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O-07-16VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -16 AN ORDINANCE AUTHORIZING A SPECIAL USE TO PERMIT A WIRELESS TELECOMMUNICATIONS FACILITY TO BE LOCATED ON THE KATES ROAD WATER TOWER PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 16th day of April , 2007. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 16thday of April , 2007. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -16 AN ORDINANCE AUTHORIZING A SPECIAL USE TO PERMIT A WIRELESS TELECOMMUNICATIONS FACILITY TO BE LOCATED ON THE KATES ROAD WATER TOWER WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on January 11, 2007 to consider the application of T- Mobile USA, Inc. (hereinafter referred to as the "Applicant ") for approval of a special use authorizing and permitting the establishment, maintenance and use of a wireless telecommunications facility on certain property commonly known as the Kates Water Tower at 700 Kates Road and legally described on Exhibit A attached hereto (the "Subject Property ") pursuant to Article 2.08 -M and Article 13.11 of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, said public hearing was held pursuant to public notice duly given and published as required by law and conforming in all respects, in both manner and form, with the requirements of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the testimony, documentary evidence and supporting materials offered at said public hearing, filed its report with the President and Board of Trustees containing its written findings of fact and recommendation that a T- Mobile wireless telecommunications facility should be authorized as a Lesser Impact Facility ( "LIF ") Special Use in the P -1 Public Lands District pursuant to Article 13.11 and Article 2.08 -M, of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the proposed Special Use for the Subject Property fully complies with the requirements and standards set forth in Article 2.08 -M and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and that the best interests of the Village will be served by the authorization and granting of said Special Use as provided herein, subject to and in accordance with the plans and supporting materials submitted by the Applicant which are incorporated herein and made a part hereof by this reference; and, WHEREAS, the Village of Deerfield, as the owner of the Subject Property, has consented to the application by T- Mobile USA, Inc., subject to the terms and provisions of this Ordinance and the approval of a lease agreement by and between the Applicant and the Village of Deerfield; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the above and foregoing recitals, being material to this Ordinance, are incorporated and made a part hereof as if fully set forth herein. SECTION 2: That the President and Board of Trustees do hereby affirmatively find that the proposed Special Use authorizing and permitting the establishment, maintenance and use of a T- Mobile wireless telecommunications facility, as recommended by the Plan Commission, fully complies with the applicable special use requirements and standards for a Lesser Impact Facility in the P -1 Public Lands District as set forth in Article 2.08 -M and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. -2- SECTION 3: That the President and Board of Trustees do hereby authorize and approve a Special Use for the Subject Property in the P -1 Public Lands District to authorize and permit the establishment, maintenance, operation and use of a wireless telecommunications facility by T- Mobile USA, Inc. consisting of the mounting of reception and transmission antennas on the handrails of the Kates Water Tower, the installation of an electronics equipment cabinet on a concrete pad at the base of the water tower, and the installation of necessary and associated equipment, cabling, fixtures and fasteners as more fully described on Exhibit B attached hereto, all subject to the conditions, regulations and restrictions set forth in Section 4 of this Ordinance. SECTION 4: That the approval and authorization of said Special Use is granted subject to the following conditions, regulations and restrictions: (i) the establishment, development, maintenance and use of said Special Use wireless telecommunications facility on the Subject Property shall be in accordance with the plans and supporting materials attached and made a part of this Ordinance as Exhibit B hereof, and with all representations made and submitted by the Applicant to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield; (ii) compliance with all FCC and FAA rules regarding construction requirements, technical standards, interference protection, power and height limitations and radio frequency (RF) standards; (iii) the future installation by Applicant of a new driveway off Kates Road, but only if a different means of regular access to the Subject Property is required as ari alternative to the existing service drive off Kelburn Road; (iv) Applicant's construction and heavy equipment access to the Subject Property shall not use Kelburn Road; (v) compliance with all applicable requirements of Article 2.08 of the Zoning Ordinance of the Village of Deerfield, as now or hereafter amended; (vi) Applicant may not assign or transfer this Special Use permit or any rights hereunder without the -3- approval of the Board of Trustees of the Village of Deerfield; (vii) compliance with the Zoning Ordinance and Municipal Code of the Village of Deerfield. SECTION 5: That the Special Use as hereby authorized shall be binding upon and inure to the benefit of the Applicant and, if approved by the corporate authorities, to Applicant's successors, grantees, transferees and assigns, and any violation of this Ordinance or the conditions, regulations and restrictions set forth herein by the Applicant or its authorized successors, grantees, transferees or assigns shall authorize the revocation of the Special Use as hereby authorized. SECTION 6: That the Village Clerk is hereby authorized and directed to publish this Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's expense. SECTION 7: That this Ordinance; and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 8: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. -4- PASSED this 16th day of April , 2007. AYES: Benton, Feldman, Rosenthal, Seiden, Struthers, Wylie (6) NAYS: None (0) ABSENT: None (0) ABSTAIN: None (0) APPROVED this 16th day c ATTEST: Village Clerk -5- Exhibit B Exhibits to an Ordinance Approving a Special Use to Permit a T- Mobile Wireless Telecommunications Facility on the Kates Water Tower Property at 700 Kates Road I. "Opinion of Radio Frequency Engineer" made by Ahmaad Brunson, a radio frequency engineer for T- Mobile USA, Inc. 2. Radio Frequency Propagation and Coverage Maps for T- Mobile Site CH41375 and covering correspondence from Ahmaad Brunson, RF Engineer for T- Mobile USA, Inc., dated September 27, 2006. RF Emissions Compliance Report prepared by SiteSafe, Inc., dated September 12, 2006, by Klaus Bender. 4. Photographs of existing Kates Water Tower and existing Kates Water Tower with proposed antenna array, by W -T Communication Design Group, LLC, from various locations. Construction Plans for Deerfield Water Tank Site No. CH41 -375 by W -T Communication Design Group, LLC, consisting of Title Sheet, two Land Surveys, Overall Site Plan Sheet C- 1, Interior Site Plan Sheet C -2, Geometric Site Plan Sheet C -3, Water Tower Elevation and Antenna Orientation Plan Sheet C -4, Coax Cable Chart Details and Notes Sheet C -5, Nortel Equipment Cabinet Details Sheet C -6, Ice Bridge Details Sheet C -7, Grading Plan Sheet C- 8A and C -813, Chain Link Fence Details Sheet C -9, Pipe Gate Details Sheet C -10, Landscaping Plan Sheet L -1, Landscaping Details Sheet L -2, Electric /Telco Details Sheet E- 1, Grounding Riser Diagram Sheet E -2, Grounding Plan and Details Sheet E -3, Power Diagram Details and Notes Sheet E -4, Grounding Details and Notes Sheet E -5, Concrete Pad Detail and Equipment Layout Sheet S -1, and Water Tank Details Sheets WTMLT -1 and WTMLT -2. STATE OF ILLINOIS ) COUNTIES OF LAKE AND COOK ) SS VILLAGE OF DEERFIELD SCANNED AS PRESENTED 0 i�a4 P&O f - t10dkwAv Lake County Recorder 'Image# 041971510058 Type: ORD Recorded: 08/09/2007 at 03:27 :51 PM !Receipt#: 2007 - 00037741 .Total Amt: $58.00 Page 1 of 58 IL Rental Housing Fund: $0.00 Lake County IL Recorder Mary Ellen vanderventer Recorder File6225263 u] appointed Deputy Village Clerk of the Village of Deerfield, Lake The undersigned hereby certifies that she is the duly P and Cook Counties, Illinois, and that the attached is a true and accurate copy of Telecommunications Facility to Ordinance 0 -07 -16 Authorizing a Special Use to Permit a Wireless be Located on the Kates Road Water Tower Dated this June 14 2007 *eputY . DAMS illage Clerk oil- �� • °' � "'•. / it JA �+ lr�•'� .� • •'�� nom. _._Submitted b_Y_, --- �aAa, N Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 1� X/ VILLAGE. OF DEERFIELD LAKE AND COOK COUNTIES; ILLINOIS ORDINANCE NO. 0 -07 -16 AN ORDINANCE AUTHORIZING A SPECIAL USE TO PERMIT A WIRELESS TELECOMMUNICATIONS FACILITY TO BE LOCATED ON THE KATES ROAD WATER TOWER PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 16th day of April , 2007. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 16t day of. April , 2007. 