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Home My WebLink About2006-09-29 4119 WHEATON WAY - Permits� I I Building W Plumbing Lj � t � I I ♦7 AV ® Alarm/Sprinkler ❑ I)UR C SPLC;'I'10NS THI: R[1ILD[NC PERM[T 8c APPR(}VI+,I7 PLANS SHA[I., BE ()N SITE Permit ##BIi06 004� P For Inspections Call (360) 473- 5870 Approved Date Notes stl�OUNI)ATION ( Erosion Control In Place UO NOT PO[1[2 ('ON('I([ ;'1'D; Forcrrdation Footing (Checlt Setbacks) PRIM 11) AVY"RODVAL Foundation Walls Plumbing Ground Work In Slab Mechanical Footillaq Insulation lid "JIMBIN6 Rough. In 2 MECHA NI ('A 1, Duct / Vent GAS 111 PE Support / Test / Meter set (,d Under Floor Framing FRA MI N6 2 rla are CIIJf)r'(J1rL'C.I �th IN.�i'll1aA7'l()N fit , All ot'the alcove must llc• approved prior to final Shear &Hold Dowrr. Connections L&I Electrical Approved Ventilation Requirements Under; floor Walls 1 !*'ltVA1, F.I,F.C.'TRICAI. rlepr, oft,alim �t rnd�rsr,� MAINTENANCE �IfrfloW, tiYater Meters PUBLIC S 47.?-5870 Gt 473-5270 473-5270 ILI. (%INAL IN.S'1'E . ONS COMPI,IsTED Occupancy Approval (,Single 4%3 *arnily Residence Orr.iv) DO NOT O('C.IJPY BUILDING WITHOUT I3UII,DING DI;PAR'I'M�,N'[ APPROVAI, PROTECT THIS L'AIdU FROM THE WL'r1T HG,R SSA Stewart • Alt Allaoua • Perkins April 10, 2006 Mr. Randy Clay Altair CSI Inc. 6247 Palatine Ave. N Seattle, WA 98013 Ow[ C1n tw APR 11 2006 V BREMERTON-DEPT. OF f�OMMUNIIY DEVELOPME P NED � Re: Acoustical Report—Clearwire WA-KIT406-B Parker Lumber v J L Q 2006 Site: 4119 Wheaton Way, Bremerton, WA 98310 Dear Randy: This report presents a noise survey performed in the immediate vicinity of the proposed Clearwire telecommunications facility at 4119 Wheaton Way in Bremerton, Washington. The survey extends from the proposed enclosure location to the nearest property lines. The purpose of this report is to document the extent and impact of the acoustical changes due to the proposed cabinet fans. This report contains data on the existing and predicted noise environments, impact criteria, and an evaluation of the predicted sound levels as they relate to the criteria, and recommendations for improvement if appropriate. Noise Code The property is located in the City of Bremerton zoning jurisdiction, which is within Kitsap County. The proposed site is zoned commercial, and all receiving properties are also zoned commercial. According to Bremerton Municipal Code Section 6.32.010, commercial zones are designated District II. City of Bremerton Municipal Code Section 6.328.040 Environmental Sound - Maximum Permissible Levels limits noise from District II property as follows: District II Receiver: Noise is limited to 60 dBA 24 hours a day. Ambient Conditions Existing sound levels were measured at the site to determine the current ambient sound levels. Sound level measurements were taken on April 7, 2006 using aLarson-Davis Model 820 sound meter'. The average ambient noise level measured was 63 dBA dominated by noise from local vehicle traffic. The weather during the measurement period was clear with dry roads and no precipitation. ' Precision integrating sound level meter that meets ANSI requirements for a Type 1 instrument. 222 I�truria Street, Suite 10i�� Seattle, Washington 98109 06.839.0819 ph // 206.839.0824 TY Predicted Equipment Noise Levels The new equipment consists of one Clea, Ah a IQ-4000VS Site Support Cabinet, which according to manufacturer data has a 55 dBA noise level at 5 feet. To predict the equipment noise levels at the receiving property lines, this survey used the methods established by Air -Conditioning and Refrigeration Institute (ARI) Standard 275 dated 1997. "Application factors" such as location, height, and reflective surfaces are taken into consideration to predict the sound level at a specific location. The nearest receiving property is 12 feet east of the wireless facility. The predicted sound level at the nearest receiving property is shown below. Table 1 Application Factors and Predicted Noise Levels As shown in Table 1, the predicted sound pressure level produced by the new equipment is 47 dBA at the nearest receiving property, which meets the 60 dBA code limit. If you have any questions or require further information, please feel free to call. Sincerely, SSA Acoustics, LLP Geir Daian ACOUSTICAL CONSULTANT BENJAMIN F. DAWSON III, PE THOMAS M. ECKELS, PE STEPHEN S. LOCKWOOD, PE DAVID J. PINION, PE PAUL W. LEONARD5 PE ERIK C. SWANSON, EIT MOMAS S. GORTON, PE HATFIELD & DAWSON CONSULTING ELECTRICAL ENGINEERS 9500 GREENWOOD AvE. N. SEATTLE, WASHINGTON 98103 APR 112006 BREMERTOWDEPT OF OOMMUNITY DEVELOPMEN i i tow 6Dll'o' \ TELEPHONE (206)783-9151 FACSIMILE (206) 789-9834 E-MAIL hatdaw@hatdaw.com DAMES B. HAYFIELD, PE CONSULTANT MAURY HAYFIELD, PE CONSULTANT OAKHURST, NWS AuSTRIALA NON -IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS AND ENGINEERING CERTIFICATION PREPARED FOR Facility No. WA-KIT406-B "PARKER LUMBER" MONOPOLE TOWER BREMERTON, WASHINGTON APRIL 2006 1 INTRODUCTION Hatfield &Dawson Consulting Engineers has been retained by Clearwire, LLC ("Clearwire") to evaluate the proposed Clearwire wireless broadband telecommunications "Parker Lumber" facility, number WA-KIT406-B, for compliance with current Federal Communications Commission (FCC) and local rules regarding public exposure to radiofrequency (RF) electromagnetic fields (EMFs). Site plan, elevation and antenna -mounting drawings furnished by Clearwire representatives show that the proposed Clearwire facility will be configured as follows: up to four flush -mounted antennas, all to be side mounted on an existing 110-foot tall self-supporting steel monopole tower located at 4119 Wheaton Way, Bremerton, in Kitsap County, Washington. The new Clearwire antennas will be mounted and centered at approximately the 100-foot level. A chain link fence restricts access to the monopole. Therefore it is unlikely that anyone other than authorized workers could approach near enough to any of the monopole -mounted transmit antennas to cause that person's RF exposure to exceed FCC limits. It is expected that RF exposure conditions near ground level at the Parker Lumber site, and at all adjacent properties, due to the contributions from all transmitting antennas will be well below the FCC public exposure limit. To verify that the proposed Clearwire facility will be in compliance with FCC rules regarding public exposure to RF fields, I have performed EMF power density calculations to determine the exposure conditions that are likely to exist at ground level near the proposed facility. CALCULATIONS OF RF POWER DENSITY NEAR GROUND LEVEL RF power densities are computed in accordance with methods described in Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields, OET Bulletin 65, August 1997. Wireless facilities are required to Hatfield &Dawson Consulting Engineers 2 comply with the FCC "Rules & Regulations" CFR 47 91.1310, Radiofrequency radiation exposure limits. The OET Bulletin 65 describes the methods established by the FCC for predicting compliance with the FCC -specified exposure limits. Compliance is determined by comparing RF field predictions with the general population/uncontrolled environment (i.e., "Public") Maximum Permissible Exposure limits (MPEs) allowed by the FCC rules, as specified in CFR 47 §1.1310. The following formula has been used to calculate the power densities at specific locations: 0.36 x ERP (watts) / (Distance in feet)2 This formula is derived from Equation 9 on page 21 of OET Bulletin 65. It includes the effect of ground reflections. The Effective Radiated Power (ERP) depends on the vertical antenna pattern. THEORETICAL ANALYSIS According to the site plan drawings furnished by Clearwire, all of the proposed transmit antennas will be mounted and centered at approximately the 100-foot level. All of the proposed transmit antennas are highly directional and project the majority of the transmitted RF energy horizontally and well above all nearby ground -level locations. The following theoretical calculations predict the peak exposure condition for asix-foot person standing at the nearest approach to the transmit antennas. A six-foot tall person standing on the ground near the base of the monopole would be at least approximately 90 feet below all of the proposed transmit antennas. The calculations assume that the vertical patterns of all Clearwire transmitting antennas suppress the maximum ERP by a factor of 50 (i.e., IdB) downwards towards ground level. Hatfield &Dawson Consulting Engineers 3 CONTRIBUTION OF CLEARWIRE FACILITY TO RF EXPOSURE ENVIRONMENT Based on information provided by Clearwire RF Engineers, the maximum ERP from any sector of the proposed Clearwire facility will be less than or equal to 100 watts with all channels activated. Thus the worst -case downward ERP is 2 watts (i.e., 1/50th of 100 watts) from the proposed Clearwire facility. By use of the power density formula shown on page 2, with input values of 2 watts downwards ERP, and a distance of 90 feet, the worst -case calculated power density at head height from the Clearwire facility to a six-foot person standing at ground level is 0.0000889 mW/cm2. All of the Clearwire antennas will transmit and/or receive within the 2596-2690 MHz frequency band. The Public MPE limit for all frequencies transmitted by this facility is 1.0 mW/cm2. The worst -case calculated exposure condition resulting from the Clearwire facility is the power density divided by