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MMD2015-00019 MMD2015 - 00019 Verizon Wireless NOTICE OF TYPE I DECISION MINOR MODIFICATION (MMD) 2015-00019 = VERIZON WIRELESS 120 DAYS = September 9,2015 SECTION I. APPLICATION SUMMARY FILE NAME: Verizon Wireless CASE NO.: Minor Modification (MMD) MMD2015-00019 PROPOSAL: The applicant, Verizon Wireless, is proposing the collocation of sixteen antennas and accessory equipment to an existing wireless communication facility at 10185 SW Cascade Avenue. APPLICANT: ACOM Consulting Inc. for Verizon Wireless Tammy Hamilton 2215 SE 37`h Avenue Portland,OR 97214 OWNER: Portland General Electric Company Jim Carver 2215 SW 153d Drive Beaverton,OR 97006 LOCATION: 10185 SW Cascade Avenue WCTM 1S135BB,Tax Lot 300 ZONING DESIGNATION: MUC: Mixed Use Commercial District. The MUC zoning district includes land around the Washington Square Mall and land immediately west of Highway 217. Primary uses permitted include office buildings, retail, and service uses. Also permitted are mixed-use developments and housing at densities of 50 units per acre. Larger buildings are encouraged in this area with parking under, behind or to the sides of buildings. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360.060.0 and 18.798.050 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in Section IV. M M D2015-00019 1 44 THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site Information: The project is located at 10185 SW Cascade Avenue; south of SW Scholls Ferry Road, and west of SW Cascade Avenue. The approximately 2.18-acre development site is made up of one parcel, an existing utility substation, an existing 124-foot monopole, and associated landscaping. There are currently three existing providers (Cricket Wireless, Clearwire, and T-Mobile) collocated on the property. In 1997, the collocation of antennas to the existing monopole was approved under Minor Modification (MMD1997- 00003). In 2010, a 195-square-foot addition to the utility substation was approved under Minor Modification (MMD2010-00012). The site is located in the Washington Square Regional Center Plan District. Proposal Description: The applicant, Verizon Wireless, is proposing the collocation of sixteen antennas and accessory equipment to an existing wireless communication facility at 10185 SW Cascade Avenue. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.360 Site Development Review: 18.360.060 Minor Modification(s)to Approved Plans or Existing Development Section 18.360.060.0 states that a minor modification shall be approved, approved with conditions or denied following the Director's review and as follows: 1. The proposed development is in compliance with all applicable requirements of this title; and As required by TDC 18.798.050.A.3, when more than three providers collocate in a commercial or industrial zone, the proposal is subject to Site Development Review. There are currently three existing providers (Cricket Wireless, Clearwire, and T-Mobile) collocated on the subject property; the addition of Verizon Wireless will bring the total number of on-site providers to four. Staff reviewed the applicant's narrative and submitted plans, and has determined that the proposal meets all applicable requirements of this Tide. The specific requirements of TDC Chapter 18.798 Wireless Communication Facilities are addressed below. This criterion is met. 2. The modification is not a major modification. Staff finds that the changes listed in TDC 18.360.050.B.1-11 are either satisfied or do not apply. Therefore, the proposed development is not a Major Modification.This criterion is met. 18.798 Wireless Communication Facilities: 18.798.050 Uses Permitted Subject to Site Development Review A. Uses permitted. The director shall review the uses subject to site development review, as regulated by Chapter 18.360, using approval criteria contained in subsection B of this section. B. Review criteria. Any use subject to site development review required under subsection A of this section, shall be evaluated using the following standards: 1. Aesthetic ID1A1D2015-00019 2 of 4 b. If collocation on an existing tower is requested, the design of any antenna(s), accessory structures or equipment shall, to the extent possible, use materials, colors and textures that will match the existing tower or non-tower structure to which the equipment of the collocating provider is being attached; The applicant is proposing collocation on an existing monopole. Additionally, the applicant will design any new antennas and accessory equipment using materials, colors, and textures that match the existing monopole,in order to minimize change in visual impact. This criterion is met. 2. Setbacks. a. Towers designed to collapse within themselves shall be set back in accordance with the setbacks contained in the base zone; b. Towers not designed to collapse within themselves shall be set back from the property line by a distance equal to the height of the tower. The applicant is not proposing a new tower, this proposal is for collocation to an existing monopole. Therefore,these criteria do not apply. 3. Tower spacing. No new tower shall be allowed within 500 feet of an existing tower. If, having completed the collocation protocol outlined in Section 18.798.080 without success, the provider will be required to build a tower less than 500 feet from an existing tower, it will be required to obtain a Type I adjustment governed by 18.370.020.C.8.b. The applicant is not proposing a new tower; this proposal is for collocation on an existing monopole. Therefore, this criterion does not apply. 4. Tower height.No tower shall exceed 100 feet for a single user or 125 feet for multiple users. This proposal is for collocation to an existing 124-foot monopole that is utilized by multiple providers. The applicant is not proposing to add height to this monopole. Therefore,this criterion is met. 5. Lighting.No lighting shall be permitted on a tower except as required by the FAA. The applicant is not proposing lighting with this project.Therefore,this criterion does not apply. 6. Fencing and security. For security purposes, towers and ancillary facilities shall be enclosed by a minimum six-foot fence. The existing monopole,new antennas,and new accessory equipment will be enclosed within an existing six-foot-tall fence. This criterion is met. 7. Landscaping and screening. a. Landscaping shall be placed outside the fence and shall consist of evergreen shrubs which reach six feet in height and 95% opacity within three years of planting; Staff conducted a site visit to determine there is existing landscaping outside the fenced enclosure, and that the landscaping is more than six feet in height, with approximately 95% opacity. This criterion is met. 8. Noise. Noise-generating equipment shall be sound-buffered by means of baffling, barriers or other suitable means to reduce the sound level measured at the property line to 50 dBA NI M D2015-00019 3 of 4 (day)/40 dBA (night)when adjacent to a noise-sensitive land use and 75 dBA (day)/60 dBA (night) when adjacent to other uses. The applicant submitted a specification sheet for the proposed accessory equipment. Staff reviewed this material to determine the sound levels will not exceed 75 dBA for day,and 60 dBA for night, as the site is not adjacent to noise-sensitive land uses. This criterion is met. C. Other requirements. At the time a provider requests a building permit, it must demonstrate compliance to all applicable state and federal regulations, including, but not limited to, the Oregon Uniform Structural and Building Codes and FAA. (Ord. 12-09 §1) Prior to building permit issuance, compliance with all applicable state and federal regulations will be ensured through site plan review.This criterion is met. CONCLUSION: The proposal is a minor modification of existing site development and is in compliance with the applicable requirements of this tide. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: •The applicant and owners •Affected government agencies Final Decision: A Minor Modification is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant,whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON MAY 20, 2015 AND BECOMES EFFECTIVE ON MAY 21, 2015 Questions: If you have any questions,please contact Lina Smith at(503) 718-2438 or LinaCSOtiQard-or.gov. May 20-2015 APPROVED BY: Lina Smith Assistant Planner MMI)2015-00019 4 of 4 APPLICANT MATERIALS RECEIVED City of Tigard MAY 12 2015 s COMMUNITY DEVELOPMENT DEPARTMENT Minor Modification Type I A �Ir,r �TIGaI�RING PROPOSAL SUMMARY (Brief description) REQUIRED SUBMITTAL Verizon Wireless proposes to install(16)new antennas and related equipment and ELEMENTS accessories in an existing unmanned telecommunications facility on an existing 116 4wrler's Signature/Written feet tall monopole. The equipment will be installed within Crown Castle's Authorization existing fenced telecommunications compound. itle Transfer Instrument or Deed Site Plan(2 large plans drawn to scale and one reduced to 8.5"x11 1/2') Property address/location(s): SW Cascade Avenue,Tigard,OR 97223 Applicant's Statement/Narrative (2 copies)Address criteria in: DC 18.360.050.B.1-11 Tax map and tax lot #(s): I S 1 W35BB-00300 Filing Fee Site size: Proposed lease area is 20'x25'within existing fenced telecommunication compound. • ONLN Applicant: Verizon Wireless(Applicant)/Tammy Hamilton,ACOM Consulting Inc.(Agent) CaseI�1[ � / C Address: 2215 SE 37th Ave. Related Case No.(s): City/state: Portland,OR Zip: 97214 206-499-4878 tamm hamilton acomconsultin mc.com Application Fee: Phone: Email: y �° g� Application accepted: PROPERTY OWNER/DEED HOLDER(S)' ❑Same as Applicant By: �' Date. Name: Portland General Electric Company Application determined complebc: . 2215 SW 153rd Drive �� 1 Address: By: Date: City/state: Beaverton,OR Zip. 97006 I:\CURPLN\Masters\Land Use Applications Rev.11/24/2014 Contact name: Jim Carver Phone number: (503)464-8000 .When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner.The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. APPLICANT'S STATEMENT The applicant's statement must include a summary of the proposed changes. Criteria in either 18.360.050(B) or 18.330.020(B)(2) must be addressed with a detailed response to each criterion. Failure to provide the information needed to process the application would be reason to consider an application incomplete and delay review of the proposal. In addition,the Director must find that the proposed change is in compliance with all applicable requirements of Title 18 of the Tigard Development Code.To complete this review,the Applicant's proposal must include a discussion indicating how the site expansion/change will continue to comply with the maximum setback,building height,parking,and landscaping standards. Other requirements of this title such as clear vision,solid waste storage,non-conforming situations,signs,and tree removal may also be applicable depending on the type and location of the proposed modifications. City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 2 APPLICANTS To consider an application complete,you will need to submit ALL of the REQUIRED SUBMITTALELEMENTS as described on the front of this application in the"Required Submittal Elements"box. THE APPLICANTS) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that maybe attached to or imposed upon the subject property. • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith, are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. SIGNATURES of each owner of the subject property required. kN -- lAk&YUA Ak o App is signature Print nam�j Date SEE ATTACHED LOA Owner's signature Print name Date Owner's signature Print name Date ADDITIONAL OWNER/DEED HOLDER INFORMATION Name: Name: Address: Address: City/state: Zip: City/state: Zip: Signature: Signature: MINOR MODIFICATION APPLICATION City of Tigard 13125 SXX Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 2 LETTER OF AUTHORIZATION The Undersigned ("Owner") represents that they are the tower and or land owner of the property commonly known as identified below("Property"). Owner hereby consents and agrees that Verizon Wireless (VAW) LLC d/b/a Verizon Wireless, and their agents and representatives may make and file applications on the Owner's behalf to such local, state, and federal governmental entities which approval Verizon Wireless may consider necessary or advisable to have the Property subject to the Amended and Restated Ground Lease dated June 1, 2001 as it specifically relates to this site (the "Lease") approved as to a wireless communications facility site, including, but not limited to governmental approvals for zoning applications, variances, building permits, and wetland permits (but for no other purpose). Owner hereby agrees that a copy of this signed authorization is as effective as the original. However, if requested by Verizon Wireless, Owner agrees to execute such other and further documents as may be reasonable required by the governmental entity having jurisdiction to evidence Owner's consent to the application. Owner hereby authorizes the employees of Washington County to enter upon the Property during normal business hours as necessary to inspect the property for the purpose of processing this application, subject to Owner's operational, safety and security concerns. All activities on the Property and all facilities to be installed, operated, and maintained in accordance with the terms of the Lease and all applicable laws,codes and regulations. Notwithstanding anything to the contrary contained herein, Owner will not approve or allow any use which Owner determines is or may be inconsistent with Owner's current or intended uses or purposes of the Property, or Owner's operational, safety,and security concerns. Verizon Wireless assumes the risk of loss,damage, or injury which may result from its use of or presence upon the Property, including without limitation, any damage to any of Owner's property. In no event shall Owner be liable to any other person or entity for any damages with respect to the proposed inspection and/or use of the property, including without limitation, any lost or prospective profits or any other special, punitive, exemplary, consequential, incidental or indirect losses or damages (in tort, contract or otherwise). The terms and conditions of the Lease remain in full force and effect. PROPERTY: 10185 SW Cascade Ave.,Tigard, OR,Tax ID# 1 S135BB00300 OWNER: Portland General Electric Company PRINTED NAME: RECEIVED TITLE: MAY 12 2015 SIGNED: CITY OF TIGARD DATE: 0X' 5 PLANNING/ENGINEERING Cter:*I•Y ' NFAY`12� 9015 � CITY OF TIGiARD PLANNING/ENGINEERING . �/'�� 1 p�.a,a ea 8i(in8i6; ,iJf`ton�er 1pn� 1(Y J WARRANTY DEED - y iia,,insvraruo 4 P S I+a10W ALL MEN By THESE PRESENTS, That PAgGAS-OF PDRTLMS--•` € a cor ration I INC. formerly k-0,4,- as I_bltnomah Propane, Inc.), Po ` a li isting under the laws of the State of duly organized and ex Oregon, hereinafter called grantor, fol' the consideration oes hereby grant, bargain, sell and convey hereinafter stated, d r7rmv (` cmPANY. hereinafter called unto ru&LL uu. : •rt"es, grantee's heirs, successors and assigns, that i fie grantee and g [, t ' 'i certain real property, with the tenements, hereditaments and appurtenances thereunto belonging or appertaining, situated ,.�_ .., ..s Oregon; described i u:,a�xrwc;��acrawe�a;�e� in the Caurty of WeS�:;ngtoa, a>"d SLaa i i I ! as follows, to-wit: i I it ^nnr4^r'7 220 feet of .Wren width of the xoiiowi.ng I described real property: tl f 1"e:"Ti�.. — `- I� Commencing at a stone common to Sections 2o, 27: i- F. and 35, Township 1 South, Range 1 West, Willamette, F _ ! 11 garidian, Washington County, Orcgon, thence north -_- n •e �t ►� s point on the Easterly G�„,:'�-,�y.q;• IS 0T• 521 iinat 19l.o.. - ^s' '! right-of-way line of Southeru ci`_iC P,ailroed; Pa - ' II thence South 180 43' East a�ong said right-of-way 9Z ft.: thence North 71 l7' East 12.00 it. to _ - -- - true pcini of beginning of trm�e �a a �cc=s- -- - rh.ore continuia& North 710 17` East 393.84 =t to f —__--- - -- - -.�... i•.,_..- 1_ s� •,nae i.. annk 724. Pa¢e lt , r— -- it dedicatea Moveniuea .�, �•-- —. -- - dI +-- it yCw�u+ o_ rr-wht. .ren Gnunty: thence along the said Westerly line on a spiral curve left which is para- d cn ftu.ar.Rrly of the State nigii.7ay � .• _ zr a....w _C innv _ II COIcommissiont ilgui.-v. �•i, Wh•_o -- •_.._...Ot f -- It elo 91T 4i" Feet 309.0! zt. r ry+�i �•••�- -- i I� ;-no ;-7 ft. thence South 37° 1-60 171 Oa.t 4&8.42 it. to ._._.M. _ IiI pV:Lnst whi.ch is 87 ft,, .shen masaured at right �! angles, from the center 1'_na of t!• Soethern r ---- I pacific R"iiroad; said point also being the North- i ucct corner of that tract conveyed to Allis-Chalmers i T yLBIILuriva ^aWYc::y =y _se.� ...u.....•:.. _.. ---- -- ,•.r-`.::... _.., ....� It Man •, - iI Page 427, Washington County Deed Records; the"ee _ - — „_..h soo ,.3I w_ct 420 fl-. to the point of beginning. Title Data, Inc. CH POR12516 WN I1316878.001 1— - ..• ,,t• .. - s _ 'F' • -L- , •vTTI_ grantee end i4 To Have and to Hold the same unto; the said ' e�tee's heirs, successors and assigns forever. IAnd said grantor hereby covenants to and with said grantee ff rr and grantee's heirs, successors and assigns, that grantor is lawfully seized in fee simple of the above granted premises free from all encumbrances, subject to statutory powers of *f 41 ; � . Unified Sewerage Agency of Washington County; subject Co access !, { 1 _ !i restrictions of record, subject to conditions and restrictions :k i{ of record, and that grantor will warrant and forever defend .-- anted premises and every part and parcel thereof ( ;.y -••- the above Br f�. !1 and demands all personP whomsoever, h` i rgaiegr the lawful claims - '--- — H �nrnhranCeB. ! ,wa•..•...es, li except those claiming unser spa aL.... ••- ---- o� I !� The true an,: actual consideration paid for this transfer, --� i stated in terms of dollars, is $55,000.00. x_ I In construing this deed and where the context so requires, s it the singular includeB the plural. i Done by order of the grantor's Board of Dircctore, with I _ lith of March: 1571. I �ass- -_sl affixcad_ this d=Y - ------- -- !E "= nARGA,, OF pORTLAtiD, r.�r�e�•�- � i{. - t' Preal3@nom � -' •.jl' ., :'1'-'•n":6'.a'//'/l'6/it/ 1 Br.�.,s--..=.---�y—�=-ate-: .6' •• B9. .e7 - - E Title Data, Inc. CH POR12516 WN 11316878.002 ...,aft .. - '� : .'�F.. .• •. - - d .. •' � `r� II 1745 �! STATE OF MARY AND ) ._. . +� ) SS.: Harch 11, 1571 r , I( COUNTY OF CHARLES ) Y' II Personally appeared William C. Hill and A. J. Schilder liwho, being duly sworn, each for himself and not one for the }:' s other, did say that the former is the President and that the latter is the Secretary of Pargas of Portland, inc., a I { corporation, and that the seal affixed to the foregoing r IIinstrument is the corporate seal of said corporation and that said instrument was signed and sealed in behalf of said corpor- ation by authority of its board of directors; and each of them F c"jed ed seia :krAtmeMnr to be f.ts voluntary act and deed. L•; Before AM 0 �i.atsJ s- , `-e,SEAL ) I x �Y .•,� Notary Public for Finryla-.3 ny r w jII }}..STATE OF OR:40N `f i N L`E,n Zanw of W.xhiy,on - i i<= :t'•'- - �a®®_ _`---r....---�- --- C P/O I ---- — of - Yi1i111sisr+u'`: '.. 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CH POR12516 WN 11316878.003 CITY OF TIGARD RECEIVED Approved by Pla ning POR CASCADE MAY 12 2015 Date: 8 �� _ (PROGRESS 874140) CITY OF TIGARD IQ verfLOnwireless 0185 SW CASCADE AVE PLANNING/ENGINEERING Initials: TIGARD,OR 97223 ---.T �EEOF- EM, VICINITY MAP PROJECT INFORMATION SCOPE OF WORK ca,xrtRlxcrl°NttPE va Tver y�V Al(RARCEED ,E,WxE°II40l00 veil re nW;reileJC.S LIST OF DRAWINGS umwE esa.°IrN AE.weExE- I,IEET EON°ITLOE txr Ar°xerw narunr ORg11El EEEVAt,W tn.UAMK ca TRIICTURE NEI°M CROWN 12—V- R°P°P-M EE, CCASTLE A.: Eltlii,NNANDPRovo6tDE,EVAIgNs A.t °dYTM.Cik1N°FTAM AA, AN,BIM IIGM CETAM LODTRLCTLN°fTAM LEGAL DESCRIPTION Af sGNM1tlN�tNIB I ..m vARBIf PARCFl°pD tIE.W,x4REr zA rEET or EwFN wo*NAS OEscI°e[o IN Noon et°wr a"cE MI r PROPdEDMITEreNCCPigIlMltlN CONSULTING INC CODE COMPLIANCE CASCADE _MT -I„x4tD m°E.will THE 1-1IxvEne r�cat ml+ToacowsrRucTuui eEOAEttrmE "0 T. 2%t ORCU0E1 E1ECT,YCK WECJLLtt(LGE 1MA O,IEOON 1EC,MNIN IVE\1Altt(LCE COVER SHEET DRIVING DIRECTIONS CONTACTS ,. .. APPROVALS RT oRrvl.c�„��N,E,xxroA�E,�RARo.E wN,..ER�..,,4 N�,�,II�,.�NEIRER�IS,,,t :- ...... «MNN,°,ass]PA°.NEffE<NS TA�E,rE,aDEEE,oN,°rE l�b.vE FE ImbAVE Ix II.EEs :�• P.I K IMTNAVE.--ouio ld.wl.6.]a w i0.wR°PCKi VNO MEIIOE ONTO FS R HA iNE Ex T ON ME - dNTw 12- 1 turf tNE fAFtIlMG gpPT IXI 51]IEjRNNBFJNENI0N,O 6W GRE�EN&AG RD�,IwgN MONTO Wi08w cA9VDE .. '--Z +F SEv.+.i.t RM RM AVE.T`I CASCA°EAVEISAISTPAEibY16—N AR—T1CIP5AVCA MAVF. CIN p. nMA.NMNp. ��i I FNCJ+EER A''na�M �nM e.'-...w ;r: PNTHE(.IT fl5]a'rc I NNER Pip Tsot, — B T-1 GENERAL NOTES LINE/ANTENNA NOTES 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES.ORDINANCES,AND REGULATIONS.ALL IS, VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL NECESSARY LICENSES.CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM AW7 OR ASTM ASS.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL rr..e•onnm JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. FRAMING SHALL CONFORM TO ASTM A325.FASTENERS SHALL BE 5B'MIN.DIA.BEARING TYPE '91p•'^'r CONNECTIONS NTH THREADS EXCLUDED FROM THE PLANE.ALL EXPOSED FASTENERS,NUTS 2. ACOM HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO 15. IN RAW-AND CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS THE PRESENCE OF HAZARDOUS MATERIAL,INCLUDING,BUT NOT LIMITED TO,ASBESTOS PRIOR TO CONCRETE POUR.TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILT I KNAK BOLTS UNLESS OTHERWISE NOTED.ALL ANCHORS INTO CONCRETE SWILL WITHIN THE CONFINES OF THIS PROJECT.ACOA DOES NOTACCEPTRESPONSIBILITY FOR MA PERMANENT GROUND ROD PRIOR TO TOWER ERECTION.TOMER GROUND MUST BE BE STAINLESS STEEL D{•�ryFr,�` THE INDEMNIFICATION,THE REMOVAL,US ANY EFFECTS FROM THE PRESENCE Of THESE MAINTAINED AT ALL TIMES, l YP MATERIALS.IF EVIDENCE OF NOTIFIED.MATERIALS IS FOUND.WORK IS TO BE 2. NORTH ARROW SHOWN O PUNS REFERS TO TRUE NORM CONTRACTOR SHALL VERIFY SUSPENDED AND THE OWNER NOTIFIED.THE CONTRACTOR IS NOT TO PROCEED HATH 19. THE GENERAL CONTRACTOR SHALL O RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER I D T OKEEP A UPON AWARD TI CONTRACT.THE GENERAL CONTRACTOR IS CONSTRUCTION. REQUIRED D KEEP ALL COLON FOR POWER, WRITTEN FROM THE POWER COMPANY. 