1 VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -16 AN ORDINANCE AUTHORIZING A SPECIAL USE TO PERMIT A WIRELESS TELECOMMUNICATIONS FACILITY TO BE LOCATED ON THE KATES ROAD WATER TOWER WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on January 11, 2007 to consider the application of T- Mobile USA, Inc. (hereinafter referred to as the "Applicant ") for approval of a special use authorizing and permitting the establishment, maintenance and use of a wireless telecommunications facility on certain property commonly known as the Kates Water Tower at 700 Kates Road and legally described on Exhibit A attached hereto (the "Subject Property") pursuant to Article 2.08 -M and Article 13.11 of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, said public hearing was held pursuant to public notice duly given and published as required by law and conforming in all respects, in both manner and form, with the requirements of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the .testimony, documentary evidence and supporting materials offered at. said. public hearing, filed its report: with .the' President and Board of Trustees containing .its written findings of fact and recommendation that a T- Mobile .wireless telecommunications facility should be authorized as a Lesser. Impact Facility ( "LIF ") Special Use in the P -1 Public Lands District pursuant to Article 13.11 and Article 2.08. -M, of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the proposed Special Use for the Subject Property fully complies with the requirements and standards set forth in Article 2.08 -M and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and that the best interests of the Village will be served by the authorization and granting of said Special Use as provided herein, subject to and in accordance with the plans and supporting materials submitted by the Applicant which are incorporated herein and made a part hereof by this reference; and, WHEREAS, the Village of Deerfield, as the owner of the Subject Property, has consented to the application by T- Mobile USA, Inc., subject to the terms and provisions of this Ordinance and the approval of a lease agreement by and between the Applicant and the Village of Deerfield; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the above and foregoing recitals, being material to this- Ordinance, are incorporated and made a part hereof as if fully set forth herein. SECTION 2: That the President and Board of Trustees do hereby affirmatively find that the proposed Special. Use authorizing and permitting the establishment, maintenance and use of a T- Mobile wireless telecommunications facility, as recommended by the Plan Commission; fully complies with the applicable special use requirements and standards for a Lesser Impact Facility in the P -1 Public Lands District. as set forth in Article 2.08 -M and Article 13.11 of the. Zoning Ordinance of the Village of Deerfield. -2- SECTION 3: That the President and Board of Trustees do hereby authorize and approve a Special Use for the Subject Property in the P -1 Public Lands District to authorize and permit the establishment, maintenance, operation and use of a wireless telecommunications facility by T- Mobile USA, Inc. consisting of the mounting of reception and transmission antennas on the handrails of the Kates Water Tower, the installation of an electronics equipment cabinet on a concrete pad at the base of the .water tower, and the installation of necessary and associated equipment, cabling, fixtures and fasteners as more fully described on Exhibit B attached hereto, all subject to the conditions, regulations and restrictions set forth in Section 4 of this Ordinance. SECTION 4: That the approval and authorization of said Special Use is granted subject to the following conditions, regulations and restrictions: (i) the establishment, development, maintenance and use of said Special Use wireless telecommunications facility on the Subject Property shall be in accordance with the plans and supporting materials attached and made a part of this Ordinance as Exhibit B hereof, and with all representations made and submitted by the Applicant to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield; (ii). compliance with all FCC and FAA rules regarding construction requirements, technical standards, interference protection, power and height limitations and radio frequency (RF) standards; (iii) the future installation by Applicant of a new driveway off Kates.Road,' but only if a different. means of regular access to the Subject Property is. required as a i alternative to the existing service drive off Kelbum Ro.ad; (iv) Applicant's construction and he equipment access to the Subject Property shall not use Kelbum Road; (v) compliance with all applicable requirements of Article 2.08 of the Zoning Ordinance of the Village of Deerfield, as now or hereafter amended; (vi) Applicant may not assign or transfer this Special Use permit or any rights hereunder without the -3- I I approval of the Board of Trustees of the Village of Deerfield; (vii) compliance with the Zoning Ordinance and Municipal Code of the Village of Deerfield. SECTION 5: That the Special Use as hereby authorized shall be binding upon and inure to the benefit of the Applicant and, if approved by the corporate authorities, to Applicant's successors, grantees, transferees and assigns, and any violation of this Ordinance or the conditions, regulations and restrictions set forth herein by the Applicant or its authorized successors, grantees, transferees or assigns shall authorize the revocation of the Special Use as hereby authorized. . SECTION 6: That the Village Clerk is hereby authorized and directed to publish this Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's expense. SECTION 7: That this Ordinance; and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non- preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 8: That this Ordinance shall be in full force and effect from and after its passage, .approval and publication in pamphlet form as provided bylaw. -4- � 1 PASSED this 16th day of April , 2007. AYES: Benton, Feldman, Rosenthal, Seiden, Struthers, Wylie (6) NAYS: None (0) ABSENT: None (0) ABSTAIN: None (0) APPROVED this 16th day c ATTEST: Village Clerk -5- ;S EXHIBIT A THAT PARCEL OF THE SOUTH 242.2 FEET OF THE NORTH 877.6 FEET OF THAT PART OF THE SOUTHWEST % OF SECTION 33, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING BETWEEN THE CENTER LINE OF WAUKEGAN ROAD AND THE EASTERLY RIGHT -OF -WAY LINE OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH 242.2 FEET OF THE NORTH 877.6 FEET OF THE SOUTHWEST % OF SECTION 33, AFORESAID, AND SAID EASTERLY LINE OF THE RIGHT -OF -WAY OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD, AND RUNNING THENCE SOUTHEASTERLY ALONG THE EASTERLY LINE OF THE RIGHT -OF -WAY OF SAID CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD, 200 FEET; THENCE NORTHEASTERLY 214.12 FEET, MORE OR LESS, TO A POINT ON SAID NORTH LINE OF THE SOUTH 242.2 FEET OF THE NORTH 877.6 FEET OF THE SOUTHWEST % OF SECTION 33,200 FEET EAST- OF THE PLACE OF BEGINNING; THENCE WEST ALONG SAID NORTH LINE OF THE SOUTH 242.2 FEET OF THE NORTH 877.6 FEET OF THE SOUTHWEST % OF SECTION 33, 200 FEET TO SAID EASTERLY LINE OF THE RIGHT -OF -WAY OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD AND THE PLACE OF BEGINNING; IN LAKE COUNTY, ILLINOIS. THAT PART OF THE SOUTHWEST % OF SECTION 33, TOWNSHIP 43 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY RIGHT -OF -WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 902.35 FEET SOUTHEASTERLY OF (MEASURED ALONG SAID RIGHT -OF -WAY LINE) THE NORTH LINE OF SAID SOUTHWEST % OF SECTION 33; THENCE NORTHEASTERLY 214.16 FEET, TO A POINT 200.0 FEET EAST OF SAID EASTERLY RIGHT -OF -WAY LINE; THENCE EAST ALONG A LINE 635.20 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID SOUTHWEST % OF SECTION 33, 897.99 FEET; THENCE SOUTHEASTERLY PARALLEL THE WITH THE CENTER LINE OF WAUKEGAN ROAD, 33.49 FEET; THENCE WEST ALONG A LINE 665.20 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID SOUTHWEST % OF SECTION 33, 874.89 FEET; THENCE SOUTHWESTERLY 254.71 FEET TO A POINT OF THE EASTERLY RIGHT -OF -WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL ND PACIFIC RAILROAD, 71.04 FEET SOUTHEASTERLY OF THE PLACE OF BEGINNING; THENCE NORTHWESTERLY ALONG SAID RIGHT -OF -WAY LINE 71.04 FEET TO THE PLACE OF BEGINNING, IN LAKE COUNTY, ILLINOIS. A TRACT OF LAND 30 FEET IN WIDTH, THE CENTER LINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE EASTERLY RIGHT -OF- WAY LINE OF THE RIGHT -OF -WAY, OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY COMPANY, WHICH IS 686 FEET SOUTHEASTERLY, MEASURING ALONG SAID EASTERLY RIGHT -OF -WAY LINE FROM THE INTERSECTION OF SAID EASTERLY RIGHT -OF -WAY LINE WITH THE NORTH LINE OF SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN AND WHICH IS ALSO 620.2 FEET DUE SOUTH, MEASURED AT RIGHT ANGLES FROM THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 33, BEING THE PLACE OF BEGINNING; THENCE EAST, PARALLEL WITH THE NORTH LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF 1415.8 FEET TO AN IRON PIPE; THENCE NORTHEASTERLY WITH AN ANGLE OF 26 DEGREES AND 21 MINUTES, A DISTANCE OF 112.7 FEET, MORE OR LESS, TO THE CENTER LINE OF WAUKEGAN ROAD; IN LAKE COUNTY, ILLINOIS. } Exhibit B Exhibits to an Ordinance Approving a Special Use to Permit a T- Mobile Wireless Telecommunications Facility on the Kates Water Tower Property at 700. Kates Road 1. "Opinion of Radio Frequency Engineer" made by Ahmaad Brunson, a radio frequency engineer for T- Mobile USA, Inc. 2. Radio Frequency Propagation and Coverage Maps for T- Mobile Site CH41375 and covering correspondence from Ahmaad Brunson, RF Engineer for T- Mobile USA, Inc., dated September 27, 2006. 3. RF Emissions Compliance Report prepared by SiteSafe, Inc., dated September 12, 2006, by Klaus Bender. 4. Photographs of existing Kates Water Tower and existing Kates Water Tower with proposed antenna array, by W -T Communication Design Group, LLC, from various locations. 