the Public MPE limit: 100% x 0.0000889 / 1.0 = 0,0089% of the Public MPE limit. PUBLIC EXPOSURE CONDITIONS NEAR GROUND LEVEL All areas near ground level in the vicinity of the Parker Lumber monopole, and on adjacent properties, are expected to have exposure conditions less than 0.0089% of the Public MPE due to the proposed Clearwire wireless broadband telecommunications facility. This worst -case calculated exposure level is well below the 100% FCC limit. The actual exposure conditions are likely to be many times less than this worst -case value. Hatiieid &Dawson Consulting Engineers C! FCC AND LOCAL COMPLIANCE The FCC has determined that at sites where multiple wireless facilities are co -located, the responsibility for site -wide RF safety compliance is the shared responsibility of all licensees whose facilities produce exposure conditions greater than 5% of the applicable MPE exposure limit. Thus a new applicant is responsible for compliance (or submitting an environmental assessment) at a multiple -facility site only if the proposed facility, when considered alone, would produce exposure conditions in excess of 5% of the MPEs. Wireless facilities that produce less than 5% of the applicable MPE exposure limit at accessible locations are considered to be exempt from further study. As demonstrated in this report by worst -case exposure calculations, the proposed Clearwire wireless facility will produce far less than 5% of the applicable exposure limit for public environments. Therefore, pursuant to the Commission's rules no further calculations, measurements or other RF studies are required, and the proposed Clearwire facility is presumed to be in compliance with the FCC's RF exposure rules. Because the proposed Clearwire wireless facility is in compliance with federal rules, it is also in compliance with local regulations concerning RF exposure. The following is the complete text of 47 U.S.C. § 332(c) (7) (B) (iv): "No State or local government or instrumentality thereof may regulate the placement, construction, or modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." Hatfield &Dawson Consulting Engineers CONCLUSIONS BASED ON CALCULATIONS AND FEDERAL REGULATIONS Based on my calculations and information supplied to me by Clearwire representatives, the proposed Clearwire wireless broadband telecommunications facility WA-KIT40&13 will comply with current FCC and local rules regarding public exposure to radiofrequency electromagnetic fields. This conclusion is based solely on the comparison of predicted RF conditions in specific areas with the corresponding safe exposure limits set forth in the FCC rules. The FCC exposure limits are based on recommendations by federal and private entities with the appropriate expertise in human safety issues. QUALIFICATIONS am an experienced radio engineer whose qualifications are a matter of record with the Federal Communications Commission. I am a partner in the firm of Hatfield & Dawson Consulting Engineers, I am registered as a Professional Engineer in the States of Washington, Oregon and California, and I hold an FCC General Radiotelephone Operator License P&12-21740. All representations contained herein are true to the best of my knowledge. 6 April 2006 David J. Pinion, P.E. EXPIRES 11/27 D6 Hatfield &Dawson Consulting Engineers July 14, 2005 Mr. Scott Hopper Crown Castle International 9830 S. 51 st St., Suite A-136 Phoenix, AZ 85044 480-735-6943 o DD APR 11 2006 CBREIVIRTONUEP-[, OF OMM NETY DEVE OPMEN) Subject: Structural Analysis Report Carrier Designation Clearwire Co -Locate Carrier Site Number: Carrier Site Name. Crown Castle Designation Engineering Firm Designation Site Data Dear Mr. Hopper: Mo rrison Hershfield d66 Perimeter Center East, Ste 600 Atlanta, GA 30346 770-379-8500 www.morrisonhershfield.com WA-KIT406-B Crown 81464 ' 0 roft Crown Castle BU Number: 814642 Crown Castle Site Name: East Bt Crown Castle JDE Job No.: 63882 MHC Project Number: 6053000/ C OV ton JUL 0 4119 Wheaton Way, Bremerton, WA / Kitsap CountX_�: Latitude 47-36=10.6, Longitude-122-3747.3 98 Foot Monopole Tower Morrison Hershfield is pleased to submit this "Structural Analysis Report" to determine the structural adequacy of the aforementioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Blanket Order No. 1196. The purpose of the analysis is to determine the suitability of the tower with the addition of Cleawire's proposed antenna installation of four (4) Stella Doradus 26SD9890 panel antennas, and two (2) Radiowave HP2-23 microwave dish antennas, with four (4) 1 and two (2) 1/2" feedlines when combined with the existing equipment on the structure. The six (6) proposed lines are to be installed on the inside of the monopole. This analysis has been performed in accordance with the TIA/EIA 222-F standard for a fastest mile wind speed of 85 mph with 1/2" radial ice for Kitsap County, meeting the requirements of Section 3108.4 of the 2003 International Building Code. Based on our analysis, we have determined that the tower and foundation are sufficient for the proposed loading. We at Morrison Hershfield appreciate the opportunity of providing our continuing professional services to you and Crown Castle International. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted, Denis Hum, P.E Senior Engineer (WA No. 38059) AAh_Report-CN 1-983 ex�aes 5-27-2006 Crown Castle interne nal 98 Foot Monopole Tower Structural Analysis Report MH Project Number CN1-983 TABLE OF CONTENTS INTRODUCTION ANALYSIS CRITERIA Table 1 — Proposed Antenna and Cable Information Table 2 — Existing Antenna and Cable Information Table 3 — Design Antenna and Cable Information ANALYSIS PROCEDURE Table 4 — Documents Provided Analysis Method Assumptions ANALYSIS RESULTS Table 5 — Tower Component Stresses vs. Capacity Table 6 — Tower Foundation Results APPENDIX A Output from ERI Tower© APPENDIX B Manufacturer's Tower Drawings Foundation Drawings Soils Report APPENDIX C Antenna Application Form Reference ID: 23041 AAh Report-CN1-983 Page 2 7114105 CCI BU No. 814642 Crown Castle International 98 Foot Monopole Tower Structural Analysis Report OH Project Number CN1-983 INTRODUCTION Page 3 7114105 CC/ BU No, 814642 Morrison Hershfield, as requested by Crown Castle International, has carried out an analysis of the 98 ft monopole tower referenced in this report. The tower was designed by Eng. Endeavors Inc. in 1997, and has not undergone any structural modifications since. It is located at 4119 Wheaton Way, Bremerton, WA in Kitsap County. . ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA/EIA-222-F using a fastest mile wind speed of 85 mph with 1/2" radial ice for Kitsap County, meeting the requirements of the 2003 International Building Code. The tower was originally designed for a wind speed of 90 mph with 1/2" radial ice per EIA-222-E&F. Information available at the time of analysis included the tower manufacturer's drawings, foundation drawings, existing and proposed antenna details, and a soils report for the site (refer to Table 4). This information was sufficient for an analysis of the tower, subject to the conditions stated in the "Assumptions" section of this report. Table 1 —Proposed Antenna and Cable Information Center Line Elev. Num Ants. Antenna Manufacturer Antenna Model Mount Manufacturer Num. Feed Mount Model Feed (feet) Lines Line 88 4 Stella Doradus 26Sd9890 Valmont (4) Flush Mounts Part No. 840503 or 4 1 88 4 Nextnet BTS-2500 Units similar - 84 2 Radiowaves HP2-23 Valmont (2) Flush Mounts Part No. 840505 or 2 1/2" similar Table 2 —Existing Antenna and Cable information Center Line Elev, Num Ants. Antenna Manufacturer Antenna Model Mount Manufacturer Mount Model + Num. Feed Feed (feet) Lines Line 98 6 CSA Wireless PCSS090-13-0 Low -profile Platform 6 1-5/8" 98 6 Ericsson KRY11216 TMAs - Notes: Any discrepancies in loading from Tables 1 and 2 should be brought to Morrison Hershfield's attention; results of this analysis cannot be used if the loading is substantially different. All lines assumed to be Inside pole. + Where no specific model Is given, antenna mount details have been assumed based on photographs. AAh_Report-CN1-963 Crown Castle International 98 Foot Monopole Tower Structural Analysis Report MN Project Number CN1-983 Table 3 — Design Antenna and Cable Information Center Line Num Elev, Ants. Antenna.Model (feet) 98 6 AP199014 98 6 AP199014 (Future) 87 12 PCSA090-19 (Future) sign loading per EEI Job No. 2636, dated 4/18/1 ANALYSIS PROCEDURE Page 4 7114105 CC! BU No. 814642 Num. Feed Mount Model Feed Llne Lines 12 ftLow-profile Platform - - w/T-mounts _ 12 ft Low -profile Platform Available Documentation Crown Castle provided Morrison Hershfield with portions of various documents to assist in our analysis. These documents are listed in Table 4. Document EEI Job No. 2636 Drawing No. F2363-100.0 (dated 4/18/97) Earth Consultants Inc. Project No. E-7147-160 Table 4 —Documents Provided Remarks Tower manufacturer's drawings Foundation drawings Geotechnical report Reference Source Crown doc no. Site Data 159478 Manager Crown doc no. Site Data 159488 Manager Crown doc no. Site Data 139178 Manager Analysis Methods As regtaired by Crown Castle International, ERI Tower, a commercially available software program for the analysis of telecommunication towers, was used to create a three-dimensional model of the tower and calculate member stresses for various load cases. Selected output from the analysis is included in Appendix A. Assumptions The following assumptions were made in order to perform this analysis: 1. The tower and foundations were built and have been maintained in accordance with the manufacturer's specifications, and are in good condition. 