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CUP2018-00006
l J N n © n I © © © NOTICE OF TYPE I DECISION MINOR MODIFICATION TO APPROVED : 11 1,9 CONDITIONAL USE CUP2018-00006 WCCCA T I GARD 120 DAYS = December 21, 2018 SECTION I. APPLICATION SUMMARY FILE NAME: WCCCA CASE NO.: Minor Modification (MMD) CUP2018-00006 PROPOSAL: The applicant requests a minor modification to a previously approved conditional use (Case No. CUP2003-00010) for an existing wireless communications facility at 10310 SW Canterbury Lane. The site contains an existing monopole tower, an approximately 200-square-foot equipment shelter,and related accessory equipment. The applicant proposes to remove and replace antennas,a generator,a sound barrier wall,a propane tank,and two concrete pads.The applicant also proposes to remove and replace two wall-mounted HVAC units,and roofing and siding materials on the existing equipment shelter. As a result of these modifications, the existing fenced area for the facility's accessory equipment will be expanded, as the new equipment will be larger in size than the existing equipment.Existing trees and landscaping will be removed and replaced in order to accommodate this expanded fenced area. APPLICANT: Washington County Consolidated Communications Agency Attn: Ken Seymour 17911 NW Evergreen Place P.O. Box 6375 Beaverton,OR 97006 OWNER: Intergovernmental Water Board (City of Durham,City of King City,City of Tigard,and Tigard Water District) Attn:John Goodrich 8777 SW Burnham Street Tigard,OR 97223 LOCATION: 10310 SW Canterbury Lane;WCTM 2S11IBC,Tax Lot 2600 ZONING DESIGNATION: R-3.5: Low-Density Residential Zone. The R-3.5 zone is designed to accommodate detached single-family homes with or without accessory dwelling units at a minimum lot size of 10,000 square feet. Duplexes are permitted conditionally. Some civic and institutional uses are permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.450 and 18.740.020.0 CUP2018-00006 WCCCA 1 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. 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 on the south side of SW Canterbury Lane,west of SW 103` Avenue,and east of SW 106th Avenue. The property is also located directly adjacent to East Butte Heritage Park. The property is owned by the Intergovernmental Water Board (which includes the City of Durham,City of King City,City of Tigard,and Tigard Water District),and contains two water reservoirs and associated structures. In 2003, the City of Tigard Hearings Officer approved a Conditional Use Permit(Case No.CUP2003-00010) on this property for a wireless communications facility operated by the Washington County Consolidated Communications Agency(WCCCA).This approval was for a monopole tower,a 200-square-foot equipment shelter,and related accessory equipment.The property is zoned Low-Density Residential (R-3.5). SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.740 Conditional Use: 18.740.020 Approval Process C. Minor modification of approved or existing conditional use. 2. An application for a minor modification shall be processed through a Type I procedure, as provided in Section 18.710.050The approval authority shall approve or approve with conditions the minor modification application when all of the following are met: a. The proposed development is in compliance with all applicable requirements of this title;and The previously approved conditional use (Case No. CUP2003-00010)was for a wireless communications facility in support of an Emergency Services use—Washington County emergency communications. In addition to the approval criteria for minor modification to a conditional use,the proposal is also subject to the approval criteria for wireless communication facilities that are subject to conditional use review. These additional criteria are addressed below.As demonstrated through the findings in this decision,this proposal complies with all applicable requirements of this Title.This criterion is met. b. The modification is not a major modification as defined in subsection A of this section. The applicant is not proposing any of the changes outlined in CDC 18.740.020.B.2. Therefore, this proposal is not a major modification. This criterion is met. 18.450 Wireless Communications Facilities 18.450.050 Uses Permitted Subject to Conditional Use Review A. Uses permitted.The approval authority shall review the uses subject to conditional use review, using approval criteria provided in Subsection 18.450.050.B. The following uses are subject to CUP2018-00006 WCCCA 2 approval under this section: 1. Towers in residential zones. A tower, including antennas, other support equipment or accessory equipment buildings,in any residential zone; The existing tower was previously approved through a conditional use review process. The applicant now requests a minor modification to the approved conditional use for an existing wireless communications facility in a residential zone. Accordingly,this application is being processed through a Type I procedure. B. Review criteria.Any use subject to conditional use review,shall be reviewed using the following: 1. Protection of points of visual interest. a. Views from residential structures located within 250 feet of the proposed wireless communication facility to the following points of visual interest shall be protected to the greatest practical extent: i. Mountains; ii. Significant public open spaces; iii. Historic structures. b. The following standards, and only the following standards, shall be used to protect the above identified points of visual interest to the greatest practical extent if views from a residential structure located within 250 feet from a proposed wireless communication facility to a point of visual interest specifically identified above is significantly affected: i. Investigate other locations within the same lot where such visual impacts can be minimized overall; ii. Investigate alternative tower designs that can be used to minimize the interruption of views from the residence to the point of visual interest; iii. Minimize visual impacts to the point of visual interest referred to above, by demonstrating that collocation or the use of other structures within the applicant's service area is not feasible at this time; iv. Minimize visual impacts by varying the setbacks or landscaping standards that would otherwise be applicable,provided the overall impact of the proposed development is as good or better than that would otherwise be required without said variations. 2. Color.Towers shall have a non-reflective surface and a neutral color that is the same or similar color as the supporting structure to make the antennas and related equipment as visually unobtrusive as possible,or, if required by the FAA, be painted pursuant to the FAA's requirements; 3. Setbacks. Towers shall be set back from the property line by a distance equal to the height of the tower. An adjustment may be obtained to reduce this setback, using the approval criteria in 18.790.030.B.7; 4. Tower spacing.No new tower in a residential zone shall be allowed within 2,000 feet of an existing tower.No new tower in nonresidential zones shall be allowed within 500 feet of an existing tower. If, having completed the collocation protocol outlined in Section 18.450.060 without success, the provider will be required to build a tower less than the distances specified above, an adjustment shall be obtained in compliance with 18.790.030.B.7. The applicant is proposing to remove and replace antennas and related equipment on an existing monopole tower at the subject site. Staff reviewed the applicant's elevation drawing to confirm this modification will not create a significant change in visual impact.The applicant is not proposing to modify the height,design, or color of the existing monopole tower.Additionally,the applicant is not proposing to move or relocate the existing monopole tower.Therefore,these criteria do not apply. CUP2018-00006 WCCCA 3 5. Lighting.No lighting shall be permitted on a tower except as required by the FAA; The applicant is not proposing any lighting with this project.Additionally,a condition of approval from Case No. CUP2003-00010 prohibits lighting on the existing monopole tower.This criterion is met. 6. Fencing and security. For security purposes, towers and ancillary facilities shall be enclosed by a 6-foot fence; The applicant proposes to expand an existing fenced area for accessory equipment from 30 feet by 44 feet to 30 feet by 50 feet. Staff reviewed the applicant's elevation drawing to confirm that the expanded area will be enclosed by a 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 that will reach 6 feet in height and 95 percent opacity within 3 years of planting. b. When adjacent to or within residentially-zoned property,freestanding towers and accessory equipment facilities shall be screened by the planting of a minimum of 4 evergreen trees at least 15 feet in height at the time of planting.The planting of 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. The applicant proposes to remove two trees and landscaping,in order to accommodate an expanded fenced area for the facility's accessory equipment. These trees and landscaping were originally required under Case No. CUP2003-00010.Accordingly, the applicant proposes to replace any trees and landscaping that will be removed with those of equivalent quantity, type, and species,in a manner to achieve the original intent of the approved landscaping and screening plan from Case No. CUP2003-00010.These criteria are 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(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 subject property is located in a residential zone (R-3.5 Low-Density Residential).The adjacent property to the east is occupied by a detached, single-family home,and the adjacent property to the west is occupied by multifamily housing units.These homes are considered noise-sensitive land uses.The applicant proposes to remove and replace two wall-mounted HVAC units and a generator.The applicant provided sound level estimates to the nearest noise-sensitive land uses. The sound level estimate for the HVAC units is 40 dBA, which meets the sound level restrictions adjacent to noise-sensitive land uses for both day (50 dBA) and night(40 dBA).The sound level estimate for the generator is 43 dBA,which meets the daytime sound level restriction, but exceeds the nighttime sound level restriction. However, the applicant's materials state the generator is intended for emergency purposes only, and will run once a week for a maximum of one hour during daytime hours,for maintenance and testing purposes only. Since the generator is not intended to run at night, staff finds it acceptable that the generator only meets the daytime sound level restriction. Additionally, the applicant intends to install a wooden sound barrier wall around the generator,which will further reduce the sound levels from the estimates provided above.This criterion is met. CUP2018-00006 WCCCA 4 CONCLUSION: The proposal is a minor modification of an approved conditional use and is in compliance with the applicable requirements of this Title. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was provided to: X The applicant and owner Final Decision: A minor modification is a Type I procedure. As such, the Director's decision is final for purposes of appeal on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision is not appealable locally,and is the final decision of the City. THIS DECISION IS FINAL ON SEPTEMBER 6, 2018, AND BECOMES EFFECTIVE ON SEPTEMBER 7, 2018. Questions: If you have any questions,please contact Lina Smith at (503) 718-2438 or LinaCS111111W (�ti ar or.gov. �`- � September 6,2018 APPROVED BY: Lina Smith,Assistant Planner Community Development Director's Designee CUP2018-00006 WCCCA 5 RECEIVED 111 City of Tigard AUG 1 6 2018 a COMMUNITY DEVELOPMENT DEPARTMENT CITY OF_ TIGARD TIGARD Minor Modification Type I ApplleitiohNEERING PROPOSAL SUMMARY (Brief description) REQUIRED SUBMITTAL Replace existing generator and concrete pad with new. ELEMENTS Replace existing propane tank and concrete pad with new. Owners Signature/Written Replace siding, roofing and HVAC units on existing shelter. Authorization Address other civil site upgrades to the facility. Title Transfer Instrument or Deed Expand fenced area from 30' x 44' to 30' x 50'. Rs Site Plan(2 large plans drawn to scale and one reduced to 8.5"x111/2") e address/location(s): 10310 SW CanterburyLane Applicant's Statement/Narrative Property (2 copies)Address criteria in: 'IDC 18.780.040.B Tax map and tax lot #(s): 2S 111 BCO2600 Filing Fee Site size: Lot: 2.06 Acres Project area: 1,500 sq ft FOR iz S rA> t l I s l: UNI.\ Case No.: CV?2 OM-0000(Q Applicant'Washington County Consolidated Communications AgencyRelated CaseNo.(s): Address: 17911 NW Evergreen Place Application Fee:_q'I`1 City/state: Beaverton, OR Zip: 97006 _ Application accepted: Phone: 503-267-1947 Email: donforsberg45 c@gmail.coml By: � Date: �!Ke I I% Application determined complete: PROPERTY OWNER/DEED HOLDER(S)* ❑Same as Applicant liv: LS Dale. eJ Name: City of Tigard —-- I:\CommunityOevelopment\IandUseAppllrations\02_Formsand Address: 13125 SW Hall Boulevard Templates\Land Use Applications Rev 12/14/2017 City/state: Tigard, OR Zip: 97223 * When the owner and the applicant are Contact name: Public Works different people,the applicant must be the purchaser of record or a lessee inpossession Phone number 503-718-2591 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 18.780.040(B)or 18.740.020(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 SUBMITTAL ELEMENTS as described on the front of this application in the"Required Submittal Elements"box. THE APPLICANTS) SHALL CER'T'IFY THAT: • The above request does near violate nn.y deetrestrictions that inay,beattached to or imposed upon the subjtCti ?arty. • 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. SIGNA S of each owner of the subject property required. / Oiti, Olj i.=° G ?---C\ 7) - ( 4-rg Applicant'- gnaturc Print name Date 41 ,/ , ( kJ ei (--t C C c 4k ,C Pt( 7/z Y /1 ( vcrs sigu Print name Date Owner's signature Print name Date ADDITIONAL OWNER/DEED HOLDER INFORMATION Name: tireti‹.:16L%eig. `,'/Xt-c2i'c. f�_,`/ �':,e 1B at _ Address: .f 7] S '8C:t-lu k/314A. e1` Address: City/state: b Zip: 9 .7 2 2 -7 _ Lit.. ' City/state: Zip: Signature: /".