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HomeMy WebLinkAboutOV139702 TOWN OF ORO VALLEY R %FDUZ;AkA PLANNING DIVISION APPLICATION FORM APPLICATION TYPE: Co '''W+ le Ito V) :Pax_ i Plc ,‘ FILE NtTMBER: • A. PROJECT PROPONENT/DEVELOPER: • 1 . Name AIleri. Cac rriSovk 2 . Firm T,M. S. I. ,Po,--AT =T WireleSS �erv'tC.�S 3 . . ,Address e2348 E. Cotw..el[oc ck, Suae 1 O City , Phcv'ix 4 . State & Zip Code Arizoina -C,/6 5 . Telephone B. PROPERTY OWNER (S) : (IF MORE THAN ONE OWNER ATTACH LIST 1. Name rr _pri .caw•p&vy C. .. 2 . Address A305 ` W RJ4-1.1_raugP RA City '-t'UCSOvt. 3 . State & Zip Code Ariaoncl B SO 73 4 . Telephone S C`--r7'1'1 1573 l SRO-ro -7 7,23 (SY rs. Fe1kev-') C. SUBJECT PROPERTY: 1 . Tax Code Number •,-1,W0-.0b- 00/$' 2 . Legal Description/Property�.:A. ddress .of-- �c �, T 1A S RI L1 E, cit E5R8z m RicA o T a S ,3,y, 5 6 7 " J, C / S' '.- Sc.b. . 3 . Area-of •Property o -*-7'',"8/ ?C -4 . .Zoning'Existing ': TP Proposed ' S . General Plan Designation 6 . Land Use Existing 15"O' ll.Jav- Proposed Co /ocaIio4, c4.1*envt-el r1 /30' D. PREVIOUS APPLICATIONS RELATING TO THIS PROPERTY: OV12- OV12_ o V_ o V E REASON FOR REQUEST:..', Tt> a ilou) eo �ICICet4lo OP �-5 avt.)-En�►01.s a - ek- /tei 1't+ Qf- :.: .... .... .. .. ... . ...:..:.�.. .;:.;.::E :::: . :.. .: .: : >::>:; .:;;:..,. ..: :.;i ::>::: >::::::;:: .. »ii auaal ...::•>;::»:Z am:.:the :.:.. . ::.: .. :�:oat.�..on::..:�s..�:.� �..�:anc�::.:�a�re�> .;;::. :a.::ah�.:��st. :�f::::� :,:::kr�.:::: : :: ::..: :.::: .:::: :..;::..;: his:..::$ : ..I............. ......................... :.....�:.....::.......:...:.:::.::::.:.:::.::....:::......:.............................:..... �::::::::......................�� ••::authcse::::• rner to -5/e //7-0/./;-7 Date Signature applicant °\--°\5 - a--o • .• NVP AU/1/J i\ANNI\ 1)4) A ITEM 1 / ORO VALLEY PLANNING & ZONING DEPARTMENT DEVELOPMENT REVIEW BOARD MEETING DATE: March 11, 1997 TO: Development Review Board FROM: Melissa Shaw, Planner I SUBJECT: OV 13-97-2 AT&T WIRELESS SERVICES COMMUNICATION FACILITIES PLAN BACKGROUND: T.M.S.I., representing AT&T Wireless Services, is requesting approval of a Communication Facilities Plan to collocate a new "antenna array" on an existing monopole. This is the first project to come under the regulation of the Town's recently adopted telecommunication amendments. The location of the collocation will be on the existing U.S. West monopole tower. The monopole is located on a portion of the Kai/Capri Property, east of and adjacent to North First Avenue, south of Tangerine road. The project includes a new equipment building in addition to the antennae. SUMMARY: Under the new amendments, a major communication facility (those over 20 feet in height) requires a conditional use permit, unless the facility is collocated with an existing provider, in which case the CUP requirement is waived. Collocation is the preferred standard, and as an incentive, a less restrictive review process was developed. Thus, collocated facilities, as with a minor communication facility, require only DRB approval for a Communication Facilities Plan (CFP). The individual elements required for a CFP are discussed below. (See Attachment 3 for excerpts from the OVZCR related to the amendments.) Site Plan showing location and dimensions of all antenna, towers, equipment structures and parking. There are presently two sets of antennae on the 150' monopole, one at the top of the structure, and one at the 104' mark, belonging to Airtouch (formerly part of U.S. West, who still owns the monopole). The 12 new antennae will be located at the 130' mark. As depicted on the site plan attached, the "array" consists of three arms, each with four, 52" long, six inch wide, antennae. A ten foot high equipment building, measuring 230 SF, will also be constructed. On the site at present is the U.S. West shelter, and a chain link fence. The plan provides two paved parking spaces, and extension of the fence around the new shelter. Two parking spaces are required for communication facilities. There is no limit to the number of antenna permitted on a facility use for collocation. Native Plant Salvage and La ape Plans are also required when th s ground disturbance. In this • • case, the site has been previously disturbed. The landscape arcmlect has surveyed the site and determined there is no protected vegetation for salvage. All graded areas will be hydroseeded. These notes are shown on the plan. Photo simulation of the project showing the proposed addition. These photos have been submitted and will be shown during the meeting, as the reproducing quality was poor. Documentation that the NIER emissions are within the limits set by the FCC. This documentation has also been submitted and is attached. The project is within the FCC limits. The project must demonstrate it will have minimal visual impact. As seen in the photo simulations, visual impact by the addition of the facility will be minimal. The Department of Public Works has reviewed the grading concept, and recommended including Condition 1 with Exhibit A. Staff would like to clarify for the DRB the requirement of STEALTH camouflaging of antennae. In the requirements for a CFP, details of the STEALTH camouflaging is required. However, unless a monopole is constructed with STEALTH, it was not intended to require a facility collocating on an uncamouflaged monopole to be camouflaged, just compatible with the existing antennae. RECOMMENDATION: Staff recommends approval of the AT&T Wireless Communication Facility Plan, finding that it meets the requirements for collocation of major communication facility. SUGGESTED MOTION: I move to approve OV13-97-2, the AT&T Communication Facilities Plan, with the conditions in Exhibit A. OR I move to approve OV13-97-2, the AT&T Communication Facilities Plan, and the following added conditions: OR I move to deny OV13-97-2, the AT&T Communication Facilities Plan, finding that: Attachments: 1. Exhibit A 2. Site Plan 3. Excerpts from OVZCR, related to telecommunication facilities 4. NIER documentation 13-97-2\AT&T.CFP 2 . EXHIBIT "A" AT&T WIRELESS COMMUNICATION FACILITIES PLAN OV 13-97-2 1. Grading plan and a grading permit will be required and submitted to the Public Works Department. • ' 11, \)1 4P IA QAMAV l ‘\1\&1/\1\iNi\Q Q3-kovv. • -\00-‘ \f,\ a- - (1?-1V\ ATTACHMENT 3 Sec. 13-702 COMMUNICATION STRUCTURES & FACILITIES b. Color. Fully screened antenna may be of any color. 3. Satellite Dishes exceeding 2 meters in diameter. Approval from the Development Review Board, at a regularly scheduled meeting, is required for all ground or building mounted satellite dish antennas that are over 2 meters in diameter. The following standards and materials shall be included with an application for DRB review: a. A maximum diameter of 15 feet will be permitted. b. Ground mounted satellite dishes are permitted only in the rear yard, unless rear yard location provides an indirect line of site to the satellite, in which case may be located in the side yard. c. A minimum two-thirds of the satellite dish must be screened with either landscaping or a solid wall. d. The maximum elevation of the foundation for ground mounted antenna is not to exceed 1 foot. e. Height. The maximum height of building mounted antenna that are over 2 meters in diameter shall be the minimum height that is necessary for reception of radio waves. f. Application submittals shall include an application, a site plan, dimensions of the antenna, and justification for need. Sec. 13-703 Communication Facilities A. Applicability: No communications facility shall be erected or installed except in compliance with the provisions of this Section. The provisions of this Section apply to all communications equipment, whether such equipment is used as a main use or an accessory use. Where conflicts exist between this Section and the remainder of the Code, the more restrictive Section shall apply. B. Minor Communication Facilities: 1. Standards for Minor Facilities. Minor Facilities are permitted in all zones with Development Review Board approval. All of the following criteria shall be met for a minor facility; otherwise, it will be considered a major facility: a. All minor facilities shall be constructed using STEALTH applications (camouflaging) for the antennae. • b. All minor facilities shall either be located on existing buildings, poles or other Oro Valley Zoning Code Revised 13 - 19 (Rev.2 J) • COMMUNICATION STRUCTURES & FACILITIES Sec. 13-703 existing support structures, or shall be ground mounted up to a maximum of 20 feet in