2. No modifications to the original tower have been made. 3. The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2. 4. The foundations are capable of safely supporting the original foundation design loads shown on the documents provided. Exceptions to the foregoing assumptions are stated explicitly in this report. The analysis may be affected if any of the assumptions are not valid or have been made in error. In such an event, Morrison Hershfield shall be permitted to review any new information in order to determine its effect on the structural adequacy of the tower. AAh_Report-CN1-983 Crown Castle International 98 Foot Monopole Tower Structural Analysis Report MH Project Number CN1-983 ANALYSIS RESULTS Page 5 7114105 CCl BU No. 814642 Summary results of our structural analysis are presented in Tables 5 and 6 below. Selected listings from the computer analysis are provided in Appendix A. The results show that the tower is in conformance with the requirements of the relevant standards for the proposed loading. The foundation capacity is based on a comparison of the base reactions with the original design reactions. The foundation may therefore, by comparison, be considered to be adequate for the existing and proposed loading. Table 5 —Tower Component Stresses vs. Capacity Section No. Elevation Combined Stress Ratio Allowable Stress Ratio Percent Capacity Used 1 62 - 98 ft 0.411 1.333 30.8 .2 30. 62 ft 0.501 1.333 37.6 3 0 - 30 ft 0.616 1.333 46.2 Anchor Bolts - Tension Stress 48 g Table 6 —Tower Foundation Results Load Type Original Current %Ratio to Design Analysis Original Compression (kip) MO 11.7 73 Moment (kip-ft) 1345.8 653.0 49 Shear (kip) 17.8 10.8 61 AAh_Report-CN 1-983 Output from Computer Programs AAh_Repprt-CN 1-983 accordancewith 1INBIAmM.Considerationshallbegivento conditions involving wind load on ice -covered sections in lo- calities subject to sustained freezing temperatures. 558 IBC 2003 Section 31 r� AAh Report-CN1-983 RUJ members and the distance between the tops oilhe hon- zontal members is less than 45 inches (1143 mm), the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical mem- AN61!? W EIA-B9 Y.-f-790 6' APPlnVed. hitch 20,199a Structural Standards for Steel Antenna TONVers and Antenna Supporting Structures TIA/EIA-222->i (A s1Ake0ELVM&772•E) i11NE 1886 ?ELEC0htA1U?tiG1T10NS 1NDU5TRY ASS0CiATiON MV Sta nrila rrl 20031NTERNAiI0NAl BUILDING CODEm TWEJA-222-F alaw UL vnjxu�Ljjj�r •iD • • •�o• r NORTHCfi�3E�,AND 2 80 N07 TOWAY 2 70 ORANGE 2 70 PAGE 70 PATRICK 70 PITTSYLVANIA, 70 POWHATAN 2 70 PRINCE EDWARD 70 PRINCE GEORGE 2 80 PRINCE WILLIAM 2 70 PULASKI 1 70 RAPPAHANNOCK 2 70 RICHMOND 2 so ROANOKE 70 ROCKBRIDGE 70 ROCKiNGHAM 70 RUSSELL 70 SCOTT 70 SHENANDOAH 70 SMYTH 70 SOUTHA)AFION 2 80 SPOTSYLVANIA 2 70 STAFFORD 2 70 Lomw SURRY 2 80 SUSSEX 2 80 TAZEWELL 70 WARREN 2 70 WAS ING ON 70 WESTMORELAND 2 75 WISE 70 TEE 1 70 YORK 2 85 State of WASHINGI'ON ' ADAMS 70 ASOTIN 70 BENTON 70 CHELAN 70 CLALLAM 1 100 CLARK 1 75 COLUMBIA 70 COWL17z 1 90 DOUGLAS 70 PMY 70 FRANMM D 70 70 GRANT, GRAYS HARBOR 1 100 State of WASHINGION BASIC WIND COUNTY NOTE* SPEED (hg ISLAND 1 80 TEF MASON 1 100 KING 1 80 KITSAP 1 85 K1TTITAS 70 KUCKITAT 70 LEWIS 1 80 LTNCOLN 70 MASON 1 85 OKANOGAN 70 PAQFIC 1 100 PEND OREJLLE 70 PIMCE 1 so SAN JUAN 1 80 SKAGIT 1 70 SKAMANIA 1 70 SNOHOMISH 1 75 SPOKANE 70 ST EVENS 70 TI3URSTON 1 80 WA 90AKUM 1 100 wALLA WALLA 70 wAATCOM 1 70 MMAN 70 YMA 70 2 2 70 70 70 70 70 70 70 70 70 70 70 70 70 7a 70 7p 70 70 7a st.s n APPURTENANCES MATERIAL TOWER DESIGN NOTES t. Tower is located In Kltsap County, Washington, 2. Tower designed for a 85 mph basic wind In accordance with the TIA/EIA-222•F Standard. 3, Tower is also designed for a 74 mph basic wind with 0.50 in Ice. 4. Deflections are based upon a 50 mph wind. 5. TOWER RATING: 46.2% i ,l � 14343 /b MOMENT SHEAR 570kIt ! 8990/b p i; j �;4 TORQUE 0 klp.ft 1; ,y 74 mph WIND - 0.5000In ICE AXIAL ! G� 116991b MOMENT SHEAR 653 klp-ft !+ 10777lb TORQUE 0 klp-/1 REACTIONS • 85 mph WIND � nlorriso�l Kerslrfield Corporation '°b� CN9-983 / 605 03 00 66 Perimeter Center East, St. 600 Pf0J0t� 814642/E_asf Bremei '� Atlanta, Ga 30346 cnent: Crown Castle lntematti Phone; (770) 379.8500 code-TIA/t ERITower Morrison Hersliffeld Ltd, 3585 Graveley Street, Siti/e 610 Vancouver, BC, V5K5J5 Phone: (604) 454-0402 FAX: (604) 454-0403 There is a pole section. Project CN 1-983 / 6053000 814642 / East Bremerton, WA Crown Castle International Tower Input Data This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply; Tower is located in Kitsap County, Washington. Basic wind speed of 85 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pcf. A wind speed of 74 mph is used in combination with ice. T emperature drop of 50 OF. Deflections calculated using a wind speed of 50 mph. A non-ltnear (P-delta) analysis was used. Pressures are calculated at each section. tress ratio used in pole design is 1,333, S Date 15:07412 07/13/05 Designed by Iqbal S. Grewal Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Consider Moments -Legs � Distribute Leg Loads As Uniform Consider Moments -Horizontals Assume Legs Pinned Consider Moments - Diagonals J Assume Rigid Index Plate Use Moment Magnification 4 Use Clear Spans For Wind Area Use Code Stress Ratios q Use Clear Spans For KL/r Use Code Safety Factors - Guys d Retension Guys To Initial Tension Escalate ice 4 Bypass Mast Stability Checks Always Use Max Kz 4Use Azimuth Dish Coefficients Use Special Wind Profile 4 Project Wind Area ofAppurt. Include Bolts in Member Capacity d Autocalc Torque Arm Areas d Leg Bolts Are At Top Of Section 4 SR Members Have Cut Ends Secondary Horizontal Braces Leg Sort Capacity Reports By Component Use Diamond inner Bracing (4 Sided) 4 Triangulate Diamond Inner Bracing Add IBC .6D+W Combination Seci/o» Cievation Tapered Pole Section Lengd+ L.engih o� - Ll 98.00 62.30 35.70 3.40 12 L2 62.30-29.84 35.86 4.32 12 L3 29.84-0.00 34.16 12 Treat Feedline Bundles As Cylinder Use ASCE l0 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feedline Torque Include Angie Block Shear Check Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Top Boiler» Dlnmeier Dim»eler Thic�4»ess Radius 14 5000 23,2500 0.2500 1.0000 A572.65 1t.9167 30,5313 0.3125 1.2500 A572 65 28.8685 37,0000 0.3125 1.2500 A572 65 Tapered Pole Properties ---.._.. ..,, ....,. ,,,r« ,. c - _ ---"- Q � ;vie �' in fn' in'' 1/C Jf !I/ Jv _ . in i_n _in irr _. LI 15.0115 11.4713 297.321G ��_5.1015�� 7.5110^ �'"39.5848--_G02.4541-� _�5.G458-_ � 3.21G0_..___.12.864-�-- 24.0702 18.5150 1250.1592 8.2340 12.0435 I03.803G 2533.1616 9.1125 5.5610 22.244 L2 23.5354 21.7392 1295.1033 7.7343 11.3528 114.0775 2624.2305 10.6994 5.03G2 lb.11G 31.6083 30.4077 3544.Z430 10.8183 15.8152 224.1034 7181.597I 14.9G57 7 3449 23.504 L3 30.9515 28.7345 2990.7790 10.2231 14.9539 200.0001 G060.1292 14.1422 6.8993 22.078 __ 38.3052 3G.91 G8 G342.2915 13.1341 �i 9.1660 330.9137 _ 12851.2021 18. 1693 9.0785 22ns J Feed Line/Linear Appurtenances -Entered As Area Descriptiar � Foce AllowContpofrenl � pinceJnenl �� Tolnl r �"�� """""" ' or SGield T � e C•rAn� � WciglN �.. 1 p NurnGer CR 50 1873 (i-5/8 A No Inside Pole-'-�' 98 0. 0.0.00 --� � --`- "T--'r'f "'_"--'-'�'----p�--•---- FOAM) No Ica 0.00 0.83 (E) i/2" lca 0.00 0.83 CATEGORY Se (I B No Inside Pole 88.00 - 0.00 4 No Ice 0.00 WIRE) 0.21 (p) Ill" Ice 0.00 0.21 1/2 B No Inside Pole 84.00 - 0.00 2 No Ice 0.00 0.25 ,..-.e.�._"_._....._,............W........._.._......e.........�..."_..�..,.,..a....`._............1/2" Ice �� 0.00 ,�....��........ Oy25 Discrete Tower Loads -�,,...--.�.�.......�..�_.�w._. __ _ _ __ Descriptiar Fnce Offset Offse/s: r. ilzlntrrtli Plncemeni�"��' '"` or T, e C:rA.r �C.rA:r IYei� )p Horz Adjushuenl Frofrt Side Leg Lnteral Vert fl � n f►' I' !b fr (2) PCSS090-13-0 A From Face 4 00- _ 0.0000 --' 98.00 No ice 3.93 1.14 9.60 (E) 0.00 ~�I/2" Ice 4.32 1.58 ^� 27.77 0.00 (l) PCS5090-13-0 B From Face 4.00 0.0000 98.00 No lce 3.93 1.14 9.60 (E) 0.00 1/2"!ce 4.32 158 27.77 0.00 (2) PCSS090.13.0 C From Face 4.00 0.0000 98.00 No Ice 3.93 1.14 9.G0 (E) 0'00 1/2" Ice 4.32 I.58 27.77 0.00 (2) KRY l l l IS TMAs A From Face 4.00 0.0000 98.00 No Ica 0.50 0.70 23.50 (E) 0.00 1 /2" ice 0.75 0.91 33.00 0.00 (2) KRY 112 IS TMAs B From Face 4.00 0.0000 98.00 No Ice 0.50 0.70 23.50 (E) 0.00 1/2" Ice 0.75 0.91 33.00 o.00 (2) KRY 112 15 TMAs C From Face 4.00 0.0000 98.00 No Ice 0.50 0.70 23.50 (E) 0.00 I/2" Ice 0.75 0 91 33.00 0.00 Low -profile Platform w/ C None 0.0000 98.00 No Ice 30.00 30.00 IG50.00 camerT-mounts i/2"Ice 39.00 39.00 2300.00 (E) 2GSD9890 A From Face 1.00 0.0000 88.00 No !ce 1.91 (P) 0.00 I.GG 8.50 I /2" Ice 2.33 2.07 12.00 ERITower Job Page CN 1-983 / 6053000 3 of 3 Morrison Hershfield Ltd. Project Date 3585 Graveley Street, suite 610 Vancouver BC, V5K5J5 Phone: (604) 454-0402 FAX.