5. Construction Plans for Deerfield Water Tank Site No. CH41 -375 by W -T Communication Design Group, LLC, consisting of Title Sheet, two Land Surveys, Overall Site Plan Sheet C- 1, Interior Site Plan Sheet C -2, Geometric Site Plan Sheet C -3, Water Tower Elevation and Antenna Orientation Plan Sheet C -4, Coax Cable Chart Details and Notes Sheet C -5, Nortel Equipment Cabinet Details Sheet C -6, Ice Bridge Details Sheet C -7, Grading Plan Sheet C- 8A and C -8B, Chain Link Fence Details Sheet C -9, Pipe Gate Details Sheet C -10, Landscaping Plan Sheet L -1, Landscaping Details Sheet L -2, Electric/Telco Details Sheet E- 1, Grounding Riser Diagram Sheet E -2, Grounding Plan and Details Sheet E -3, Power Diagram Details and Notes. Sheet E -4, Grounding Details and.Notes.Sheet E -5, Concrete Pad Detail and Equipment Layout Sheet S -1, and Water Tank Details Sheets WTMLT-1 and WTMLT -2. OPINION OF RADIO FREQUENCY ENGINEER My name is Ahmaad Brunson, and I am currently employed by VoiceStream GSM I Operating Company, LLC . (d/b /a "T- Mobile ") as a Radio Frequency. ( "RF ") Engineer. In the course of my employment with T- Mobile, my responsibilities have included RF design, operations, and maintenance. My education has been focused on wireless communication (B.S. - Electrical- Engineering)- and -- have - -been employed_ as =a - -radio -- frequency_- engineer -for . over seven_._____ years. A copy of my curriculum vitae is available upon your request. By the course of my employment with T- Mobile as an RF Engineer, I am familiar with T- Mobile's proposed location of a wireless communications facility (the "Proposed Facility") at the water tank located at Kates Rd. and Kelburn Rd. (the "Site "). This opinion is delivered to clarify the zoning record for the Proposed Facility. Please allow me to confirm the following: 1. The Proposed Facility is necessary in order to provide Personal Communications Service ( "PCS ") within the Village of Deerfield. Like traditional cellular phone systems, PCS . operates on a "grid" system, whereby overlapping "cells" .(geographic areas of coverage) mesh to form a wireless network. In order to provide PCS coverage within the geographic confines of-each cell, a wireless communications facility such as the Proposed Facility must be situated approximately in the center of that cell. The Proposed Facility is intended to remedy a coverage gap (also known as a coverage "hole "). If the wireless communications facility is located outside that limited "search area," then gaps in coverage (i.e., areas in which wireless communications cannot be adequately received, sent or maintained) and impermissible overlapping coverage (resulting in audio clutter and poor call quality) will likely remain in certain areas of the cell. In addition, each wireless communications facility must be of a certain height so as to be able to broadcast. reliable PCS coverage throughout the cell area. Hence, the technical criteria for establishing cell sites are very exacting as to both the height and location of the Proposed Facility. 2. The absence of the Proposed Facility from T- Mobile's network currently results in gaps in coverage and in an inability by T= Mobile's nearby, existing wireless communications facilities to hand -off wireless calls in a consistent and reliable fashion. The Proposed Facility is designed to provide seamless wireless coverage within the target area. The height of the Proposed Facility is significant not :only to ensure RF coverage in the cell, but also for its ability to "see" both (a) each. customer's handset and (b) nearby existing wireless communications facilities in order to "hand -off' calls successfiilly as the customer moves throughout the Village (Le., from one cell to the next). 3. The location of the Proposed Facility on the Site was selected because this water tank met the necessary RF engineering requirements. We considered (a) height, (b) structural strength, (c) proximity to existing base stations that must be able to hand -off calls with this site, (d) proximity to T- Mobile's customer base and (e) other limiting conditions such as character of the area, zoning requirements and the willingness of landowners in our search area to lease to us. QA6. 0- 01 -1(p 4. T- Mobile has provided, among other things, propagation maps that provide clear. ` evidence of the need for the Proposed Facility. Please note that propagation models are based upon radio frequency engineering design principles, assumptions and existing data that can only properly be interpreted by or with the assistance of RF engineers who are expert in RF engineering. 5. - The— Proposed Facility - -is needed -in -- response ..to - growing -- :demand ..from. -the..__ community for wireless communications services, such as mobile phone and data services. According to industry sources, there were more than 190- million U.S. wireless subscribers as of June 2005, and more than 200,000 "911" emergency calls are placed on mobile phones each day (approximately half of all "911" calls). Modem, up -to -date wireless infrastructure allows wireless carriers to provide this critical public safety service. 6. The Proposed Facility will be designed and constructed to comply with all FCC and FAA rules governing construction and operating requirements. RF emissions are regulated by the FCC, and our equipment operates at emissions levels well below FCC. maximum permissible limits. 7.. The design of the Proposed Facility has been reviewed and approved by a licensed structural engineer. S. The design and construction of the Proposed Facility does not create any substantial adverse effect on public safety. The antennas of the Proposed Facility will not create any noise and the base station equipment will not create any noise beyond that produced by a typical residential air conditioning unit. The Proposed Facility will not generate any smoke, debris or other nuisances or drainage issues. The Proposed Facility, once constructed, will only require infrequent maintenance visits (approximately once or twice per month). In conclusion, Mobile has thoroughly investigated the search area and concluded that the location of the Proposed Facility upon the Site provides a feasible location within the search area for RF engineering and other technical reasons. Deerfied_WT A8"idavit[t] . 2 RADIO FREQUENCY ENGINEER: LN Ahmaad Brunson pry - b"1 -14 EX•�j �. ola65 September 27, 2006 To Whom It May Concern: T- mobile has classified different levels of signal strength to adequately serve varying grades of users. In short T- mobile has categorized signal level into 7 different categories to enable it to design its network and thus provide the desired coverage with a high degree of confidence. The different signal levels correspond to different colors on a propagation map and are defined as follows: Red: Signal level > = - 70dBm. Level required for Commercial In Building coverage Orange: -76 dBm < = Signal Level < - 70dBm. Level required for Residential In Building coverage Yellow: -80dBm < = Signal Level < - 76dBm. Level required for Best In Vehicle coverage Green: -84dBm < = Signal Level < - 80dBm. Level required for Marginal In Vehicle coverage Blue: -92dBm < = Signal Level < - 84dBm. Level required for In Vehicle coverage at the cell edge Light Grey: -96dBm < = Signal Level < - 92dBm. Level required for Outdoor coverage Dark Grey: 102dBm < = Signal Level < - 96dBm. T- Mobile footprint Best Regards, Ahmaad Brunson RF Engineer T- Mobile USA, Inc. — Chicago O�d. o -o-7 -ito Ex • 8 a.l � S .p'i i. ��z3 a r"*+.,.-z-'- -nti a I r t rJ t- -- �-�--[ y t ;4.. �• 0.""t - s.t?` �ei+�v'.� 1■ i'3 t. 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I 1 1 -`• t � IF !tn i, Lr � r s f�._• -i fL rl ` E.: Htlgr• -L:n r 1 .�.t1 -t- 'W � � tnry I wl � a �!— � I �J �i 1 t � /1 J Z , f" F' ..1-•,'' Dnt, dl ct (.asTllp Pi a` �� 4 � 1 � �� D p � x }\F'�1 - _ �-� y� F 1. _. `I 1 - r':,l�'�?'.'bJY.r * f.3'/ j-n , (i L� C _ —_r. . �Srs. J px�� SJ �� + LL I I w � 14t tr 1,( �i -�I ��++ T I.y Ir r� I fiE i�CJ"it7 %t- i �' I Ili•, I• d sP � '� t F \ I1.Idir u�.:- ?:a l:al _ I'1F.w=�%'r �'. _�- r.�i,.....•,�.sT rf .,�.:,r ,. �- fr E S -: R 5iile:v Soiv: ions RF EMISSIONS COMPLIANCE REPORT T- Mobile Site: CH41375C Deerfield WT Corner of Kates & Kelburn Streets Deerfield, IL 9/12/2006 Report Status: TW bile is Under % Threshold 200 North Glebe Road, Suite 1000 Prepared By: SiteSafe, Inca Arlington, VA 22203 0� . p- of -Ilo Voice 703 -276 -1100 Fax 703 - 276 -1169 Engineering Statement in Re: Electromagnetic Energy Analysis T- Mobile Deerfield, IL Upon penalty of perjury, I, Klaus Bender, state: That I am registered as a Professional Engineer in the Commonwealth of Virginia and That I have extensive professional experience in the wireless communications engineering industry; and That I am an employee of Sitesafe, Inc. in Arlington, Virginia; and That I am thoroughly familiar with the Rules and Regulations of the Federal Communications Commission ("the FCC" and "the FCC Rules ") both in general and specifically as they apply to the FCC's Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields; and That I have examined the technical information supplied by T- Mobile (See attached Computation Worksheet, "the worksheet "), and that T- Mobile's installations involve digital communications equipment, antennas and associated technical equipment at a location referred to as the "CH41375C - Deerfield WT" ('the site "); and That T- Mobile proposes to operate at the site with directional transmit antennas and with a maximum effective radiated power as specified by T- Mobile and shown on the worksheet, and that worst -case 100% duty cycle have been assumed; and That this analysis has been performed with the assumption that the land immediately surrounding