERTICAL ANTENNA MOUNT PIPES) �p�pf WASy�� (E)OTHER CARRIER TOWER— NOTES: y 3 EXISTING MOUNTS WERE NOT INSTALLED PER PREVIOUS w O MOUNT ANALYSIS DATED 4/6/2009.NEW MOUNTS MUST BE INSTALLED AT ALPHA AND GAMMA SECTOR.MOUNTS MUST BE INSTALLED OR MODIFIED AS SHOWN IN THE DETAILS BELOW. 1 2 (E)OTHER CARRIER ANTENNAS SCALE:NTS(11XI7) ONS (j (EOF3)850 ANTENNAS 2 BETA SECTOR ANTENNA MOUNTING DETAIL SCALE:NTS(22X34) (TYP OF 3)TO REMAIN v (E)PCS ANTENNAS(TYP OF 3) CPM PROJ CT NO.' 8405 TO REMAIN PRELIMINARY (N)AWS ANTENNA(TYP OF 3) NO. DATE DIC DESCRIPTION (N)700 UPPER 0 01-05-15 C MS 90 CD REVIEW ANTENNA PER PLAN 1 01.29-15 CUCL CPM COMMENT ANTENNA(TYP OF 3) SUBMITTAL (E)VERIZON WIRELESS NO. DATE D/C DESCRIPTION MW ANTENNA TO REMAIN 0 02-17-t5 CUCL BP SUBMITTAL (E)&(N)VERIZON WIRELESS h ANTENNA TIP HEIGHTn 11 /�(N)MIN.4"STD PIPE MOUNT 1/2"0 VARIES. SEE 1/A3.0 / U-BOLTS TO ANGLE BRACKETS (E)SURGE PROTECTORS —(E)RRU PER PLAN (TYP OF 3)TO REMAIN (E)TMA(TYP OF 3) SITE NAME TO REMAIN (E)VERIZON WIRELESS A-2 UNIT MOUNTED RU WITH(N)A-2 UNIT (N)L6X3X1/4"BACKER ANGLE,LLH TTO O(E)RRU PER PLAN EDIZ HOOK 4X4 RRU (TYP OF H CONNECTED TO EX.RAFTERS W/ (2)NEW 3/8"LAG SCREWS.ANGLE ( TO SPAN A MIN.2 RAFTERS ` h —(E)SHELTER ROOF —=- — SITE ADDRESS (E)BUILDING ROOF LINE 10'-0" II'--�� 850 EDIZ HOOK RD L_I (E)6'-0"TALL CHAIN LINK PORT ANGELES,WA.98362 " FENCED COMPOUND (E)VERIZON f (E)2X4 DOUBLE TOP PLATE WIRELESS SHELTER (N)A35 EA STUD TO (N)1/2"0 THROUGH BOLTS @ SHEET TITLE /i.��✓rJ%%%i / l�%•%�'`•f'r%'7�`-/� ��^• -- =.`r' PLATE AT MOUNT,TYR `� 12"O.C.,LEDGER TO BACKER, y//// •/j %✓ !!!!/!//!/`!/� ,/vvr r i%>"/`f' i TOP BBOTTOM OFSTUD CENTER ED ONPLATE lBLK'S, ELEVATION %y�flff/✓f�:/j.r//.+J.:f.!�/,/f!•:rf/[.1/!f1✓,/%I�✓I^,✓,.%•!.✓r• l!fil✓!�✓t`j//.!•f!!r/frl/l,,,'j,ffti%/!f,j/,!rr�✓.,'/.rl�tf!j,;fr.�•��rJ�✓%f/�!`r/'„ti/v!r//�/i!/ft^fr1,!t'✓,,/%3../'�,�y/!, ,'!!jy!!%//�,;"/dJ,/r.f�r%.'f./,/�/,/:/f.�!�/,•fj//•i•7-�',�fi��.r,%�',� I TOP&BOTTOM ELEVAT{ON & YMIN.2X4@16"o.c.I//f! MOUNTING DETAIL IL(E) ir STUD WALL !/ (E)GRADEOO r• rf/r�� f/ {/. r/,. //frv, !!, f!/Y. / / /'///f� f /: . (10'AMSL) n , / 1 /'r i!r// ,�r,r,f � Y!.//!r r / // ni,•!. (N)L3X3X1/4"ANGLE BRACKET W/(2),12"0 BOLTS TO LEDGER (N)0X3X11/4"BACKER SHEET NO. r r @ V.D.C.,TYP.TOP&BOTTOM ANGLE TO SPAN(2)STUDS (N)4”SOLID BLK'S MIN.TOP&BOTTOM �� W/(2)A35 EA END SCALE:1/8'=VAY'(,1X17) 0' 4' B' 16' SCALE:NTS(11X17) 1 WEST ELEVATION - PROPOSED SCALE:1/4"=,'�'c�X34) 3 ALPHA/GAMMA SECTOR ANTENNA MOUNTING DETAIL SCALE:NTS(22X34) (E)ANTENNA MOUNT f E)ANTENNA MOUNT (E)850 8 AZIMUTH=t 90° AZIMUTH=:, t 270° ALPHA SECT (E)SURGE AZ)MUTF(=ippR'y PROTECTOR (E)PCs A �ii`� wireless (TYP OF PER REMAIN 3)TO � MUr-ALPHASECrOR 1��,0 SEGSOR H MOUNTED EQUIPMENT SCHEDULE GPMM�jN,2�. s II" ALPHAS py\M L.1 EcrQ SECTOR QUANTITY (N)/(E) SERVICE TYPE OR ANTENNA MODEL 6 TIP HEIGHT AZIMUTH MECH DIMENSIONS WEIGHT 5 AZIMUTH=7�R ALPHA 1 (E) PCS A BXA-1185063 ECF NT SPECIFICATION 22 03 100• DOWNTILIT 61-W X 3 2-D X 40 S-L 10 LBS PS�EG 5 e?j (E)7pp UPp i (N) AWS HTXCVY331821RODOG 21.98' 120• 0• 20,59/)%7.0'D%83,01 Bn Les C,p.MM�N` ALPHAS ER ECT, 1 (E) 850 B BXA-6000318CF 22 05' 100• 1. 