height. c. The camouflaging of antennas shall include architectural integration, painting and texturing to match the existing structure, or if ground mounted, of such design to be compatibly integrated with the surrounding landscape. STEALTH camouflaging of ground mounted antennas may include such designs as cactus and desert trees. d. Antennas mounted on architecturally significant structures or significant architectural details of the building shall be covered by appropriate casings which are designed to match existing architectural features found on the building. e. Where feasible, antennas can be placed directly above, below or incorporated with vertical design elements of a building to help in camouflaging. f. Ground mounted minor communication facilities shall be setback one foot for every one foot in height from buildings, property lines and overhead wires. g. Equipment buildings or structures shall be concealed from public view and made compatible with the architecture of the surrounding buildings and consistent with the general character of the area. Shelters shall be landscaped to be consistent with surrounding features. h. Equipment buildings must be placed in compliance with the underlying zoning setbacks for accessory buildings. i. The equipment building or structure must be regularly maintained. 2. Application Requirements. The applicant shall follow the requirements set forth in Sec. 3- 302 and 3-303 of the Oro Valley Zoning Code Revised. In addition, the following shall be included with an application for a minor facility (the Building Code Department shall be informed of the application to determine if a building permit and inspection are required): a. A Communication Facility Plan shall be prepared and submitted for Development Review Board approval to include, but is not limited to: 1. A site plan showing location and dimensions of all antenna, towers, equipment structures and parking. Elevations and details of the STEALTH application shall be provided to demonstrate the camouflaging. 2. Native Plant Salvage and Landscape Plans, as required. 3. A photo simulation of the project, showing the proposed addition of the camouflaged antenna to the building, structure or landscape treatment. 4. The applicant shall submit written documentation demonstrating that the NIER Oro Valley Zoning Code Revised 13 - 20 (Rev.2/97) Sec. 13-703 COMMUNICATION STRUCTURES & FACILITIES emissions from the proposed project are within the limits set by the FCC. 5. The project must demonstrate it will have minimal visual impact. C. Major Communication Facilities (those facilities that are over 20' in height) are subject to a conditional use permit, as outlined in Sec. 9-117 (Communication Facilities). Once a Use Permit has been obtained, a Communication Facility Plan shall be prepared and submitted for Development Review Board approval. sx; • • • Oro Valley Zoning Code Revised 1 3 - 21 (Rev.vgn • ATTACHMENT 4 AT&T Ms. Melissa Shaw AT&T Wireless Services Town of Oro Valley2398 E.Camelback Rd. Phoenix,AZ 85016 Planning Dept. 11000 N. La Canada Dr. Oro Valley, AZ 85737 February 28, 1997 Re: Proposed AT&T Wireless Services Antenna Facility # TU-33,Oro Valley,AZ.(Airtouch Co-location) Thank you for giving me an opportunity to respond to your questions about the safety of the AT&T Wireless Services personal wireless service antenna facility in the NE 1/4, NW 1/4, Sec. 6 T125, R14E, G&SRB&M, at the existing Airtouch antenna facility. This antenna facility is an integral part of the wireless infrastructure that provides mobile communication services to individuals, businesses, and safety agencies throughout our community and the nation. People rely on wireless phones for personal safety and security. At the same time, many public service agencies depend on wireless technology to provide disaster relief and emergency services. AT&T Wireless Services is committed to providing safe and efficient wireless communication services to everyone who depends on wireless phones and messaging devices for personal safety, convenience and emergency communications. I'd like to assure you that personal wireless services are not new, untested technologies. Cellular systems use low power radio signals that operate in the same frequency band as UHF television and PCS frequencies have been used by utilities and public safety agencies throughout our communities for years. Personal wireless service antenna facilities transmit low power radio signals to carry telephone conversations. These personal wireless base station antennas typically operate at one hundred watts or less per channel and are placed in inaccessible locations on towers and roof tops. The power density decreases rapidly as you move away from the antenna, creating very low level signals at ground level and points of public access. In addition,when new antenna sites are added in a system, the operating power of both the antenna facilities and the phones decreases as the distance between the antenna sites and the phones is reduced. Personal wireless antenna facilities comply with FCC rules governing the safety of radio emissions. Under the Telecommunications Act of 1996, the FCC has exclusive jurisdiction over the safety of RF emissions from personal wireless antenna facilities. ?O' Recycled Paper AT&T AT&T Wireless Services 2398 E.Camelback Rd. Phoenix,AZ 85016 Public Law 104-104, Section 704(a)(7)(B)(iv). In August, the FCC updated its rules for evaluating the environmental effects of radio frequency (RF) emissions. The new FCC rules constitute a national RF exposure standard that reflects the consensus agreement of the federal agencies charged with protecting public health, including the FDA, EPA, NIOSH, and OSHA. AT&T Wireless Service antenna sites comply with all FCC rules regulating RF emissions and safety. The Telecommunications Act of 1996 recognizes the importance of ensuring the integrity of wireless communication networks that provide nationwide communication services. Nevertheless, we understand people's concerns about health and safety and we recognize our responsibility to address those concerns. Consequently, I have prepared the attached power density report to demonstrate that the above-referenced site complies with FCC regulations governing the safety of the TU-33 antenna facility. The report indicates that under maximum operating conditions, the highest power density in a publicly accessible area (4 ft. from base of tower outside the fenced area)is 8.0678 microwatts per square centimeter, which meets the 1 % of FCC permissible limit allowed for the public at a multiple user transmit facility. Personal wireless services make people and communities safer by providing mobile communications support for law enforcement, disaster relief, and personal emergencies. Personal wireless antenna facilities like this site carry the calls that support the needs of our customers and communities. I hope that the enclosed report answers your questions regarding the safety of this site. If you have any additional questions about this site, I may be reached at (602) 224-2881. Very truly yours, Thomas J. McGuire RF Design Engineer AT&T Wireless Services, Inc. Suite 1100 2398 E. Camelback Rd. Phoenix, AZ 85016 enclosure 3 �CI Recycled Paper Sheet2 AT&T AT&T Wireless Services 2398 E.Camelback Rd. Phoenix,AZ 85016 Spreadsheet to calculate the power density in the NEAR FIELD as a function of distance due to a PCS or cellular macrocell. Inputs: Number of channels, Maximum Power /ch*height of the radiating element, and distance. Input units Frequency PCS-1,Cell.