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW,UNLESS OTHERWISE ACKNOWLEDGING APPLICATION FOR POWER,WRITTEN AND VERBAL DISCUSSIONS WITH THE 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. �O NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK aoW15 THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF 20, THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED k THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. WHICHEVER IS GREATER. 21.IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNERS S. LAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS. ON 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DATE,THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY ALL BENDS TO BE A MIN.OF W RADIUS 1Y0^ VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED.COSTS ASSOCIATED STARTED.NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 8. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS.USE TWO41OLT —11 I0A PZD REYRwRET FORESEEN BY AN INSPECTION,WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, "OLE NEMA DRILLED CONNECTOR SUCH AS TSB 32007 OR APPROVED EQUAL B oururA 1891.EO FOR zar4w WALL BE ACCEPTED OR PAID. 22,IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 19,ZD AND 21 ABOVE,THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY 7. FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL S. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR GENERATOR AT NO COST TO THE OWNER. PROTECTIVE COATING OR AN ANT40XIDE COMPOUND SUCH AS NO-OXIDE A'By DEARBORN VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY. WORK UNDER THIS CONTRACT.ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS. 23.PUNS PART OF THIS SET ARE COMPLEMENTARY.INFORMATION IS NOT LIMITED TO ONE EXCEPT THOSE SPECIFICATIONS HEREIN,WHERE MOST STRINGENT SHALL BE COMPLIED PLAN.DRAWINGS ANO SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN B. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING.USE WITH. THE PROPERTY OF THE ARCHITECT,WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ERICO T-319 GALVANIZING BAWCOLD GALVANIZING PAINT. EXECUTED OR NOT.THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR S. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE S. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING W TH A SILICONE SEALANT AND FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CML,OR ARCHITECTURAL YORK COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS. GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER ANGOR CONTRACTOR TO BUILD 10. ANTENNAS AND COAX TO BE PROVIDED BY VERRON WIRELESS,CONTRACTOR TO COORDINATE N ANY AND ALL MECHANICAL.ELECTRICAL.PLUMBING.OR STRUCTURAL ELEMENTS,AND THAT ACCORDING TO APPLICABLE BUILDING CODES, DELIVERY, ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET.NOTIFY THE CONSULTANT OF ANY CONFLICTS.THE CONSULTANT HAS THE RIGHT TO MAKE MINOR 24.IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING APPROVED PUNS,THEN IT IS THE CONTRACTORS AND THE SUBCONTRACTOR'S ADDITIONAL COMPENSATION. RESPONSIBILITY TO PROVIDE THE ARCHITECT NTH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK IN ADDITION THE CONTRACTOR massS. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY r i/liXirM•.F.1 ELEMENTS OR TO THE CENTER LINE OF ELEMENTS.UNLESS NOTED OTHERWISE.CRITICAL APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. PROCEEDING WITH THE WORK,THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE PROJECT INFORMATION RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM iw,.,,ii• r„• e. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE PROJECT.THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING.SITE.AND ANY 25.IN EVERY EVENT.THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE THIS 15 AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. INTERPRETED TO BEA MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. /+ NOT RELIEVE THE CONTRACTOR,SUBCC ONTRACTOR,ANDIOR SUPPOEFWANUFACTURER CROWN 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTINGALL FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EOUIPMENT FACILITY WILL BE SERVICED ONLY WORK DURING CONSTRUCTION AGAINST DAMAGE.BREAKAGE,COLLAPSE,ETC.ACCORDING TO THE MINIMUM SPECIFICATION.IF ANY ITEMS NEED TO EXCEED THESE MINIMUM BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.THIS FACILITY C CASTLE TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. SPECIFICATIONS TO PROVIDE A COMPLETE.ADEQUATE AND SAFE WORKING CONDITION. IS UNOCCUPIED AND NOT DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC, THEN IT SMALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS.FOR 11, THE CONTRACTOR SMALL MEET ALL 05"REQUIREMENTS FOR ALL INSTALLATIONS. E%AMPLE.If AN ITEM ANDIOR PIECE OF EQUIPMENT REQUIRES A LARGER VIRE SIZE(LE. 3- THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. ELECTRICAL WIRE),STRONGER OR URGER PIPING,INCREASED GANTITY(I.E.STRUCTURAL POTABLE WATER SUPPLY IS TO BE PRONGED AT THIS LOCATION. 12. THE CONTRACTOR SWILL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ELEMENTS),REDUCED SPACING,ANDIOR INCREASED LENGTH(I.E.BOLT LENGTHS,BAR CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE LENGTHS)THEN IT SMALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE rm CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR 81DIPROPOSAL.THESE DOCUMENTS ARE MEANT ASA GUIDE AND ALL ITEMS REASONABLY 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE CONSULTANT SHALL BE SOLE INFERRED SHALL BE DEEMED TO BE INCLUDED. AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL S. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. MODIFICATIONS WHICH MUST BE WOE SMALL BE MADE AT THE CONTRACTOR'S EXPENSE. 25. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SH AJA NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCNTECTANO THE 7. VERIZON WIRELESS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE ANAVERAGE OF ONE 15.WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,R SMALL APPLY FOR ALL LIKE OR CONTRACTOR. TRIP PER MONTH AT ONE HOUR PER VISIT. SIMILAR CONDITIONS.EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR CONSULTING INC. REFERRED TO IN THE SPECIFICATIONS.UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING.CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION. THE CONTRACTOR SHALL MATCH THE EXISTING PITCH.GRADE.AND ELEVATION SO THE Pqc rNo ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. POR 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL.CEILING.OR OTHER CASCADE CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL. PLUMBING.ELECTRICAL.OR STRUCTURAL MODIFICATIONS.MERE THE EXISTING Tp•,v. " CONSTRUCTION DOORS.PARTITIONS.CEILING.ETC..ARE TO BE REMOVED.MODIFIED.OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL.SYSTEMS ARE ADDED OR MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR.PATCH AND MATCH LEGEND IMPORTANT NOTICE '"" ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE MASONRY CONSTRLICTION IS MODIFIED.THE CONTRACTOR SHALL TOOTH IN ALL GENERAL NOTES NEW CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE CONCRETE CONSTRUCTION IS THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND MODIFIED.THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR -DINGWALLOETAILSECTON URGE SCALE DETAIL INFORMATION PROVIDED BY OTHERS.ACOM CONSULTING CANNOT GUARANTEE THE CORRECTNESS NOR AND SYMBOLS CONSTRUCTION.ALL WORK SMALL BE COVERED UNDER THE GENERAL CONTRACT. COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. D—il Norther %•••••••t CONTRACTOR AND HIS SUBCONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS • AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY CONFLICTS OR DISCREPANCIES TO THE 4 Debi NumLer CONSULTANT PRIOR TO CONSTRUCTION. Sleet Number t••••••• •.r Wlere DHwktl Snell Nuneer _ r WTere D&.ktl RM REFERENCE AM \Rekrercetl DraMmq c.Fb B T-2 1 \y \ LEfNY.EaUMPI)GN :GEVO AR[Ni vARaL eEnc THE sourXwLr xxJ awD s/r 91011 Rm win `\ y \ LLt q EVEN 11. AS 0[SPNM.O x BWY MA AWWRW CAP M.AT PACO 891. GEA COMAq.091f Yi(AS ND1E0) CA9L N L11LlI0M BOX �1S cga � '/�� L ; rAcrurxrc ® (�onii�Noao) ��[Nx u \ `` `\ \ 1)P�GIi,•TtQTESS W[D mARYRC.i 0 © vwLR �NydtG+id1T1 / \ D�OLN A,.G.311P)D ntSi�B+711'By b Remit xAloK wYCR N� AS 1L0�� _awuc+aY nttnOwc� _ y x5Y A. ARCEL STORM IEREON. PQ tdIRANO GENERAL 6LCiRIC 1Je \ nA�BQXLpR qR AI�IX�+ALKE�YAKr«it LEAs[ Yt vEARW W�3 I �NiEx FOR RToli-a-wAY urt >o Q � arA-wN a nc R.MU""Ax. ----------- SCALL _ CE.— I NC L W r¢ '8N9w'- \ `` pe`` x);AY•894YSN1•ND A58UWiN1N ELCC Ori fFAK NC7 Z ! ..� vCRS \ \ sye' wG1REYCRI.MAWIAWER ICLLW.ILC. _ lnGC 01 PAVENCNT Q W~ Ax ylYdyN ♦ �;. S1FR MIL UC AAD 11 L.NUE lNF —Y_Y_ SCALE ,P}`LOM�U � TO LLC.LLpOC1 lNO xW.-tt)OOJ _er--- O,CRnEAD POIIER)lK U) r'a .. 8 Xw 0.E R[earo rroRTunw IOR Lew m. (7<a .NG- Q =� t. TNI LE.SE AREA DE—M NOSES V=� s[.RnwNT.0 TITL E MEONAICIX PRONO[O Al nC x TTe oORlpl�n+u.i[Ne.—1 1 ai ac �n'tRI rCOwA:Nv wEOcoNi IY '� •�!. �' \ ``\R 6� \tw ``� OU�Or TrtMI.C.tt AREA �11N5E CWLA150PY1u� to- �N w or A TTU oR.9ixox LwneNc Rao n u mR9e[R..nsl.stezTODTo-cTpa paa<AyAll a ♦ `\ [uv Jos..B' ixar o TED. •.ml. 1rs ar TEwA vESTwc RxoRwATpN: waNaGLt ncv aoo.ss' vanAw rEARR•L ELECTRc.AN A, \ ± iL Eur mem• 0RC0011 LO...I N SCnLE x.iIEID wONlt CWIOCtEO IN IA' �� \ `\` \\\ >• �J �R�, s.eAsrs o a•RwG:acml A. _ x��WOxOMA E S S EY,Np M IWE / ..SLVNACE--s S.tD9n qlr. / q •gyp..a�t\ •! ' :,\ }.\` �� `�\ ' Al !'p TelQTE PAD Z W c 1n98T•[P.te ["""` ` 1, R' +rP % W V -00 a f v,....i w9 X.. LIGNGPGLE OETAL ah INrExeuAnon G< TAY TwJSe9-00)00 91C ACgKA` N TRmx[n.ID Al +/nn C�\ t y, ` TOTAL LOT TIM A A MONA I Imai• PGRiIANG GENERAL ELECTRIC C--.l q� � \ ,, �� t� . YROE t w IEAse—Asyrt 99 f` - Nxy�x` ? 9 • n .j IATIiUUE/LWCA TUOE P09nON Y91 xpNiW. R6ERL .A K R` ` D 11 XgNZO224 W.WW POAl1Ul: — '� L nnx. .sm'.x srcN _ lONp1WF 22.T0TU. 1 "f� ) � NvD 88 ON-C.�TaN AT % \ \ '' Jer 19RR ^' y a 'n'Mw. t eAsc or EnsiwG TDweR m u reEi = x V •, {, MGTRST CLEVAIMM Or fiANSNSAON ` ,--✓�' } " q� StiNLnlRf. ]GOA iFET . _ \ r v a s TONrnI——— me J—Tr RON crow Taw) eescx: tns` sHn1� wuwx Nsr —1 slsx 1 Axxoi.D.ucCNT SNI A� —EN Ai ANO RECORDOi ORYATw1a NUI®ER: RE"/CaJ]R•DSA51 MDciOil Wws tt.1AixuwBER 8L•IE:L.lo' P �` PROOCR NUI®OL. UNUERC WNG UTE GLTGN ACOMODO0-0001 3, DN O1R1A Ew51Y1G Re TNC AREA IC OnLR�IWTI S7AW tAW snow MAY eE OR•w1XO.Dt ni w<_O s*ATE , xEpIwE4 IIUi lXF 3' C LOfiR SERVILE AT LEAST XOORs—C MZ cc N stUnING WY LOSTRULTgN. R N0. Rr. .. EiM13M3N ADJACENT PROPERTY I APN:R726A2D \ �t«. i�'3�"�, o•io•.lo. ..w r`�,rc'..oR.�mm. ZONING'.MUC RA! m L irsvn sm.vm RE�sevff, e -1— lewm Rw mrANc \ Oy ADJACENTPROPERT' Cn \ \ A APN'.RIIX!C ZONING MU \ \ \ ,\ O •/ M Ci :,eless ,` EXISTING 116 `'X MONOPOLE i"'1[ \\\ '\ \ CROWN MGH 1`�., \ \ CC CASTLE EXISTING WIRELESS COMPOVND \ <�\\ �••///♦♦♦ EW veva b'a \ \ DE MANDATE ` , \ '.'¢„ \ AlE T.— E%ISTNG UTILITY CONSULTING INC. C\ SVRJECT PROPERTY � � /•//•_ \ \ TAX LOT IS7]SBSOD].. y•/ \ qi ZONING MVL \ Rok�IMo POR CASCADE PROPOSED SITE PLAN ADJACENT PROPERTY 1 �tu15 NPN RGP]It2 x a.�.. 20NING MEU-2 RM w RM ` rmNn wnpw AN J6 &.•ww B A-0 .. PROPOSED SITE PLAN 1 i I wo joeroM veMee,o�.,.o,�. j EXISTING S-0" HIGH C.L.FENCE pp �P dg� Fe4� 28`O' .sss EXISTING FENCED COMPOUND I EXISTING pFy a N! jaermis .'.—.—._.—.— I e4em EXISTING CARRIER4411t UTILfTY H-FRAME EXISTING CARRIER AHAPMENT/LEASE EXI8TING CARRIEREQUIPMENTCASTLEG BROVNJEXISTING CARRIERMONOPOLE PROPOSED ER ICE BRIDGE EXISTING CARRIER VCONCRETE EOPIZON SEQUIPMEM PAD NEW^DONC NEWS NC pi I EXISTING CARRIER VWtZ wireless NEW VZW 24'ICE BRIDGE EQUIPMENT _:•>.•'-•''.'r....:. b .:9 me�um�Teem QII10'O AFO y I T '1 \ PROPOSED If 1 EXISTING6-0" `\ 4• 6nrrERY [ w HIGH C.L. �/1� C.L.fENCE J / CROWN EXISTING c !� I PRa N CONCRETESIAB t-O' 4'•v �a••i^: a'a• b ..�.,, \ Polio vACASTLE TO BE REMOVED' EXISTING UTIftt ` uS H•FRAME na I 1 NEW VZW GROUND MOUNTED RAYCAP SURGE SUPPRESSION MOUNTED TO UNISTRUT ITYP OF 4)® `\ Ga11ET a O NEW VZW PTS O v W Z \ EXISTING 2004 O POWER METER Y� T NEW VLW SAFETY r 6 CONSULTING INC. CAB u \�� NEWVZWFIBER / \ Y CAB 'al —ERF / J R FURIRE RF vmject lnb EXISTING UTILITY / ,.;j r�NRN:r �1 I x,.;,i cnNRrET POR H-FRAME 1___ CASCADE NEW VET EQUIPMENT – CABWETS_TYP. � ___ ..__......! F; tT NEW VZW i GENERATOR EXISTING CONC.PAD TO B'd' NEW VZW GPS –_– BE REMOVED PROVIDE PIAUPDON gFeEL TANX PER ,� -m ANTENNA NEPA mt11�Y.TH=�.FIUM&Utt•x. IN6TABIuttwtYa6Fv wT1HNP08 —�_—._.—{�' PRONOEo6Y VElAZaNwTREiFss r4r w4r ! PROPOSED O COMPOUND PLAN wewmvra WIDE MAN-GATE PROPo6oNRaoNwREF666R�E 20.0 j ¢ 61OE03dnV EME1OENCl RncRW pEsct PROPOSED VERIZON WIRELESS LEASE AREA oENEPnTOR-nw oEPatTMENroF 1 ENNRON.1EN—PROTEOTbNnPPROVEo Pmpn Hrn�r Me EXISTING F"" ! eU6flnSE oOUBtE WALLED x10 GALLON HIGH C.L.FENCE ePECe FgxINSTAWrroN�INS RAUCTONB.S o.tir ON14'15 y :, �� r SEE --ET —ET AM RM ' EQUIPMENT LAYOUT PLAN "p°""°` ""R`"` AM JS Remlon M'. 6MetM B A-1 1r \E A„ PROPOSED COMPOUND PLAN 1 mou�o..vr .vPu,<: re ruuxw ar une+..-... ueLEa InEFee ro ronEv.,.. '4.�l.,,., Gr IGwn e.r GEGlr Delco ww�i wa roAe3e4mFrwrpw oErAu r 0 Brune owm� - �ANI9.NA4GY ANrEI.H rPRArp 1^.k1tEt1 KeECFF� Ovl fS 90x FID RE4F sE* WrtZtl411G �MTEMNiFyx iHlMA44xR - - .. Ensn4 a.FOFn ,wTerwAAweAr { f'a UMrA'EI 1(LFARHrt�nn� �! rNOFO!®�iFfiZp1 Yi111B1M MrW MLITIEENlgE aRMEMGl14olrnm ro eloggt IrrrR• Fm%Y)6EeVe.ID4eN®9.eRu.wqull. E— TR RmgNEEO VEmION 4o If 1. 12 wlEF.ae 4a.rt llrr yyQ FmGFGeEG eFLR41q roranaram�a.m4 ,.I-G V�W rsless FIRWExEmIDNMe11ELE.9 ••y1e.^••-• rAunmMt LNT(TY GE e 1 FE..Ecralataa4ln meGPoeEDVE1.ZGNeMIIELEM mIOEG.EGY¢II(G NIF 166 /^f"�CROWN AME4M MGUIIfIW.NN�.4l.1 PANEI ANTEMM(TYrOF 16e �eI CASTLE FEn aEGTom win CONSULTING INC. mzou wu¢Ess cn.cuEre- i eEm�oRa v'aivncov% �� POR A��x GEa E41EEum.rETsmP .wuEna.sulr-.eesrreEL aiwm CASCADE of e)IeEnw EwsTF,c FEnti:eI mF IF amemo uuEel CASCADE wnM�.i��oue�s D—T. m G�m�GNwAELE� rGrGeEG—,... EXISTING& OIE6¢GEN—TT- v�POA�EOIGEdOE LEG � 9[:�e�a, j`�:�xM;�, PROPOSED M4F '\ enwFdow u«-� ELEVATIONS F¢<E Na IVABFD NIVE pYIYIS dw GFeY� y P4 .M meis. •Fe.. A4 JB s.mW 9iuMM B A-2 EXISTING ELEVATION 2 r--,=--= PROPOSED ELEVATION 1 gPLFXER NOTE .. • 1. IBI NEW pPIEMERE YpUNIEDAT ' REtER tOOELAE.A NITENNM(gPLXEReCrW wS1W/ ..a,,,�r�y . P— ]. CONIRACTpR roN3EFY NITN H eMENYb WNiNCT111ER RCE PoR MOIINRL ^W OEIMH { BRACEEn OE`LFxER OETAEM90M1 AeA REFERENCE ANDIEM1NECi ro p1WIfiE 4 6Eci011 FRuc � `b rP' ANTENw coon YJ —EXER MOLMING �.. PUTE + 1 I —T J 1\\\ AMENNSMa.Nr J/ �� `owiexcF ovn+s Y+5 IONNG ro*'E" -xmmrw DIPLEXER DETAIL 3 ECEY wrmeuu CD .wwnr�c Pty mo_n u.,i ^� //s' Yecw.Nrx mwanT ue. e�erwk,¢mwrnr clr E. �_ P" ANTFaY.e -T,;— A—R.RER Ver/ nwirelesS c e AMTFrE1 wXMTEM[]RIEN �.�ui...•• AHrt3EM1YHfAC1+.IB1 N+M MWNf ERACEEIE Ev B AMEN+N N4EFACfiAER Cc CROWN RNI6ENIMN PANELANr.EL, v.,�CASTLE i�ER�eY11fACltwElf N� E T-v� ((LI) ..R E +rEY ofBCI+FTIIIN A-- / ANTE MN11fAOTME91 C C N H U L T I N O INC. AIN.YNER y --T.ipv DPA 2 DIM 2 DIM 1 PAN3 AMBEM gRFP,FOIf eO11M P-Ra IM EwnE.ewznoEa.ourEn an ar+ awe ars POR B oP eowT.ocuwwRAN3CAS CADE sTr B BRAtl(Ei BOiiON MOMrt,CFl1+M11 PA16 ir..RO.oR ettir 7 ERACNEf.atom.E0E0 MT _ _ B EOLT NOCM I EECTdt EFTA Mwgrroe S o o.r p NUT.P+MINpI ANfENMI Yr +eX CONSTRUCTION UT WV EE DETAILS ePLrt wss�m N,.wr ' ECTOR oELrA ana+s Fes^ JIlGK lilfL x sTr +Er a.r o-em D— AWEW2w.r o.r E.r R�Mw-o+caner BM P P-ewww�.aR.rom caner 7� B A-3 MECHANICAL TILT MOUNTING DETAIL 121 ANTENNA MOUNTING DETAIL 1 PARTS LIST B2740 DTY *1069 CLP ANILE f ACw1L*)e "M —6tJ 117 RATE TM r M[e *1642 'LATE aTHNI PLATEA AIE {y9 CALiRAAli4 Z !fi a>ME n)en wulwl tl)6I6 ANILE. g16a6 ANILE.IZ l p)670 ANILE 6T A •; )6<0 MAT—AM 94' H[IHr HARDWARE LIST fi srN all DES!EI" 6tl r SM v i vi AM MT.IR/1,E Ew. FrN 1M FLATNAJHER 1 9x LM N t Yf N IpIT.MJT.t L w •N ffi to YMN6 va W DJII IE■LM f n f9 vIM N t sxwET MAD WT.AMT, ELEVATION A1tl LxwNAVE1 o.w 0M ]! 1R N i V1 N f V-6RT,F w,L w t MiT q •{ rilr M1g91-w OAMIRN i N MAT1b[V TOTAL WT 2750= SEE BRA'6 Z T CONE WT. IANJ n *1613 i �/ Fw w1AT1L n oMTw mels *1.10 A IIP FY F *• 9.Lacs g1e<i GRATING CONN. DETAIL Wrl�►eless g6Q9 tl0e)' SE TION A—A •• T.Y-0' lro4l 1016a6 DETAIL 'Y' CC r•T-o- T,Ku A tl>•RI CROWN CASTLE tl1669 9)60 IJx SEE OFTµ••• � g1e10 10)°x0 SECTION B—B ,...• ,.r-0• I,FEAI WAT iFM CLAMIY tD)N36 0 NOTES. CONSULTING INC. 1 RATFdM NEL SVFORT i-S tl)6]i *1610 V tl76a1 ANt'MMS 6 x' -XJE—I— r P Tro. PER ACE u-6RTS AlE PR0940 tlTM6 w_i i. FM a ANIEMMJ PEA FACE JEE LETAE R' • POR : )LM NO w FPES AND �� CASCADE 01.x0-pIIACRETJ ARE NOT PMT p X� �tl W9J9 THE ED TIE,—1 6C cmFtW 0 SEPARATELT DETAIL 'Z' ,•.T-P T;-F. ~ ANTENNA MOUNT OUTSIDE HANORAIL LAYOUT B-100120 DETAILS �I NSCE HANDRAIL LAYOUT 8-119810 NOTE vo F=H wme., PROVIDE ROTATABLE HUB AND SUPPORT Oa/1A/15 COLLAR TO SUPPORT ANTENNA PLATFORM. Z_HA1 7— T WA— CONFIRM BPECIF ICATIONS WITH VALMONT RM RMS iro BRATNa PRIOR TO CONSTRUCTION cH x.vp uunal mRware PLAN VIEW AM as JrE•.,a .bow .Iw B A-3.1 ANTENNA MOUNTING DETAIL(WITH HANDRAILS) 1 CONCRETE: REINFORCING STEEL: 1. ALL CONCRETE wlXa S"""CONFORM TO MI 316.'BUEDNAC CODE 1. RDNFORCNO BMS:ASTM Mn,GRADE W.DEFORMED BNRS. REDNREWIFIS FOR REINFORCED CONCRETE'AND TO THE PROJECT WE SPECIFICATIONS 2. WELDED WRE MESH:TO ASTM Alis. PROIIDE IN MT SHEETS ONLY. ALL MDBRIAAIDCOAI ALIENIA we VERTICAL PIACEYEN TOLERANCE TO BE 3/8 NCH. t;P9AMENM C R,ETOEEFNiNeI®Bv >t?OKH DICT OPP® r,Nwx�nwm 2. UNLESS OTHERWISE NOTED.ALL CONCRETE SHALL DEVELOP A MMMUM —.DBE —DONARELEBBAD 6ALVNl8®PME 'eunr COUPRESSNE STRENGTH OF 1000 PSI IN U.O.N. 3. RED fORCND STEEL TO BE DETAILED.FABRICATED,BEM AND PLACEDv[GVCNwNEL— NTALLEO BYOONIINCTOR N ACCORDACE WITH THE MI MANUAL OF STANDARD PRACTICE AND J. PREPARE AND SUEFIT Mot OFSIGNS FOR EACH TYPE AND 51RENCTH O ICI 31MONTNONEXIHTw vm¢ON WWRELEBE LM CONCRETE N AND Ac,mi.NCE MAIM ACI 211,'POR,VNONIK CONCRETE 1. SUBMIT SHOP DRAWNGS FOR FABRIGTgN.ENDING AND PLACEMEN (s @ ,NADp�� MYNES ANO AG JOt.'SECW1EAlON4 FOR STRUCTURAL CONCRETE. OF ALL CONCRETE AND NASUNIFY REINFOgDNG STEEL SHOW ALL OPBANTEIRIABI►NEORY NTg E�AartR V WALLS AND BEAMS N FML EIFVATNN. vERNCNYWIBBB6 OTTKN 1. READY-WO CD T,SLNPLEPS TO E NRYG-LEAKED. PER MAMA'MTLRERB 'I CONTRACTOR ALL RELOMYEIM'OK XE BEDOE RPE LEG /\ i ALL CONCRETE 6 XI E NORMAL DESIRE CONCRETE NRH A MAXwLw SI-UNP 5' ALIL PELSTE`RSS,CHAIF5.SPACERBANNSAND su FURNISH , /\\/ '•i i�, \/�\/ OF 1 TRILABES. MXwUu AGGREGATE SPIE]/R INCH. NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED -IS'STDPIPE rgOli AB EOIRREO B. NO ADDITIONAL AIRIER SHAT BE MED TO THE CONCRETE AT THE JOB SITE. OTHERMSE. I I %lyAlpR N, 8. WHENE INDICATED,REKMHALL ORCM BS SBE WELDED IN eNTENMMOLM 'I MO H ]. DD NOT 115E CNIDRIE-CINTANWG AWINURES. ACCORDANCE WMI AWS D1.1 STRUCTIRA WELLING COOS- I AOIIIBrnblf�.iL� A IrOCOCRETE MBE :. i MO WEATHER CONCRETE:COMPLY WITH ACI SOSR. EINfOEHIG STEEL'. B. REW BEING OF ALL CONCRETE MEMBERS SHALL IMA THE FOLLOWING CLEAR 1. IN REINFORCED LMSONRY WALLS,COLUMNS AND BEAMS,REINFORCING •I 1 f CONCRETE CODER: SHALL E MELD N PUCE'MRM'DLP-O-WALL'EBAR POSIIJONEAS, COAX CABLE ) COVER. OR APPROhD EOIVl,PRXM TO GROUTING. .I 1 CAY CONCRETE CAST AGAINST AND WKS 8, IN SLABS WHERE RENFORCNO 6 SHOWN N ONE DIRECTION ONLY, PERW!{NRY EXPOSED TO EARTH J pWIA01 DE -TED E ENRATURE RDNPDRCEMEM AT BO DECREES TO �B � F —11 --RE—BET CONCRETE EXPOSED TO EARTH G LAP SPLICES. B' WEATHER'ito s FAR CIA /2 AAUU,EN 1 a))SUBMIT PROPOSED LOCATIONS OF W SPLICES FOR APPROVAL CONCRETE NOT EXPOSED TD WEATHER 1,)CONCRFTE:PROADE CRASS B TENSION LM SPICES U.H O. OR COARCT NRH OROMN: ) GPS ANTENNA 5 CONCRETE DETAIL 4 STABS AND NALLS LA\SCAI W SPLICE BARS A MNMUM OF M BAR DIALIEFERS - /11 LAND Ile BMS 1 1/2 U.N.O. Itt BRA AND SMALDI 1 W)WENDED MARE MESH-MNwUM VP B LADIES,MEASIAREO COLUMNS BLTWEEIN WIERu05T CROSS-MARES Of EACH SHEET. TIES.Sr EINFOKEMCM. TES.STRRUPS.SPNNLS 1 1/2 10.INSURE TINT A ALL S B 2-IS MRS ARE—DED CONIRAN ADDITIONAL ALL SUB EDGES BY ADJUSDNG BAR LRED DR m PRONOINC ADOfORAI iDP/BOrtOY EMF BARS AS EONEO. OR AL OTER'W6E NOTED,PRONDE A MINIMUMBLVRNG LENGTH Of 1 INCHES F OR ALL REWFDRC[D COM:RETC SIABs. 11.AND E 1-I5 S OFHE BM FOR ALL SILLS LEDGES,CURBS,PADS ,1.PgAE CHIWLRS,REVEALS,RE—S,RECESSES AND THE uAT AS SHOWN '�STEPS UNLESS FH NDrwTED. OR THE ARCHITECTURAL ON STRUCTURAL DRAWINGS. FOUNDATIONS: 1, SHELTER:ALLOWABLE BEARING PRESSURE USED IN DESION 2000 PST, 12.NO HOES ON SLEEVES SHALL BE WE TINDUGH CONCETF WdIX OTHER �/ THM THOSE MEAT ON THE SIRLICTURA DMNRNS'Mi1DUf TIE APPBE'- 2. ABOVE PARAMETERS ARE ASSUMED.AL FOUNGTXRN CRITERIA SHALL E VERIFIED Viii WWmlPiSS OF TIE STRUCTURAL ENGNEER. BY SON ENGINEER N WRITING M ACOM CONSULTING PRIOR TO FABRIGTNN 13.P OAT —114—CONCRETE FOR MECHAMCA,ARID ELECTRICALDNTSIONS 'ARD CONSIRUCIION. OG INCLUDING BUT NOT UNITED TO:EOUPMEN BASES,NWSEXEENK PMS, DESIGN GTA 2010 OREGON STRlIC111RAL SPECIALTY CODE Bo •IN^ •+ CURBS,PFFS,UNOERCROUMD CucF AMS. WIND SPEED: K MPH 11.ALL FOMAVDIN OFFSET TOLERANCES(ER KI 111)TO E CUSS A (3 SEC.GUS') EXPOSURE- B 15.FLOOR SB TOLERNUMVALU CE TO ASTM CSS:SPECIFIED OVERALL MMUM E IYPDRTANCE(ACTOR-t U 00 G FLATNESS h-n WITH LOIAL MMYUM F-11.AND MINIMUM VALUE OF }UT-ICH-HOT OF— CROWN L�MIIIFOF ft-20 G�L� MNwW F.-15.MEASURE FL AND F.WITHIN T: GtiVAH 8�TAIT.—CAP .4:..:'.4;.. ,yam CASTLE 16.ALL EXPOSED[XIERNAL CORNERS OF CONCRETE TO E TOCI EDGE.UNLESS ..'..r•, oTK—SE NOTED. '•,'.'•' HOT DPPEDGLVAUE09TFELONTIN] 11.DaNTRAc DR sRLALL REFER 1D DRMXNGS OF BIER TRADES AlDVENIXIR FIIOMEIXAPMEMTOTOAER DRANNGS POR EMBEDDED REDS ARD RECESSES. ,B.EaWTRAGroR SHALL REFER TO DRAWINGS OF OTTER IRAtts DRARINGS IDR EMBEDDED EMs AND ECES Es.CONTRACTOR swuL vENn ALL SIZER Al0 IDGTONs OF ALL ELEC`—OPENWGS AND EODPMEN PMS WITH TIE EUCTRICAL OENRIC MID EOIIPYEN DETAIL AND SHOP dNNNGS. R SIIALL E THE ESPOI6PRRT OF THE CONTRALTM TO PROAO(ALL OPEWWGS LAND SIRVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. CONCRETE AND REINFORCING NOTES 3 CONSULTING INC- AS REO(NRED z PIOAs,NN POR n.WaEwRBmPGFA a CASCADF R,DBw i1MRO.OG PI1N� ¢ I I OLLv1 EO}'.,QUGUNeTM1T ' On�WPTWA. NPE BTRAPB oBmuNa---TSA`TO PiE MIXMRRIGsI FRPONT aIPEF-DNLATOATION CONSTRUCTION DETAILS 1#ouvNE awDCE PO6Ts w ENDcws RYPI I I I I RLH HR1r I I OWIV15 rIRxPXIr D— mlplf[AADEI I I RN RM M' LJ O A—, ,r LXWQEtE N..AnW aaernn Nr—EP+ _ AIDFA(nPl AMJS B A-4 RAYCAP MOUNTING DETAILS 2 "`SOMUTMDTGI.