- �__,./+_ .r►i► - - _ . Signature: _ e( 72/ 0 1 7--/---/‘,5*-2../- MINOR MODIFICATION APPLICATION City of Tigard • 13125 SW Ilan Blvd. • Tigard,Oregon 97223 - www.tigard-or.gov • 503-718-2421 • Page 2 of 2 Washington County,Oregon 2008-045199 05/19/2008 12:07:34 PM D-DB8 Cntal Stnr2g RECORDS1 $40.00$5.00;11.00-Total a;54.00 RECE. AFTER RECORDING,RETURN TO: u TAX ,S' od(rE'Mf N"T -Tor. AUG 1 6 2018— 11111111lnI1111111111 I1111111 • 01251957200800451990080088 Attn: Timothy V. Ramis I,Richard H°bemJcht,Director of Assessment and CITY �f' �C� � Taxation and Ex-Officio County Clerk for Washington ` Jordan Schrader Ramis PC pi AN�;( G �, County Orapon,do hereby cart that the within y • Ky �E�'`�fl ��( Instrument of writing was received and recorded In the Two Centerpointe, 6th Floor book of records of Bald coup& . p•_ C L�a+ycx • Lake Oswego, OR 97035 Richard Hobemicht,Director°,Assessment and "�`` '>• Taxation,Ex-Officio County Clerk ���' CERTIFICATE OF RE RECORDING The attached Bargain and Sale Deed and Exhibit A are being re recorded to correct an incorrect legal description recorded as Document Number 2007-072292. Washington County,Oregon• U2� 7-X72292 06/29/2007 10:25:36 AM V D-068 Cnt■1 Stn■2Q RECORDB1 $25.00$6.00$11.00-Total a$42.00 AFTER RECORDING, RETURN TO: 111111 III 11111111 Attn: Timothy V. Ramis 011347622007 i r 920050050 Richard HobemleM,Directo moment and }`i',1,Y Ramis Crew Corrigan, LLP Taxation and Ex-Officio C• Clerk for Washington �, � County,Oregon,do • certify that the within ,�� t,�:",. t, Instrument of s received■ dItird=Vi,;;;,,,,1,; 1 27 NW Hoyt Street book of reco• •f:aid cou • ; Portland OR 97209 ':+`,=> Rl •Hobemicht,Dire or of Assessment and �n'��T�•E:J"' Taxation,Ex-Officio County Clerk BARGAIN AND SALE DEED TIGARD WATER DISTRICT, ("Grantor") conveys to the TIGARD WATER DISTRICT, CITY OF TIGARD, CITY OF DURHAM AND CITY OF KING CITY, as "Tenants In Common" with the following undivided interests: City of Tigard 70% Tigard Water District 22% City of Durham 2.5% City of King City 5.5% the following real property known as the Canterbury Property and legally described as, See Attached"Exhibit A: Property Description" Subject to any easements, rights of way, and reservations as the same may exist or appear of record. Subject also to the Tenancy In Common Agreement dated �uAL 2 , 2007. The true consideration for this conveyance is Zero Dollars ($0.00). THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930. Dated this cQ,S - day of Jam_ , c20()-7--: GRANTOR: ALIA:- 4or, ' Rku�1Coryni.516-xic ignature, Tigard Water District Print N.j e and Title of Signing Official (Notarial Certificate on following page) Bargain and Sale Deed for the Canterbury Property Page 1 of,2'4- A / \oG 9 i STATE OF OREGON ) ) ss COUNTY OF Wshif)izrn ) This instrument was signed before me on jl t e. 25 1001- by beer ?1Li2fi • ,15),,,L.7472.(--,&' .;''r OFFICIAL SEAL Notary Public � GREER A GASTON e:,_;-.4:4R., My Commission expires: /d-/0'D .���NOTARY PUBLIC-OREGON COMMISSION NO.373020 MY COMMISSION EXPIRES OCT.10,2007 Pik,gyp. Bargain and Sale Deed for the Canterbury Property Page 2 ofi 4 Ge 207-BDated this ot7 day of Jlk,u _ , 4207:- By y its execution of this deed, the Tigard Water District hereby approves this conveyance. GRANTEE: / EO) , eI5f1t :igned, - igar Water District Print Name and Title of Signing Official � g STATE OF OREGON ) ) ss COUNTY OF / /. 44 ) This instrument was signed before me on u.. 2 /0,01---by 6evute, • 475)L-. � '•. OFFICIAL SEAL Notary Public As GREER A GASTON My Commission expires: ID-I D ��-- -* NOTARY PUBLIC-OREGON COMMISSION NO.373020 MY COMMISSION EXPIRES OCT.10,2007 Dated this &I)/7 day of 0-14, , alba . By its execution of this deed, the City of Tigard hereby approves this conveyance. GRA EE: l_ F� J 6rd-die") E 3uehn.e fel 6 Signed, City of Tigard Print Name and Title of Signing official / nei!or STATE OF OREGON ) ) ss COUNTY OF Yash ) This instrument was signed before me on JGC Z 2 ) - by Lre he.n E. .3ueu nu"' . Notary Public �'�'• OFFICIAL SEAL My Commission expires: /0-/D-D - , GREER A GASTON V-1,0 NOTARY PUBLIC-OREGON COMMISSION NO.373020 MY COMMISSION EXPIRES OCT.10,2007 Bargain and Sale Deed for the Canterbury Property Page 3 of 4 Dated this 15&- day of Jit , a7Q67- By its execution of this deed, the City of Durham hereby approves this conveyance. GRANTEE: ,t)&iU1012,Q Crx,„„(0 PJ , kw1' i/) 64 6017&tor Signed, City of Durham Print Name and Title of Signing Official STATE OF OREGON ) ) ss COUNTY OF Wa j ) This instrument was signed before me on fG Jti.. 2 iD? by 'Pairs CL W &rro ll • OFFICIAL SEAL 2 GREER A GASTON ��NOTARY SI 43j [ 45%/1--g Notary Public COMMISSION N0.373on My Commission expires: ID-/ D- DMY COMMISSION EXPIRES OCT. 10,2007 Dated this &8l day of 3 , o?D!J By its execution of this deed, the City of King City hereby approves this conveyance. GRA TEE: /14 n Li C1ati'eihr R'c..4_,--0/ 41_ /4,,yir Signed, City of King City Print Name and Title of Signing Official STATE OF OREGON ) ) ss COUNTY OF rri / j e /1/ ) I!,, . This instrument was signed before me on ` tilL. 22 Yill 2D oD7 by — " , ,: Mihard. l ti, /i7 k 7f,rn 1.____," .,,,,---,./ Notary Public -. OFFICIAL SEAL My Commission expires: f Q`/9^D VGREER A GASTON 1 NOTARY PUBLIC-OREGON COMMISSION NO.373020 MY COMMISSION EXPIRES OCT. 10,2007 Bargain and Sale Deed for the Canterbury Property Page 4 of 4 EXHIBIT A CANTERBURY PROPERTY DEED LEGAL DESCRIPTION OF PROPERTY Beginning at the northwest corner of Lo. 5, Tigardville Heights a subdivision of record in Section 11 Township 2 South, Range 1 : t of the Willamette Meridian, in Washington County, Oregon, running thence South 1°-1• West along the West line of said subdivision 165 feet to the Southwest corner o' of 5,thence East along the South line of Lot 5, 264 feet; thence North and parallel with the West line of said lot 165 feet to the North line thereof; thence West 264 feet to the plac= of beginning; Together with an easement over the following described tract of land: Beginning at the Northeast corner of the above describ-• property; thence East along the North line of Lot 5, Tigardville Heights, to the center of urdock Avenue, thence South along said center line a distance of 12 feet, thence West an, parallel with the North line of Lot 5,to the East line of the above described tract of lan•, thence North a distance of 12 feet to the place of beginning. EXHIBIT A to BARGAIN and SALE DEED LEGAL DESCRIPTION OF CANTERBURY PROPERTY PARCEL I: Beginning at the Southeast corner of Lot 7,TIGARDVILLE HEIGHTS, a plat of record recorded in Plat Book 2, Page 38, in Section 11,Township 2 South, Range 1 West, Willamette Meridian, in the County of Washington and State of Oregon; thence West, along the South line of said Lot 7, a distance of 297.66 feet,to the Southeast corner of that parcel of land conveyed to Tigard Water District, recorded August 14, 1973, in Book 932, Page 281, Records of Washington County, Oregon re-recorded September 18, 1973 in Book 945, Page 398, said Records;thence North 01°19' East, 346.70 feet, along the East boundary of said parcel, to a point which is South 01°19' West, 11 feet, from the Southwest corner of that parcel of land described in Book 529, Page 452, Deed Records of Washington County;thence North 89°33' East, parallel with the Southerly line of said parcel, 136.66 feet; thence North 01°19' East, 148.30 feet,to the North line of Lot 5,TIGARDVILLE HEIGHTS, said point also being the center line of that street dedicated to the public in Book 758, Page 848;thence North 89°33' East, 161.00 feet,along said North line of Lot 5,to the Northeast corner of said Lot 5; thence South 01°19' West,along the East line of Lots 5, 6, and 7, a distance of 503.58 feet,to the point of beginning. EXCEPTING THEREFROM that portion conveyed to the City of Tigard for the right of way purposes by Deed recorded October 6, 1969, in Book 758, Page 841, Washington County Deed Records. PARCEL II: A tract of land situated in Section 11,Township 2 South, Range 1 West of the Willamette Meridian and being a part of Lot 6,TIGARDVILLE HEIGHTS, recorded in Plat Book 2, Page 38 in the City of Tigard, County of Washington and State of Oregon, being more particularly described as follows: Beginning at the Northwest corner of said Lot 6, which Northwest corner is also the Southwest corner of that certain tract of land conveyed to the Tigard Water District as recorded in Book 276, Page 659, Deed Records, Washington County,Oregon. From said place of beginning thence North 89°36' East along the Northerly boundary of said Lot 6, 214.00 feet to an iron rod; thence leaving said Northerly boundary of said Lot 6, South 1°19' West 52.8 feet to an iron rod;thence South 89°36' West parallel with said Northerly boundary of Lot 6, 214.00 feet to the Westerly boundary of said Lot 6;thence North 1°9' East 52.8 feet to the place of beginning. PARCEL III: That portion of Lot 6,TIGARDVILLE HEIGHTS, recorded in Plat Book 2, Page 38, in the County of Washington and State of Oregon,described as follows: Beginning at a point South 1°19' West 52.8 feet from the Northwest corner of said Lot 6, said point being the Southwest corner of the Tigard Water District tract as described in Deed recorded October 30, 1967 in Book 666, Page 243, Records of Washington County;thence North 89°36' East 214.00 feet to the Page 1 50014-36792135305.doc\LD/515,2008 Southeast corner of said District tract;thence South 1°19' West 33.0 feet to a point;thence South 89°36' West parallel with the Northerly line of said Lot 6 a distance of 214.00 feet to the West line of said Lot 6; thence North 1°19' East 33.0 feet to the point of beginning. PARCEL IV: Beginning at the Southwest corner of Lot 7,TIGARDVILLE HEIGHTS, recorded in Plat Book 2, Page 38, in Section 11, Township 2 South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon; thence North along the West line of said Lot 7 and Lot 6 of TIGARDVILLE HEIGHTS to a point which is the Southwest corner of that parcel of land deeded to Tigard Water District recorded March 16, 1970, Book 774, Page 11, Records of Washington County, Oregon; thence North 89°36' East 214.00 feet to the Southeast corner of said District tract;thence North 01°19' East along the East line of said District tract and an extension thereof to a point on the North line of Lot 5 in said TIGARDVILLE HEIGHTS, said point also being on the centerline of that street dedicated to the public in Book 758, Page 848; thence along the centerline of said street East 50 feet to a point which is North 89°33' East(Plat North 89°38' East)264 feet from the Northwest corner of said Lot 5, TIGARDVILLE HEIGHTS; thence South 01°19' West parallel with said Westerly boundary of Lot 5 to a point in the center of Southwest Murdock Street; thence West along the center of Southwest Murdock Street to the point of beginning. EXCEPTING THEREFROM that portion lying within that certain tract of land described by Bargain and Sale Deed recorded June 29, 2007 as Recorder's Fee No. 2007-072292, Washington County Deed Records. PARCEL V: Beginning at the Northwest corner of Lot 5, TIGARDVILLE HEIGHTS, recorded in Plat Book 2, Page 38,a subdivision of record in Section 11,Township 2 South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon; running thence South 1°19' West along the West line of said subdivision 165 feet to the Southwest corner of Lot 5;thence East along the South line of Lot 5, 264 feet; thence North and parallel with the West line of said lot 165 feet to the North line thereof; thence West 264 feet to the place of beginning. EXCEPTING THEREFROM that portion conveyed to the City of Tigard for right of way purposes by Deed recorded October 6, 1969 in Book 758, Page 848, Washington County Deed Records. ALSO EXCEPTING THEREFROM that portion dedicated to the public by Street Dedication recorded June 25, 1976 in Book 1093, Page 582, Washington County Deed Records. Page 2 50014-36792135305.docULD/5'15/2008 9 - 1 - 1 ., ., WC CCA R C I" .r OF TIGARD POLICE •FIRE•MEDICAL POLICE • FIRE • MEDICAL Approved by,PI nning Date: �/1..�(� f� PROJECT INFORMATION: SITE NAME: / W-2 initials: kc -r' CANTERBURY CANTERBURY LOCATION: 10310 SW CANTERBURY LANE TIGARD,OR 97224 10310 SW CANTERBURY LANE, TIGARD, OR 97224 DATE RELEASE 2/2/18 PRELIM UPGRADE DWGS • 3/6/18 PRELIM UPGRADE DWGS 3/30/18 PRELIM UPGRADE DWGS SHEET INDEX PROJECT INFORMATION PROJECT INFORMATION CONTINUED DRIVING DIRECTIONS DOCUMENT REVIEW 4/10/18 FINAL UPGRADE DWGS 420118 FINAL UPGRADE DWGS CONSTRUCTION SUBMITTAL: 5/3/18 FINAL UPGRADE DWGS PROPERTY OWNER: APPLICANT: FROM 17911 NW EVERGREEN PKWY,BEAVERTON,OR 97006: SIGNATURE DATE 7/24/18 FINAL UPGRADE DWGS T 1 COVER SHEET CITY OF TIGARD WASHINGTON COUNTY CONSOLIDATED COMMUNICATION AGENCY 7/z7 13125 SW HALL BLVD 17911 NW EVERGREEN PARKWAY 1. HEAD NORTHWEST ON NW EVERGREEN P7/27/18 FINAL UPGRADE DWGS KWY TIGARD,OR 97223 PO BOX 6375 0.4 MI 7/30/18 FINAL UPGRADE DWGS G-1 GENERAL NOTES 8/8/18 FINAL UPGRADE DWcs BEAVERTON,OR 97007-0375 2. TURN RIGHT ONTO NW 185TH AVE C-1 OVERALL SITE PLAN CONTACT: 0.2 MI ZONING: CITY OF TIGARD PUBLIC WORKS RON POLLUCONI 3. TURN RIGHT TO MERGE ONTO US-26 E TOWARD PORTLAND DON FORSBERG 503-267-1947 DRAWING INFORMATION: 8777 SW BURNHAM ST 503-690-4911 EXT.266 0.4 MI THIS DRAWING IS COPYRIGHTED AND IS THE SOLE C-2 ENLARGED SITE PLAN TIGARD,OR 97223 4. MERGE ONTO US-26 E PROPERTY OF THE OWNER IT IS PRODUCED SOLELY C 3 INTERIOR SHELTER PLAN 503-718-2591 4.3 MI APPLICANT: FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR PROJECT MANAGER: 5 TAKE EXIT 69A TO MERGE ONTO OR-217 S TOWARD TIGARD/ RON POLLUCONI 503-690-4911 EXT 266 THE INFORMATION CONTAINED IN IT IS FORBIDDEN C-4 CIVIL&R56 UPGRADE DETAILS KEN SEYMOUR SALEM WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 503-720-2200 5.8 MI C-5 SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT COUNTY: JURISDICTION: 6. TAKE EXIT 6 FOR OR 99 W TOWARD TIGARD/MCMINNVILLE PLANS PREPARED BY: WASHINGTON COUNTY CITY OF TIGARD 0.2 MI PROJECT MGR: C-5.1 SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT II ZONING CONTACT: 7 KEN SEYMOUR 503-720-2200 TURN RIGHT ONTO OR-99 W S/PACIFIC HWY W CLI S1.TI.1�g ZONING: DON FORSBERG 1.9 MI C-5.2 SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT III R-3.5 SECURASITE LLC 8. TURN LEFT ONTO SW CANTERBURY LANE Civil Engineers 1631 NE BROADWAY,PMB 100 0.3 MI CONSTR. MGR: C-5.3 SHELTER TIE-DOWNS PORTLAND,OR 97232 BRYCE FOSTER 503-358-2125 Don Cushing Associates PARCEL NUMBER(S)&AREA: 503-267-1947 DESTINATION WILL BE ON THE RIGHT Civil Engineers C-6 GENERATOR&PROPANE TANK DETAILS TAX LOT#:2S111BCO2600,PARCEL#R502423 donforsberg45@gmail.com 89,733.6 SQ FEET± 107 SE WASHINGTON STREET C-6.1 ONE-LINE DIAGRAM 2.06 ACRES± SUITE 265 EST.TIME: 23 MINS PORTLAND,OR 97214 C 7 TOWER ELEVATIONS PROJECT DESCRIPTION: EST.MILEAGE: 13.4 MI (503)387-5331 WASHINGTON COUNTY CONSOLIDATED COMMUNICATION AGENCY www.cushing-engr.com PROJECT AREA: PROPOSES TO MODIFY AN EXISTING UNSTAFFED ESSENTIAL PUBLIC C-8 TOWER LOADING RFDS 1,500 SQ FT.