-2 1 #of Channels # 8 Max EIRP/Ch Watts 164 Max Pwr Into Ant. Watts 2.51 Max Ant Gain dBi 18.15 Height of element feet 130 Average Unit meters µW/cm2 MEET 1 % Distance Pwr Density OF FCC Near Field LIMITS 1 8.067506866 PASS-PCS 2 4.033753433 PASS-PCS 3 2.689168955 PASS-PCS 4 2.016876717 PASS-PCS 5 1.613501373 PASS-PCS • Page 1 qOil Recycled Paper QO >0 TOWN OF ORO VALLEY P ► 11000 N. LA CANADA DRIVE A 10' ORO VALLEY, ARIZONA 85737 �_ = Administrative Offices(520)297-2591 Fax(520)297-0428 ,c°UN DED,g1� February 24, 1997 Martha Kuenhold T.M.S.I. 2480 West Ruthrauff Road, Suite 140 S Tucson, Arizona 85705 Dear Martha: I am writing to clarify information sent to you previously in a letter dated February 10, 1997. In that letter, and in previous discussions with Staff, you were informed that in order to "collocate" antennae or satellite dishes with an existing telecommunications tower, a conditional use permit was not required, and that a courtesy review by staff would be the extent of the permit requirements. That information was incorrect. Under the current zoning code, a conditional use permit is required to "erect, possess or maintain any utility poles or wires...". Utility poles and wires are defined as "poles, towers, structures, wire, cable...and related equipment...used in or as a part of the transportation ...of...cellular telephone...communication" (see Oro Valley Zoning Code Revised, Article 13-7). The Town Council adopted amendments to the zoning code related to communication facilities, which will take effect on March 5, 1997. Under the new amendments, collocation of communication facilities will not require a conditional use permit. What will be required is review and approval by the Town's Development Review Board of a "communication facility plan" (CFP). The new amendments and CFP requirements are attached. We regret any inconvenience caused by the previous interpretation of the zoning code requirements. Your permit request may be processed under the new amendments, and we hope that you will find them to facilitate collocation of communication sites in a streamlined process. Please call if you have any questions. erely, I 1.4.- Donald L. C field, AIC' Planning and Zoning Dire .• F:\rnjs\at&t.ltr oQ0 JPLLEY qA�?o29 PLANNING& ZONING DIVISION �,�lt, (520)229-4800 AtFAX# (520) 742-1022 AA °1/NDED.\9 FAX MEMORANDUM October 26, 2000 Pages: 4 Telephone: 577-5640 FAX: 577-1502 TO: Linda Hoffer FROM: Michael Shanley Planning and Zoning Department RE: AT& T Mono Pole south of Tangerine Road near First Ave. Linda, Oro Valley annexed this propoerty from Pima Co.Thus,there is limited information on the history. However,AT&T applied for additional PCS antennas in 1997,under our reference OV 13-97-02. The file includes a 3 page letter from AT&T dated 2/28/97,which I have included with this fax.I hope that this is helpful,and your inquiry is appreciated. F:\OV\OV13\1997\13-97-2\resident concern of radiation.doc AT&T Ms. Melissa Shaw AT&T Wireless Services Town of Oro Valley2398 E.Camelback Rd. Phoenix,AZ 85016 Planning Dept. 11000 N. La Canada Dr. Oro Valley, AZ 85737 February 28, 1997 Re: Proposed AT&T Wireless Services Antenna Facility # TU-33,Oro Valley,AZ.(Airtouch Co-location) Thank you for giving me an opportunity to respond to your questions about the safety of the AT&T Wireless Services personal wireless service antenna facility in the NE 1/4, NW 1/4, Sec. 6 T125, R14E, G&SRB&M, at the existing Airtouch antenna facility. This antenna facility is an integral part of the wireless infrastructure that provides mobile communication services to individuals, businesses, and safety agencies throughout our community and the nation. People rely on wireless phones for personal safety and security. At the same time, many public service agencies depend on wireless technology to provide disaster relief and emergency services. AT&T Wireless Services is committed to providing safe and efficient wireless communication services to everyone who depends on wireless phones and messaging devices for personal safety, convenience and emergency communications. I'd like to assure you that personal wireless services are not new, untested technologies. Cellular systems use low power radio signals that operate in the same frequency band as UHF television and PCS frequencies have been used by utilities and public safety agencies throughout our communities for years. Personal wireless service antenna facilities transmit low power radio signals to carry telephone conversations. These personal wireless base station antennas typically operate at one hundred watts or less per channel and are placed in inaccessible locations on towers and roof tops. The power density decreases rapidly as you move away from the antenna, creating very low level signals at ground level and points of public access. In addition, when new antenna sites are added in a system, the operating power of both the antenna facilities and the phones decreases as the distance between the antenna sites and the phones is reduced. Personal wireless antenna facilities comply with FCC rules governing the safety of radio emissions. Under the Telecommunications Act of 1996, the FCC has exclusive jurisdiction over the safety of RF emissions from personal wireless antenna facilities. CiD n Recycled Paper AT&T AT&T Wireless Services 2398 E. Camelback Rd. Phoenix,AZ 85016 Public Law 104-104, Section 704(a)(7)(B)(iv). In August, the FCC updated its rules for evaluating the environmental effects of radio frequency (RF) emissions. The new FCC rules constitute a national RF exposure standard that reflects the consensus agreement of the federal agencies charged with protecting public health, including the FDA, EPA, NIOSH, and OSHA. AT&T Wireless Service antenna sites comply with all FCC rules regulating RF emissions and safety. The Telecommunications Act of 1996 recognizes the importance of ensuring the integrity of wireless communication networks that provide nationwide communication services. Nevertheless, we understand people's concerns about health and safety and we recognize our responsibility to address those concerns. Consequently, I have prepared the attached power density report to demonstrate that the above-referenced site complies with FCC regulations governing the safety of the TU-33 antenna facility. The report indicates that under maximum operating conditions, the highest power density in a publicly accessible area (4 ft. from base of tower outside the fenced area)is 8.0678 microwatts per square centimeter, which meets the 1 % of FCC permissible limit allowed for the public at a multiple user transmit facility. Personal wireless services make people and communities safer by providing mobile communications support for law enforcement, disaster relief, and personal emergencies. Personal wireless antenna facilities like this site carry the calls that support the needs of our customers and communities. I hope that the enclosed report answers your questions regarding the safety of this site. If you have any additional questions about this site, I may be reached at (602) 224-2881. Very truly yours, Thomas J. McGuire RF Design Engineer AT&T Wireless Services, Inc. Suite 1100 2398 E. Camelback Rd. Phoenix, AZ 85016 enclosure aOFY Recycled Paper • Sheet2 - AT&T AT&T Wireless Services 2398 E.Camelback Rd. Phoenix,AZ 85016 Spreadsheet to calculate the power density in the NEAR FIELD as a function of distance due to a PCS or cellular macrocell. Inputs: Number of channels, Maximum Power /ch, height of the radiating element, and distance. Input units Frequency PCS-1,Cel1.-2 1 #of Channels # 8 Max EIRP/Ch Watts 164 Max Pwr Into Ant. Watts 2.51 Max Ant Gain dBi 18.15 Height of element feet 130 Average Unit meters µW/cm2 MEET 1 % Distance Pwr Density OF FCC Near Field LIMITS 1 8.067506866 PASS-PCS 2 4.033753433 PASS-PCS 3 2.689168955 PASS-PCS 4 2.016876717 PASS-PCS 5 1.613501373 PASS-PCS pD Page 1 Z� `o� Recycled Paper .... :-.7.-- ii *lirilig"fir" 0.4, AT &T --ifii01 TU-33 1 4") . • r ,—_ -_--__• 'iii,,,-: _-_4,11,--,'.‹.ezc"---.•-•'.• • _ , ..-;.,..-•,- - I .,..., -..:, ,.., . -.._.. ,, ' 4 , .. . . .., . . _ ..` - . . ' . .... , '!4i 2Wiat ' h . , • . , s' • ::' ;.:=3 . .6 V' I ...— , . , • " ..1 ' : '4.4 e.' i ' • s • . ... -0 •. .4,-.1 , . ...: ' 6 ,. •. PADZONING NW CORNER SEC 6, 36 33 33134 1 6 6 1 5 FO _ S89'36'S8"E (R&M) 2583.45' (R&M) VACANT 1291.72' (C) 1291.72' (C) NORTH 1/4 CORNER PROJECT I SEC 6, FO ORIGINAL I STONE MARKED E4 CD 5 ON NORTH FACE z CC CD FOR CONSTRUCTION 1 6 c)r'i' 6 I 5 "4- z DETAILS AT PREMISES m 12 7 7 1 B SITE. SEE SHEET C3. d- z Z { 0 Q CELLULAR NG USERTSITETOW LOCATION PLAN I NJ > E. PALISADES DR. SCALE. 3 = 1 MILE• �� SEC 6, T12S, R14E PIMA COUNTY, ARIZG?a r L N \ PROPOSED AT&T CELLULAR 4_[_ SITE. SB9'40'09"W zj 276.48' 21.91' , '1 S89'40a9"W b /------ _ --Mi. 255.99' tv "1" TP ZONING �%R~/ r oil?, Ro { \ V. CATALINA SHADOWS ESTATES �{ / "` 41/24M & P R. cc{W GOV'T LOT 3 OF / ' FRACTI°NA1 SEC 6 PAD ZONING t i> CD SINGLE FAMILY RESIDENCES �,a z CD z z /v) z / P'`� z 1 N ' 0 v ) z N > 11 /1'r �\ F,yo�� /1 13490 N mLMcCARTY ,LU MARK P. . { / �i q' -''ned•I • '?'