— ICE BRIDGE DETAIL 1 Mwr..ciuHER.w,vuv �_�, uwasKnwea aacNox MDDeL RawcutsrFae wou.�u HEInHi. r I•� � aeowr.nr YaOM Pr nIDM 1'-i' uro O OEPM IP OBMf ww..ruu •uw,.•..on.rvwux. N90Hf.M91H6 aMTH gDIHi) I �In�� WNOXT:YIM rev wmuM caw.waapu O—'� �_ � taloa.arvawie �r Pldtll1ElY. 8Etll991L d� ,wave t - ovn,s aoa am ae�wsci RAYCAP SPLITTER DETAIL 6 ERICSSON RRUS12A2 DETAIL 5 ERICSSON RRUS 12 DETAIL 14 Mus�enr�R ewH�wS \\/� � ]r .00oooG V re/eS$ 1a81vWERusEi lulu"onrX o; � �ICi,i�r • • �i�LB6 MTiEW G.HIET,:. DTH Jr . _._. 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CONSULTING INC. 1 I� nmw,iMo D — CASCCADE OD ,Oi�6w iw5G.D[ 0 o B µ� EQUIPMENT O° ' DETAILS O O. bi9d AM B A-5 ANDREWS RBA72 CABINET DETAIL 13 CHARLES ENCLOSURE DETAIL 1 ,S NBOrf BIAA fdaa OOpaMN.TE N fF,D L{'daWfER EDGE-ir0 .w Rdsc� conrRACTpIrocRAL>:Aro ,aa. carcRtrc aErgarto EadT,w snn r.N OPAOE ovw,s rs>wNSREosTORE Rsue a op PERRrEreP aR uuosuPE 6 M0.PIX'MRrIV� NEED fl4RMFP OW R.Nrn CONRIi aNEEP PREPARE1—a1 PErr(MW mPIDREVFWEET 'LL MATERNL A.REOO rCTED q roa' NOT USED 16 ; NOT USEDI 5 TYPICAL CONCRETE PAD SECTION 4 nnTE ma—T w ran r.r{rE svoeo ro.E.sME 1 LorwTpuof OEM9UTU, Ia EaR.M]]Iw{PERadi sRrAa enie{r.Mdr,MNafAC,Laaa, EuoadR.TEwwP,E*oR cereaATw ci..P 10 CONCPETE Pdn wv.F,._,AEP rd r rs r ,rnw wrsaw � V@'r/�WIlIB�BSS wrt�,R'ocOMD b SPAR I i I I E rnacnc.aA.wv CROWN urERa ofw�mac aAR 1 1 PI EE ��RA o o ` - ITe..EorroMl Vv CASTLE II II o o E 17 I I 11 E u ,wrEna�auewx ti 11 11 r •rrO° 1 I 1 ,roP a eoTTow, 1 11 n ccncRETE Tam o 1 1 I 1 11 11 • 1•UMMfER EOOE _.__.{................... 1'CINVEREWE 1 1 I I a ' TMP Tro IV c NMULTING INC. 1 I 1 I RARNEW s Te POR 4 w . 1 1 I I veRzon wRELEas EouPMau , $ craaaTaTo eEM�rrrrGaLr ,rro eoLTwranr.nE .' { { CASCADE I I I I ATrrcrEorocaxaETE Pru saseornenrE � ..................._.._.._...,� ,rK�,Ro wc..DE LL-- ———— --J.J MA MIWFr4TURER RECOMIIBAR1bMPd:FW3lYxlw{PER OP Rnx� a0%fRAME.Coowdra.iE i? b, /WOAa—GEIrtaNTw MWfAOTMER v M�roaRaa,Ew ra ra• ra anv.AGR fRae FOUNDATION Y� wwfawn:T DETAILS li? N? •f r wmee . anus f f f d.+w o.uv f f • RM RM Rd Mm.ir .IdRu.� AM S BECT]NYEW B A-6 CONC.GENERATOR PAD DETAIL 3 '".�E m�,aF CAB ATTACHMENT DTL 2 n' w';a CONCRETE PAD DETAIL 1 ON DVAI DIM2 DlM.L PROPOSED ANTENNA AND COAX SCHEDULE MANrACnAERe nue SECTOR ALPHA SECTOR ALPHA tPN.oNTT- 2 T.-- 2 51.4 16.T 3.r A- -W- 2 95.5 18.8' 9A SECTOR BETA SECTOR EFTA ,D T� 3. 51.4 6.0' 77 a 1 2 1 985' 181"1 9.1- 1 SECTOR GAAIMA AM,E.uu SECTOR8GANA3A 514 16.0' 37 - FUT�E 2 WS' ISA" 9.1" FRONT BACK SIDE 2W -im V V = � SECTOR DELTA D TOP PROPOSED ANTENNA DIMENSIONS 14 ENMMDMTMDDNr - A :NfMLVAHZED- PAWL AVANT ------------ --.PELTE. ED TO TIT 1 11' V NnB1M I-UPACTUlEl P--T- -N- My-awnessuaf TO. suPPREswRMouNrEO T PA BANENM /-AN,VNPIA CROWN CASTLE -A- ;t cc TGPAEW .TANTENMMMMPADTL.ER D% LANT--- M T A PROPOSED ANTENNA DIMENSIONS 13 TO-DINTE-A-T /z, CONSULTING INC. TO PROPOSED ANT-MOUW POR I" E TO ANTCASCADE ROPosEo 1.1-ANTENNA.-ID TD PROPOSED WPI-NRELEM RRLMRUAi 0T- UNTS-MMO-ED-pp .1 t.-I——I-LRE a-1 PROPOSED P-.DWM-..LE. ANTENNA k P PAWL ANT- P-11ED VE ql'ON WREIESS TO PPOPOS.A-- CON FIGURATr]ION TO PROP-A=- aMMr NI Mry RM R. P AP B RF-1 NOT USED 2 IA I S.�� PROPOSED ANTENNA CONFIGURATION 1 Lina Chung Smith From: Tammy Hamilton <tammy.hamilton@acomconsultinginc.com> Sent: Tuesday, May 19, 2015 12:19 PM To: Lina Chung Smith Subject: RE: Verizon Collocation at 10185 SW Cascade Ave Attachments: Kohler 30KVA Generator.pdf Lina- For the generator, I attached the spec sheet and it runs at 66 dBA. However, it will only be ran only once a week on Tuesday mornings at 9am, unless there was an emergency of some sort. For the equipment cabinet,there is an AC unit and at the maximum operating performance it will run at 74 dBA. However,the AC will only kick on during high temperatures which mean during the day on typically hot days. Also,just a reminder that this site sits at a PGE Substation. Please let me know if you need any additional information. Thanks, Tammy Hamilton (206)499-4878 Tammy.hamilton@acomconsultinginc.com A CONSULTING.INC From: Lina Chung Smith [mailto:LinaCS@tigard-or.gov] Sent: Monday, May 18, 2015 6:06 PM To: tammy.hamilton@acomconsultinginc.com Subject:Verizon Collocation at 10185 SW Cascade Ave Dear Tammy, I'm reviewing your Minor Modification application for Verizon Wireless collocation at 10185 SW Cascade Ave. Do you have any information on the noise levels that will be generated by the equipment?The limit is 75 dBA for day, and 60 dBA for night. If you can't provide a complete noise impact study, please give dBA estimates based on similar projects or equipment models. Thank you, Lina Smith Assistant Planner City of Tigard I Community Development 13125 Hall Blvd.Tigard,OR 97223 E-mail:LinaCS cRtigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail 1 may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules "City General Records Retention Schedule." 2 RECEIVED MAY 19 2015 TY OF TIGARD AI 4 NI NG/ENGINES",In Model: 30REOZK4 KOHLER. Power Systems 208.600 V Diesel 29001 Tier 4 Final EPA-Certified for "W§STFMS Stationary Emergency and Standard Features NATICWAIIY IMI! Peru Non-Emergency Applications e Kohler Co. provides one-source responsibility for the Ratings Range generating system and accessories. 60 Hz a The generator set and its components are prototype-tested,factory-built,and production-tested. Standby: kW 24-30 a The 60 Hz generator set offers a UL 2200 listing. WA 24-37.5 a The generator set accepts rated load in one step. Prime: kW 22-28 kVA 22-35 a The 60 Hz generator set meets NFPA 110, Level 1, when equipped with the necessary accessories and installed per NFPA standards. e A one-year limited warranty covers all systems and components. Two-and five-year extended warranties are also available. a Alternator features: ® = Kohler's wound field excitation system with its unique PowerBoost- design delivers great voltage response ® � and short-circuit capability. ® The brushless, rotating-field alternator has broadrange �" reconnect ability. c a Engine features: ® Heavy-duty air cleaner with air restrictor indicator. Uses coded Exhaust Gas Regeneralton (EGR)and diesel oxidation catalyst to meet Tier 4 Final without a + Diesel Particulate Filter(DPF). Lockable battery disconnect switch. Electronic, isochronous governor. e Other features: Kohler designed controller for guaranteed system integration and remote communication. See Controller on page 3. The low coolant level shutdown prevents overheating. Integral vibration isolation eliminates the need for under-unit vibration spring isolators. Durable steel,sound-attenuating housing with quiet operation of 66 dB(A)@ 7 m(23 ft.)with full load at the prime rating. Stainless steel hinges and lockable latches on doors. 110%environmental containment basin for fuel, dl, and coolant. Subbase fuel tank for 24-hour run time(minimum). Power panel with main circuit breaker.remote start Generator Set Ratings connection, and emergency stop switch. 130'C Rise 105 C Rise 105'C Rise Standby Rating Prime Rating Continuoua Rating Alternator Voltage Ph Hz kW/kVA Amps kW/kVA Amps kW*VA Amps 120/208 3 60 30/37.5 104 28/35 97 28/35 97 1201240 3 60 30/37.5 90 28135 84 28,!35 84 4D5.6 120/240 1 60 24/24 100 22/22 66 22122 66 277/480 3 60 30/375 45 28/35 42 28135 42 3471600 3 60 30/37.5 36 28/35 34 28135 34 RATINGS AM three-phase-ft are rated at 0 8 power lecbr AJ angle-phase ift ere rated at 1.0 power factor. Skvxf>y ReOngs The atentny rabrg a applicable to varying beds far the duraw of a power outage. There r rat overbed cepat),14 for 1h5 rating. Pine Porter RaMgr At varyng bed.ate Hooper of generator eel operating hours aun&nAed.1.A�10%ovarbed cop"ts a—table for (a1F1 le i al lwfW e . Ccxki XJ1�Rarngs" At LV-4-1 IX n rvaryalg bed.the MRneei bef of gewsion operating Marc 6 ra1l,nlesd. Thiene,s r overload capaba�far this reling. Ralatgs are fi ercorderce with ISOffi2E-1 and IS03046-1. For ImA dg tme ratings,corm!the factory. 011aar lactncai alorrrtebon bJfatin(TIO-101i for ralirge gudebnes.c plele ratings defarbora and site rnrdeon derelas. The Wrteraor ast—Aactirer reserves the nghs b cterge ft deMn or specrInabom without nobce and without any obligation or lybi!4 whatSoeve, G5-A23 (30REOZK4) 2/14 Alternator Specifications Specifications Alternator • NEMA MG1, IEEE,and ANSI standards compliance for Manufacturer Kohler temperature rise and motor starting. Type 4-Pole,Rotating-Field • Sustained short-circuit current of up to 300%of the rated Exciter type Brushless,Wound-Field current for up to 10 seconds, Leads:quantity,type 12,Reconnectable • Sustained short-circuit current enabling downstream circuit 6,600 Volt breakers to trip without collapsing the alternator field Voltage regulator Solid State,Volts/Hz Insulation. NEMA MG1 • Self ventilated and dripproof construction. Material Class H • Vacuum-impregnated windings with fungus-resistant epoxy Temperature rise 130C,Standby varnish for dependability and long fife. Bearing:quantity,type 1,Sealed • Superior voltage waveform from a two-thirds pitch stator and Coupling Flexible Disc skewed rotor. Amortisseur windings Full Voltage regulation,no-bad to full-load Controller Dependent One-step load acceptance 100%o1 Rating Unbalanced load capability 100%of Rated Standby Current Peak motor starting kVA (35%dip for voltages below) 480 V 4D5 6(12 lead) 76 Application Data Engine Engine Electrical Engine Specifications Engine Electrical System Manufacturer Kohler Diesel Battery charging alternator KDI 1903 TCR 1.9 L, Ground(negative/positive) Negative Engine:model,type 4-Cycle Turbocharged Volts(DC) 12 Cylinder arrangement 3 Inline Ampere rating 80 Displacement,L(cu in 1 1.9(115.9) Starter motor rated voltage(DC) 12 Bore and stroke,mm(in) 88 x 102(3.46 x 4.01) Battery,recommended cold cranking Compression ratio 17:1 amps(CCA): Piston speed,m1min (ft./min.) 275(905) Quantity,CCA rating One,950 Main bearings:quantity,type 4,Sleeve Beery voltage(DC) 12 Rated rpm 1800 Max.power at rated rpm,kWm(BHP) 37(49) Fuel Cylinder head material Cast Iron Fuel System Crankshaft material Cast Iron Fuel supply line,min.ID,mm(m.) 8(0.31) Valve material. Intake Stainless Steel Fuel return line,min.ID,mm(in.) 6.3(0.25) Exhaust Stainless Steel Max.lift,fuel pump:type,in(ft.) Mechanical,2.5(8.2) Governor.type,make/model Electronic Max.fuel flow,Lph(gph) 35(9.3) Frequency regulation,no-bad to full-bad Isochronous Max.return line restriction,kPa(in.Hg) 20(5.9) Frequency regulation,steady state t0.5% Fuel prime pump Manual Frequency Fixed Fuel filter Air cleaner type,all models Dry Primary 74 Microns Secondary 5 Microns @ 98%Efficiency Exhaust Water Separator yes Exhaust System Recommended fuel ill Diesel Exhaust manifold type Dry Exhaust flow at rated kW,m3/min. (cfm) 12.5(443) Lubrication Exhaust temperature at rated kW,dry Lubricating System exhaust, C('F) 382(720) Type Full Pressure Allowable back pressure, Min.7(2.1) Oil pan capacity,L(qt.) 8.4(8.9) kPa(in.Hg) Max.12(3.5) Oil pan capacity with filter,L(qt.) 8.7(9.2) Oil fitter quantity,type One,Cartridge Oil cooler Water-Coded G5423 i30RECZK4i 214 Application Data Controller Cooling Radiator System Ambient temperature at standby rating. C('F) 45(113) V Ambient temperature at prime power ~� and continuous ratings, "C('F) 50(122) Engine jacket water capacity,L(gal.) 4.20-1) Radiator system capacity,including o 40 engine,L(gal.) 172(4,5) Decision-Maker'3500 Controller Engine jacket water flow,Lpm(gpm) 57(15) provides advanced control,system monitoring,and system diagnostics Heat rejected to cooling water at rated for optimum performance and compatibility. kW,dry exhaust,certified,kW(Btu/min.) 28(1592) • Digital display with adjustable contrast and menu control Water pump type Centrifugal provide easy local data access Fan diameter,including blades,mm(in.) 483(19) • Measurements are selectable in metric or English units Fan,kWm(HP) 27(3.6) • Remote communication thru a PC via network or serial configuration • Controller supports Modbus protocol Max.restriction of cooling air,intake and • Integrated hybrid voltage regulator with:0.5%regulation discharge side of radiator,kPa(in H2O) 0,125(05) • Pied circuitry for protection from vibration and debris e Built-in alternator thermal overload protection Operation Requirements a NFPA 110 Level 1 capability Air Requirements Refer to G6-136 for additional controller features and accessories Radiator-cooled cooling air, M3/Min. (scfm)T 96.3(3400) Combustion air,m3/min.(cfm) 2A(86.3) Power Panel Heat rejected to ambient air_ -- Engine,kW(Btu/min.) 28(1592) \ Alternator,kW(Btu/min.) 6 5(369) T Air density=1.20 kg/m3(0.075 Ibm/ft3) Fuel Consumption Diesel,Lph(gph)at%load Standby Rating 100% 10.5 (2.8) 75% 7.8 (2.1) 50% 5.4 (1 4) 25% 3.1 (0.8) Diesel,Lph(gph)at%load Prime Rating 100% 98 (2.6) 75% 7.3 (1.9) 50% 5.0 (1 3) • Viewable generator sel controller with security cover 25% 2.9 (0.8) • Emergency stop switch Diesel,Lph(gph)at%load Continuous Rating • Main line circuit breaker 100% 9.8 l'2.6) o Reconnectable models:Rating 150 amps,field adjustable based 75% 7.3 (1.9) on voltage selected 50% 5.0 (1.3) O 600 Volt models.Rating 60 amps,field adjustable 25% 2.9 (0.8) • Power connections for Available Options(battery charger and block theater) • Remote start connection Sound Enclosure Fuel Tank • Durable steel,sound-attenuating housing with quiet operation of 66 dB(A)@ 7 m(23 ft.)with full load at the prime rating • Subbase fuel tank for 24-hour run time(minimum). a Internal-mounted silencer and flexible exhaust connector. • Fuel tank includes single location fuel level gauge,fuel fill with e Fade-,scratch,and corrosion-resistant Kohler' Power Armor'" lockable cap,and normal/emergency vents. cream beige automotive-grade textured finish. • Both the inner and outer tanks have emergency relief vents. • Stainless steel hinges and lockable latches on doors. • The secondary containment tank's construction protects against fuel • Acoustic insulation that meets UL 94 HF1 flammability classification leaks or ruptures The inner(primary)tank is sealed inside the outer and repels moisture absorption. (secondary)tank. The outer tank contains the fuel if the inner tank leaks or ruptures. • 110%environmental containment basin for fuel, oil,and coolant. Fuel Tank Speciflcations Fuel tank capacity 293 L(77 gal.) 65423 13OREOZK4, 2.14 KOHLER CO.,Kohler,Wisconsin 53044 USA Kohler Power Systems Phone 920-457-4441,Fax 920-459-1646 Asia Pacific Headquarters For the nearest sales and service outlet in the 7 Jurong Pier Road US and Canada,phone 1-800-544-2444 Singapore 619159 KOHLERPower.com Phone(65)6264-6422,Fax(65)6264-6455 Standard Features Literature • Alternator Protection • Battery,Battery Rack,and Cables ❑ General Maintenance Q NFPA 110 • Integral Vibration Isolation Q Overhaul • Local Emergency Stop Switch Q production • Oil Drain Extension • Operation and Installation Literature Warranty Available Options Q 2-Year Basic Q 2-Year Prime Approvals and Listings ❑ 5-Year Basic Q CSA Approval ❑ 5-Year Comprehensive Q UL 2200 Listing(requires standard skid) Other Options Controller ❑ d 15-Relay Dry Contact Q Electrical System V --- Q Battery Charger,Equalize/Float Type Q Q Cold Weather Package Q (incudes block heater and battery heater pad,wrap,and wiring) Fuel System J Two-Way Fuel Valve (for connection of a user-supplied external fuel tank) Skid Q Field Draggable Skid (heavy gauge steel skid with integrated drains and pull bars) Q Load Lugs(one per phase 116-350MCM,400 amp) Miscellaneous IJ Engine Fluids Added Dimensions and Weights Overall Size,L x W x H,mm(in.): 2206 x 1016 x 1622 Standard Skid (86.9 x 40.0 x 63.9) Weight,with engine fluids(no fuel),kg(Ib.) 1397(3080) Overall Size,L x W x H,mm(in.): 2489 x 1016 x 1622 Field Draggable Skid (98.0 x 40.0 x 63.9) Weight,with engine fluids(no fuel).kg(lb.) 1461 (3220) H ❑ ❑ f~ W 1.4 - L �l NOTE.The drawng is provided for relwome onry and should ml be used for plenrung installation.Co~your local distribubr for more dNailed udormaUon. DISTRIBUTED BY: aZ 2014 by Kohler Co. All rights reserved. 65423(30REOZK4)2/14 _--- -- ---�-- —� DG NOT SCALE IXiAw MGS CONTgACl pR 4u5i VERfv All— DiNEN5�ON5 qNU AWSE CONSUL TSOr ANY EWtORS OR 5 NO VARig1pNS OR 400E 4',/,TUN$TO w00.x SNOwrvTSNgi'.6E NWIEUF NTEU wnTNOUT PgpR WgR1EN PROVM w JUS�SSUEa OF TNR UggwwT ARE SUPFgSFIX.0 By IN(iglECT grvt�pN ALL nMWwGS AHO aPECiFpg1�UN5 RFMA�x TNF PROPERLY Or ACOu GO0.WRATgN RECEIVEDd955PE�P POR CASCADE MAY 12 2015 ' °H. JI (PROGRESS 874140) , ,5 CITY OF TIGARD PLANNING/ENGINEERING VerfZOnwireless 10185 SW CASCADE AVE No Date Rev— TIGARD, OR 97223 CITY OF TIGARD Approved by-Planning A 02125115 90%PZD REVIEW SET B 04x14/15 ISSUED FOR ZONING Date: Initials: �-- 2 3 I Gent VICINITY MAP PROJECT INFORMATION SCOPE OF WORK JURISDICTION. CITY OF TIGARD VERIZON WIRELESS PROPOSES TO INSTALL(16)ANTENNAS AND RELATED EOLIIPMENT AND ACCESSORIES IN AN ZONING CLASS: MIXED USE COMMS RGAL EXISTING UNMANNED TELECOMMUNICATIONS FACILITY ON AN EXISTING 116MONOPOLE s OCCUPANCY GROUP: UTILITY * ►' ` CONSTRUCTION TYPE: V-B '1 TAX PARCEL ID: I SI W35BB-00300 VerrZOnwire l ess PARCEL SIZE' 207 ACRES LIST OF DRAWINGS LATITUDE: IS°26 47.W N 45416528° SHEET DESCRIPTION impC.-rnat..n Team: LONGITUDE: 122°47 00.60'W T-1 COVER SHEET -122 78U78 22.783176" T-2 GENERAL NOTES AND SYMBOLS GROUND ELEVATION: 181.43 16.0'AMSL CROWN G1 PROPOSED SITE PIAN CASTLE STRUCTURE HEIGHT: 116'-0'(TOP OF TOWER) 124'-O'(TOP OF APPURTENANCES) A-1 PROPOSED COMPOUND PUN A-2 EXISTING AND PROPOSED ELEVATIONS Oc A-3 CONSTRUCTION DETAILS r. A-31 ANTENNA MOUNT DETAILS A4 CONSTRUCTION DETAILS LEGAL DESCRIPTION A•5 EQUIPMENT DETAILS A-6FOUNDATION DETAILS A&E Team: PARENT PARCEL BEING THE SOUTHERLY 220 FEET OF EVEN WIDTH AS DESCRIBED IN BOOK b1U AT PAGE 691 RF-1 PROPOSED ANTENNA CONFIGURATION CONSULTING INC. r. a P je t mfo CODE COMPLIANCE CASCADE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT 10185 SW CASCADE CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN TIGARD,OR 97223 THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE Draw .-nie 2014 OREGON STRUCTURAL SPECIALTY CODE 2071 OREGON ELECTRICAL SPECIALTY CODE 2014 OREGON MECHANICAL SPECIALTY CODE 2011 NFPA 101 LIFE SAFETY CODE COVER SHEET DRIVING DIRECTIONS CONTACTS IMPLEMENTATION CONTACT: A&E CONTACT: APPROVALS APPLICANTICLIENT CONTACT: START DRIVING SOUTH ON NE 122ND AVE TOWARD NE WHITAKER WAY.TURN RIGHT ONTO NE FREMONT ST.NE JOE AHSING TAMMY HAMILTON RICK MATTESON Project Number. Date: FREMONT STIS JUST PAST NE BEECH S.TAKE THE 3RD LEFT ONTO NE 102ND AVE.NE 102ND AVE IS 1 MILES VERIZON WIRELESS(VAW)LLC ACOM CONSULTING,INC. AGOM CONSULTING,INC 04/14/15 PAST NE 105TH AVE.MERGE ONTO 1-84 WIUS-30 W TOWARD PORTLAND.MERGE ONTO 1-5 S VIA THE EXIT ON THE (df0/a VERIZON WIRELESS) 1125 SE CLATSOP ST 1125 SE CLATSOP ST TITLE SIGNATURE DATE LEFT TOWARD SALEMBEAVERTON.MERGE ONTO SE PACIFIC HWYJOR99W VIA EXIT 294 TOWARD 5430 NE 122ND AVE PORT LAND.OR 97202 PORTLAND,OR 97202 Drafter Designer: TIGARDINEWBERG.MERGE ONTO OR-217 NBEAVERTON TIGARD FWY N TOWARD BEAVERTON/SUNSET HWY. PORTLAND.OR 97230 PHONE (206)4994878 PHONE:(425)209-6723 REPRESENTATIVE RM RM TAKE THE GREENBURG RD EXIT,EXIT 5.TURN LEFT ONTO SW GREENBURG RD.TURN RIGHT ONTO SW CASCADE PHONE:(503)4063434 tammy.I_hon@acommncutllryinc mm dck.mattrson@ammmnsuttirginc can AVE.SW CASCADE AVE IS JUST PAST SW SHADY LN.ARRIVE AT 10185 SW CASCADE AVE. I—phahs 9@venzorn 4—mm Project Manager: Professional of Record: PROPERTY OWNER CONTACT- TOWER OWNFR CONTACT: RE ENGINEER AM JS JIM CARVER ERICA ANDREWS R-n No Sheet No, PGE CROWN CASTLE SITE OWNER 2213 SW 153RD DR PHONE (412)9539776 BFAVERTON,OR 97006 PHONE (503)464-8000 T-1 GENERAL NOTES LINE/ANTENNA NOTES �~oTBCAEE NAw NGS qN RACTO MSi vERkYAL TO WORK VA OOHNEK Se AMOADVISECONSOLTAMIS OF ANv ER-OR MISSgNS.Eq RNigM50R NWNC 1gN5 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS.ALL 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL SU=B-LI,BE-NEMTEO w-1R w-N u.uE PREvqus wsuEs of,Ms rHNwwc ARE NECESSARY LICENSES,CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL suPERSEOCOeY rME LATEST REV-ALL DRAWWGSAN 6PECi1LATgMS RF Ww TNF PROE4RIY OF wOON JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. FRAMING SHALL CONFORM TO ASTM A325.FASTENERS SHALL BE 5/8'MIN,DIA.BEARING TYPE OOXfD1yiT1pM- CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE.ALL EXPOSED FASTENERS,NUTS, 2. ACOM HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO 18. IN RAWLAND CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS THE PRESENCE OF HAZARDOUS MATERIAL,INCLUDING,BUT NOT LIMITED TO,ASBESTOS PRIOR TO CONCRETE POUR.TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED.ALL ANCHORS INTO CONCRETE SHALL C� WITHIN THE CONFINES OF THIS PROJECT.ACOM DOES NOT ACCEPT RESPONSIBILITY FOR TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION.TOWER GROUND MUST BE BE STAINLESS STEEL. �yt 1ReV'� THE INDEMNIFICATION,THE REMOVAL,OR ANY EFFECTS FROM THE PRESENCE OF THESE MAINTAINED AT ALL TIMES. MATERIALS.IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND,WORK IS TO BE 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY d' 18355PE f SUSPENDED AND THE OWNER NOTIFIED.THE CONTRACTOR IS NOT TO PROCEED WITH 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER IMMEDIATELY UPON AWARD OF CONTRACT.THE GENERAL CONTRACTOR IS CONSTRUCTION, REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW,UNLESS OTHERWISE ACKNOWLEDGING APPLICATION FOR POWER,WRITTEN AND VERBAL DISCUSSIONS WITH THE 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. En. NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. H. WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK IFJPp11gIp11E Ow3a1s THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. WHICHEVER IS GREATER. 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DATE,THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY ALL BENDS TO BE A MIN.OF 8'RADIUS. No Dare R-.-. VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED,COSTS ASSOCIATED STARTED.NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 6. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS.USE A TWO-BOLT A 02/25/15 90%PZD REVIEW SET FORESEEN BY AN INSPECTION,WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, HOLE NEMA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. WILL BE ACCEPTED OR PAID. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN a 94114115 ISSUED FOR ZONING NOTES 19,20 AND 21 ABOVE,THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY 7. FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL a 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR GENERATOR AT NO COST TO THE OWNER. PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS'NO-OXIDE A"BY DEARBORN VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY, 1 WORK UNDER THIS CONTRACT.ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, 23. PLANS PART OF THIS SET ARE COMPLEMENTARY.INFORMATION IS NOT LIMITED TO ONE EXCEPT THOSE SPECIFICATIONS HEREIN,WHERE MOST STRINGENT SHALL BE COMPLIED PLAN.DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN 8. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING.USE 2 -WITH. THE PROPERTY OF THE ARCHITECT,WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. EXECUTED OR NOT.THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR 3 - 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE 9. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CIVIL,OR ARCHITECTURAL WORK. COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS. GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS,CONTRACTOR TO COORDINATE cl,enE_ ANY AND ALL MECHANICAL,ELECTRICAL,PLUMBING,OR STRUCTURAL ELEMENTS.AND THAT ACCORDING TO APPLICABLE BUILDING CODES. DELIVERY. ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET.NOTIFY THE CONSULTANT OF ANY CONFLICTS.THE CONSULTANT HAS THE RIGHT TO MAKE MINOR 24. IF CONTRACTOR OR SUB-CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING APPROVED PLANS.THEN IT IS THE CONTRACTOR'S AND THE SUB-CONTRACTOR'S ADDITIONAL COMPENSATION. RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK IN ADDITION THE CONTRACTOR 8. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY veruwireless ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED OTHERWISE.CRITICAL APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES, PROCEEDING WITH THE WORK,THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM PROJECT INFORMATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. ImPlementargn team. REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE PROJECT.THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY 25. IN EVERY EVENT,THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE 1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. NOT RELIEVE THE CONTRACTOR,SUB-CONTRACTOR,AND/OR SUPPLIERWMANUFACTURER CROWN 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO THE MINIMUM SPECIFICATION.IF ANY ITEMS NEED TO EXCEED THESE MINIMUM BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.THIS FACILITY CC CASTLE TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. SPECIFICATIONS TO PROVIDE A COMPLETE,ADEQUATE AND SAFE WORKING CONDITION, IS UNOCCUPIED AND NOT DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC. THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS.FOR 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EXAMPLE,IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE(I.E. 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. ELECTRICAL WIRE),STRONGER OR LARGER PIPING,INCREASED QUANTITY(I.E.STRUCTURAL 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ELEMENTS),REDUCED SPACING,AND/OR INCREASED LENGTH(I.E.BOLT LENGTHS,BAR 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE LENGTHS)THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE ARE Team- CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR BID/PROPOSAL.THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION, ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE CONSULTANT SHALL BE SOLE INFERRED SHALL BE DEEMED TO BE INCLUDED. AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. \\ If MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 26, THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE 7. VERIZON WIRELESS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY FOR ALL LIKE OR CONTRACTOR. TRIP PER MONTH AT ONE HOUR PER VISIT. SIMILAR CONDITIONS,EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR CONSULTING INC. REFERRED TO IN THE SPECIFICATIONS,UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. POR 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER CASCADE CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, 191e5 SW CASCADE PLUMBING,ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING TIGARD,OR 97223 CONSTRUCTION DOORS,PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL,SYSTEMS ARE ADDED OR MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH LEGEND IMPORTANT NOTICE nraw�K1 i�6. ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE CONCRETE CONSTRUCTION IS THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND GENERAL NOTES MODIFIED,THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR BUILDINGWALLJDETAIL SECTION LARGE SCALE DETAIL INFORMATION PROVIDED BY OTHERS.ACOM CONSULTING CANNOT GUARANTEE THE CORRECTNESS NOR CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. AND SYMBOLS Detail Number •••• CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS '°`Sheet Number Detail Number AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY CONFLICTS OR DISCREPANCIES TO THE A'1 CONSULTANT PRIOR TO CONSTRUCTION. Proiec Number Date. „-, Where Detailed Sheet Number 04/14/15 Where Detailed Drafter Desgner'. REFERENCE RM RM Proiea Morals Prolesswnal d Record: AM JS A-1 R.-rs NO Sheet NO: Referenced Drawing B T-2 LEGAL DESCFIPTION "rd t t\ \ 1 PARENT PARCEL BEING THE SOUTHERLY 22C • FOUND5/8"IRON ROD WITH t 1 \ FEET OF EVEN WIDTH AS DESCRIBED IN BOOK 1-1/2_ ALUMINUM CAP \,t - I`S ® DEA CONTROL POINT SET(AS NOTED) 810 AT PAGE 691. CABLE TV JUNCTION BOX t5tw `t - - - - - \ t + EASEMENTS ® (UNLESS(OTTHOENRWISE(NOTED) 71,1 M� \ �' t t r 1)MEMORANDUM OF GROUND LEASE BETWEEN Q ELECTRIC VAULT PORTLAND GENERAL ELECTRIC COMPANY AND • POST C \ PGM IL INC, ASSIGNED TO PORTLAND t`7 tNGT�vA PCE n�ii.2 l \ GENERAL BROADBAND WIRELESS, LLC 0 POWER POLE PI PER'K'CpRO MFS v`f500714 / \t \\ DOCUMENT NO. 2003-112575. A 51.1'BY B TELEPHONE RISER r- 2 DROPSJ PGE PORTLAND GENERAL ELECTRIC O> ONR'L AS NO RE CONDUCTOR AiIACNMENT ELCv 190 t t 25 E LEASE PARCEL SHOWN HEREON. LO1 LINE t\t \ \t t'\ It t PARCEL ARE PER ORIGINAL EASEMENT W/ WITH W O \` DIMENSIONS SHOWN HEREON FOR THE LEASE d' \ SET NUB w/MAC MAL DESCRIPTION INDICATING THE INTENT FOR -- RICHT-OF-WAY UNE Q CKA71ON OF THE FENCED AREA —_—__ CENTERLINE W d'Cr t 500 \ PROPERTY LINE :01 z `�, 1 /� \ VER ww O \ 100 .Jg+� 2)AGREEEMENT:LEASE :MAIINLANDERENT AND ATELCOM,ASSUMPTION ___________ EDGE OF GRAVEL W IM P�'PP tSt4SOM �,� 1\ 'J MASTER INVESTMENTS, LLC. BLUE LINE EDGE OF PAVEMENT F- t \ \OtE TI•*AR,tF OR `-'C' ASSOCIATES, LLC AND GOLDENSTATE —z—x— FENCE (A5 NOTED) U U)W SCALE C 4►u .-•.t \ \ L01 CO'' pEC�O i ➢�`♦� ` TOWERS,LLC. DOCUMENT NO. 2004-117003. —0E— — — OVERHEAD POWER LINE CTU R 10 0 5 10 20 t a' N0 R Q RECORD INFORMATION FOR LEASE AREA ? Ri�/ /-.\ 1 '. ACCUSE EASEMENT PCR tK T• (1250 S.F.),UTILITY AND ACCESS Q Z(n > DOCUMENT SE 2001-I1TOS . w/TACK 10 / \ W �,�E `\ SET nub w/MAG MAL EASEMENTS. TME LEASE AREA DESCRIBED IN NOTES Q 1•Ip1Es 10 rT. \ PC \ ♦ \c THIS DOCUMENT OF 25.00' X 50 DO' DOES 1. 717LE INFORMATION PROVIDED AT THE N *� t`, \ ♦ `\ WOULDNOT ATCH PLACETHE RIGINAL INTENT AND TIME OF ORIGINAL SURVEY COMPLETED W FENCED AREA CHICAGO 71i7LE COMPANY 70: to (� \`♦ _ttt \~ \ L A7. �tm O OUTSIDE OF THE LEASE AREA. ACOM ¢: W 6 �• \ ATTR. TAMMY HAMILTON CO U) \ •1j OD 12 < 1125 SE CLATSOP o - 1 N j2' SET nue w/MAC MAL CS. 339 86 [o TOP PORTLAND OR. 97202 e ` TITLE NUMBER: 4725145162700TO-CTOR LIGHTNING ROD POP-CASCADE MAYpE • L _ g` t \ ELEv 3C5.45' TOP OF DATMAY 11, ED 2014 TOP 8 �!b \ \ MONOPS ANTENN4 VESTING INFORMATION:PORTLAND AN ELECTRIC, s � �• \ ,` \ SCALE ELEV 29626' ELEv 300.53' OREGONCORPORATION \\♦ l�sr \ 100 0 SO 100 200 ` 2. FIELD WORK CONDUCTED IN MAY 2014. loo (FEET ) 3. BASIS OF BEARING: OREGON STATE PLANE COORDINATE SYSTEM,NORTH ZONE S 71295'31"• 25.10' .- 7• ^ 1 IIG1.TO()FT (NAD 83) CATRALItE1._. ` `t 4. SURFACE UTILITIES SHOWN ONLY, PORER CA.' POWER CAIIINE t J CATWALK `� w 43.RT 1 ` P 4 171/'31'E W.94KPSM721 ` 1 \ CONC PAD R/ R/DROPS \ - Comm cAIINCT`\ TOP 275-01 `` IF' (NOT N VSE) \ \ \ O veD W/ O 't;2�� t \ POWER CABINET . 1 S 06'37'01'w lDAO' \\ y \ MONOPOLE POWER METERS TOP OF STRUCTURE ELEV 96.26' v (1 7 ♦ LIGHTNING ROD ELEv 305.4V (3)fPSE BOLES \ O TOP ANTENNA ELEV 300.53• 9 +. Ab POKER IIET[R ` U7LITY EASEMENT PER \ - \ (Q= OOCIIAIEMI M0.2004-11703 \\ 7L \ TOP OF CONCRETE PAD <F ` \ GTn ♦ ELEV 181.43• G1WApf S 1716'34'E MAW \ 't .ILL \ \ W V •`g°� PADS SET IRNB w/TACK` tt \ `T \\\ \ f SEI IUB w/NIG MAL MONOPOL10 E DETAIL SITE INFORMATION Ck p JJ 1 g �j� NOT TO SCALE TAX LOT NUMBER 1S1W3%8 - 00300 4 N 7211531 E azo' J;\ ..1 \ Py Pµ1• QP, \ SITE ADDRESS: \ 10785 SW CASCADE - TIOR 97223ME \ ASMIN WASHINGTON COUNTY 1 \ Trice `?'1 ME STE LOCATION r "— ' � } TOTAL LOT AREA 90.066 S0. FT. t 2.07 ACRES 3 Nov" PORTLAND GENERAL ELECTRIC COMPANYrfJM1► 3m; P•n - PROJECT AREA: LEASE AREA 12501 Sq.Ft. REVISIONS: APPD. t POREw CANET Y nA T - \ HORIZONTAL LREFERENCDE DATUM: = NAD 83 HORIZONTAL ANTENNA POSITION: \ --LI neer LA71TUDE: 45'26'47.50"N DROP I ._••a s`r.rr�e. LONTICAJ. 122'47DATUM:W d VERTCAL REFERNCE DAVM: / - I NAVO 88 GROUND ELEVATION A7 m * ♦ / %"'•. PAMu - ,y,.,p c.wx BASE OF EXISTING TOWER: 181.43 FEET \ ♦ E�cf..' t -- r I ,.._. HIGHEST ELEVATION OF TRANSMISSION — a 4 STRUCTURE' 300.5 FEET ri.1 I I UGMTNING ROD: 305.5 FEET S q 7 70P OFT OWER STRUCTURE 298.3 FEET L.!. - 5 \_ _ o `.... ♦ _ __ _.' _ (DERIVEDFROM GEOID 12A) DATE: MAY 21.2014 _ ,_ .•. -, ♦ --._ — a. DESIGN: FDA SURVEY REFERENCE DRAWN: ASI SITE LOCATA7M THIS PLAN DOES NOT REPRESENT A CHECKED: MST BOUNDARY SURVEY. SUBJECT AND ADJACENT REVISION I W BOARD TOP 1, PROPERTY LINES ARE DEPICTED USING FOUND REVISER: g CLEv 215719 `` 1 MONUMENTA71ON AND RECORD INFORMATION- - \ t�/ ' RECORD DATA USED WAS SURVEY NUMBER Y \ 11 SCALE:1 10' 10737, WASHINGTON COUNTY SURVEY "- RECORDS. PROJECT NUMBER: LINDERGROLIND UTILITY CAUTION ACOM0000-0001 UNDERGROUND UTILITIES EXISTING IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE 446.A2 INCOMPLETE. STATE LAW REQUIRES THAT THE DRAWING FILE: E CONTRACTOR CONTACT THE ONE-CALL UTILITY 003 ACOMOODI CR40.0• LOCATE SERVICE CONSTRUCTION HOURS BEFORE • _ SHEET N0. 1 SW332-2344 VICINITY MAP - o BILLBOARD TOP .f 0 2 NOT TG SCA ELEv 24538' LE - OF 1 nm DON I-LL- S wN1RnC—u„erY:RE,KL puENSgNS.ND K CONSIA TMI,SDr MIT ERRCWS OR L WSSpNe NO v.RiRNIS OR NODF1ORTgNe,OYRIPo( \ SNOW N SE4LL RE EAP/F ME NLED WITMOUi PRIOn WRITTEN PPROV/l 4l PRF Vrot15 ISSUES OF TH6 pRaWa1U/LRE ,\ `\ SVERSE DFD ev iNf L.iFSi HEV6CN ALL OR.wN3811NO \ SPEOiI M.iIUNe RE WIN THE PROPERTY OF.COM \ CORPORAIpN \ ADJACENT PROPERTY _ APN:R1262920 ZONING:MUC L\ / /� oRecaN 1 -p � "° '• \1 /_ \ r^ � WIN710NO1X O6�ON5 No. Dale Revision A 02/25/15 90%PZD REVIEW SET B 04/14/15 ISSUED FOR ZONING 0 \ ADJACENT PROPERTY APN:R2179984 \ U, 2 ZONING:MUC �0 3 ClienL. 1 ER��,N�%• X55 \ \ Verr&Mnwireless PRpP 1\ E)C\SS\NG N ate'• � S� �\\ \ ,/ "'• aLP. \ \ T \ ImplemeNation Team' J`,, / \ EXISTING 116' \ _ MONOPOLE . — \ •\ EXISTING 6'-0' "—w— •I F ` CROWN HIGH C.L.FENCE � i s \ cc CASTLE r EXISTING WIRELESS COMPOUND : 'p e •• �EW VZW b'-0- 1 VYiIDE MAN-CI4TE •� A it AAE Team. \ 1 \ 1 EXISTING UTILITY *� J E ` 55 i m SUBSTATION CONSULTING INC. G7 SUBJECT PROPERTY / Ilk TAX LOT:1 S135BB00300 //• \ p0; ZONING:MUC -/r� •\ Project Info: m\•• //. p� CASCCADE \ 10185 SW CASCADE m 1 / TIGARD,OR 97223 ' I PROPER Drawing Title PROPOSED SITE PLAN /* `\ Project NLanben Dale. ADJACENT PROPERTY �\ 04/14/15 APN:R0273162 Draftee De.g— ZONING:MEU-2 �\ RM RM Project Marlegen Profeesianal of Record: AM JS '\ \ Revision No: S11ee1 No. B A-0 27-x34-SCALE.1-=30'-0' 11'c 17rSCALE 1—6)'-17 30' 15 0- 30 PROPOSED SITE PLAN 1 DO NOT SCALE DrawINos CONTRACTOR wST WE ALL DIMENSIONS ANO AD—E CONSULTANTS OF ANY ERRORS OA TOw IONS OR MDDIECATY SNOWN SHA aiARATLE HEATED.—T—WKITTEN APPROVAL D PNE MOUS IT=fv'O'T DMWrVGAf1E SUPERSEDED BY THE LATEST REVISYYM ALL DEGWM35 AMD i SPECIE ICATgNS RF WIN THE PROPERtt OF ACOM CORPORATgH EXISTING 6-0" HIGH C.L.FENCE fRi� 25'-0"Al d teassPe EXISTING FENCED COMPOUND EXISTING i MAN-GATE �'» H. !> iBPPmalE OW=15 I � 1 No. Dale Revisiorr EXISTING CARRIER + �/ A 02125115 90%PZD REVIEW SET UTILITY H-FRAME B 04/14/15 ISSUED FOR ZONING 1 � / EXISTING CARRIER 1 II EQUIPMENT/LEASE AREA 2 EXISTING CARRIER 1 - EQUIPMENT I n EXISTING CROWN _ CASTLE 116' 1 12 EXISTING CARRIER MONOPOLE PROPOSED VERIZON WIRELESS CSern: ICE BRIDGE � EXISTING CARRIER Il EQUIPMENT CONCRPETEE EQUIP 1 NEW CONC NEW CONC PAD PAD verf&Mnwireless Z I EXISTING CARRIER - 0 NEW VZW 24"ICE BRIDGE I I I EQUIPMENT N a @ 10'-0-AFG Implemer[at Team. W PROPOSED - ,�z EXISTING 6'-0' \� BATTED - a I HIGH C.L.FENCE \ CABINET CROWN i EXISTING 1 V - ' \ CASTLE PROPOSED r CONCRETE SLAB 4'-0" 4'-0" 4'-2"t 4'-0" I io cc \ RF x TO BE REMOVED I EXISTING UTILITY \ CABINET LU 1 H-FRAME LU I NEW VZW GROUND MOUNTED RAYCAP SURGE a o w e PROPOSED POWE Lu m l 1 SUPPRESSION MOUNTED TO UNISTRUT(TYP OF 4) A-4 S�S w \\ CABINET o 1 \Lu z \ I N a>W Q ABETeam: N� 1 \ I \\ I NEW VZW ATS an40 \\ - //• rn w 1 1 .Yx Y., I \ I p J PROPOSED w >v \ EXISTING 200A >p " \\ RF oLLI N w p 1 POWER METER \\ CABINET Encs % E Z NEW VZW SAFETY p plu ,,, f,,;. - __ ___ - - o CONSULTING INC. N C 1 cc- ;" I CAB - - . Lu K 1 i > NEW VZW FIBER wl f a 1 I I CAB 'I F / 1 I Projw Info u) _ _ L FUTURE W \ FUTURE RF p — — — 5 / CABINET CABINET L• \ - a EXISTING UTILITY �, q POR 0 I H-FRAME CASCADE a NEWVZWEQUIPMENT _=-T �`�.��-.- - --_.-� 10155 SW CASCADE § l NEW VZW CABINETS-TYP. tl��\�\ --- �--- TIGARD,OR 97223 c 1 GENERATOR NEW EXISTING CONC.PAD TO 8'-0' NEW VZW GPS \ BE REMOVEDtj PROVIDE PLACARD ON DIESEL TANK PER D aw ng Title:ANTENNA i NFPA 704(HEALTH-1,FLAMABILITY=2, INSTABIUTY=0)VERIFY NTH MSDS 2'-0" 6'-0" PROVIDED BY VERIZON WIRELESS PROPOSED i NEW 4'-0" COMPOUND PLAN WIDE MA 20'-0" I WIDE MAN-GATE o PROPOSED VERIZON YNRELESS SINGLE PROPOSED VERIZON WIRELESS LEASE AREA < SIDED 3OLW EMERGENCY BACKUP DIESEL GENERATOR-AND DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED project Number Dale EXISTING 6'-0" : SUB-BASE DOUBLE WALLED 210 GALLON DIESEL TANK-REFER TO MANUFACTURER'S 04/14/15 HIGH C.L.FENCE - SPECS FOR INSTALLATION INSTRUCTIONS. Drafter Designer: SEE NOTES ON THIS SHEET RM RM EQUIPMENT LAYOUT PLAN ProjectManager Professional ofRemrd: AM JS Revision No Sheet No. B A-1 2234-SCALE „s.,TSCALE ,54 3 4. PROPOSED COMPOUND PLAN 1 WNOTACMED M WNI CTORMUSTVERIFYN.L DNrtN61DNA AND ADVISE WNSUL TxN lb OF qNY ERRORb Oq OM1651DNE.110 VARN1bN5 oA MDpiCATbN3l0 wORx allowM dWl BE YPIf MFNTfDwITM[%Il Wbq wgnTFN APPROVAL.Nl PRC VgUb IAAUEb M 1116 CRAW x1(a ARE SDIl RAFDED BY INF rAl EAl gFV6pN.N L UNww03 AF4) SPECFIG1tWb REMAN 1HE PROPERTY OF ACOM W WYIgAIbN NOTE: NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER/ANTENNA ,,gyp MOUNT ANALYSIS PROVIDED BY CROWN ,�{� f CASTLE.THE CONTRACTOR SHALL REVIEW � ENGINEER\Q, THE APPROVED CROWN CASTLE TOWER STRUCTURAL ANALYSIS AND MODIFY,IF f6355PE J REOLARED,ANY APPLICABLE TOWER MEMBERS OR APPURTENANCE PRIOR TO INSTALLATION OF ANTENNAS AND COAX �;'wo CABLES(REFER TO TOWER UPGRADE TOP OF LIGHTNINGROODESIGN BYB.T GROUP DATED 04IM15 FOR124-0.AGL0TOWER MODIFICATION DETAILS _ TOP OF LIG 1224'-0-A«� BPW11RNM1E 0mO.M5 Fl TOP OF EXISTING MONOPO. LE_7y '� TOP OF EXISTING MONOPOi.E 116'-0'AGL 116-0"AGL EXISTING CARRIER -�li� STING CARRIER N. Dale Revisbn ANTENNAARRAY ANTENNA ARRAY (CRICKET) (CRICKET) A 02I25115 90%PZD REVIEW SET B 04/14115 ISSUED FOR ZONING 0 EXISTING CARRIER _ STING CARRIER ANTENNA ARRAY ANTENNAARRAY - - (T-MOBILE) (T-MOBILE) All I 2 . EXISTING CARRIER STING CARRIER 3 ANTENNAARRAY ANTENNA ARRAY i (CLEAR WIRE) (CLEAR WIRE) CPROPOSED VERIZON WIRELESS ` RAYCAP SPLITTERISURGE SUPPRESSOR MOUNTED TO MONOPOLE (TYP OF 4) PROPOSED VERIZON WIRELESS RRU/RRUA2 UNITS TOP OF PROPOSED VERIZON MOUNTED TO PROPOSED ANTENNA MOUNT(TYP WIRELESS PANEL ANTENNAS OF 16•12 PROPOSED;4 FUTURE) 79'-1'AGL TOP OF PROPOSED VERIZON WIRELESS PANEL ANTENNAS 7T-t'AGL verlLnwireless �1Dlenlent,at cn il„im FUTURE VERIZON WIRELESS RRUIRRUA2 UNIT(TYP OF 4,1 PER SECTOR 49 7ooMHz) PROPOSED VEftlZON N7RELESS PROPOSED VERIZON WIRELESS CROWN ANTENNA MOUNT(WI HANDRAILS) PANEL ANTENNA(TYP OF 16.4 PER SECTOR) , CASTLE 4&E Te -EXISTING CROWN EXISTING CROWN CASTLE 116-P CASTLE 116-0' MONOPOLE MONOPOLE CONSULTING INC. PROPOSED VERIZON WIRELESS Project IMoa. HYBRID CABLES MOUNTED ON PROPOSED VERIZON WIRELESS CONCRETE EXTERIOR OF POLE W/COAX POR PAD MOUNTED EQUIPMENT CABINETS(TYP OF 6)(BEHIND EXISTING FENCE) HANGERSH STAINLESS STEEL BANDS CASCADE (TYP OF 4 HYBRID ONES) 70185 SW CASCADE _ PROPOSED' EPoZON TIGARD,OR 97223 WIRELESS ICE BRIDGE WITH(4)HYBRID CABLES \\ [".mixt l nus pp PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS �-EXISTING CARRIER EXISTING Ol SINGLE SIDED 30kW EMERGENCY GPS ANTENNA MOUNTED TO / EQUIPMENT BEHIND EXISTING CARRIER BACKUP DIESEL GENERATOR \ PROPOSED ICE-BRIDGE LEG FENCE PROPOSED EOUIPMENT BEHIND FENCE EXISTING 6'-0'CHAIN LINK-� EXISTING 6-0'CHAIN LINK-� A ELEVATIONS FENCE Wf BARBED WIRE — — FENCE W1 BARBED WIRE 1 Projn l Numl— Dm' 04/14M5 EXISTING GRADE EXISTING GRADE Drafts Designer. AGL 0'-0'AGL RM RM Project Managar. Professional of Reoord. AM JS Revi No Sheet No B A-2 22'x34'SCALE:1/6'=1'-P tt'xtT SCALE:1/16'=1'-0' 8 6 4 2' 0 F EXISTING ELEVATION 2 22-x„-SCALE�3+86'=1'-V ®. PROPOSED ELEVATION 1 ' ' ` 00 NOT SOLE DRAW WGB.CONTRACTOR YIISTVERFY N 1. OIMENBIONC AND ADV 6E CONE__._ANY ERRORS ON OMISS"NS NO VARNTIONS OR MOOFICA-TO WORK SHOWN SHALL BE-NIENTED WITHOUT PRpR WRITTEN DIPLEXER NOTE: APPROVAL.Al PRE VIOUS ISSUES or DRAW INc ME 1. (6)NEW DIPLEXERS MOUNTED AT SUPERSEDED MIS BY THE LATEST REVSIDN.ALL-S REFER TO DETAIL-A ANTENNAS(DIPLXER 11CCOP 505-11h) SPECFICATIONS REIMIN THF PROPERTY OE ACOM PANEL 2. CONTRACTOR TO VERIFY WITH CORPORATgN. ANTENNAS MANUFACTURER SPECS FOR MOUNTING DETAILS p(�m..��.n Yt7 1LG LN,•E Yp/p DiPLEXER DETAIL IS SHOWN AS A 3 BRACKLT ETS REFERENCE AND IS SUBJECT TO CHANGE EtB355PE 5� • . tr • • SECTOR FRAME H • ANTENNA MOUNT DIPLEXER MOUNTING WINIIIIIGLIE 06rJW15 PLATE T • � Nc Date Revision LI-BOLT DFTAII-A CONNECTION TO A 0225/15 90%PZD REVIEW SET ANTENNA MOUNT DIPLEXER T1W SHIRdLKE-1 B 04/14115 ISSUED FOR ZONING 0 1 22'AiSP SCALE:NOT TO SCALE DIPLEXER DETAIL 3 2 11Y1T SCAM:NOT TO SCALE ' O3 ANTENNA ANTENNA MOUNTING PIPE MOUNTING PIPE CINNt 2 O � MECHANICAL DOWNTILT KIT BY-------- MECHANICAL DOWNIILT KIT BY ANTENNA MANUFACTURER - ANTENNA MANUFACTURER 8 - veriZonwireless • • � ANTENNA MOUNT BRACKETS BY Implemedat-Team. • ANTENNA MANUFACTURER ANTENNA MOUNT BRACKETS BY 6 ANTENNA MANUFACTURER CROWN a�T�6N OIE$[2idS-.lCfTf PANEL ANTENNA PANEL ANTENNA CC CASTLE A&E Team. NOTE INSTALL PER MANUFACTURER ANTENNA INSTRUCTIONS MOUNTING PIPE PARTS: TYPIfJI TOP VIFW ITEM DESCRIPTION ANTENNA MOUNT BRACKETS BY LINKAGE ARM,INNER ANTENNA MANUFACTURER CONSULTING INC. 2 BRACKET,ANTI-ROT,TOP D� D DIM 3 I �I II PANEL ANTENNA 3 STRAP,POLE MOUNT I'rW ect Info: 4 1 LINKAGE.6 MEGH DEG,OUTER OTY DIM 1 DIM 2 DIM 3 POR g BRACKET TOP MOUNT,CELLULAR PANEL SECTOR ALPHA CASCADE ANTENNA 1 2 51.4' 16.0" 3.T 10185 SW CASCADE 6 BRACKET BOTTOM MOUNT,CELLULAR PANEL ANTENNA 2 2 98.5' 18.6' 9.1" TIGARD,OR 97223 BRACKET,SLIDER,6 DEG TILT $ SECTOR BETA BOLT HEX,HD � � � IIr:�Wir KITnIE 0 0 ANTENNA 1 2 51.4' 16.0- 3.T 9 NUT,PLAIN HEX ANTENNA 2 2 98.5" 18.8' 9.1" BOLT,HEX HD CONSTRUCTION fFLAT WASHER SECTOR GAMMA DETAILS • - — ANTENNA 1 2 51.4" 16.0' 3.7" �. SPLIT WASHER ANTENNA 2 2 98.5' 18.6 9.1' PIPE Project Number Date: SECTOR DELTA 04/14/15 FRONT RACK SIDF– ANTENNA 1 2 51.4' 16.0' 3.7" Drafter: Design/. DIM2 ANTENNA2 2 98.5 18.6 B.1' RM RM •I "I Project Manager Professional of Record. AM JS Revrs No: Sheet No: T� B A-3 22'x34 SCALE:NOT TO SCALEMECHANICAL TILT MOUNTING DETAIL 2 12,rsDCALEAiE:�NOT NNo To SCALEANTENNA MOUNTING DETAIL 1 11 X11 SCALE:NOT To SCALE SCALE - — DO NOT SCAIDRAWINGS CON1RAClOR WSt VENiv ALL DAWN LONS AND ADV 4E CON—TAMS OF NAY ENRORE CM O41S—S RUDOEiC MTIONSOE*TOWOfSc PARTS LIST 82740 N°wN" LL RE"PLE,�N�°w" APPROVAL Alt PREVgUS.<SUES Of TH6 OMwwG ARF. MARK DESCRIPTION OTY SUPERSEDE°BY THE LATE ST RI ALL DNAI SAAR sPEcagATgNs REwIEI THE PROPERTv of AOOY 107689 CLIP ANGLE 4 GO1PpRi`T1ON- 108129 BACKING PLATE 4 5 97613 BACKING PLATE 4 TYP.16 PLACES 107642 MOUNTING PLATE 4 -G 107639 PLATE 8 1De11e 107671 PLATE 8 uet TYP , 2 3/ OD. 9� EMe I ft[r� 107672 GRATING 2 �, 107673 GRATING 2 107638 ANGLE.14 4' 4 .. 107643 ANGLE.9.2 4 107670 ANGLE.61' L 107640 PLATFORM ARM 9.4' 4 t0a119 MO1111TMD PIPES ARE NOT 171E0ON E L S PART of KIT THEY Y nusr H A R D W A R I T BE ORDERED SEPARATELY. Yt_ Jr SYM OTY DESCRIPTION E10Mi1011Mf OB/30M5 B10 16 5/60 X 2 V2 A325 BOLT.NUT.8 L.W- FW 48 3/80FLATWASHER J7 104 5/80 X 1 3/4 G5 BOLT,NUT.8 L J32 24 5/80 X 8 G5 BOLT.NUT,&L.W. P7 48 3/80 X 1 314 SOCKET HEAD BOLT,NUT. a AND LOCKWASHER ELEVATION REFER W IPM q]639/ No. Date Revbbn U81 32 1/2 X 2 1/2 X 4 U-BOLT,F W.,L 8 NUT 1/2--T-0' REFERENCE FORDRAM-U*[-107637 2 48 GRATING CLIP 182][0 PLATFORM-1G'$EPARATON) A 02125/15 90%PZO REVIEW SET TOTAL WT.' 2750tt B 04/14115 ISSUED FOR ZONING 0 1 2 3 SEE GRATING CONN.DETAIL Z TYP. 1D76L3 P7 107672 P7 Z FW GRATING GRATING 107638 ig TYP. FM J7TYP a PLACES 107642 GRATING CONN. DETAIL�,�0verrLonwireless 106129 J32 SECTION A—A ImplemPl2alan Team. V T-0• TYPICAL 107643 DETAIL 'Y• Y-1'-0' TYPICAL J7 107689 --- CC CROWN 10'640 CASTLE 107689 97613 J32 107638 107640 SEE DETAIL r SECTION B—B I' T-O• TYPICAL AEE Team: SHOWN WITHOUT GRATING FOR CLARITY 107638 i NOTES: ® �q� 107642 0 0 CONSULTING INC. 107672 107670 �Y' 1. PLATFORM WILL SUPPORT2-5 GRATING 107643 14 J7 TYP. ANTENNAS 0 td'MAX SEPARATION ' PER FACE.U-BOLTS ARE PROVIDED v�/ 107643 `�`� Ptojxl Info: FOR 4 ANTENNAS PER FACE SEE DETAIL POR 2. 