±(PER LEASE) COMMUNICATIONS SERVICE FACILITY BY COMPLETING THE FOLLOWING; LICENSURE: • INSTALLING/REMOVING/RECONFIGURING THE EXISTING 120' C-9 TOWER LOADING RF PLAN MONOPOLE TOWER • REPLACING EXISTING GENERATOR AND PROPANE TANK WITH NEW C-10 TOWER UPGRADE DETAILS 40kW GENERATOR AND 1,000 GAL PROPANE TANK • ADDRESSING OTHER CIVIL SITE UPGRADES TO THE FACILITY C-11 RF&GROUNDING DETAILS PROJECT LOCATION: • ADDRESSING R56 GROUNDING ITEMS LAT. N 45"24'50.47"(45.414021) SOURCE: GOGGLE EARTH(122 784611) LOCATOR MAP DATUM: UNKNOWN UTILITY PROVIDERS: N WI TELCO PROVIDER:QWEST COMMUNICATIONS t6° POWER PROVIDER:PGE GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED SHEET TITLE: 2. TRAFFIC IS UNAFFECTED 3. SIGNAGE AT SITE IS PROPOSED 4. SITE IS UNMANNED AND HANDICAP ACCESS IS NOT REQUIRED COVER CODE INFORMATION: PROJECT LOCATION RECEIVE 1. IBC-2015 INTERNATIONAL BUILDING CODE I:. 2 NEC-2014 NATIONAL ELECTRIC CODE Q 3. 2014 OREGON STRUCTURAL SPECIALITY CODE AUG 1 6 2 0 1 8 4 2017 NFPA 58 LPG CODE 5. OCCUPANCY GROUP:U 6. CONSTRUCTION TYPE:II-B CITY OF TIGARD SHEET SHEET NUMBER: T-1 P!_ANNINGIENGINEE SCALE:NTS GENERAL NOTES: GENERAL NOTES CONTINUED: SITE WORK NOTES CONTINUED: 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF 17. THE CONTRACTOR SHALL PERFORM WORK DURING SITE/PROPERTY OWNER'S PREFERRED 10. ALL SITE DESIGN AND CONSTRUCTION MUST COMPLY WITH THE MOST CURRENT VERSION OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY,UNLESS HOURS TO AVOID DISTURBING NORMAL BUSINESS. R56 STANDARDS AND ALIGNED WITH R56 GUIDELINES AS TECHNICALLY APPLICABLE.EACH SITE NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE MUST PASS AN R56 AUDIT OR PM APPROVED BEFORE IT SHALL BE CONSIDERED COMPLETE AND 9 - 1 - 1 FURNISHING ALL MATERIALS,EQUIPMENT,LABOR AND ANY REQUIREMENTS DEEMED 18. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHAL ACCEPTED. NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. TOWER/POLE NOTES: PROJECT MANUAL. ..wcccA . 19. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES,SCHEDULING, COORDINATING 1. ALL HARDWARE(NUTS AND BOLTS)BE TIGHTENED AND TORQUED IN ACCORDANCE WITH 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. THE TOWER MANUFACTURER'S AND STRUCTURAL ENGINEER'S SPECIFICATIONS. REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE POLICE• FIRE•MEDICAL SUBMITTED TO AND APPROVED BY OWNERS REPRESENTATIVE PRIOR TO START OF WORK. 21. ROUTING OF ALL CONDUITS,CABLES,CABLE TRAYS ETC ARE INDICATED AS PROPOSED 2. VERIFICATION THAT THE TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA LOADING LOCATION ONLY.CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE PROJECT IS TO BE DONE BY OTHERS. 3. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO MANAGER PRIOR TO STARTING WORK. PROJECT INFORMATION: FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT CONCRETE NOTES: AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND W-2 DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. Y ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS, 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318 AND THE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFICATION CAST-IN-PLACE CONCRETE. R56 NOTES: CANTERBURY ARCHITECT/ENGINEER VERBALLY AND IN WRITING. ABBREVIATIONS LEGEND 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2450 PSI AT 28 DAYS 1. ALL SITE DESIGN AND CONSTRUCTION MUST COMPLY WITH THE MOST CURRENT VERSION 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH (UNO). OF R56 STANDARDS AND ALIGNED WITH R56 GUIDELINES AS TECHNICALLY APPLICABLE.SITE A/C AIR CONDITIONING MET,MTL METAL CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE MUST PASS AN R56 AUDIT BEFORE IT SHALL BE CONSIDERED COMPLETE AND ACCEPTED. ADJ ADJUSTABLE MFR MANUFACTURER 10310 SW CANTERBURY LANE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED AFF ABOVE FINISH FLOOR MGR MANAGER TIGARD,OR 97224 OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE AGL ABOVE GRADE LEVEL MIN MINIMUM 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE FABRIC UNLESS NOTED OTHERWISE.SPLICES CLASS "B"AND ALL HOOKS SHALL BE APPROX APPROXIMATELY MISC MISCELLANEOUS CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL STANDARD(UNO). ASTM AMERICAN SOCIETY FOR N NORTH DATE RELEASE CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,SAFETY,AND PROCEDURES ATTENTION (OREGON SITES ONLY): TESTING&MATERIALS NA NOT APPLICABLE 2/2/1e PRELIM UPGRADE DWGS FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL AWG AMERICAN WIRE GAUGE NIC NOT IN CONTRACT 3/8/18 PRELIM UPGRADE DWGS UNLESS SHOWN OTHERWISE ON DRAWINGS:CONCRETE CAST AGAINST EARTH-3 IN. CALL 1-800-332-2344 48 HOURS BEFORE YOU DIG.OREGON LAW REQUIRES YOU TO FOLLOW BLDG BUILDING NTS NOT TO SCALE 3/30/18 PRELIM UPGRADE DWGS 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO CONCRETE EXPOSED TO EARTH OR WEATHER: OAR 952-001-0010 THRU 952-001-0090.COPIES ARE AVAILABLE AT THE OREGON UTILITY BLK BLOCK OC,o/c ON CENTER g10f18 FINAL UPGRADE DWGS MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE #6 AND LARGER 2 IN. NOTIFICATION CENTER 503-232-1987 BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER 4/20/18 FINAL UPGRADE DWGS #5 AND SMALLER&WWF 1-1/2 IN. B/S BUILDING STANDARD OPG OPENING LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. CLG CEILING OPP OPPOSITE 5/3/18 FINAL UPGRADE DWGS 5. A 112"TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE(UNO). CLR CLEAR OHP OVERHEAD POWER 7/24/18 FINAL UPGRADE DWGS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ( ) CONCLRCONCRETE UGP UNDRGRND POWER 7/17/18 FINAL UPGRADE DWGS ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES. HOLES TO RECEIVE EXPANSION/VVEDGE ANCHORS SHALL BE 1/8"LARGER IN DIAMETER THAN OHT OVERHEAD TELCO CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES, THE ANCHOR BOLT,DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR CONST CONSTRUCTION UGT UNDRGRND TELCO 7/30/18 FINAL UPGRADE Owcs REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.AVOID CUTTING EXISTING REBAR CONT CONTINUOUS PLYWD PLYWOOD 8/8/18 FINAL UPGRADE DWGS COMPANY SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE WHEN DRILLING HOLES IN THE ELEVATED SLAB. DBL DOUBLE PR PAIR DIA,0 DIAMETER PROJ PROJECT DRAWING INFORMATION: PERFORMANCE OF THE WORK DIAG DIAGONAL THIS DRAWING IS COPYRIGHTED AND IS THE SOLE 6. INSTALLATION OF CONCRETE EXPANSION AND WEDGE ANCHOR,SHALL BE PER PROP PROPERTY MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. DN DOWNDIM SION PT PRESSURE TREATED PROPERTY OF THE OWNER IT IS PRODUCED SOLELY 8. THE CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTIONFOR USE BY THE OWNER AND ITS AFFILIATES. DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS DTL,DETL DETAIL REQ'D REQUIRED REPRODUCTION OR USE OF THIS DRAWING AND/OR SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK"FOR 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH.SURFACE SHALL BE FREE OF ALL OBVIOUS DWG DRAWING RM ROOM THE INFORMATION CONTAINED IN IT IS FORBIDDEN CONSTRUCTION"AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S/ENGINEER'S DEPRESSIONS.SURFACE SHALL BE SLOPED AT 2-TO PROMOTE DRAINAGE AWAY FROM E EAST S R.O. SOUTH OPENING WITHOUT THE WRITTEN PERMISSION OF THE OWNER. SIGNED WET STAMP. EQUIPMENT. EA EACH EL,ELEV ELEVATION SHT SHEET PLANS PREPARED BY: 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK SITE WORK NOTES: ELECT ELECTRICAL SIM SIMILAR DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC. ACCORDING TO EQ EQUAL SPEC SPECIFICATION cushing 1 RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED SQ SQUARE APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES.THE FROM THE SITE AND DISPOSED OF LEGALLY UNLESS OTHERWISE REQUIRED TO BE LEFT AS EQUIP EQUIPMENT SS STAINLESS STEEL STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE DEFINED BY LAND/PROPERTY OWNER E.W. EACH WAY STL STEEL Civil Engineers ALTERED BY THE CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. EXIST EXISTING STRUCT STRUCTURAL EXT EXTERIOR Don Cushing Associates 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE SUSP SUSPENDED Civil Engineers 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EQUIPMENT,EQUIPMENT SHELTER,GENERATOR,FUEL TANK,TOWER AREAS,AND FIN FINISH S.V. SHEET VINYL FLUOR FLUORESCENT 107 SE WASHINGTON STREET 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ADJACENT BUILDINGS,ETC. FLR FLOOR THRU THROUGH SUITE 265 TNND TINNED CONSTRUCTION AND REPAIR ALL DAMAGES TO EQUAL OR BETTER NEW CONSTRUCTION. THE FT FOOT PORTLAND,OR 97214 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN T.O.C. TOP OF CONCRETE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER OF ANY DAMAGE TO THE BUILDING GA GAUGE (503)387-5331 SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE OWNERS MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GALV GALVANIZE(D) T.O.M. TOP OF MASONRY www.cushing-engr.corn REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED GC GENERAL CONTRACTOR UTYPICAL CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE GRND GROUND UBBCC UNIFORM BUILDING LICENSURE: THE CONTRACTOR'S EXPENSE. PRIOR TO THE CRUSHED STONE APPLICATION.FABRIC USE AS REQUIRED. GWB GYPSUM WALL BOARD CODE U.N.O. UNLESS NOTED 5. ALL APPLICABLE LOCATES SHALL BE PERFORMED PRIOR TO TO ANY EXCAVATION OR SITE GYP BD GYPSUM BOARD OTHERWISE 12. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION,THE GRADING.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES HARD'WD HARDWOOD VERT VERTICAL CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE WHERE ENCOUNTERED IN THE WORK,SHALL BE PROTECTED AT ALL TIMES,AND WHERE HORIZ HORIZONTAL VIF VERIFY IN FIELD STRUCTURE SHALL HAVE A SMOOTH TRANSITION. REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS HR HOUR VT VINYL TILE DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR HT HEIGHT W WEST 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.CONTRACTOR SHALL HVAC HEATING,VENTING AND W/ WITH CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, PROVIDE SAFETY TRAINING FOR THE WORKING CREW. AIR CONDITIONING WIN WINDOW ELECTRICAL,OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION I.D. INSIDE DIA. W/O WITHOUT IN INCH DOORS,PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR 6. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INFO INFORMATION WP WATERPROOF WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL,SYSTEMS ARE ADDED OR INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE REMOVED AND SHALL BE INSUL INSULATION 4 ANGLE MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH ALL EXISTING CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE INT INTERIOR & AND CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING. LB(S) POUND(S) CL CENTER LINE MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW LNA ANTENNA AMPLIFIER R PROPERTY LINE CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS 7, THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE MAX MAXIMUM MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR BUILDING,DRIVEWAY OR CRUSHED STONE,SHALL BE GRADED TO A UNIFORM SLOPE, @ AT CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. MECH MECHANICAL # NUMBER FERTILIZED,SEEDED,AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL LANDSCAPE WORK.. SYMBOLS LEGEND APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S SHEET TITLE: S. BEDDING MATERIAL FOR UTILITY LINES,CULVERTS AND PIPING:CLEAN SAND,MEDIUM TP OVERHEAD POWER OP RESPONSIBILITY TO PROVIDE THE PROJECT MANAGER WITH 4 COPIES OF THE PROPOSED COARSE,SUB ROUNDED NATURAL RIVER OR BANK SAND,WASHED,FREE OF SILT OR CLAY, / 1 REVISION 100 ROOM NUMBER CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE LOAM,FRIABLE OR SOLUBLE MATERIALS,AND ORGANIC MATTER;GRADED IN TELCO T T T GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: © KEY NOTE DETAIL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES AI BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL SIEVE SIZE PERCENT PASSING SECTION REFERENCE POWER/TELCO T/P T/P T/P BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM 100 NW REFERENCE ELEVATION GAS -G G G G G G- NOTES BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. NO.4 MESH 60-90 NO.8 MESH 0-45 ELEVATION DATUM POINT WATER w w 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS NO.16 MESH 0-25 © REFERENCE NO 100 MESH 0-2 ® COAX COAX COAX COAX THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT NO.200 MESH 0-2 AREA DURING CONSTRUCTION. CHAINLINK FENCE O O O o O CENTERLINE - - - SHEET NUMBER: 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER 16. THIS IS AN ESSENTIAL FACILITY THEREFORE SHALL STRICTLY MEET ALL APPLICABLE CODE LOCAL,CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. CEDAR FENCE ❑ ❑ ❑ ❑ ❑ EASEMENT - G-1 AND JURISDICTIONAL REQUIREMENTS POWER P P -- P PROPERTY LINE - - 9 - 1 - 1 WCCCA POLICE•FIRE•MEDICAL PROJECT INFORMATION: W-2 i ADJACENT R-3.5 CANTERBURY R-3.5 PARCEL#:R502450 10310 SW CANTERBURY LANE __ __ -- -- —— -- -- TIGARD,OR 97224 DATE RELEASE 2/2/18 PRELIM UPGRADE DWGS 3/6/18 PRELIM UPGRADE DWGS —— —— 3/30/18 PRELIM UPGRADE DWGS . r- I ADJACENT ZONING I 4/10/18 FINAL UPGRADE DWGS I R 3.5 I I 4/20/18 FINAL UPGRADE DWGS Y I 1 I PARCEL#:R502432 5/3118 FINAL UPGRADE DWGS I I /---* 7/24/18 FINAL UPGRADE DWGS 11 It 7/27/18 FINAL UPGRADE DWGS \\ I I I 7/30/18 FINAL UPGRADE DWGS \ I I 8/8118 FINALIOUPGRADE DWGS THIS ` 4 –– –– I DRAWING INFORMATN: I — DRAWING IS COPYRIGHTED AND IS THE SOLE EXISTING WATERTANKS I PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY p FOR USE BY THE OWNER AND ITS AFFILIATES. 117 REPRODUCTION OR USE OF THIS DRAWING AND/OR I THE INFORMATION CONTAINED IN IT IS FORBIDDEN •.---_, _.