. '1 Y ---N - I1, z -\\\ SHEET INDEX: cn 4 C1 SITE PLAN a N C2 RESULTS OF SURVEY NJ Q C3 PREMISES IMPROVEMENTS C4 CIVIL DETAILS \\‘ ‘ f El SITE ELECTRICAL PLAN I E2 - ELECTRICAL DETAILS l - N89'31'2rw (C) S89-31'21"E (C) OWNER 1295.55' (C) -_- -� 7295.55' (C) — -------- t AT&T WIRELESS PCS, INC. z I 2637.82' (R&M)_ 6360-1 E. THOMAS RD #3'•8 1 R6 Z 0 i\V I N G -___1318.91' (C) SCOTT1-i (602) 990-9770 ARIZCNA 85251 + PH 60 al CENTER SEC 6, FD ANTENNA SITE TU-33 VACANT IA McCARTY ENGINEERING, INC. I n 5/8" REBAR w/ALUM WEST 1/4 CORNER, CAP. RLS 20373 ____ E. PALISADES ROAD, ORO VALLEY, AZ STRUCTURAL - CCYL SEC 6, FO BCSM L 1299.38' (C) 4 __ 1299.38' (C) PALISADE'S DRIVE IV 2598.75. (R&M) LAND SURVEYING SITE PLAN N89'25'45'W (R&M)- -- --__- N SCALE CAT[ oRw Br anm RR -j AB No. SITE PLAN 38G E )N�Iry F,Y =60' 12/13/96 LAG � UcCARTY 1 961115 _ TUCSON,A2 85705 --- --v^' PR 020) 7,70-131 q REV.DATE ,REV.No. F ORAnM:u.. . _ -1 NORTH 1/4 CORNER LOCATION MAP NW CORNER SEC 6, • SEC 6, FD ORIGINAL 331 STONE MARKED "1/4 1• FD BCSM 1291 72 (C) w 589'36': &M) w S" ON NORTH FACE THIS SITE 4• I .N- w 2583.45' (R&M) �jjrj • 1 I 1291.'/2• (C) w -----w w w , i ! i I• T <, .c PN' s I I • • I I UNc ( DIRECTION I DISTANCE •} • I .1 N79'25'33•'E 28.07' \\\ 1 L2 N85'52'14"E 32.29' . •,,\\ \ L3 N59'43.10'E 8.54' I \ •\ \ \ \ • SEC 6, T-12-S, R-I4-E i - `�; •\ \ SCALE: 3" = 1. mile I \\\\\ \ bi ,S :\\.\ \\\\\\ a I"' ` ', \`,\\ Legal Description Premises Easement ' rn / \ \•\\\\\ \ \ j r/ N: I O \�\����\,�\\�;` I A portion of land situate in Government Lot 3 of fractional Section 6. r I 4 \\\. \,` 2751.83 • I� Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima I ,, oo County, Arizona. More particularly described as follows: M 1 '\•iv --;`•.`•:\\ 1O Commencingat the North �D 1/2" REBAR I - �,,. \ 2752.90 u; Quarter corner of said Section 6 os shown on a, 'I ,\\ 1 r; \\\\\. \ Record of Survey Mop on file with Pima County Recorders Office as Book GOV'T LOT 4 of s; m 6 Page 51; FRACTIONAL SEC 6 -- - �tioo o•'y \ PREMISES EASEMENT Y 9 ` . A O 1 2751.92 \\` A a /. - y\.•O `\` \\\ \\\\ R. Thence S 00' 19' 51" E. along the one-quarter section line, 335.72 feet: t \\` ; Thence S 89' 40' 09" W, 255.99 feet to THE POINT OF BEGINNING; r s 3 / '`__ / 2751.00 �_-- — \\ \\ . 589'40'09"W �__ — — �, I s —`\Yi\~ \Tl —-r �/ — )v Thence N 43' 24' 17" W, 30.00 feet; 276.48' o / _it?___ \\\\\\`\\ N Thence N 46' 35' 43" E, 40.00 feet; io �. `',6` I \\\\\\ o eta/ '__ ./ �� _ \\\ \\\\\,\\ Thence S 43' 24' 17" E. 30.00 feet; -01 a Pc�� -- ' Lt SSr'v \ • \\\\\\\\\\\\\\\\\\\\ "Jim Thence S 46' 35' 43' W. 40.00 feet to THE POINT OF BEGINNING. v c2/ 2- --//'� 11.75 -- �r \—\ --\ F- \ \\\,—k. r — __—__�_ — !40'09 �— — — — Containing a calculated area of 1,200 sq. ft. (0.028 oc) n ') GG/ ��P08.c�"S �r��_ -\ \ \ - �.}j `" ;\\\:\\, _--_-_'-----_ 255.99' y —^--- $ \ \ S7I, \`\`s .:-,�= 2ns 2747.61 • _ \`".::-`:- Legal Description Access Easement r 7 �� +g4 / ��� __ ------\ i I 1 CONST. BM i \ �bPl, ` :.. :` C., rl. {/-- / \ 27s0---- l� - , r // i // i // / // r / 'P090 \ A strip of land 16 feet wide situate in Lot 3 of fractional Section 6. / 16.00'- / i i // / // i / // / // % - ``\\ `1 Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima / ,-- 1 / I / / , I / / I \ \ \ I • County, Arizona. The centerline of which is described as follows; S -' 1 I / / I / / 1 I 1 \ 1 I I. / / / / 1 \ 1\ \ / / __ -'- I / / / / I \ \ \ `\ / \ Co Commencing of the North Quarter corner of said Section 6 os shown on • /ot 1 / / / / / / / \ \ \ •` / / / NCO„ Record of Survey Map on file with Pimo County Recorders Office as Book r / / i i i • \I \\ \ / / / b 6 Page 51; / /'/ / ^' / I I / 8 I \ \ / / Co / / / I / I n 1 \\ _./ v Thence S 00' 19' 51" C. along the one-quarter section line, 313.81 feet; �/ / / I // // / I I 1 1 / / Thence S 89' 40' 09" W, 276.48 feet to a found 1/2" Reber and the / / / /I I / /� Southerly corner of U.S. West cellular phone site, as referred to in /�' , 1 / / I / / -• / / p Docket 9307 of Page 1301; /. �.-/ • \ ` I /f 1/ / Thence N 43' 24' 17" W, 26.00 feet to a point on the Southwesterly line / \ \ \ \ / of said U.S. West cellular phone site; r / ` \\ \ / // - Thence S 46' 35' 43" W, along the centerline of Access easement \\ described in said Docket 9307 at Page 1301, 56.92 feet; �\ I Thence S 43' 24' 17" E. 8.00 feet to THE POINT OF BEGINNING; �� eet; Thence N 85' 52' 14" E. 32.29f feet; // Thence N 79' 25' 33" E. 28.07 feet to a point on the Southwesterly line 1 P of AT&T premises easement and end of this description. GOV'T LOT 3 of GENERAL NOTES: r e FRACTIONAL SEC 6, O A.Premises easement is within a zone 'X' floodplain. N B.The basis of bearings is the West line of Sec. 6 as shown in a Record i of Survey recorded as Bk 6 of Maps & Plots at Pg 51. Said bearing being N 00'00'00" E. w w 89'31'21"W(C) + C.The bosis of elevations is Notional Geodetic Survey Monument NN-09 1295.55' (C) w w w w S89'31'21"E (C) w w (not shown on this plot). Said marker having an elevation of 2781.0. O 1295 5' (C) \ —', w w In KEY NOTES: m p oo Q Center of premises easement. Latitude: 32'25'22.57", Longitude: 110' m Io -o 57'13.07", Elevation 2751.92 r0 la o Nrrn N C)New access easement. See legal description this sheet. o o GOV'T LOT 5 of m O Existing access easement, per Docket 9307. Page 1301, Pima County Z FRACTIONAL SEC 6 Recorders office. �,v ®Existing Communications Facility per Docket 9307, Page 1302, Pima County Recorders Office. 0 Government Lot 3 as shown is recorded in Docket 9849, Page 641, Pima County Recorders Office. olrNEa 1�99.38' (C) + 1299.38' (C) AT&T WIRELESS PCS, INC. N89'25'45"W (R&M) + + . ... CENTER SEC 6, FD WEST 1/4 CORNER, + + 5/8" REBAR w/ALUM SEC 6, FD BCSM LEGEND N 2598.75' (R&M) CAP. RLS 20373 6360-1 E. THOMAS RD SCOTTSDALE. ARIZONA 852515251 FOUND SECTION MONUMENT AS NOTED PH (602) 990-9770 • • • SET 1/2" REBAR w/TAG RLS 29873 GRAPHIC SCALE o FOUND MISC. MONUMENT AS NOTED „ zse73 McCARTY ENGINEERING, INC. ANTENNA SITE TU-33 p /,^' r CALCULATED POINT. NOTHING FD OR SET v E `' GREEN , --- ? E.F}1L.lSACeS WAD, UI�YAUX( A� s < STRUCTURQ - CML / (R) RECORD BEARING OR DISTANCE - RS BK 6, PG 51LAND SURVEY Nc RESULTS OF SURVEY Inrrurl as PHYSICAL RESOURCE (M) MEASURED BEARING OR DISTANCE I welt- 20 n S SCALE M1E DRW Sr 0o 0 Br JOB No. ENGINEERING, INC. 380 E.UNIVERSITY BLVD. (C) CALCULATED BEARING OR DISTANCE MAGNETIC DECLINATION: 12' P14<52,AZ e3705 NOTED 12J11/96 NJC DLG 961115 4655C NORTH ARIFLOZONA WELLS ROAD2 ) <��77e-1Ole 13/IM/'c O 0� '� C2 L_ TUCSON. ARIZONA 85705 (520) eD0-lee9 SHT2of6J \ \ \ \ \ - 10' \ \ \ \ NEW AT&T ANTENNA ARRAY TYP. O 36 33 33134 N \ \ \ \ �, LEGEND 1 6 6 1 s \\\ \\ \\ \\ �‘ ANTENING NAS .3=1b FINISH GRADE SPOT ELEV PROSJECT // \\ \ \ AND MOUNTS 110 _ i' i i It '// \ \ \\ \\ \ T- ( 240 _ 2750 EXISTING GRADE CONTOUR/ \ \ \ \ \ \ NEW FENCING e.•.m wAx 1 // \ \ \\ \ \ \ i TYP ANTENNA ARRAY X X EXISTING FENCING J cc MAGNETIC DECLINATION: 12.0'EAST 11`� \\\\ \ \\ \ \ �,ca i d 97 FINISH GRADE SLOPE 1411 UV dP \ \\ \ \\ \\ =��i. EXISTING US WEST OS CONSTRUCTION KEYNOTE SYMBOL 1 6/ \ o TOWER SITE 12 7 �.8 / EXISTING NEW AT&T \ \ \ \ J / MONOPOLE \ \ \ \ \ \ d PREMISES ./..- / TOWER \ \ \ \ \ \ J L I I,/ \ \\ \ \\ \ \ - { I 4 ;, NEW AT&T ANTENNA ARRAY: LOCATION PLAN / SCALE: 3' = 1 MILE / \\ \ \\ \ \\ \\I I_ d-L, 'L--LT ( 1 PIHA SECMA C6, T12S,AR14E \--EXISTING \. \ IZONA / SHELTER \\ \\ \ \ \\ \\ SITE ELEVATION EXISTING I I "�\ (LOOKING NORTHEAST) ANTENNAS CONSTRUCTION KEYNOTES \ \ \ \ \ N.T.S. AND MOUNTS .4 1 \\\ - \\ • \\ \ O INSTALL 4' x 4' CONCRETE SLAB ON _ \ � ABC PER DETAIL A, SHT C4. SEE I \ \ \ \ \ EQUIPMENT SHELTER PLANS FOR \ \ \., \ \ -I d LOCATION. I EXISTING U.S. WEST TOWER SITE -- " \ \ \ b 2 INSTALL CONCRETE FOUNDATION PAD EXISTING i \ \ o�i O PER DETAIL B. SHT C4. PERIMETER \� \ 0 \ EXISTING US WEST c (6''FENCE LATTED I i \ �T \ \ \ \ TOWER J 0 INSTALL BUILDING TIE-DOWNS (4 REO'D) I \ \ \ ' i PER DETAIL D, SHT C4. SEE CHAINLINK) i \ \ \ . \ \ , I < EQUIPMENT SHELTER PLANS FOR I 8 \ \ - \ c EXACT LOCATIONS. \ \ \ �' I t �, 0 INSTALL 3' LAYER OF 3/4" CLEAN CRUSHED Ri i i I \ \ \\ \ \ \ i--.-I---.--_ _ -( o AGGREGATE ON WEED BARRIER OVER 4" 1 I X 'J� \ \..... _ \ \ \ \ I 4 COMPACTED AB.C. SEE DETAIL E. SHT C4. 1 G�^�' / / ' r \ \ \\ \ \\ \\ \ \ SITE ELEVATION O5 INSTALL 6' HIGH CHAIN LINK FENCE \ by '\q \ \ \ (LOOKING NORTHWEST) ALONG 3 SIDES OF PREMISES ESMT. �ri,1 I \ \`�1* \ \ �''�/!