11 2W X 4.6'D X 94.71 24 LBS Py\M,61P Saa AZIMUTH=7p�R 1 (N) 700 UPPER HTXCM31821R000G 2196' 120• D• 20,5'W X 7.0'D X 830'L 67.7 LBS PSgG�� OA 1 (E) 700 UPPER TMA 9,91W X 84'D X 111 22 LBS GpMM V^<N (E)VERIZON WIRELESS(AWS)ANTENNAS 1 (E) AWS RRU 17'W_X 7,2.0%2VL 51 L89 p2\M (TYP OF 3)TO BE REPLACED pb" 1 (E) SURGE PROTECTOR 050 1 (N) AWS RRU A2 UNIT(4-WAY Rx DIV.MOD) 15.1W%3.3.0 X 16A'L 22 LBS (E)VERIZON WIRELESS RRU �51�G.1OR (E)VERIZON WIRELESS(PCs A/C) CASCADIA PM MOUNTED BEHIND ANTENNA GPMN uSNQ ANTENNAS(TYP OF 3) 3322 SOUTH BAY ROAD NE BETA 1 (E) PCs A BXA-185040/BCF 22,03' 175• 2• 11,8'W X 4.7'D X 46 M 13 LBs (TYP OF 3) \M TO REMAIN OLYMPIA,WA 98506 1 (N) AWS HTXCW331821R000G 21.98' 1801 0• 20.5'WX 7.0'D X 8301 67.7 LBS (E)VERIZON WIRELESS(TMA) PH:360436.6002 1 (ET 6508 BXA-B0040/6CF 22.05' 175' 2° 29,BWX7.9'DX94.71 50 LBS MOUNTED BEHIND IN)700 IV,�� 1 (I4) 700 UPPER HTXCW331821R000G 21,96' 180• 0• 20.51WX ZO'D X 83.01 87.7 LBS UPPER(TYP OF 3)TO REMAIN D n ANTENNA WIRELESS MW m� ANTENNA TO REMAIN 1 (E) 700 UPPER TMA 9,9-WX64•DX11"L 22 LOS (E)VERIZON WIRELESS(700UPPER) u v 1 (E) AWS RRU 17'W%7.2D X 20'L 51 LBS ANTENNAS(TYP OF 3)TO BE 0 (E)VERIZON WIRELESS(850 B) A ANTENNAS(TYP OF 3) 1 (N) AWS RRU A2 UNIT(4-WAY Rx DIV.MOD.) 15.1 W%3.3"D X 18.41 22 LBS REPLACED N C E N T E R L I N E TO REMAIN SC-1 rT'0 u 5 1 (E) SURGE PROTECTOR Adrdncvg 4Y/refets'/1k01o'kt GAMMA 1 (E) PCS A SXA-185083/BCF 22.03' 250• 3' SA'W X 3 2'0%48,8"L 10 LBS In 0T m•.- D m 'Y�- - y3➢m 16,39° 1 (N) AWS HTXCW331S21ROOG 21.98' 240• 0• 20,5WX7.0'D X830'L 87.7 LBS CZ Yc - N�1~ Nmm N( O wAs v7j, 1 (E) 8508 BXA-800B3f8CF 22,05' 250• 3• 11.2W X 4.6"D X 94,7L 24 LBS m too C➢c{ _, -11 - X Q�' 1 (N) 700 UPPER HTXCVM3182IR000G 21,96' 240• 0• 20,5'WX7,0'DX83,01 67.7 LBS n 2 S0M -1/NON Sfn TN /MN 1 (E) 700 UPPER TMA9.9W X 8,4'D X 11'L 22 LOS µD IJ-4,9 m 0,1 u p 1 (E) AWS RRU 17W X 7,2'D X 2D'L 51 LBS g p w 70 A +�A N� W \ 0• 1 (N) AWS RRU A2 UNIT(4-WAY Rx DIV MOD) 15.1 W X 3.3-D X/8.4'L 22 LBS Z h., 1 (E) SURGE PROTECTOR i S SCALE:3/16"=1'-0"(11X17) 0' 5' 10' 51322 NEAR EDP, 1 (E) SURGE PROTECTOR 2 ANTENNA PLAN - EXISTING SCALE:3/8"=V-O"(22X34) SfONAL 0 (E)ANTENNA MOUNT AZIM MUT tom- 90 CPM PROJECT NO.: 8405 (E)ANTENNA MOUNT (E)850 8 COAX/FIBER SCHEDULE AZIMUTH=1270• ALPUHIATSECTOR PRELIMINARY DIPLEXED/ -(E)SURGE H 100•-� O. DATE DIC DESCRIPTION SECTOR QUANTITY NEW OR EXIST. TYPE TRIPLEXED SERVICE TYPE PROTECTOR (E)PCS 0 01.05-15 CUM5 90%CD REVIEW A,B.G 1 EXIST. 1 09'FIBER/PWR N(A AWS (TYP OF 3) J*ALPHA SECT, 1 01"29.15 C1 ICL CPM COMMENT JQ?EO 121MU7ji' - OR ALPHA 2 EXIST, 1 5/8"COAX N/A 850/PCS (N) SUBMITTAL 2 EXIST, 15/B"COAX WA 700 (E) (E) (N) 700 �� �NJ BETA 2 EXIST. 1518"COAX N/A 950/PCS 850 PCS AWS UPPER GYQq`� �g '`I(,cgt'YS. NO.1 DATE I D/C DESCRIPTION 2 EXIST. 1 518 COAX NIA 700 `C1�G,\0 0° It MLT,sFC P �i qui 0 02-17-15 CUCL BP SUB ITTAL GAMMA 2 EXIST, 15f8'COAX NIA 85D/PCS I N u� P5� J ya7TOR 2 EXIST, 1518'COAX NIA 700 I I w w w 0: IY W ��/ �/ �� ?0. a. a D- i RET I(La a s G YMJ P \7R spa i I > > I n I > ? lR)Y OR (i° - �Ty�CTUR NOTES: i w w I i i w wMPj�s250 (N)VERIZON WIRELESS(AWS) 72pR - ( I G \MV ANTENNAS(TYP OF 3) SITE NAME 1. PM/GC TO VERIFY PAINTING REQUIREMENTS WITH JURISDICTION I a50a PRIOR TOORDERING SUPPORT STRUCTURES,ATTACHMENTS, I (E) (E) 16l qOR° EDIZ HOOK 4X4 ANTENNAS,AND OTHER APPURTENANCES, I RRU W/ I TMA SEG (E)VERIZON WIRELESS(PCS AIC) I (N)A-2 UNIT MOUNTED TO(E)VERIZON MMP ,25� ANTENNAS(TYP OF 3) WIRELESS RRU MOUNTED BEHIND � 2 STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS.VERIZON ANTENNA(TYP OF 3) WIRELESS INSTALLATION SHALL NOT START UNTIL ENGINEER0 O o q a �m m SITE ADDRESS RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR v . (E)VERIZON WIRELESS(TMA) -{ 3 a (E)VERIZON WIRELESS MW 850 EDIZ HOOK RD ASSESSMENT, MOUNTED BEHIND(N)700 c%O1 i�L ANTENNA PORT ANGELES,WA 98362 UPPER(TYP OF 3) _n D 3. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX w ° (E)VERIZON WIRELESS(850 B) CABLE PLACEMENT1. :-.4A ANTENNAS(TYP OF 3) 4, RAYCAP DC SURGE PROTECTOR RCMDC-3315-PFAB TO BE �(CE E UPPER)ANTENNAS(TYP OF 3) SHEET TITLE MOUNTED NEAR ANTENNAS,SECTOR TBD. R ENLARGE D joy$ D _Z ;DN 16.39- 38° ANTENNA PLANS I„ =i ��c Ccl>n �mCO TN /MN µ I Iw D0 � n O 0 o �'A°A ° p N W E SHEET NO. ANTENNA CONNECTION DIAGRAM °? .>a S 04.0 1 ANTENNA AND COAX/FIBER SCHEDULES 3 ANTENNA PLAN - PROPOSED SCALE:3/16"= 0' 5' 1I SCALE:3/8"=V-0"(22X34) EDIZ HOOK 4X4 V 12=wireless Ver0.IZ2nwireless CONSTRUCTION DRAWINGS PROJECT DATA PROJECT CONTACTS DRAWING INDEX SITE ADDRESS. 850 EDIZ HOOK RD GOVERNING CODES APPLICANT SHEET 7 DESCRIPTION po" PORT ANGELES,WA 98362 VERIZON WIRELESS CASCADIA PM IBC-2012,INTERNATIONAL BUILDING CODE W1 LOCAL AMENDMENTS 3245 158TH AVE MS 231 Ti 0 TITLE SHEET LATITUDE: 48-08-30 33 N BELLEVUE,WA 98008 T2 0 GENERAL NOTES 3322 SOUTH BAY ROAD NE LONGITUDE: 123-26-07 67 W NEC-2008,NATIONAL ELECTRICAL CODE OLYMPIA,WA 98506 SOURCE: VZW SMR PROPERTY OWNER Al 0 OVERALL SITE PLAN PH:3604388002 DATUM: NAD 83 A.D.A.COMPLIANCE CITY OF PORT ANGELES INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION PO BOX 1150 A20 ENLARGED SITE PLAN JURISDICTION: CLALLAM COUNTY HANDICAP ACCESS IS NOT REQUIRED PER A D A PORT ANGELES,WA 98362 A3 0 ELEVATION 8:DETAIL APN: 0630000004005004 ZONING CLASSIFICATION: P_PBP STRUCTURE OWNER A4 0 ENLARGED ANTENNA PLANS VERIZON WIRELESS *CENTERLINE GROUND ELEVATION: 1 O'AMSL 3245 158TH AVE MS 231 1 I i I O N s TOP OF(E)SHELTER ROOF: 10'AGL BELLEVUE,WA 98008 DRAWING LEGEND AoWnciogLYae/ N~rks OCCUPANCY GROUP: U PRINCIPAL ENGINEER. SER CONSTRUCTION TYPE: II-B NETWORK CONSTRUCTION ——— — — — SUBJECT PROPERTY LINE VERIZON WIRELESS ADJACENT PROPERTY LINE WASy�� 3245 158TH AVE MS 231 0 BELLEVUE,WA 98008 LEASE AREA COAX (E)COAX ROUTE Q' PROJECT SUMMARY DRIVING DIRECTIONS ZONING AND PERMITTING CONSULTANT — HYBRID — (N)HYBRID CABLE ROUTE CASCADIA PM T TELCO ROUTE 733 SEVENTH AVE,SUITE 209 T/P TELCO/POWER ROUTE KIRKLAND,WA 98033 p POWER ROUTE f THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: FROM SEATTLE INTERNATIONAL AIRPORT: RICK STOCKMAN + 51322 PH:425 890 1437 F FIBER ROUTE 1 PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS FACILITY 1 MERGE ONTO WA-518 E(1 6 MI) F/P FIBERIPOWER ROUTE 2 TAKE THE EXIT ONTO 1-5 S(21 6 MI) SITE ACQUISITION CONSULTANT EXISTING FENCE IQNAL E 2 PROPOSED REMOVAL OF SIX(6)PANEL ANTENNAS WITH INSTALLATION OF SIX 3 TAKE EXIT 1328 FOR WASHINGTON 16 W TOWARD BREMERTON(0 6 MI) CASCADIA PM (6)PANEL ANTENNAS AND THE INSTALLATION OF THREE(3)A-2 UNITS TO THE 4 KEEP LEFT TO CONTINUE ON WA-16 W(26 9 MI) VAN5501 NE VE 109TH CT,866 A-2 RRU'S 5501 NE 109TH C ,STE CPM P CT NO 8405— 5 CONTINUE ONTO WA-3 N(25 1 MI) PAMELA TURNER X PRELIMINARY 6 TURN LEFT ONTO STATE ROUTE 104 WIWA 104 W/HOOD CANAL BRIDGE(15 1 MI) PH:360 567 3790 ELEVATION MARKER 3 VERIZONEQUIPMENT WIRELESS OPERATES THEIR ANTENNAS ON THE ROOFTOP OF THEIR k X NO. DATE D/C DESCRIPTION EQUIPMENT SHELTER THERE IS AN ADJACENT TOWER THAT HOLDS THE GPS 7 SLIGHT RIGHT ONTO THE RAMP TO HWY 101 NIUS-101 NIOLYMPIC HWY(0 3 MI) STRUCTURAL ENGINEER ONLY 8 KEEP RIGHT AT THE FORK,FOLLOW THE SIGNS FOR US-101 N AND MERGE CENTERLINE SOLUTIONS 0 01-25-15 LEMS 909b CD REVIEW ONTO HWY 101 NIUS-101 NIOLYMPIC HWY(350 MI) 1 01.29-15 L/CL CPM COMMENT 16360 TABLE MOUNTAIN PARKWAY 9 TURN RIGHT ONTO E FRONT ST(2 