-----.2I WITHOUT THE WRITTEN PERMISSION OF THE OWNER. EXISTING BUILDING-----------"--"-----"1-----'v-H PLANS PREPARED BY: q, PARCEL INFORMATION ADJACENT ZONING cushingEXISTING GRAVEL ACCESS ROAD I TAX LOT#:2S111BCO2600Engineers 89,733.6 FEETt 2.06 ACRCRESt TTT PARCEL#:R2168478 – Civil Don Cushing Associates EXISTING ACCESS R-3.5 I I Civil Engineers GATE,TO BE IMPROVED �I\ 107 SE WASHINGTON STREET I EXISTING 120' SUITE 265 N N MONOPOLE TOWER 1 PORTLAND,OR 97214 I (503)387-5331 . r s ' ( =1 www.cushing-engr.com I EXISTING 30'X48'COMPOUND I I. I .1 0 , WITH 6'TALL CHAINLINK LICENSURE: SECURITY FENCE I I EXISTING TREES 1 i PROPOSED PROJECT AREA SEE SHEET C-2 FOR DETAILS IL—_–– -- -- -- -- -- -- SHEET TITLE: OVERALL SITE PLAN N MN 16' SHEET NUMBER: NOTE PROPERTY LINES ARE FROM GIS INFORMATION ONLY OVERALL SITE PLAN 1 C-1 11X17 SCALE:1"=100' 22X34 SCALE:1"=50' NOTE:PROPERTY LINES PER GIS INFORMATION ONLY EXISTING GENERATOR MOUNTED ON EXISTING 4'X8'X6"CONCRETE PAD EXISTING HVACS EXISTING 11'X 21' 9 . ][.. MI 1 PRE-FAB EQUIPMENT SHELTER,SEE EXISTING SOUND INTERIOR SHELTER . ,. . . BARRIER WOOD WALL PLAN SHEET C-3 WCCCA . . � 7-5• POLICE•FIRE•MEDICAL EXISTING TREE E. 4 -� a EXISTING ICE '� m BRIDGE PROJECT INFORMATION: 4T 7-T I -_ '_r ,r..__5•A ,, 1 Y Y-2 \-- ; EXISTING 120'EXISTING • �•'' MONOPOLE TOWER CANTERBURY GRAVEL / \ I %,,,,'1 DRIVEWAY a 1 . / ' � EXISTING 30'X44' 10310 SW CANTERBURY LANE >,- L COMPOUND WITH '� ! TIGARD,OR 97224 6'SECURITY FENCE .k—4'-9•�' .�4'-9'-� EXISTING TREES DATE RELEASE 2/2118 PRELIM UPGRADE DWGS EXISTING 8' 3/6/18 PRELIM UPGRADE DWGS ACCESS GATE 10' -. -- k w-r ,}, 1 3/30/18 PRELIM UPGRADE DWGS 11-8"1 8" 4/10/18 FINAL UPGRADE DWGS 4/20n8 FINAL UPGRADE DWGS r 5/3118 FINAL UPGRADE DWGS t ` 7/24/18 FINAL UPGRADE DWGS in 7/27/18 FINAL UPGRADE DWGS \_ EXISTING TREES 1'6" • 7/30/18 FINAL UPGRADE DWGS - \ :: . � EXISTING EXISTING TREE 1c,.w•4 COMPOUND 8/818 FwALUPGRADE DWGS - 8't 44' • AREA=30'X 44' DRAWING INFORMATION: 5't 11 N 1/d THIS DRAWING IS COPYRIGHTED AND IS THE SOLE f18 FOR USE B O E OWNERTHE EAND ITS AFFILIATES. PRODUCED SOLELY EXISTING 1't TRANSFORMER -•••• EXISTING EXISTING REPRODUCTION OR USE OF THIS DRAWING AND/OR EXISTING 500 GAL PROPANE LANDSCAPE GRAVEL THE INFORMATION CONTAINED IN IT IS FORBIDDEN 1't TANK MOUNTED ON EXISTING BUFFER COMPOUND WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 4'X8'X6"CONCRETE PAD PLANS PREPARED BY: ENLARGED SITE PLAN - EXISTING 11X17SCALE:1•=10' 22X34 SCALE:1"=5' I OTHER PROPOSED WORK: REPLACE EXISTING SOUND NOTE:PROPERTY LINES ARE FROM GIS INFORMATION ONLY C 11 S h 1 n+ 1. VERIFY METALLIC DOORS,AWNINGS ABOVE BARRIER WOOD WALL WITH NEW PROPOSED INSTALL HUBBELL -REPLACE BOTH EXISTING REPLACE EXISTING SIDING AND ROOF. Civil Engineers DOOR,METALLIC SHELTER TRIM,VENT UNDERGROUND HBL4200-RS2W HVAC UNITS WITH(2)NEW SIDING REPLACEMENT NOT TO REMOVE EXISTING GENERATOR POWER AND SIGNAL GENERATOR PLUG BARD WAS3-A05WPXXXJ DISRUPT OPERATION OF FACILITY Don Cushing Associates COVERS,BUILDING SKIDS,ETC.ARE ALL AND CONCRETE PAD AND Civil En BONDED AS REQUIRED. CONDUIT ROUTED 35,400 BTU HVAC UNITS INCLUDING KEEPING ONE HVAC Engineers 2. LICENSED,QUALIFIED ELECTRICIAN TO VERIFY INSTALL NEW 40kW GENERATOR FROM GENERATOR OPERATIONAL AT ALL TIMES AND NOT 107 SE WASHINGTON STREET MAIN ELECTRICAL GROUND AND VERIFY ONLY AND NEW 4'X9'-6"X8"CONCRETE TO SHELTER,SEE STRUCTURALLY EFFECT INTEGRITY OF SUITE 265 ONE NEUTRAL TO GROUND BOND PER EACH PAD,SEE SHEET C-7 SHEET C-7 BUILDING DURING REPLACEMENT. PORTLAND,OR 97214 SEE SHEET C-6-C-6.2 REMOVE EXISTING SHELTER EGB (503)387-5331 SEPARATELY DERIVED SYSTEM. RELOCATE EXISTING FENCELIKE AND INSTALL(1)NEW TINNED www.cushin9-engr.com 3. VERIFY ALL OUTDOOR OUTLETS ARE GFCI PROTECTED,REPLACE IF NOT.LABEL ALL INSTALL NEW SINGLE CONCRETE - Nr. COPPER SHELTER EGB W/2 HOLE EXTERIOR OUTLETS STEP,FIELD FIT FOR EQUAL in OPTION PER MOTOROLA R56 LICENSURE: 4. VERIFY ALL TRANSMISSION LINES HAVE RISER-HEIGHT PER CODE in j APPROPRIATE GROUND KITS INSTALLED. ' , , 5. AFTER NEW SIDING INSTALLATION,INSTALL RELOCATE EXISTING TREE I SCRAPE EXISTING GRAVEL ,; o, x T COMPOUND AND ADD NEW CAMERAS WITHIN WATER SEALED ENCLOSURE PROPOSED UNDERGROUND GAS `i` b BOXES MOUNTED TO SHELTER AT EACHI P L , GRAVEL AS REQ'D,SEE SHEET C� CORNER,MANUFACTURER/MODEL TO BE AND SIGNAL CONDUIT ROUTED T / 6' , .e,. 4;* APPROVED PER WCCCA PM AND ENGINEER OF FROM PROPANE TO GENERATOR, SEE SHEET C-7 RECORD.RUN CONDUITS FOR CAMERAS ON • REPLACE EXISTING TGB WITH EXTERIOR OF SHELTER FROM COAX ENTRY RELOCATE GATE AND GROUND 17I r r;' • TINNED COPPER TGB W/2 HOLE PORT EXISTING GATE AND POSTS WHERE OPTION PER MOTOROLA R56 6. INSTALL SIGNAGE WHERE REQUIRED REQ'D PER MOTOROLA R56,SEE ° , SHEET C-4 — i :.,_ - VERIFY TOWER GROUNDED AND INSTALL BOLLARDS(TYP.),SEE / \ BONDED PER TOWER SHEET C-4 \ i . . MANUFACTURER&MOTOROLA R56 / REMOVE EXISTING 500 GAL PROPANE \ TANK AND CONCRETE PAD AND INSTALL • o \ REPLACE EXISTING SHELTER (1)NEW 1,000 GAL PROPANE TANK ONTIE-DOWNS,SEE SHEET C-6.3 NEW 5'X16'X8"CONCRETE PAD.SEE ' ,c— PROPOSED INTERIOR UPGRADES TO SHEET TITLE: SHEET C-7 , � INSTALL ADDITIONAL 6'OF I I EXISTING PRE FAB EQUIPMENT SHELTER, NEW FENCE AND GROUND PER y 15'—'' SEE INTERIOR PLAN SHEET C-3ENLARGED MOTOROLA R56,WCCCA TO 1-6' i r APPROVE EXPANSION WITH CURRENT LEASE AREA r,' 8' �\ 8'•i' SITE PLAN � , CLEAN AND COAT ALL METAL WITH N III • RUST INHIBTITOR WHERE REQ'D AND RELOCATE EXISTING TREE X \ // 47,. ."`..............................„......... � PAINT TO MATCH f RELOCATE 5'LANDSCAPE BUFFER N PER NEW FENCE LINE O — EXTING -�NG GROUND EXISTING FENCE AND EXISTING TRANSFORMER POSTS WHERE REQ'D PERTO REMAIN TREE TO REMAIN NEW COMPOUND AREA=30'X 50' MOTOROLA R56.SEE SHEET C-4 C-2 ENLARGED SITE PLAN - PROPOSED 11X17SCALE:1"=10' 22X34 SCALE:1"=5' 2 NOTE;ALL DIMENSIONS ARE± REPLACE EXISTING INSTALL MISSING HVAC CONTROLLER ANCHORS IN SHELTER MANUFACTURER-SHELTER ONE EXISTING MODEL NUMBER-C115215105-2401 REPLACE EXISTING EQUIPMENT RACKS SERIAL NO.-24014-03 SURGE SUPPRESSOR WHERE REQUIRED 9 . i .., i WITH(1)NEW APEX IMAX 1101-808-1 SURGE WCCcA GROUND SUPPRESSOR AND GROUND PER MOTOROLA R56 I POLICE•FIRE•MEDICAL LABEL BREAKERS IN I EXISTING AC PANEL I REMOVE EXISTING O 0 MGB AND INSTALL PROJECT INFORMATION: INSTALL(1)NEW SQD NEW TINNED COPPER C82344 MTS BELOW BUS BAR WITH TWO ATS AND GROUND PER ° HOLE OPTION W-2 MOTOROLA R56 v Y EXISTING HVAC CONTROLLER REPLACE EXISTING ATS ' ❑ l e ....z- SEAL ALL OPENINGS CANTERBURY UNIT WITH(1)NEW THOMSON AND CABLE Q MARATHON TS870 ATS I PENETRATIONS AS 23"X34"X14" REQ'D. EXISTING SURGE SUPPRESSION ❑ ° 10310 LANE UNIT -- —.._ SW REMOVE EXISTING TIGARD,OR 97224 4" ;-. 1 \ REMOVAL/ MGB GROUND CABLE EXISTING AC PANEL I ..---'1' INSTALLATION/ AND INSTALL NEW#2 DATE RELEASE RECONFIGURATION OF AWG CABLE AND BOND 2/2/18 PRELIM UPGRADE DWGS I EQUIPMENT CABINETS 8 METALLIC CONDUIT TO ai�,a PRELIM UPGRADE DWGS EXISTING ATS 1. 5 9 ,�2 10" / RACKS TBD a/aons PRELIM UPGRADE Dwcs __ EXISTING(2)3X4 COAX PORT GROUND CONDUCTOR ° ENTRIES AT ENTRY AND EXIT a11o118 FINAL UPGRADE DWGS REMOVE EXISTING 4/20/,8 FINAL UPGRADE Dwcs ❑ UNI-STRUT AND 5/3118 FINAL UPGRADE DWGS GROUNDING AND y • I • -7/24/18 FINAL UPGRADE DWGS INSTALL NEW TRAPEZE mn,s FINAL UPGRADE DWGS �� EXISTING SHELTER MGB �J ; 0 AND POLYPHASERS 0 7/30/18 FINAL UPGRADE DWGS EXISTING 6"WIDE CABLE - EXISTING UNI-STRUT TRAPEZE ❑ REMOVE EXISTING 8/8118 FINAL UPGRADE DWGS TRAY SUSPENDED FROM ---.1: � SCREWS ON CEILING DEHYDRATOR LEDGE DRAWING INFORMATION: EXISTING MW EQUIPMENT RACKS REMOVE ZIPTIES FOR --T�. __ AND INSTALL TAPCON THIS DRAWING IS COPYRIGHTED AND IS THE SOLE • EXISTING FIRE EXTINGUISHER 2'-5" EXISTING CAVITY ❑ CONCRETE ANCHORS,BY PROPERTY OF THE OWNER.ITIS PRODUCED SOLELY l'-- CYLINDER AND INSTALL r• I° " OTHERS FOR USE BY THE OWNER AND ITS AFFILIATES. EXISTING DEHYDRATOR ON (2)NEW METAL STRAPS REPRODUCTION OR USE OF THIS DRAWING AND/OR EXISTING FIRST AID KIT _ LEDGE MOUNTED TO WALL - ° ' REMOVE EXISTING THE INFORMATION CONTAINED IN ITIS FORBIDDEN ❑ r DEHYDRATOR AND INSTALL WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ON WALL LABEL ALL EXISTING . NEW DEHYDRATOR PLANS PREPARED BY: !!: AGING �1 EQUIPMENT RACKS& ANCHORED TO EXISTING--- j EXISTING MOTOROLA CABINETS D DEHYDRATOR LEDGE AND�. cusnAVITY 1 ° o PER MOTOROLA R56 GROUND EXISTING CANISTER ON CABLE TRAY 2 10„ ° i I :: 0 ::: HERS EXISTING EQUIPMENT RACKS GROUND ALL Don Cushing Associates INSTALL(8)DUPLEX CEILING EXISTING EQUIPMENT ---- -1• I° I ° EXISTING EQUIPMENT Civil Engineers RACK WITH CANNISTERS .`—I-8"—i' RACKS 8 CABINETS 11 MOUNT RECEPTACLES, 107 SE WASHINGTON STREET WHERE REQ'D PER EXISTING 3'X6'STEEL PLATE ° MOTOROLA R56 15A 2P 3W SUITE 265 �, o PORTLAND,OR 97214 FOR BATTERY FOUNDATION (503)38D,70-5R33917214 87-5331 'DNNN INSTALL(9)TWIN www.cushing-engr.com • • EXISTING BATTERY _ INSTALL BATTERY DUPLEX BASE WALL STACK I� I t1l • �r EXISTING 8'X4'X314" SAFETY KIT MOUNT RECEPTACLES, LICENSURE: PLYWOOD BACKBOARD 120 VAC 20A REPLACE EXISTING CABLE TRAY WITH NEW 1.5"X18" REPLACE EXISTING REMOVE ALL BRACING EXISTING V WIDE CABLE I WIDE,BLACK,UL CLASSIFIED CPI CABLE TRAY DC POWER SYSTEM THAT EXTENDS FROM TRAY SUSPENDED ; j SUSPENDED FROM CEILING PER MOTOROLA R56 RACKS TO WALLS AND 1 i—2'-8"— STANDARDS.INSTALL CABLE TRAY TO MEET FROM CEILINGI INSTALL REPLACE WITH MOTOROLA R56 MINIMUM CLEARANCE FROM CEILING. "� ( EXISTING POWER RACK ADDITIONAL FIRE SHEATHED WIRE ROPE CABLE TRAY TO BE FREELY SUSPENDED,NO CABLE TRAY ENDS ' CONNECTIONS TO SHELTER WALL.SUPPORTING RODS EXTINGUISHER AFFIXED TO CEILING CONNECTED TO WALL I I - '. TO HAVE PVC SLEEVES OR EQUIVALENT TO PROVENT PER NEW STANDARDS °D °D _,I, —Ik i \ CABLE ABRASION.GROUND CABLE TRAY TO MGB PER MOTOROLA R56. / 9'-10" OTHER PROPOSED WORK; 1. REPLACE ANY WORN VINYL TILES AND BASE BOARD SEALS 2. PATCH,SEAL AND PAINT INTERIOR WALL WHERE REQ'D 3. INSTALL RF SPDs ON ALL TRANSMISSION LINES 4. TERMINATE(CAPPED)UNUSED TRANSMISSION LINES AND SECURE WHERE REQ'D PER MOTOROLA R56 5. REMOVE EXISTING EXTENSION CORDS AND INSTALL NEW DEDICATED SHEET TITLE: BRANCH CIRCUIT OUTLETS(ALL LABELED)THROUGHOUT SHELTER WHERE REQ'D,CONTRACTOR TO VERIFY NUMBER OF OUTLETS REQ'D 6. REMOVE EXCESS CABLE LENGTH TO ANY CABLE TYPE WHERE REQ'D INTERIOR 7. PERMANENTLY LABEL ALL OUTLETS WITH APPROPRIATE CIRCUIT ID N AN FROM PANEL 18' V S H E LT E R 8. VERIFY EACH CRITICAL PIECE OF EQUIPMENT HAS DEDICATED CIRCUIT AND DEDICATED SIMPLEX RECEPTACLE N IAN p 9. INSTALL IMPORTANT PHONE NUMBERS ON WALL IN SHELTER 1B' PLAN 10. ADD SIGNAGE IN SHELTER WHERE REQ'D 11. CORRECT SEAM COVERS ON CEILING 12. UPGRADE DVR SYSTEM AND CAMERAS 13. UPGRADE SMOKE DETECTOR SHEET NUMBER: INTERIOR SHELTER PLAN- EXISTING 1 INTERIOR SHELTER PLAN -PROPOSED 2 C-3 11X17 SCALE:1"=4' 22X34 SCALE:1"=2' 11X17 SCALE:1"=4' 22X34 SCALE:1'=2' f. 9 IIIII 1 - 1 CABLE RUNWAY �P j FOR RF FEEDLINES WCCCA COAX BRIDGE SUPPORT 2'-0" 12" 10'-0"OC MAX CABLE RUNWAY,MODEL#11275-X12 POLICE •FIRE•MEDICAL CLR MIN.'S FIELD VERIFY COAX BRIDGE BRACKET SUPPORT BRACKET MOUNTED TO CEILING PER -\ — MANUFACTURER 2"CLR. COAX BRIDGE:14 GA �/ RECOMMENDATION,NOT SHOWN PROJECT INFORMATION: p,,,,, ,.., FOR CLARITY) COAX BRIDGE-(2)24"WIDE 6"OC MAX GALV.GRIPSTRUT 24" SAFETY GRATED WAVE WIDTH,2"PLANK 14 GA. LOW GUIDE BRIDGE CHANNEL, ,� I ' COAX SUPPORT BLOCKS ` VOLTAGE/DATALINESNES OR APPROVED .>♦— do �� _ ..„ AT 3'-0"MAXO.0 oCANTERBURY '1[cMozo] III 20"UNISTRUT WI NUT Ih ��� E��J ! `f STANDARD 6"0 STEEL PIPE,` SUPPORT COLUMN 4"0 CHATSWORTHAll,...i AND WASHER EACH ��1[!1L'!' I� / CONCRETE FILLED PAINT L-BRACKET CABLE SIDE/EACH LEVEL AS 14 � EDGE OF 0.D.GALV.SCHED 40 W/MIN(3)COATS EPDXY RUNWAY,MODEL# 10310 SW CANTERBURY LANE REQUIRED r SHELTER POST @ 10'-0"0.C.MAX ENAMEL(YELLOW) 11268-001 TIGARD,OR 97224 ANDREW GROUND KITS,OR EXOTHERMIC TO GROUND RING CROWN TO DRAIN APPROVED EQUIV.(EACH WELD,TYP L-BRACKETS FOR DC DATE RELEASE CROWN TO DRAIN;TYP POWER LINES COAX TO BE GROUNDED Or TO GROUND RING , �. 2,2118 PRELIM UPGRADE DWGS INDIVIDUALLY)INSTALLED = ' '� 3/6/18 PRELIM UPGRADE DWGS BY CONTRACTOR ' --24"X 18'0 CONCRETE3/30/18 PRELIM UPGRADE DWGS 12"0 X 48"DEEP CONC. -. � o -. FOOTING @ 2,500 PSI L'' 4/10/18 FINAL UPGRADE DWGS FOOTING;TYPICAL - .. • -� FOOTING MUST BE 6" w 420/18 FINAL UPGRADE DWGS BELOW FROST LINE,TYP (CABLES NOT SHOWN FOR CLARITY) 5/3/18 FINAL UPGRADE DWGS FRONT ELEVATION SIDE ELEVATION UNDISTURBED 7/24/18 FINAL UPGRADE DWGS ' EARTH 727/18 FINAL UPGRADE DWGS NOTE.GROUND COAX BRIDGE PER THE REQUIREMENTS yc 7/30/18 FINAL UPGRADE DWGS OF THE MOTOROLA R56 MANUAL 3" 82/18 FINAL UPGRADE DWGS DRAWING INFORMATION: THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN (DICE BRIDGE GROUNDING DETAIL ®BOLLARD DETAIL O CABLE TRAY DETAIL WITHOUT THE WRITTEN PERMISSION OF THE OWNER. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. PLANS PREPARED BY: cushing Civil Engineers ,�� 1 (�r / dip. 4 p40.....) ._ Don Cushing Associates 0/V � Civil Engineers DETERRENT WIRE GROUNDING CLAMP000,4 :4, , Ifik I W4p* 107 SE WASHINGTON STREET 1 SUITE 265 ' I /// it PORTLAND,OR 97214 ���� 15031 387-5331 . � 1; � � www.cushing-engr.com 4, iv FLEXIBLE BONDING JUMPER 11111 ` 5' / r�� LICENSURE: EXOTHERMIC WELD CONNECTION :.` r.. • I , t Ai FENCE FABRIC GROUNDING CLAMP a. Al Y IN CASE OF AN EMERGENCY e1 OF 3) ..�4.R'SF S. , * � � NOTICE r0 CALL .V.SOFT DRAWN TINNED SOLID COPPER 116- ''� �t . 503-629-0111 1 0 CONDUCTOR BONDING FENCE ---_ ilk a >� t , FABRIC TO GROUND CONDUCTOR ' . ...•,- GATE BONDING DETAIL A�'� {� ` g WASHINGTON COUNTY 911 i a SCALE:N.T.S. GATE JUMPER WITH EXOTHERMIC WELD , '' • Site Name: CANTERBURY Radio Frequency Transmitters �#44111�a+ rr t• ♦ NOTE:STRIP ALL ORGANICS in use beyond this point ` of 1 �I ♦ fi Obey all posted signs and information for r 1 GROUND CONDUCTOR WITH it I working ipostedn radio signs ncy environments.fo. EXOTHERMIC WELD I (� �+ 4"OF 3/4"CHIP ROCK; � NOTICE A.l���` t .�� on R.�Frequency Ertons-41 CFR.S.O.H.R.,n- i■r 41 GEOTEXTILE FABRIC, SHEET TITLE: CONNECT FENCE BONDING CONDUCTOR ; + ... TYPAR-3401 GENERAL INFORMATION FOR WORKING IN OR EQUIVALENT SIGN NOTES: THE AREA OF ANTENNAS TO EXTERNAL GROUNDING ELECTRODE axes<ad;��•�:•ry>.; •�+'ea�'+st;� <�:" SYSTEM USING EXOTHERMIC WELD OR � ', .. ' y': y:<>;-;ry"�''"'"'-' '""' 1. SIGN MATERIAL: 18GA CIVIL UPGRADE IRREVERSIBLE HIGH-COMPRESSION 4"OF 3/4"-MINUS -r1r'�'=-••- ALUMINUM All personnel entering this site must be FITTING a����i�'�a-'-�•fir'-��-�-'�'.-�'-`.ice--''�" - * authorized. CRUSHED ROCK - - __ =-= NOTE: 1 FOR ADDITIONAL SHELTER INFORMATION REFER TO SHELTER DRAWINGS BY SHELTER ONE FOR MODEL C115215105-24014 9 _ 1 - 1 2. REMOVE EXISTING OUTER LAYER DRYWALL AND HOUSE WRAP AND INSTALL 5/8"THICK PT PLYWOOD SHEATHING WITH GRACE ICE AND WATER SHIELD cA FOR ATTACHMENT OF THERMOBOND AGGREGATE PANEL PANEL 3 INSTALL NEW THERMO BOND AGGREGATE PANELS PER MANUFACTURERS REQUIREMENTS INCLUDING POLICE•FIRE•MEDICAL NOT LIMITED SIDING BUTT JOINTS,CUT OUTS. SEALING AND FLASHING DETAIL. 