the tower is primarily flat or falling; and That at this time, the FCC requires that certain licensees address specific levels of radio - frequency energy to which workers or members of the public might possibly be exposed (at § 1.1307(b) of the FCC Rules); and That such consideration of possible exposure of humans to radio - frequency radiation must utilize the standards set by the FCC, which is the Federal Agency having jurisdiction over communications facilities; and That the FCC rules define two tiers of permissible_ exposure guidelines: 1) uncontrolled environments," defined as situations in which persons may not be aware of (the "general public "), or may not be able to control their exposure to a transmission facility; and (2) "controlled environments ", which defines situations in which persons are aware of their potential for exposure (industry personnel); and That this statement specifically addresses the uncontrolled environment (which is more conservative than the controlled environment) and the limit set forth in the FCC rules for licensees of T- Mobile's operating frequency is shown on the attached computation worksheet; and 1 of 0 4A - 0 -0 -1 -110 eA --4 3 .a 36 5 :z S �Z� 1 /I That when applying the uncontrolled environment standards, the predicted energy density from the proposed T- Mobile operation is no more than 0.053% of the maximum in any accessible area on the ground; and -That it is understood per FCC Guidelines and OET65 Appendix.A, that regardless of the existent radio - frequency environment, only those licenses whose contributions exceed five percent of the - - exposure limit-- pertinent -to their. operation(s)_bear- any responsibility for-bringing any_non- . . compliant area(s) into compliance; and That access to the tower will be restricted to communications industry professionals; and approved contractor personnel trained in radio- frequency safety; and That the Occupational Safety. and Health Administration has policies in place which address worker safety in and around communications sites, thus individual companies will be responsible for their employees' training regarding Radio Frequency Safety.. In summary, it is stated here that the proposed operation at the site would not result in exposure of the Public to excessive levels of radio - frequency energy as defined in the FCC Rules and . Regulations, specifically 47 CFR 1.1307 and that T- Mobile's proposed operation is completely compliant. Finally;. it is stated that the instant analysis does not address exposure levels within the secured area of the site, on the tower, or in the immediate proximity of the antennas. Therefore, this analysis is only appropriate as a partial filing with the FCC as a means to meet the regulatory requirements appropriate for licensing. Klaus Bender Registered Professional Engineer Commonwealth of Virginia Reg. No. 0402- 039384 September 12, 2006 �E" A • KLAUS BENDER , • 2 of 7 0AA. O -01 -1 w 3 S SvsLESak. 1 1 T- Mobile. CH41375C - Deerfield WT Site Summary Carrier Area Maximum Percentage MPE T- Mobile 0.053% Composite Site MPE: 0.053% 3 of 7 D� • D -07 -I to 1 � T- Mobile CH41375C - Deerfield WT Carrier Summary Frequency 1895 MHz Maximum Permissible Exposure (MPE): 1000 NW /cm-2 Maximum power density at ground level: 0.53199 pW /cm^2 _Highest percentage of Maximum Permissible Exposure: 0.0532 % Height Orientation Antenna Make Model (feet) (degrees tru( EMS Wireless RR651902 150 0 EMS Wireless 1111651902 150 120 EMS Wireless RR651902 150 240 4of7 p„�,D- L Max Power Max Power Density Percent of Density Percent of alts W /cm ^2 MPE . W /cm ^2 MPE 1500 0.444574 0.044457 0.444574 0.044457 1500 0.444574 0.044457 0.444574 0.044457 1500 0.444574 0.044457. 0.444574 0.0444.57 4of7 p„�,D- L II T- Mobile CH41375C - Deerfield WT EMS Wireless:RR651902 Antenna Worksheet (0 Sector) Maximum Permissible Exposure (MPE): 1000 Height Frequency Downtilt ERP (Watts): 1500 (feet): 150 (MHz): 1895 (Degrees): 0.0 Dist From _ ..- _ _ -- . _ ... .......... Depression Relative Slant Distance Structure Power Density Times Below Angle (degrees) Relative dB Gain (meters) (meters) (pW /cm "2) Percent of MPE MPE 0.1 -2.13 0.6124 25336.26 25336.22 0.000078 0.000008 12834178 1.0 -0.60 0.8710 2533.75 2533.37 0.007791 0.000779 128354 2.0 0.00 1.0000 1267.07 1266.30 0.031154. 0.003115 32098 3.0 -0.50 0.8913 844.93 843.77 0.070061 0.007006 14273 4.0 -2.00 0.6310 633.92 632.38 0.124465 0.012446 8034 5.0 -4.90 0.3236 507.37 505.44 0.194299 0.019430 5146 6.0 -10.00 0.1000 423.04 420.73 0.279477 0.027948 3578 7.0 -18.80 0.0132 362.85 360.14 0.379898 0.037990 2632 8.0 -17.60 0.0174 317.73 314.64 0.444574 0.044457 2249 9.0 -13.40 0.0457 282.67 279.19 0.405330 0.040533 2467 10.0 - 13.10 0.0490 254.65 250.78 0.286449 0.026645 3753 12.0 -21.50 0.0071 212.69 208.04 0.064547 0.006455 15492 14.0 -19.70 0.0107 182.79 177.36 .0.087267 0.008727 11459 16.0 -19.50 0.0112 160.43 154.21 0.063018 0.006302 15868 18.0 -33.50 0.0004 143.10 136.10 0.047983 .0.004798 20840 . 20.0 -21.10 0.0078 129.29 121.49 0.058688 0.005869 17039 22.0 - -24.80 0.0033 118.04 109.45 0.036641 0.003664 27294 24.0 -29.40 0.0011 108.72 99.32 0.043014 0.004301- 23248 26.0 -21.40 0.0072 100.87 90.66 0.048748 0.004875 20513 28.0 -26.40 0.0023 94.19 83.17 0.053308 0.005331 18758 30.0 -28.30 0.0015 88.44 76.59 0.060283 0.006028 16588 32.0 -21.60 0.0069 83.45 70.77 0.064558 0.006456 15489 34.0 - 24.40 0.0036 79.08 65.56 0.071574 0.007157 13971 36.0 -40.00 0.0001 75.23 60.86 0.078734 0.007873 12700 38.0 -26.90 0.0020 71.83 56.60 0.078852 0.007885 12681 40:0 -27.70 0.0017 68.79 52.70 0.034360 0.003436 29103 42.0 -40.00 0.0001 66.09 49.11 0.057204 0.005720 17481 44.0 -27.30 0.0019 63.66 45.79 0.061375 0.006137 16293 46.0 -24.20 0.0038 61.47 42.70 0.065433 0.006543 15282 48.0 - 25.60 0.0028 59.50 39.82 0.069432 0.006943 14402 50.0 -27.00 0.0020. 57.73 37.11 0.079903 0.007990 12515 52.0 -24.90 0.0032 56.12 34.55 0.084064 0.008406 11895 54.0 -24.30 0.0037 54.661 32.13 0.087984 0.008798 11365 56.0 -26.90 0.0020 53.34 29.83 0.091862 0.009186 10885 .58.0 -34.20 0.0004 52.14 27.63. 0.095451 0.009545 10476 60.0 -40.00 0.0001 51.06 25.53 0.084902 0.008490 11778 62.0 -28.50 0.0014 50.08 23.51 0.063264 0.006326 15806 64.0 -26.00 0.0025 4920 21.57 0.065014 0.006501 15381 66.0. -27.70 0.0017 48.40. 19.69 0.066614 0.006661 15011 68.0 -29.90 0.0010 47.69 .17.87 0.068055 0.006806 14603 70.0 -36.30 0.0002 47.06 16.09 0.048968 0.004897 20421 72.0 -40.00 0.0001 46.50 14.37 0.030139 0.003014 33179 74.0 -40:00 0.0001 46.00 12.68 0.020649 0.002065 48427 76.0 -35.70 0.0003 45.57 11.03 0.020815 0.002082 48041 78.0 -32.80 0.0005 45.21 9.40 0.020983 0.002098 47658 80.0 -31.70 0.0007 44.90 7.80 0.021072 0.002107 47456 82.0 -33.90 0.0004 44.65 6.21 0.021110 0.002111 47371 84.0 -37 0.0002 44.46 4.65 0.021123 0.002112 47340 86.0 -38.1 0.0002 44.33 3.09 0.016922 0.001692 59094 88.0 -39.2 0.0001 44.25 1.54 0.007537 0.000754 132675 90.0. -40 0.0001 44.22 0 0.00745 0.000745 134228 5 of 7 dAh . S-5 tc= safe Ex .6 3'(p 16 5 T 1.1 -, .e , T- Mobile CH41376C - Deerfield WT EMS Wireless:RR651902 Antenna Worksheet (120 Sector) Maximum Permissible Exposure (MPE): 1000 Height Frequency Downtilt ERP (Watts): 1500 (feet): 150 (MHz): 1895 (Degrees): 0.0 Dist From Depression Relative Slant Distance Structure Power Density Times Below Angle (degrees) Relative dB Gain (meters)' (meters) (pW /cm "2) Percent of MPE MPE 0.1 -2.13 0.6124 25336.26 25336.22 0.000078 0.000008 12834176 1.0 -0.60 0.8710 2533.75 2533.37 0.007791 0.000779 128354 2.0 0.00. 1.0000 1267.07 1266.30 0.031154 0.003115 32098 3.0 -0.50 0.8913 844.93 843.77 0.070061 0.007006- 14273 4.0 -2.00 0.6310 633.92 632.38' 0.124465 0.012446 8034 .5.0 -4.90 0.3236 507.37 505.44 0.194299 0.019430 5146 6.0 -10.00 0.1000 423.04 .420.73 0.279477 0.027948 3578 7.0 -18.80 0.0132 362.85 360.14 0.379898 0.037990 2632 8.0 -17.60 0.0174 317.73 314.64 0.444574 0.044457 2249 9.0 -13.40 0.0457 282.67 279.19 0.405330 0.040533 2467 10.0 -13.10 0.0490 254.65 250.78 0.266449 0.026645 3753 12.0 -21.50 0.0071 212.69 208.04 0.064629 0.006463 15472 14.0 -19.70 0.0107 182.79 177.36 0.087267 0.008727 11459 16.0 - 19.50 0.0112 160.43 154.21 0.063018 0.006302 15868 18.0 -33.50 0.0004. 143.10 136.10 0.047983 0.004798 20840 20.0 -21.10 0.0078 129.29 121.49 0.058838 0.005884 16995 22.0 -24.80 0.0033. 118.04 109.45 0.036641 0.003664 27294 24.0 -29.40 0.0011 108.72 99.32 0.043179 0.004318 23159 26.0 -21.40 0.0072 100.87 90.66 0.048748 0.004875 20513 28.0 -26.40 0.0023 94.19 83.17 0.053308 0.005331 18758 30.0 -28.30 0.0015 88.44 76.59 0.060591 0.006059 16504. 32.0 -21.60 0.0069 83.45 70.77 0.064688 0.006489 .15411 34.0. -24.40 0.0036 79.08 65.56 0.071940 .0.007194 13900 36.0 -40.00 0.0001 75.23 60.86 0.079137 0.007914 12636 38.0 -26.90 0.0020 71.83 56.60 0.078852 0.007885 12681. 40.0 -27.70 0.0017 68,79 52.70 0.034624 0.003462 28881 42.0 -40.00 0.0001 66.09 49.11 0.057570 0.005757 17370 44.0 -27.30 0.0019 63.66 45.79 0.061375 0.006137 16293 48.0 -24.20 0.0038 61.47 42.70 0.065935 0.006594 15166 48.0 -25.60 0.0028 59.50 39.82 0.070054 0.007005 14274 50.0 -27.06 0.0020 57.73 37.11 0.080722 0.008072 12388 52.0 -24.90 0.0032 56.12. 34.55 0.084926 0.008493 11775 .54.0 -24.30 0.0037 54.66 32.13 0.087984 0.008798 11365 56.0 -26.90 0.0020 53.34 29.83 0.091862 0.009186 10885. 58.0 -34.20 0.0004 52.14 27.63 0.096675 0.009667 10343 60.0 40.00. 0.0001 51.06 25.53 0.084902 0.008490 11778 62.0 -28.50 0.0014 50.08 23.51 0.063264 0.006326 15806 64.0 -26.00 0.0025 49.20 .21.57 0.065848 0.006585 15186 66.0 -27.70 0.0017 48.40 19.69 0.066614 0.006661 15011 68.0 -29.90 0.0010 47.69 17.87' 0.069104 0.006910 14470 70.0 -36.30 0.0002 47.06. 