$\` N. \ \ N.T.S. INSTALL PVC SLATS IN NEW FENCING ` Z� / \ Cp j/ \�{ \' \ \ \ \� SEE DETAILTO MATCH EGSSHT CTING OLOR AND SIZE. \ \ \ 6 INSTALL 12' WIDE CHAIN UNK DOUBLE . I pc.,/ I _ 6' �\1h� �o �C, \\ �� \ \ \ \ \ \ DRAINAGE STATEMENT: O LEAF GATE PER DETAIL G, SHT C4. I / / EXISTING TEP- 6 i^ �� r, �} 4 7 © \ \ \ \ \ THE SITE IS 1200 SQUARE FEET AND GRADING �F'/ I TRANSFORMER \ 6}`" J\Q �i �i ' \ �� \ \ \ 0 TIE NEW POST WITHENCE CHNNNTO EXISTING LNK FENCE FROM \ \ LIMITS ENCOMPASS 3800 SQUARE FEET. THE t/ ` _ / / / Si�' (5 VC��G I ,I• \ \ \ \ \\ \ DESE T G CURRENTLY AN COVERED RUBS.WITH THE PROPOSED CORNER POST TO CORNER POST. /I \ / /, !T \G I ti, \ \ \ \ \ \ \ GRADING MAINTAINS EXISTING DRAINAGE PATTERNS. O INSTALL NEW 3' MAN GATE IN EXISTING / /\\ �7 I `� \ \ \ CHNNLINK FENCE. LOCATE NEW GATE USING / I / \\ © .y� CI _ _ S j \ \ \ \ EXISTING POST AT NE OF GATE OPENING. ` / \ /�/ _ _ © SLOP \ \ \� \ \ \ \ LANDSCAPE NOTES:: SEE DETAIL F, SHT. C4. \ \ \ NO SIGNIFICANT OR PROTECTED NATIVE VEGETATION O9 PLACE MATERIAL CUT FROM THE SITE ALONG THE I / \ �/ 0 'g \ \ \ \ WILL BE DISTURBED ON THE SITE. ALL AREAS DISTURBED EXISTING ROADWAY AS SHOWN.ADJUST ROAWAY \ _ \ _ -- - - _ \ °� > \ \\ \ \\ \ BY GRADING OUTSIDE THE PERIMETER OF THE CELL SITE GRADES AS NEEDED TO BALANCE EARTHWORK. - - - 1,.... GRADING LIMITS -- �( •�� I \� - � 0 \ TO BE HYDROSEEDED WITH THE FOLLOWING PLANT UST: SEE NOTE 5, SHT C4 FOR EARTHWORK SPEC. S - _ /5� 1� C 11 ` 5'I 0 �� ���' \ \ \ \ Use the seeds: Base Seed Mix 10 INSTALL 3' LAYER OF 3/4' CLEAN CRUSHED E5 ItC• Z h J� \ following AGGREGATE OVER 4' COMPACTED A.B.C. /�4 �1\ PAVED PKG SS OP \SZ _I. J'r� 'L �G \ \ Species •PLS Rote, tbs./ac. \ WHEEI �i GSyp9� I\ \ \ \ SEE DETAIL E, SHT C4. fa�G I o WITH ��G �i) 01° \ \ Purple Three-Awn,Aristida ouroureQ (P,W) 2.0 11 INSTALL ?• (PC/COT SSPI TABLE 406-2 /�• G� P • h� I \ PREMISES BOUNDARI� Sand Dropseed, Soorobolus crvothandrus (P,W) 1.0 MIX NO. 2) ASPHALTIC CONCRETE \20' Q 11 "• \ Indian Wheat, Plantago insularis (A,C) 3.0 / 1 ' $ FOR OFF- TE \ PAVEMENT ON 4' ABC. TOP OF A/C 1 ! Desert Globe mallow, Sohaeralceo ombigug (P,C,W) 1.0 _ _ _ - \ PAVEMENT TO MATCH EXISTING GROUND / _kiiiiiii...ACC_ESS_ESMILI_NE _ - - - - �: / yr�Ac^Q o �y Y, RMATION \ Desert Senno, Cassia covesii (P,W) 2.0 ELEVATIONS. UNLESS NOTED OTHERWISE. Brittlebush, Encelia farinosg (P,C/W) 1.5 - _ � _9° �� S E •�' QN \ BuB .Ambrosio deooideoao lari 4.0 /-�� - `t, 0 9. cl 0;o _A \ Turpentine Bush, Haaloaaaous lancifdius (P.C,W) 1.0 / \_ r.AF ✓ HEET C \ Desert Marigold, Baileva multirodiola (P,C,W) 1.0 - 2.0 SPECIAL NOTES: t� - _. - _ �q7• \ 1 Foothill Polo Verde, Cercidium microohyllum (P,W) 2.0 - 3.0 / G .. - - _ _ _ i \ Colclow Acacia,Acacia gregii (P,W) 2.0 - 3.0 A OCCUPANCY IS B-2 O L> ) B. CONSTRUCTION IS TYPE V-N Whitelham Acacia, Acaaa contrictQ (P,W 2.0p _ 10% d•6• •, �r7Np \ Plains Love Gross, Eragrostis intermediQ ( W) 1.0 /p, C. NON-SPRINKLERED 1 STORY _ -lii; �� �I 1 Notive Mesquite, Prosoois veluting (P,W) 1.0 - 2.0 D. THIS IS AN UNMANNED FACILITY --� _ - w 3:1 \ GENERAL NOTES: s 8 SLOPE \ \ Key: A = Annual; P = Perennial; C = Germinates and thrives in the -' , pj147,61 cool season; W = Germinates and thrives in worm seoson; C/W = A. LFASF PROPERTY IS WITHIN A ZONE V - - - �7 •� , \ \ \ \\ Germinates and thrives in cool/worm seasons. (Note: The cool season "x FLOODPLAIN. in Oro Valley runs September through Morch, and the warm season is B. CONSTRUCT SHELTER PARALLEL AND 0 \ from Morch through October. There is an overlap of seasons.) PERPENDICULAR TO PREMISES LOT LINES. • - 401111.11a _ _ ACCESS E T LINE- - - - - - `� e �'�^'/•► 108. ure Live Seed 01MER _ _ I -0�,,-;4" • �f� �r,. `-.:;� AT&T WIRELESS PCS, INC. tS 7 r9 \ ! 11 i? '7 ,I 6360-1 E. THOMAS RD #318 ��� ' , �4�� • \ ' ' y • SCOTTSDALE, ARIZONA 85251 3:1 FILL ��‘G ( 1349U )5:-!//1---- 4KPH (602) 990-9770 RADING L1107S SLOPE I .1 '.� 1 TCOD C4 . 1 MARK P. " / McCARTY ENGINEERING, INC. ANTENNA SITE TU-33 '�� MCCAR 1199 E. PALISADES ROAD, ORO VALLEY, AZ / 4 STRUCTURAL - CIVIL \'�tia,;1�/. zs,811 2 LANa SURVEYNG PREMISES IMPROVEMENTS PREMISES IMPROVEMENT PLAN `v�''T:� '�9/ oN° s P 38o E UNIVERSITY kW. SCALE DATE 96 DAw n `IKMD BY �No.961715 1"=5' ► TUCSON.AZ 85705 12/13/96 / P11(520)770-1318 E.DATE REV.No. OWING No. C3 SHT 3 of 6 \\ 12 CELLULAR 36 33 33I34 • N 2� ANTENNAS - 1 6 6 5 ,, 1 LEGEND THIS • 2 FUTURt. 3 FINISH GRADE SPOT ELEV PROJECT- . \ MICROWAVE �� EXISTING ^- ANTENNAS �' (-1, / • \ DISHES AND MOUNTS 2750 -EXISTING GRADE CONTOUR !ilk... // \ \ _ - - • NEW FENCING o '� I.s.o sr // • \ 11/ \\ X Z c t / EXISTING FENCING AIAGNE TIC DECLINATION: 12.0'EAST , \ \ �2b'. FINISH GRADE SLOPE Ww NM 11b° \ \ ")00"40 / -\ \ EXISTING US WEST Cj5 CONSTRUCTION KEYNOTE SYMBOL 1 6 5 / EXISTING \ TOWER SITE 12 7 7 8 / MONOPOLE \ NEW AT&T // TOWER \\ \\ , PREMISES LOCATION PLAN // \\ '• \ I ! 12 ACELLULAR NTENNAS . SCALE: 3' = 1 MILE • • \ \\ �- 1. { I I n # PIMA COUNTY. \ , I / EXISTING SHELTER ) \ \ SITE ELEVATION 2 FUTURE EXISTING \ \ SITE NORTHEAST) MICROWAVE ANTENNAS / \\\ N.T.S. DISHES AND MOUNTS I \ ' • \ • \ - CONSTRji CTION KEYNOTES I EXISTING U.S. WEST TOWER SITE \ • -" PERIMETER EXISTING J[ \ Q . . 1 EXISTING US WEST I 0INSTALL 4' x 4' CONCRETE SLAB ON • ABC PER DETAIL A, SHT C4. SEE FENCE \ ` TOWER EQUIPMENT SHELTER PLANS FOR (6' SLATTED �� ` I LOCATION. CHAINUNK) - \ 1 �` \ • . 2O INSTALL CONCRETE FOUNDATION PAD 0 $ \ _ : PER DETAIL B, SHi C4. I J •I / • \ \\ -_ ._ ..... 1... O3 INSTALL BUILDING 71E-DOWNS (4 REO'D) PER DETAIL D, SHT C4. SEE • / - q�p 4 ~\\ \ • EQUIPMENT SHELTER PLANS FOR •• t • • \ SITE ELEVATION EXACT LOCATIONS. 1` / i Q4p�ti - (LOOKING NORTHWEST) V / V . CryI s .` \ N.T.S. 0 INSTALL 3" LAYER OF 3/4' CLEAN CRUSHED • J� i .y. AGGREGATE ON WEED BARRIER OVER 4' / 1• �p, `�� `�\ 2y COMPACTED A.B.C. SEE DETAIL E. SHT C4. • ham/ //�� `Z�A ' \ s 5 INSTALL 6' HIGH CHAIN LINK FENCE PV4�/ / �� '\h�'��O `�� J '�1$0. \ - ALONG 3 SIDES OF PREMISES ESMT. • \\ O INSTALL PVC SLATS IN NEW FENCING V/ / EXISTING TEP-• - a ,,, �,�,`ti 1: ooQ © \ TO ILAATCH SEE DETAILEG SHT C4.COLOR AND SIZE. �.h/ I` / TRANSFORMER • h96 ��J`���G�, Aso \ —` / VQ ti710191 ' \ 0 INSTALL 12' WIDE CHAIN LINK DOUBLE /. �.•` / / ,`\ �� LEAF GATE PER DETAIL G, SHT C4, / / �. v © �.(, Q 5, \ \• p7 TIE NEW FENCE INTO EXISTING FENCE / / \\ � -- 3:1 CUT, \ POST WITH CHAIN UNK FENCE FROM • / \ © • © SLOPE \ CORNER POST TO CORNER POST. \ 0 �� , \ O8 INSTALL NEW 3' MAN GATE IN EXISTING - • --- �aC \ 2}51 �� O IP': DRAINAGE STATEMENT: CHAINUNK FENCE LOCATE NEW GATE EXISTING POST AT NE OF GATE OPENING. USING /,,•� ) a - . `.}. \ THE SITE IS 1200 SQUARE FEET AND GRADING SEE DETAIL F,SHT.C4. /4`'�h ` © 0 ✓ Ja�S \ SITE IS' UNITS ECURRENTLY COVERED NCOMPASS 3800 UWITH ARE FrI KALEET. E O9 PLACE MATERIALCUT FROM THE SITE ALONG THE / /C'' • - _ _ sp,, -�' DESERT GRASSES AND SHRUBS. THE PROPOSED EXISTING ROADWAY AS SHOWN. ADJUST ROAWAY /G� - -.21r . Si. C'iz) \ GRADING MAINTAINS EXISTING DRAINAGE PATTERNS. GRADES AS NEEDED TO BALANCE EARTHWORK. t�� g �> I p —— �0 \ SEE NOTE 5,SHT C4 FOR EARTHWORK SPEC. /c5-.‘ `1tr�� F, y4 I PREMISES BOUNDARY / - 14C,- -- \r t £j • 1C INSTALL 3" LAYER OF 3/4" CLEAN CRUSHED GR SEE DETAIL E SHT C4.COMPACTED A.B.C. yak SPECIAL NOTES: AGGREGATE OVER 4 / ACCESS_SM'T UNE S \ f- �k6 A. OCCUPANCY IS B-2 / +- o 0 �• �/. \ • - B. CONSTRUCTION IS TYPE V-N / -� $ "� r C. NON-SPRINKLERED / 1 STORY -- - _ - I� �• \ D. THIS IS AN dNMANNED FACILITY / µ\SS A G" t�' 4. Qij - m I �'r f 10% 6, t �To 447si E yC E.�.Is / n _ •— Or�,Ro ?�� ���'A''��i�, GENERALNOTES: - •3:1.flLl ► S $ SLOPE \ S �OA. A. LEASE PROPERTI iS WITHIN A ZONE "X FLOODPLAIN. 2/47.61 y V 2• B. CONSTRUCT SHELTER PARALLEL AND PERPENDICULAR TO PREMISES LOT LINES. S • • • t 13490 t °' MARK P. _ ACCESS E T LI ` 1 ! o McCARTY rr0 «kl.� 1 INC. .. . .T.- AT&T . .- \\*\::„._Si•ned•�. 6360-1 E. THOMAS RD /f 318 , ��J- • FOR OFF-SITE , 1 0 5 P SCO PH(602 990-9770A 525! 'ADrA,c L ors 3. FILL �a SLOPE- �I— A° INFORMATION SEE PLAN ON McCARTY ENGINEERING, INC. ANTENNA SITE TU-33 SHEET C l. ____ E. PALISADES ROAD, ORO VALLEY, AZ STRUCTURAL - PREMISES IMPROVEMENTS LANDND SURVEYING PREMISES IMPROVEMENT PLAN 3eD E.UNNERSfry aL� SCALE , T IDR,W BY iCHO 9Y Na. 1"..,...,' ncsoN.Az e5705 ' -5• 12/13/96 , LMG : McCART/ 961115 PH (520)770-1318 '''*-3 G-!T—T CV Nu. I DRAWING No. PT - .- r 20• "— """ ' ` '—"—" 20'-0" GENERAL PAM ND GRADING NOTES NOTE' DO NOT PEACE CONCRETE SEE MANUFACTURER'S EQUIP. 1. All construction and test methods shall be in conformance with Pima County/City LANDING UNTIL SHELTER IS IN PLACE SHELTER DWGS FOR FOUNDATION of Tucson Standard Specifications for Public Improvements(PC/COT SSPI) 1994 1" CHAMFER AND SLAB DETAILS -weedition and any amendments thereto. 4 2. Aggregate Base Course (ABC) shall conform to PC/COT SSPI Section 303. PREFORMED EXPANSION JOINT r I MAT'L, FULL WIDTH OF LANDING I 3. Asphaltic concrete shall conform to PC/COT SSP! section 406, mix g2 PRE-FAB SHELTER BY OTHERS Specifications. 