2 3180 MOUNTING PIPES AND CASCADE OUAD-BRACKETS ARE NOT PART OF BIO 107639 10185 SW CASCADE THE KIT THEY MUST BE ORDERED TIGARD,OR 97223 SEPARATELY. DETAIL "Z. 1-- 1'-0• TYPICAL D)emng Title: —_ ANTENNA OUTSIDE HANDRAIL LAYOUT: . . . . B-108120 MOUNT QA INSIDE HANDRAIL LAYOUT B-119810 DETAILS z, ---------------- Project Number Date: NOTE: -- — PROVIDE ROTATABLE HUB AND SUPPORT 04/14/15 COLLAR TO SUPPORT ANTENNA PLATFORM. Drafter. Deagrrer. 2- LIBt 107673 TYP GRATING 1-SPACING PRIORI O CONSTRUCTION SPECIFICATIONS WITH VALMONT RM MRM � roj nager Prof—ional of Record: PLAN VIEW AM JS 3/8•-r-0- Revisgn Nit: Sbeef No: B A-3.1 11'x17'n17 SCALENOT TO SCALE SCALE:NOT TO SCALE ANTENNA MOUNTING DETAIL (WITH HANDRAILS) 1 11 : CONCRETE: REINFORCING STEEL: Do«01 SCAEL DRAwwcs ca«TawcTaa wsT vraF.K� 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, " BUILDING CODE 1. REINFORCING BARS: ASTM A625, GRADE 60, DEFORMED BARS. NOTEUTNE«SxA+4 A«DAWbE CON50.TANT6WANY ERRORS OR - Issx«s.a vARwtq«s OR uopECATDK�To wwlx REQUIREMENTS FOR REINFORCED CONCRETE "AND TO THE PROJECT ---Ai I eE a FIW NT1 D Wl N l RRxxx WRITTEN SPECIFICATIONS. 2. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. ALL ANTENNA AND COAX ANTENNA OVAL AI.L RKYgpS ISsuEsw T«rs oruwnc ARe VERTICAL PLACEMENT TOLERANCE TO BE 3/8 INCH. GPS ANTENNAS CABLE TO BE FURNISHED BY 31/2"0 SCH 40 HOT DIPPED _CIC Eao BY 7'«E l41ESl Rtv 0:1.ALL I-W-Ar4J VERZION WIRELESS AND Ecax:ATroNs RE wTN rNE PROT+E OE Accu 2- UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL DEVELOP A MINIMUM SUPPLIED BY GALVANIZED PIPE coRwRATOIn COMPRESSIVE STRENGTH OF 4000 PSI IN U.O.N. 3. REINFORCING STEEL TO BE DETAILED, FABRICATED, BENT AND PLACED VERIZON WIRELESS INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND 3. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF ACI 315. VERIFY MOUNTING HEIGHT Wl CONCRETE IN ACCORDANCE WITH ACI 211, " PROPORTIONING CONCRETE PLAN VERIZON WIRELESS CM MIXTURES ", AND ACI 301, " SPECIFICATIONS FOR STRUCTURAL CONCRETE. 4. SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT `f OF ALL CONCRETE AND MASONRY REINFORCING STEEL SHOW ALL GPS ANTENNA SUPPLIED BY GRADE `'� 4µ0INepR�n 4. READY-MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED. WALLS AND BEAMS IN FULL ELEVATION. VERIZON WIRELESS(ATTACH PER MANUFACTURERS "I 18355PE � 5. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP 5. THE CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH RECOMMENDATIONS ICE BRIDGE PIPE LEG /,\ /\\/ 4.-f i n• \\X,\ ALL ACCESSORIES, BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED 1-t/4'STD PIPE-�_ �i L p3EGON / HEIGHT AS REQUIRED I 4y 4d 6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. OTHERWISE- 7. DO NOT USE CHLORIDE-CONTAINING ADMIXTURES. 6. WHERE INDICATED, REINFORCING BARS SHALL BE WELDED IN ANTENNA MOUNT -MULTIPORPOSE I ° 18'0 CONCRETE BASE ACCORDANCE WITH AWS D1.4 "STRUCTURAL WELDING CODE - ADJUSTABLE CLAMP JIDMIODAM 06M15 B. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. REINFORCING STEEL'. a , °I I 9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR 7. IN REINFORCED MASONRY WALLS, COLUMNS AND BEAMS, REINFORCING I" CONCRETE COVER: SHALL BE HELD IN PLACE WITH "DUR-O-WALL" REBAR POSITIONERS, COAX CABLE COVER, OR APPROVED EQUAL, PRIOR TO GROUTING. 'I N. Dale ReWsron CONCRETE CAST AGAINST NST AND 8. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, PERMANENTLY EXPOSED TO EARTH 3 PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO t I- r- A 02125115 909x,PZD REVIEW SET ' CONCRETE EXPOSED TO EARTH OR PRINCIPAL REINFORCEMENT. ELEVATION WEATHER: LAP SPLICES: 18" B 04/14115 ISSUED FOR ZONING #6 THROUGH x'18 BARS 2 /5 BAR OR SMALLER 1 1/2 a) SUBMIT PROPOSED LOCATION5 OF LAP SPLICES FOR APPROVAL 0 CONCRETE NOT EXPOSED TO WEATHER b) CONCRETE: PROVIDE CLASS B TENSION LAP SPICES U.N.O. 1 -OR S CONTACT WITH GROUND: 2Px31'SCALE.NOT TO SCALE GPS ANTENNA 5 22-x3r SCALE:NOT T°SCALE CONCRETE DETAIL 4 2 SLABS AND WALLS U.N.O.MASONRY: LAP SAUCE BARS A MINIMUM OF 40 BAR DIAMETERS 11-x17'SCALE.NOT TO SCALE 11-x17'SCALE:NOT TO SCALE `14 AND 118 BARS 1 1/2 U. /11 BAR AND SMALLER 1 3 d) WELDED WIRE MESH - MINIMUM LAP 8 INCHES, MEASURED COLUMNS BETWEEN OUTERMOST CROSS-WIRES OF EACH SHEET. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1/2 10.ENSURE THAT A MINIMUM OF 2 - /5 BARS ARE PROVIDED CONTINUOUSLY AT ALL SLAB EDGES BY ADJUSTING BAR LENGTHS OR cl,rnl 10.UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES PROVIDING ADDITIONAL TOP/BOTTOM EDGE BARS AS REQUIRED. FOR ALL REINFORCED CONCRETE SLABS. 11.PROVIDE 1 - #5 NOSING BAR FOR ALL SILLS, LEDGES, CURBS, PADS AND STEPS UNLESS OTHERWISE INDICATED. 11.PROVIDE CHAMFERS, REVEALS, REGLETS, RECESSES AND THE LIKE AS SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. FOUNDATIONS: 12.NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER 1. SHELTER: ALLOWABLE BEARING PRESSURE USED IN DESIGN 2000 PSF. THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL 2. ABOVE PARAMETERS ARE ASSUMED. ALL FOUNDATION CRITERIA SHALL BE VERIFIED verlZOnwireress OF THE STRUCTURAL ENGINEER. BY SOIL ENGINEER IN WRITING TO ACOM CONSULTING PRIOR TO FABRICATION 13.PROVIDE CAST-IN-PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONS AND CONSTRUCTION. OGMpy` INCLUDING BUT NOT LIMITED TO: EQUIPMENT BASES, HOUSEKEEPING PADS, DESIGN DATA: 2010 OREGON STRUCTURAL SPECIALTY CODE $-O �mplemernallon Team. CURBS. PITS, UNDERGROUND DUCTBANKS. WIND SPEED: 80 MPH 14.AL FORMWORK OFFSET TOLERANCES PER ACI 117 TO BE CLASS A (3 SEC. GUST) =„ � ( ) EXPOSURE: B 15.FLOOR SLAB TOLERANCE TO ASTM E1155: SPECIFIED FACTOR= 1.00 OF OVERALL MINIMUM VALUE - OF FLATNESS Fr=25 WITH LOCAL MINIMUM Fr=17, AND MINIMUM VALUE OF 3112'0 SCH 40 HOT DIPPED CROWN LEVELNESS FL=20 WITH LOCAL MINIMUM FL=15. MEASURE FL AND Fr WITHIN 72 GALVANIZED PIPE FOR ICE BRIDGE {- Cc CASTLE HOURS OF SLAB CONSTRUCTION, SUPPORT WITH END CAP "h 16. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDGE, UNLESS OTHERWISE NOTED. ;�"�- -HOT DIPPED GALVANIZED STEEL GRATING 17. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR ` _ FROM EOUIPMENT TO TOWER DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. 18. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR •� AAE Team. DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL ELECTRICAL OPENINGS AND 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 DISTRIBUTION FOR ALL UTILITIES. 22'x34'SCALE:NOT TOSCALE CONCRETE AND REINFORCING NOTES 3 11'xtT SCALE:NOT TO SCA CONSULTING INC. AS REQUIRED Z Project IMo. -RAYCAP SURGE o POR SUPPRESSORS(TYP OF 4) CASCADE 10185 SW CASCADE TIGARD,OR 97223 GALV 1 f-.1}'12 GA UNI STRUT D.-,g TBI. ANCHORED TO ICE BRIDGE POSTS(6' PIPE STRAPS USED ON ALL UNISTRUT TO a] PIE MOUNTINGS) ICE BRIDGE SUPPORT CONSTRUCTION PIPE FOINDATION `J 3j'GALV ICE BRIDGE POSTS ' - DETAILS W1 END CAPS(TVP) I I Project Number Date' It I I 04/14/15 \� T/wIl- �\ \-'�w 48'DEEP x 18• I Draper Desg- • i• i CONCRETE AUGER TYP RM RM • i L J Project Manager. Professional ot Record + -48'DEEEP x 18'CONCRETE _ f AUGER(TYP) AM JS R-..No'. Sheet N. 1 I B A-4 22'x34'SCALE:NOT TO SCA RAYCAP MOUNTING DETAILS 2 2-x-�s-LE.NoT TO-�E ICE BRIDGE DETAIL71 1t-x1T SCALE.NOT TO SCA ------- ---- ---- (b NOT SCALE fxiAw NTGe CON1RAClpq WBT VEkFY AEL MANUFACTURER:RAYGP MANUFACTURER ERICSSON owENsaNs ANo AnvaE coNsu TANTS or ANY ERnoRs oR MODEL:RCMDG331641F�8 / _. �-T MODEL:RRUS 12 sHowN-L BEARIA aI+rWITED ITH T bklwRMEEN HEIGHT:1'-T , HEIGHT:V-F AvrkovAE.Ali cNrvK�us issuEs or TkE owww.�G ARc WIDTH:l-C / - WIDTH 1'-' suKRSEOEO BYTHE IATE<Tkly iuE ORAwwos AND DEPTH:101 _ DEPTH:6 � —_S RE—THE amPERTv of— cogvoRATON WEIGHT:26.8 LBS(WITH MOUNT) WEIGHT:58 LBS COLOR:DARN GRAY _ ® COLOR:OFF-WHITE PLAN VIEW PLAN VIEW Qom' 1. PUN VIEW 1.3 3w' FAMILigN04>E 0&30115 No. Dale Revlson m A 02/25/15 90%PZD REVIEW SET B 04114/15 ISSUED FOR ZONING 0 2 10' 3 - FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEA SIDE VIEW Clem. 11'x1'SCALE NOTTD CASE RAYCAP SPLITTER DETAIL 6 ; xtTSCALE NOT TO SCALE --.31- NOT TO SCALE SCALE:NOT TO SCALE ERICSSON RRUS12A2 DETAIL 5 11-xi7'SCAE.NOT TO SCALE ERICSSON RRUS 12 DETAIL 4 MANUFACTURER ANDREWS \ MODELRBA72 60 0 0 0 0 00 HEIGHT 84' 32" MODELACT R �on FHnRI F S WIDTH:38" verlw;reless DEPTH:3ir HEIGHT:73' WEIGHT:4400 LBS(POWER CABINET:FULLY LOADED) _r WIDTH:32' 3800 LBS(BATTERY CABINET.FULLY LOADED) — -- DEPTH:32' COLOR:OFF-WHITE WEIGHT:807 LBS Implemernation Teem COLOR:OFF-WHTE •VERIFY PROPER VOLTAGE 0 0 - PRIOR TO ORDERING Cc CROWN CASTLE r 36' / PIAN VIEW PLAN VIEW A&E Team CONSULTING INC. 3 POR\ • Pmjca Info. \ CASCADE O 10185 SW CASCADE TIGARD,OR 87223 O Oo o EQUIPMENT O DETAILS O OProject Number. Dale. O O 04/14/15 . Drager Designer RM RM Project M—ger. Prdastional d Recao: AM JS Revision No Sheet No: FRONT VIEW SIDE VIEW FRONT VIFW SIDE VIEW B A-5_C 27x3/'SCALE:NOT TOSCALE ANDREWS RBA72 CABINET DETAIL 3 �rg�E NOT CHARLES ENCLOSURE DETAIL 1 LJ �••� J 11•x1'SCALE:NOT TO SCALE DO NOT SCALE DRAWINGS.CONTPACIOR AxI51 VFFIFY AIL DON NS*NS AND ADVISE CONSIA TANTS OF ANY ERRORS OR STUB UP 12'ABOVE SLAB OWSSgNS NO VAR.1—OR MOOICATgNa TO WORN MIN COORDINATE IN SND'^'NSHALLaFSFLENFNTEDW17—GTN tWRITIiN (MIN) APPROVAL.ALL PRE—US IS$—OF 1NS O—MO ARE FIELD 314'CHAMFER EDGE-TYP aDPFa3EOFD eV-C LATEST REvrs1ON.ALL ORAwNOs AND aPECIFroArroNa RE IAAIN TNF PROPERTY a ACOA? CORPORATgN. REINFORCED CONTRACTOR TO GRADE AND CONCRETE BLEND INTO EXISTING SITE SLAB GRADE Fes, ¢�' leassPE iomwoom DN3W15 MIN 4'OF#57 WASHED STONE VAPOR BARRIER UNDER SLAB, BED @ PERIMETER ON LANDSCAPE 6 MIL POLYVINYL WEED BARRIER No Date Revision CONDUIT SWEEP PREPARE SUBGRADE BY REMOVING A 02125/15 90%PZD REVIEW SET EXISTINGTOP SOIL AND COMPACTING EXISTING GRADETO 96%RELATIVE B 04/14/15 ISSUED FOR ZONING DENSITY USING CLEAN COMPACTED FILL MATERIAL AS REOU 0 34'SCALE.NOT TO SCALEQ 1 7tz1r SCALE:NOT TO SCALE NOT USED 6 �xtr SCALE'.NOTTOSCALE NOT USED 5 ��:NOT TO SCALE TYPICAL CONCRETE PAD SECTION 4 z - 3 NOTE: r-112'0 BOLT W/HILTI HIT-RE 500-M ADHESIVE VERIFY LOCATION OF GENERATOR (ICC ESR-2322)W/4 PER BOX FRAME. POWER STUB-LIPS WITH MANUFACTURER COORDINATE W/CABINET OR GENERATOR PRIOR TO CONCRETE POUR MANUFACTURER 3• 3 S 3* — z veriZonwireless 10'THK CONIC SLAB Wl 05 a,r OC a MID 51 SPAN °I S f f Incl>II„„n:,l�on tram. 1 1 I I I I Ei! I f „•TK CONC.SLAB Woc z OUTLINE OF GEN CROWN ROWN —10BASE FRAME LAYERS OF ° Of� (TOP a BOTTO&q / CASTLE O O fu•THK CONC.SLAB W12 I I I I f �I LAYERS OF#50,rOC I I I I (TOP a BOTTOM) I I I I NEW CONCRETE 1 1 f I I I I TOTAL OF(6)ANCHORS: SLAB ff A&ET— I I I ”, 8'0 HILTI HAS ANCHORS Ii L l I f _ WMIT-HY150 MAX EPDXY, I I ro 4 I I I I 5-518'EMBEDMENT INTO to0101 i f 'f'o' I I I CONCRETE I I I IA 1•CHAMFER EDGE /—I'CHAMFER EDGE I I I I f f ! TYP. TYP. 4 CONSULTING INC. A-6 f f I I PUN VIEW 4 101, NOTE: A 6 POR I I VERIZON WIRELESS EOUPMENT ' CASCADE I I I CABINETS TO BE MECHANICALLY 112.0 BOLT W/HILTI 14T-RE • f - f f 10185 SW CASCADE ATTACHED TO CONCRETE PAD 506SO ADHESIVE 0185TIGAS,OR 97223 1J 111r PER MANUFACTURER RECOMMENDATIONS (ICC£SR-2322)W/4 PER BOX FRAME.COORDINATE 12' 3'MIN TYP. W/CABINET OR GENERATOR / MANUFACTURER Drawing Tale. NEW CONCRETE SLAB 4'-0' 4'-0' 4'4' GALV.BOX FRAME FOUNDATION 3- -2- PART OF CABINET / OR GENERATOR DETAILS 3-1/2' 3-112' KF ProgW Number. Date F R 04/14/15 Drah- DesgrNx-. RM RM Pro7ec1 Manager PTDlessbnal Of Record AM JS Revision No: Sheal No: SECTION VIEW B A-6 �xir SCALE:OT TO SCALE CONC. GENERATOR PAD DETAIL 3 ,�txl Tsc�ALe;NNDoT To SCALE CAB ATTACHMENT DTL ?7yt rSCALE:iN':1'� 2 , p 2. CONCRETE PAD DETAIL 1 .M III NOTES: DIM DIM DIM - - -_--- - - -[w Hot xAl.t ORAwIHCS CUHTHACTOR Must vERFY AIt ---�K QTY DIM 1 DIM 2 DIM 3 PROPOSED ANTENNA AND COAX SCHEDULE 1. INSTALL ANTENNAS PER u..ews�o 1.,.o Anv�sr—T—.1�wr tlatows 1 1 MANUFACTURER SPECIFICATIONS SECTOR ALPHA NUMBER OF ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL oAtiB*.s.Aw vARIAroHs oa Eoor cAltonu To woRx 2. CONTRACTOR TO TORQUE ALL SECTOR ALPHA AZIMUTH TIPHEIGHT ANTENNAS VENDOR MODEL TILT TILT FEEUERS TYPE LENGTH EQUIPMENT SHOM'H 91NLLBE—EWNTEDw1111 f-oRWRRTEM MOUNTING OR TO PER WBX045T19X000-T02 2 51.4 16.0' 3.7" A�ROYAt.ALL I'11EVID11616Bt4:B W THIS I WIHB AR£ AWS 55" 79'-1' 1 MPHENOL WBX045T19x000-T02 2' 1' RRU/RRUA2 su,ERseuEO Br THE UTESTR[vsoN.Au oRAw Sg MANUFACTURER SPEFICATIONS X7C-FRO-840-V-04 2 98 5^ 18.8" 9 1^ aPECIr x:ATxJHS REAMIH t HE f1bPERTr of ACO4 700 55° 77'.1' 1 CSS X7C-FRO-840-V-04 4" 3" RRU/RRUA2 CORwRntqu I HYBRID TBD 7p0 55' 77'-1' 1 CSS X7C-FRO-866V1N d' 3' FUTURE PCS 55' 79.1' 1 AMPHENOL WBX045T19XDD0-T02 1' RRURRUA2 ZJNUMBEROF ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL SECTOR BETA SECTOR BETA AMUTH TIP ANTENNAS VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH EQUIPMENT IN F �yt �r vJ5X045T19X000003 2 51.4 16.0' 3.r AWS 145' 79'-1' 1 AMPHENOL WB%065719X000-703 3' 1' RRURRUA2 t8355PE _ O Oi n7Z-=RO-84D-V-00 2 98.5^ 18.6" 9.1^ 700 145° 77'-1' 1 CSS X7C-FRO-840 V-06 E' 2' RRURRUA2 1 HYBRID TBD 700 145' 77'-1' 1 CSS X7C-FRO-840-V-06 6' 2' FUTURE PCS 145' 79'-1' 1 AMPHENOL WBX045719X000-T03 Y 1' RRURRUA2 QREGON NUMB ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL p' SECTOR GAMMA AZIMUTH TIP HEIGHT ANTENNAS VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH EQUIPMENT Hf, .1P SECTOR GAMMA AWS 220' 79'-1' 1 AMPHENOL WBX045T19XOD6T03 3' D' RRURRUA2 E1PIN11pIp11E 0&30115 WBX045T19XD00-TD3 2 51.4 16.0 3.7" 700 220° 77'-1" 1 CSS X7C-FRO-840-V-02 2RRURRUA2 _ X7C-FRO-840.V-06 2 98.5• 18.8" 9.1" 700 220' 7T-1' 1 CSS X7C-FRO-844V-02 2• 2• 1 HYBRID TBD FUTURE PCS 220- 79'-1' 1 AMPHENOL W8X045T19X000-TD3 3' 0' RRURRUA2 FRONT BACK SIDE NUMBER OF ELEC MECH NUMBEROF FEEDER FEEDER ADDITIONAL SECTOR DELTA AZIMUTH TIP ANTENNAS VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH EQUIPMENT No. Dale Revision ZI DIM 2 AWS 305' 79'-1' 1 AMPHENOL WBX045T19XD00-T03 3' 1' RRURRUA2 A 02/25115 90%PZD REVIEW SET 700 305' 77'-1' 1 CSS X7C-FRO-84 V-04 4' X RRURRUA2 f 1 HYBRID TBD 0 700 305' 77'-1' 1 CSS X7C-FRO-640.V-04 4' 3' FUTURE B 06114115 ISSUED FOR ZONING TDP PCS 305' 1 79'-1' 1 A PHENOLI WBX045T19X00DT03 IRRU/RRUA2 0 1 - 22'x34'SCALE:NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 4 2 - 11'x17'SCALE:NOT TO SCALE PROPOSED VERIZON WIRELESS AWS PANEL ANTENNA MOUNTED 3 10 PROPOSED ANTENNA MOUNT 2-112"0 GALVANIZED SCHEDULE 40 -2-112'0 GALVANIZED PROPOSED VERIZON WIRELESS 4 PIPE x96 ✓ SCHEDULE 40 PIPE x 96 PCS PANEL ANTENNA MOUNTED TO PROPOSED ANT CNN4 MOUNT �`� Cliern ti P MECHANICAL DOWN TILT KIT DELT �Q�P PROPOSED VERIZON WIRELESS BY ANTENNA MANUFACTURER �� MECHANICAL DOWN TILT KIT AAZg4U7-,V /4 S, P PROPOSED 700 PANEL ANTENNA D 10 BY ANTENNA MANUFACTURER 3OS" - D_. D' PROPOSED VERIZON WIRELESS - Very70 700 PANEL ANTENNA MOUNTED TO PROPOSED VERIZON WIRELESS wireless PROPOSED PROPOSED ANTENNA MOUNT ANTENNA MOUNT ANTENNA MOUNT BRACKETS ///��ANTENNA MOUNT BRACKETS E7 D ^ D PROPOSED VERIZON WIRELESS Imolememallon Team: BY ANTENNA MANUFACTURER / BY ANTENNA MANUFACTURER PROPOSED VERIZON WIRELESS-�\ .;L. -� PCS PANEL ANTENNA MOUNTED / RAYCAP SPLITTER/SURGE 'rf O' TO PROPOSED ANTENNA MOUNT SUPPRESSOR MOUNTED TO / TOWER(TYP OF 4) PANEL ANTENNA =/ PANEL ANTENNA CROWN PROPOSED VERIZON WIRELESS-\ +D CASTLE AWS PANEL ANTENNA MOUNTED 2.1/YO GALVANIZED SCHEDULE 40 -�� , TO PROPOSED ANTENNA MOUNT EXISTING 116'-0- PIPE x 96 MONOPOLE _ r ANTENNA MOUNT BRACKETS - TDP VIEW •��/f A&E Team'. BY ANTENNA MANUFACTURER - ) 22'x34"SCALENOT TSCALE PANEL ANTENNA � �`O a �L PROPOSED VERIZON WIRELESS �. ®tD AWS PANEL ANTENNA MOUNTED t1'x1T SCALE:NOT TOO SCALE ��3 TO PROPOSED ANTENNA MOUNT : PROPOSED ANTENNA DIMENSIONS > PROPOSED VERIZON WIRELESS �• _. " µ'D �J eFlq CON SULTING I N C. PCS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT h ,\.i:.�~ �� '� �r 7 GTti Into PROPOSED VERIZON WIRELESS POR 700 PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT CASCADE 10185 SW CASCADE \\ TIGARD,OR 97223 PROPOSED VERIZON WIRELESS 700 PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT \ -�PROPOSED VERIZON WIRELESS RRURRUA2 Drawing T1E- UNITS MOUNTED TO PROPOSED MOUNT(TYR PROPOSED 7* OF 16-12 PROPOSED:4 FUTURE @ 700MHz) PROPOSED VERIZON WIRELESS ANTENNA PCS PANEL ANTENNA MOUNTED CONFIGURATION PROPOSED VERIZON WIRELESS- TO PROPOSED ANTENNA MOUNT AWS PANEL ANTENNA MOUNTED 10 PROPOSED ANTENNA MOUNT Protect Number. Date. 04/14,115 Drafter: Desgnter. N RM RM Pno,t Manager Professional of R-,d AM JS Revisal No Sheet No'. B RF-1 11'x17'SCALE:NOT TOs ALE NOT USED 2 22'1-'1SCALE;4--;�T 2r"',�—' 2 PROPOSED ANTENNA CONFIGURATION 1 be painted pursuant to the FAA's requirements; Not applicable—Verizon is proposing to collocate on an existing tower. ii. If collocation on an existing tower is requested, the design of any antenna(s), accessory structures or equipment shall, to the extent possible, use materials, colors and textures that will match the existing tower or non-tower structure to which the equipment of the collocating provider is being attached; Verizon is proposing to collocate on an existing tower. The proposed wireless antennas and equipment will be painted to match the color of the existing antennas and tower, thereby reducing the visual impact of the structures. iii. If collocation on an existing non-tower structure is requested, the antenna(s) and supporting electrical and mechanical equipment shall be a neutral color that is the same as the color as the supporting structure so as to make the antenna(s) and related equipment as visually unobtrusive as possible. Not applicable- Verizon is proposing to collocate on an existing tower. b. Setbacks. i. Towers designed to collapse within themselves shall be set back in accordance with the setbacks contained in the base zone; Not applicable—Collocation on existing tower and the tower owner(Crown Castle)has already addressed this criterion in their original site permitting approvals. ii. Towers not designed to collapse within themselves shall be set back from the property line by a distance equal to the height of the tower. Not applicable—Collocation on existing tower and the tower owner(Crown Castle)has already addressed this criterion in their original site permitting approvals. c. Tower spacing. No new tower shall be allowed within 500 feet of an existing tower. If, having completed the collocation protocol outlined in Section 18.798.080 without success, the provider will be required to build a tower less than 500 feet from an existing tower, it will be required to obtain a Type I adjustment governed by 18.370.020.C.8.b. Not applicable—Collocation on existing tower and the tower owner(Crown Castle)has already addressed this criterion in their original site permitting approvals. d. Tower height. No tower shall exceed 100 feet for a single user or 125 feet for multiple users. Not applicable-No changes impacting the tower height, FAA filing, or other listed items are proposed as part of this application. e. Lighting. No lighting shall be permitted on a tower except as required by the FAA. Not applicable-No changes impacting the tower height, FAA filing, or other listed items are proposed as part of this application. 2 f. Fencing and security. For security purposes, towers and ancillary facilities shall be enclosed by a minimum six-foot fence. Not applicable. Verizon Wireless is proposing to modify within an existing permitted wireless communication facility. g. Landscaping and screening. i. Landscaping shall be placed outside the fence and shall consist of evergreen shrubs which reach six feet in height and 95%opacity within three years of planting; Not applicable. Verizon Wireless is proposing to modify within an existing permitted wireless communication facility. ii. When adjacent to or within residentially-zoned property,freestanding towers and accessory equipment facilities shall be screened by the planting of a minimum of four evergreen trees at least 15 feet in height at the time of planting. The planting of said trees shall be prescribed in number by a plan prepared by a certified arborist in locations that (i) most effectively screen the wireless facilities from residential uses and (ii) promote the future survival of the trees while limiting adverse effects of the trees on abutting properties. Existing evergreen trees at least 15 feet in height may be used to meet the screening requirement of this section if the arborist demonstrates that they provide screening for abutting residential uses. Not applicable. Verizon Wireless is proposing to modify within an existing permitted wireless communication facility. h. Noise. Noise-generating equipment shall be sound-buffered by means of baffling, barriers or other suitable means to reduce the sound level measured at the property line to 50 dBA (day)/40 dBA(night)when adjacent to a noise-sensitive land use and 75 dBA (day)/60 dBA (night) when adjacent to other uses. Verizon's proposed installation does satisfy the Tigard Municipal Code and the Oregon Administrative Rules(OAR)noise requirements since the equipment will be installed within the existing permitted wireless communications facilities. However, a noise survey could be completed if necessary. C. Other requirements. At the time a provider requests a building permit, it must demonstrate compliance to all applicable state and federal regulations, including, but not limited to, the Oregon Uniform Structural and Building Codes and FAA. (Ord. 12-09 §1) Verizon wishes to submit for building permit after approval of Site Development Review approval is granted to install additional antennas and equipment to the existing wireless communications facilities(as depicted on the included plan set). 