16.09 0.049723 0.004972 20111 72.0 -40.00 0.0001 46.50 14.37 0.030603 0.003060 32676 74.0 -40.00' 0.0001 46.06 12.68 0.020649 0.002065 48427 76.0 -35.70 0.0003 45.57 11.03 .0.021217 0.002122 47132 78.0 -32.80 0.0005 45.21 9.40 0.020983 0.002098 47658 80.0 -31.70 0.0007 44.90 7.80 0.021072 0.002107. 47456 82.0 -33.90 0.0004 44.65 6.21 0:021110 0.002111 47371 84.0 -37 0.0002 44.46 4.65 0.021123 0.002112 47340 86.0 -38.1 0.0002 44.33 3.09 0.016922. 0.001692 59094 88.0 -39.2 0.0001 44.25 1.54 0.007537 0.000754 132675 90.0 -40 0.0001 44.22 0 0.00745 0.000745 134228 6 of 7 Sa �E T- Mobile CH41375C Deerrield WT EMS Wireless:RR651902 Antenna Worksheet (240 Sector) Maximum Permissible Exposure (MPE): 1000 Height Frequency DowntiR ERP (Watts); 1500 (feet): 150 (MHz): 1895 (Degrees): 0.0 Dist From ...._ ..... . -- - - Depression Relative Slant Distance Structure Power Density Times Below Angle (degrees) Relative dB Gain (meters) (meters) (pW /cm"2) Percent of MPE MPE 0.1 -2.13 0.6124 25336.26 25336.22 0.000078 0.000008 12834176 1.0 -0.60 0.8710 2533.75 2533.37 0.007791 0.000779 128354 2.0 . 0.00 1.0000 1267.07 1266.30 0.031154. 0.003115 32098 3.0 -0.50 0.8913 844.93 843.77 0.070061 0.007006 14273 4.0 -2.00 0.6310 633.92 632.38 0.124465 0.012446 8034 5.0 -4.90 0.3236 507.37 505.44 0.194299 0.019430 5146 6.0 -10.00 0.1000 423.04 420.73 0.279477 0.027948 3578 7.0 -18.80 0.0132 362.85 360.14 0.379898 0.037990 2632 8.0 -17.60 0.0174 317.73. 314.64 0.444574 0.044457 2249 9.0 -13.40 0.0457 282.67 279.19 0.405847 0.040585 2463 10.0 -13.10 0.0490 254.65 250.78 0.266789 0.026679 3748 12.0 -21.50 0.0071. 212.69 208.04 0.064547 0.006455 15492 14.0 -19.70 0.0107 182.79 177.36 .0.087490 0.008749 11429 16.0 -19.50 0.0112• 160.43 154.21 0.063179 0.006318 15828 18.0 -33.50 0.0004 143.10 136.10 0.048167 0.004817 20761 20.0 -21.10 0.0078 129.29 121.49 0.058688 0.005869 17039 22.0 - 24.80. 0.0033 118.04 109.45 0.036735 0.003673 27222 24.0 -29.40 0.0011 108.72 99.32 0.043014 0.004301 23248 26.0 -21.40 0.0072 100.87 90.66 0.048935 0.004893 20435 28.0 -26.40 0.0023 94.19 83.17 0.053581 0.005358 18663 30.0 -28.30 0.0015 88.44 76.59 0.060283 0.006028 16588 32.0 -21.60 0.0069 83.45 70.77 0.064558 0.006456 15489 34.0 -24.40 0.0036 79.08 65.56 0.071574 0.007157 13971 36.0 -40.00 0.0001 75.23 60.86 0.078734 0.007873 12700 38.0 -26.90 0.0020 71.83 56.60 0.079255 0.007925 12617 40.0 -27.70 0.0017 68.79 52.70 0.034360 0.003436 29103 42.0 -40.00 0.0001 66.09 49.11 0.057204 0.005720 17481 44.0 -27.30 0.0019 63.66 45.79 0.061767 0.006177 16189 46.0 -24.20 0.0038 61.47 42.70 0.065433 0.006543 15282 48.0 -25.60 0.0028 59.50 39.82 0.069432 0.006943 14402 50.0. - 27.00- 0.0020 57.73 37.11 0.079903 0.007990 12515 52.0 -24.90 0.0032 56.12 34.55 0.084064 0.008406 11895 54.0 -24.30 0.0037 54.661 32.13 0.088999 0.008900 11236 .56.0 -26.90 0.0020 53.34 29.83 0.092921 0.009292 10761 58.0 - 34.20 0.0004 52.14 27.63 0.095451 0.009545 10476 60.0 -40.00 0.0001 51.06 25.53 0.085881 .0.008588 11643 62.0 -28.50 0.0014 50.08 23.51 0.064075 0.006408 15606 .64.0 -26.00 0.0025 49.20 21.57 0.065014 0.006501 15381 66.0 -27.70 0.0017 48.40 19.69 0.067468 0.006747 14821 68.0 -29.90 0.0010 47.69 17.87 0.068055 0.006806 14693 70.0 -36.30 0:0002 47.06 16.09 0.048968 0.004897 20421. 72.0 -40.00 0.0001 46.50 14.37 0.030139 0.003014 33179 74.0 -40.00 0.0001 46.00 12.68 0.020968 0.002097 47692 76.0. -35.70 0.0003 45.57 11.03 0.020815 0.002082 48041 78.0 -32.80 0.0005 45.21 9.40 0.021360 0.002136 46815 80.0 -31.70 0.0007 44.90 7.80 0.021451 0.002145 46617 82.0 -33.90 0.0004 44.65 6.21 0.021462 0.002146 46593 84.0 -37 0.0002 44.46 4.65 0.021476 0.002148 46563 86.0 -38.1 0.0002 44.33 3.09 0.017227 0.001723 58049 .. 88.0 -39.2 0.0001 44.25 1.54 0.007673 0.000767 130329 90.0. -40 0.0001 44.22 0 0.007623 0.000762 131184 7 of 7 OAA. o -o-Nto $ s St 4) in 4Y2 r Of 7:. 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GhBRET HEOMM REPLAC2 AACH PLATE R6fDENM SIFPLIED C H41375 i. oEERFEU WATER MR � raTO,.m v+amaA�ar FROkr der �nrts rsx � � AIM cneHD"`�agrR 512000 MOUNTme BASE rsMT anima MOUNTING BASE-DETAIL 5 B.T.S. 'MOUNTING DETAIL V NIPPLE DETAIL 5.415 Wpm 6 sGALe NoNe 7 C-6 -mow IN WJ4 IN vepn+ 2999 m M� xe16HT 12121b fR1LLY EflIAPJ fOOTPRIM 209 M2 22.44 q rL E)- T r•A:/BHr 996 Aa (1798 kg) VOLTA6e --2;07-t ro% NAX. PbYE12 t24ov) 1 6900 x NORF4IL Pox6i 32'6 W MNN GIRGWT PR07FGTION 90 A rrnx. rEAr v�PAT1oN 2900 ETILNiO1,R IGRr1AL TEAT D'AT10H r10CG 6TWMalR OFERArN6 TE?YERA7IRE -40• TO Ill• F (-40• TO 50• G) MA.XA•[A4 OPEMATm6 NmrDrrY 02% MAX LEYM CF ALQ/$TIG H21W 6505 6ROWD GASLL• 20 Mao ANTENNA CZNNWTOR9 GARRET arrwr 409 car+ RRWErVH.55yeNNWTjvTry -0 DPM ANiM GOre ff�T ' Wo DEV•I NOTE5. ', O�pEgRAAT771gp�Ny �9 1. IPRDiVEID�EDAGPiOtRV�T1E WF 77HMM�TgRXX OPOZATM 2. M�bT HE AVD® TO v P ' OV OVRPTGNAR6F12r�2/1/� V. NOW 4AL P5 DEFILED AT.SkTTER25 NOT CNARGRK AND SPECIFACATION TABLE 5CJ.LP, N 4 � g c . *Vwemars moo., a MTass S11220.00 B.T.S. CABINET FOOTPRINT 2 NONE N5N SEALTi6HT A5 RED I 4 X 4. 6ALVAMZED STEEL .lRdC.Ti�r1 EOX ve=? rrrrme _ A5 R5aARED i ;k NeN SEALTWHr r rMAa f tmaami ' AS REWREO 4. D ra rm (APPLE W �axTERIORJ �suL I . NEM FTALBOX TO eE lux rr N ee'eLLEDOr roam wwms CABIN" PULLBOX DETAIL e'�e'r�. � R�i��a i •�" FROr+r ©a ® 9aAM HONE $ (mr9210fy, / p�0gEj31i]iIAL maat�t� � i Of S ; o am 312000 EMS. GhBRET HEOMM REPLAC2 AACH PLATE R6fDENM SIFPLIED C H41375 i. oEERFEU WATER MR � raTO,.m v+amaA�ar FROkr der �nrts rsx � � AIM cneHD"`�agrR 512000 MOUNTme BASE rsMT anima MOUNTING BASE-DETAIL 5 B.T.S. 'MOUNTING DETAIL V NIPPLE DETAIL 5.415 Wpm 6 sGALe NoNe 7 C-6 (y 130 KATT MEATHISMaXP LIGHT FIXTURE COMPLETE KITH LIGHT BULBS AND AUTO 5RA,GET /5UNRISE 0WOFF SNITC44 OR TIMER. KAILF. 13Y 'LED L16HT' OW44 (TEL. 1 -,1S -267 -3170) T.,,.O- 68E17ATOR FLUE • -Mobile EQUAL IOIMfFD ON ICE 181 ATLANTIC SCIENTIFIC C W. - .. � 2006. .. - - .or - BRID6E OR H- FRAFE.POST a ROUTED NEMA 9R: 200 AMP OUTDOOR LOAD .. . TO POHF5t PANEL. NOTE, P051 TION CENTER KITH 6EN. MY- APPROVED - SS50W Bryn Yawn Ave LI&Ii9 TO SHINE! IN FiaXM OF SUBSTITUTION NORTHERN S.M.100 CABINETS, FUR415H AND INKTALL COVVITSI NIRINSS TECkI01-061ES- U.W.- A3220100 cumkgo. AND ALL ReWo ACCES"SORIE5 FOR CO4i_ETE MOl1N7FD TO H -FRV¢. PROVIDE '�' FIARDIIARE A5 RECd1IRED RY FRAME OFFICE (M)444640D INSTALLATION. `�7 PST FAK (773)4445500 GENERATOR PLUG NAP s� NEM TELCO yCX / PIER 26116 INSIIAPO MI Altl CC DUCTDR. TYPE THIN. BCLOV IN In' RIGID GALV. STEM. CO DUIT N ® V > / MEN 200A METER KITH 200A BREAKER EX RACe I VBR:7' BARS NEK TERN DaAKN er. TJ. .7JNCTION BOX C PIOOD UNTSTAUTB FROVII7! p HAROKARE AS REQUITED T BSVSY F00TD16 181 ATLANTIC SCIENTIFIC CORP. 1- CIIEGA-0an Rq NEKA 3R, 200 AMP OUTDOOR LOAD CENTER AFFROV NI TN STIR. NEC. NOIC0 A)a" IES CMION CAfiA- A9220100 Tt3ET139, a BO7C TEL BOX . HaAfIED TO H MIOI/NTED TO N- F-iRnME. f-T COIDIL1RCalIDl1 PROVIDE HARDKARE AS REQUIRED UTILITY Fi75T FOaDATION SEE DETAIL THIS SHEET 05 T1E5 BGIJALLY SPACED � . uG —� _ BOLT UNISTRUT ` + • "°'. r • TO VERY. PIFTS W 1/2' TO 5/6• V -OGLiS t45 VENT BASIS .r I: 'I ul PIOw uN15TRUT5 '�' / 4 A.nREfdUi ;r TO CAB N2T5 FfOH SOU13'.E FRONT VIEW TOP VIEW EMDAR PLAN SECTION 12° Ir ELECTRIC & TELCO H -FRAME i1 UTILITY POST FOUNDATIONS Firm am®K+o ra revlr eu1t. Nrx N au1.e..n.e - - FRO+ TRANSP� TO METER; HIRE 511E CABLE LENdTH 3/0 AM 30, - NEM ATLANTIC SCIENTIFIC EUII5TING UTILITY POLE c - CORP. MEMA 3R. 200 AMP TI•GE DROP ( V0. VOLTAGE DROP 7R OUTDOOR LOAD C 4TE R AE818TERE0 2.60V 1'00 Mel T- MOBILE KITH 684. FZE'L. APPROVED �Eb61pEEli EQUIPMENT CABINET SUBSTIMION NORKRi3tl TEC NOLO61 PS- A3220100 EXf5TIN6 7RANEPORHER TO Be UTILIZED BY - N31 TELCO T5.eTRZND CACA- 1n' CONDUIT FOR ELECTRIC LOAD NIORJ7ED TO H -FRAME ELECTRIC SERVICE TlE -IN. COORDINATE CF y( KITH - LACTIC" BOX CBRER ALARM I-M 200 AMP METER W �� KITH BREAKER FXISTIN6 TELCO FECBTAL Domt iXOa[ N TO 13E UTILIZIED I CH41 -375 exI5TIN6 GRADE DEMMUM WATER TANK RATEa AND RClAlW1 eINFET D gW T/DOte Al CONDUIT MEN W RIGID CONDUIT M ._ TO IST CABI wr 'M F ._.^ -. ._T Lp::::� N®1 CONDUIT KITH (9) 6 PAIR . (1) 1/4' PULL ROPE POR TELCO e e a a 6 1.3• RI61D CONDUIT 101 MIRE AND CONDUIT FER TO 9ID CABINET �• END USE 15 200A AT BXISTINIS UTILITY POLE TO Be UTILIZED a1FET7IR8 —TRW El.CO SERVICE. KIRK aDB- 6P24- CU- 94-1K -6CC 120/240 5IN4L2 PHASE. TO 486D, IT MAXIMIN v17LTA6E DFdOP i5 H+RANE DETAILS 9 S P6t CODE. - ELECTRIC & TELCO RISER DIAGRAM it 9CIAl. •pp V sxEErauNmm E -1 h TYPT CAL MrtFww -Hy EN COAX CABLE �� ITS •66 APO g16NAL I NEN coAx CABLE I 6ROUI0 KITS Y6 AN6 �A Mo 00 �O r s COAX CABLE NO KITS. •6 AM PER SEGTORJ NBT COI.LBCTOR 6fXipm NOUNT TO ANTEM/A PLATFOpI (TI'P. OP 1 PER SEGTOW 6PS ANTENNA 61371ND STRII (TYPICAL) P®1 COAX CABLE 6ROJM KITS •6 AM (TYPICAL) COLLECTOR - 7 OROUNP BAR LOCATED AT 1 EGUIPNENT LOAD PRAHE FOR COAX CABLE 6TSA.PD 9/D'9. x IO -0' I.FF.TiVD 12 6RMkV KIT T' . -Mobile.* ■ CAD Ir=LD 8550 W Bryn Ab-A" • CO1VVE55iON CONNECTION damps Mhu 60831 0 I604ANTCAL C"44MTICN OFRCE (TT3)404a4O0 J BOND TO TOreR FAX VM 4{{.5500 PR03ECTN0: iBRO{ NOTE. ORABN Br TJY �f.OPOFGT1OP6r7O Z6� Utm tSEG®By; RlD NOTE. W ALL Cid:IID NIR3 E+TERI1'16 6idTUfm 51MLL NAVP PYC SLE3 =V8 SEA DETAIL t-T COYmBgT141 •OE_BGI tYNYN. LLG rcPbecr vat Fi'if11PNENT 1'IA =TTLIRFR9 RECiJIRB9N15 NEN ELECTRTC PANEL. 6MMM // AS �YIRED BY --TRiC TYP. TIP. WINEX Tt3ETR3D IAEPIiL7�E BOX RADIO RADIO � A9 FOWIRID B( PNOW CAB. CAB. R5 1� BY 1.4 STRANDED „LACKBTEP B/4• R161D CONDUIT TO LATED MOUND RCO K yGROUNNDING RISER DIAGRAM 1 REGISTERED IRDFESSIMU ENGINEER PIe4 s /B' ala. x 10 -0' i50LATEp 6ROUAD ROD �J kll"� d sa JJ_ UO LOCATM AT Y] AID TINN® �cr1R' ,LOB BASE OF T01ER B[3ON COAX BBJD ._// L_ 1 /2' WC PIPE WATERTAKK SLffVE (IYP.)� SEE NOTE YATOA KELNtmN BTYelT �A Mo 00 �O r s COAX CABLE NO KITS. •6 AM PER SEGTORJ NBT COI.LBCTOR 6fXipm NOUNT TO ANTEM/A PLATFOpI (TI'P. OP 1 PER SEGTOW 6PS ANTENNA 61371ND STRII (TYPICAL) P®1 COAX CABLE 6ROJM KITS •6 AM (TYPICAL) COLLECTOR - 7 OROUNP BAR LOCATED AT 1 EGUIPNENT LOAD PRAHE FOR COAX CABLE 6TSA.PD 9/D'9. x IO -0' I.FF.TiVD 12 6RMkV KIT T' . -Mobile.