0 MI) GOLDEN,CO 80403 X k —� SECTION MARKER 10 SLIGHT RIGHT ONTO MARINE OR(2 0 Mi) KHRISTOPHER SCOTT,P E,LEED AP SUBMITTAL 11 CONTINUE ONTO EDIZ HOOK RD(0 8 MI) PH:303 993 3293 NO DATE DIC DESCRIPTION 0 02.17-15 CL/CL BP SUBMITTAL ESTIMATED TIME: 2 HOURS 29 MINUTES ESTIMATED DISTANCE: 133 MILES SITE NAME PROJECT VICINITY MAP EDIZ HOOK 4X4 SITE ADDRESS 850 EDIZ HOOK RD PORT ANGELES,WA 98362 APPROVAL LIST SHEET TITLE TITLE SIGNATURE DATE PROPERTY OWNER TITLE PROJECT LOCATION - — - VZW REPRESENTATIVE SHEET ro`^q Por r A n g e I r $ a o . e o r 16.39° PROJECT MANAGER` —.— i w N SITE ACQUISITION TN MN ZONING SHEET NO. wO y wryAf '�s, W E CONST MANAGER_ T1 .0 RF ENGINEER " AAV MANAGER GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILJTY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR. LF LINEAR FEET ■ 2, PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1, WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AOL ABOVE GRADE LEVEL MAX MAXIMUM Wheless INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. AWK1 AMERICAN WIRE GAUGE MECH MECHANICAL LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3, PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC„SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER, DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC, 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK, AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D) LOCAL CODES OR REGULATIONS TAKE PRECEDENCE, NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERSION WIRELESS AND THE ARCHITECTIENGINEER HARMLESS FROM ANY .. CAB CABINET MW MICROWAVE 8. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CASCADIA PM APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS CL CENTERLINE NEC NATIONAL ELECTRICAL CODE COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC WIRELESS OR THE ARCHITECT/ENGINEER. 3=SOUTH SAY ROAD NE AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS CLO CEILING NIC NOT IN CONTRACT OLYMPIA,WA 0500 SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5, THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO PH:31MA30AM SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES ,PLR CLEAR NTS NOT TO SCALE REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CO COPPER NIA NOT APPLICABLE CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION,THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY CONCRETE DC ON CENTER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECTIENGINEER SHALL TECHNIQUES,SEQUENCES,AND,PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS, COND CONDUIT OD OUTSIDE DIAMETER *CENTERLINE UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND sot U T IONS WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. S. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION, CONST CONSTRUCTION OP OVERHEAD POWER Aola�argllLsleuAUeMatr 8, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1DSC WITHIN 5 7; CONSTRUCTION MATERIALS SHALL BE SPREAD-OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT - CONTINUOUS Or OVERHEAD FIBER FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION, SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT,PROVIDE ADEQUATE — ,. SHORINGIBRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE :OQ O�wqS, S�►. 9,,. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE DIC DRAFTERiCHECKER PL PROPERTY UNE WHENEVER ANY PERSONNEL ARE ON SITE. S; IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES q� WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE;THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD ' 10; DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK, DIA DIAMETER PM PROJECT MANAGER THE WORK. 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS, DIM DIMENSION PROJ PROJECT 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, .5:1322 PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. ON DOWN PROP PROPERTY THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR j �W LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, DTL DETAIL PT PRESSURE TREATED ETC.)SHALL BE REPLACED TO MATCH EXISTING. 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, DYK3 DRAWING RD ROUGH OPENING CPM PROJECT NO.. 0405' RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHT OF WAY IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE, PRELIMgiARY. A... THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL I ELECT ELECTRICAL RRU REMOTE RADIO UNIT DIC E RIPTIUN 13, CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER, PROJECT COMPLETION, ELEV ELEVATION REQ REQUIRED 0 �DATE 1 9D%-CD REVIEWB. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECTIENGINEER, 1 15 14 WHERE A CONSTRUCTION DETAIL 18 NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET DESIGN AUTHORITY AND THE BUILDING OFFICIAL, iUBMTITAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION, EXT EXTERIOR BHT SHEET NO. 'DATE DIC DESCRIPTION C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 0' 02-17,15 C L BP SUBMITTAL 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING U719LMES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE,THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE .EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE, FLR FLOOR SQ SQUARE 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO i D,., COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS, :FT . FOOT,FEET 68 STAINLESS STEEL 'MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL SITE NAME 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM GALv GALVANIZED STRUCT STRUCTURE,STRUCTURAL EDIZ HOOK 4X4 SPECIAL INSPECTION A123-A123MM-022UNLESS NOTED OTHERWISE.. GO GENERAL CONTRACTOR TOC Top 00 CONCRETE 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM ASW,GRADE A OR A501, GWB GYPSUM WALL BOARD TOM TOP OF MASONRY INSPECTOR, SITE ADDRESS 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC OR GRADE THRU THROUGH 850 EDIZ HOOK RD. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT,, AND AWS 01.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER ORND GROUND TNND TINNED PORT ANGELES,WA.98362 STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED, TABLE J2A IN THE AISC'MANUAL OF STEEL CONSTRUCTION",9TH EDITION. 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE 4, BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS-(SAY'DIA.UNO)AND WAC HEATING.VENTING A AIR CONOMONING UBC UNIFORM BUILDING CODE , BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS, STANDARD CUT WASHERS, 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED S, NONSTRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 618"DIA HT HEIGHT UNO UNLESS NOTM OTHERWISE GENERAL NOTES IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE REQUIRED GALVANIZED ASTM A307 BOLTS U.N.Q. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE, S. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. 