• (604) 454-0403 814642 / East Bremerton, WA Client Crown Castle International 15:07:12 07/13/05 Designed by Igbai S. Grewal Uescrtption 26SD9890 (P) 2GSD9890 (P) lGSD9890 (P) Face or Leg Type B From Leg B From Face C From Face Ojjsets: Azinrrrth Placement Horz Adjustment Lateral Vert f Jt 0.00 1.00 %0000 88.00 0.00 0.00 1.00 0.0000 88.00 0.00 0.00 1.00 30,0000 88.00 0.00 0.00 C,rA,n C,�A,+ Weight Front Side No Ice 1.91 1.66 8.50 Ice 2.33 2.07 12.00 No Ice 1.91 1.66 8.50 I /2" Ice 2.33 2.07 12.00 No Ice 1991 1.66 8.50 Ice 2.33 2.07 12.00 (G) Fiush Mounts C None 0.0000 86.00 No Ice 8.00 8.00 200.00 (P) I/2" Ice 12.00 12.00 300.00 BTS 2500 A From Face 0.00 010000 88,00 No Ice 2.25 1.00 35.00 (P) 0.00 1/2" Ice 3.00 1.50 50,00 0.00 BTS 2500 B From Leg 0.00 0.0000 88.00 No Ice 225 1.00 35.00 (P) 0.00 1/2" Ice 300 1.50 50.00 0.00 BTS 2500 B From Face 0.00 0.0000 88.00 No Ice 2.25 1.00 35.00 (P) 0.00 1/2" Ice 3.00 1.50 50.00 0.00 BTS 2500 C From Face 0.00 0.0000 88.00 No Ice 2.25 1.00 35.00 (P) 0.00 1/2" Ice 3.00 1.50 50.00 0.00 Dishes Descriptia+ Fnce Dish Ojjset OJjsets~ Azinrntl+ 3 dB3 rlB Elevation �� Outside � �� Apernne {YeiglU or type Type Horz Adjll.rtnlent Bean+ Diameter Area Leg Lateral Width Vert 1-11`2-23 lb �A Paraboloid From 1.00 20.0000 84.00 2.00 No Ice 3.14 27.00 (P) w/Shroud (HP) Face I 1/2" Ice 3.41 44.49 0.00 HP2-23 A Paraboloid From 1.00 60.0000 84.00 2.00 No Ice 3.14 27.00 (P) w/Shroud (HP) Face 1.00 1/2" Ice 3.41 4449 0.00 Section Capacity Table section Creva►ron Canpor+ent Size _-- Critical P * nllup " ,_ Na. !7 T'pe Elen+ent !G /G Capnci�y Fail Ll98 - G2.3 Pole _.............�.._._.._.....__ __....._..___.... _.._.__..... _.__._.... TP23.25x14.5x0.25 1-3899.81 927665.32 30.8 Pass L2 62.3.29.84 Pole TP30.5313x21.91670-3125 2-7091.76 1526511.55 37.6 Pass L3 29.84 - 0 Pole TP37x28-8685x0.3125 3-11694.70 1919200.00 46.2 Pass Summary Pole (L.3) 46.2 Pass RATING = 46.2 Pass,_ Program Version 3.0.0.16- 7JI2/2004 File:M:/PROJ/6053000/CN1-983m/CNI483/Analysis/CN1-983 eri AAh Report-CN1-983 Manufacturer's Tower Drawings (Refer to Table 4) Foundation Drawings (Refer to Table 41 Soils Report (refer to Table 4) 0 APPENDIX C Application Form AAh Report-CN1-983 CCIsitesTM : Crown Castle Online Application Page I of 3 K/J11 "AT Submitted By: PSCHMrrZ Original Submit Date: Jun 30 2005 Reason for Application: First time antenna Installation at this site Desired Install Date: Dec Q7 2005 JDE Job Number 63882 Applications are subject to applicable Crown Castle engineering, regulatory, zoning/planning, and priority property -owner approval. Approval conditions may result in alternative requirements for type and/or placement of equipment. Approval conditions may also lead to additional or revised engineering analysis at Crown Castle discretion and upon consent of the customer. High Leve) Company: CLEARWIRE CORP Crown Castle EAST BREMERTON Company: CLEARWIRE CORPORATION Site Name: Address: 5808 Lake Washington Boulevard Crown Castle 814642 NE Suite 300 Site ID: City/Town: Kirkland Address: 4119 WHEATON WAY State: WA Postal Code: 98033 City/Town: BREMERTON Customer Job N/A State: WA Postal Code: 98310 Number: County: Kitsap Customer Latitude: 470 36' 10.6" Longitude: 4220 37' 47.3" Site Name: Crown 814642 Structure MONOPOLE Structure 98 ft Customer Type: Height: Site Number: WA-KIT406-13 Operating Legal Entity: CLEARWIRE LLC. DBA CLEARWIRE _._.. Primary Contact: Doug Henderson Phone: 817.729-7006 E-mail: dhenderson.contractor@clsgroup.com Fax: 425 828-1496 Address: 5808 take Washington Blvd, NE, Suite 300 City/Town: Kirkland ' State: WA Postal Code: 98033-0000 RF Contact: Brian Gavin Phone: 425-216-7785 E-mail: Svc Technology 1 Wrls B/B UL 2 MW Link brlan, gavin@clearwire, cam EIRP (WATTS) 100.0 126.0 C Line Mfg, / # Fig. Pos.Elev Azimuth Model 1 2F-1 A 88ft 60 STELLA DORADUS 26SD9890 2 2F-1 B 88ft i50 STELLA DORADUS 26SD9890 3 2F-1 C 88ft 240 STELLA DORADUS 26SD9890 4 10 A 84ft 40 RADIOWAVES HP2-23 Std Frequency Frequencies Transmit Start Stop 2500.0 2600.0 22075.0 2327560 Receive Start Stop 2500.0 2600.0 2207540 23275.0 Transmit Transmit Receive Receive Svc Start Stop Start Stop Use Orient Status 1 2500.0 2600.0 2500.0 2600.0 TX/RX Mid•Maunt Proposed 1 2500.0 2600.0 2500.0 2600.0 TX/RX Mid•Mount Proposed i 2500.0 2600.0 2500.0 2600.0 TX/RX Mid Mount Proposed 2 22075.0 2327S.0 22075.0 23275.0 TX/RX Mid -Mount Proposed http://www.ccisites.com/engapplicJAppTrkEngPrint.do?command=V iew&printMode=true... 7/7/2005 CCIsitesTM : Crown Castle Online Application Page 2 of 3 • 23275oO 22075sO , wMount Proposed �. .� .. Feedline Information# Figs Pose Qty Mfg* Model Length Status z CATEGORYSecondaryo N/A ... CATEGORYProposed Secondary* CATEGORY Secondary$ N/A • Primary* UNKNOWN COAXmO%S Secondaryo N/A •UNKNOWN '' 'Proposed CATEGORYSecondaryo N/A ... sed Secondary* N/A OptionaiCompo�ent Information } -- r Tower Mounted Amplifier 1 Building Requirements Type L W Power Requirements VAC 240 Phase Single New Building/Shelter Cabinet 3ft 3ft Phase Existing Building/Shelter Floor Space N/A N/A Amps 40 Building Identification 0 Generator Needed? No Generator N/A Pad Requirements Generator Fuel Size (kW) Required Leased Size N/A Generator 7ft 7ft Type Manufacturer N/A Pad Size 4ft 4ft Generator Fuel N/A Generator Number of Equipment Cabinets at time of Install Tank Size Model NIA Battery Requirements Quantity 4 Manufacturer guilging/Pad/Power Requirerpents Dynasty k-AAdditio Comments/ nai Inforrpation ti , y iwill be mounted at antenna level, Please Include In strucutral analysis, Planned ClearWIre lease area ..• **Indicates where Cut Sheet �datahas , All mounts are flush mounts. • ,Ods IN lip 11 • • Ail construction drawings are subject to Crown Castle engineering approval prior to commencement of tower attachments and compound Installations. Installation of equipment not conforming to approved http://www.ccisites.com/engapplic/AppTrkEngPrint.do?command=V iew&printMode=true... 7/7/2005 CClsitesTM : Crown Castle Online Application Page 3 of 3 drawings may violate the terms of the occupancy agreement and will be corrected at the customer's expense. Crown Castle International requires drawings for pre -construction approval and as built drawings for physical configuration validation to be submitted as unlocked AutoCAD files (Version 20001 preferred). Antenna Specifications Quantity Manufacturer 4 STELLA DORADUS 2 RADIOWAVES Model Type Height Width Depth Weight Flat Plate Area 26SD9890 PANEL 35.8 IN 5.5 IN 4.7 IN 8.5 LBS 0.0 FT2 HP2-23 MICROWAVE/SHROUD 24.5 IN 24.5 IN 17.7 IN 27.0 LBS 0.0 FT2 Feedline Specifications Quantity Manufacturer 4 GENERAL CABLE 2 UNKNOWN Model CATEGORY 5e COAX-0.5 Nominal Size 1 0.5 Nominal O.D. 1.0 IN 0.0 IN http://www.cci s ites.com/engappl is/AppTrkEng Pri nt.do?command=V i ew&pri ntMode=true... 7/7/2005 W m m 0 M m �a m C A m G O j 0 .. �r m0 v0 DX z �Q mm z D D -mot uT� .s N DRAWING INDEX CONTENTS e REV Site Number o� OL im 4 Li Ll 11 2006 Lr. APR , WA-KIT406-B00 �Rloihl4RTOWDEPT OF347^vilCODEVELOPMENT ?ISif /n%vAI Gt3G • . - i Ile rilame. I � III VICINITY MAP KIT406-T01 TITLE SHEET 1 - - —' ��,� KIT406-N01 GENERAL NOTES 0 KIT406-COI OVERALL SITE PLAN 1 NE MESA Q m DAVID DRY-' � KIT406-1002 SITE PLAN & ELEVATION 1 I KIT406-1003 EQUIPMENT DETAILS 0 j - .. -- PROJECT KIT406-004 ANTENNA DETAILS 1 SITE 7 KIT406-E01 ELECTRICAL, GROUNDING PLAN & DETAILS 0 PROPRIETARY NOTE: zU& NERSINELLDR THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY BY NATURE, ANY USE OR aif DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLEARWIRE SERVICE IS STRICTLY PROHIBITED. z _ b as, -q z, :LN-� �, SYMBOLS & ABBREVIATIONS UTILITY CONTACTS a PENNIEu <n (N) NEW (E) EXISTING — — MAX ENGINEERING, LLC 9000 SW FREEWAY, Ste • 410 Houston, Texas 77074 Phone (713) 773-2525 Fax (713) 773-2558 POWER COMPANY PUGET SOUND ENERGY (425) 462-3109 TELEPHONE COMPANY QWEST (651) 281-4189 At oll new services & grounding trenches, provive "WARNING" tope of 12" below grode. �JL=j JLJ "CALL BEFORE YOU DIG" 1-800-424-5555 UTILITY NOTIFICATION CENTER OF WASHINGTON STATE ALTAIR COMMUNICATION SERVICES, INC. TIK PL - DRIVING DIRECTIONS: NE RIDDELL RD o � c MOLD sr >1 Ito BRADLEY ST Er��aertot� � G a z a CECILL�,LN PF�OJECT INFORMATION • .S_ COPE Of WORK: .!YSN UNMANNED TELECOMMUNICATION FACILITY INCLUDING NEW CLEARWIRE ANTENNAS ON AN EXISTING 98' TOWER AND A SITE SUPPORT CABINET IN THE SITE COMPOUND, N SITE ADDRESS: 4119 WHEATON WAY 1 BREMERTON, WA 98310 TOWER OWNER: CROWN CASTLE INTERNATIONAL ST 2000 CORPORATE DR. CANONSBURG, PA 15317 PHONE: (724) 416-2000 CURRENT USE: TELECOMMUNICATIONS FACILITY APPLICANT: CLEARWIRE LLC PROPOSED USE: TELECOMMUNICATIONS FACILITY JURISDICTION: BREMERTON PROPERTY OWNER: KINCAID KYLE & ROBIN CURRENT ZONE: TBD P.O. BOX 2108 BREMERTON, WA 98310 TAX PARCEL #: 022401 - 1 -033-2004 (FROM THE LAST INTERSTATE EXIT OR MAJOR HIGHWAY): FROM BREMERTON FERRY HEAD NORTH ON TERMINAL WAY. TURN LEFT ONTO SR-304 (1ST STREET.) THEN TURN RIGHT ONTO SR-303. KEEP STRAIGHT SR-303. BEAR LEFT ONTO WHEATON WAY. PROCEED TO 4119 WHEATON WAY. SITE GPS COORDINATES= LATITUDE (NAD 83): LONGITUDE (NAD 83) ELEVATION: ° 5808 LAKE WASHINGTON BLVD. SUITE 300 KIRKLAND, WA 98033 N 47' 36' 10.6" W 122' 37' 47.0" 357.3'(f) AMSL SITE QUALIFICATION PARTICIPANTS A/E SAC CONSTRUCTION LANDLORD PERMITTING RF ENGINEER SAC PROJECT MANAGER CONST. MANAGER WALTER NAME SAM LAMENDOLA DIANNE MCKENZIE WAID TONY GABRIELLI ERIC FREDERIC COMPANY MAX ENGINEERING, LLC ALTAIR CSI ALTAIR CSI CROWN CASTLE INTERNATIONAL ALTAIR CSI SIGNATURE X BO NAME I PHONE NUMBER SITE NAME PARKER LUMBER 1 04/04/06 REVISED ANTENNA CENTER LINES EC VD HM SITE NO. WA-KIT406-E 0 12/O1/OS ISSUED FOR CONSTRUCTION & MODIFIED CONSTRUCTION DETAILS MZ VD HM 4119 WHEATON WAY A 10/28/OS ISSUED FOR REVIEW MZ VD HM BREMERTON, WA 98310 NO. DATE REVISIONS BY CHK APP'D SCALE: AS SHOWN DESIGNED BY: MZ DRAWN BY: MZ NUMBER (717) 873-0466 (916) 601-9846 (440) 813-6661 (925) 437-8096 (206) 334-4 SIGNATURE MAX ENGINEERING, LLC HOUSTON, TX TITLE SHEET DRAWING NUMBER REV WA-KIT406B-T01 I 1 GENERAL NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE "INTERNATIONAL BUILDING CODE 2003" AND SHALL MEET OR EXCEED THE STRICTER OF APPLICABLE COUNTY CODES AND REGULATIONS, LATEST EDITIONS, 2. ANTENNAS, CABINETS AND COAXIAL CABLE SHALL BE PROVIDED BY CLIENT CONTRACTOR SHALL COORDINATE SCHEDULE OF DELIVERY TO AVOID DELAYS, 3, DAMAGE TO ALL UTILITIES, LAND, DRIVEWAY AREAS AND PROPERTY OF OTHERS, DISTURBED DURING CONSTRUCTION, SHALL BE RETURNED TO THE ORIGINAL CONDITION AT THE COMPLETION OF WORK, 4. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER AND TELEPHONE UTILITIES AND THE CONSTRUCTION MANAGER TO CONFIRM THE SOURCE OF SERVICE, PRIOR TO INSTALLATION OF CONDUITS. 5. EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM THE CONCRETE PAD AREA, FILL SITE TO DESIGN ELEVATION W/CLEAN, SANDY SOIL COMPACT UNDER CONCRETE PAD TO OBTAIN NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D557. 6. REGRADE AROUND PAD AS REQUIRED TO ALLOW MAXIMUM 3" OF PAD THICKNESS, EXTENDING ABOVE GRADE. 7, ALL WORK SHALL BE DONE SATISFACTORY IN A PROFESSIONAL WORKMANLIKE MANNER, SUBJECT TO INSPECTION DURING THE CONSTRUCTION AND FINAL APPROVAL BY THE CONSTRUCTION MANAGER, 8. ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR ALTERATIONS FROM THE PLANS AND/OR SPECIFICATIONS SHALL BE APPROVED BY THE CONSTRUCTION MANAGER, 9. COLOR SELECTION SHALL BE COORDINATED WITH CONSTRUCTION MANAGER, 10, CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND BRING DISCREPANCIES TO THE ATTENTION OF CONSTRUCTION MANAGER. 11. CONTRACTOR SHALL CONTACT SUBSURFACE UTILITY LOCATOR FOR EXACT LOCATION OF EXISTING UTILITIES, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS BY TEST PIT AS NECESSARY, EXACT LOCATION OF UTILITIES SHOWN ON PLAN ARE APPROXIMATE & FOR PLANNING PURPOSES ONLY, 12. CONTRACTOR SHALL DOCUMENT THE "AS BUILT" LOCATIONS OF ALL BURIED UTILITIES, INCLUDING POWER, GROUNDING, ETC.... 13, CONTRACTOR SHALL SECURE THE NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENT AGENCIES, CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL THE CONDITIONS AND REQUIREMENTS OF THE PERMITS, 14, TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY, 15, CONTRACTOR SHALL VISIT THE PROJECT SITE TO VIEW ALL CONDITIONS PRIOR TO SUBMITTING BID. ANY CHANGES DURING CONSTRUCTION DUE TO AN EXISTING CONDITION, VISUALLY ASCERTAINABLE PRIOR TO SUMMATING BID, CANNOT BE THE BASIS FOR A CHANGE ORDER, 16. COAT ALL SURFACES WITH NO-OX WHERE DISSIMILAR METALS CONTACT. 17, CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY COAX REELS FROM THE SITE UPON COMPLETION OF THE PROJECT, MAX ENGINEERING, LLC 9000 SW FREEWAY, Ste 8 410 Houston, Texas 77074 Phone (713) 773-2525 Fax (713) 773-2558 ALTAIR COMMUNICATION SERVICES, INC. PROJECT NOTES ELECTRICAL NOTES REINFORCED CONCRETE, 1, ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF R-1. CONCRETE: ALL CONCRETE SHALL BE F'c = 3,0DO PSI AT END OF 28 THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE DAYS AS DETERMINED BY ASTM C31 AND C39 AND SHALL BE STATE AND LOCAL CODES, NORMAL WEIGHT, R-2, PREPARATION, TESTING AND PLACING OF CONCRETE AND REINFORCEMENT SHALL BE PER ACI-318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION. R-3. REINFORCING BARS SHALL HAVE A MINIMUM YIELD STRENGTH OF Fy = 60,000 PSI AND SHALL COMPLY WITH ASTM A615, R-4. PROVIDE MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL OF 3" R-5. EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM THE BUILDING FOUNDATION AREA, FILL TO INDICATED ELEVATION WITH CLEAN SANDY SOIL COMPACT TO OBTAIN 2500 PSI BEARING CAPACITY, CONCRETE EQUIPMENT PAD SHALL BE PLACED OVER UNDISTURBED OR WELL COMPACTED SOIL. DESIGN, D-1, DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2003. D-2. EQUIPMENT CABINET LOADING PER CLEARWIRE STANDARD EQUIPMENT, D-3. DESIGN LOADS: WASHINGTON STATE A. 100 MPH WIND SPEED, 3 SECOND GUST, CATEGORY 2, IMPORTANCE FACTOR 1.0, EXPOSURE CATEGORY C. B. ALL OTHER LOAD ARE PER ASCE 7-02 D-4. PAD ON GRADE DESIGN IS BASED ON MINIMUM SOIL BEARING CAPACITY OF 1000 PSF, STRUCTURAL, S-1. DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC, SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURE STEEL FOR BUILDINGS. S-2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 9th EDITION, S-3. STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH ASTM A53, TYPE E OR S, GRADE B, Fy = 36KS1. ALL WIDE FLANGE SHAPES SHALL BE ASTM A992, GRADE 50, ALL STRUCTURAL SHAPES & PLATE SHALL COMPLY WITH ASTM A36, 5-4. WELDING: ALL WELDING IS TO BE DONE BY PRE -QUALIFIED WELDERS HOLDING CURRENT CERTIFICATE FROM A RECOGNIZED TESTING LABORATORY, ALL WELDS ARE TO BE PER A.W.S, CODE, LATEST EDITION ALL WELDS SHALL BE 3/16" MINIMUM FILLET WELDS U.O.N. ELECTRODES SHALL BE E70XX. S-5. THERE SHALL BE NO FIELD WELDING, S-6, STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANCE NON -EXPANSIVE, NONMETALLIC GROUT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 51000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM CODE C109, FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL GROUT SHALL BE POURED. NO DRY -DAMP PACKING, S-7. ANCHOR BOLTS AND ALL -THREAD RODS SHALL COMPLY WITH ASTM A36, UNLESS OTHERWISE NOTED. ALL OTHER BOLTS AND NUTS SHALL COMPLY WITH TO ASTM A325. ALL BOLTS SHALL BE HOT -DIPPED GALVANIZED, S-8. ALL EXPOSED STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION PER ASTM A153 OR A123, S-9. APPLY TWO COATS OF ZINC -RICH RUST-OLEUM #2185 PAINT TO ALL FIELD DRILLED HOLES AND CUTS. GRID -GUARD EPDXY #5465 COATING SHALL BE APPLIED TO ALL AREAS WHERE GALVANIZED SURFACES NEED TO BE RECONDITIONED, INCLUDING ALL WELD AREAS. 5808 LAKE WASHINGTON BLVD. SUITE 300 KIRKLAND, WA 98033 SITE NAME, PARKER LUMBER SITE NO. WA-KIT406-B 4119 WHEATON WAY BREMERTON, WA 98310 2. ALL ELECTRICAL ITEMS SHALL BE UL APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. 3, THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION, INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL SYSTEM, 4, GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS, AND COORDINATION OF INSPECTIONS. 5. ELECTRICAL AND TELCO WIRING BETWEEN CABINETS SHALL RUN IN EMT OR SCHEDULE 40 PVC (AS PERMITTED BY CODE), 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR PVC WHERE LOCAL CODES AND SITE CONDITIONS PERMIT, 7, ELECTRICAL WORK SHALL BE COPPER WITH TYPE XHHW, THWN OR THIN INSULATION. Be RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND EXISTING METER SOCKET AS LOCATED ON THIS DRAWING IN PVC, PROVIDE FULL LENGTH PULL ROPE. COORDINATED INSTALLATION WITH UTILITY COMPANY. 9, RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND EXISTING TELCO CABINET AND CLEARWIRE CABINET AS INDICATED ON THIS DRAWING IN PVC, PROVIDE FULL LENGTH PULL ROPE IN TELCO CONDUIT, 10, ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 11. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE, 12, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO APPLY FOR COMMERCIAL POWER IMMEDIATELY UPON RECEIVING AWARD OF BID. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL RECEIPTS FROM THE POWER COMPANY ACKNOWLEDGING APPLICATION FOR POWER AND THOROUGH DOCUMENTATION OF ANY DISCUSSIONS WITH THE POWER COMPANY THEREAFTER, ALSO, THE GENERAL CONTRACTOR SHALL RECEIVED IN WRITING FROM THE POWER COMPANY AS TO WHEN THE ANTICIPATED POWER CONNECTION WILL BE COMPLETE, IF COMMERCIAL POWER IS NOT AVAILABLE BY THE "POWER COMPLETE" DATE AS CALLED OUT IN THE SPECIFICATIONS, A GENERATOR SHALL BE SUPPLIED AND MAINTAINED BY THE GENERAL CONTRACTOR UNTIL COMMERCIAL IS OBTAINED, ALL COSTS ASSOCIATED WITH THE GENERATOR WILL BE MUTUALLY AGREED UPON BETWEEN THE OWNER AND GENERAL CONTRACTOR, IN THE EVENT THE GENERAL CONTRACTOR FAILS TO TAKE THE NECESSARY MEASURES AS DESCRIBED HEREIN TO SECURE POWER BY THE POWER COMPLETED DATE, THEN ALL COSTS ASSOCIATED WITH THE GENERATOR SHALL BE BORNE BY THE CONTRACTOR, 0 12/01/05 1 ISSUED FOR CONSTRUCTION & MODIFIED CONSTRUCTION A 10 28/05 1 ISSUED FOR REVIEW ND,j DATE I REVISIONS SCALE: AS SHOWN DESIGNED BY: MZ GROUNDING NOTES 1. AN ANTIOXIDANT COMPOUND SHALL BE APPLIED TO ALL EXTERIOR, ABOVE GRADE, MECHANIC, GROUND CONNECTIONS, 2, CONTRACTOR SHALL SUPPLY ALL MATERIAL, LABOR AND EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM AS INTENDED HEREIN UNLESS OTHERWISE NOTED, 3. ALL EXTERNAL GROUND CONDUCTORS SHALL BE #2 AWG, BARE, SOLID, TINNED COPPER UNLESS OTHERWISE NOTED. 4. ALL GROUND CONNECTIONS SHALL BE MADE WITH EXOTHERMIC WELD PROCESS UNLESS OTHERWISE NOTED OR APPROVED, ALL CONNECTIONS SHALL BE MADE AT DESIGNATED LOCATIONS ON THE EQUIPMENT, 5. EXACT LOCATION OF GROUND RODS AND GROUND CONNECTION POINTS SHALL BE DETERMINED IN THE FIELD, ADJUST LOCATIONS AS REQUIRED TO KEEP GROUND CONNECTIONS AS SHORT AS POSSIBLE (9" MIN. BEND RADIUS AND 90 DEGREE MAX BEND ANGLE). ALL BELOW GRADE GROUNDING SHALL BE INSPECTED AND APPROVED BY CONSTRUCTION MANAGER PRIOR TO BACKFILLING. 6, ALL GROUND COMPONENTS SHALL BE INSTALLED WITHIN THE CONFINES OF THE FENCED AREA, ANY METALLIC ITEMS WITHIN 6 OF THE GROUND RING SHALL BE BONDED TO THE GROUND RING, GROUNDING REQUIREMENT NOT SHOWN ON PLANS ARE WAVE GUIDE HATCH COVER/PLATE, CABLE TRAYS, SUPPORTS, SERVICE PANELS, DISCONNECT SWITCHES HVAC UNITS, ETC, THESE ITEMS MUST BE GROUNDED. 