4. THERMO BOND TO PROVIDE COMPLETE SIDING PROJECT INFORMATION: REPLACEMENT KIT INCLUDING NOT LIMITING AGGREGATE PANELS AND TRIM KITS. A ti -2 5. THE EXISTING SIDING MUST BE FULLY REMOVED y FROM ALL SURFACES AND THE NEW SIDING PROPERLY LOCATED UNDER ALL EXISTING BUILDING CANTERBURY FIXTURES,I.E.ELECTRICAL BOXES,COAX PORTALS. HVAC UNITS,ETC, 6. UTILIZE EXISTING ENTRY LOCATIONS FOR EXTERIOR FIXTURES SUCH AS CAMERA CABLING ETC 10310 SW CANTERBURY LANE TIGARD,OR 97224 DATE RELEASE 22/18 PRELIM UPGRADE DWGS 3/6/18 PRELIM UPGRADE DWGS 3/30/18 PRELIM UPGRADE DWGS 4/10/18 FINAL UPGRADE DWGS 420/18 FINAL UPGRADE DWGS 50/18 FINAL UPGRADE DWGS REPLACE EXISTING ROOF FABRICATE AND INSTALL REPLACE ALL EXISTING SIDING 724n8 FINAL UPGRADE Dwcs MEMBRANE PER SHELTER ONE NEW DOOR HOOD AND OUTER LAYER DRYWALL REQUIREMENTS,SEE SHEET WITH 5/8"THICK PT PLYWOOD 727/18 FINAL UPGRADE DWGS 5.1 SHEATHING WITH GRACE ICE 7r3018 FINAL UPGRADE DINGS AND WATER SHIELD AND 8/B/18 FINAL UPGRADE DWGS THERMO BOND AGGREGATE PANELS PER MANUFACTURER DRAWING INFORMATION: REQUIREMENTS,SEE SHEET THIS DRAWING IS COPYRIGHTED AND IS THE SOLE C 5.1 AND C 5.2 FOR PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. INSTALLATION DIRECTION REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. OA." OA..� PLANS PREPARED BY: :::: cushingCivil Gnoineers Don Cushing Associates 0 Civil Engineers 107 SE WASHINGTON STREET ===.••••• imminam SUITE 265 ==== PORTLAND,OR 97214 (503)387-5331 nimmommor www.cushing-engr.com LICENSURE: 18181 10101 FOR DOORS,HVACS AND OTHER OPENINGS SEE SHEET C-5.1 FOR SHELTER ONE RECOMMENDATION RE SIDING SHEET TITLE: SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT SHEET NUMBER: C-5 11X17 SCALE1' 4' 22X34 SCALE1"=2' SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT 1: = : NOTE: IF ADDITIONAL CLARIFICATION IS NEEDED REGARDING EXISTING SHELTER,REFER TO ORIGINAL MANUFACTURERS SHELTER DRAWINGS FROM SHELTER ONE TYPE C EQUIPMENT SHELTER MODEL C115215105-24014 DATED 5/7/04 91.. i .gi WCCCA i _N KEY DESIGN NOTES FROM ORIGINAL SHEET A0.1 SEAL POI...ICE•FIRE •MEDICAL REPLACE ROOFING MEMBRANE 2.Structural Notes WITH NEW DURO-LAST PER 4.2 THIS 2.1.Steel SHEET. 2.1.1.Steel hot rolled plate and shapes shall conform to ASTM A36 2.1.2.Wall framing shall be minimum 18 gauge structural studs and track with yield strength of 33 KSI galvanized steel. PROJECT INFORMATION: Q ROOFING SYSTEM PER A0.1 ROOF SHEATHING PER A0.1, 2.1.3.Roof and floor framing shall be minimum 12 gauge structural joists and 14 gauge track with yield strength of 33 KSI galvanized steel. FASTEN PER(1) 2.1.4. All structural frame to be screw fastened per drawing 53. UPER EDGE FINISH FLASHING. 2.1.5.All welding is GMAW,utilizing filler material(rod)of 0.035"diameter.Welding shall conform to AWS 01.1. W-2 -2 FASTEN PER(5) 2.1.6.All welds shall be full length UNO.Exposed welds shall be ground flush. CANTERBURY FLASHING IS TO BE INSTALLED 2.1.7.All exposed steel shall receive 1 coat red oxide primer minimum protection,UNO IN A STRAIGHT AND UNIFORM 2.1.8.All structural bolts and nuts shall conform to A307(minimum)UNO. MANNER TO AVOID DIVOTS . AND WARPING OF FLASHING 2.2.Sheathing AT FASTENERS 2.2.1.All wall framing,sheathing,insulation,fasteners and assembly details shall conform with ANSI/UL U423,sheets A3&S3. 2.2.2 All roof and floor framing,sheathing,insulation,fasteners and assembly details shall conform with ANSI/UL P518,sheets A3&S3. 2.2.3.Roof sheathing shall be OSB panel.19/32"thick,Exposure 1,APA rated 40/20. 10310 SW CANTERBURY LANE 2.2.4. Floor sheathing shall be 7/8"T&G OSB construction sheathing,exposure 1,span rated 24/16. 3.Insulation TIGARD,OR 97224 _ REPLACE 5/8"DRYWALL WITH NEW 518' 3.1.Floor and roof insulation shall be a minimum of a 6"layer of faced fiberglass batts(Various manufacturers),filling all cavities. NOTICE THIS DOCUMENT CONTAINS PROPRIETARY 1 1 r SUB-SHEATHING i iINFORMATION THAT IS THE SOLE PROPERTY OF 3.2.Wall insulation shall be a minimum of a 5-1/2"layer of faced fiberglass Batts(Various manufacturers),filling all cavities. SHELTER ONEION AND SHOULD BE TREATED AS SUCH DATE RELEASE "`� t 4.Sealing and Cladding NO ONE MAY COPY REPRODUCE TRANSMIT OR 212118 PRELIM UPGRADE DWGS FULL COVERAGE GALV.SHEAR SHEETING(PER 4.1.All joints shall be sealed with polyurethane caulk,UNO DISTRIBUTE THIS DOCUMENT IN ANY PART WITHOUT I FASTEN PER 9 4.2 Roofin shall be.040"sin le I membrane,mechanical) attached,manufactured b Duro-last.Installation shall be in strict accordance ONE EXPRESDED WRITEEN PERMISSION OF SHELTER I 3/6 18 PREL M UPGRADE DWGS /A0.1/ • (1 9 9 P Y Y y ONE OR ITS DESIGNATED AGENTS to manufacturer's requirements.Roofing system shall be rated at 90 mph,Exposure 0 per ER 5694(System#7). I 3/30/18 PRELIM UPGRADE OW/S I 4.3.Interior wall sheathing shall be 3/8"FRP panel sheathing,exposure 1,span rating 24/0,U.O.N..over fire rated assembly. - 4/10/18 FINAL UPGRADE DWGS 1 / 4.4. Exterior cladding shall be 5/16"thick HardiPanel shall be replaced with Thermo Bond Rock Panels per manfucaturer's specifications. 4/20/18 FINAL UPGRADE DWGS 4.4.1.New Exterior cladding shall be fastened per manufacturer's specifications. SHELTER ONE REPLACE ALL EXTERIOR SIDING 4.4.2.Miscellaneous exterior trim and metal components factory finished Kynar/Hylar paint applied over 24 gauge substrate. ■ 5/3/18 FINAL UPGRADE DWGS —N---:77.---- WITH THERM BONK ROCK PANELS, 4.5.Miscellaneous exterior trim and metal components 7/24/18 FINAL UPGRADE DWGS SEALED PER MANUFACTURER'S i REQUIREMENTS. shall be G-90 galvanized steel sheet,factory or shop finished. 7/27118 FINAL UPGRADE DWGS 4.6.Shop painted parts shall be in conformance with Shelter One specification SP-0025 utilizing urethane enamel over suitable primer. I 4.6.1.Color shall be chosen among available standards. 7f30/18 FINAL UPGRADE DWGS 4.7.Bottom cladding skin shall be minimum 26 gauge G90 galvanized steel and shall be of full coverage to provide rodent barrier. 878/18 FINAL UPGRADE Dwcs Headquarters&Manufacturing I I The following is a very basic outline S helter One(Si)would propose for the re-cladding of the series of shelters that were built under the serial number 5887 Monument Drive DRAWING INFORMATION: Ii I + 24014 for Washing County Oregon in 2004, Grants Pass.OR 97526 1 I THIS DRAWING IS CO.YRIGHTED AND IS THE SOLE .Th �--�h i 1)General Note: It is understood that no structural changes will be made in the actual framing or sub-sheathing of the shelter during the re cladding processes. 541/479-4622 F 541/479-5289 PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FLASHING www.shelterl.Com FOR USE BY THE OWNER AND ITS AFFILIATES. 2)Removal of all exterior equipment: Care should be taken to note fastening methods and any possible backing anchors and/or backing structure. IREPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN e C10 x 15.3 CHANNEL SKID 3)Removal of Duro-last Roofing system: Remove all exterior upper 24ga steel trim. Fold back roofing materials until underside fastening tabs are exposed. Remove WITHOUT THE WRITTEN DERMISSION OF THE OWNER. all fasten screws/cleats. Remove all fiberglass(FR10)underlayment materials. Clean wood roof deck and/or replace damaged decking as required. i PLANS PREPARED 8Y: 4)Remove Exterior Wall Cement Board Siding: Remove all screw fasteners for each cement board siding panel. Remove panels. Remove all exterior vertical corner PROJECT INFORMATION 24ga steel vertical corners. Remove all exterior"house wrap"vapor barrier and 5/8"drywall. Replace drywall with new 5/8"presure treated strucutral sub-sheathing. CUshcivil _ I If needed,remove exterior wall's bottom edge Z-flashings. Need to remove/brush any rust on the sheet metal below the sheet rock and coat all metal surfaces with rust 24014inhibitor and any other metal parts that have rust on them (ie.door frames.antenna line portals,fan boxes and etc.)This must be done before the plywood is installed •over the sheet metal surfaces. WCCCA SHELTERS Engineers Q a MEMBRANE ROOFING SYSTEM MAY BE PROVIDED WITH RECLADDING NOTES ADDITIONAL TAPEREDPOLYIDEPY POSITIVE E 5)Re-CladdingProcess: Typical assemblyprocess bySi would be as follows. Provide full perimeter caulkingat sub-sheathingand skid base. Install bottom of wall to Don CushingAssociates FOAM INSULATION TO PROVIDE DRAINAGE Yp SEE NOTES SHEET o 1 skid 2-flashing if required for drip edge to new cladding. Unless specified otherwise by new cladding's manufacturer,install full-coverage vapor barrier over sub-sheathing with Grace Ice and Water Shield. House wrap to overlay bottom flashing detail. Re-install vertical 24ga steel vertical corners. Vertical corners to overlay Civil Engineers house wrap and bottom edge flashings. S1 can also provide a quote to WCCCA and/or site contractors for a new full trim package kit.The kit would be provided in full FILENAME 107 SE WASHINGTON STREET 10ft lengths and would need to be cut to length and installed by others. Install new exterior cladding per manufacturer's instructions. WCCCA Recladding Outline 1.vwx SUITE 265 PORTLAND.OR 97214 Re-install or install new Duro-last roofing system: This work should be done by a certified Duro-last roofing contractor. Duro-last FR10 Underlayment is installed over - (503)387-5331 wood roof deck as fire barrier for membrane roofing system. Duro-last roofing installed with screw&cleat fasteners along hidden underside tabs Install of exterior DRAWN BY: DATE: i www.cushing-engr.com upper trim package also acts as termination of Duro-last roofing system that rolls over the exterior wall by a minimum of 2". NAY 2/26/18 LICENSURE: CHECKED BY: DATE: Trim materials: Duro-last has its own line of termination/trim package that uses a very similar pre-finished 24ga steel covering that should be able to match very closely to the original trim FASTENERS colors. S1 can also provide a quote to WCCCA and/or site contractors for a new full trim APPROVED BY: DATE: FASTENER TYPE FREQUENCY LOCATION package kit. The kit would be provided in full 10ft lengths and would need to be cut to length and installed by others. 1 #10 X 1-1/4"S/S TORX 3"O.C. ROOF SHEATHING WITHIN 3'OF ENDS 1 #10 X 1-1/4"S/S TORX 4.5"O.C. OTHER ROOF SHEATHING 6)Re-install all exterior hardware and HVAC units: S1 typical install principle is to bed all parts DWG NO: 24014 into caulks and then to caulk again all exterior edges to exterior siding. 2 #10 X 1-1/4"S/S TORX 6"O.C. FLOOR SHEATHING TO FRAME 3 #10 X 1"SELF DRILL DRYWALL SCREW 8"EDGE, 16" FIELD O.C. INT.WALL CLADDING 7)Finish Caulking:For all roofing material,Dura-caulk should be used. For all new siding SCALE: N/A materials caulking recommended by siding manufacturer should be used. All caulking should 3 #10 X 1"SELF DRILL DRYWALL SCREW 8"EDGE, 12"FIELD O.C. INT.CEILING CLADDING have a high UV resistant rating. TITLE: 4 PER MANUFACTURER'S SPECS PER SPECIFICATIONS EXTERIOR CLADDING 5 #10 HWH CH STEEL SCREW W/EPDM WASHER 4"O.C. ROOF TRIM SECTIONAL DETAIL II SHEET 6 #12 HWH CH STEEL SCREW 48"OC STAGGERED MID-SPAN LOAD STRUCTUREf REV. 7 FRAME FASTENINGS U.N.O. PER 51, S2&S3 ALL FRAME FASTENING SHEET TITLE: 8 SUB-SHEATHING FASTENING U.N.O. PER UL U423&P518 ALL SUB-SHEATH FASTENING A3 9 #10 X 1/2"SELF-DRILL K-LATH SCREW 12"O.C. EDGE&FIELD SHEAR SHEATHING j J SHELTER SIDING AND ROOF MEMBRANE REPLACEMENT II SHEET NUMBER: C-5.1 SHELTER ONE RECLADDING DETAIL 1 9 - 1 - 1 WCCA ._ , _ POLICE•FIRE•MEDICAL, PROJECT INFORMATION: NOTES: 1.AGGREGATE TO BE ATTACHED TO WOOD SHEATHING WITH W-2 #10X2"STAINLESS STEEL SCREW. 2.SCREW PATTERN TO BE I'C-C AROUND EDGE AND 2'IN /11:1 F ELD. 1_i r 3.IPR SS LOOSE AGGREGATES FROM PANEL SPOILS INTO WET CAULKING `�/ AT ALL EXPOSED PANEL FASTENERS TO CONCEAL FASTENERS. 10310 SW CANTERBURY LANE A 1 v,_ -;,^ TIGARD,OR 91224 DATE RELEASE I - O ^ ?-- 2/2118 PRELIM UPGRADE DWGS r...., - 3/6/18 PRELIM UPGRADE DWGS '�� ^a 3/30,18 PRELIM UPGRADE DWGS ^ F 4110/18 FINAL UPGRADE DWGS IIV�� C 4120118 FINAL UPGRADE DWGS ^' 35!3!18 FINAL UPGRADE DWGS 3 7/24/18 FINAL UPGRADE DWGS 7/27/18 FINAL UPGRADE OWLS W7/30/18 FINAL UPGRADE DWGS `� '1u.' .-! 8/8/18 FINAL UPGRADE DWGS C ' • • r y DRAWING INFORMATION: l I THIS DRAWING IS COPYRIGHTED AND IS THE SOLE • PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN e-IAGGREGATE W I-^ W WITHOUT THE WRITTEN PERMISSION OF THE OWNER/ .6, . PANELLZ z PLANS PREPARED BY: ce C F—. LIJ Iz cushin • • • cD Q < Civil Engineers C. E-- Q o. Q Don Cushing Associates Civil Engineers 107 SE WASHINGTON STREET SUITE 265 -,I / , PORTLAND,OR 97214 (503)387-5331 www.cushing-engr.com LICENSURE: 17 l j Cl z 7 1" i l'-11" 1'-ll" i. - a 1" II ,``. SHEET TITLE: F M SHELTER SIDING AND ROOF MEMBRANE � REPLACEMENT III SHEET NUMBER: C-5.2 THERMO BOND AGGREGATE SIDING DETAIL , 1 GENERAL NOTES AND SPECIFICATIONS BASIS FOR DESIGN _ __........_____..... -- 9 Olt 1 NMI 1 I. ALL CONSTRUCTION not specifically detailed shall conforms to QESt •1 LOAjt5 the requirements of the 2014 Oregon Structural Specialty Code Code(OSSC) and oily tocol code requirements. ALiCdi{7k9St.1.4A0:s 2 CHECK ALL DIMENSIONS relation to site conditions before SHELTER • 16.750 L95 WC CCA starting work. The contractor shall coordinate work of all trades i EQuIPT " 362 LEIS All discrepancies shall be called to the attention of the engineer i BArTERE7. 