4'x4'x4" CONC LANDING PAD AA w/6x6-W4.0xW4.0 WWF ON 4" CONCRETE SLAB. SEE DET. B IV 4. All concrete shall comply with PC/COT SSP( Section 1006,Class P. 4,000 PSI ABC COMPACTED TO 95% MIN THIS SHT. TOP/SLAB ELEV. ,aro compressive e strength at 28 days, specified. otherwise SHALL BE 1.0' MIN ABOVE I , FOR CRUSHED HIGHEST ADJACENT GRADE - d - 5. Excavation and backfill for structures shall conform to PC/COT SSPI, Section 203-5. ROCK, SEE DET E, I 4' ABC, COMPACTED - IV 6. Subbase material shall conform to PC/COT SSPI, Section 203. N THIS SHEET. / 70 957L MIN o 5x /PAN.'' Air '�'�'�'A 7. All work shall conform to grading standards, City of Tucson Uniform Building _ L J Code-Appendix Chapter 33, B. Contractor shall comply with all applicable occupational safety and health --�- r--T— , —rT- administration regulations.S' THICKENED 1? J 9. Contractor shall obtain all permits required by Governmental agencies. EDGE,DES � 10" FOR BLDG FOUNDATION & ' 10. All revisions of these plans must be approved by COTDOT and FCD prior to TYP SLAB, SEE DET. B THIS SHT. t NOTE construction. FOR FOUNDATION CONSTRUCTION INFORMATION 1 TYPICAL BUILDING TIE-DOWN. L 1,4,._0111 SEE ANDREW CORP.DRAWING F-020-1,LATEST REVISION, SEE EQUIPMENT MANUFACTURER'S 11. A copy of this plan shall be kept in an easily accessible location on the site WILED"STANDARD SHELTER FOUNDATION, 8' r I SHELTER PLANS FOR DETAILS. 8'-3 of oN times during construction. SLAB TYPE'. (A) BLDG FOUNDATION/SLAB DETAIL0 EQUIPMENT SHELTER FOUNDATION PLAN O EQUIPMENT SHELTER FLOOR PLAN 12. If unanticipated conditions are encounteredduring the course of construction and (� are beyond the scope of the design, theseese conditions shall be brought to the N.T.S. N.T.S. N.T.S. attention of the Engineer. The Engineer shall submit the necessary revised or supplemental improvement plans for review and approval by the City Engineer. 2'-C 3/4" ASPHALT 13. Upon commencment of work,traffic control devices shall be posted and mointoined (ALSO APPLIES FOR TRANSITION i by,the Contractor(if required) until such time as the work is completed. All 4 CONCRETE FROM GRAVEL ROAD TO CONC. Iwww.m.wwwwwl {� warning signs, barricades, epic. shll be in accordance wit the manual of uniform TIE DOWN PLATE SUPPLIED BY SHELTER EXTENSION ARMS w/ eke, 10x10 GA. WWF traffic, control devices adopted bythe State of Arizona, pursuant to A.R.S. 25-650. MANUFACTURER. SEE CIFI EQUIPMENT { TO BE VERTICAL SHELTER PLANS & SPECIFICATIONS FOR I WEED CONTROL* } AT CATE ADDITIONAL INFORMATION, LOCATION I 14. A qualified registered Engineer or land surveyor must certify that this project AND INSTALLATION. �' ;;II'W- ����I �������/I N` was constructed in a substantial conformance with the approved plans prior to 4. ',� % • request for final inspection/certificate of occu r, or the release of .....s:..._.."' ������ ��������������� assurances. occupancy •••••••••• i 4" AGGREGATE BASE :♦�♦�• ���`♦�`♦♦`♦•� ���`♦• 15. Contractor shall call Blue Stake (792-2211) to verify location of all utilities ON 4" AGGREGATE BASE COURSE (ABC) � P rior to commencement of construction. COURSE, CCMPACTED TO 95R COMPACTED TO 95R ��� ,1�>LPRE-FAB SHELTER ASPHALT PVMT ' ••� • r�� 16. Paving Contractor shall adjust both existing and new water valves, box covers, LO O II } 1 BY OTHERS ! CONCRETE PVMT ���� ► 11. water meter boxes. sanitary sewer manhole and cleanout r and covers, telephone i \ MANUFACTURER'S ��♦�� O� �� •��� iand electric manhole rng and covers to the new finished grade, if appl cable. i II STANDARD LATCH +��• •♦•� •••/ 101 ''/il////////////////////////i.. 74 )�• , *! 17. The Contractor shall be responsible for the care and maintenance of existing * WEED CONTROL SHALL BE AS FOLLOWS: WITH HASP FOR / ► �w' 1 P 3"IMIMEINIM LAYER OF CLEAN 3 4" PADLOCK �� • improvements and vegetation in the work area. Pavement,curbs and anyother r— CRUSHED ROCK. / APPLY 7 LBS DYCLOMEC 4G HERBICIDE � __ 0��.4_4. ' �I.4.4. obstructions damaged duringconstruction, are to be replaced by the Contractor. FOR PER EACH 1000 SF. INSTALL 60 MIL THICK +� i My underground pipes, irrigation lines, irrigation controls,drains, structures, -PER TYPE 11' GEOTEXTILE FABRIC or obstructions not shown on these plans shall be moved, altered or repaired (as SEE DET CRUSHED THISRStIT .. . WEED CONTROL* -11�� Q"'��-�I III. OVER HERBICIDE TREATED SOIL PRIOR TO g•II_- II =TI_ t7[=, directed by the Engineer) by the Contractor when encountered.All such work shall -- PLACING ASPHALT OR ROCK COVER SURFACE. be considered a part of this contract. ..._._._..._._._._._ FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR FOR BLDG FOUNDATION HERBICIDE APPLICATION AND FABRIC INSTALLATION. 18. It shall be the responsibility of the Contractor and/or Surveyor providing the &SLAB, SEE OD B. 4' AGGREGATE BASE construction layout to verify the benchmark and compare the site conditions with THIS SHT COURSE (ABC) LOCAL SUPPLIER IS: the plans and notify the Engineer of any discrepancies observed. Should any )COMPACTED TO 95% UNITED HORTICULTURE SUPPLY benchmark, grade or design indicated on the plans be suspect, the Engineer shall 4429 N. HIGHWAY DR. � be notified of said benchmark, grade or design problem at least forty-eight hours YARD AREA TUCSON, AZ 85705 _ NOTE: SEE DETAIL G BELOW before construction is scheduled to begin on the affected area. If the Engineer PH 293-4330 FOR ADDITIONAL INFORMATION. is not notified prior to start of construction of the affected area, any TIE-DOWN DETAIL PAVEMENT DETAILS O 3' MAN GATE SEE PLANS FOR GATE HANDING discrepancies shall be deemed to be the responsibility of the Contractor and/or C & SWING. Surveyor. S. 4 t- N.T.S - �N,i.S. f 19. It shall be the Contractor's responsibility to fully comply with any applicable ------------- ---— ----- ---- U.S. EPA Stormwater discharge permit requirements. (3) STRAND BARBED WIRE CONSISTING 20. The Soils Engineer shall observe, inspect and test all construction operations OF 2 STRANDS 12 GA, DOUBLE including, but riot limited to: clearing, grubbing, subgrade preparation. TWISTED WIRE w/ 14 GA, 4 PT BARBS structural , trench excavation and backfill, material testing, together with the 2 GATES - SEE SHT. C3 FOR WIDTH placement of fill. Said Engineer shall certify in writing, that all soils SPACED 5 APART, SLANT AT 45 _ operations and material used for this development were performed in accordance FROM PROPERTY AT AN ANGLE EXTENSIONARMS SHALL POINT AWAY AWAY FROM BLDG L OF 45', with the recommendations as set forth in the geotechnical investigation of record , EXTENSION ARMS TO BE 12 GUAGE TOP HINGE PER WELD 2"0 GATE FRAME and ore in conformance with the accepted plans and specifications. , PRESSED STEEL OR WROUGHT IRON 'VFR. NOTE: INSTALL STD 2" x 2" 9 GA GAINLOCKING LATCH 21. It stroll be the sole responsibility of the Owner(s), their successors or assigns, WOVEN WIRE FABRIC (and/or their Contractor, their successors and assigns as applicable) to pursue COILED SPRING W/ PVC SLATS any negotiations. obtain any agreements and/or permits, etc., from all necessary - REINFORCING WIRE TO MATCH EXISTING w s e === BANDS (8 REQ•0) owners, private and/or governmental agencies in charge of properties and/or 'iv` 1 h & 1/4" x 3/4" - ` :;,. I 0111! FLAT STRETCHER rights-of-way adjacent to, and/or neighboring this project, that may be required _ to do any work �consirudion, access, modifications, grading, drainage, THRU-BOL' OR • ;$:�� BAR 11 ENDS structures, roads, etc. encroachingor affecting—directly direct or indirectly--on 3"0 CORNER POSTS, :.-� III iMI:t;•'.'Ls±±{ ••1Xli••; ) 9 IY Y OTHER APPROVED •POSTS AT 8' OC. MAXINTERMEDIATE ---•::•;• •;;:"'':. ; these adjacent properties and rights-of-way in any conceivable manner, regardless 'I at :'+:'•'' I on these e Ions. EQUAL 2 1/2"0 �' 3/8"0 DING of whether or not this work is shown or describedp b POST, SCH 40 TYP _ , CENT. 1 SJ60 12 . ,:r f;.o; '.,;..; TENSION ROOS • ` Tor PERIMETER BACK �:j: ;::2::•;;:— ` , .::,::,: ': r:: : EA GATE & I. CONT. 1 5/8"0 /::e'�i,;e't:%::::•: �rA��l?.•,':::::i>;9�'•.•:;.y��� ��> %<nc; CORNERS SEE DETAIL E ON THIS PERIMETER BACK :::?.::.:;::.::.: why —_ FINISH GRADE I (O r•+ , i. MLR SHEET FOR CRUSHED �..�� r i �+�..::.:.: ;.. �� 'f' r�/'% AT&T WIRELESS PCS INC. ' II ROCK SECTION �i:i:i::•: 11 •�t:fi,i>: .iEas of / �/ ✓ s o b r 6360-1 E. THOMAS RD 318 l I I FENCE TO TOUCH I l =1 .h a SCOTTSDALE, ARIZONA t 5251 %-,. III GROUND BETWEEN GATE I I l BOTTOM 'YGF 13 90 U ' POSTS GROUNi; L- 1 MARK P. PH (602) 990-9770 inf a! } PER MDR. YP lrCc ti 0 �-CONC. FTC. 1'-0'0 TYP. CONC. FIG. 1•-0"0 TYP. ; o McCARTY P ANTENNA SITE TU-33 , t6"o ® CORNER & GATE •50 ® CORNER & DATE NOTE: TEE ELECTRICAL SHT MUSHROOM TYPE GATE of McCART`( ENGINEERING, INC. POSTS POSTS FOR CCUNDING DETAILS ANCHOR REQ'D AT CENTER E. PALISADES ROAD, ORO VALLEY, AZ CLOSED POSITION. LATCHING I Si STRUCTURAL - clvn nab... - ANCHOR REO'D AT EACH I / 5 . . LAND SURVEYING CIVIL DETAILS OPEN POSITION AS SHOWN aVA, • :eo E.u+NERs ry e.w. SCALE )DATE paw air cw o BY ixe la.