7. ALL EXTERIOR EXPOSED GROUND CONDUCTORS LONGER THAN 18" SHALL BE PROTECTED AND SUPPORTED BY A 3/4" PVC SCHEDULE 80 CONDUIT SLEEVE MOUNTED WITH CLIC-STRAP SUPPORTS FROM 6" BELOW FINISHED GRADE TO 6" FROM FINAL CONNECTION. 8, ALL GROUND RODS SHALL BE DRIVEN STRAIGHT DOWN, PERPENDICULAR TO FINISHED GRADE, SUITABLE PROTECTION SHALL BE PROVIDED ON END OF RODS TO PREVENT MUSHROOMING WITH GROUND DURING INSTALLATION, 9. GROUND CONDUCTORS SHALL NOT COME IN CONTACT WITH THE SLAB OR TOWER EXCEPT AS DESIGNATED, 10. THE UTILITY NEUTRAL/GROUND BOND IS TO BE MADE IN THE METER OR MAIN DISCONNECT SWITCH, NOT IN ATS, 11. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT, CONNECTIONS TO VARIOUS METALS SHALL BE A TYPE AS TO NOT CAUSE A GALVANIC OR CORROSIVE REACTION AREA SHALL BE REPAINTED FOLLOWING BONDING. MZ I VD I HM MZ VD HM BY CHK APP'D DRAWN BY: MZ n MAX ENGINEERING, LLC HOUSTON, TX GENERAL NOTES DRAWING NUMBER REV WA-KIT406B-N01 0 DRAWING NOTE: THIS OVERALL SITE PLAN IS NOT A SURVEY OF THE PARENT PARCEL. THIS DRAWING IS BASED ON THE INFORMATION TAKEN FROM THE ASSESSOR REAL PROPERTY RECORDS OF KITSAP COUNTY. LEGAL DESCRIPTION: (BASED ON RECORDS OF KITSAP COUNTY TREASURER'S OFFICE) SECTION 02 TOWNSHIP 24 RANGE 1 E PARCEL I: THE EAST 244 FEET OF THE FOLLOWING DESCRIBED TRACT: A PORTION OF THE SOUTH HALF OF THE NORTH QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 2, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SOUTH HALF OF THE NORTH QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER WITH WEST LINE OF WHEATON WAY (LATERAL HIGHWAY NUMBER 2); THENCE ALONG SAID NORTH LINE WEST 400 FEET; THENCE SOUTH 165 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID SOUTH HALF; THENCE ALONG SAID SOUTH LINE EAST 400 FEET, MORE OR LESS, TO THE WEST LINE OF WHEATON WAY (LATERAL HIGHWAY NUMBER 2); THENCE NORTH ALONG SAID WEST LINE OF WHEATON WAY (LATERAL HIGHWAY NUMBER 2) TO POINT OF BEGINNING; EXCEPT THEREFROM THE EAST 6 FEET THEREOF. PARCEL II: THE EAST 256 FEET OF THE WEST 4 e ACRES OF THE FOLLOWING DESCRIBED PROPERTY: THE NORTH HALF OF THE NORTH QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 2, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS OVER, UNDER AND ACROSS THE FOLLOWING DESCRIBED TRACT AND BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 2, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON: BEGINNING AT THE NORTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL II; THENCE WEST 40 FEET; THENCE NORTH 20 FEET; THENCE EAST TO THE WEST MARGIN OF WHEATON WAY (LATERAL HIGHWAY NUMBER 2); THENCE SOUTH ALONG SAID WEST MARGIN TO A POINT EAST OF THE POINT OF BEGINNING; THENCE WEST TO THE TRUE POINT OF BEGINNING. (BENEFITS PARCEL II ONLY) PARCEL IV: THE WEST 150 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF THE SOUTH HALF OF THE NORTH QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 2, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SOUTH HALF OF THE NORTH QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, WITH THE WEST LINE OF WHEATON WAY (LATERAL HIGHWAY NUMBER 2); THENCE ALONG SAID NORTH LINE, WEST 400 FEET; THENCE SOUTH 165 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID SOUTH HALF; THENCE ALONG SAID SOUTH LINE EAST 400 FEET, MORE OR LESS, TO THE WEST LINE OF WHEATON WAY (LATERAL HIGHWAY NUMBER 2); THENCE NORTH ALONG SAID WEST LINE OF WHEATON WAY (LATERAL HIGHWAY NUMBER 2) TO POINT OF BEGINNING. MAX ENGINEERING, LLC 9000 SW FREEWAY, Ste • 410 Houston, Texas 77074 Phone (713) 773-2525 Fax (713) 773-2558 AL TAIR TAX PARCEL ID # I 022401-1-037-2000 I TAX PARCEL ID #: 3824-000-005-0003 (E) HARD SURFACE - - PARKING & ACCESS ROAD i -- SERVICE ALLEY PROPERTY LINE _ X _ X � X X �—X —X —X (E) EQUIPMENTS & (E) FENCE (TYP.) ICE BRIDGE ION CONCRETE SLAB w (E) 15'x27' CROWN CASTLE z FENCED COMPOUND TAX PARCEL — #: I � k(E) 98 (t) MONOPOLE TOWER 022401-1-025-2004 a_ a 0 (DESIGNED BY OTHERS) a IN) 5'x7' CLEARWIRE I LEASE AREA (WITH NEW 3'x3' CONCRETE PAD) I I I I Iw TAX PARCEL ID #: 022401-1—071-2007 } KINCAID KYLE AND ROBIN I af PARCEL a, 022401-1-033-2004 o (2,94 +/- ACRES) la I I I 1 PROPERTY LINE TAX PARCEL ID #: 022401 -1 -050-2000 1 I COMMUNICATION SERVICES, lNC. 5808 LAKE WASHINGTON BLVD. SUITE 300 KIRK' AND , WA 98033 OVERALL SITE PLAN SCALE: 1" = 60'-0" 11"x17" 1" = 30'- 0" 24"x36" SITE NAME PARKER LUMBER SITE NO. WA-KIT406-B 4119 WHEATON WAY BREMERTON, WA 98310 Q jIj I TAX PARCEL ID #: li-��, I 022401-1-036-2000 I I x I I I (E) BUILDING I I I w I xzl I J I �I a. I I�I TAX PARCEL ID #: al 022401 -1-051 -2001 PROPERTY LINE I F�N1; 1 �uAsUj ;�i 9 } o / al1 34700 CEXPIRES I - (iZ " C?6 TAX PARCEL ID #: 022401-1-032-2005 I I I I I I TAX PARCEL ID #: 022401-2-123-2004 TAX PARCEL ID #: 022401-2-124-2003 HOLLIS STREET I I I 1 TAX PARCEL ID #: I 022401-2-126-2001 1 I I 1 I I I I I I I I I I TAX PARCEL ID #: I 022401-2-149-2004 I I I I I -r MAX ENGINEERING, LLC HOUSTON, TX 1 04/04/06 REVISED ANTENNA CENTER LINES EC VD HM OVERALL SITE PLAN 0 12/01/OS ISSUED FOR CONSTRUCTION & MODIFIED CONSTRUCTION DETAILS MZ VD HM A 10 28/OS ISSUED FOR REVIEW MZ VD HM N0. DATE REVISIONS BY CHK APP'O DRAWING NUMBER REV WA-KIT406B-001 1 SCALE: AS SHOWN DESIGNED BY: MZ DRAWN BY: MZ I (E) SERVICE ALLEY a (E) CONCRETE SLAB JJI< Q (E) BTS EQUIPMENT (TYP.) i 4 ❑ 4 (E) EQUIPMENTS x x x (E) ICE BRIDGE x L.X—X — (N) CLEARWIRE COAX CABLE RUN ABOVE GROUND EDGE OF TOWER FOUNDATION MAX ENGINEERING, LLC 9000 SW FREEWAY, Ste • 410 Houston, Texas 77074 Phone (713) 7M2525 Fax (713) 773-2558 (E) TELCO PEDESTAL (E) POWER POLE WITH TRANSFORMER 3 'NOTE: S i LOCATION OF •' •• • 3, • I X —X X X �(E) HARD SURFACE DRIVE AND PARKING 4 4 4 QCLI c� d (N) UNDERGROUND POWER FROM (E) POWER POLE TO (N) METER, E01 APPROX. 4W (N) UNDERGROUND TELCO FROM (E) �3 TELCO PEDESTAL TO (N) TELCO BOX, E01 4 Q I APPROX. 44' Q 7 I (E) 6' CHAIN -LINK FENCE al � I� (E) UTILITY H-FRAME d Al (E) 98' (±) MONOPOLE (DESIGNED BY OTHERS) AL TAIR Y� (N) ELECTRIC METER & TELCO BOX MOUNTED ON (N) POST E01 I � (N) EQUIP. CABINET 1& II CO3 X---3�--X (N) CLEARWIRE 3'x3' 1� CONCRETE PAD CO3 (N) 5'x7' CLEARWIRE LEASE AREA COMPOUND PLAN SCALE: 1/8" = 1'-0" : 11" x 17" 1/4" = 1'-0" : 24" x 36" COMMUNICATION SERVICES, INC. clear 5808 LAKE WASHINGTON BLVD. SUITE 300 KIRKLAND, WA 98033 SITE NAME PARKER LUMBER SITE NO. WA-KIT406-8 4119 WHEATON WAY BREMERTON, WA 98310 AZs IMUTH 27a will p €, • OF MI ANTENNA PLAN N.T.S AZI� sa te Z (E) CHAIN -LINK FENCE FINISHED GRADE (E) ANTENNAS A.G.L. PROPOSED CLEARWIRE ANTENNAS RC AT 88' 5 C04 (N) CLEARWIRE MICROWAVE DISH AT 84' (±) RC SEE DETAIL 5/C04 TO MATCH POLE AS REQUIRED BY THE CITY, (E) 98'(±) MONOPOLE (DESIGNED BY OTHERS) (N) CLEARWIRE CABINET ON (NI CONC. PAD t. (E) MONOPOLE FOUNDATION (DESIGNED BY OTHERS) SITE ELEVATION N.T.S. 1 04/04/06 REVISED ANTENNA CENTER LINES EC VD HM 0 12/01/OS ISSUED FOR CONSTRUCTION & MODIFIED CONSTRUCTION DETAILS MZ VD HM A 10/28/05 ISSUED FOR REVIEW MZ VD HM N0. DATE I REVISIONS BY CHK APP'D SCALE: AS SHOWN DESIGNED BY: MZ DRAWN BY: MZ 0 a 0 MAX ENGINEERING, LLC HOUSTON, TX COMPOUND PLAN & TOWER ELEVATION DRAWING NUMBER REV WA-KIT40613-0O2 1 1/2" HILTI C-100 GROUT ANCHOR W/ 4-1/2 It EMBED TO SLAB TYP. OF 4 PER BOX FRAME COORDINATE W/CABINET MANUFACTURER TELCO ELECTRICAL PANEL RECEPTACLE ANCHOR CABINET TO GALV. BOX FRAME (SEE DETAIL 2—CO3) ;i 2'-1" SITE 11" SUPPORT CABINET I 0 0 1 —4 EQUIPMENT PLAN N.T.S. HVAC 10" CONC. SlA6 U O N N U J N W ~ I - LO I N in SITE SUPPORT CABINET ELECTRICAL PANEL TOP POWER RECEPTACLE GALV. BOX FRAME (BY CABINET MANUFACTURER) 1/2" HILTI C-100 GROUT ANCHOR EMBED TO SLAB TYP, OF 4 PER BOX FRAME COORDINATE W/CABINET MANUFACTURER 10" THK. FIBER REINFORCED 3500 PSI C )NC, SLAB � 2" DiA SCH. 40 PVC POWER CONDUIT 3/4" CHAMFERED EDGE TELCO BOX FINISH GRADE 2" DIA SCH. 40 u, u PVC TELCO • CONDUIT �\\ j\\4 :_�_\j _ \/ _\/_ �• 7. \ j\��/ GALV. BOX FRAME // X0 (BY CABINET \\ \\ \\ \\ \\ . 4" #57 WASHED STONE MANUFACTURER) MATERIAL ON LANDSCAPE WEED BUFFER ON WELL Tr)P nF raAVF1 COMPACTED FILL SITE SUPPORT CABINET ELEVATION N.T,S. 2 FOUNDATION SECTION 5" MINIMUM 95% DENSITY CLEAN & COMPACTED FILL I cnrmcv � I V L V O 1 t� 3'x3' CONCRETE PAD, DESIGNED, QUALIFIED ro 00 AND MANUFACTURED BY OTHERS. U I J W HVAC UNIT , w U Q U _ Q _ o CONCRETE NOTES: rn o HVAC rn o w HVAC 1. UNLESS OTHERWISE NOTED ALL CONCRETE SHALL 0v DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF `I I `1 I I 3000 PSI IN 3 DAYS FOR FOUNDATIONS AND (V N () � ANCHOR CABINET TO 3800 PSI IN 28 DAYS FOR FLOOR SLABS AND GALV. BOX FRAME iv CONDUIT ENCASEMENTS. e o (SEE DETAIL 2-CO3) o e 2. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE to o e e e GALV. BOX FRAME TO BE TOOLED EDGE UNLESS OTHERWISE NOTED, (Y CABINET It 00 coO o o MANUFACTURER) bottom 3. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR TOP OF GRAVEL TOP OF GRAVEL < TOP OF GRAVEL EMBEDDED ITEMS AND RECESSES. It 6°: ° ° °,' • .,a 4. CONTRACTOR SHALL VERIFY ALL SIZES AND o a. LOCATIONS OF ALL ELECTRICAL OPENINGS AND 00 °p .6 00 a0 • a. EQUIPMENT PADS WITH THE ELECTRICAL OPENINGS AND EQUIPMENT DETAIL AND SHOP DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER CONSTRUCTION FOR ALL UTILITIES, SITE SUPPORT CABINET T ELEVATION N.T.S. MAX ENGINEERING LLC TAIR 9000 SW FREEWAY, Ste v 410 AL B SITE SUPPORT CABINET ELEVATION N.T.S. xA/ Houston, Texas 7T074 Phone (713) 773-2525 COMMUNICATION SERVICES, lNC. Fax (713) 773-2558 A SITE SUPPORT CABINET ELEVATION N.T.S. c l e a r a� P. (RE) SITE NAME PARKER LUMBER SITE NO. WA-KIT406-B 5808 LAKE WASHINGTON BLVD, 4119 WHEATON WAY SUITE 300 BREMERTON, WA 98310 KIRKLAND, WA 98033 N0. 