* ■ CAD Ir=LD 8550 W Bryn Ab-A" • CO1VVE55iON CONNECTION damps Mhu 60831 0 I604ANTCAL C"44MTICN OFRCE (TT3)404a4O0 J BOND TO TOreR FAX VM 4{{.5500 PR03ECTN0: iBRO{ NOTE. ORABN Br TJY �f.OPOFGT1OP6r7O Z6� Utm tSEG®By; RlD NOTE. W ALL Cid:IID NIR3 E+TERI1'16 6idTUfm 51MLL NAVP PYC SLE3 =V8 SEA DETAIL t-T COYmBgT141 •OE_BGI tYNYN. LLG rcPbecr vat Fi'if11PNENT 1'IA =TTLIRFR9 RECiJIRB9N15 NEN ELECTRTC PANEL. 6MMM // AS �YIRED BY --TRiC TYP. TIP. WINEX Tt3ETR3D IAEPIiL7�E BOX RADIO RADIO � A9 FOWIRID B( PNOW CAB. CAB. R5 1� BY 1.4 STRANDED „LACKBTEP B/4• R161D CONDUIT TO LATED MOUND RCO K yGROUNNDING RISER DIAGRAM 1 REGISTERED IRDFESSIMU ENGINEER PIe4 s /B' ala. x 10 -0' i50LATEp 6ROUAD ROD �J kll"� d sa JJ_ CH41 -375 Y] AID TINN® �cr1R' ,LOB DEERFMLD WATERTAKK YATOA KELNtmN BTYelT o OWKLI' r SIFfTTTRN ' NB1 6fWLM INS TEST PAL GROUND MG RIEM DIAGRAM 96BTYU1■ER E -2 I. 'ALL MIQeTD Bt< •17 T1iN/'TNW fAV.LB Ab7FD OINHdYlSP. lLica CODE. IlTITE °•O• �' 2 ALL IR.W TV cawC @I TV N.I.C: LATEST STATE 9. LAOS SBNICP VJSCaa4cr NJ i A AM TAO t. ALL COI6=IfT TD QE R16fV. NOTP, TN15 EI;IARENT, AS MANFALTIJR® BY NORTEL W- 1g LL'LISTED AND AFPR B, AS -WRYICE. ENTRANCE- HiAPI•ENT. CONTRACTOR SHALL ENSURE BCAD STRAP IS IN FLACE AB REG RED BY LOCAL COVE- NOTES. 12W240 VAC I VIA. 2W AMP SEWICE SUPPL Im AND INSTALLED BY SITE ELECTRICAL CONTRACTOR COMACT, N10RTEL 0Y. AT 1-500-121-MM FOR ANf CLI.WFICwTION OR GOM@R"s SEE SHEET E -2 FOR FOR LOMVUATION OF CONTACT. HORTM OG AT EJNTBiNAL Pn1ilM6 1-0OO -M-M1q FOR ANY gN3R0 IN 21C. CLARIFICATION OR COMlNIS. FROM POTEi= SLW pLY-- 2. COMRACTDR SHALL PSTALL C40NMT AND wRE TO THE Big 2 POLE. 200 A. 14AM NNOR7El. eC . aRGUrr B4SAkER wT11 ORERNALLY PRE - MOISTURE I AT10N1 LEAVE r= TO TERMINATE AT WALKINS BEAM WTERLOCK P RED TER14MAre L CONRTAOTDR BINALL 4;OOIDw1LTE !l:7Hi aOgOEi EJNTBiNAL Pn1ilM6 SINSLE UTILITY TRECH MAY EzCAVAim LaATg1 ND TTpE Panty 1>L16L CgpnlNr ON LUTaS wTH CHNN 71REW ER.,JOIN UTILITY TRENCH SMALL BE EXC.A W0 2 A b' OR 1'SDSt BLMKET_ 2. COMRACTDR SHALL PSTALL C40NMT AND wRE TO THE Big 2 POLE. 200 A. 14AM r I SITe COIL NURE4. SEAL COND11rT P'QZt' ENDS FROM aRGUrr B4SAkER wT11 OR o OVEIOGLE MOISTURE I AT10N1 LEAVE r= TO TERMINATE AT WALKINS BEAM WTERLOCK TRAFFIC LAM A� AZW NEr RADIO OABINET PANEL, A0M -L" OP to rff*. AREA RESTORE SIIRPACE 9. COPPER 6ROUD MM SHALL BE BONDED TO 547E 6ROUDWS MTH4. SMID - i 5.; 70 ORI60"L GODITION 4.40Bt6ROUD BROUND KRg - RPN D OIN MATEMAL CON6UTg SHALL TI3.ANBITION PROM PVC TO R161D AT THE SIYEEP AND F031AM RI6D INTO PANI35� 6ROLND TO 9 =1 COMPACT AS 5 L0IRRACTpR MEVrRAL BOO S Y u � ?. S 10.69ETrLL&eW w.r MOD4PY KNOCKOUT HOLE w 1a1PhE1NT CABINETS TO AccoN6DDAre TNe R157A1TED COHOUR SIzE& 6. C- COROMATE §VTH RADIO CA 04 ET W6 RBAWREgfig FOR SUE 4 NDFEER or c4tvtn m 7. TIE Nma- FFG IS S4FIPED IN 7M0 5EC71ClS TO BE BOLTED T06ETHBL ON SRE. TFE COINED NEGNIT 19 APPROX. 900 LBS. 6. 5UNL9E FitrrW.,20N . TACO CiWgB= 191 MARED ON ALL 5fTE5 MO EJNTHa1AL. ALARM POONT NNOMTORIIK. NOR, ERH T�¢GM40L06N[y 04C OLP- -0 DATA LINE PROTaCTOR STALL BE 4 MMVF200 4 9W �n401/14 200A. 4 S'a OR b. 2aCA METH= BASE SNAIL BE OSTALLED N7ERE rt B 500CET 8LE FOR READOUT. 71E Nl�l�= C4' , N THE IN THE / GE SERVIC- AND MO= TE YaTH FOM DEPB AN ON 7TE V0.7A68 96iVIOE. LOORDOAre IVTH FlOTEI= CO!'PANY IL LA9.E SE9 BALL 13E AD.AISTED TO coNPeNBAre 1'OR VOLTA6E DROP IP LLNSHL THAN IaCFi. VERIF'f LODUT 94ZE wEN GIANCielf.. CABLE SUE. M. FOR CGlRETE 0NTH2♦AL N0R0K AND ARRALISETENT REFHL TO V4ADOR FlA PROVIDED 61• PFL M4KY10 Rl32 B. ADDRESS SALL BE POSTED BELCH THE N45T13= K. ANY OD VOLT QI LET LOCATED ON TIE PM SHALL NAVE 6PG PROTECTION P6= NEE- SECTION 2". NOTES 5CAL.5 NoNTE 2 a O 'h ` O, 6 2 -PTOLE CNa FOR 9NR6e u NMITRAL ISOLATED 6RCWD MTRMUT10N PAu POWER PANEL 5LALE HOE 1 ND'fEi E1 LAVATION OF ANY TYPE AVSIpE OF- C4"-am NSLL REG7ARE ALL SOIL TO BE RB40Vm AND ALL BACK PILL TO BE IOM 6RANA.AR wTH SOIL 5TABILVINS FABRIC pl —ER TO 6E16tATg2 CNIAASER OR SPACE POWER DIAGRAM 4 12' MOIL Min MAX 5EPERATION b POSSOLE TILITY TRENCH 3 T ..Mobile, 8550 W Bryn Maw Ave I I SuItal 0 Otdce00 wn-60611 OFFICE (175)4445400 FAX (173) 4445500 TA6IECT/4Q -TSD® eRI1NN Ch. TM OMCKMo or RJO W W-T COOmulf= MDRII OAAi. LLC. F S9i ,,= • REGISTERED 4taFESSIORA EIIGINEEA Ow- OF -4 CH41 -375 DEERFlELD WATER TANK SATES A10 IfEIHILIN STREET RzoVI6IALLTaRN uW N Imw SHEET Vile POWER DIAORAINI DMus a NOTES 811EET 10l0R E -3 SINSLE UTILITY TRECH MAY EzCAVAim wTH CHNN 71REW ER.,JOIN UTILITY TRENCH SMALL BE EXC.A W0 2 A b' OR 1'SDSt BLMKET_ USE THIS SECTION \ USE THIS sw71011 OR o OVEIOGLE TRAFFIC LAM A� AREA RESTORE SIIRPACE 2 O ■2 - i 5.; 70 ORI60"L GODITION 4 - RPN D OIN MATEMAL 6 SFQ 9 =1 COMPACT AS RECEPT Y u � ?. S 10.69ETrLL&eW a SPACE D �TACE GRADE 9( GA -01 6RAV9. LO'PACTEp U SPK.E PRCGTORTNDARD I SAND pl —ER TO 6E16tATg2 CNIAASER OR SPACE POWER DIAGRAM 4 12' MOIL Min MAX 5EPERATION b POSSOLE TILITY TRENCH 3 T ..Mobile, 8550 W Bryn Maw Ave I I SuItal 0 Otdce00 wn-60611 OFFICE (175)4445400 FAX (173) 4445500 TA6IECT/4Q -TSD® eRI1NN Ch. TM OMCKMo or RJO W W-T COOmulf= MDRII OAAi. LLC. F S9i ,,= • REGISTERED 4taFESSIORA EIIGINEEA Ow- OF -4 CH41 -375 DEERFlELD WATER TANK SATES A10 IfEIHILIN STREET RzoVI6IALLTaRN uW N Imw SHEET Vile POWER DIAORAINI DMus a NOTES 811EET 10l0R E -3 ANTEMA PIMW 6FWL o GONE CABLE 6ROLtmDa.S Krts mmm® _m bOLWDWS BAR OR EaLAL COLLECTOR GROUND BAR (CGB) Ste. Now 2 COPPBi BAR OR MTAL I3'a11RED �_ LOCATION MSD UAS PASTENERS AS REMAIMP !RETAINER TTP. O IS" 5TADA.ESS STEEL N7iit BE CAONBA -.,a L 01�� 6R )I`V I N& CABLE LE COFPt� - ON TS 3IINAL BAR LOCKIIAHM(TTPT T ITTPTCAV Nff (TTPICAu /7'x1 1/7' NEK BOLT 6iCU1mINS CABLE BAR _ BAr� coPFSZ Tb BE IT£iMTI�� MINIMUM, ND "� CC►PR�6Id1 TINNNI(T1T'PiGL) NOTE. 1. L>aJB1.INS UP• CR •STACK INS ' Or CONVECTION IS Nar PEia1ITTED. ] OXIDE INWBITI NS taI -OL.V TO IXM AT ALL LOCAT,ONS. TYPICAL GROUND BAR ONNECTIONS DETAILS 4 SCALE, NOW G� O_ 0 All, LA ` \ N I m • - Mobiler I I awo wt Bryn 141W Ave suit.T00 Ilir ft ml I i OFFICE: m3)44$IOO FAX (773)IA4,% O NEN 02AM SOLID I I \ COPPER CARL R1 N9. NFYV DOA% CABLE GOLLPLTpi 6ROUW BAR AT I TOP 5/6 BASE LF TANK ►ROJB=NW. Tp®� NE" S /S' X 10' C� - CLAD STEEL 6ROIDp RM 'f' INS fYUwx m: TAv NEK KASTM 6ROUI.m BAR aim: x— _ — — i •- i�or�ea — — — I xi �I I� „E — }� 9RAATED 6RMN 40 PEW IRElBai•' I RM FO"'@TE _ .. NE►1 INTERIOR ElwlpmaT X I.CTIONICAL HSI RINSTO E6LIR@ri T °�(R TAjp REfi11T8@nB ANT Nev CADIELD Tn 6575 \ �� 9yZ vn®''�L M0A1I/S fir. � — — _ _ 1 Perx rt)STD REa11TERED = X X� '� (�') R8DlE3fI0tlAL — — eAa)� E.�� I SITE GROUNDING PLAN AM SCALE, I'- S' 0• 1 NOR CH41 ,375 DMRELD WATER TANK YAM AND If6t91pp atlfEtT NOTES. T SE£ 6ROIRIDIIG RTS 1� O 21W'n E t� Sro• D A X 10'-O• 6RAlfm Ron �TSOLAThy) FOR ELEOE 1 AV Sl�ITT WAIB(iK E -4 GENERAL NOTES 1. ALL EL9- TRrCAL MCM SMALL cO+resa+ Tb TMe NATIONAL liEGTRICx cODe . fmITICN ACGf�7® 8Y LOCAL .URISD CTTOW AND AFPLICABLE LOCAL CODES_ . 2.6RGVNmIN6 6 L TO ANi@MA y/.�: CENS SMALL ARTICLE 290 APPROVED OR NATIONAL I3FLTRiuL COR'. _ i ..Mobile] 9. ALL. 13FCRNICAL ITBLri 5141LL BE U.L. APPpT10 OR LISTED. .. .. �. ' 4. NI RES Alm OADL.BS FOR 1'[tH2 AND LIERRTIW SHALL COPPER N17M 77pE )OOP, - .. THNN, OR Trop? INSER TTON. SOLID CGNIDlJCTO{Tg FOR +10 AMS AND SMALLER. 0 POAM SPAL 8560 W Bryn MO A- STRANm® FOR LAR'.$R THAN •10 AFL9. MI NIMIM SIZE X12 ANS. o P. V.0 S1nZa100 S.NIftES AND CAE FOR FbEt SMALL Be INSTALLEp IN 6ALVANIZND �AEfiJTF PM3fT, PDLE, �9D U r.6606ii RT61D STEEL CZrM T OR FLEXIBLE LIG1.1 V TI6H7 Cglml!]T A9 INDICATED OR IRRAMI MS CASE OFFICE (IT3)444-6400 O CONTRACTOR Tp OBTAIN ALL FBdTITS. PAY P6611T F@S, Alb Be �. 'kC'AL 6RO" FAX (773)4145500 fd!5P!?EIHLP FOR 9CNFD1 �lN6 11EPELTIOICi. INSTALL fEAT}g�pFIN6 KIT p�p 4• (.CONTRACTOR TD OBTAIM LOCAL POPER AND TO MAKE HATER T16HT MIN, Alb cOOROINATE NITm UTILITY =WANIES S�E2V�}��1� REGIVIRM. O. AROVTDe ALL LABOR AND MIAT921K DG�GR(Bt� aN 7115 ORANIN6, AMm GRAPE ALL I7E6 INCIDENTAL TO COPLETIN6 MID PRESBRTI N6 THIS PR7�JFLT AS FULLY OPERATIONAL, 4.6R7UlRDINI CONNEOTIONE 51NLL 1� ExOTNERTIO TYFE NLDmTKO: T.&M f MAIN'BD•) TO ANTENNA IIAST3. Alm THE EY11RID MRS. I CAME GRAVEL DRJ111g1 eY: TJNI REMAINING 6ROWmING CCt*eOTIONS SMALL BE COPISSSION FITTINGS. 6ROUNDIN6 106FII7UIb COAXIAL !�� SHIELDS AT BOTH ENDS KITH CLAD KIT LOAx CA&_E bTXAlImINe KITS R INSTALL HEATHER FRXFIM6 KIT AT EACH D11F.�E' PJ I1R7UTE 6ROUNm INS LOIOL'T COmEGTTON Z- 418LE. P.)O16HT ' ALD7 THE SHORTEST AND STRAIGHTEST PATH Re AN6, STRAtmfS COPPEq [iE BERT AT R16H7 AS OTHE1bli5E INDIGATI� 6PORpi1K LEAD' SM HO Nevin / - AN61.P. ALNAY9 MAKE AT lPA4T 12' RADIUS UENPS a6 /� 6ROUNmIN6 ladVOTOR 6R011p MITE CAN BE BI3TF AT 6' RADiU5 lM@1 NgESA` RY. l�--� 1200NTRAC7DR TO pRTV/DE 6MMM RIMS AS SHOW ON R GIROUNml N6 517E PLAN Alb 6R01AbIN6 R1� DOAT E7IC,� S ONIS TO MIN. TEST m L OPE R T ON lEANlS OP A BIDOLE- FE66F32 TEST[3R. 61RQFmINS AND OTHER TO 6ROUNm OPERATIONAL TEST( N6 5ilA1L. yy,L BE NI TTy [iY TIC OMSR•5 REFREYaEIiATIVE. " 19LONTRACTOR TO FTmVIOE TELEPHONE LONWIT AS SHOW ON pLANNS CO PRIVY 144ONTRACTOR TT) PR-IDE ELECTRIC CONDUIT AS °JbN ON pLANg ISNOTIPY LOCAL UTILITY SERVICE PRIOR TO ANY INSTALLATION. IOALL 1RSRr M"N'SHED BY OTllt SMALL gE pROytO® NITM PROPER MOTOR STARIF Y NONpg,Tg CONTROLS. ETC. BY TIE 9.aTRICAL GORTRAC70R lRiF55 COAX CABLE SI'EGI FICALLY Nrmv OTS5O.IAE. THE a arT IOAL Op�R� SMALL I16TALL ANp GROUNDING DETAIL COPLETB.Y NIFC ALL AS6LYIATm P1A/IPMENT IN ALOORxANLE NITH NANUPACTIAER•s GROUNND WIRE PIPE SLEEVE ,L NITS DIA6RA19 Alm AS :EWIFED FOR A LOPLETE LPHiATI M6 INSTALUT(pR. gECTRILAL RF�IIREENTS OP Iml lPMENT PRIOR R7INA TRICAL CHARAGTERISTIOS AMP CONPLTG75. NNERE APPLICABLE IN Q COL( /IT AND NI R1 N6 TO AVOID IT6RO)Nml N6 COMm,1GTpEi SNN.L BIE COPPER ONLY. ABOVE OWWO EITHER SOLID CR ExL&PTICN FOR 6FZLM XURE Be'TEEN THE TIE T jA� TI'E T T FM W6YICIOM TONER/ MUST fX' BARS. Efd/f FMERT 6ROUND LEADS IN CABLE ff4 RNLI INSULATED. TRAYS MRST BE 6(ZEEN Ie.urIL1TY cOMPANr caumlNATroN. � Oft R' TR�Ay E_ECTRICAL COHTRAC'IOR SHALL C4WIRM THAT ALL 1'CT6C IS IN ACCO�ANGE . NI TH THE RILES OF TIC LOCAL UTILITY COPANY BfgOftt: SIRMI TTINLS NI5 =ice THE CONTRACTOR `9lµL C'H NITH THE UTILITY COPANIES =y'IN6 '� •9ZZ al ( SERVrM2 TO THIS PaSe, AND SMALL DEiH2E NE — TM@I ALL HEC45T AND C+BID MMIGN TMEY MILL REO11iZL+ Alm SHALL INGLLmE RZSlSTEAfD THE COST IN NT5 BID P$OFFSBIOpAL TYPE V9 TYPE 6L LW TYPE 6R TYPE PT 19 ALL- CADI'ELDS ABOVE FINi� SLIDE SHALy, BE PAINT® KITH Co-6NLVANIZPD ZING BIRIO® PAINT TO MATCH COLOR OB.EGT BOml� 1b, L:- ZITS AND HIRII� CADNELD OF I.NIRINS OF EV/3RY KIM MUST Be INSTALLED IN CZMUIT. I1lY.