10 INSIDE DIAMETER OF UNDERGROUND FIBER 5, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN INSUL INSULATION VERT VERTICAL SHEET NO., CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL WORKMANSHIP PROVISIONS. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS. INT INTERIOR W? WATERPROOF A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT JBOX JUNCTION BOX W/ WITH T2.0 HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICBO REPORT. LB(8) POUND(S) WINO WITHOUT - NOTE: SITE PLAN DERIVED FROM;EXISTING DRAWNGS,GIS,AERIAL IMAGES,DEED AND SITE PHOTOS. – W EDIZ HOOK RD . - - •- INGRESS I EGRESS FROM W EDIZ HOOK RD CASCADIA I'M 7322 SOUTH SAY-ROAD WE .. .• -.. PH:380130.9062 l m mmmm.-IIIIIIII0.� --–Po P —.P--P' P P *CENTERLINE ' »•..-- r , M1.rstgNLsde9:AreMaTb APN:0630000004005004 ZONE:P PBP ' , p� O 'WAS/i �A • I VERIZON WIRELESS PROJECT AREA ' SEEWEETAIA PM•PROJECT NO.: 8405 PRELIMINARY �. m �, 0 01� 2 05i5 _ 90%CO REVIEW 1' 01.28-15• C17GL CPM-COMMENT SUBMITTAL O. :DATE. IC DESCRIPTION, 0 CZ-17-15. QL1•L APSUBMITTAL SITE NAME EDIZ HOOK 4X4 SITE ADDRESS. �.. 850 EDIZ HOOK RD. PORT ANGELES,WA,98382 r _ SHEET TITLE 16.39• OVERALL rPORT ANGELES HARBOR N SITE PLAN f/ TN N W E SHEET NO. S A1 .0 . SCALE:I"-2a�'(,1x17) u1a 2a 40 1 OVERALL SITE PLAN scALE:,•=,a a crtxa4� P._ p. .p per-- p r_ _ P - P. - P--- P --P—, P P- (E)ACCESS GATE P--..—: (E)UTILITY POLE \�(E)OH POWER LINE i6rf=wireless `I• -._moi .ry. ....F_.... .. ...r. .. -.. ' ri 12'-8' 4'-Y (E)VERIZON WIRELESS PANEL * (E)ACCESS GATE (E)VERIZON WIRELESS—' 330 ANTENNAS(TYP) CASCADIA PM i EQUIP.SHELTER, 3322 SOUTH SAY ROAD NE OLYMPIA,YAA 98608 PH:360.438 8092 (N)VERIZON f . WIRELESS I�(E)CHAIN LINK FENCE ANTENNAS(TYP OF 3) (E)VERIZON WIRELESS(TMA) (TYP OF3) *CENTERLINE SOl J110nc 1 I (E)VERIZON WIRELESS RRU - + •0 H WITH(N)A-2 UNIT(TYP OF 3) (N)VERIZON WIRELESS iR J (700 UPPER)ANTENNAS (TYP OF 3) 9 p dog WASy,��A L (E)VERIZON WIRELESS N SURGE PROTECTOR (E)OTHER CARRIER (TYP OF 3) EQUIP.SHELTER A K. r §, 9 A PM PR .:ETN 5405. PRELIMMW 0.§ DATE 1 DIC DESCRIPTION „ 0 01-05.15CUMS 90 D REVIEW ^ 1 01-29-15.CULL CP.M COMMENT (E)VERIZON WIRELESS PANEL SUMTTAL ANTENNAS(TYP) [NO. DATE DIC DESCRIPTIO 0 02-17-15 CUCL BP SUB ITTAL SITE NAME (E)OTHER CARRIER I EDIZ HOOK 4X4 OWER ON CONC.PAD (E)VERIZON WIRELESS MW ANTENNA + SITE ADDRESS. 850 EDIZ HOOK RD, j q 12_1• PORT ANGELES,WA.58382 f y 17.8' * _ SHEET TITLE 10,39. ENLARGED u SITE PLAN 43=7' W, .` E SHEET NO. S A2.0 SCALE:3118"=1'-0"(11X17) b' 10' 1 ENLARGED SITE PLAN SCALE:3ff„_1.-V( ) (E)CHANNEL OR I-BEAM' z (N)CONNECTION TO(E)MEMBER NOTES: (MEMBER TYPE TO BE TO MATCH(E)OR APPROPRIATE ME L2 iR('CONNECTIONS SINGLE ANGLE PWGC TO VERIFY PAINTING REQUIREMENTS WITH VERIFIED AT ROOF LEVEL) WELDED CONNECTION MEMBER(CONNECTIONS TO MATCH(E) JURISDICTION PRIOR TO ORDERING SUPPORT STRUCTURES, SINGLE ANGLE CONNECTIONS). , PLACED AT MIDSPAN BETWEEN ATTACHMENTS,ANTENNAS,AND OTHER APPURTENANCES,' ANTENNA MOUNTING PIPESW�I@IBSS (E)SINGLE ANGLE BRACING MEMBER (E)SINGLE ANGLE BRACING MEMBER CASCADlA PM • 3372 SONE UTH DAY ROAD . o�YnnPuti viase5m PH:3W.43@.WM (E)SINGLE ANGLE BRACING MEMBER *CENTERLINE (N)L2.5X2.5X5/18"SINGLE ANGLE (E)ANTENNA MOUNTING PIPES(TYP) $0147 1 O Hs MEMBER(CONNECTIONS TO MATCH AdwjdV Wa%wM9W&* (E)SINGLE ANGLE CONNECTIONS), (E)SINGLE ANGLE-HORIZONTAL PLACED AT MIDSPAN BETWEEN BRACING MEMBER(BRACING �s 11;R J ANTENNA MOUNTING PIPES VERTICAL ANTENNA MOUNT PIPES) T� QQ O�WAS/��. (E)OTHER CARRIER TOWER....' N moi. y W I EXISTING MOUNTS WERE NOT INSTALLED PER PREVIOUS MOUNT ANALYSIS DATED 