- C FENCE Sc GATE DETAIL ON IMPROVEMENT PLANS. ^ N.T.S. ueSON,e7 85705 NOTED '''/1�96 LMG _� McCARTY I 9R1.1` ,ELECTW—' SPECIFICATIONS / i 33 33134 ' j 6 5 1.M vat n o.r tilcol s n'th a1),the No portion d tM laleri edition d u X fJecblcol Code(NEC).tin.National Eleetrle edety Code 1� 1..._ Ilk (N�).of lb....and County codes and ordinances,and otter codas which may w 'I' PROJECTtoroth. not De.....may MerencW b 7Mae contract aoeanarda. Nona �a� praia.an d Mae combed d«umente shoe be canard a / w d t e rides,regvdstioe or requirem�da et thee.outharil se, z 2.The ac anpmrying drawings ore intended to show the general arrangement and onset / 4ite of the work. The oath location and arrangement of o9 pats shall be determined O o was me a the ark progresses to conform n the best posaide moms with the Z N M- y u•wndeps and a aided by the Owrw'a nPreeantotia r �-�' cc " ill 3.The centred documents reflect the genet location,wakege•capacity.aza and manner d routl q for oe ufitia knevn to be required an th*project. a elal be the ngaebity d the Cordreete Ia vied the site end mat with ///��� the .*etrk otSly eenporr/inn order t0 taardnot.and confirm 9e enact / \ 1 6 5 rsquirvmrde for d electrical ubTtiea The bida submitted a the Contractor / \ dal include cods lad sera coordinative work as wet es or*and W holey 12 7 7 8 company charges and/or fees Contractor shah be respond*for and shot include la made poser \ MONOPOLE G \ \ sonic*in protect.la service conduit'.equipment.rie eon el equipmerd.material and labor and dlocatio hall be TOWER —GRD— LOCATION PLAN require a wort by�a'c.IMic a dents.° °" '�'i�"'"°y • • SCALE: 3' .. 1 MILE nd materials added by him in 1 \ 4.\ ` SEC 6,T12S, R14E oaco once with slots Centrals'shoeM parade the general oaonatiam elf mnbi ,but in no ' I V PIMA COUNTY.ARIZONA ease for o period of lees than as year. o S M mdsria*alnd be new and d gutty grad.. M material,of a type for I - I which the Undersells*.Laboratories inc.(UL)has estebisMd a etmdord shall EXISTING SHELTER CONNECT ALL NEW be rwt.d by IL and stet beer label. `� �, GROUND LOOPS TO LEGEND a M work Vol be performed by competent meefuoncs,skied n Nor trade and ` chat be executed N a thorough and substantial manner. EXIST. GROUND LOOP. GRD-'/ ---GRD---BURIED GROUND LOOP 7.The Contractor shoe be held raeponrble for troneportatia of hie materials to ----UT----UNDERGROUND TELEPHONE and on the job,and for their storage and protection until the final acceptance • \ ----UE----UNDERGROUND ELECTRIC of the job. ll NEWEXISTING U.S. WEST TOWER SITE 'X ' ' X EX1snNC CFENCING 8.ConduIts shoe be securely supported to building structure at intervals of not EXISTING more than 6 feet Conduits shah be fastened in place PERIMETER by patronized died Boma+ FENCE or straps,angers 3/6 nmum rodetrapeze. No pedarated iteel tape i permitted. (6' SLATTED \ pipe darrurie m or \ 9.Fasteners for conduit supports shoe be Self dueling,self topping screws In CHNNUNK) octuated anchors.dt not 110 © ELECTRICAL KEYNOTES concrete.or .Wo� or playa threaded expansion " / Q EXISTING T.E.P.PM MOUNTED TRANSFORMER TO RE]WN. be acceptable. / j/ O2 INSTALL NEW METER SOCKET AND MAIN to troutgalvanized steel conduR shot be made up to bases and equipment with double totknuts and shot here insulated batting installed. Crooning continuity \ . DISCONNECT ON SHELTER PER UTILITY COMPANY shah be maintained. ! /•• _ STANDARDS. it.M treats and Ste In PVC conduit dal be rigid goNanizd steel / / / / O Utyy O INSTALL NEW 4. CONDUIT TO US WEST 12 M conduit rows slat be rigid gdsanizd riser. j yes TELEPHONE PEDESTAL PER US WEST STANDARDS. conduits �� / / % ?r• G hG turban down r and on Me drawings. a minimum d 24 inch,,beta grata / / p4 TERMINATE NEW TELEPHONE CONDUCT IN �`� \�/ p�j•! j ion• WEATHER PROOF 4' SOUARE JUNCTION BOX 14.Meted conduits and fittings buried underground shill be carduAy wrapped►ith `/ / /♦ �� SECURED TO SHELTER AT +24� ABOVE GRADE. bolt-ioppd 3M No.51'Sadchrop,o approved equal,rinyl tape,with cropping • /yt :/ % ��� OS PANELBOARD PROVIDED WITH SHELTER. extending at least 1 inches beyond the edge d any asposed metal. �V/ ` EXISTING TEP y,'S,! / � ` `{7 15.Bockfi at trenchea with 9.loose lifts,canpodd to 952 standard proctor. f}'6C/ TRANSFORMER b.6.4'.' i < �" O No aggregate war 2 ichea plowed n taelddl / J 6 UTILITY TRENCH W/24� COVER PER / cs•/ // „tN 913:1 UTILITY COMPANY STANDARDS. 16.To present on namdation of vote,dr%or concrete in conduit during work / } // '6' conduit ends shall be sealed by use of metallic'pennies or radiant pbrbe / / + / s OI MAXIMIZE SPACE BETWEEN INSPECTION seeing cops during construction anti wire is pulled. Property cap spare and / / :/ WELL (CHRISTY) BOXES (2)ALONG PERIMETER empty conduit systems stubbed up from below grade or from below floor level. with eM cops �. / / GROUND LOOP. SEE DTL 2 ON SHT. E2. sumo" �'4• / 17.Horizontal runs of Gambit shall be installed to de a natural drain tor / / - /'/ //<� O SLOPES - condensation without pockets or traps where moisture mayselect • - - j' j ��� o 18.NI electrical conductor terminations sal be torque wrench or torque /�. // `` screwdriver tightened per u and NEW standard,. Jt' / ••`_-/ sP. 19.The electrical system shoe be grounded n accordance with Article 250 of the . / / O O © © NEC. M electrical equipment inclining conduit ayriema,hoses disconnect /cc'� • �k nachos,receptacles,panel boards,motes etc.shall be grounded. /�4 / ,5„,,..., , r. 20.The novice entrance groundbus dal be bonded to the bilking steel,ufr ground ;Cz / / i 6 and ground rods with conductors sized per NEC teas 250-94. �y �`S ./.. ��t Resistance Debra,any point on the grounding electrode system and any object in /d `,M / e, PREMISES BOUNDARY earth \tY' / 1 •� : wf resistance rtwasudiremen and ground rods shot be made normally Grounding nother, / LINE 7' f c 1 nit" 'a not len then 24 hours after rainfall The Contractor shoe submit measured / . y,•S ('f_ u i ground resistance readings to the Engineer. / _ "�Ess M� rO FOR CONSTRUCTION `, t Tt' , 22.The outside ground ring abl be tested after natarlatian,but prior to Ring `o �" DETAILS AT PREMISES .,,�'J'; the ground ring trench The ground field resistance shall be 5 OHMS or less. uy -----i- ^� , u}, Army difficulty In ach ermg the level must be broil gM to the attention oru of the -�rJ ��-� Owner's reprezentolM. The resistance shot be measured by using a meter �-� -- ---_-- — _� - g, SITE SEE SHEET C3. byoa by the site prefect manage. Ode" // �MOS - Oa testing se from which a written neat or ease ed spat be provided n AAL r _ viOr .1 23.If the ground resistance.seal.5 to del addhional ground rods shot be - - T � Installed to lower M.ground resistance to below s OHMS. 3:1 FILL 4 24.Insulation or feeder conductors shall be tolled with a 1,000-salt megohmmeter. +� SLOPE + % •' Test each feeder conductor for a minimum accepted*ground resistance reading of \ ` I- _ L� 100 NEC OHMS. Replace feeder conductors which do not meet the minimum reading reroe.us- or which differ°ppndobly from other feeder ground resistance readings ---\\ '�la ACCESS E 'T UNE C0 SUILIAN1 OMR AT&T WIRELESS PCS, INC. 6360-1 E. THOMAS RD /318 a, SCOTTSDALE. ARIZONA 85251 e NG 3:1 FILL � ' Rooker Tornberg Engineering PH (602) 990-9770 uArirs�� SLOPE , §FNERAL NOTE: ROUTE TELEPHONE CONDUIT A PRIOR TO POWER RELEASE CONTRACTOR SHALL OBTAIN INFORMATION ON AVAILABLE McCARTY ENGINEERING, INC. ANTENNA SITE TU-33 SHORT CIRCUIT CURRENT AT SERVICE FROM THE UTILITY COMPANY. PROVIDE WRITTEN TO EXISTING PEDESTAL AT Copy TO MUNICIPAL INSPECTOR FOR PILES AND COMPLY WITH THIS INFORMATION E. PALISADES ROAD, ORO VALLEY, AZ PALISADES DRIVE. SEE SHT PER 1993 NEC. � �SU - Nat SITE ELECTRICAL PLAN LAND SURVEYING C2 FOR EXISTING EASEMENT. 8. PROVIDE UTILITY NSSTAILED SHALL LL BE RATED,LABLE FAULT THAN THENT ON E AVAILABLE INSPECTOR. CURRENAT. 