$5 HOTSD OTHEaNISE. OR AS APPROVED BY THE EN61NEER 42' HIM. mm Ilms % Ep�p..q 2.THMN55 SIZED INSE ACCORDANCE ALL MIRIHS THE SMALL LE TRICAL ODE TYPE TTPE TA TYPE M9 TYPE % —JJ_ 71iW, 51� IN ACCCTbAN;E KITH TIE NATIONAL ELECTRICAL CODE 7�.;a N:TTE. CADIlLD 'TYPE' SMONN =1011-1c, EtAMPLE5 - N B.RK NATIONAL SHALL IC 6A ODE, ID ESS OT ERmIg IN 7EP- AMCB ACEM THE CONSULT KITH PRO.FLT MAHA6(92 CH41375 SHALL BE E.FR7AWAL CODE, I INSTALLATION ATMERNl9E MmTFD. ALL RAYLIAYS TYp® OF CAPeLps TO Me U5® FOR THIS Ffd�GT. SHALL � APPTd7V197 FOR THE INSTALLAT,ON DEERFIELD 4. RILL DR .Ln1c71aN !lows SHALL BE PROVIDPD AS REWIRED TO FACILITATE WATER TANK INSTALLATION OP RAC8IAYS ANp Be N6 S /a•m x410 D KATffiAIm KE19Uta A'lR�i 5.FROVTDE A COMPLETE RACENXY AMC NIRIN6. INSTALLATION. PER'UNENTLY O6 1gBUMST AND 7 IVELY 6iMDlA DEp IN =,LO a<.E KITH ARTICLE 2a OF THE NATIONAL 13ELTRICAL COIL AND LOCAL CODE 66f>:TIrma CmzutNUrrON NI TN 1*Tl�x -- GROL M DETAILS " L 14.12.1.19 COPLETB ES TYPE OT TYPE MA TYPE xA AND NOT TFE HECTRICAL CONRACTOR ELECTRICAL 562./iCE NITN LOCAL UTILITY COPANIIs 1'CR A COMPLI?TE OPt9RATTON3 SYST@I. INCLUDINS TRANEIY7gER SI¢lT N11 ®t CUBMITTTO11• P TORING PADS PRIOR TD CADWEELD TYPES 3 GROUND ROD SUBMI TTINI6 BID TO IHCL,IIDE ALL LABOR Alb MA. MATERIALS . SGALE. NONE 4 E -5 ON C7 �o h g G APPROVED' FOR CONSTRUCTION: SITE NAME y PROPERTY OWNER OR REP. RF I.- . -17l rtOOw ZON 1 NG NET Y40M CONSTRUCTION CONTRACTOR OPERATIONS 51 T ACQ. VICINITY MAP 0 n soo;s- SCALE. N.T.S. SITE DATA LATITUDE: N42.15825° (NAP 83) LON6ITUDE: W81.84458° (NAP 83) ELEVATION: 616, DATA OBTAINED FROM S. G. I.P. SITE LOCATION 9.1-e7 T • M TANK SHEET INDEX 6ROUNDIN5 DETAILS I NOTES SITE NAME T -1 �o 3 DEERFIELD WATER I.- . -17l rtOOw LAND SURVEY CD l< CD w(D on G -2- Cy) -r- � m Fm m"' 9X70 I6-0 r ° + D rr m SITE NUMBER r%3 41:0-0 C-5 Nw<2 m r 1--r4 .... p NORTEL EQUIPMENT CABINET DETAILS G -1 K)0(0 CHr41— 375 Ln w ►.c Inoue.• 6RADIN6 PLAN " Na 7 rN O 4001 r. I Co rL G -10 PIPE GATE DETAILS m 2� 00 0 LANMAP I N6 PLAN c<0-n.00001: n .0 SITE ADDRESS ELECTRIC /TELCO H -FRAM- DETAILS m0C wor+: 7 7 C w V-4 " E -3 rF C7n V � CONSTRUCTION TYPE. WATER TANK FAX: N/A KEVIN HIPPNER EXTSTIN6 CONDITIONS WILL BE CHECKED AND VERIFIED IN <° m am Aw< 7 (D • • .- ri'a . KATES AND KELBURN STREETS FIELD. [F SIGNIFICANT DEVIATIONS OR DETERIORATION ARE ►� m DEERFIELD, IL 60015 ENCOUNTERED AT THE TIME OF CONSTRUCTION, A REPAIR PERMIT AND SHALL NOTIFY STRUCTURAL. m o0 ca LAKE COUNTY WILL BE OBTAINED CONTRACTOR EN6INEEI2 IMMEDIATELY. M O O N 1 Ov, vv m in 3 TANK SHEET INDEX 6ROUNDIN5 DETAILS I NOTES S-1 T -1 TITLE SHEET LS-1 LAND SURVEY LS-2 LAND SURVEY G -I OVERALL SITE PLAN G -2- INTERIOR SITE PLAN 0-3 6EOMETRIG'SITE PLAN G -4 ELEVATTON C-5 COAX GABLE CHART DETAILS 4 NOTES C-6 NORTEL EQUIPMENT CABINET DETAILS G -1 ICE BRTDGE DETAILS C-8A 6RADIN6 PLAN G -85 6RADIN6 PLAN " G -q CHAIN LINK FENCE DETAILS G -10 PIPE GATE DETAILS L- I LANMAP I N6 PLAN L -2 LANDSCAPING DETAILS E -1 ELECTRIC /TELCO H -FRAM- DETAILS E -2 6ROUNDIN6 R15ER DIA6RAM E -3 GROUNDING PLAN I DETAILS E -5 6ROUNDIN5 DETAILS I NOTES S-1 - CONGRPTE PAD DETAIL I EQUIPMENT LAYOUT KTMLT -1/5 WATER TANK DETAILS N -1 NOTES N -2 NOTES N -3 NOTES N -4 NOTES PROJECT TYPE EXTSTIN6 115' -0' WATER TANK WITH RELATED EQUIPMENT CABINET AT 6RADE LEVEL AND NEW ANTENNAS MOUNTED TO TOP OF TANK 14ML- 9 ANTENNAS,18 COAX RUNS, Z CABINET .% N rtF.hrnO ";i%yX..."�s'��•�'��`'•s,.� (� "3. �:5 '�`' �' 4 +�: :�,- '.��:,,: 3` ..., � - �'" � I z �.m..,R c rte'• ,mss , SCALE N.T.S. litlelmWC81:k1Md21li ,Iitml 7 W -T COMMUNTCATTON DE516N 6ROUP, LLG 2500 WEST H1661N5 RD. HOFFMAN ESTATES, IL 60195 PHONE: ( 84-1) 490 -82-75 M EXIST11`!G MITES CONTRACTOR TO CONTACT LOCAL UTILITIES LOCATING SERVICE IN ILLIN015 CONTACT J. U. L.I.E. ` '. . AT ( 800) 842 -0123 VENTILATION EQUIPMENT 15 LOCATED OUTSIDE WITH OUT51VE VENTILATION. CONSULTANTS SURVEYOR H -T LAND SURVEY 2500 WEST HI661N5 RD. HOFFMAN ESTATES, IL 60145 PHONE: (84 -7) 885 -03 -74 FAX: (841) 845 -9485 UTILITIES ComED ELECTRIC COmED ELECTRIC 125 5. CLARK STREET CH40A60, ILLINOIS 60603 OFFICE: 1 -800- 334 -1661 FAX: ( -7-73)504 -3244 REFRIGERATION NOTE- EQUIPMENT 15 LOCATED OUTSIDE OF BUILDIN6 NO REFR16ERANTS ARE USED FOR COOLIN6 THE EQUIPMENT. STRUCTURAL BOWTEGH 436 LUND LANE BATAVIA, IL 60510 CONTACT: ROBERT WOZNIAK PHONE= 630 -406 -4512 5501 2000 H. AMERITECH CENTER DR. SUITE 4-C -10 HOFFMAN ESTATES, IL. 60191 PHONE: 1- 800 -25-7-0402 T -1 C.ONSTia.1GT I ON . 1-500-532-6325 RF CONTACT: CONTACT: AHMAAD BRUNSON PHONE: (713) 444 -544-7 NOTE. TOWER ANALYSIS NOT PART OF CONTRACT AND SHALL BE PROVIDED BY OTHERS. NO NEW ANTENNAS OR EQUIPMENT SHALL BE ADDED TO THIS TOWER OR STRUCTURE WITHOUT APPROVAL FROM A RE6ISTERED STRUCTURAL EN6INEER..THE CHECK IN6 OF TH15 STRUCTURE 15 NOT PART OF TH15 SCOPE. LI) rd • o -0i - 1 (0 � Ex, 8 • - Mobile- I 8550 W.' Bryn Mawr Ave. Suite100 Chicago,, Illinois 60631 OFFICE: (773)444 -5400 FAX: (773) 444 -5500. PROJECT NO: NOTE- STATEMENT THAT C.OMPI_IAWE WITH THE ENERbY GORE 15 NOT REQUIRE BUILDING GORES: POWER REQUIREMENTS -SCOPE OF WORK DOES NOT INVOLVE MODIFICATIONS TO EXTTOR EXTERIOR 1201240V, 200 AMP THESE DRAWIN65 ARE FULL AND CODE IBC 2000 SGALEABLE ON 11'X 1 -7' SHEET SIZE MODIFTGATION5 TO EXTERIOR ENVELOPE OF BUILDIN6, HVAG - ELECTRICAL CODE SINGLE PHASE,3 WIRE AND ARE NOT REDUCED IN SIZE. SYSTEMS OR ELECTRICAL L16HTIN5. NEC 2002 TOTAL KVA = 25.q PROJECT SUMMARY CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTIN6 DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL SITE INFORMATION LANDLORD I,TH�THE APPLICANT . D T SGREPANG ES BEFORE PROCEED IEN6 K WORK OR _. JURISDICTION:VILLA6E OF DEERFIELD LANDLORD: VILLAGE OF DEERFIELD T- MOBILE U.S.A. OCCUPANCY: UNMANNED CONTACT: N/A 8550 W. BRYN MAYS AVE. SUITE 100 BE RESPONSIBLE FOR SAME. ZONIN6: M PHONE: (84-1) 445 -5000 GHICA60, -- IL- -60631 V�c6 Zo CONSTRUCTION TYPE. WATER TANK FAX: N/A KEVIN HIPPNER EXTSTIN6 CONDITIONS WILL BE CHECKED AND VERIFIED IN rcny p,I,N, a; N/A PHONE:( - 715)444 -5605 FIELD. [F SIGNIFICANT DEVIATIONS OR DETERIORATION ARE X43 4_ FAX: (-773)444 -5521 ENCOUNTERED AT THE TIME OF CONSTRUCTION, A REPAIR PERMIT AND SHALL NOTIFY STRUCTURAL. MICRO x WILL BE OBTAINED CONTRACTOR EN6INEEI2 IMMEDIATELY. .% N rtF.hrnO ";i%yX..."�s'��•�'��`'•s,.� (� "3. �:5 '�`' �' 4 +�: :�,- '.��:,,: 3` ..., � - �'" � I z �.m..,R c rte'• ,mss , SCALE N.T.S. litlelmWC81:k1Md21li ,Iitml 7 W -T COMMUNTCATTON DE516N 6ROUP, LLG 2500 WEST H1661N5 RD. HOFFMAN ESTATES, IL 60195 PHONE: ( 84-1) 490 -82-75 M EXIST11`!G MITES CONTRACTOR TO CONTACT LOCAL UTILITIES LOCATING SERVICE IN ILLIN015 CONTACT J. U. L.I.E. ` '. . AT ( 800) 842 -0123 VENTILATION EQUIPMENT 15 LOCATED OUTSIDE WITH OUT51VE VENTILATION. CONSULTANTS SURVEYOR H -T LAND SURVEY 2500 WEST HI661N5 RD. HOFFMAN ESTATES, IL 60145 PHONE: (84 -7) 885 -03 -74 FAX: (841) 845 -9485 UTILITIES ComED ELECTRIC COmED ELECTRIC 125 5. CLARK STREET CH40A60, ILLINOIS 60603 OFFICE: 1 -800- 334 -1661 FAX: ( -7-73)504 -3244 REFRIGERATION NOTE- EQUIPMENT 15 LOCATED OUTSIDE OF BUILDIN6 NO REFR16ERANTS ARE USED FOR COOLIN6 THE EQUIPMENT. STRUCTURAL BOWTEGH 436 LUND LANE BATAVIA, IL 60510 CONTACT: ROBERT WOZNIAK PHONE= 630 -406 -4512 5501 2000 H. AMERITECH CENTER DR. SUITE 4-C -10 HOFFMAN ESTATES, IL. 60191 PHONE: 1- 800 -25-7-0402 T -1 C.ONSTia.1GT I ON . 1-500-532-6325 RF CONTACT: CONTACT: AHMAAD BRUNSON PHONE: (713) 444 -544-7 NOTE. TOWER ANALYSIS NOT PART OF CONTRACT AND SHALL BE PROVIDED BY OTHERS. NO NEW ANTENNAS OR EQUIPMENT SHALL BE ADDED TO THIS TOWER OR STRUCTURE WITHOUT APPROVAL FROM A RE6ISTERED STRUCTURAL EN6INEER..THE CHECK IN6 OF TH15 STRUCTURE 15 NOT PART OF TH15 SCOPE. LI) rd • o -0i - 1 (0 � Ex, 8 • - Mobile- I 8550 W.' Bryn Mawr Ave. Suite100 Chicago,, Illinois 60631 OFFICE: (773)444 -5400 FAX: (773) 444 -5500. PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG m ff- W-T COMMUNICATION DESIGN GROUP, LLC. �wnats �aa*u:cruwi rmw.eryn.,mm:m nmmm F�..a mea�m m IB<7�00.�8 FAIFp{Ij EB:ipGS •tea® Lu- Na:18L llm F�omD •QQe Pr C! a i '� Mj : IRIPG I PIS LICENSED PRO OH ENGIND:R srA'E a- t_. UCENSE / 062- oa1405 CH41 -375 DEERFIELD WATER TANK KATES AND KELSURN STREET DEERFIELD, IL 60015 LAKE COWRY SHEET TITLE TITLE SHEET SHEET WMER T -1 585 586 583 584 581 582 578 573 INP y IS- f 513 GRAVEL / / r ! r J 1 t\ .\ -A lI \ K,4 r E s 200, 00` r - 573�J�� • 572 ____� `--- 41 as9L (0 =�,_ 'SURVEY PLAT OF Arm OVERHEAD UTILITY LINES R \ A D / ASPHALT 1 / PLYNT OF HEa ® SITE BETICF WATER TANK LEG (TYP) 1- -} h11 PIN,# 16 -33 -300 -004 TOP OF TANK 0 175' LG.L WATER TANK BASE x ® h1~ ti h1`1. ASPHALT 6' CHAIN LINK FENCE W/ 3 STRANDS BARE 575— 1� Pfiwo- D [ w7y EA,S • 575 576 577 -557- .. . 