3 PRE - APPLICATION CONFERENCE NOTES PRE-APPLICATION NOTES FOR POR Cascade Wireless Collocation 10185 SW Cascade Avenue May 7,2015 Staff Present: Cheryl Caines,Associate Planner (503) 718-2437,cherylc@dprd-or.gov Applicant: Verizon Wireless 2215 SE 37`''Ave. Portland,OR 97214 Contact: Tammy Hamilton,Acorn Consulting,Inc. (Applicant Agent) (206) 499-4878 Tammy.HamiltonC&,acomconsultinginc.com Property Location: 10185 SW Cascade Avenue Tax Map/Lot#: 1S135BB00300 Proposal Description: The applicant is proposing to install 16 new antennas and related equipment and accessories in an existing unmanned telecommunications facility on an existing 116 feet tall monopole. The equipment will be installed within Crown Castle's existing fenced telecommunications compound. Comprehensive Plan Designation: Mixed Use Commercial Zoning: MUC Applicable Criteria Tigard Community Development Code 18.360-Site Development Review 18.360.060 Minor Modifications—be sure to include information addressing how the proposal is not a major modification under the criteria of 18.360.050—Major Modification. 18.798— Wireless Communication Facilities • 18.798.050—Uses Permitted Subject to Site Development Review Process Site Development Review Type I process for a Minor Modification (MMD). Application Requirements a. Include the information requested on the application form; b. Address the relevant criteria in sufficient detail for review and action; C. Be accompanied by the required fee (currently$701.00). Narrative Include a narrative that responds to the applicable criteria with facts to support how the criteria are satisfied. Provide background information, site and vicinity information,and proposal description. PRE-APPLICATION CONFERENCE NOTES ➢ DEVELOPMENT ENGINEERING Q CRY n TlesK Iron (ommuuity Deveropment Shapmg.A Better Cmmwuty PUBLIC FACILITIES Tax Map[sl: 1S135BB Tax LOS]: 300 Use Type: MUC The extent of necessary public improvements and dedications which shall be required of the applicant will be recommended by City staff and subject to approval by the appropriate authority. There will be no final recommendation to the decision making authority on behalf of the City staff until all concerned commenting agencies, City staff and the public have had an opportunity to review and comment on the application. The following comments are a projection of public improvement related requirements that may be required as a condition of development approval for your proposed project and are subject to change as the project develops and is better understood. Right-of-way dedication: The City of Tigard requires that land area be dedicated to the public: (1.) To increase abutting public rights-of-way to the ultimate functional street classification right-of-way width as specified by the Community Development Code; or (2.) For the creation of new streets. Approval of a development application for this site will require right-of-way dedication for: ® SW Cascade Av (classified as a minor collector by the Washington Square Regional Plan) to a half-width of 43.5 feet wide from centerline. ❑ SW to feet ❑ SW to feet ❑ SW to feet Street improvements: (Subject to rough proportionality; ) ❑ SW Cascade Av. to a half-width of 30 feet with curb, sidewalk, planter strip, street trees, and street lights in accordance with 18.810 standards. 18.730.040 Additional Setback Requirements: This section sets requirements for additional setback distance from roadways. The minimum yard requirement shall be increased in the event a yard abuts a street having a right-of-way width less than required by its functional classification on the city's transportation CITY OF TIGARD Pre-Application Conference Notes Page 1 of64- Development Engineering plan map and, in such case, the setback shall be not less than the setback required by the zone plus one-half of the projected road width as shown on the transportation map. This appears to not be applicable in this case. _Agreement for Future Street Improvements: In some cases, where street improvements or other necessary public improvements are not currently practical, the improvements may be deferred. In such cases, a condition of development approval may be specified which requires the property owner(s) to provide a future improvement guarantee. The City Engineer will determine the form of this guarantee. The following street improvements may be eligible for such a future improvement guarantee: (1.) This does not appear to be applicable in this case. See 18.810.030A for criteria (2.) Overhead Utility Lines: ® Section 18.810.120 of the Tigard Municipal Code (TMC) requires all overhead utility lines adjacent to a development to be placed underground or, if approved by the City Engineer, a fee in-lieu of undergrounding can be paid. This requirement is valid even if the utility lines are on the opposite side of the street from the site. If the fee in-lieu is approved, it is equal to $ 35.00 per lineal foot of street frontage that contains the overhead lines. The fee-in-lieu may be allowable. Sanitary Sewers: Sewer is not required. Water Supply: The Tualatin Valley Water District provides public water service in this area. Coordinate with TVWD for information regarding adequate water supply for the proposed development. Fire Protection: Tualatin Valley Fire and Rescue District [Contact: John Wolff, 503-259-1504] provides fire protection services within the City of Tigard. The District should be contacted for information regarding the adequacy of circulation systems, the need for fire hydrants, or other questions related to fire protection. Storm Sewer Improvements: All proposed development within the City shall be designed such that storm water runoff is conveyed to an approved public drainage system. The applicant will be required to submit a proposed storm drainage plan for the site, and may be required to prepare a sub-basin drainage analysis to ensure that the proposed system will accommodate runoff from upstream properties when fully developed. Provide a plan that shows how the storm drainage system for the site connects to the public system and how the development would meet the standards of Clean Water Services and other applicable CITY OF TIGARO Pre-Application Conference Notes Page 2 of 5 Development Engineering standards. Appropriate Storm drainage plan and calculations shall be submitted with the application for it to be considered complete. Storm Water Quality: Surface Water Management (SWM) regulations established by Clean Water Services (Resolution and Order No. 07-20) which requires the construction of on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from impervious surfaces. The resolution contains a provision that would allow an applicant to pay a fee in-lieu of constructing an on-site facility provided specific criteria are met. The City will use discretion in determining whether or not the fee in-lieu will be offered. If the fee is allowed, it will be based upon the amount of impervious surfaces created; for every 2,640 square feet, or portion thereof. Please contact the Building Division for the current fee. Preliminary sizing calculations for any proposed water quality facility shall be submitted with the development application. It is anticipated that this project will require: ❑ Construction of an on-site water quality facility. ❑ Payment of the fee in-lieu. Review and comply with provisions of Chapter 4 Clean Water Services Design and Construction Standards (Runoff Treatment and Control). Table 4-1 of Clean Water Services Design and Construction Standards applies. Other Comments: Water quality and detention facility design and construction must be certified by a professional engineer as meeting Clean Water Services requirements. After completion of the construction of these facilities, the applicant shall enter into an agreement with the city on city-furnished forms for long-term maintenance of the facilities. This agreement will be recorded and city staff will be periodically inspecting the facilities for compliance with the terms of the agreement. TRANSPORTATION DEVELOPMENT TAX In 1990, Washington County adopted a county-wide Traffic Impact Fee (TIF) which was replaced in 2008 by a Transportation Development Tax (TDT) that became effective 7/1/09. The TDT program collects fees from new development based on the development's projected impact upon the City's transportation system. The applicant shall be required to pay a fee based upon the number of trips which are projected to result from the proposed development. The calculation of the TDT incorporates the proposed use of the land and the size of the project. The TDT is calculated, due, and payable at the time of building permit issuance. In limited circumstances payment of the TDT may be allowed to be deferred until the issuance of an occupancy permit. Deferral of payment until occupancy is permissible only when the TDT exceeds the TDT rate for a single-family home. Pay TDT as required. PERMITS Public Facility Improvement (PFI) Permit: Any work within a public right-of-way in the City of Tigard requires a PFI permit from Development Engineering. A PFI permit application is available at the Planning/Engineering counter in the Permit CITY OF TIGARD Pre-Application Conference Notes Page 3 of 54" Development Engineering Center at City Hall. For more extensive work such as street widening improvements, main utility line extensions or subdivision infrastructure, plans prepared by a registered professional engineer must be submitted for review and approval. The PFI permit application shall include any on-site water quality and detention facilities that may be required as part of the land use approval. The Permittee will also be required to post a performance bond, or other such suitable security. Where professional engineered plans are required, the Permittee must execute a Developer/Engineer Agreement, which will obligate the design engineer to perform the primary inspection of the public improvement construction work. The PFI permit fee structure is as follows: NOTE: If an PFI Permit is required,the applicant must obtain that permit prior to release of any permits from the Building Division. A PFI permit is required for this project. This permit must be obtained before any work begins on site. Building Division Permits: The following is a brief overview of the type of permits issued by the Building Division. For a more detailed explanation of these permits, please contact the Development Services Counter at 503-639-4171, ext. 304. Site Improvement Permit (SIT). This permit is generally issued for all new commercial, industrial and multi-family projects. This permit will also be required for land partitions where lot grading and private utility work is required. This permit covers all on-site preparation, grading and utility work. Home builders will also be required to obtain a SIT permit for grading work in cases where the lot they are working on has slopes in excess of 20% and foundation excavation material is not to be hauled from the site. Building Permit (BUP). This permit covers only the construction of the building and is issued after, or concurrently with, the SIT permit. Master Permit (MST). This permit is issued for all single and multi-family buildings. It covers all work necessary for building construction, including sub-trades (excludes grading, etc.). This permit cannot be issued in a subdivision until the public improvements are substantially complete and a copy of the recorded plat has been returned by the applicant to the City. For a land partition, the applicant must obtain an Engineering Permit, if required, and return a copy of the recorded plat to the City prior to issuance of this permit. Other Permits. There are other special permits, such as mechanical, electrical and plumbing that may also be required. Contact the Development Services Counter for more information. PREPARED BY: Greg Berry 5/1/15 DEVELOPMENT ENGINEER DATE Phone: [503)118-2468 E-mail: greg@tigard-or.gov Revised: March 2012 I:\ENG\Development Engineering\_LANDUSE_PROJECTS\Cascade Av\Preapp-POR Cascade Verizon 5-7-15.docx CITY OF TIGARD Pre-Application Conference Notes Page 4 of 5 Development Engineering City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT Pre-Application Conference Request PROJECT DESCRIPTION REQUIRED SUBMITTAL Project name/title: POR CASCADE ELEMENTS Please write a brief description of proposed project: (Note: applications will not be accepted Verizon Wireless proposes to install(16) new antennas and related equipment without the required submittal elements) and accessories in an existing unmanned telecommunications facility on an 6 COPIES OF EACH OF THE existing 116 feet tall monopole.The equipment will be installed within FOLLOWING: Crown Castle's existing fenced telecommunications compound. Brief description of the proposal and any site-specific questions/issues that you would like to have staff research PROPERTY INFORMATION prior to the meeting. Site Plan.The site plan must show the Property address/location(s): 10185 SW Cascade Avenue proposed lots and/or building layouts Tigard,OR 97223 drawn to scale. Also,show the location of the subject property in relation to the nearest streets;and the Tax map and tax lot ##(s): 1S1W35BB-00300 locations of driveways on the subject Toning: Mixed Use Commercial property and across the street. Vicinity bfap. PROPERTY OWNER/HOLDER INFORMATION The Proposed Uses. Name(s): PGE,Property Owner(Main Contact: Jim Carver) [ Topographic Information. Crown Castle,Tower Owner(Main Contact:Erica Andrews,PH: (412) 953-9776) Include Contour Lines if Possible. Address: 2213 SW 153rd Drive Phone: (503) 464-8000 Filing Fee. City/state: Beaverton,OR Zip: 97006 APPLICANT INFORMATION Name: Verizon Wireless (Applicant) Case No.: ME u l S — 00031 Address: 2215 SE 37th Ave Phone: (206)499-4878 Related Case No.(s): City/state: Portland, OR Zip' 97214 O Application fee: � Contact person:Tammy Hamilton,Acorn Consulting Inc. (Applicant Agent) 206 Application accepted: Phone: ( )4 99-4878 Ems:Tammy.Hamilton@acomconsultinginc.com By: M 9 Date: �i/12_/1 5 Pre-application Conference Information Date of pre-app: 5/1/ I S All of the information identified on this form is required and must be Time ofre-a P PP� submitted to the Planning Division a minimum of ten (10) days prior to officially scheduling a pre-application conference.Pre-application Planner assigned to pre-app: conferences are one (1) hour long and are typically held between the I:\CUNPLN\Masters\Land Use Applications R".ol/oe/zots hours of 9-11 a.m. on either Tuesday or Thursday mornings. Pre-application conferences must be scheduled in person at the Community Development counter from 8-4:30 p.m. Monday—Thursday. If more than four(4)people are expected to attend the pre-application conference in your group, please inform the city in advance so that alternate room arrangements can be made to accommodate the group. City of Tigard • 13125 SVG'Hall Blvd. a Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 1 POR Cascade Verizon Wireless Land Use Narrative April 21, 2015 APPLICANT Name: Verizon Wireless (Applicant); Tammy Hamilton, Acorn Consulting Inc. (Applicant Agent) Mailing Address: 2215 SE 37th Ave., Portland, OR 97214 Phone Number: 206-499-4878 PROPERTY LOCATION (street address,tax lot number, zoning): Address: 10185 SW Cascade Ave.,Tigard, OR 97223 Tax Parcel #: 1S1E35BB-00300 Zoning Class: Mixed Use Commercial DESCRIPTION OF PROJECT: The applicant, Verizon Wireless, proposes to install (16) antennas and related equipment and accessories in an existing unmanned telecommunications facility on an existing 116'tall monopole owned by Crown Castle. There are presently antennas and equipment from three other cell carriers (Cricket, Clearwire, &T- Mobile) also located on the existing cell tower and within the existing permitted wireless communications compound. See included plan set for further details. 18.798.050 Wireless Communications Facilities: Uses Permitted Subiect to Site Development Review A. Uses permitted. The director shall review the uses subject to site development review, as regulated by Chapter 18.360, using approval criteria contained in subsection B of this section. The following uses are subject to approval under this section: 3. Collocation in commercial and industrial zones. Collocation of an antenna(s)that extends more than 20 feet above an existing tower or non-tower structure, or when collocating more than three providers in commercial and industrial zones. This project is permitted use subject to Site Development Review since Verizon will be the fourth provider to collocate on the existing tower in the commercial zone. See Proposed Site Plan for further details. B. Review criteria. Any use subject to site development review per subsection A of this section, shall be evaluated using the following standards: a. Aesthetic. i. New towers shall maintain a non-reflective grey finish or, if required by the FAA, be painted pursuant to the FAA's requirements; Not applicable—Verizon is proposing to collocate on an existing tower. 1 ii. If collocation on an existing tower is requested,the design of any antenna(s), accessory structures or equipment shall,to the extent possible, use materials, colors and textures that will match the existing tower or non-tower structure to which the equipment of the collocating provider is being attached; Verizon is proposing to collocate on an existing tower. The proposed wireless antennas and equipment will be painted to match the color of the existing antennas and tower, thereby reducing the visual impact of the structures. iii. If collocation on an existing non-tower structure is requested,the antenna(s) and supporting electrical and mechanical equipment shall be a neutral color that is the same as the color as the supporting structure so as to make the antenna(s) and related equipment as visually unobtrusive as possible. Not applicable- Verizon is proposing to collocate on an existing tower. b. Setbacks. i. Towers designed to collapse within themselves shall be set back in accordance with the setbacks contained in the base zone; Not applicable—Collocation on existing tower and the tower owner(Crown Castle)has already addressed this criterion in their original site permitting approvals. ii. Towers not designed to collapse within themselves shall be set back from the property line by a distance equal to the height of the tower. Not applicable—Collocation on existing tower and the tower owner(Crown Castle)has already addressed this criterion in their original site permitting approvals. c. Tower spacing. No new tower shall be allowed within 500 feet of an existing tower. If, having completed the collocation protocol outlined in Section 18.798.080 without success, the provider will be required to build a tower less than 500 feet from an existing tower, it will be required to obtain a Type I adjustment governed by 18.370.020.C.8.b. Not applicable—Collocation on existing tower and the tower owner(Crown Castle)has already addressed this criterion in their original site permitting approvals. d. Tower height. No tower shall exceed 100 feet for a single user or 125 feet for multiple users. Not applicable-No changes impacting the tower height, FAA filing, or other listed items are proposed as part of this application. e. Lighting. No lighting shall be permitted on a tower except as required by the FAA. Not applicable-No changes impacting the tower height, FAA filing, or other listed items are proposed as part of this application. 2 f. Fencing and security. For security purposes, towers and ancillary facilities shall be enclosed by a minimum six-foot fence. Not applicable. Verizon Wireless is proposing to modify within an existing permitted wireless communication facility. g. Landscaping and screening. i. Landscaping shall be placed outside the fence and shall consist of evergreen shrubs which reach six feet in height and 95%opacity within three years of planting; Not applicable. Verizon Wireless is proposing to modify within an existing permitted wireless communication facility. ii. When adjacent to or within residentially-zoned property, freestanding towers and accessory equipment facilities shall be screened by the planting of a minimum of four evergreen trees at least 15 feet in height at the time of planting.The planting of said trees shall be prescribed in number by a plan prepared by a certified arborist in locations that (i) most effectively screen the wireless facilities from residential uses and (ii) promote the future survival of the trees while limiting adverse effects of the trees on abutting properties. Existing evergreen trees at least 15 feet in height may be used to meet the screening requirement of this section if the arborist demonstrates that they provide screening for abutting residential uses. Not applicable. Verizon Wireless is proposing to modify within an existing permitted wireless communication facility. h. Noise. Noise-generating equipment shall be sound-buffered by means of baffling, barriers or other suitable means to reduce the sound level measured at the property line to 50 dBA (day)/40 dBA (night) when adjacent to a noise-sensitive land use and 75 dBA (day)/60 dBA (night) when adjacent to other uses. Verizon's proposed installation does satisfy the Tigard Municipal Code and the Oregon Administrative Rules(OAR)noise requirements since the equipment will be installed within the existing permitted wireless communications facilities. However, a noise survey could be completed if necessary. C. Other requirements. At the time a provider requests a building permit, it must demonstrate compliance to all applicable state and federal regulations, including, but not limited to, the Oregon Uniform Structural and Building Codes and FAA. (Ord. 12-09 §1) Verizon wishes to submit for building permit after approval of Site Development Review approval is granted to install additional antennas and equipment to the existing wireless communications facilities(as depicted on the included plan set). 3 i yr r _ _ �I ,r r w Feet ` o63 ,� a � s 3 t 3EE E e r � � e a 3 Ir He Mr T14N `� � 10 Sw JILL € x; �� 1 fs �4'` AK 1 F- y � _ i Tq e ` F e x v �y a i .. a 45-27-112N 122-47.562W Nv R USNG 10T ER 1621 3317 s � A °i ,� y* a» USGS �y ... G tom , -..� DO NOT SCA:E DRAWINGS.CONTRACTOR NFJSI V'-'A" DIRK A.-ANO ADV SE COµSL0.LAMSOF ANv fRRORS Oµ OMISSIONS.NO vARl4TgN5 OµAq[W CATpNS TO WORK ..