0 12/O1/O5 ISSUED FOR CONSTRUCTION & A 10/28/05 ISSUED FOR REVIEW DATE REVISIONS SCALE: AS SHOWN I DESIGNED BY: MZ MZ VD HM MZ VO HM BY CHK APP'D DRAWN BY: MZ MAX ENGINEERING, LLC HOUSTON, TX EQUIPMENT DETAILS DRAWING NUMBER REV WA-KIT40613- CO3 0 e 1 211 � GPS SPECIFICATION N.T.S. MANUFACTURER RADIOWAVE ANDREWS PART # HPLP1-23 HP2-23 PX2F-52 (a) DIAMETER 13.0" 24.5" 25.1" (b) DEPTH 6.1" 16.2" 8.2" c OFFSET 11,2" 11.2" 12.2" WEIGHT 17 LBS. 27 LBS. 18.7 LBS. MANUFACTURER: TRIMBLE PART # ACUTIME 2000 LENGTH: 5" WIDTH: 6.12" WEIGHT: 12.8 OZ TBD i MANUFACTURER: NEXTNET PART # BTS-2500 LENGTH: 19.3" WIDTH: 11.3" DEPTH: 5.1 " WEIGHT: 35 LBS (a) n MICROWAVE SPECIFICATION N.T.S. (Y) GPS ANTENNA ATTACHED TO A 2" STD, PIPE, MOUNT TO ANTENNA MOUNTING PIPE ANTENNA MC HARDWARE BY Al MAN U FAi ANTENNA DORADUS PART # 26SD98120 26SD9890 26SD9860 (x) LENGTH 35.8" 35.8" 35.8" WIDTH 5.5" 5.5" 5.5" z DEPTH 5.3" 4.7" 4.7" WEIGHT 8.5 LBS, 8.5 LBS, 8,75 LBS. (z) ANTENNA COAX JUMPE ANTENNA MICROWAVE DISH Ov tlr,,, 9 MICROWAVE / RF DATA SHEET SITE NUMBER KIT-40613 SECTOR ANTENNA MODEL AZIMUTH AGL )LINE LOSS BEAM TILT POL PROPAGATION MODEL (0) (FT) (dB) TYPE MARGIN A 26SD98120 0 88 1 -2.0 V TIREM-EDX 11.4 B 26SD98120 90 88 1 -2,0 V TIREM-EOX 11.4 C 26SD98120 180 88 1 -2.0 V TIREM-EDX 11.4 26SD98120 270 88 1 -2.0 V TIREM-EDX 11.4 2'0 MICROWAVE DISH MODEL # HP2-23 151.06 84 RADIOWAVES 2'0 MICROWAVE DISH MODEL # HP2-23 TBD 84 RADIOWAVES BRACKET ANTENNA 'VALMONT' MODEL SERIES OF ETHERNET CABLE FROM BTS TO GROUND CABINET O i1, ►►1 ► �:u-- �-- FOR 3-SECTOR SITES, USE TRI-BRACKET ANTENNA MOUNT ' 'ALMONT' MODEL (j6259X SERIES OR EQUAL BTS SPECIFICATION ANTENNA SPECIFICATION n ANTENNA MOUNTING DETAIL "u N.T.S. MAX ENGINEERING, LLC /_� SITE NAME PARKER LUMBER MAX ENGINEERING, LLC 9000 SW FREEWAY, Ste s 410 AL TAIR clear r 1 04/04/06 REVISED ANTENNA CENTER LINES EC VD HM HOUSTON, TX Houston, Texas 77074 SITE NO. WA-KIT406-B 0 12/01/05 ISSUED FOR CONSTRUCTION & MODIFIED CONSTRUCTION DETAILS MZ VD HM ANTENNA DETAILS 5808 LAKE WASHINGTON BLVD. A 10/28/05 ISSUED FOR REVIEW MZ VD HM Phone (713).773-2525 COMMUNICATION SERVICES, INC. SUITE 300 4119 WHEATON war Fax (713) 773-2558 KIRKLAND, WA 98033 BREMERTON, WA 98310 NO. DATE REVISIONS BY CHK APP'D DRAWING NUMBER REV SCALE: AS SHOWN DESIGNED BY: MZ DRAWN BY: MZ WA-KIT40613-1304 i NOTES: 1. SERVICE POWER TO EQUIPMENT CABINET SHALL BE 120/24OVAC, 40A SINGLE PHASE. 2, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION, POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS AND UTILITY, 3, ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. 4, LOSS OF POWER RELAYS (LPRs) WILL MONITOR UTILITY POWER, GENERATOR 1 POWER & GENERATOR 2 POWER, LPRs SHALL BE LOCATED WITHIN NEMA 3R JUNCTION BOX. LPRs SHOULD BE FUSED TO ELIMINATE THE RISK OF A LPR FAULT/FAILURE CAUSING THE MAIN POWER FUSES TO TRIP, c�� (N) PIGTAIL FROM GROUND c� BAR IN TELCO BOX GROUND RING. USE MECHANIC CONNECTION 0 I (N) MECHANICAL CONNECTION FROM BREAKER BOX TO THE TELCO BOX AND TO THE GB IN TELCO BOX. USE # 2 TINNED COPPER IN LIQUIDTITE CONDUIT (N) INTERNAL SITE SUPPORT CABINET (SSC) GROUND BAR MAX ENGINEERING, LLC 9000 SW FREEWAY, Ste • 410 Houston, Texas 77074 Phone (713) 773-2525 Fax (713) 773so (N) PIGTAIL TO (E) TOWER GROUND RING @ 2 PLACES (TYP.), VERIFY THE (E) TOWER RING LOCATION alkaline LIGP Fr— —UGT a. TEST LOOP 12" MAX. BELOW GRADE 6" LO J w F-w w — W zL`=a �33: owO OwZ to m 0 — --G---mammal GROUND CONDUCTOR 79 #2 SOLID TINNED BARE COPPER 5/8"0 BY 10' LONG GROUNDING ROD AT 10' O.C. (N) GROUND ROD 5 EO1 N. (N) 40 AMP, 120/240V i—PHASE ELEC. METER TEST WELL (6" OR 8" PVC) WITH HAND REMOVABLE COVER FINISHED GRADE 24" FILL COMPOUND UTILITY-120/240V 1 —PHASE, 3W (3)—#3 IN 2" CONDUIT M METER (BY CONTRACTOR) T(3)—#3 IN 1—#4 GND 1 2" CONDUIT 3—#3 + 1—#3 GND IN 2" CONDUIT 3" O.D. GALVANIZED STEEL POST AND CAP (6' HIGH) (TYP.) (E) GRADE 36" OR 6" BELOW COMPACTED FROST LINE FILL I GROUND ROD COPPER CLAD STEEL 5/8"oxIO'-0" LONG, 10' O.0 (TYP.) 40A CIRCUIT BREAKER 40A 120/24OV, 1—PHASE, 3W DISTRIBUTION PANEL W/ INTEGRATED MANUAL TRANSFER SWITCH AND A/C POWER TVSS (PROVIDED WITH OUTDOOR POWER CABINET) �I 1 I `(N) PIGTAIL FROM (N) GROUND II II BAR IN TELCO BOX TO (N) GROUND RING n SINGLE LINE DIAGRAM I I I N.T.S. 11 I I � am,II II �� I 2" = --- _� N) CLEARWIRE GROUND 3'-0 ON "'' I RING TO BE CONNECTED TO (MIN) (E) TOWER GROUND RING (N) DISCONNECT j 2 (N) ELECTRIC E01 CONDUCTORS IN 2" SCH, 40 PVC CONDUIT TEST WELL. e2 SEE NOTES E01 AL TAIR COMMUNICATION SERVICES, INC. 2" CROWN LEGENDSs SCHEDULE 40 PVC FOR ELECTRIC AND TELEPHONE CONDUITS FINISHED GRADE IImom GROUND ROD clear°r° 5808 LAKE WASHINGTON BLVD, SUITE 300 KIRKLAND, WA 98033 14. 0„ 00 94 va ad at 0.isaw 12" N.T.S. SITE NAME PARKER LUMBER SITE NO. WA-KIT406-B 4119 WHEATON WAY BREMERTON, WA 98310 FINISHED n GROUNDING ROD DETAIL a N.T.S. 0 6" I 6" TRENCH nCONDUIT TRENCH DETAIL ® TEST WELL J N.T.S. MECHANICAL CONNECTION (DOUBLE HOLE LUG) AL CADWELD CONNECTION GROUNDING CONDUIT A 1 10 28/05 1 ISSUED FOR REVIEW NO11 DATE I REVISIONS SCALE: AS SHOWN DESIGNED BY: MZ - G— — — G— #2 AWG BCW SOLID TINNED BARE COPPI GROUND RING CADWELD CONNECTION UNDISTURBED SOIL UTILITY WARNING TAPE COMPACTED SELECT ROCK, FREE BACKFILL (SUITABLE ON SITE MATERIAL) OR SAND OR PEA GRAVEL DEPENDING ON SITE CONDITIONS MAX ENGINEERING, LLO HOUSTON, TX DETAILS MZ I VD I HM ELECTRICAL/GROUNDING PLAN & DETAILS MZ VD HM BY ICHKI APP'D DRAWING NUMBER REV DRAWN BY: MZ WA-KIT406B-E01 0 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: SUBMITTED: VALUATION: Building Permit Plan Review Fee State Surcharge TOTAL FEES: CITY OF BREMERTON PERMIT NUMBER BB06 00215 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 09/29/2006 345 - 6th Street, Bremerton, WA 98337 (360)473.5275 Fax: (360) 473=5278 022401-1-033-2004 ZONING: DCC KINCAID KYLE & ROBIN PHONE: KINCAID KYLE & ROBIN PHONE: TO BE SELECTED PHONE: PHONE: 0- 04/11 /2006 $15,000.00 $251,25 2211 $163,31 4580 $4,50 0236 $419.06 APPROVED: SITE ADDRESS: 4119 WHEATON WAY ADDRESS: PO BOX 2108, BREMERTON, WA 98310 PO BOX 2108, BREMERTON, WA 98310 N: 03/28/2007 STATUS: ISSUED Building Permit - No Me�hanicallPlumbing CLEARWIRE - CO -LOCATE ANTENNAS ON EXISTING CELL TOWER Building Code Edition: Occupancy Group: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: IBC: 2003 (Front) (Side) (Rear) (Other) Square Footage: Bid Price from Applicant 1 TOTAL Inspection Requests Fire Inspections (360) 473-5380 DCD: Building Inspections (360) 473.5870 H/D: Bremerton, Kitsap County Health District (360) 337.5285 L&I: Department of Labor and Industries (360) 4154000 PW: Department of Public Works (360) 473.5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit 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 provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Laq under Section 3, Chapter 126, Laws of 1967, All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are fequired to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide t c nditions of this permit including all conditions of zoning, building c des, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: DATE: CONDITIONS City of Bremerton Is approval o his application pertains only to the City's regulatory 'urisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 1. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency) and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos - containing materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single family residences). DCD: For more information, please contact Clean Air Agency through their web site at www,cleanair.org or by phone at 800-552-3565 or 206-689-4058. The L&I web site can be found at www.Ini.wa.gov/p-ts/asbestos/asbestos.htm, 2. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State ((�� Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is Page 1 of 2 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Bremerton, WA 98337 (360)473.5275 Fax: (360)473.5278 PERMIT NUMBER BB06 00215 DATE ISSUED: 09/29/2006 ASSESSOR NUMBER: 02240 1 - 1 -033-2004 ZONING: DCC SITE ADDRESS: 4119 WHEATON WAY APPLICANT NAME: KINCAID KYLE & ROBIN PHONE: ADDRESS: PO BOX 2108, BREMERTON, WA 98310 OWNER NAME: KINCAID KYLE & ROBIN PHONE: ADDRESS: PO BOX 2108, BREMERTON, WA 98310 f CONTRACTOR: TO BE SELECTED PHONE: ADDRESS: LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 04/11/2006 APPROVED: 07/06/2006 EXPIRATION: 03/28/2007 STATUS: ISSUED also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 3. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions, Shall remain on site and be available for inspection. 4. (DCD-22) Building Plan Review: Code Compliance -All work in the City of Bremerton shall adhere to the following 2003 International Codes: International Building Code International Residential Code International Existing Building Code International Fire Code International Mechanical Code Uniform Plumbing Code International Fuel Gas Code 1998 WA State Barrier Free Code 2001 WA State Energy Code 2000 WA State Ventilation Code Check For All Washington State Amendments. 