2760 LBS and resolved before proceeding with work. During construction T� phase the contractor is responsible for the safety of the building SEISMIC SITE CLASS''Cr,Ss- 1.148, POLICE•FIRE • MEDIC.yI and personnel. Provide adequate shoring grid/or bracing in Si -0.561.SOS•0 796 accordance with appropriate Local.State and Notional solely SOl '0 561,I-1 s•R 6.5 codes Fa. TOO,Fv�1 5.rho= 1 3 00=3.0 3 STRUCTURAL AND MtSCFALANEOUS STEEL shall be in v•,ho a Go- !0520/(ASD} PROJECT INFORMATION: Yu X ma>< Ga= 15055I(STRENGTH) occadance with AISC "Specification for the Design,Fabrication and Erection at Structural Steel far Buildings` arid shall be ASTM MQ. 170 MPH(3-SEC 015T)tan"C" _� 9-36 U.O.N All baits holes shall be punched or ailed: burning �{ of not be p hall ales hsermitted. AN structural steel shall have ane shop cantof paint CANTERBURY 4 STRUCTURAL AND MISCELLANEOUS STEEL shall be in accordance with AISC Specification for Use Design, Fabrication and Erection of Structural Steel for Buildings' and shall be SPECIAL INSPECTIONS BY OWNERS TESTING AGENCY A5114 A-•36 U.U.N. all bolts holes shall be punched or drilled; boring at holes shod/ not be permitted. Ali structural steel - 10310 SW CANTERBURY LANE is to galvanized. Special inspections and testing shall be performed by an approved agency in accordance with the Oregon Structural Specialty Cade TIGARD,OR 97224 All Materials Shall Conform to the following Standards (OSSC)Sections 1703 and 1704, and with the Statement of Special Inspect+ons as required by FBC Sections 1764.1 1 and 1705 for Pipe' A53 Gr B(Min Fy= 35 ksi) building structural elements surnmcrized on follows. DATE RELEASE ShapesASTM A36/ASTM 9572 Gr. 50 Wide flange. ASTIR 4992 1 STRUCTURAL STEEL CONSTRUCTION per OSSC Sections 1704 3 22/18 PRELIM UPGRADE DWGS Tubes: A500 Cr 6.Fy= 46 ksi and Table 1714.3 including material identification, and Shot) Melding 3/6/18 PRELIM UPGRADE DWGS Plates: ASTM 936 ease Plates. AS TM 4572 3/30!18 PRELIM UPGRADE DWGS Weida: £7085 Electrodes 4!10!18 FINAL UPGRADE DWGS Structural Bolts: ASTM A325N Nan-structural Bolts: SAE J429 Gr. 5 420/18 FINAL UPGRADE DWGS U Bolts: SAE J429 Gr. 2 5/3/18 FINAL UPGRADE DWGS Threaded Rod: ASTM A36/SAE J429 Cr. 2 Anchor Bolls: 45154 F1554-36 PROF', 7/24/18 FINAL UPGRADE All structural bolts shall be tightened to"Snug-Tight-as i'ir��f� 7/27/18 FINAL UPGRADE DWGS defined try AISC 14th EDIE - 7/30/18 FINAL UPGRADE DWGS 5. WELDING shall comply with pertinent recommendations of the . '.� -- • 8/8/18 FINAL UPGRADE DWGS American Welding Society. Ouolify welding processes and welding +t''.4 n Wf �' operators in accordance with AMS"Standard Qualification -'04.`.-i*Y'- DRAWING INFORMATION: Procedures'- Electrodes snail be E-7D series, and shall conform du with AISC specifications. l (ewes'ys,7or,3 I THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. AC T1o04 DATE 8r DEzcewsON ...IRE coNSULTING, L/C WCCCA SHELTER TIE-DOWNS yc,E. AS mon REPRODUCTION OR USE OF THIS DRAWING AND/OR r. _ -, hR°FESS,ON AL EN GOWEN axa 3•.o•ae■ ,�41.000.411 a„,,,� SHELTER ONE Ci 15215105-24014 01,1 1214/17 THE INFORMATION CONTAINED IN IT IS FORBIDDEN -. OW),,._,,r 4 LAT. 46.71N, LONGIT. 129.48-11 DRAWN 9r.Rol WITHOUT THE WRITTEN PERMISSION OF THE OWNER. WASHINGTON COUNTY, OR 5WD NO.:SI.6 PLANS PREPARED BY: cushin Civil Engineers Don Cushing Associates Civil Engineers 107 SE WASHINGTON STREET SUITE 265 4., ., e,40 PORTLAND,OR 97214 v ti + (503)387-5331 4 5,,lel www.cushing-engr.com /.,. .-- `t. '4'ir.hi ii,s4P,IY LICENSURE: PH, 07.1.ES.13Gt0+. J IE)0104153 9fiItR PERIMETER SIND o 3-50 15 PI 1,140-i. i!8 7 t0 OWING FLeR# O --- sA NOT USED , ♦ I 0-1'BRC P,A1T '.>1 {E}a 114 (E)je Ise reD CONC.51•40 eis. I RIs![POET moo 1tFl;D-0Oft r 4,j(10)RAMSEDGE N. SHEET TITLE: r-0' I SHELTER TIE-DOWNS 2 DETAIL 1 SHELTER ANCHORS _ S2 0 SCALE : 3/4" = 1'-0" S2.0 SCALE . 3/4" = 1'-0" ACTION DATE BY DESCRIPTION - a,ivc ca,isuL nNc,LLC )WCCCA SHELTER TIE-DONS SCALE: AS SOU __ __._ PRpFEssiaN AL ENGINEER eso se eowc,c.cane.M.wwvau.o•.,,a. SHELTER ONE C115215105-24014 DATE: 12/4/17 (ia,)+»_.0.4 ORA*ITT.43 WASHINGTON COUGNTY.IT. COR O�� %CP NC S20 +�e NO..1�-oe� I� . SHEET NUMBER: C-5.3 SHELTER TIE-DOWNS 1 BACK 112"0 HOLE W/1/2"X 2" 61 2" NOTE:DOCUMENTATION FOR THE GENERATOR IS TO BE PROVIDED BY THE SUPPLIER CERTIFYING THAT ALL HAZARDOUS CONTENTS AIR INTAKE ALL-THD(3-3/4"EMBED.) 9/16"O HOLE WI 1/2"X 7 WILL REMAIN CONTAINED FOLLOWING THE DESIGN EARTHQUAKE FOR THIS SITE.CERTIFICATION OF CONTAINMENT IS TO BE KOHLER CO 40REZG ALL-THD(3-3/4"EMBED.) 40 KW 60 HZ 240V AC AREA / • PROVIDED BY 1)ANALYSIS,2)APPROVED SHAKE TABLE TESTING IN ACCORDANCE WITH SECTION 13.2.5 OF ASCE 7,OR 3) 9/16"0 HOLE W/1/2"X 7" • 9 ® •_ EXPERIENCE DATA IN ACCORDANCE WITH ASCE 7 SECTION 13.2.6.EVIDENCE DEMONSTRATING COMPLIANCE OF THIS REQUIREMENT BACKUP GENERATOR ALL THD(3-3/4"EMBED) 2' 6 3 ' O SHALL BE SUBMITTED TO THE LOCAL JURISDICTION AFTER REVIEW AND APPROVAL BY THE ENGINEER OF RECORD. s /t 0 SIDE KOHLER CO.40REZG 40 s _ i ,�n_ 9/16"0 HOLE W/1/2"X 7" , 36 ALL THD(3 314"9/16"0 HOLE W/1/2"X 7" KW 60 HZ 240V AC MU ■■■ 3' ALL THD(3-3/4"EMBED) EMBED.) W1 BACKUP GENERATOR ■■■■■■■ MK1 ANCHORAGE.ORAGE: • 0. Q •— --- ■■■■■■■ 2-#12 THHN PLUS#12 . 4-PIECES 3"X 3"X 1/4"WASHERS FOR CLAMPING • • GROUND IN 3/4"RIGID PVC 2-PIECES FB 2"X 114"X 78"±DIAGONALS,GALVANIZED A36 POLICE • FIRE •MFnIC ,; CONDUIT(BLOCK HEATER) 4-PIECES 1/2"X 7"ALL THD ANCHOR BOLTS,PROJECT 2",PROVIDE 3 NUTS AND 3 LOCK FRONT KOHLER CO.40REZG AND BATTERY CHARGER WASHERS EACH,2 FOR ALL-THD LOCK TO FB 40 KW 60 HZ 240V AC 2-CAT-5 CONTROL WIRING 1-PIECE 1/2"X 2"ALL-THD WITH DOUBLE NUTS AND DOUBLE LOCK WASHERS FOR CENTER PROJECT INFORMATION: BACKUP GENERATOR IN 314"RIGID PVC ® ® ® ® ® LOCK-IN POSITION CONDUIT 1A/-� SEE GENERATOR SPEC SHEET FOR DIMENSIONS 3-#2 THHN PLUS#8 SMK1EE ANCHORAGE, MK1 ANCHORAGE, THREADED ANCHORS TO BE GALVANIZED A307,A36,OR ASTM F1554 GRADE 36 V V AND WEIGHTS GROUND IN 2"RIGID I, I SEE SHEET SEE DETAIL#3 , • EMBED.ANCHORAGE TEMPLATE TO BE HOT DIPPED GALVANIZED CANTERBURY PVC CONDUIT o THIS SHEET 4 GENERATOR PLAN SCALE NTS 1 1-CAT-5 HALL EFFECT lining O, , 6" O O NOTE CONTRACTOR IS TO VERIFY THAT ALL PROPOSED ANCHORS WILL PROVIDE ■■I■_ .., FUEL SENSOR WIRING IN — FG FG FG ADEQUATE ALIGNMENT&FIT PRIOR TO POURING CONCRETE PADS,NOTIFY DON CUSHING 1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS =■■■�� } 18" AND CONDITIONS AND NOTIFY ENGINEER OF RECORD OF 3/4"RIGID PVC CONDUIT / ,•_ -__ I #4 X 25"X12"@ ASSOCIATES IF ANY DISCREPANCIES EXIST 10310 SW CANTERBURY LANE git I 11C II 12"O.C.TYP _ TACK WELDING ANCHOR BOLTS AND X FRAME IS OPTIONAL TO SECURE.CONTRACTOR ANY DISCREPANCIES PRIOR TO START OF WORK #4 CONT.IN / ={I - /_ -= NEEDS TO TAKE EXTRA CAUTION WITH WELDING GALVANIZED MATERIAL AND PROTECT TIGARD,OR 97224 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TURNED-DOWN EDGE 12" ' I— =11' '-i!p' "-=w=ii1=11 1=1 12" STRUCTURAL STABILITY DURING CONSTRUCTION.THE FOOTING ��— - r� WORKERS,ALL WELDS AND FIELDING DRILLING TO BE COLD GALVANIZED DATE RELEASE 4'-0"X 9'6"X 8" 6"MIN,COMPACTED GRAVEL STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN FUEL LINE CONNECTION;1" FRONT CONCRETE PAD W/#4 SIDE BASE UNDER PERIMETER BACK GENERATOR AND PROPANE TANK ANCHORS ARE DESIGNED TO MEET THE ESSENTIAL FACILITY CODE REQUIREMENTS INCLUDING SEISMIC. 212/18 PRELIM UPGRADE DWGS DESIGNED FOR STABILITY UNDER THE FINAL NPT FEMALE COUPLING @ 12"O.0 EA.WAY FOOTING AND SLAB 3/6/18 PRELIM UPGRADE DWGS CONFIGURATION ONLY 3,30/18 PRELIM UPGRADE DWGS 3 CODE:2014 OREGON STRUCTURAL SPECIALTY CODE GENERATOR ELEVATION SCALE SCALE NTS 3 NTS 2 MK1 EMBED. ANCHORAGE TEMPLATE V 4/10/18 FINAL UPGRADE DWGS (OSSC). / 4. THE FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE 4/20/18 FINAL UPGRADE DWGS SOIL BEARING PRESSURE OF 1,500 PSF. 5/3/18 FINAL UPGRADE DWGS 5. CONCRETE:FOOTINGS,F'C=2,500 PSI MINIMUM NOTES: LEGEND NOTES: / 10'0"REQUIRED PROPANE 7/24/18 FINAL UPGRADE DWGS COMPRESSIVE STRENGTH AT 28 DAYS. 1 PROPANE TANK REGISTERED WITH D4 SHUT-OFF VALVE 1. SYSTEM SHOULD COMPLY WITH R56 GUIDLINES TANK SETBACK BUFFER; 7mn8 FINAL UPGRADE DWGS NATIONAL BOARD AND COMPLIES = UNION 2. CONFIRM CONNECTIONS PROVIDED WITH FUEL TANK NO IGNITION SOURCES 7118 FINAL UPGRADE DWGS 6. REINFORCING STEEL FY=60,000 PSI AND INSTALLED PER NFPA 58 CODE APRESSURE REGULATOR 3. USE GASEOUS LP VAPOR WITHDRAWAL SYSTEM \ WITHIN SETBACK 7. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE IN / eana FINAL UPGRADE DWGS ACCORDANCE WITH AISC SPECIFICATION FOR THE DESIGN; 2. PROPANE TANK INSTALLED AT LEAST 4. TO CODE OFFICIAL,PAD IS FOR EQUIPMENT ONLY(NO BUILDINGS) 10 FT FROM EXTERNAL SOURCE OF [� SOLENOID VALVE 5. CONTRACTOR IS TO VERIFY THAT ALL PROPOSED ANCHORS WILL PROVIDE ADEQUATE FIT DOME FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR D4 \ DRAWING INFORMATION: BUILDINGS AND SHALL BE ASTM A-36 U.O.N.ALL BOLTS IGNITION o FLEXIBLE CONNECTION PRIOR TO POURING CONCRETE PADS,NOTIFY DON CUSHING ASSOCIATES IF ANY / 7 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE HOLES SHALL BE PUNCHED OR DRILLED;BURNING OF DISCREPANCIES EXIST MK2 ANCHORAGE,SEE PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY HOLES SHALL NOT BE PERMITTED.ALL STRUCTURAL STEEL 3/4"DIA.CONDUIT W/CAT-5 = DETAIL#6 THIS SHEET FOR USE BY THE OWNER AND ITS AFFILIATES. FUEL GUAGE,R3D �.t. REPRODUCTION OR USE OF THIS DRAWING AND/OR SHALL HAVE ONE SHOP COAT OF PAINT. FOR HALL EFFECT FUEL ALL MATERIALS SHALL CONFORM TO THE FOLLOWING ���►4ill THE INFORMATION CONTAINED IN IT IS FORBIDDEN SENSOR,DS_1318 \ _ / 1,000 GAL TRINITY LIQUID WITHOUT THE WRITTEN PERMISSION OF THE OWNER. STANDARDS: �: PROPANE FUEL TANK OR PIPE: A53 GR B(MIN.FY=35 KSI) I DOME lill KOHLER CO.40REZG 40 KW EQUAL ON 5-0"X 16-0"X 8" PLANS PREPARED BY: SHAPES: ASTM A36/ASTM A572 GR.50 RELIEF VALVE 0 -f —3/4"NPT PE FUEL LINE FROM 60 HZ 240V AC BACKUP I THICK CONCRETE PAD WI WIDE FLANGE: ASTM A992 PLAES A360 GR B,FY=46 KSI VAPOR WITHDRAWAL 1.000 GAL TRINITY PROPANE LQUD PROPANE GENERATORNK TO = 9 - 1 - 1 WCCCA POLICE' FIRF • MEDICAL PROJECT INFORMATION: W-2 CANTERBURY 10310 SW CANTERBURY LANE TIGARD,OR 97224 DATE RELEASE 2/2/18 PRELIM UPGRADE DWGS 3/6/18 PRELIM UPGRADE DWGS 3/30/18 PRELIM UPGRADE DWGS 4/10/18 FINAL UPGRADE DWGS 4/20/18 FINAL UPGRADE DWGS 5/3/18 FINAL UPGRADE DWGS 11T1UT SERVICE V TH 7/24/18 FINAL UPGRADE DWGS GROUND TER 7/27/18 FINAL UPGRADE DWGS W 120/240 VAC METER �T/r 10/3W 60Hz {eY OIH MAN 3`GM 0; ATS 200 7/30/18 FINAL UPGRADE DWGS Ax QCT TO LOCAL CODES) i � N GAO Iii° ���} �� + U11UTr ea 1e FINAL UPGRADE DWGS -�-- .. . {SYN RIK R1 04 OND DRAWING INFORMATION: I00 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE /-,� PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY ) I FOR USE BY THE OWNER AND ITS AFFILIATES. I REPRODUCTION OR USE OF THIS DRAWING AND/OR 60 THE INFORMATION CONTAINED IN IT IS FORBIDDEN ,---ti WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ,}3/O A* GND ,,Q PLANS PREPARED BY: • ,21�i��o �A� B�OTHERS � 1 cushipgBY OTHRS , /4 AWi Cvl Eng ON gTE - �' Don Cushing Associates GENERATORCivil Engineers RECEPTACLE 200A". 1 Iffill 107 SE WASHINGTON STREET SUITE 265 PORTLAND,OR 97214 (503)387-5331 www.cushing-engr.com ONE-LINE WIRING DIAGRAM LICENSURE: SCALE; NONE SHEET TITLE: ONE-LINE DIAGRAM SHEET NUMBER: C-6.1 ONE-LINE DIAGRAM SCALE NTS 1 STRUCTURAL BY OTHERS STRUCTURAL BY OTHERS THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY 9 - 1 - 1 WCCcA POLICE •FIRF • MEDICAL REMOVE EXISTING COLLAR MOUNT AND STAND OFF ARM ON EAST SIDE AND PROJECT INFORMATION: INSTALL NEW COLLAR MOUNT AND MODIFIED ADJUSTABLE STAND OFF ARM REMOVE EXISTING COLLAR /� -2 TO CREATE A 10'CENTER TO CENTER MOUNT AND STAND OFF ARM ON V V SEPARATION AND MOUNT NEW(1)700/ WEST SIDE AND INSTALL NEW CANTERBURY 800 MHz RX ANTENNA W/TTA COLLAR MOUNT AND MODIFIED REF 3,5(TTA) ADJUSTABLE STAND OFF ARM TO CREATE A 10'CENTER TO MOUNT EXISTING(1)800 MHz RX CENTER SEPARATION AND ANTENNA ON TO NEW COLLAR MOUNT MOUNT NEW(1)7001800 MHz RX 10310 SW CANTERBURY LANE REF.1 ANTENNA W/TTA TIGARD.OR 97224 EXISTING LIGHTNING ARRESTOR REF.4,5(TTA) REF.16 RELOCATE EXISTING TTA TO BE DATE RELEASE MOUNTED ON SAME ARM AS PROPOSED 6"0 MW ANTENNA 212`16 PRELIM UPGRADE DWCS EXISTING(1)800 MHz RX ANTENNA EXISTING TTA EXISTING 800 MHz RX ANTENNA TQF BERWOOD @ 209°AZIMUTH 3/6'18 PRELIM UPGRADE DWGS REF.1 REF.2 3/30118 PRELIM UPGRADE DWGS TOP OF TOWERi.PROPOSED 6'0 MW ANTENNA TOP OF TOWER 4110/16 FINAL UPGRADE DWCS 1 @ 120'-0"AGL+l- RAD CENTER @ 120'-0"AGL+/- @ 120'-0'AGL+/- 4/2018 FINAL UPGRADE DWCS • EXISTING 800 MHz RX ANTENNA _ / EXISTING 4'0 MW ANTENNA EXISTING 800 MHz RX ANTENNA \ j�l ` EXISTING 4'0 MW ANTENNA 5/3116 FINAL UPGRADE DWCS BASE ELEVATION @ 120'-0"AGL+/- /RAD CENTER @ 11T-0"AGL+l-II "FBASE ELEVATION @ 120'-0"AGL+/- - -I i I�. /RAD CENTER©11T-0°AGL+l-"' 7/24,18 FINAL UPGRADE DWCS • --EXISTING 6'0 MW ANTENNA EXISTING 800 MHz TX ANTENNA ON ! 7/27118 FINAL UPGRADE DWGS / EXISTING 6'0 MW ANTENNA EXISTING 6'0 MW ANTENNA RAD CENTER 116'0"AGL+/ I $ NORTH FACE OF EXISTING PLATFORM 7/30118 FINAL UPGRADE DWGS ® RAD CENTER @ 114'-0"AGL+/- RAD CENTER @ 114'-0"AGL+l EXISTING 6'0 MW ANTENNA TO TO REMAIN \L- 8/8/18 FINAL UPGRADE DWGS BURNTWOOD 324.24°AZIMUTH REF 13 C� EXISTING 4'0 MW ANTENNA TO EXISTING 4'O MW ANTENNA TO DRAWING INFORMATION: REF.6 ! PETE'S MTN®138.2°AZIMUTH RELOCATE EXISTING 800 MHz TX PETE'S MTN @ 138,2°AZIMUTH THIS DRAWING IS COPYRIGHTED AND IS THE SOLE REF 24 ANTENNA ON NORTH FACE OF REF 24 PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY EXISTING PLATFORM FOR USE BY THE OWNER AND ITS AFFILIATES. EXISTING 6'0 MW ANTENNA TO REF 15 EXISTING 6'0 MW ANTENNA TO REPRODUCTION OR JS_OF THIS DRAWING AND/OR • EXISTING VARIOUS OMNI ANTENNAS PARRETT MOUNTAIN Q 215.84° PROPOSED(2)700/800 MHz TX ANTENNAS . ' PARRETT MOUNTAIN @ 215.84° THE INFORMATION CONTAINED IN IT IS FORBIDDEN BASE ELEVATION @ 96'-0"AGL+/- 1 Q 1 AZIMUTH `r BASE ELEVATION @ 96-0"AGL+/- r AZIMUTH WITHOJT THE WRITTEN PERMISSION OF THE OWNER. ' ' - REF.23 REF.23 PLANS PREPARED BY: INSTALL(2)NEW 700/800 MHz TX EXISTING(1)900 MHz PAGING ANTENNAS TO BE SPACED 10' EXISTING(1)900 MHz PAGING Ii 11EXISTING(2)800 MHzTX ANTENNASANTENNA MOUNTED ON CENTER TO CENTER ANTENNA MOUNTED ON ��C�1\J 1 7 Yl ON NORTH FACE OF EXISTING SOUTH FACE NEW AND EXISTING ANTENNAS TO BE SOUTH FACE PLATFORM I ( REF.11 SPACED EQUALLY ON NORTH FACE REF 11 Civil Engineers REF 13,15 OF EXISTING PLATFORM.CORNERS ON ADJACENT FACES OF PLATFORM Don Cushing Associates NOTE:EXISTING 1 TRIMET 700 TO REMAIN EMPTY -_ EXISTING 6'0 MW ANTENNA Civil Engineers EXISTING PLATFORM ( 1 REF 12,14 J q, RAD CENTER®75'-0"AGL+/ 107 SE WASHINGTON STREET MHz RX/TX ANTENNA(REF.9) AND EXISTING(1)800 MHz MDT _- - SUITE 265 OR ANTENNA(REF.10)MOUNTED EXISTING 6'0 MW ANTENNA @ 116' � POR 15031 87.53317214 ON EAST FACE NOT SHOWN RAD CENTER TO BE RELOCATED TO www.cushing-engr.com j FOR CLARITY,SEE SHEET C-9 75'RAD CENTER WITH TBD°AZIMUTH E NOTE:EXISTING(1)TRIMET 700 TO COOPER MTN MHz RX/TX ANTENNA(REF.9) LICENSURE: REF 6 ON EAST FACE NOT SHOWN I FOR CLARITY,SEE SHEET C-9 EXISTING 120'TALL MONOPOLE EXISTING(1)800 MHz MDT I ANTENNA(REF.10)TO BE REMOVED,TERMINATE LINE I KIT,WEATHER SEAL I I CONNECTORS AND SECURE LINE TO EXISTING MOUNT I I ' I I EXISTING 11'-9"X 21'-9" EQUIPMENT SHELTER 1 SHEET TITLE: TOWER N - ELEVATIONS 1 GROUND LEVEL[GL) a 4 GROUND LEVEL(GL) SHEET NUMBER: EXISTING WEST ELEVATION 1 PROPOSED TOWER LOADING WEST ELEVATION 2 C-7 11X17 SCALE:1'=20' 22X34 SCALE:1"=10' 11X17 SCALE:1"=20' 22X34 SCALE:1"=10' TOWER LOADING - RFDS REV. 6 DATED 8/7/18 LMR 800 LMR 800 P25 800 MHz MDT I TRIMET Microwave 2-ParrettMtn Microwave 2-Pete'sMtn Microwave 1-Cooper Mt Microwave 2-Sherwood I GPS GPS(P25) Paging(900 MHz) GPS Paging Air Terminal 9 111, 1 NW 1. Equipment