-All BE N.RIC FFE NTEO WITFI(MIl FAgq WµInFN APPROVAL AELPHEVIOUSISSLA:SOFEKSORAWNOARF UPERSEDEDBY THE LATFSI REVL N.Al l LANWNGSANO SPECK ICAlgNB RENNIN THE PROPERT'OF ACOM COR HAT" Q� 18355PEPORCASCADE OREGON (PROGRESS 874140) H JP �BOtY11pNa>E OBl3G/,5 10185 SW Ver#ZOnwireless TIGARD OR 97223E AVE No. Date Revision A 02725/15 9D%PZD REVIEWSET B 04/14/15 ISSUED FOR ZONING 0 1 2 3 VICINITY MAP PROJECT INFORMATION SCOPE OF WORK JURISDICTION: CITY OF TIGARD VERIZON WIRELESS PROPOSES TO INSTALL(16)ANTENNAS AND RELATED EQUIPMENT AND ACCESSORIES IN AN ZONING CLASS: MIXED USE COMMERCIAL EXISTING UNMANNED TELECOMMUNICATIONS FACILITY ON AN EXISTING 116 MONOPOLE ,a OCCUPANCY GROUP: UTILITY CONSTRUCTION TYPE: V-B TAX PARCEL ID: ISI W35BB-00300 verfZOnwirel ess PARCEL SIZE: 2.07 ACRES LATITUDE: 45°26'47.50-N LIST OF DRAWINGS 45.446528' SHEET DESCRIPTION I,plemerdata Team: ;. LONGITUDE. 122°47 00.6P W T-1 COVER SHEET -122.783478* T-2 GENERAL NOTES AND SYMBOLS GROUND ELEVATION: 18143 AMSL C-1 PROPOSED SITE PLAN CROWN STRUCTURE HEIGHT: 116-0-(TOP OF TOWER) A-1 PROPOSED COMPOUND PLAN 1 4' TOP F APP T NA 2 -0' O O URE LACES A- CASTLE 2 EXISTING AN PROPOSED cc E G D RO OSED ELEVATIONS A-3 CONSTRUCTION DETAILS G J A-3.1 ANTENNA MOUNT DETAILS A-4 CONSTRUCTION DETAILS LEGAL DESCRIPTION A-5 EQUIPMENT DETAILS A-6 FOUNDATION DETAILS + PARENT PARCEL BEING THE SOUTHERLY 220 FEET OF EVEN WIDTH AS DESCRIBED IN BOOK 810 AT PACE 691 YF. RF-1 PROPOSED ANTENNA CONFIGURATION 4 CONSULTING INC. . • Pr77 Int,. CODE COMPLIANCE CASCCADE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT 101&5 SW CASCADE CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN TIGARD,OR 97223 THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE' Drawincl TAIe. 2014 OREGON STRUCTURAL SPECIALTY CODE 2011 OREGON ELECTRICAL SPECIALTY CODE 2074 OREGON MECHANICAL SPECIALTY CODE 2011 NFPA 101 LIFE SAFETY CODE COVER SHEET DRIVING DIRECTIONS CONTACTS IMPLEMENTATION CONTACT: APW_ICANT/CLIENT CONTACT'. ASE CONTACT'. APPROVALS START DRIVING SOUTH ON NE 122ND AVE TOWARD NE WHITAKER WAY.TURN RIGHT ONTO NE FREMONT ST.NE JOE AHSING TAMMY HAMILTON RICK MATT ESON Project Number. Dale FREMONT ST IS JUST PAST NE BEECH S.TAKE THE 3RD LEFT ONTO NE 102ND AVE.NE 102ND AVE IS.1 MILES VERIZON WIRELESS(VAW)LLC ACOM CONSULTING.INC. ACOM CONSULTING,INC PAST NE 105TH AVE.MERGE ONTO 1-84 WNS-30 W TOWARD PORTLAND.MERGE ONTO I-5 S VIA THE EXIT ON THE (d/b/a VERIZON WIRELESS) 1125 SE CLATSOP ST 1125 SE CLATSOP ST TITLE SIGNATURE DATF 04/14/15 LEFT TOWARD SALEM/BEAVERTON.MERGE ONTO SE PACIFIC HWYlOR99W VIA EXIT 294 TOWARD 5430 NE 122ND AVE PORTLAND,OR 97202 PORTLAND,OR 97202 Drafter: Desg— TIGARLYNEWBERG.MERGE ONTD Oit-217 N/BEAVERTON TIGARD FWY N TOWARD BEAVERTON/SUNSET HWY. PORTLAND,OR 97230 PHONE (206)499-4878 PHONE:(425)2096723 REPRESENTATIVE TAKE THE GREENBURG RD EXIT,EXIT 5.TURN LEFT ONTO SW GREENBURG RD.TURN RIGHT ONTO SW CASCADE PHONE:(503)408-3434 tammy.t minon@acommrlc tnginc mm nck.matleson@ammmnsuttlrgirlc.oom RM RM AVE. THE CASCADE AVE IS JUST PAST SW SHADY LN.ARRIVE AT 10185 SW CASCADE AVE. joseph.ahs ing@verizonwireless wm Project Maregel Ploiessionel d Rewrd RE ENGINEER PROPERTY OWNER CONTACT TOWER OWNER CONTACT: AM JS JIM CARVER ERICA ANDREWS Revision No Sheet No PGE CROWN CASTLE SITE OWNER 2213 SW 153RD DR PHONE (412)953-9776 BEAVERTON,OR 97006 AF B T-1 PHONE.(503)46s-8000 G E N E RA L NOTES L I N E/A N T E N NA NOTES nn NnTsc•EE�R•wags�N .oRN�a1�ER� �E nacNsq ANoAwsE co.tsut1NiT$of•Nr ERRORS oR qNa 1q VARM1 OR YDDfG•T To- 5H oWORn( 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS.ALL 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL oru wtacErscrr`LE s TuD'11 s7 R•wMc N NECESSARY LICENSES,CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEELeEN I r-E 1.1W REv -uuwncs ANc *NS RE W THE RRORERTY OF•oOM JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 17- VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. FRAMING SHALL CONFORM TO ASTM A325.FASTENERS SHALL BE 5/8"MIN.DIA.BEARING TYPE ooRr T- CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE.ALL EXPOSED FASTENERS,NUTS, 2. ACOM HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO 18. IN RAWLAND CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS THE PRESENCE OF HAZARDOUS MATERIAL,INCLUDING,BUT NOT LIMITED TO,ASBESTOS PRIOR TO CONCRETE POUR.TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED.ALL ANCHORS INTO CONCRETE SHALL E�iX WITHIN THE CONFINES OF THIS PROJECT.ACOM DOES NOT ACCEPT RESPONSIBILITY FOR TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION.TOWER GROUND MUST BE BE STAINLESS STEEL. /�yt�'"EeRe'�'i THE INDEMNIFICATION,THE REMOVAL,OR ANY EFFECTS FROM THE PRESENCE OF THESE MAINTAINED AT ALL TIMES. �Q \ MATERIALS.IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND,WORK IS TO BE 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY d' 18355PE SUSPENDED AND THE OWNER NOTIFIED.THE CONTRACTOR IS NOT TO PROCEED WITH 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER IMMEDIATELY UPON AWARD OF CONTRACT.THE GENERAL CONTRACTOR IS CONSTRUCTION. REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY. 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW,UNLESS OTHERWISE ACKNOWLEDGING APPLICATION FOR POWER,WRITTEN AND VERBAL DISCUSSIONS WITH THE 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC, USE STAINLESS STEEL HARDWARE THROUGHOUT. \H� WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK 'LFJPIM1gNM1@ o8/30ns THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. WHICHEVER IS GREATER. 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DATE,THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY ALL BENDS TO BE A MIN.OF 8"RADIUS. No. Date Revision VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED.COSTS ASSOCIATED STARTED.NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 6. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS.USE A TWO-BOLT A 020505 90%PZD REVIEW SET FORESEEN BY AN INSPECTION,WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, HOLE NEMA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. WILL BE ACCEPTED OR PAID. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN a 0404115 ISSUED FOR ZONING NOTES 19,20 AND 21 ABOVE,THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY 7. FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL 0 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR GENERATOR AT NO COST TO THE OWNER. PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS"NO-OXIDE A"BY DEARBORN VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY. 1 WORK UNDER THIS CONTRACT,ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, 23. PLANS PART OF THIS SET ARE COMPLEMENTARY,INFORMATION IS NOT LIMITED TO ONE EXCEPT THOSE SPECIFICATIONS HEREIN,WHERE MOST STRINGENT SHALL BE COMPLIED PLAN.DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN 8. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING.USE 2 WITH. THE PROPERTY OF THE ARCHITECT,WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. EXECUTED OR NOT.THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR 3 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE 9. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CIVIL,OR ARCHITECTURAL WORK. COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS. GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS,CONTRACTOR TO COORDINATE ANY AND ALL MECHANICAL,ELECTRICAL,PLUMBING,OR STRUCTURAL ELEMENTS,AND THAT ACCORDING TO APPLICABLE BUILDING CODES. DELIVERY. ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET.NOTIFY THE CONSULTANT OF ANY CONFLICTS.THE CONSULTANT HAS THE RIGHT TO MAKE MINOR 24. IF CONTRACTOR OR SUB-CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUB-CONTRACTOR'S ADDITIONAL COMPENSATION. RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK.IN ADDITION THE CONTRACTOR 8. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY verIZOnwireless ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED OTHERWISE.CRITICAL APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUB-CONT RACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM PROJECT INFORMATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. ImPlemerttatgn Team. REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY 25. IN EVERY EVENT,THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE 1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. NOT RELIEVE THE CONTRACTOR,SUB-CONTRACTOR,AND/OR SUPPLIER/MANUFACTURER CROWN 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY CASTLE WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO THE MINIMUM SPECIFICATION.IF ANY ITEMS NEED TO EXCEED THESE MINIMUM BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.THIS FACILITY CC TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. SPECIFICATIONS TO PROVIDE A COMPLETE,ADEQUATE AND SAFE WORKING CONDITION, IS UNOCCUPIED AND NOT DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC. THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS.FOR 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EXAMPLE,IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE(I.E. 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. ELECTRICAL WIRE),STRONGER OR LARGER PIPING,INCREASED QUANTITY(I.E.STRUCTURAL 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ELEMENTS),REDUCED SPACING,AND/OR INCREASED LENGTH(I.E.BOLT LENGTHS,BAR 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION, CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE LENGTHS)THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE A&E Team. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR BID/PROPOSAL.THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE CONSULTANT SHALL BE SOLE INFERRED SHALL BE DEEMED TO BE INCLUDED. AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. \ /f MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 26. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE 7. VERIZON WIRELESS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY FOR ALL LIKE OR CONTRACTOR. TRIP PER MONTH AT ONE HOUR PER VISIT. SIMILAR CONDITIONS,EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR CONSULTING INC. REFERRED TO IN THE SPECIFICATIONS,UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE Project Info: ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. POR 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER CASCADE CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, 10185 SW CASCADE PLUMBING,ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING TIGARD,OR 97223 CONSTRUCTION DOORS,PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED.MODIFIED,OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL.ELECTRICAL,SYSTEMS ARE ADDED OR MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH LEGEND IMPORTANT NOTICE Drawing Tele: ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE CONCRETE CONSTRUCTION IS THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND GENERAL NOTES MODIFIED,THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR BUILDING/WALUDETAIL SECTION LARGE SCALE DETAIL INFORMATION PROVIDED BY OTHERS.ACOM CONSULTING CANNOT GUARANTEE THE CORRECTNESS NOR CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. ____ COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. AND SYMBOLS Detail Number CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS A Detail Number AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY CONFLICTS OR DISCREPANCIES TO THE A-' a CONSULTANT PRIOR TO CONSTRUCTION. Project Number- Date: Sheet Number """" A-, 04/14115 Where Detailed Sheet Number Draper Desigrar Where Detailed REFERENCE RM RM Project Marre9er Professional of Record c AM JS A-1 Revision No Sheel N. Referenced Drawing B T-2 v vv V LEGAL DESCRIPTIOIJ Fr,F; PARCEL BEING THE SOUTHERLY 220 • FOUND 5/8' IRON ROD WITH FEET OF EVEN WIDTH AS DESCRIBED N BOOK 1-1/2- ALUMINUM CR \\ \ { { 810 AT PAGE 691. { • DEA CONTROL POINT SET(A$NOTED) SB0 ® NCTION BOX COM $ EASEMENTS MUNICAT ON CABINET µPP\S\'N \ / - ,D { 1 (UNLESS OTHERWISE NOTED) COTP% `\\ \ ' {1 1 y\� 1)PDRTAND GENERAL ANDUM OF RE CTRICND ASE COMPANYEAND aEUECPOST VAULT NEY Tal E10N. PGH II. INC. ASSIGNED TO PORTLAND • m R WP4'1o�NF ORµP vii` �� \` ` '' \ GENERAL BROADBAND WIRELESS, LLC B E POWER POLE ONE RISER c\7 PF. COR { \ \ 1� DOCUMENT N0. 2003-112575 A 51.1'BY I` 2 PS Rf W/MOPS \ PGE PORTLAND GENERAL ELECTRIC rn pVN NO CONDUCTOR ATi4CMMEMY ELEV 190.31' ` 25.7 LEASE PARCEL SHOWN HEREON. VZ VERIZON 'OT VNf {`\ \ \\ 1 tt ' PARCEL DIMENSIOARENS SP R ORIGINAL EAHOWN HEREON SEMENT T THE LEASE W/ WTH W D SET HA W/NAG NUL DESCRIPTION INDICATING THE INTENT FOR -- RIGHT-OF-WAY LINE >0 \ —----- \ CREATION OF THE FENCED AREA CENTERLINE �EC \\ NGTON \ �1 \I. --- PROPERTY LINE C) �Q Z WPSw \ 0$ 2)LEASE ASSIGNMENT AND ASSUMPTION - EDGE OF GRAVEL ' \ AS PfR S�V{3588 1\l00 M 8'Y MASTER INV MAINLANDER R .BLUE. LIC. ------ _ \ \ Mf SNO y.µ�OPµPTC>N s ` \ `C ASSOCIATES, LLC AND GOLDENSTATE E —K—, EDGE a PAVEMENT �1 �W� T C T,t p W FENCE (AS NOTED) U � SCALE Ai .- \ \ 1.0 CpUN Pkcop yam\ TOWER$, LLC. DOCUMENT N0. 2004-117003. —aE— — — OVERHEAD POWER LINE ll/^� 10 0 S 10 20 f M' ` NO + 's RECORD INFORMATION FOR LEASE AREA vJ C7 Q 0- /..\ \ \N ACCESS CASEM:NT PER t.` Ql'. Z U TAS SET Hue w/TAC'A- 1250 S F , UTILITY AND ACCESS \ DOCUMENT n0.20M-11703 10 ( ) UJ ( FEET ) W / _ \ W PC �\ SET HUB W/MAC NAIL EASEMENTS THE LEASE AREA DESCRIBED IN NOTES (1 Q F- \� \ THIS DOCUMENT OF 25 00' x 50 00' DOES �J U I INCH=10 FT % \ \ { D \ NOT MATCH THE ORIGINAL INTENT AND 1. TITLE INFORMATION PROVIDED AT THE Lu lfi WOULD PLACE THE ORIGINAL FENCED AREA TIME G SURVEY WAS COMPLETED BY lL c ch CHICAGO TITLE COMPANY OF OREGON TO: Fn LU \\ \�, \ •�•Y �1m OUTSIDE OF THE LEASE AREA. ATOM \ ATTN TAMMY HAMILTON N LU 12 jc 1125 SE CLATSOP SET HUB w/NAG nal CS: 339486 8D- "00 TIP OF PORTLAND OR, 97202 TITLE NUMBER: 4725145162700T0-CTpR { \ LIGH 7NINC ROD POR DE _ { ELEV 305.45' TOP OF DATED: MAY 11, 2014 •$ f y \ TOP OF ANTENNA VESTING INFORMATION ` '. A. MONOPOLE ELEV 300 53' PORTLAND GENERAL ELECTRIC. AN \s S \ 1\ nYye \ SCALE ELEV 29626' OREGON CORPORATION \ \ \ \ IOC 0 SC IDL 200 2 FIELD WORK CONDUCTED IN MAY 2014 a \ 3 BASIS OF BE4RINC. OREGON 5747E FEET ? 5 7PLANE COORDINATE SYSTEM, NORTH ZONE Z95'A'• 23.10'- N P ;P INCH IDD FI . (NAD 83). CATWALKS '.i% ; \\ \ % 1< \\ 4. SURFACE UTILITIES SHOWN ONLY POWER[ABATER w/METER \ 3 a \ \ 4' POWER CAB•4T \ ` Pw -\ � \ \ CON, 7' _ �- u CATWALK \ £ PGE#14133 \ \ © S 176'34'E 10.94' VZ 0500721 \ \ a CON[PAD W/ \ TKI/O DROPS \ s COMA CABINET TOP 115 el' \ PC y^\ NOT N USE) \\ \ . RIZ Pap W/ \\ POWER CABINET \ cl \ 50677'01 • 10.00' \ 9� LIONOVOLE \dA POWER METERS LOP OF STRUCTURE ELO 5 Ev 198 I6' USE \/ LN,HTIWNG ROD ELEV 305 45' I (3) DFPOWER METER \\ TOP ANTENNA EIEv 30053' _ t\ \ DOC-1-7 NO x004-1170)CEASEMENT PER \ y TOP OF CONCREZ W f v' UAI \ 2. \ TE PAD Q�rn&m GAtWALK m \ ` ELEV 181.43' ><L4 5 17'1 6'34'E 51.10' \ 1 +90� ` \ W_z m n U m 5700 Nam PWC\ \ ` \ \ ^4 5:LO d 4 0 a MONOPOLE DETAIL O SET HUB W/TACK \. t `T \ SET HUB W/NAG NAIL SITE INFORMATION =N NOT TO SCALE TAx L0T NUMBER'. 1S1W35B6 - 00300 M 72V5'31'[ 252VJ'\ \ }' \\ p\,PRfP Qr. \\ SITE ADDRESS: i t P \�\ 10185 SW CASCADE TIGARD. OR 97223 O WASHINGTON COUNTYVIATER Q METER �' \\ u _a �SITE LocAueN ,,_ TOTAL LOT AREA 90.066 SO. FT. f 2.07 ACRES 3 O l PORTLAND GENERAL ELECTRIC COMPANY '�\ t ` ni �'•W L rx#Mr 1 PROJECT AREA: LEASE AREA 12501 Sq Ft. o ) Tom• '; •P0' + --� REVISIONS: APPD. * -Y C4BNET / M LATITUDE/LONGITUDE POSITION _ a HORIZONTAL REFERENCE DATUM U \ 1 \ I 4 NAD 83 HORIZONTAL ANTENNA POSITION. i! a... LATITUDE'. 45'26'47 50"N t .\�\ 1 =L - I j m.,N.. LONGITUDE. 122'47'00 60-W W/DROPJI-\ \ ei, _ -T— tj �•.. - f VERTICAL REFERNCE DATUM: A i NAVE)88 GROUND ELEVATION AT BASE OF EXISTING TOWER: 181.43 FEET _ HIGHEST ELEVATION OF TRANSMISSION Ax STRUCTURE: 300.5 FEET X{T.�j 4 i LIGHTNING ROD: 305.5 FEET ` J Y \\ ' W� (DERIVED0P OF TOROM GEOID 12n)WER STRUCTURE 298.3 FEET DATE: 21, 014 \ MAY 2 s ��. DESIGN: FDA �\ SURVEY REFERENCE CHECK ASI g -- CHECKED: NST 8 \ \\ 9TE LDCATh;N THIS PLN DOES NOT REPRESENT 4 E 'y BOUNDARY SURVEY. SUBJECT AND ADJACENT REVISION °o - BALBOARD Top1 PROPERTY LINES ARE DEPICTED USING FOUND NUMBER: ELEv 245 72 1 - MONUMENTATION AND RECORD INFORMATION. RECORD DATA USED WAS SURVEY NUMBER SCALE:I"- 10 10737, WASHINGTON COUNTY SURVEY R, ^.•"•"•�.•""'W, RECORDS. PROJECT NUMBER: UNDERGROUND UTI ITYA TION ACOM0000-0001 mm - UNDERGROUND UTILITIES ExISTING N THE AREA AND UTILITY INFORMATION SHOWN MAY BE AA6 A2 INCOMPLETE STATE LAW REOUIRES THAT THE DRAWING FILE: f CONTRACTOR CONTACT THE ONE-CALL UTILITY 003 ACOM0001 Cascade LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION SHEET NO. 1-BOW332-2344 tl ViDNITY WAP- _ '^ 80 -BILLBOARD TOP NOT TO SOLE = ,I F ELEV 115.36' OF DO NOT SCALE DRAWMOS RSECONTRAC—MUST VERFY ALL DKNSNNi3 AIq ADV6E CONSUTNITS Of AMI ERRORS OR T OMISSpN3.rf0 VARMTNINS OR MODIFC:ATpN3 TO WORN \ SHOWN SNALL BE MPLE MENTEO Wr1HOUT PRIOR WRnIEN APPROVAL.ALL PRE VNIUS ISS REV6pNEV OF All pRALI—WWIN ARE SUPEDED BY THE LAtEST R .AM65 AHO SPECIPN:ATN)NS RELMM TiE PROPERTY OF ACpA CORPOMTKM. \ ADJACENT PROPERTY / \ APN:R1262920 MUC : ZONING \ `" / \ I/ 1eassPe Tr \ / ^^� E1tPM710X DOE06130/15 N. Dale Revision A 0225115 90%PZD REVIEW SET B 00110115 ISSUED FOR ZONING Z � 2 C o \ ADJACENT PROPERTY \ \ \ APN:R2179W \ ZONING:MUC \ \ 2 Q 3 IIV ,/ Na V � alenl v e ruwireless ITRpk—m al—Team: \ / \ EXISTING 116' \ _ \• // \ MONOPOLE EXISTING 6'-0' -1— _\��f CROWN HIGH C.L.FENCE e is c CASTLE EXISTING WIRELESS COMPOUND t 0\ P 4W VZW 4'-0' WIDE MAN-GATE \ m ® A&E T— , ea EXISTING UTILITY— SUBSTATION � �Ncv�ss X. t CONSULTING INC. ZO` SUBJECT PROPERTY a TAX LOT:1 S135BB00300 130 ZONING:MUC �./�.I `� Project lefo: -'ool POR CASCADE m` �• \ `\ 101&5 SW CASCADE TIGARD,OR 97223 rn ✓ L1t�E k4 �O?ERS r ��15S�NGPR \ Drawing Tai PROPOSED SITE PLAN \ r Protect Numtx+r Dale: ADJACENT PROPERTY 04/14/15APN:R0273162 � N Draper De3y— ZONING:MEU-2 `\ RM RM Project M—g, Professional d Record \ AM JS `\ Re--N. Sheet N. I\ B A-0 22':30'SCALE.1-=30'-R 11-:17'SCALE.,-60-17 30 15 o' 30' PROPOSED SITE PLAN 1 DO HOT SCALE D AW I,AE CONTRACTOR MJAT FARO Alt OWENSIOHS AHDADVISECONSULTANTS T ANY ERRORS UR O OWN N4 LL YARN TIONS OR YDgFCAipNS TO WORK i SHOWN SHALI SE IH IOUS NTED WITHOUT E—W W{U ARE AP-OVALKALLPREVIOUS taSUES NAL D-WGARE 5UPERSFOED STHELATEST-OPE NALLOMWINC�ANO SPECaICAT%INS RE W IN THE PROPERTY Of ACOM CORPORAIIUN EXISTING 6'-0" HIGH C.L.FENCE � y 1q t NEE R� 25'-0" I Qom' 18J55PE EXISTING FENCED COMPOUND EXISTING i MAN-GATE H. J iDM70011E 06/30115 1 i � ) No. Date Revision I / EXISTING CARRIER I 1 / A 02125/15 90%PZD REVIEW SCT UTILITY H-FRAME 1 B 04/14115 ISSUED FOR ZONING I1 0 EXISTING CARRIER 1 EQUIPMENT/LEASE 1 AREA 2 EXISTING CARRIER + - EQUIPMENT I LNY1 EXISTING CROWN 3 CASTLE 116' 12'-0' EXISTING CARRIER 1 MONOPOLE PROPOSED ICE BRIDGE EXISTING CARRIER VERIZON WIRELESS :.I„I l EQUIPMENT CONCRETE EQUIP PAD 4-(r 11 NEW CONIC NEW ONC �• I PAD PAD 7 z EXISTING CARRIER veru wireless o NEW VZW 24"ICE BRIDGE I I EQUIPMENTlk EL @ 10'-0"AEG p „ =I :- A - - - I�,:�i.....,aat-Team- o W I I (\ PROPOSED - ,�Z EXISTING 6'-0" \\ BATTERY LL HIGH C.L.FENCE \\ CABINET CROWN O EXISTING CONCRETE SLAB I4'-0" 4'-0" 4'-2"t 4'-0" I '- " `\EXISTING- PROPOSE \\\\ .,,,,,, CASTLE TO BE REMOVED _ I EXISTING UTILITY \ xCABINET 1 H-FRAME y a II \\ w ILU NEW VZW GROUND MOUNTED RAYCAP SURGE w PROPOSED = O w O 1 POWER LU m L SUPPRESSION MOUNTED TO UNISTRUT(TYP OF 4) A� _ w \ CABINET z _ p w p \ wzw \ ---- I +awa \� naLTeam O I NEW VZW ATS c) (� W W� 1 i j \ a w O \ PROPOSED \\ (e) >L) \ I EXISTING 200A RF \ b K N w p 1 \ i POWER METER > \ \ CABINET N �Tn f.J x _ AZO dvNi l fn _ \ i NEW VZW SAFETY v - CONSULTING INC- It NC. N z-i - CAB --- L- - - I aw 1 .A 'I I --r �...--� - ' ---r- F- > NEW VZW FIBER �N / _ _ \ CAB FUTURE RF f, �/ \\ 1 Fl7TURE RFPrf InfD: a _ - _ ;..r �� EXISTING UTILITY LA. .1 CABINET \\ r i CABINET POR 0 1 I�I H-FRAME CASCADE i-----'S ��••� ---- — 10185 SW CASCADE NEW VZW EQUIPMENT --- —T NFw VZW CABINETS-TYP. `\�\ �--- TIGARD,OR 97223 GENERATOR �--_- \ EXISTING CONC.PAD TO NEW VZW GPS BE REMOVED PROVIDE PLACARD ON DIESEL TANK PER �j ANTENNA D aw g TRI.: `�� - NEPA 704(HEALTH-1. WITH ILITY=2, �� INSTABtUTY�)VERIFY WITH MSOS PROVIDED BY VERIZON WIRELESS 2'-0" 8'-0" PROPOSED WIDE MA -GA COMPOUND PLAN 20'-0' WIDE MAN-GATE b PROPOSED VERIZON WIRELESS SINGLE PROPOSED VERIZON WIRELESS LEASE AREA SIDED 301tW EMERGENCY BACKUP DIESEL _ GENERATOR-AND DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED Prole t Number. Date: EXISTING 6-0" SUB-BASE DOUBLE WALLED 219 GALLON HIGH C.L.FENCE DIESEL TANK-REFER IO INSTRUCTIONS. MANUFACTURERS 04/14/15 SPECS FOR INSTALLATION INSTRUCTIONS. Drafter. Designer X SEE NOTES ON THIS SHEET RM RM EQUIPMENT LAYOUT PLAN Proje Manager Professional of Record AM JS Revlslon N. Sheet No. i B A-1 22•%34-SCALE:1/4-=I- 1 V%l-r "0'11•%17•SCALE:1/8•=1'-0• 4' 3 2' V 9• 4 PROPOSED COMPOUND PLAN 1 DO NOT SGAIE ORAwMGS CONTRACTOR WST VERIFY ALL —NS—AND ADVB:E CONSULTANTS OF ANv ERRORS Uk —S—NO VARNTIONS OR MODIFC 1—TO wORI[ SHO WN SHALL BE WLEWNTEDwITIgUT—WRITTEN APPROVAL.ALL PREVNri151SSUES OF—pUW WG ARE SUPERSEDEDB TIE LATEST REV—ALL DMWIIGS All, SPECIFICATIONS REWMTIEPROP—OFACOW CORI—Tq NOTE: NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER/ANTENNA MOUNT ANALYSIS PROVIDED BY CROWN CASTLE.THE CONTRACTOR SHALL REVIEW gENG INEFR THE APPROVED CROWN CASTLE TOWER STRUCTURAL ANALYSIS AND MODIFY.IF 18355PE r REQU RED,ANY APPLICABLE TOWER MEMBERS OR APPURTENANCE PRIOR TO INSTALLATION OF ANTENNAS AND COAX OREGON TOP OF LIGHTIA G7OP OF LIGHTNING ROD CABLES(REFER TO TOWER UPGRADE _ _ TOP OF LIGHTNING ROD DESIGN BY B*T GROUP DATED 04/0&175 FOR 124'-0'AGL TOWER MODIFICATION DETAILS - 124•-0-ACL E. JP Bff1fU7[11 DOE 0613(V15 - - TOP OF EXISTING MONOPOLE TOP OF EXISTING MONOPOLE ,; 116-0'AGL 116-0"AGL No Date Revision EXISTING CARRIER i{XISTING CARRIER _ ANTENNA ARRAY ____----EXISTING ANTENNA ARRAY (CRICKET) 2. '1 (CRICKET) A 02/25/15 9076 PZD REVIEW SET 8 04/14/15 ISSUED FOR ZONING 0 EXISTING CARRIER ISTING CARRIER LffANTENNA ARRAY J::CTENNA ARRAY 1 - (T-MOBILE) MOBILE) 2 3 EXISTING CARRIER ING CARRIER ANTENNA ARRAY ANTENNA ARRAY (CLEARWIRE) (CLEARWIRE) PROPOSED VERIZON WIRELESS f RAYCAP SPLITTER/SURGE Clio"' SUPPRESSOR MOUNTED TO MONOPOLE (7YP OF 4) PROPOSED VERIZON WIRELESS RRUlRRUA2 UNITS TOP OF PROPOSED VERIZON MOUNTED TO PROPOSED ANTENNA MOUNT(TYP WIRELESS PANEL ANTENNAS OF 16-12 PROPOSED,4 FUTURE) 79'-1"AGL TOP OF PROPOSED VERIZON WIRELESS PANEL ANTENNAS 7T-1'AGL verlLnwireless I mplemerrtation Team: FUTURE VERIZON WIRELESS RRUIRRUA2 UNIT(TYP OF 4,1 PER SECTOR Q 700MHz) PROPOSED VERIZON WIRELESS PROPOSEDN WIRELESS CROWN ANTENNA MOUNT(W/HANDRAILS) PANEL ANTENNA I(T(T-YP OF 16.4 CC CASTLE PER SECTOR) A&E Team --EXISTING CROWNEXISTING CROWN CASTLE 116-0' CASTLE 116-0" MONOPOLE MONOPOLE CONSULTING N C. PROPOSED VERIZON WIRELESS Project Info: HYBRIDOON PROPOSED VERIZON WIRELESS CONCRETE EXTERIOR CABLES LEW/CMOUNTAX PAD MOUNTED EQUIPMENT CABINETS(TYP EXTERIOR OF POLE SS ST J( POR OF 6)(BEHIND EXISTING FENCE) HANGERS 8 STAINLESS STEEL BANDS CASCADE (TVP OF 4 HYBRID LINES) 10185 SW CASCADE PROPOSED VEPoZON TIGARD,OR 97223 WIRELESS ICE BRIDGE WITH(4)HYBRID CABLES Tnle- PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS EXISTING CARRIER EXISTING & SINGLE SIDED 3OkW EMERGENCY GPS ANTENNA MOUNTED TO EQUIPMENT BEHIND EXISTING CARRIER BACKUP DIESEL GENERATOR PROPOSED ICE-BRIDGE LEG FENCE PROPOSED EQUIPMENT BEHIND FENCE 1 EXISTING 6'-0"CHAIN LINK EXISTING e'-0'CHAIN LINK ELEVATIONS FENCE WIBARBED WIRE FENCE W/BARBED WIRE 1 Project Number Date. 04/14/15 EXISTING GRADE EXISTING GRADE Drafter: Designer. AGL 0'-0'AGL RM RM Project Manager Profe—oral of Record. AM JS Revision No Sheet No: B A-2 22-"34'SCALE'1,6-1- EXISTING ELEVATION 11'x17'SCALE.3116'=P 2®, PROPOSED ELEVATION 1 11'A17'SCALE'.tn6=1'-0' 8' 6' a' 2' 0- e' W NOT SCALE DRAwmGS CONTRACTOR WST VERY ALS NagNS ANp AOv6E CONSIA TANTS OF ANv ERFORS OF OMiS IN NO VARNTgNS OR NO(XCATp 1w DIPLEXER NOTE: sN N LeE wLENENTEnSOFTH P WONGARE« O APPROVAL.ALL TIE EISSUESOEN OfUWNYG AHE 1. (6)NEW DIPLEXERS MOUNTED AL suPERSEOEo er T«E LITESTE E K0N ALL URAw•1cs Arx� REFER TO DFTAIL-A ANTENNAS(DIPLXER YCCDP 565.1 W) sPEcp x;ATio«s REwN.T«E PROPERTv of Acor PANEL 2. CONTRACTOR TO VERIFY WITH coaPORATx1N. ANTENNAS MANUFACTURER SPECS FOR MOUNTING DETAILS �l6 DOWNTILT — INEFR��Ey 3 BRACKETS DIPLEXER DETAIL IS SHOWN ASA 7(�REFERENCE AND IS SUBJECT TO CHANGE .55PE $ • 1 � � �OREGON� • • SECTOR FRAME ANTENNA MOUNT DIPLEXER MOUNTING D9RUgN pOE O6/30115 4 PLATE 8 • lY p S No Date Revisnn 1 U-BOLT EKTAII.