5. (Project -Specific) No conditions -Fire 6. (Project -Specific) Must comply with BMC 20.46.060 and 140. MINIMUM INSPECTIONS REQUIRED Inspection requests must be received by 8:00am in order to be scheduled for same day. To request an inspection, please call (360) 478-5275 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. Final Inspection -Building Final Inspection -Zoning Page 2 of 2 Page 1 of 1 JoAnn Vidinhar r � j From: JoAnn Vidinhar Sent: Wednesday, September 27, 2006 4:33 PM To: 'Kevin Foy ' Cc: Patrick Conroy; Valarie Wolf Subject: RE: Clearwire Extensions Kevin, The City will allow for the extension of these 2 Clearwire permit applications (BB06-00215 and BB06- 00136) until the end of October, 2006. With this, the City requires the permits to be issued by October 31, 2006. Thanks, JoAnn Vidinhar Development Manager (360) 473-5297 (360) 473-5278 fax joann.vidinhar@ci.bremerton.wa.us From: Kevin Foy [mailto:clearwirekjf@yahoo.com] Sent: Tuesday, September 19, 2006 11:23 AM To: JoAnn Vidinhar Cc: Patrick Conroy Subject: Clearwire Extensions Joann and Patrick, Here are the justification letters for Clearwire's reasoning for an extension. Please contact me with any questions or comments regarding zoning on the existing permits. I will check back by Friday to hear if a decision has been made unless additional information is needed. Thank you, Kevin Foy Clearwire Zoning 206-607-7220 9/27/2006 Aearw ° re 5808 Lake Washington Blvd, NE Ste. 300 Kirkland, WA 98033 To the City of Bremerton: PHONE: FAX: ONLINE: 425 216 7600 1425 216 7900 www.clearwire.com Clearwire US LLC is formally asking the city to provide an extension to the existing permit located at the following address: 4119 Wheaton Way Bremerton Permit identification # BB06-00215 Clearwire identification #KIT 406 Clearwire is asking for the extension for several reasons. Original predictions in forecasting an "on air" date were delayed due to circumstances outside of Clearwire US ,LC reach. This build out is establishing a network that will leave its footprint over most of Western Washington. Working with a multitude of contactors through the state and after proper training has left limited experienced vendors readily to build in our major markets (Snohomish County, King County, Pierce County, Kitsap County and all surrounding areas of each county). Clearwire is writing this justification letter for an extension as it plans to start development of its network by a projected date of October 1 st, 2006. Clearwire hopes the jurisdiction will allow an extension due to the delayed market launch and shortage of available contractors with proper training on installation of working radio equipment acceptable; providing the extension. Permits are projected to be pick-up from the City of Bremerton in the month of October, 2006. Please contact Kevin Foy with any questions regarding the extension of this permit. Thanks, Kevin Foy Zoning/Permitting 206-607-7220 HIGH-SPEED INTERNET MADE SIMPLE. WAY SIMPLE. Page 1 of 1 JoAnn Vidinhar From: Valarie Wolf Sent: Thursday, August 24, 2006 10:45 AM To: 'clearwirekjf@yahoo.com' Cc: Patrick Conroy; JoAnn Vidinhar Subject: RE: Process to extend the existing Clearwire permits Kevin, You have 2 applications in here. As you know the project on 3027 Olympus Dr Bremerton was never applied for according to our records. BB06 00136 for 245 4th St. will expire on 9/13/06. BB06 00215 for 4119 Wheaton Way will expire on 10/8/06. The International Building Code, Section 105.3.2 Time limitation of application, states that: An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been persued in good faith or a permit has been issued; except that the building official is authorized to grant on eriods not exceeding 90 days each. The extension shall be reque ed in writing nd justifiable cause demonstra d. You may request the extension and I Thanks, From: Patrick Conroy Sent: Wednesday, August 23, 2006 4:14 PM To: Valarie Wolf Subject: FW: Process to extend the existing Clearwire permits From: Kevin Foy [mailto:clearwirekjf@yahoo.com] Sent: Wednesday, August 23, 2006 10:52 AM To: Patrick Conroy Subject: Process to extend the existing Clearwire permits Patrick, When you have the opportunity I would like to initiate the process to get some extensions filed. Clearwire is having trouble identifying general contractors that can meet timelines due to the recent build through the region. Please contact me when you have the opportunity. Thanks, KJ F 8/30/2006 / I,� A `•- 5808 Lake Washington Blvd. NE PHONE: FAX: Ste, 300 Kirkland, WA 98033 425 216 7600 1425 215 7900 erg To the City of Bremerton; U Clearwire US LLC is formally asking the city to provide an extension to the permit located at the following address: 4119 Wheaton Way Bremerton Permit identification # BB06-00215 Clearwire identitcation #KIT 406 ONLINE', www.clearwire.com Please contact Kevin Foy with any questions regarding the extension of this permit. Thanks, Kevin Foy Zoning/Permitting 206-607-7220 t� H1DI3-SPL•EDINTERT7ETMADESIMPLF.. tYAf'SIh4/'1./: Page 1 of 2 �r�-'' �� Valarie Wolf From: Kevin Foy [clearwirekjf@yahoo.com] Sent: Thursday, August 24, 2006 10:49 AM To: Valarie Wolf Subject: RE: Process to extend the existing Clearwire permits Thank you. I will write up a request and get it to you. Soft copy ok? KJF From: Valarie Wolf [mailto:Valarie.Wolf@ci.bremerton.wa.us] Sent: Thursday, August 24, 2006 10:45 AM To: clearwirekjf@yahoo.com Cc: Patrick Conroy; JoAnn Vidinhar Subject: RE: Process to extend the existing Clearwire permits Kevin, You have 2 applications in here. As you know the project on 3027 Olympus Dr Bremerton was never applied for according to our records. BB06 00136 for 245 4th St. will expire on 9/13/06. BB06 00215 for 4119 Wheaton Way will expire on 10/8/06. The International Building Code, Section 105.3.2 Time limitation of application, states that: An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been persued in good faith or a permit has been issued; except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. You may request the extension and I will present it to the Building Official for review. Thanks, From: Patrick Conroy Sent: Wednesday, August 23, 2006 4:14 PM To: Valarie Wolf Subject: FW: Process to extend the existing Clearwire permits From: Kevin Foy [mailto:clearwirekjf@yahoo.com] Sent: Wednesday, August 23, 2006 10:52 AM To: Patrick Conroy Subject: Process to extend the existing Clearwire permits Patrick, When you have the opportunity I would like to initiate the process to get some extensions filed. Clearwire is having trouble identifying general contractors that can meet timelines due to the recent build through the region. Please contact me when you have the opportunity. S/24/2006 Perzttit # Pernut Type Parent App # Date Submitted Technically Complete Date Approved I' 4 1 1 BLDGONLY 0411112006 07/06/2006 Date Issued Expiration Date 10/08/2006 Re -issue Date Date Closed Last Action 07/06/2006 l Status Date �07/06/2006 Applica nt Tax Account # Site Address Project Naive Zoning KINCAM KYLE & ROBIN 022401-1-033-2004 4119 WEATON WAY CLEAR WIRE CITY Status APPROVED Override Expire? r G overrunent? NewPerntit Ii uery Pratt ForrnLetters Copy Details I Parcels Structur.., Contacts Contrac... Valuation Fees Approval Couditi.. � Notes? Irtspech... Perrtut4 Project Description (IhTSTAI.L A ADDIITONAL ATTEI�I�A ObI A EHISTIIJG CELL 7 Other Zoning jDCC Council District IDISTRICT 2 Census Class 437/Add or Alter Other Buildings &. Stnictures Development Code 320/Non-Building Structures Dwelling Units View All Details � Extended Details Page 1 of 1 Patrick Conroy From: Kevin Foy [clearwirekjf@yahoo.com] Sent: Monday, August 07, 2006 11:10 AM To: Patrick Conroy Cc: 'Robert Evans' Subject: Kitsap Sites for Clearwire US LLC Patrick, Clearwire is tracking several sites in permitting (or done and need to pay remaining fees). This email is to understand the status of the following sites: _ _ l SS Ul � WA KIT 401-address is 245 4th St. Bremerton 98337. Statu ,:?� � pc�/3�� 5� s (/� WA KIT 406- address is 4119 Wheaton Way Bermerton, 98310. Status . A l�Lc�vt�� is . D G� ©off /S WA KIT 411-address is 3027 Olympus Drive Bremerton, 98310. Status Ir,� �� -�Q� I �� 7 Clearwire is under the impression that the land use and building permits) are finished and ready to pick up. Patrick could you please confirm the status of these sites, thank you. Kevin Foy 206-607-7220 i -s � d �� r �� 8/7/2006 APR PL 1 1 20U�IT CENTER 13REMERTON-DLPT. cC�,�� COMMUNITY DEVELOA t9jiding Permit Application i5 () L� 0o -Zisoo Dept. of Community Development * 345 WE 6th Street Suite 600 *Bremerton * WA * 98337 1873 Site Address 473-5275 GJ IsTt74T f�) jQ c Fax (360) 473-5278 �v7�0 CONTRACTOR:I Losismol OWNER: 1CYl� Address: Address: P.O.3v Z4o(6 City, State, Zip: City, State, Zip: t* q83/0 License # & Exp. Date: Phone #: Contact Name: Authorized Agent Name: ecieoe?4d Contact Phone #: Address: 5 $0 L a/LG 4,bg i N Tax ID/Parcel #: 0 Tg01-033-2,00 City, State, Zip: Phone #: ( Zo6 22s /q9 What is the application for? (Please check one) NEW SINGLE-FAMILY RESIDENCE NEW DUPLEX Q NEW MANUFACTURED HOME RESIDENTIAL REMODEL Q RESIDENTIAL ADDITION RESIDENTIAL REPAIR ['j NEW COMMERCIAL COMMERCIAL REMODEL COMMERCIAL ADDITION COMMERCIAL REPAIR NEW MULTI -FAMILY TENANT IMPROVEMENT NEW GARAGE/CAR PORT NEW ACCESSORY BUILDING NEW SIGN STRUCTURE DEMOLITION GRADING (Cubic Yards: ) OTHER: AWT600, - CU UjCQT/C'� IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? Scope of work proposed: Square Footage: Dwelling: Garage: YES NO Decks: i v � Valuation Plan Review Fee Permit Fee Surcharge Total Fees Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official, The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration 4he applicant shall resubmit plans and pay a new plan review fee. Y Date