Manufacturer Equipment Model# _ , Mtenna Data Rx EXISTING _ EXISTING EXISTING/NEW DESIGN NEW DESIGN C Manufacturer AmpenoWCCA hl Sinclair Am penol Andrews hSinclair RFS AndRFS RFS Tnmbe Trimble Trimble (Model BCD-800101-EDIN-x-25 SC479HF1LDFD4NUP BCD-800101-EDIN-x-25 SC412-HL VHLP6-11A VHLP4-11WA SBX6-W1000 SBX6-W100C Bullet III Bullet III Accutime Weight/(W 33 1 34 33 1 79 209 71 198 198 5 5 5 Dimensions(inches)(Hx'WxD) 134.5x43 173.4 x 3.5x 3.5 1345x43 251.5x5 6 - 4' 6 6 261x305 261x305 2.85x374 POLICE• FIRE•MEDICAL Wind Load Area(12"Ice)ft° 73 lbf See Data Sheet 73 Ibf 142 124 124 See Data Sheet See Data Sheet N/A N/A N/A Gain(dBd)/(dBi) 10 OdBd12( 1s 3) __- 9 5/11 65 10 OdBd(12 1 d8i) 11 5dBd/13.6dBi 43 8 40 7 43 4 dBi 43 4 d8i 30 30 _ WA Number of Antennas(Rx) 1 2 1 1 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 2 2 1 'Duplex Rx/Tx N NY Y Y _ Y Y N N N PROJECT INFORMATION: RAD Center Rx(ft) 125 127 101 103 114 117 75 120 Ice Bridge 21 Ice Bridge Mounting Elevation Rx(ft) 120 120 120 120 96 96 114 117 75 _ 120 Ice Bridge 20 Ice Bridge NA -n (Reference Number 1 2 3/4 - 5 10 9 _ 23 24 _ 6 8 17/18 19/20/22 21 16 L I.Azimuth'TN 21584 138.2 TBD 209 H Polarity __ CANTERBURY Horizontal Beamwidth Verticle 1 5 1 360 (Electrical/Mechanical Tilt' 1 1 (,Tag Identifications _ _ Mtenna Data Tx 'Manufacturer Amphenol Sinclair _ Am phenol 10310 SW CANTERBURY LANE Model BCD-800101-EDIN-x-25 SC479HF1LDFD4NUP BCD-87010-EDIN TIGARD,OR 97224 Weight(lbs) 33 1 34 - 27 Dimensions(inches)(H,VV 0) 134 5 x 4 3 17340 3 5 x a5 _ _ 134 x 26 Wind Load(W100mph) 73 lbf See Data Sheet DATE RELEASE Gain(dBd)/(dBi) 10.01Bd(12 ldBi) - 95 - 10dBd(12 1 dBi) 22118 PRELIM UPGRADE DWGS Number of Antennas(Tx) 2 2 _ 1 RAD Center Tx(ft) 101 103 _ —1_ 316118 PRELIM UPGRADE DWGS Mounting Elevation Tx(It) 9696 3!30118 PRELIM UPGRADE DWGS (Reference Number 13/15 12/14 _ - 11 4!10118 FINAL UPGRADE DWGS ,Azimuth*TN 420/18 FINAL UPGRADE DWGS i Polarity Horizontal Beamwidth 5/3/18 FINAL UPGRADE DWGS Electrical/Mechanical Tilt' 724/18 FINAL UPGRADE DWGS Tag Identifications 727/18 FINAL UPGRADE DWGS Feed Lines Rx LMR 800 TTA-Testport Cable LMR 800 P25 TTA Test Cable(P25) 800 MHz MDT TRIM ET Microwave 2-ParrettMtn Microwave 2-Pete'sMtn Microwave 2-Cooper Mt Microwave 2-Sherwood GPS GPS P25 Paging(900 MHz) GPS Paging Manufacturer Commscope Commscope - - Commscope 7/30/18 FINAL UPGRADE DWGS Number of Feeders 1 1 2 1 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 1(Rx&Tx) 2 2 1 8/8118 FINAL UPGRADE DWGS Feeder Type LDF5 LDF2 AVA5-50 LDF4-50A FSJ4 LDF5 E105 waveguide E105 waveguide EU90 EU90 FSJ1 LDF4-50A Propnetary cable Feeder Length(ft) 170 40 20 DRAWING INFORMATION: Number of Jumpers 1 2 2 2 1 1 - THIS DRAWING IS COPYRIGHTED AND IS THE SOLE Jumper Type FSJ4 FSJ1 LDF4-50A LDF4-50A FSJ4 FSJ4 Flex wavequide _ Flex waveguide Flex wavequide Flex waveguide FSJ1 None PROPERTY OF THE OWNER IT IS PRODUCED SOLELY (Jumper Length(ft) 30' - 10 10 30 30' 24" 24" 24" 24" 30(x2) FOR USE BY THE OWNER AND ITS AFFILIATES. 'Lightening Arrestor DCSOLNZ+26MA DCSOLNZ+26MA HS 3409-01-0066 IS-NEMP-C2-MA None None None None - __ IS-MR50LNZ+6(x2) REPRODUCTION OR USE OF THIS DRAWING AND/OR lag Identification(Labeling) R-W-G-R R-W-G-V V-W-G-R/V V-W-G-G R-W-B-R B-W-B-R None None R-W-V-V R-W-V-G R-W-Y-R/V V-W-Y-R/V/G R-W-Y-G THE INFORMATION CONTAINED IN IT IS FORBIDDEN !Entry Port Location D1 D2 C2 F2 Cl Al Cl Al D2 Cable Number WITHOUT THE WRITTEN PERMISSION OF THE OWNER. Overall Insertion Loss PLANS PREPARED BY: Feed Lines Tx Manufacturer Commscope iil Number of Feeders 2 2 _ 1Feeder Type LDF5 AVAS-SO - - FSJ4 C U S Feeder Length(ft) Civil Engineers Number of Jumpers 2 2 Jumper Type FSJ4 LDF4-50A FSJ4 -- Don Cushing Associates Jumper Length(ft) 30' 10 30/HS 3ao- Lightening Arrestor IS-CT5OHN-MA(x2) 9-o1-0066 Civil Engineers Tag Identification(Labeling) R-W-R-R/V V-W-R-R/V R-W-R-G 107 SE WASHINGTON STREET Entry Port Location Fl/ElC2 - SUITE 265 Cable Number PORTLAND,OR 97214 Overall Insertion Lass (503)387-5331 Miscellaneous Tower Hardware TTAP25 _ www.cushing-engr.com Tower Top Amplifier(TTA) Bird _ - (TTA)Model 437-831-01-T LICENSURE: (TTA)Weight(lbs)/Dimensions(inches) 25/11 3 x 7 x 10 2 (TTA)Quantity/Mounting Elevation_ 2/120 Remote Radio Head Elevation Remote Radio Head Weight(lbs) - Remote Radio Head Dimensbons(inches' Lightening Arrestor _ RF Tx Power - - TPO ERP(dBm/Watts) TOWER MANUFACTURER: VALMONT ORDER#:18612-05 CLIENT REQUEST(REVISION G PARAMETERS): DRAWING#:DD3374Z • STRUCTURE CLASS III FOUNDATION#:B-121289 • EXPOSURE CATEGORY D • TOPOGRAPHIC CATEGORY SITE SPECIFIC CLASSIFICATION OF STRUCTURE: • CLASS THREE STRUCTURES USED PRIMARILY FOR ESSENTIAL COMMUNICATIONS SHEET TITLE: SUCH AS:CIVIL OR NATIONAL DEFENSE,EMERGENCY,RESCUE OR OTHER DISASTER OPERATIONS,MILITARY AND NAVIGATION FACILITIES. EXPOSURE CATEGORY: TOWER LOADING • EXPOSURE D RFDS TOPOGRAPHIC CATEGORY: Rr DS • SITE SPECIFIC THIS STRUCTURE WILL ALSO MEET THE REQUIREMENTS FOR AN ULTIMATE WIND SPEED OF 130 MPH(RISK CATEGORY IV),IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE. SHEET NUMBER: Q C-8 GENERAL NOTE:ALL RUSTED OR DAMAGED TOWER STRUCTURAL BY OTHERS MOUNTING HARDWARE OR MOUNTS SHALL BE N MV REPLACED WITH NEW DOUBLE DIPPED GALVANIZED ,160 -1. OR STAINLESS PARTS,AS APPROPRIATE 9 .4 _ PROPOSED 800 MHz TX ANTENNAS TO BE ANTENNAS TO BE SPACED EQUALLY ON NORTH WCCCA SPACED 10'CENTER TO CENTER ON NORTH FACE OF EXISTING PLATFORM.CORNERS ON EXISTING 6'0 MW ANTENNA TO FACE OF EXISTING PLATFORM ADJACENT FACES OF PLATFORM TO REMAIN BURNTWOOD @ 116'RAD EMPTY CENTER TO BE RELOCATED TO EXISTING 800 MHz RX PROPOSED 700/800 MHz 75'RAD CENTER WITH TBD° ANTENNA @ 120'BASE POLICE. • FIRE •MEf MCAL. TX ANTENNA AZIMUTH TO COOPER MTN ELEVATION REF 14 REF.6 REF.1 PROJECT INFORMATION: RELOCATE EXISTING �' BOO MHz TX ANTENNA REF 15 � • REPLACE EXISTING PROPOSED 700/ EXISTING 800 MHz TX ��j!_r COLLAR MMOUNT 800 MHz RX W-2 ANTENNA&TTA CANTERBURY ANTENNA TO REMAIN ..,..1 4,•� I STIFF ARM,TYP. @ 120 BASE REF.13 EXISTING TRIMET 700 RELOCATE EXISTING TTA ELEVATION PROPOSED 700/800 MHz i FROM WEST MOUNT TO REF 4,5 MHz RX/TX ANTENNA (TTA} TX ANTENNAIll TO REMAIN NORTH MOUNT REF.12 ::;;'./:,777/. REF.9 EXISTING 60 MW REF 2(TTA} \I 10310 SW CANTERBURY LANE i ANTENNA 114'RAD �� � i ` illi CENTER TO PARRETT lid `�FAQ TIGARD OR 97224 4,40,1% / MOUNTAIN,AZIMUTH te' ___� MINI 21584° PROPOSED 700!800 MHz ,*r DATE RELEASE -'7"... ��� . - EXISTING(1)800 MHz RX ANTENNA&TTA(�120' 2/2/18 PRELIM UPGRADE DWGS WJ , q REF 23BASE ELEVATION3r5na PRELIM UPGRADE DWGS MDTANTENNA(REF 10) III EXISTING LIGHTNING TERMINATEOLINE KIT, ; • REF3,5(TTA) ��' ARRESTOR 313318 PRELIM UPGRADE DWGS � �` WEATHER SEAL `° REF.16 4/20/184/10/16 FINAL UPGRADE DWGS \ NAL UPGRADE DWGS CONNECTORS AND \, „ .k 411 SECURE LINE TOEXISTING EMPTY5/3/18 FINAL UPGRADE Dwcs EXISTING MOUNTMOUNT7narla FINAL UPGRADE Dwcs EXISTING 900 MHz PAGING �rz�rls FINAL UPGRADE DWGS THIS DISTANCE MUST ANTENNA TO REMAIN EXISTING 4'0 MW �` • BE EXACT TO 7/30/18 FINAL UPGRADE DWGS REF.11 ANTENNA @ 11T RAD CENTER TO PETE S ENSURE 10'CENTER 8/8/18 FINAL UPGRADE DWGS MOUNTAIN,AZIMUTH TO CENTER 138 2° SEPARATION OF RX DRAWING INFORMATION: ANTENNAS THIS DRAWING IS CO'vRIGHTED AND IS THE SOLE REF.24 PROPERTv OF THE OWNER IT IS RODJCED SOLEL" PROPOSED 6'0 MW FOR USE By THE OWNER AND ITS AFFILIATES. ANTENNA 120'RAD REPRODUCTION OR JSE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN CENTER TO SHERWOOD, WITHOUT THE WRITTEN PERMISSION OF THE OWNER. AZIMUTH 209° REF 8 PLANS PREPARED BY: OAZIMUTH DIAGRAM (96' ELEVATION) 2 AZIMUTH DIAGRAM (MICROWAVE ELEVATION) 3 AZIMUTH DIAGRAM (120' ELEVATION) C S SCALE: N.T.S. SCALE:N.T.S. SCALE:N.T.S. CII in Civil Engineers Don Cushin_g Associates Civil Engineers 107 SE WASHINGTON STREET SUITE 265 PORTLAND.OR 97214 (503)387-5331 www.cushing-engr.com LICENSURE: GPS LMR ANTENNA GPS P25 ANTENNA GPS 900 PAGING MOUNTED TO ICE MOUNTED TO ICE ANTENNA MOUNTED BRIDGE BRIDGE TO ICE BRIDGE REF.17 REF 19 REF.21 • • 707 GPS LMR ANTENNA GPS P25 ANTENNA GPS P25 ANTENNA MOUNTED TO ICE MOUNTED TO ICE MOUNTED TO)CE BRIDGE BRIDGE BRIDGE REF.18 REF.20 REF.22 SHEET TITLE: TOWER LOADING RF PLAN SHEET NUMBER: ICE BRIDGE DIAGRAM C-9 SCALE:N.T.S. 9 - 1 - 1 , . i POLICE•FIRE•MEDICAL REVISIONS - ESC IF' DATE BYiCK PROJECT INFORMATION: \\` PARTS LIST W-2 UOB4 12' TO 60 POLE MARK DESCRIPTION OTY CANTERBURY REF.,z . .____ / \;\ 147662 STANDOFF - 24" 1 � ' i .---- 147664 STADOFF 30'-42" 1 147676 STADOFF 48'-60' 1 10310 SW CANTERBURY LANE P263 PIPE 2 3/8 OD x 63' 1 \. 25366 SHIM 2 TIGARD;OR 97224 TYP. B10 DATE RELEASE 212/18 PRELIM UPGRADE DWGS \ 3/6/18 PRELIM UPGRADE DWGS *'l.,' 3/30/18 PRELIM UPGRADE DWGS HADY Y A R- LIST 4/10/18 FINAL UPGRADE DWGS 147662 ( 4/20!18 FINAL UPGRADE DWGS o (NJSYM OTY DESCRIPTION I 573118 FINAL UPGRADE DWGS (1^17/24/18 FINAL UPGRADE DWGS 760 o 1[A • B10 4 5/80 x 2 1/2 A325 BOLT, NUT & L.W. �- J20 2 5/80 x 5 G5 BOLT, NUT & L W 7/27/18 FINAL UPGRADE DWGS 7/30/18 FINAL UPGRADE DWGS v UB 2 1/20 x 2 1/2 x 4 U-BOLT, F W., L.W. & NUT 8/8/18 FINALUPGRADEDWGS o v A DRAWING INFORMATION: ------ 147664 USE AS NEEDED NOTE QUATITIES FOR ONE STANDOFF ARM THIS DRAVANGISCOPYRIGHTED AND ISTHE SOLE .gyp PROPERTY OF THE OWNER.IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. U REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 147676 USE AS NEEDED PLANSPREPAREDBY: 1 cushing 2 3/8 OD x 63` P263I— co co Civil Engineers 147664 CC I Don Cushing Associates L /, \ VIEW OR p• Civil Engineers /'1 107 SE WASHINGTON STREET 1/2"=1'-0' 147676 147662 INSTALL WITH Q SUITE 265 SEAM SIDE ON TOP 0 PORTLAND.OR 97214 Q co l! (/j (503)387-5331 -�- P263 2 3/8 OD x 6Y o www.cushing-engr.com 0 LICENSURE: j1 rill Q N o TYP. 610 147662 TYP. c . ' i i 25366 b: W o 16. , I') ADD SHIMS _ o IMMO - ■-ISI ~9 A S R E Q'D m L L ` - I 1 .'._C- I / I FOR TIGHT Q W i 0 a Lii LL :/, , I \\____ FIT � J us U UQB4 REF. VIEW A-A 0 oo 1 1/2'=1'-0' Q o = n g - U1z ,Q LEI X- - I iY rr 0 ' N LL ELL-VAT 0\ SHEET TITLE: 1/2"=1'-0' SHEET 1 OF 1 TOWER DWG NO B-147679 UPGRADE DETAILS SHEET NUMBER: C-10 RX STAND-OFF ARM DETAIL ADJUSTABLE BAND IM I'SCOTCH'23 TAPE GROUNDING CLAMP OVER VINYL TAPE ADJUSTABLE #6 GROUND LEAD CLAMP Application for Minor Modification—Type I Application Project Title: WCCCA Canterbury CANTERBURY ' ,=--CEIVED ESSENTIAL PUBLIC COMMUNICATION SERVICE FACILITY AUG 1 6 2018 r iiNG APPLICATION FOR: MINOR MODIFICATION —TYPE I APPLICATION APPLICATION TO: CITY OF TIGARD COMMUNITY DEVELOPMENT 13125 SW HALL BOULEVARD TIGARD, OR 97223 PHONE: 503-718-2421 REQUESTED BY: WASHINGTON COUNTY CONSOLIDATED COMMUNICATIONS AGENCY PROJECT MANAGER: KEN SEYMOUR 17911 NW EVERGREEN PLACE P.O. BOX 6375 BEAVERTON, OR 97007-0375 PHONE: 503-720-2200 EMAIL: ken@3dbcommunications.com PREPARED BY: DON FORSBERG AGENT FOR WCCCA 1631 NE BROADWAY, PMB 100 PORTLAND, OR 97232 PHONE: 503-267-1947 EMAIL: donforsberg45@gmail.com Application for Minor Modification—Type I Application Project Title: WCCCA Canterbury TABLE OF CONTENTS I. PROPOSAL SUMMARY INFORMATION Page 3 II. DESCRIPTION OF PROJECT Page 4 III. MAJOR MODIFICATION CRITERIA Page 5 L Application for Minor Modification—Type I Application Project Title: WCCCA Canterbury I. PROPOSAL SUMMARY INFORMATION Applicants Project: CANTERBURY Applicant: WASHINGTON COUNTY CONSOLIDATED COMMUNICATIONS AGENCY (WCCCA) Project Manager: Ken Seymour 17911 NW Evergreen Place P.O. Box 6375 Beaverton, OR 97006-7438 Phone: 503-720-2200 Email: ken@3dbcommunications.com Prepared By: Don Forsberg (Main Contact) Agent for WCCCA 1631 NE Broadway Street, PMB 100 Portland, OR 97232 Phone: 503-267-1947 Email: donforsberg45@gmail.com Property Owners: City of Tigard 12725 SW Millikan Way Beaverton, OR 97005 Intergovernmental Water Board 8777 SW Burnham Street Tigard, OR 97223 Request: WCCCA proposes to add and upgrade antennas on an existing E911 tower. WCCCA proposes to replace an existing generator and concrete pad with a new generator and concrete pad. WCCCA proposes to replace an existing propane tank and concrete pad with a new propane tank and concrete pad. WCCCA proposes to extend the fence-line to the east from 30' x 44' to 30' x 50'. Procedure Type: A Minor Modification Type I Application is required for this project. Site Location: 10310 SW Canterbury Lane, Tigard, OR 97224 Zoning: Parcel zoned R-3.5. The surrounding properties are zoned PR to the east and south, R-12 to the west and R-3.5 to the north. Parcel Size: 2.06 Acres 3 Application for Minor Modification—Type I Application Project Title: WCCCA Canterbury II. DESCRIPTION OF PROJECT A. SITE AT PRESENT The present site (fenced compound) is within a City property. The subject site is used solely as an unmanned E911 wireless facility. The map and tax lot for the subject property is 2S111BCO2600. The site exists at an elevation of approx. 398 feet. The surrounding area is comprised of a church and residential communities. The existing monopole is 120' in height. It is enclosed within a 30' x 44' fence. Along with the monopole, within the enclosure are a pre-fabricated shelter to house radio equipment, along with a generator, propane tank and ancillary equipment. B. PROPOSAL Washington County Consolidated Communications Agency (WCCCA) proposes to add and upgrade antennas on the existing monopole. No increase in height to the monopole is proposed. WCCCA proposes to remove an existing generator and its pad, along with the removal of an existing propane tank and its pad. New concrete pads will be constructed for both the new generator and propane tank. WCCCA proposes to remove existing HVAC units on the pre-fab shelter and install new ones. WCCCA proposes to replace the existing siding and roofing of the existing shelter. WCCCA proposes no change in height to the tower. WCCCA proposes to extend the east fence-line by 6'. This will increase the overall fenced compound from 30' x 44' to 30' x 50'. Application for Minor Modification—Type I Application Project Title: WCCCA Canterbury III. MAJOR MODIFICATION CRITERIA 1. An increase in dwelling unit density, or lot coverage for residential development; Applicants Response: No increase in dwelling unit density, or lot coverage for residential development is proposed. 2. A change in the ratio or number of different types of dwelling units; Applicants Response: No change is proposed. 3. A change that requires additional on-site parking in compliance with Chapter 18.310, Off-Street Parking and Loading; Applicants Response: No additional parking is required. 