♦ A 02125/15 90%PZD REVIEW SET CONNECTION TO \_Dip LEXER ANTENNA MOUNT T[DP affik KET B 04/14/15 ISSUED FOR ZONING 0 1 22'x34'SCALE.NOT TO SCALE DIPLEXER DETAIL 3 2 11'x77 SCALE NOT TO SCALE - 1 ANTENNA------.__ __ ANTENNA 2 MOUNTING PIPE - MOUNTING PIPE 3 MECHANICAL DOWNTILT KIT BY--_ _ J—MECHANICAL DOWNTILT KIT BY $ �J ANTENNA MANUFACTURER ANTENNA MANUFACTURER Ver%1 wireless • ANTENNA MOUNT BRACKETS BY Immplevlati Team: • ANTENNA MANUFACTURER ANTENNA MOUNT BRACKETS BY ANTENNA MANUFACTURER p 9 Cc CROWN BOTFOUcAtaRACKETr PANEL ANTENNA PANEL ANTENNA CASTLE A&E Team NOTE'. INSTALL PER MANUFACTURER ANTENNA— / \ INSTRUCTIONS MOUNTING PIPE PARTS: ITEM DESCRIPTIONTYPICAL TDP VIEW ANTENNA MOUNT BRACKETS BY LINKAGE ARM,INNER ANTENNA MANUFACTURER C O N S U L T I N G INC. z BRACKET,ANTI-ROT,TOP DIM 2 DIM 2 DIM 3 PANEL ANTENNA '3STRAP,POLE MOUNT Prged Info: '4 LINKAGE.6 MECH DEG,OUTER QTY DIM 1 DIM 2 DIM 3 POR 'S BRACKET TOP MOUNT,CELLULAR SECTOR ALPH4RPANEL CASCADE ANTENNA 1 2 51 4' 16.0" 3.7' 10185 SW CASCADE '6 BRACKET BOTTOM MOUNT,CELLULAR PANEL ANTENNA 2 2 98.5' 18.8' 9.1" TIGARD,OR 97223 171 BRACKET,SLIDER,6 DEG TILT '$ BOLT EX, SECTOR BETA Lravnry Tdw HHD Q Q O 1 ANTENNA 1 2 51 4" 16.0" 3.T '91 NUT.PLAIN HEX ANTENNA2 2 985, 18.8' 9.1' ha) BOLT.HEX HD CONSTRUCTION \'1) FLAT WASHER SECTOR GAMMA DETAILS ANTENNA 1 2 51 4" 16.0' 3.T IS44 SPLIT WASHER O L,,,J �—1" �-- ANTENNA2 2 98.5" 18.6' 9.t' 44 1 PIPE Project Number Dale: SECTOR DELTA 04/14/15 FRONT �C- S IDE ANTENNA 1 2 51.4" 16.0' 3.T Drafter Designer'. yDIM�2�. ANTENNA2 2 98.5" 16.8" 9.1' RM RM Project Manager: Professional of R—d AM is Revisan No. Sheat N. TOP SCALE NOT T SCA E B A-3 1'x34"SCALE:NOT TO SCALE MECHANICAL TILT MOUNTING DETAIL 11•x7 SCALE.NOT TO SCALE ANTENNA MOUNTING DETAIL 1 11'x1 T SCALE.NOT TO SCALE DO NOT SCALE ORAW INGS C a Al NUST VFl DIMENSIONS ANO AOVLSE CONSULTANTS OF ANY ERRORS OR PARTS LIST 8 2 7 4 0 UVAL OMIESIONS NO VARN TIONS OR MOOiCAT DNs Rx TO WG 51MLL BE INPL-TEO W-T PROM WRITTEN .AL BPREESOElN6 OLiAWG ARE MARK DESCRIPTION CITY OBy MCLATEST REV0N AOUAwNANU SPECIFS RE WIN THE PRO-OF ACOM 107689 CLIP ANGLE L coRPONATx1N. 108129 BACKING PLATE 4 6 976'3 BACKING PLATE 4 TYP.Ili PLACES 107642MOUNTING PLATE 4 107639 PLATE 8 14'-C) - 1181 . 108118 ..,FD PRL]cF 107671 PLATE 6 107672 GRATING 2 2 TYPDD TYP 9� EN �TNEER�\ 107673 GRATING 2 707638 ANGLE.14.4' 4 183551'E 107673 ANGLE.9.2' 4 - 107670ANGLE 70PLATFORM .Rtpett9 7640 PLATFORMM ARM 9.L' 4 4 MOUNTING PIPES ARE NCT PART OF KIT,THEY MUST \'Py BE ORDERED SEPARATELY HARDWARE LIST SYM CITY DE5CRIPTION 810 16 5/80 X 2 1/2 A325 BOLT.NUT.8 L W IE1i1MTgNM1E 08/30/75 FW <B 3/80 FLATWASHER -' J7 104 5/80 X 1 3/4 G5 BOLT.NUT.8 LW J32 24 5/80 X 8 G5 BOLT,NUT,8 L.W. P7 48 3/80 X 1 3/4 SOCKET HEAD BOLT.NUT AND LOCKWASHER ELEVATION PLATFpRM IPIN 1076381 USI 32 1/2 X Z 1/2%4 U-BOLT.F.W.,L 8 NUT v2'-1 m REFERENCE DRAWINGa C-107637 No Date Revision Z 48 GRATING CLIP 82740 PLATFORM-u'SEPARATION) / ^7 A 02/25/15 90X,PZD REVIEW SET PV TOTAL T.: 2750n B 04114115 ISSUED FOR ZONING O 1 2 3 SEE GRATING COIJN.DETAIL Z TYP. 1D7643 P7 107672 P7 Z :,Iiinl FIN GRATING GRATING 107638 107670 J17 TYP FW J7 TYP B PLACES 107642 GRATING CONN. DETAIL 1C7640 3'-1'-0' ven"rilwireless 108129 J32 10767 SECTION A.—A Implenler.alionTeom 1'-1'-0- TYPICAL 107643 DETAIL "Y` 1'- T-0' TYPICAL J7 107689 CCCROWN CASTLE 107689 97613 32 107640 SEE DETAIL Y. SECTION B—B 107638 9 1'. T-0" TYPICAL A&E Tram. Z a _- $HOWN _ GRATING FOR CLARITY 107638 Ab 0 NOTES: 0� \9' 076az J CONSULTING INC - o 107672 107670 1°7643 1 PLATFORM WILL SUPPORT 2-5 ANT ENNA5 0 14mill 'MA%SEPARATION GRATING O 107643 O J7 TYP Irl,lela Into PER FACE. NBOLTS ARE PROVIDED ��`� FOR 4 ANTENNAS PER FACE $EE DETAIL 'Z' POR 2. 2 3/80 MOUNTING PIPES AND CASCADE QUAD-BRACKETS ARE NOT PART OF _ B10 107639 CA101a5SW CASCADE THE KIT THEY MUST BE ORDERED _ TIGARD.OR 97223 SEPARATELY ) DETAIL "Z" 1,-1'-0' TYPICAL inwng Lik - CONCRETE' REINFORCING STEEL: oo ryol scAiE ORAwn cs.wN wcloH xusT VERs Ni 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, ' BUILDING CODE 1. REINFORCING BARS: ASTM A625, GRADE 60, DEFORMED BARS. E E.S.-ANO Ao-E CONsIATANTS OP ANY ERRORS(u: REQUIREMENTS FOR REINFORCED CONCRETE 'AND TO THE PROJECT NOTE: cwissx�Ns NO vxR ..OR Moo�E 10-To- 2. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. ALL ANTENNA AND COAX ANTENNA SHOWN SHALL IL eE•,1011EN1 EOO WOrrH-E-WIN R- TN SPECIFICATIONS. SHOWN ALL PRrvaus tss ORAwMCARE VERTICAL PLACEMENT TOLERANCE TO BE 3/8 INCH. GPS ANTENNA--- CABLE TO BE FURNISHED BY 3-1/2'0SCH40HOTDIPPED - suPERSEoEoev THE L..ES HE_..-�R -a ANo VERZIDN WIRELESS AND sPEc11-1- .-THEPrmPERTvoPAcoM 2. UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL DEVELOP A MINIMUM SUPPLIED BV GALVANIZED PIPE co- COMPRESSIVE STRENGTH OF 4000 PSI IN U.O.N. 3. REINFORCING STEEL TO BE DETAILED, FABRICATED, BENT AND PLACED VERIZON WIRELESS WSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND 3. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF ACI 315. VERIFY MOUNTING HEIGHT w/ CONCRETE IN ACCORDANCE WITH ACI 211, " PROPORTIONING CONCRETEVERIZON WIRELESS CM MIXTURES ", AND ACI 301, " SPECIFICATIONS FOR STRUCTURAL CONCRETE. 4. SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT PLAN OF ALL CONCRETE AND MASONRY REINFORCING STEEL SHOW ALL GPS ANTENNA SUPPLIED BY�, GRADE y<�1w�ryeER 4. READY-MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED. WALLS AND BEAMS IN FULL ELEVATION. VERIZON WIRELESS(ATTACH - - - \Il PER MANUFACTURERS _ 5 5. THE CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH RECOMMENDATIONS ICE BRIDGE PIPE LEG /� % / ° •� / 16355PE 5. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP \ OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3 4 INCH. ALL ACCESSORIES, BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS / NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED 1-11a"STD PIPE OTHERWISE. HEIGHT AS REQUIRED-�� 'Py 19 6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. f„ ° I- 6. WHERE INDICATED, REINFORCING BARS SHALL BE WELDED IN ANTENNA MOUNT MULTIPORPOSE H. JP 7. DO NOT USE CHLORIDE-CONTNNING ADMIXTURES. I I ° 18'OCONCRETE BASE ACCORDANCE WITH AWS D1.4 "STRUCTURAL WELDING CODE - ADJUSTABLE CLAMP 8. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. REINFORCING STEEL". o WIMINIM aIE 06/30115 a I °I 9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR 7. IN REINFORCED MASONRY WALLS, COLUMNS AND BEAMS, REINFORCING I C CONCRETE COVER: SHALL BE HELD IN PLACE WITH 'DUR-O-WALL' REBAR POSITIONERS, COAX CABLE COVER, OR APPROVED EQUAL., PRIOR TO GROUTING. INCHES No Date Revision CONCRETE CAST AGAINST AND 8. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, _ PERMANENTLY EXPOSED TO EARTH 3 PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO A 02/25/15 90%PZD REVIEW SET � CONCRETE EXPOSED TO EARTH OR PRINCIPAL REINFORCEMENT. FIFVATION WEATHER: LAP SPLICES: 18' B 04/14115 ISSUED FOR ZONING /6 THROUGH 1'18 BARS 2 /5 BAR OR SMALLER 1 1/2 o) SUBMIT PROPOSED LOCATIONS OF LAP SPUCES FOR APPROVAL o CONCRETE NOT EXPOSED TO WEATHER b) CONCRETE: PROVIDE CLASS B TENSION LAP SPICES U.N.O. 1 OR S CONTACT WITH GROUND: 27x34'SCALE:NOT TO SCALE 27z34'SCALE.NOT TO SCALE SLABS AND WALLS[ c) MASONRY: LAP SPLICE BARS A MINIMUM OF 40 BAR DIAMETERS 1l'AIT SCALE:NOT TO SCALE GPS ANTENNA J 11'x17'SCALE NOT TO SCALE CONCRETE DETAIL 4 2 114 AND #18 BARS 1 1/2 U.N.O. - Ill BAR AND SMALLER 1 3 _ d) WELDED WIRE MESH - MINIMUM LAP B INCHES, MEASURED COLUMNS BETWEEN OUTERMOST CROSS-WIRES OF EACH SHEET. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1/2 10.ENSURE THAT A MINIMUM OF 2 - /5 BARS ARE PROVIDED CONTINUOUSLY AT ALL SLAB EDGES BY ADJUSTING BAR LENGTHS OR cl crt PROVIDING ADDITIONAL TOP/BOTTOM EDGE BARS AS REQUIRED. 10.UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES FOR ALL REINFORCED CONCRETE SLABS. 11.PROVIDE 1 - k5 NOSING BAR FOR ALL SILLS, LEDGES, CURBS, PADS AND STEPS UNLESS OTHERWISE INDICATED. 11.PROVIDE CHAMFERS. REVEALS, REGLETS, RECESSES AND THE LIKE AS SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. FOUNDATIONS: 12.NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER 1. SHELTER: ALLOWABLE BEARING PRESSURE USED IN DESIGN 2000 PSF. � THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL 2. ABOVE PARAMETERS ARE ASSUMED. ALL FOUNDATION CRITERIA SHALL BE VERIFIED verlyOnwireless OF THE STRUCTURAL ENGINEER. BY SOIL ENGINEER IN WRITING TO ACOM CONSULTING PRIOR TO FABRICATION 13.PROVIDE CAST-IN-PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONS AND CONSTRUCTION. MFy. INCLUDING BUT NOT LIMITED TO: EQUIPMENT BASES, HOUSEKEEPING PADS, DESIGN DATA: 2010 OREGON STRUCTURAL SPECIALTY CODE 0 0. _ CURBS, PITS, UNDERGROUND DUCTBANKS. 8" im,len,ental",n seam. WIND SPEED: 80 MPH (3 SEC. GUST) 14. ALL ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A EXPOSURE: B IMPORTANCE FACTOR= 1.00 15.FLOOR SLAB TOLERANCE TO ASTM E1155: SPECIFIED OVERALL MINIMUM VALUE CROWN LE FLATNESS Fr=25 WITH LOCAL MINIMUM Fr=17, AND MINIMUM VALUE OF 3-1!2'0 SCH 40 HOT DIPPED CROWN FL=20 WITH LOCAL MINIMUM FL=15. MEASURE FL AND FF WITHIN 72 GALVANIZED PIPE FOR ICE BRIDGE `�"• \ ,�,�,,' CASTLE HOURS OF SLAB CONSTRUCTION. SUPPORT WITH END CAP �'`- 16.ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDGE, UNLESS OTHERWISE NOTED. HOT DIPPED GALVANIZED STEEL GRATING 17.CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR _ ``�``"' FROM EQUIPMENT TO TOWER DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. 18.CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR A&E Team DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL ELECTRICAL OPENINGS AND 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 DISTRIBUTION FOR ALL UTILITIES. 22'x34"SCALE:NOT TO SCA 11'x17'SCALE:NOT TO SCA CONCRETE AND REINFORCING NOTES J CONSULTING INC- AS REQUIRED RAYCAP SURGE o POR SUPPRESSORS(TYP OF 4) m CASCADE 10185 SW CASCADE TIGARD.OR 97223 tD 1 GALV/}"x 1�12 GA UNISTRUT D-g Title: ANCHORED TO ICE BRIDGE POSTS(6" PIPE STRAPS USED ON ALL UNISTRUT TO EQ PIE MOUNTINGS) ICE BRIDGE SUPPORT CONSTRUCTION PIPE FOINDATION j 3,"GALV ICE BRIDGE POSTS DETAILS WY END CAPS(TYP) I I Project Number Date 04/14/15 48'DEEP x 78' Drafter. Desigrler. CONCRETE AUGER ryp �J RM RM 48"DEEEP x 18'CONCRETE Protea Manager Professional of Record: AUGER(TYP) _1:Lj AM JS Revision No. Sheet No B A-4 27x34'SCALE:NOT TO SCA SCA RAYCAP MOUNTING DETAILS 7 11'x1T SCALE NOT TO SCALE 11 'z1T SCALENOT TO SCALE:NOTTOSCALE ICE BRIDGE DETAIL 1 . W NOi SCALE pUW MIOS.CONiIUCTIXi WET VERIFY KI. MODEL:RTURER: l5YPF- MANUFACTURER:ERICSSON DIWNSIONSANAA MECONSIATANISOFANYERRORSCa �,�" �,-T MODEL RRUS 12 ourssloNs.NO VMNT10NE oa eaOrcATw�s To 1 a MODEL:RCMDG3375-PFOB / sNowN slue NE wvI.E�NTEo wllNoul mioa wamEN HEIGHT:1'-T _3• HEIGHT:1'-T Avvaov,u.uEI—VNO sIs SOFTWE.oru— WIDTH:1'1• / -- suFEasEOEoer INE UTEslacvsnN.AU InAwsps ANo DEPTH:10" WIDTH:1'-T DEPTH:6' sPEcslcnTwNs aEwIN 1NE mol4aTr of ACw WEIGHT:28.0 LBS(WITH MOUNT) WEIGHT:58 LBS co— COLOR:DARK GRAY � COLOR OFF-WHITE �yt�In�V4, PLAN VIEW PIAN VIEW t8355PE PIAN NEW V-3" 3" 1-7' H. >P FAW111dl OIIR 06/30/15 No. Date Revision bD A 02125/15 90%PZD REVIEW SET B 04/14/15 ISSUED FOR ZONING A. p 10^ A 3 FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW I RONI VI[W SIDE VIEW Chen) 22'x34*s�:NOlroSCALE RAYCAP SPLITTER DETAIL 6 I1:,7'SCALE.NOTTOS ALE ERICSSON RRUS12A2 DETAIL 5 11.Jr NOT CLE ERICSSON RRUS 12 DETAIL 4 MANUFACTURER:ANDREWS \ MODEL:RBA72 "00 O O O O 00 HE GHT'84• 32" MANUFACTURER F ARES WIDTH:36' MODEL:PM63922RF verlZOnwireless DEPTH:39' HEIGHT:73' WEIGHT:4400 LBS(POWER CABINET:FULLY LOADED) _ WIDTH:32' " • 3900 LBS(BATTERY CABINET:FULLY LOADED) — -- DEPTH:32' COLOR:OFF-WHITE WEIGHT:807 LBS Implementation Team. COLOR:OFF-WHITE • • 'VEPoFV PROPER VOLTAGE 0 0 a PRIOR TO ORDERING CCCROWN CASTLE xY 3L / PIAN VIEW PLAN VIEW A&F Team'. ((w) 39" 36• 7CONSULTING INC. 32" 32" Prgea Into POR • CASCADE I 10165 SWCASCADE u TIGARD,D,OR 00223 Drawing Tito: O • Qo m o EQUIPMENT Q • DETAILS O • • O ber Proj-1 Num . pale: O 04/14/15 O Drafter Designer: _ RM RM \ • •� ea Manager euional d Record: AMJ Revision No Sheet No'. FRONT VIEW SIDE-VIEW Q FRONT VIEW SIDE VIEW g A-5 27x34'SCAE:NOT TO SCALE ANDREWS RBA72 CABINET DETAIL 3 -111: NOT TO SCALE CHARLES ENCLOSURE DETAIL 1 11'x1T SCAE:NOT TO SCALE DO NOT SCALE DNA-S CONTRACTOR MOST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR STUB UP 12'ABOVE SLAB OUISSIONS NO VARNTIONS OR MODE CATIONS TO WORN (MIN)COORDINATEIN AHGWN SHAL L BE IMPLEMENTED W-7 WRITTEN P-111- FIELD oveFIELD -314'CHAMFEREDGE-TVP ""BEDF D BY THE LATEST REVLSION ALL—INGs AND SPECIFICATIONS REMAN THE FAOPERTY Or ACOM CORPOFUTIDN. REINFORCED CONTRACTOR TO GRADE AND CONCRETE BLEND INTD EXISTING SITE SLAB GRADE %5� E�FINEFR yi\ if •fj 18355PE \ f E1P TIMD111E 06/30/15 MIN 4'OF#57 WASHED STONE VAPOR BARRIER UNDER SLAB, BED @ PERIMETER ON LANDSCAPE 6 MIL POLYVINYL WEED BARRIER No Date Revrsbn CONDUIT SWEEP -PREPARE SUBGRADE BY REMOVING A (12/25/15 9Q%PZD REVIEW SET EXISTINGTOP SOIL AND COMPACTING EXISTING GRADETO 95%RELATIVE B 04/14/15 ISSUED FOR ZONING DENSITY USING CLEAN COMPACTED FILL MATERIAL AS REQ'D 0 - 1 72'x34'SALE:NOT TO SCALE NOT TO SCALE SCA LE NOT USED 6 2z:x SCALE:NOT TO SCALE NOT USED 5SCA E:NOT TO SCALE 'x1TSALE�NOTTO3 ALE TYPICAL CONCRETE PAD SECTION 4 2 1,'A1T SCALE:NOT TO SCALE 3 NOTE' (-112'0 BOLT W/HILTI HIT-RE 500-SD ADHESIVE VERIFY LOCATION OF GENERATOR (ICC ESR-2322)WI 4 PER BOX FRAME. POWER STUB-UPS WITH MANUFACTURER COORDINATE W/CABINET OR GENERATOR PRIOR TO CONCRETE POUR MANUFACTURER 4.-0" I T:III�.I n 3" 3,-5. 3" ti If z Ve/"lZOn wireless 10'TMK CONC SLAB m W/#5@1T OC@MID SPAN + - - 01 i - _ f f I mplemenWt,on Team T rT_____________. 1 I I ` I I I I I r -E I I 1 I IE / _I-0I I I I ! 14'THK CONC SLAB Wf 2CC CROWN II �I OUTLINE OF GEN ` LAYERS OF#5 @ 1TOCBASE FRAME CASTLE i 14'THK CONC.SLAB W%L lV I I I j j f LAYERS OF#5 @ 17 OC I I I IT 6 BOTTOM) I I I NEW CONCRETE I I I I TOTAL OF(6)ANCHORS: SLAB j f �.riF Tr.Im I I I I 518'0 HILTI HAS ANCHORS I WMIT-HV150 MAX EPDXY, I I m I I I I 5-518'EMBEDMENT INTO to O� I I I I CONCRETE N 4 f f 1 I ' -t'CHAMFER EDGE 4 -1'CHAMFER EDGE I I f f ! TVP. TVP. iV I I I I4 CONSULTING INC. I I I IA-6 f / f A F II 11 I I I I f P,.Ie Info. I Io I PLAN VIEW 4 I I I I NOTE - POR b I I I VERIZDNWIRELESS EQUIPMENT CASCADE f I I I CABINETS TO BE MECHANICALLY 1/2.0 BOLT W/HILT[HIT-RE I I I ATTACHED TO CONCRETE PAD 500-SD ADHESIVE 10185 SW CASCADE L_1 ___1 J PER MANUFACTURER RECOMMENDATIONS (ICC ESR-2322)W/4 PER TIGARD,OR 97223 BOX FRAME.COORDINATE 12" 3"MINI TYP. C7 W/CABINET OR GENERATOR MANUFACTURER Drawlrg T41e: NEW CONCRETE SLAB 4'-0" 4•-0" 4•-0• / GALV.BOX FRAME FOUNDATION 3-7 /-PART OF CABINET GENERATOR DETAILS / PA 3-1/2" 3-1/2" Project Number. Date: X 04/14/15 r I Drafter. Desg— RM RM Project Manager. Professorial d Record. AM JS Revlslon No Sheet No SECTION VIEW B A-6 ll:x;7'sALE'NOTTOSCA E CONC. GENERATOR PAD DETAIL 3 ;;:;SCALE NOTTOSALE CAB ATTACHMENT DTL Z2-:34 z 7`SCALE 1/4'=1 2 2' CONCRETE PAD DETAIL 1 NOTES: DIM 2 DIM 2 DIM 3 �c .vim OTY DIM 1 DIM 2 DIM 3 PROPOSED ANTENNA AND COAX SCHEDULE OO NOT SCALE DRAWINGS CONIfUCTORMUSI V EBLI ALL 1. INSTALL ANTENNAS PER DIWNS"SANO urvsc CONSUTANTSOr YERRO-ON MANUFACTURER SPECIFICATIONS I I I SECTOR ALPHA SECTOR ALPHA NVMBER OF ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL OY�a5ro NOVARIATIONBORMOOIECAIpNStOwOPo( AZIMUTH TIP HEIGHT VENDOR MODEL s N Sr1ALL BE x�vLEWNTED WIN T Pain IRI—N 2. CONTRACTOR TO TORQUE ALL — ANTENNAS TILT TILT FEEDERS TYPE LENGTH EQUIPMENT MOUNTING HARDWARE PER WBX045T19X000-T02 2 51.4 16.0' 3.7" WPNovAE BYTHELATESIuesorlNspuwWc ARE AWS 55 79'-1' 1 AMPHENOL WBX045T19X000.T02 2' 1' RRU/RRUA2 —ERSEOEO Br TNEIATEBTarvPER ULauww;s ANIS MANUFACTURER SPEFICATKX4S X7C-FRO-840.4-04 2 985" 1$.$" 9.1" SPEC4�cATroas aEMAw nlE rworERly of ACOP 700 55° 77'-1' 1 CSS X7C-FRO-840.V-04 4 3' RRURRUA2 coRPorulroN. 1 HYBRID TBD 7D0 55° 77.1' 1 CSS X7C-FRO-840.V-00 4° 3° FUTURE PCS 55' 79'-1- 1 AMPHENOL WBXD45T19X000.TO2 2' 1° RRURRUA2 NUMBEROF ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL �G'� �M C SECTOR BETA SECTOR BETA AZIMUTH TIP HEIGHT ANTENNAS VENDOR MODEL TILT TILT FEEDERS TYPE LENGTHEQUIPMENT � 1"eWBX045T19XD00.T03 2 51.4 16.0" 3.T AWS 145' 79-1' 1 AMPHENOL WBX045T19X000.T03 3' 1° RRURRUA2 55PE o O O X7C-FRO-840-V-O6 z gg 5• lg g• g 1• 700 145° n'-1' 1 CSS X7C-FRO-640.V-O6 6° RRURRUA2 1 HYBRID TBD 700 145' 77'-1' 1 CSS X7C-FRO-840-V-06 6' 2' FUTURE PCS 145° 79'-1' 1 AMPHENOL WBX045T19X000.T03 3' 1' RRURRUA2 .p OREGON NUMBEROF ELEC MECH NUMBEROF FEEDER FEEDER ADDITIONAL. 7 �• SECTOR GAMMA AZIMUTH TIP HEIGHT ANTENNAS VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH EQUIPMENT H. JP SECTOR GAMMA AWS 220' 79'-1' 1 AMPHENOL WSX045T19X000-T03 3' 0' RRURRU112 ppRp MDy7E ()8/,10!15 WBX045719XOOb703 1 2 1 51.4 16.0" 3.7- 1 700 22D' 77'-1' 1 CSS X7C-FRO-840.V-02 2' 2' RRURRUA2 1 HYBRID TBD x7C-FRO-844v-a6 2 98.5" 18.8" g.1' 700 220° 77'-1' 1 CSS X7C-FRO-840.V-02 2' 2° FUTURE it, PCS 220' 79'-1' 1 AMPHENOL WBX045T19X000-T03 T 0° RRU/RRUA2 FRONT BACK SIDE NUMBER OF ELEC MECH NUMBEROF FEEDER FEEDER ADDITIONAL SECTOR DELTA AZIMUTH TIP HEIGHT ANTENNAS VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH EQUIPMENT No Date Revision DIM 2�e AWS 305' 79'-1' 1 AMPHENOL WBX045T1gXOD6T03 1 3' 1° RRURRUA2 "I "I A 02/25/15 90%PZD REVIEW SET 700 305' 77'-1- 1 CSS X7C-FRO-840.V-04 a' 3" RRURRUA2 I HYBRID TBD 0 700 305° 77'-1' 1 CSS X7C-FRO-8I0-V-04 4' 3° FUTURE B 04/16115 ISSUED FOR ZONING TOP PCS 305' 79'-1' 1 1 JAMPHENOLl WBX045T19X000.T03 3' 1° RRU/RRUA2 0 1 1 22'x34-SCALE NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 4 PROPOSED VERIZON WIRELESS 2 11'x1 T SCALENOT TO SCALE: AWS PANEL ANTENNA MOUNTED 3 _ TO PROPOSEDA TENNA MOUNT PROPOSED VERIZON WIRELESS h4 2-1f2"O GALVANIZED SCHEDULE 40 —2-1/2"0 GALVANIZED PCS PANEL ANTENNA MOUNTED .�'r PIPE x BG' - SCHEDULE 40 PIPE z 96" TO PROPOSED ANTENNA MOUNT `" Clier4: P� P MECHANICAL DOWN TILT KIT — DECT Q� PROPOSED VERIZON WIRELESS BY ANTENNA MANUFACTURER ��\ ---MECHANICAL DOWN TILT KIT A�fMC1y. — P 700 PANEL ANTENNA MOUNTED TO BY ANTENNA MANUFACTURER 305° PROPOSED ANTENNA MOUNT PROPOSED VERIZON OUNTWIRELESS DTO — verbwireless 700 PANEL ANTENNA MOUNTED TO _�'- PROPOSED VERIZON WIRELESS PROPOSED ANTENNA MOUNT v ANTENNA MOUNT w I <F �GJ ANTENNA MOUNT BRACKETS ANTENNA MOUNT BRACKETS PROPOSED VERIZON WIRELESS Implemerltatbn Tram. BY ANTENNA MANUFACTURER / BY ANTENNA MANUFACTURERD+ PROPOSED VERIZON WIRELESS \ R+U,1 :; PCS PANEL ANTENNA MOUNTED RAYCAP SPLITTERISURGE / - TO PROPOSED ANTENNA MOUNT SUPPRESSOR MOUNTED TO 1 '7 TOWER(TYR OF 4) �' Q PANEL ANTENNA PANELANTENNA r CROWN PROPOSED VERIZON WIRELESSccCAST L E / AWS PANEL ANTENNA MOUNTED 2-1/2"0 GALVANIZED SCHEDULE 40 f TO PROPOSED ANTENNA MOUNT EXISTING 116-0" PIPE x 96' \\\ �' MONOPOLE I ANTENNA MOUNT BRACKETS TOP VIEW i�/ BY ANTENNA MANUFACTURER I A&E Team: 1 w. PANEL ANTENNA PROPOSED VERIZON WIRELESS 22'x34'SCALE:NOT TO SCALE - /• AWPANEL ANTENNA MOUNTED 11'x 17'SCALE:NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 3 �' _ N Di! TO S PROPOSED ANTENNA MOUNT PROPOSED VERIZON WIRELESS— '" �S"'" elcr9 CONSULTING INC. PCS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT ter. Nfi Jy' �J _ 245• Project Info: _ PROPOSED VERIZON WIRELESS POR 700 PANEL ANTENNA MOUNTED TO �� <O. ✓. PROPOSED ANTENNA MOUNT CASCADE C7 10185 SW CASCADE TIGARD,OR 97223 PROPOSED VERIZON WIRELESS 700 PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT PROPOSED VERIZON WIRELESS RRURRUA2 \ NT(TY OFI 16 UNTS F72PROPOSED 4 FUTURE NTED TO PROOSED 70OMHx)P PROPOSED PROPOSED VERIZON WIRELESS ANTENNA PCS PANEL ANTENNA MOUNTED CONFIGURATION PROP SED TO PROPOSED ANTENNA MOU SED VERIZON WIRELESS NT AWS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT Pro)eot NOmber Date: 04/14/15 Drafter Designer x RM RM Protea Manager ProfesSiOnal Of Reco rt AM JS Revision No Sheet No'. B RF-1 ;r:ITSCALE NOT TOSCALE ALE NOT USED 2 1'x1TSCALE 1/4-1-0"` 2 0' 2 PROPOSED ANTENNA CONFIGURATION 1