40/2009.NEW MOUNTS MUST BE INSTALLED AT ALPHA AND GAMMA SECTOR.MOUNTS MUST BE INSTALLED OR MODIFIED AS SHOWN IN THE DETAILS BELOW. tle: 2 (E)OTHER CARRIER ANTENNAS SCALE:NTS(11X17) (E)850 ANTENNAS 2BETA SECTOR ANTENNA MOUNTING DETAIL sCALE:Nrsc22X34> f (TYP OF 3)TO REMAIN v (E)PCS ANTENNAS(TYP OF 3) rCPMPR CT NO.' . .0405; TO REMAIN NPRELWINARY (N)AWS ANTENNA(TYP OF 3) 0. •DATE DA; 1. DESCRIPTION i .1s .0 REVIEW (N)700 UPPER' /,,,—ANTENNA PER PLAN 1 Ot-2915 CU__ • PM EOMMEN7 ANTENNA(TYP OF 3) SUBMITTAL a (E)VERIZON WIRELESS al DATE 0/C. 'DESCRIPTION MW ANTENNA TO REMAIN 0 02-17-15 CUCL BP SUBMITTAL (E)&(N)VERIZON WIRELESS -STD PIPE MOU ANTENNA TIP HEIGHT UN BOLTS TO ANGLE BRACKETS 1@"0 VARIES-SEE 1/A3.0 (E)SURGE PROTECTORS (E)RRU PER PLAN (TYP'OF 3)TO REMAIN (E)TMA(TYP OF 3) .. .. (N)A-2 UNIT MOUNTED 8 SME TO REMAIN " (E)VERIZON WIRELESS .'., TO I RRU NTH(N)A,2 UNIT (N)LSX3X1/4"BACKER ANGLE,LLH. (E)RRU PER PLAN ED IZ HOOK 4X4 (TYP OF 3) CONNECTED TO EX,RAFTERS W/ (2)NEW 3/8"LAG SCREWS.ANGLE TO SPAN A MIN,2 RAFTERS (E)SHELTER ROOF (E)-0 BUILDING ROOF LINE '�' SITE ADDRE88 85D EDIZ HOOK RD, 10PORT ANGELES,WA.98382 ' ❑ (E)8'-0"TALL CHAIN LINK ` FENCED COMPOUND (E)VERIZON _ (E)2X4 DOUBLE TOP PLATE WIRELESS SHEER `'"' _ _ —(-- :_- r_ (N)A35 EA.STUD TO LT (N)IWO THROUGH BOLTS� SHEET TITLE !r—� 12"O.C.,LEDGER TO BACKER, " r 'UNN, AT MOUNT,TYP, E R CENTERED ON PLATE/BLICS, T TOP 8 BOTTOM OF STUD P ��/� •T` 11 � !.s•• ✓ ,+� +' O &BOTTOM ELEVATION & (E)MIN.2X4Q18"OC. MOUNTING DETAIL l,,� �r r :' r�• ,.: ,r%;;!!., y .y , ,r: ., , r� r , sruo wAll f !• (EGRADE11 ,C (N)La)=1/4"ANGLE BRACKET.SL) VV/(2)1/2"0 BOLTS TO LEDGER (N)L3X3X1/W BACKER SHEET NO. Q V.O.C.,TYP.TOP 8 BOTTOM ANGLE TO SPAN(2)STUDS MIN.TOP 8 BOTTOM �� o (N)4"SOLID BL K'S,. 1N/(2)A35 EA.END ... 1 WEST ELEVATION - PROPOSED SCALE:11C i'-VW(;1X34) 0 4' °' '� 3 ALPHA/GAMMA SECTOR ANTENNA MOUNTING DETAIL SCALE:NTS(11 - • SCALE:1/4"=1'-0"(22X34) SCALE:NTS(22X34) ' (E)ANTENNA MOUNT JE)ANTENNA MOUNT (E)850 B AZMAU4H=t az(F1DgFi=t 10' ALPHA SEC (E)SURGE PROTECTOR (E)PCS A www 11==wireless (TYP OF l�l,� REMAIN 3'TO ALPHA a gZIMUTMEp '_� MOUNTED EQUIPMENT SCHEDULE ;tY+'' tf (,M W8 uEc(OR QUANTITY (14 10) SERVICE TYPE ANTENNA MODEL 0 7 iP HEIGHT A2LMUTH MEC". LBMEMIONO wr'ILIH r PyM 5, 10pR'�► . OR EQUIPMENT SPECIFICATION DOWNTILIT ��PW ALPHA 1 (E) PgsA BXM1e6aalecF 22 A3' 1oa 1• 0,1Wx32Vx40.51 )OLBs Gg ; �1 !E)7000PpER + 641 Aws Hrxcw9a1621Ro5oG 2+,90• 12V a 20,5'WX 7.0.13 x 03.01 67.7 LBB Gp`�MPpH. ALPI)A SECT 1 (E) 060 B BXA4=03MCF 2209 10a 1• 11.2-W X 4,S`DX 91.71 24 LBS p1?M pC5 P AZIg4Urj.1='OR + 0'4 700 UPPER MUCV431821R000G 21.95' 120• V. 20.5-W X 7,aD x 5a.WL .67.7 LOS da �• • I IE) 700 UPPER TMA 9.9W X 0 4'D X 111 22 LBS PRM1 s•• (E)VERIZON WIRELESS(AWS)ANTENNAS 1 (E) AWS RRU - - 17w+17,2`DX201 .G P BE REPLACED Bt Les p7.1 TY OF 3)TO PLA SURGE PROTECTOR AWS RRU A2 UNIT(4-VWY RxDIV.MOD.) 't55:+•uv,X 7i:9'C%15.4`L ZzL86. (E)VERIZON WIRELESS RRU.. : '•(E)VERIZON WIRELESS(PCS AIC) CASCADIA PM MOUNTED BEHIND ANTENNA P s (TYP OF 3) �N, ANTENNAS N(TYP OF 3) 3322 SOUTH BAY ROAD NE BETA 1 .(E). PC6 A BXA4a504omCF 22,08' :'175• 2• 11,9`WX 4.7•D%45,01 ISUIS TO REMAIN. OLYMPIA,WA 98508 1. 8'0 AWS HTXCW551821RO80G 21.W 180• 0• 20.6'WX7,0'DX88,0'L 07;7 LBS. ymjn - PH:36DA30'8002 (E)VERIZON WIRELESS(TMA)' C 1 (E) 6500 M A-BOU4OW _ _ 22AV 175• 2' 23,swx 7.'D X 94.7L SOLOS MOUNTED BEHIND IN)700 �J - 1 R+) 700 UPPER HDLcvu931821R0000 2+:98 1w a 20.6'WX 7Arox 111M 07.7 Lee UPPER(TYP OF 3)TO REMAIN ANTENNA MAIN MW I..... s - . VERIZON BELE .07. 