300 E.UHM SITY BLVD. Y"E 1 See `teD or JOB No. AZ 83705 NOTED 12/13/96 LMG 1 McEARTY 961115 M. PH(520)770-1316 RFY.Dill REV.No. DAbSISO No. _ 12/15/96 0 El SIiT 5 of 6 uv.' unu,r VVAta ICI BE GROUND ROD INSPECTION WEU. CHRISTY UFER GROUND NO LOCATED ALONG CENTERINE Of F14 BOX WITH ADAPTERS AND EXTENSIONS SHELHKS SHORT SIDES AND AS REQUIRED AND 0210 CONC. UD. WAVE GUIDED BRIDGE WAVE ( DRT ENTRY OVER A GROUND ROD COORDINATE INSTALLATION WTTT{ OWNER. TABLE 1. ON SITE SUPERVISON BY Goncn a REPRESENTATIVE REQUIRED PRIOR TO COMMENCING ALL GROUND FENCE MiH /2 'GROUND' OR'GROUND ROO' 4'xI/ COPPER BUS BAR GROUNDING WORK. : BOND ARRESTER MOUNTED TO WALL W/ 1 I/2' 2. ALL GROUND SYSTEMS TO BE CADWELD TYPE UNLESS OTHERWISE NOTED. (3. BELOW) SCUD TINNED BARE COPPER AT GROUND CONDUCTOR /1 STRANDED BARE COPPER HQI PORT TO EXTERIOR �! STANDOFF INSULATORS. BY SHELTER 3. CONNECTORS TO GROUND SYSTEM AT BUS BARS, SURGE ARRESTER (LPC) AND MAIN (4)CORNER FENCE POSTS TIP. TEST LOOP 12' FINISH GRADE GROUND 8V2 WITH o o • o MANUFACTURER DISCONNECT TO BE MECHANICAL TYPE. BELOW GRADE MAX. EXOTHERMK CONN. °°°° 4. GROUND R00 SPACING TO BE 10'-d MAX. o.c. UNLESS OTHERWISE INDICATED. BONDING I o 0 0 o BONDING STRAPS. USE 5. ALL EXTERIOR GROUND CONDUCTORS AND TOP OF THE GROUND RODS TO BE BURIED TO A IXOTHERMK CONNECTION —T STRAPS EXOTHERMIC CONNECTIONS MAXIMUM OF 2' DEEP WITH A 2' OFFSET. WiTH NO TURN SHORTER THAN A 1' RADIUS, z !r z_ /2 SOLID TINNED COPPER IN 3/4'0 API-I A 3' RADIUS PREFERED. Iv 12 SOLID TINNED BARE COPPER =� m `" 5 2 HOLE PVC CONDUIT ANCHORED TO BUILDING fi p BENDS AND 90 BENDS ARE NOT ALLOWED IN ANY GROUND CONDUCTOR. GRID CABLE TO GRID SYSTEM. AND ATTACHED TO GROUND RING. COMPRESSION 7, THE ROUTING OF GROUND CONDUCTORS BETWEEN AN ABOVE GROUND CONDUCTOR AND EARTH, SEE DETAIL /10/E2. LUG SHALL FOLLOW A PATH THAT IS MOST DIRECT AND AS VERTICAL AS POSSIBLE. GROUNDING I I EXOTHERMIC CONDITIONS FOLLOWING A HORIZONTAL PATH TO AVOID COSTING STRUCTURES WILL NOT BE I 1 CONNECTION11' -n-^n_yiTEITH 1r 11-N=11_wit--�_Ita =U=ff== __ ALLOWED. I I G--? /2 SOLID TINNED B.C. i1=11-n=11 T=B=II= +,=I1=- 8. GROUND CONDUCTOR ATTACHMENTS TO TOWER BUS BARS AND WAVE GUIDE ENTRY BUS BARS GROUND STSIEM ID'-0" MAX 1 XO ETHERMIC CONNECTION SHALL BE INDEPENDENT OF THE RIGID CONDUIT BONDING ATTACHMENT. CONDUCTOR TO E. --G G— G— - 9. BRING LIFER GROUND LEAD INTO METER SOCKET. UFER GROUND COUNNECTED TO RING CONC. FOOTING NOTE: GROUND EVERY OTHER JrSIHII GROUND. AROUND BUILDING l GROUND BY CADWELD JUMPER. POST WHEN BUILDING AND/OR COPPER CIAO STEEL GROUND COPPER CLAD STEEL BUILDING GROUND RING TOWER ARE 20' OR LESS ROD 5/8' ROUND x 10'-0" LONG GROUND ROD 5/8' ROUND x 10'-0. LONG ' O FENCE GALE GROUND DETAIL 00 NOT TO SCALE DETAIL ® N k 0a NQ 3US DETAIL DO NOT BOND WAVE GUIDE BRIDGE /2 BARE SOLID TINNED COPPER TO SHELTER OR EXT. GROUND BAR. SEE MEMOS. MATERIALS IN 3/4' / PVC CONDUIT. DOWN\ GATE FRAME INSULATOR BUS BAR (4' x 14' x tf4') 1, CONDUIT: RIGID SCHEDULE 80 PVC Wf SOLVENT CEMENi MEETING ASTI/ D2564 LEAD AT SHELTER GROUND TOWER \ FOR EXPOSED USE OUTDOORS. TO TERMINATE AT RING. WAVE GUIDE TOWER LEG r•.. 2. CONDUIT FITTINGS: SCHEDULE 40 PVC. BRIDGE SUPPLED FENCE POST 1•�:r`•''d.':•• :•.•••:••:•.. SHELTER WALL 3, GROUNDING CONDUCTOR: /1 SOUD TINNED BARE COPPER CONDUCTOR. OWNER r,,?�.�,+..,45� 1�7,40:,� io 4. GROUND RODS: COPPER CLAD HIGH STRENGTH STEEL 5/8' DIA a 10' - 0' LONG. ex II • ... ,.�i..;.�.• . 5.ALL MATERIALS TO BE U.L USU. COPPER BUS BAR !� COPP1 xl/4' .•�•••�• :•,•.•••••.J SHALL rt�� COPPER BUS BAR 'y.'❖:0*p:•:•••`•:.��: 0:. 6 AND CONSINSPECTION SPEC I OF WELL REINFORCEDECHRISTY, BROOKS SOPPRODUCTS PLATE SHALL BEAPPROVED EQUAL W/ INSULATORS 1 •��,•��;•��•i•••�•%�•�S ATTACHMENTS 3/4 PVC CONDUIT. END CONDUIT �� COMPRESSION LUG CADWELD FACTORY FABRICATED ELED y !• • :❖••••i❖4:44* 6' 'GROUND' OR'GROUND ROO'. 4 11$ :•i•'.'i AttA•A�• • ABOVE •GRADE AND 6' BELOW BUS BAR. GROUND OPPOSING AT BUS BAR F1D( TO POST AND GATE FRAME •prpp.•,;.;; S••f.•.M•'�•i••Sp•. 7. NOALAX OR AN APPROVED EQUAL CONDUCTIVE MEDIUM MATERIAL SHALL BE USED IN ALL COMPRESSION LUG WAVE GUIDE B>4DGE •O•:•'`••$••f•:; •••:•;•;•;••'••;p•••�;•;•4 MECHANICAL CONNECTIONS. NI CONNECTIONS SHALL BE CLEANED BEFORE CONNECTION IS AT BUS BAR LEGS(2) BAND PVC TO IN i r',V..'•.:'��••••�iOj�'ii..AJVC O•.6: FOUNDATION GRADEMADE_ GRADESTRUCTURE W/ - m +'.••.':J:•_•:•S::ae•S:•_? N `�,���,�Jr/ � S.S. STRAPS I ` 8 BY THESOLID COPPER A AT&T SITE DEVELOPEMENT MANAGER OR BY SPECIFIED ODESIGN(CONSULTANT FOR SPECIFIED raP "•, _11- rn 1 =nwlaru--ll=n=la=n 11=• b z ROCKY SITES WITH THREE OR MORE FEET OF SOIL COVER MAY BE USED IN CONJUNCTION EXOTHERMIC CONNECTION - Air $® n=n= 1=u=a=p=n=17=n=Ti=--- WITH SHORTENED COPPER RODS/OR LIFER GROUND. N—G G 7 —G I I G G----..- I �-- PE:R1METLE GROUND RING /2 SOLID TINNED BARE COPPER CONDUCTOR EXOTHERMIC CONNECTION I{ BUILDING GROUND TOWER GROUND RING TO GRiD SYSTEM. SEE DETAIL /12/E2 TO GROUND RING _ COPPER CLAD STEEL GROUND RING COPPER CLAD STEEL GROUND ROO ROD 5/8' ROUND x 10'-0' LONG 5/8" ROUND x 10'-0" LONG O SHELTER GROUND WIRE DETAIL WAVE GUIDE BRIDGE © GATE FRAME GROUNDING DETAIL NOT TO SCALE • 5 NOT TO SCALE LEGEND MIL NO ROOF SAFTEY METER SOCKET / 200 AMP. MAIN7 PREMISES LINE • EXOTHERMIC CONNECTION PENETRATIONS DISCONNECT, 120/240 VOLT, 1 PHASE 4' RIGID CONDUIT SECURE TO BLDG. 3 WIRE, w/TEST BYPASS FACDLRIES GROUNDTR COMMON RING 0 BRONZE OR COPPER SURGE ARRESTER gip AT (3) LOCATIONS (BY CONTRACTOR) r—— -1CLAD MECHANICAL ANCHOR TO BE EXPANSION TYPE BOLT /2 BARE I M I 2 1/Y CONDUIT ROUTED UNDERGROUND. CLAMP AT BUS BARS PANEL 'A' TO SHELTER. UNISTRUT BLX. REDO. ff TO COMMON TO COMMON & TRANSFER 11411 COPPER GROUND SOLID TINNEDER I TRENCH PER TEP STANDARDS. GROUND RING GROUND RING ROOF OVERHANGS. (BY CONTRACTOR) CONNECTED TO LIFER GN SWITCH COMBINATION SAFTEY METER SOCKET AND GROUND RING i~ L-0U _� TO UTTUTY COMPANY /2 SOLID TINNED BARE COPPER `�� MAIN DISCONNECT w/TEST BYPASS .L TRANSFORMER FENCE AT �ll110•GROUND RODS CONNECT i0 PER METER FACllJTIES. SECURE TO BLDG. ] CHAIN LINK PROPERTY LINE GROUND SiSItN (� CONTRACTOR) SUPPLIED BY CONTRACTOR 3' C.-3 /3/0 THW CU. FENCE Z(QTE: SPECIFIED & SUPPLIED BY OWNER 1 /4 CU CND. POST WHEN EVERY BUILDING U OTHER POST —G— /2 SOUD TINNED COPPER WIRE f2 SOLID TINNED BARE COPPER CONBNUOUSPOST R ROIL THE A.C. POWER FALL SENSOR .-- CHAIN LINK CADWELD JUMPER FROM � TO LIFER GROUND ON FOUNDATION _ AND TOWER ARE LIFER GROUND TO RING GROUND ` IE , GRADE MANUAL TRANSFER SWITCH - -j • 20' OR LESS FENCE OR AUTOMATIC TRANSFER SWITCH O I ��,'1� -'jWj��^ � EMERGETVCY GENERATOR r SURGE ARRESTER —� -- -J RECEPTACLE (APPLETON TO COMMOM TO COMMON UFER GROUND �� (HEAVY DUTY) 2, r- AE 20033 RS GROUND RING GROUND RING =i. 1 PERIMETER GROUND RING V COPPER CUD STEEL GROUND 1 C.-3 /3/0 T1iW CU. ROD 5/8' ROUND B. LONG SURGE ARRESTER — --� I 1 /4 CU GND. 7. \ UNDERGROUND TO TEP (HEAVY DITTY) ----I`,--______ MAIN DISTRIBUTION . 12' TRENCH. V PANEL GATE FRAMES ()METER SOCKET AND SURGE ARRESTOR O POWER ONE UNE DIAGRAM GROUNDING TONGED GROUNDING GENERAL NOTES: ()METER TO SCALE 9 NOT TO SCALE I 4, NOT TO SCALE A. PRIOR TO POWER RELEASE CONTRACTOR SHALL OBTAIN INFORMATION ON AVAILABLE SHORT 1'-2' L9'=d (1) 0 METER & DISCONNECT KEY NOTES CIRCUIT CURRENT AT SERVICE FROM THE UTILITY COMPANY. PROVIDE WRITTEN COPY TO MAX. 1 t W ©METE1•A MUNICIPAL INSPECTOR FOR FILES AND COMPLY WiTH THIS INFORMATION PER 1993 NEC. r ®TRANSFER SWITCH B. PROVIDE UTILITY COMPANY AVAILABLE FAULT CURRENT ON JOBSITE FOR INSPECTOR. ALL 2 1/Z' 5 0 3/4' TYP. 1/4' • (TYP.) t! Q SURGE ARRESTER GROUNDED DIRECTLY TO RING GROUND. EQUIPMENT INSTALLED SHALL BE RATED GREATER THAN THE AVAILABLE FAULT CURRENT. I - 3 3/4' 1 i I A/C ©BRANCH CIRCUIT PANEL'A', MAIN DISCONNECT, AND TRANSFER SWITCH WILL 3J 1 A.G.B. BE GROUNDED TOGETHER AND CONNECTED parka CANER INC.5 O-- o 0 0 0 0 0 0 0 0 0 0 o O — k, 0 It RING GROUND. CONNECT BRANCH CIRCUIT �.' AT&T WIRELESS PCS, N n-— 0 0 0 0 0 0 0 0 0 0 0 0 o O ------ r PANEL TO LIFER GROUND. (D O NOT GROUND 5( FT 6360-1 E. THOMAS RD /318 O O —-—-—* 2'-d NEUTRAL AT THIS POINT). i i+au+9 5/ 4 O UTILITY COMPANY ) METER SOCKET W TEST 81PASS. oanxx SCOTTSDALE. ARIZONA 85251 5J ---•,-- 0 0 0 0 0 0 0 o 0 0 0 0 0 O - cm•) 6 GROUND TO LIFER G�UND. f � ° Rooker Tornberg Engineering PH (602) 990-9770 3J1 — o 0 0 0 0 o O O O O D O �. a O O — ©©© O BL ILDING GROUND RING TO INTERIOR M.E.G.B. ��t F- . V-TIFY EXACT LOCATION IN FIELD. PROVIDE ~ 1/4' COPPER PLATE I A/c _� 8 /2 E SOLID TINNED CONDUCTOR FROM PER BUILDINGTO GROUND `°""}' McCARTY ENGINEERING, INC. ANTENNA SITE TU-33 3/8' 0 ( .) - VT 0 0 IIi QE. PALISADES ROAD, ORO VALLEY, AZ G S:ITEM. TYP. OF 4 LOCATIONS 1 1/2' u swArEGUIDE BRIDGE ' � - crvlt_� N� ELECTRICAL DETAILS i ) EXTERNAL GROUND BAR LOCALE FROM U TY TO TYF. D B a ID' GROUND ROD AT 10' SPACING MAXIMUM LAND T AROUND BUILDING FOUNDATION AND TOWER , E.UNIVERSITY�5D• NOTED Z f13/96 CMG j McCARTY 961115 CHes ey „ice No. NOT TO SCALY O SHELTER AND TOWER EXTERNAL GROUND ()CONNECT GROUND RING TO EXISTING GROUND RING AT f nCSON,AZ 65705CArt 12 NOT TO SCALE O EXISTING TOWER TWO PLACES MINIMUM. ! R1 (520) 770-131e W 15/96 REV. WANING No. E2 ,ry{T 6 of 6