4. A change in the type of commercial or industrial structures as defined by the state building code; Applicants Response: No change in the type of structure is proposed. 5. An increase in the height of the building(s) by more than 20 percent; Applicants Response: No increase to the height of the tower or the shelter is proposed. 6. A change in the type and location of accessways and parking areas where off-site traffic would be affected; Applicants Response: No change is proposed for this unmanned telecom facility. 7. An increase in vehicular traffic to and from the site and the increase can be expected to exceed 100 vehicles per day; Applicants Response: No increase is expected in vehicular traffic. Usual traffic is preventative maintenance and calibration once per month. 8. An increase in the floor area proposed for a nonresidential use by more than 10 percent excluding expansions under 5,000 square feet. Applicants Response: The expansion of the fenced compound will increase from 30' x 44' to 30' x 50', an increase of 180 square feet. C' Application for Minor Modification—Type I Application Project Title: WCCCA Canterbury 9. A reduction in the area reserved for common open space or usable open space that reduces the open space area below the minimum required by this title or reduces the open space area by more than 10 percent; Applicants Response: The proposal will not affect open space. 10. A reduction of project amenities below the minimum required by this title or by more than 10 percent where specified in the site plan: a. Recreation facilities; b. Screening; or c. Landscaping provisions. Applicants Response: No changes are proposed. 11. A modification to the conditions imposed at the time of site development review approval that are not the subject of Paragraphs 18.780.040.8.1-10. Applicants Response: No modifications to the conditions of approval are requested. Due to the fact that none of the criteria are met for a Major Modification, a Minor Modification is being submitted for this proposal. APPLICANTS NOTE: Also being attached as part of this application is a standard noise study that has been completed for another C800/WCCCA site (C800 is Clackamas County's 911 system). The noise level of the new HVAC units and the new generators are noticeably lower than the existing ones being replaced and the noise study is being provided to the City as consideration to not have to rebuild the sound wall barrier that was an original condition of approval. We have modified the findings of the original noise study to show the noise levels if measured to the closest residence. There is an apartment complex approx. 205' to the west of the proposed new generator and a residence to the south approx. 205' away. If further information is needed re. the noise study, please contact Don Forsberg. Lina Smith From: Don Forsberg <donforsberg45@gmail.com> Sent: Thursday, September 6, 2018 11:34 AM To: Lina Smith Subject: Re: [QUAR] Minor Modification Application Lina, Those would be without the wall in place. We were giving worse case scenario. Thanks. On Thu, Sep 6, 2018 at 10:35 AM, Lina Smith <LinaCS@_,tigard-or.gov> wrote: Okay.-. Are the noise levels you gave for the 1--l\-T:\C units (40 d.B.,.\) and emergency generator (43 dB.21) with or without the sound wall? Lina Lina Smith Assistant Planner City of Tigard Community Development 13125 SW Hall Blvd. Tigard,OR 97223 E-mail:: LinaCS ijtigard-or.gov From: Don Forsberg<donforsberg45@gmail.com> Sent:Wednesday, September 5, 2018 3:51 PM To: Lina Smith <LinaCS@tigard-or.gov> Subject: Re: [QUAR] Minor Modification Application Lina, WCCCA has decided that they will forgo the noise study and build a new sound barrier wall per the drawings. Thanks. On Wed, Sep 5, 2018 at 9:11 AM, Lina Smith <LinaCS(ikigard-or.gov> wrote: 1 Yes, please submit a site specific study. You can just e-mail it to me when. it's .read.,— I don't need a hard copy. Thank you, Lina Lina Smith Assistant Planner City of Tigard Community Development 13125 SW Hall Blvd.Tigard,OR 97223 E-mail: I.,inaCS@tigard-or.gov igard-or.gov From: Don Forsberg <donforsberg45@gmail.com> Sent: Tuesday, September 4, 2018 10:49 AM To: Lina Smith <LinaCS@tigard-or.gov> Subject: Re: [QUAR] Minor Modification Application Lina, That was a study that we use for all of our land-use applications with Washington and Clackamas counties. We just redline in an adjustment to the distance for nearest habitable buildings. If the City of Tigard will require a site specific study, we will need a couple of weeks to get that completed. Thanks. On Tue, Sep 4, 2018 at 10:38 AM, Lina Smith<LinaCS@tigard-or.gov> wrote: Hi Don, I'm still in the process of reviewing the minor modification for the \ 'CCCA site on Canterbury. It looks like the noise study you submitted was for a site in Lake Oswego —can you please c-mail me the noise study for this site? Thanks, Lina 2 Lina Smith Assistant Planner City of Tigard I Community Development 13125 SW Hall Blvd.Tigard, OR 97223 E-mail:LinaCS([z?,tigard-or.gov From: Don Forsberg <donforsberg45@gmail.com> Sent:Tuesday, July 24, 2018 11:36 AM To: Lina Smith <LinaCS@tigard-or.gov> Subject: [QUAR] Minor Modification Application Importance: Low Lina, I've filled out the application (see attached). I just had a question as to who would sign this as it's a City property. Would you be able to direct me to the right contact, possibly the Director of Public Works? Thanks, Don Forsberg Site Acquisition/Permitting 503.267.1947 donforsberg45@gmail.com DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e- mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are 3 retained by the City of Tigard in compliance with the Oregon Administrative Rules -City General Records Retention Schedule." Don Forsberg Site Acquisition/Permitting 503.267.1947 donforsberg45@gmail.com Don Forsberg Site Acquisition/Permitting 503.267.1947 donforsberg45@gmail.com Don Forsberg Site Acquisition/Permitting 503.267.1947 donforsberg45@gmail.com 4 RECEIVED AUG 162018 SSA acoustics F.�� � Stewart Burt Nelsen Keiffer CITY PLANNING/ENGINEERING April 17, 2017 Skip Greene WCCCA CANTERBURY - PREDICTED NOISE LEVEL OF NEW Clackamas 800 Radio Group - C800 HVAC UNITS AND NEW GENERATOR 11300 SE Fuller Rd Milwaukie, OR 97222 Re: Acoustical Report— Clackamas 800 Radio Group - Skyland Site: Bergis Road, Lake Oswego, OR Dear Skip, The following report presents the results of the study survey performed in the immediate vicinity of the proposed Clackamas 800 Radio Group telecommunications facility at Bergis Road in Lake Oswego, Oregon. The proposed project is to construct a new Emergency Public Communication Services facility consisting of a 180' lattice tower within a 50' by 50' fenced compound. The associated radio equipment will be placed within a 12' by 20', 9'tall prefab concrete shelter. There will be two air conditioning units mounted on the west wall of the shelter. A 35 KW generator for emergency power during electrical outages. The noise study is an evaluation of the noise levels from the proposed noise-generating equipment to the nearest properties. The purpose of this report is to document the existing conditions and the impacts of the acoustical changes due to the proposed equipment. This report contains data on the existing and predicted noise environments, impact criteria and an evaluation of the predicted sound levels as they relate to the criteria. Ambient Conditions Existing ambient noise levels were measured on July 8, 2016 at around 11:00 A.M. at the site with a Svantek 971 sound level meter. Measurements were conducted in accordance with Oregon Administrative Rules (OAR) 340-35-035 subsection (3)(b). The average ambient noise level was 43 dBA primarily due to noise from local traffic. The weather during the measurements was clear. Code Requirements The site is located within the City of Lake Oswego Zoning jurisdiction on property with an EFU Exclusive Farm Use zoning. The receiving properties to the west are also zoned EFU. The properties to the east are zoned Residential, and to the north, across Bergis Road, are zoned Residential. The proposed new equipment includes an equipment shelter and emergency generator. The shelter will be served by two cooling HVAC units, which are expected to run 24 hours a day. The generator will run once a week for a maximum of one hour during daytime hours for maintenance and testing purposes only. 222 Etruria Street, Suite 100 Seattle,WA 98109 206.839.0819 P!/206.839.0824 F C800 Skytand Page 2 Oregon Administrative Rules (OAR) 340-35-035 requires the following for new commercial sources located on a previously used site: No person owning or controlling a new industrial or commercial noise source located on a previously unused industrial or commercial site shall cause or permit the operation of that noise source if the noise levels generated or indirectly caused by that wise source increase the ambient statistical noise levels, L10 or L50 by more than 10 dBA in any one hour, or exceed the levels specified in Table 8 [see table below], as measured at an appropriate measurement point, as specified in subsection (3)(b) of this rule. The following is Table 8 from OAR 340-35-035: NEW INDUSTRIAL AND COMMERCIAL NOISE SOURCE STANDARDS Allowable Statistical Noise Levels in Any One Hour r- 7a.m. - 10p.m. 10p.m. - 7a.m. L50- 55 dBA L50 50 dBA L10- 60dBA L10 -55dBA L1 - 75 dBA L1 60 dBA Since the HVAC equipment runs intermittently 24 hours a day, it cannot exceed the L50 requirement of 50 dBA during nighttime hours. The generator must not exceed the L50 requirement of 55 dBA when operating during daytime hours for maintenance testing. The generator is exempt during emergency operation. Predicted Equipment Sound Levels 24-Hour Operation Equipment The equipment shelter is served by two Bard WA/L3S air conditioning units which each produce 67 dB(A) at 10 feet. The equipment will operate on a lead/lag cycle such that one unit will be in operation at a time. Methods established by ARI Standard 275-2010 and ASHRAE were used to predict equipment noise levels at the receiving properties. Application factors such as location, height, and reflective surfaces are accounted for in predicting the sound pressure level. The units are located on the west side of the shelter. The Residential property to the north, across SW Bergis Road, is approximately 90 feet from the units. The Residential property to the east is approximately 105 feet from the units, note that the equipment shelter blocks the units to the east receiving property and acts as a noise barrier. The EFU zoned property is approximately 260 feet west of the units. The following table presents the predicted noise levels at the nearest receiving properties: Table 1: Predicted Noise Levels: Pro•osed New E•ui•ment Line Application Factor N W E 1~'``Egu+ t Sound Pressure Level at 10 ft. (dBA), Lp1 67 _ 67 2 Noise Barrier Effec - .i, - Shelter -12 3 Distance Factor (DF) -19 -28 -20 Inverse-S.u. -,. g ee ield : DF = 201o. d1/d2 � �i ft 105 ft -w quipment Sound Pressure Level at Receiver, Lpr 48 39 AIR CONDITIONING UNITS: Nearest house approx. 205' away, predicited noise level at house wall is approx. 40 dBA GENERATOR: Nearest house is approx. 205' away, predicted noise level at house wall is approx. 43 dBA • C800 Skyland Page 3 According to the predicted noise levels, noise from proposed equipment will meet the L50 50 dBA nighttime limit at nearest receiving residential zoned properties to the north and east and the EFU zoned property to the west. Emergency Equipment The proposed equipment includes one Cummins GGPA 35 kW Generator. According to the manufacturer, the generator will produce a sound level of 64 dBA at 23 feet with a F173 Quiet Site Second Stage sound enclosure. The nearest Residential properties are to the north and east. The Residential property to the north, across SW Bergis Road, is approximately 90 feet from the generator. The Residential property to the east is approximately 70 feet from the generator. The EFU zoned property is approximately 295 feet west of the generator. The following table presents the predicted noise levels at the nearest receiving properties: Table 2: Predicted Noise Levels: Pro•osed New Generator E•ul•ment Line Application Factor N W E 1 Equipment Sound Pressure Level at 5 ft. (dBA), Lp1 _ 64 64 64 2 Distance Factor (DF) -19 -22 -9 Inverse-Square Law (Free Field): DF =2Olog (d1/d2) (90 ft) (295 ft) (70 ft) 3 New Equipment Sound Pressure Level at Receiver, Lpr _ 45 42 55 According to the predicted noise levels, noise from proposed emergency generator will meet the 55 dBA L50 limit at nearest receiving residential zoned properties to the north and east and the EFU zoned property to the west during test cycle operation. Since the generator will be within code limits and the generator will be in operation for a relatively short duration during daytime hours, noise from the generator would not be considered a major contributor to the noise environment. Please contact our office if you have questions or need further information. Sincerely, <�ED PROFFS SSA Acoustics, LLP �,� NGlNEF�4 s/0 83283PE v� /"/4411°P' -c, Cck OREGON �o Alan Burt, P.E. 9UgRY 2 ' PARTNER �4N M gv¢ ACOUSTICAL CONSULTANT RENEWAL DATE. 12/31/17 This report has been prepared for the titled project or named part thereof and should not be used in whole or part and relied upon for any other project without the written authorization of SSA Acoustics, LLP. SSA Acoustics, LLP accepts no responsibility or liability for the consequences of this document if it is used for a purpose other than that for which it was commissioned. Persons wishing to use or rely upon this report for other purposes must seek written authority to do so from the owner of this report and/or SSA Acoustics, LLP and agree to indemnify SSA Acoustics,LLP for any and all resulting loss or damage. SSA Acoustics, LLP accepts no responsibility or liability for this document to any other party other than the person by whom it was commissioned. The findings and opinions expressed are relevant to the dates of the works and should not be relied upon to represent conditions at substantially later dates. Opinions included therein are based on information gathered during the study and from our experience. If additional information becomes available which may affect our comments,conclusions or recommendations SSA Acoustics, LLP reserves the right to review the information, reassess any new potential concerns and modify our opinions accordingly.