70C UPPER TIM 9.9W X8,9%111 '221,138 U � �D ,(E)VE SS (E)VERIZON WIRELESS(700 UPPER) n m 5E). . . Awa RRU 17wx r.2'D x 2aL s1 Les ANTENNAS(TYP OF 3)TO BE � , (E)ANTENNAS WIRELESS(050 B) 1 (N) .- AWS.RRU .. _A2UNIT(4-WAYRxDIV.MOD,) . :. .15.Lwxm0ax16:41 221.88 REPLACED •' 'T T MAIN PO ' *CENTERLINE 5'_ v,� ANTENNAS(TY F3 SURGE PROTECTOR s p.RE S01,JTIOH+ GAMMA, 1' (E) PC8 A 8)U+-1B6008/OCF • 22.09' , ' 250 9•. B.1 W X 3.2`0 X 40.ML 10 LB8 - V 4L m 16.39° R.T r. 1 04 .�.. AWB. ..HUCW931IMM000 21.95• 240• ri' .20.5'.Wx 7.o'D X 03.OY- .87.7 LS9 - 1 (4 550 0 exa-600Ba/BCIF 22AW -2SIr .. a..-' 11.2wX 4,6`0 x 94.r•L 24 LB8. too.. 3 .-• _ G N �� t'W�`/f -I in N 700 UPPER" MCVJ991621R0000 .. 27.95 240' �' 0"� 20.6'WX 7.ft k 08,01 ..67.7 LBS � n Z =O'C �=r�+L".�/ x � N, MI• O 1 (Fa ?W UPPER TMA .. .. . .. 9.9W x 8,4*DX 11•L 22 LBB w D �O II t7. I� - . k� m T NQ .. ' 1 (E) Aw8 _RRU . . 17W%7.2`DX201. 51 LOS �O gip. u^( .. ,W, ;.•,E y . 'f 1. 1 fM AWSRRU A2 UNIT(4-MY Rx DIV,MOD:) 1S:1WX3.YDX10.4i 22LOS ..,....- .. � 1 �) �' •' SURGE PROTECTOR NEAR EQR.�� 1 (E). .. .. .. sL9t0E PROTECTOR ._-, . .. .. .. .... .... .--- .. .. =t=o"(11x17) 0'. ..... .. 5' ., - .. .. 10' � 51322 Tsc�- 3118"2 ANTENNA PLAN - EXISTING3a.V-O"(22XM) _ f41VAL tw- ANTENNA MOUNT,.. (E)850 TEN t MOUNTCPM.PR ECT•N 8405. E) (E)AN COAX/FIBER SCHEDULE AZIMurH=*270• � ASEcroR PRELIIY�NARY SECTOR QUANTITY NEW OR EXIST. TYPE DIPLFXED/ SERVICE TYPE •- (E)SURGE a 100• - - . TRIPLE%ED PROTECTOR O. .DATE 0 DES RIP.TK)k' (TYP OF 3) !M1' (E).PCS A 0�' D1-05-15 CL11VlS +9D°li'.CD REVIEW A:ILG 1 EXIST.. .1.0V FIDERFM WA AWB• `' •-7U.PFIq,SECT "1• .01.29:15; UCL PM' MMENT I QQF.RA', . AZIMUTH a OR,.. ALPHA' 2 : EXIST..., ISW COAX NIA 960IPC8 10AJ`GtV'_ Of - z Exlsr. 15/B•cOAx WA 700 (N) `��'. a (N SUBMITTAL. ;(El. lEl. (N) 700 •1' �r -FE-TA 2 EXO3T, 1 6/8•COAX N/A 550mce 850 PCS AWS UPPER " . Am ��.. .NO. TE IC DESC IPTK)N z ExIST. . 16/5•CON( ffp NIA 700 OI1+i90A -2 EXIST. - 1 610'COAX ...NIA. OSO/PC8 - - - . .. 2 , EXIST. ISIS-COAX WA 700 Lu a •, RET dl lu 0- C7f I - . f NOTE$: '- ', �. � '. ' ,;LpS�"s IN)VERIZON WIRELESS(A1lYS). 2 W W 212 W W Ps'- jH' � ••.' ANTENNAS(TYP OF 3) $ITE NAME 1. PMIGC TO VERIFY PAINTING REQUIREMENTS WITH JURISDICTION B PRIOR TO ORDERING SUPPORT STRUCTURES,ATTACHMENTS, (E) �._ (E) '���:�° EDIZ HOOK 4X4 ANTENNAS,AND OTHER APPURTENANCES, RRU VV/ TMA (N)A-2 UNIT MOUNTED TO(E)VERIZON (E)VERIZON VIRELES3.(PCS AIC) ANTENNAS(TYP OF 3) (N)A-2 L WIRELESS RRU MOUNTED BEHIND OP sdOL)nY 2. STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS.VERIZON ANTENNA(TYP OF 3) 9 WIRELESS INSTALLATION SHALL NOT START UNTIL ENGINEER i t� RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR (E)VERIZON WIRELESS(TTM) =(^ SITE ADDRESS ASSESSMENT, f° MOUNTED BEHIND(N)700 C T (E)VERIZON WIRELESS MW 850 EDIZ HOOK RD. w f W W w tr UPPER(TYP OF 3) i> ANTENNA PORT ANGELES,WA.98362 3. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT. y (E)VERIZON WIRELESS(850 B) (N)VERIZON WIRELESS(70D vj ANTENNAS(TYP OF 3) 4. RAYCAP DC SURGE PROTECTOR RCMDC-3315-PF-48 TO BE (E) UPPER)ANTENNAS(TYP OF 3) SHEET TITLE SURGE ENLARGED MOUNTED NEAR ANTENNAS,SECTOR TBD. P(CTR _ `, m^ m^ 78. w �I y$ p m Z r y ps Al � ANTENNA PLANS I II mz n a.>S .n`o' TN /NMI mt71 n o z n 9 N W' E SHEET NO.. ANTENNA CONNECTION DIAGRAM Q SCALE:3118"=1'-0 (11x17) 0 6" 1q I 4• 1 ANTENNA AND COAX/FIBER SCHEDULES 3 ANTENNA PLAN - PROPOSED SCALE:3re„=,'-0".(22x34)