586 585 — 584- -583- -582, 5BO _ 579 578-__ " -=�•�' GRAS - c PR L7_lw LEA I >' °''12 fXJ` h�>x h ^h "b5 / LEM, "Ibb O tV� E PROPOSED LEASE AREA DcSCRIPWt THAT PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33. TOWNSHIP 43 NORTH. RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS-_ COMMENCNG AT THE WTERSt=a4 OF THE NORTHWEST CORNER OF LOT 2 IN THE CORPORATE SOD SUBDIVISION AND THE EASTERLY LINE OF METRA RAILROAD; THENCE NORTH 25 DEGREES 16 MINUTES 10 SECONDS' WEST ALONG THE EASTERLY LINE OF SAID ME" RA RAILROAD. 71.04 FE'cT; THENCE NORTH 32 DEGREES 21 MINUTES 34 SECONDS WEST, 17126 FEET TO THE PONT OF BEGINNING; THENCE NORTH 90 DEGREES 00 MDWiM 00 SECONDS EAST. 15.00 FEET; THENCE SOUTH 00 DEGREES 00 MINUTES OO SECONDS HEST. 20.00 FEET; THENCE SOUTH 90 DEwas 00 MINUTES 00 SECONDS-WEST. 15.00 FEET; THENCE NORTH QO DEGREES DO MINUTES 00 SECONDS EAST, 20.00 FEET TO THE POINT OF E:GiNNIN% CONTAINING 30000 SQUARE FEET ALL IN -LAKE COUNTY. ILLINOIS. PROPOSED ACCESS / U107TY EASEMENT DESCRBI ON: THAT PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 43 NORTH. RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS COMMENCING AT THE INTERSECTION OF THE NORTHWEST CORNER OF LOT 2 M THE CORPORATE 506 SUBDIVISION AND THE EASTERLY LINE OF METRA RAILROAD; THENCE NORTH 25 DEGREES 16 MINUTES 10 SECONDS WEST ALONG THE EASTERLY LINE OF SAID METRA RAILROAD: 7LG4 FEET; THENCE NORTH 32 DEGREES 21 MINUTES 34 SECONDS WEST. 17136 FEET TO THE NORTHWEST CORNER OF HEREON DESCRIBED LEASE AREA; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST ALONG THE NORTH LINE OF SAID LEASE AREA, 3.00 FEET TO THE POINT OF BEGINNING:- THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST. 54.02 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS-EAST, 210.32 FEET; THENCE SOUTH 72 DEGREES 27 MINUTES 41 SECONDS EAST, M61 FEET; THENCE SOUTH 89 DECREES 59 MINUTES 18 SECONDS WEST, 39.60 FEET; THENCE NORTH 72 DEGREES 27 MINUTES 41 SECONDS WEST 118-81 FEET; THENCE SOUTH 90 DEGREES OD MINUTES 00 SECONDS HEST, 196.47 FEET; 'THENCE SOUTH 00 DEGREES 00 MINUTES DO SECONDS WEST, 42.02.FEET TO THE NORTHEAST CORNER OF SAID LEASE AREA; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST. ALONG THE NORTH LINE OF SAID LEASE AREA. 1200 FLET TO THE-POINT OF BEGINNING, CONTAINING 4,03151 SQUARE FEET. ALL IN LAKE COUNTY. ILLINOIS. PROPOSED urM EASEMENT DESCRIP7TOFt THAT PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST. QUARTER OF SECTION 33. TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE Ti.ORD PRINCIPAL MERIDIAN. DESCRIBED AS FOLLOY+ COMMENCING AT THE INTERSECTION OF THE NORTHWEST CORNER OF LOT 2 IN THE CORPORATE 500 SUBDIVISION AND THE EASTERLY LINE OF METRA RAILROAD; THENCE NORTH 25 DEGREES 16 MINUTES 10 SECONDS WEST ALONG THE EASTERLY LINE OF SAID METRA RAILROAD, 71.04 FEET: THENCE NORTH 32 DEGREES 21 MINUTES 34 SECCNOS WEST, 171 36 FEET TO THE NORTHWEST CORNER OF HEREON DESCRIBED LEASE AREA; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST ALONG THE NORTH LINE OF SAID LEASE AREA. .10D FEL7; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 54.02 FEET TO THE NORTHWEST CORNER CF HEREON DESCRIBED PROPOSED ACCESS / UTILITY. EASEMENT SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE NORTH 41 DEGREES 42 MINUTES 21 SECONDS WEST. 23.55 FEET; THENCE NORTH 48 DEGREES 17 MINUTES 39 SECONDS EAST, B.OD FEET: THENCE SOUTH 41 DEGREES 42 MINUTES 21 SECONDS EAST, 31168 FEET TO A POINT ON THE NORTH UNE OF SAID PROPOSED ACCESS / UTILITY EASEMENT; THENCE SOUTH 9D DECREES 00 MINUTES 00 SECONDS WEST ALONG SAID NORTH UNE, 1072 FEET TD THE PONT OF BEGINNING, CONTAINING 216.93 SQUARE FEET ALL IN LAKE COUNTY. ILLINOIS. L E G E N D PROPERTY LINE ` TiPtCAL SIGN iI$ TELEPHONE VAULT — — — CENTER UNE > FLARED END SECTION CUARDRAa EASEMENT LINE Q CLOSED MANHOLE - -.� GIN NME ANCHOR BUILDING SETBACK ! OPEN CRATE MANHOLE —77s— CONTOUR UNE GYI MEASURED DATA ® EIMOVE GRATE MANHOLE TREE LINE / HEDGE UNE GLITTER FRAME - - -- EDGE CM RECORD DATA CI CALCULATED DATA a VALVE VAULT — + — FENCE LINE /MOUE d FIRE HYDRANT — }-- STORM SEWN ��07 (RAO� �3 • B-SOX / SERNCE VALVE — J-- SANITARY SEWER �mno• v L_-A aaamer,.> '¢- POST UGHT\ GROUND LIGHT —p— CDMao SEWER CONCRETE STREET LIGHT _.�i _ WATE3i SERVICE LINE WATERMAII C93CO TRAFFIC SIGNAL —•c— OVERHEAD ELEC. UNE r ) EVF_RGREEN \STAND TREE- POLE ARM SIGNAL —ort— OVERHEAD TELECO LINE a HANDHOL (aavcc \am,;e) —a— GAS LINE SHRUH Gas' GAS METER LLM TELCO UNE ELECTRIC MEM —tci — US ELECTRIC UNE {L MONRDR WELL T1O O� PEDESTAL(1.1 —, L- e.=bl� )+.+,4t+,+,+, URIUTY MAR0:CS • GAS VALVE UmuTr POLE (WATTOT. GAS, ELEC, ETA) STATE OF ILLINOIS SS COUNT( OF COOK } WE W -T LAND SURVEYING. INC DO HEREBY DECLARE THAT YT HAVE SURwyr- -D THE ABOVE DESCRIBED PROPOSED LEASE AREA AND THAT THIS PLAT IS A CORRECT REPRESENTATION OF SAiD SURVEY GIVEN UNDER OUR HAND AND SEAL THIS IIAOf)'fljP� ' -- JULY AD 2005 AT SCHAUMBURG, ILLINOIS. \� LAND �j» W -T LAND SURVE)lNG, INC. 1. MATIV& p . rMV ILLINOIS PROFE�IONAL DESIGN CO A-jlbN NOILL84C,ISIO1108 /ii.�f ord. o --cn -1b Ex. t5 85M W. Bryn Mawr Ave. Sutie 100 Chicago, lirmois 60631 OrrICE: (773)4.4`54{10 FAX:' (T73) 444 -5500 PROJECT NO- 808689. DRAWN BY, KCB Cw-mm sY• FM FELD WORK. RE11 W -T LAID SURVEYNO. MGC PltprtI ICSRl. RAC iallIDimll A.Ll >NV:I %a0L1V Hu aVxiar m.mrt cm,.iwo.am, .nac NORTH SCALE; T' ! 20' BEARINGS ARE FOR ANtx11AR REFERENCE ONLY AND NOT RE7_ATBD TO TRUE NORTH CH41-3 0 8-5 DEERFIELD WT KEILBIRN ROAD KATES ROAD DE T'0 10, ILLIN L8 BOM6 LAKE 001UNTY SHEET TITLE LAND SURVEY SHEET NL&48M LS -1 OF 2 SHETS zF Are Fa LOCATION MAP t*. u, i z r, - o a - o a �s ,f -vn a/ z m a o � a D a � c- a � o 0 G R A S S G R A S S G R A S S ASPHALT PIN# 16- 33- 107 -049 PRWnw U71V7Y PIN# 16 -33- 300 -004 2ov. 00" �IN 16 -33- 300 -004® bt /�� Z,P P � y lulANHOLE� �T " TELCO PED. P GRASS LIGHT POLE f-"U1Y BOX ! MANHOLE] BR)CK Df `-° 489.93_ ('.) goo** • *00i PIN# 16 -33 -300 -023 G ASS PLAT OF SURVEY a �� Lh;ilj QN� s. pfi�� r C SGHAU i4l5Rfi �jo- VON GRASS G H T PO gR`Ct� g P WATER DRANT VALVE VAUL HAND HOLE C,3 TRAFFIC K A T E S hW- A O 0 WATER VALVE VAUL /-S 722741-E fM67- —rte i .90?.1� 00" 1Y f96. 22741 IP ff8 ar' 74 05 WALL G R A S S S 895916" iN j9. IN# 16 -33- 300 -01 - OGE BRA LOT2 rHE CCRPORA/T 500 RES'UBD /W-7aV i p r� NOTrrM PIN# 16- 33- 300 -013 P 0 N D POLE O 4 TER VALVE VAULT HAND HOLE-, POLE TRAFFIC SIGNAL TRAFFIC SIGNALI p HAND HOLE SIGNAL 1. BENCHMARK - NORTHEAST FLANGE BOLT ON HYDRANT AT THE NORTHEAST CORNER OF THE ENSTING WATER TANK AS SHOWN. ELEVATION = 573-67 (US.G.S_) 2. PERMANENT INDEX NUMBER, - 16 -35- 300 -004 3. LATITUDE N 42'09'19 30' (IM83) LONGITUDE W 8750.4000- (NADB3) 4. THE LOCATION OF UNDERGROUND UTILITIES WAS DETERMINED BY FIELD OBSERVATION AND VIS BLE MARKINGS ONLY 5. FIELD COMPLETED ON 6/10/05 $ THIS SURVEY -WAS PREPARED FOR THE INSTALLATION OF WIRELESS COVUUNICATION EQUIPMENT ONLY 7. THIS SURVEY WAS PREPARED WTH TITLE COMMITMENT NUMBER 5 9 003369 8 DATED MARCH 30, 2005 8. SITE IS LISTED AS BEING IN A ZONE 'X- AREA DETERMINED TO SE OUTSIDE THE 500 YEA ?. Fl_OOOPLAN PER F.EMA, PANEL NUMBER 17037CO236F ErreCllV< SEPTEEMBER 3. 1997. Dm • O- O"7 -I(O Ex.6 5.3of5 -o 050 W. Byn Maw; Ave Sub 100 Chicago, OFulos 60631 OFFICE (773)444 -5400 FAX (773) 444-5500 PRO.ECT NO. 808089 DRAWN BY KCB C}ECm BY. Flat FOD WORK. RETW ff- W-T LAND SURVEYlf0. RIC. r.�c.�n msmn NORTH SCALE: 1- - BO' BEARINGS ARE FOR ANGULAR REFERENCE ONLY AND NOT RELA1= TO TRUE NORTH CH41 -375 DEERFIELD WT KS-MM ROAD KATEB ROAD DEAD. ILLIN .9 80015 LAKE COL}NTY swz TrTLE LAM SURVEY BLOT NuklaE i LS -2 OF 2 SHEECS EXISTING PARKING LOT i EXISTING UTILITY POLE AND TELCO PEDESTAL TO BE 4 UTILIZED. VERIFY FINAL CONNECTION IN FIELD WITH \ <y LOCAL UTILITY COMPANIES. co SEE SHEET E -I cpp EXISTING TRAIN TRACKS TO REt \ \ v2� ♦ \ o_ -v y 4?75 2604S EXIST N9 — BUILDING 1/0i �EXI5TIW- BUILDING 0 EXISTING PARKING LOT UTILITY VERIFICATION NOTE. Rp. EXISTING WATER TANK TO B= r.ONTRAGTOR SHALL VERIFY ALL EXISTING a� BURIED AND 0vLRHEAD- UTILITIES PRIOR TO COAX GABLES MOUNTING SYSTEM FOR ANTENNA MOUNTING, EXCAVATION. CONTRACTOR SHALL REPAIR ALL ON EXISTING TANK LEG TO BE PROPERTY LINE DAMAGED UTILITIES AT HIS OWN COST AND .Mobile EXTERIOR COLOR. COORDINATE ANY REPAIRS )11TH RESPECTIVE C)`d'O�� r� UTILITY COMPANY. SCALE: I' = 50'-0' 8550 W. Bryn Mawr Ave. EXISTING TREES NOTE. ALL COAX GABLES, MOUNT, ANTENNAS, AND ANTENNA. FRAMES SHALL BE PAINTED TO MATCH EXISTING TANK EXTERIOR COLOR Suite100. - Chicago, Illinois 60631 OFFICE: (773)444 -5400 FAX: (773) 444 -5500 TO REMAIN NOTE: ALONG ACCESS Q Q CONTRACTOR SHALL RESTORE TO BE REMOVED DRIVE, SEE SHEET L -1 AND REPAIR ANY DAMAGED — AREAS CAUSED BY CONSTRUCTION Q PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG i ANEW T- MO31LE 12' ACCE55NTILITY EASEMENT NEW T- MOBILE EQUIPMENT ON CONCRETE PAD. SEE SHEET 5 -1 NEW 8' -0" CHAIN LINK FENCE. �—NEW �E55 GATE NEW T- MOBILE SEE SHEET G -10 ACCESS DRIVE SEE SHEET G -86 NEW T- MOBILE ACCESS EASEMENT SEE SURVEY FOR DESCRIPTION SEE G -4 FOR DETAILS. Rp. EXISTING WATER TANK TO B= e a� KELgURt�! COAX GABLES MOUNTING SYSTEM FOR ANTENNA MOUNTING, ON EXISTING TANK LEG TO BE PROPERTY LINE SHROUDED WITH PLASTIC COVER PAINTED TO MATCH EXISTING TANK EXTERIOR COLOR. OVERALL SITE PLAN C)`d'O�� r� EXISTING ACCESS ENTRANCE SCALE: I' = 50'-0' EXISTING TREES /—TO 0 EXISTING TREES NEW LANDSCAPING REMAIN Q TO REMAIN EXISTING TREE ALONG ACCESS Q Q TO BE REMOVED DRIVE, SEE SHEET L -1 — PROPERTY LINE Q i ANEW T- MO31LE 12' ACCE55NTILITY EASEMENT NEW T- MOBILE EQUIPMENT ON CONCRETE PAD. SEE SHEET 5 -1 NEW 8' -0" CHAIN LINK FENCE. �—NEW �E55 GATE NEW T- MOBILE SEE SHEET G -10 ACCESS DRIVE SEE SHEET G -86 NEW T- MOBILE ACCESS EASEMENT SEE SURVEY FOR DESCRIPTION SEE G -4 FOR DETAILS. EXISTING WATER TANK TO B= NOTE: UTILIZED. SEE STRlJGTURALS COAX GABLES MOUNTING SYSTEM FOR ANTENNA MOUNTING, ON EXISTING TANK LEG TO BE EXISTING FENCE TO REMAIN (TYP) SHROUDED WITH PLASTIC COVER PAINTED TO MATCH EXISTING TANK EXTERIOR COLOR. OVERALL SITE PLAN C)`d'O�� SCALE: I' = 50'-0' U III PROPERTY LINE • • O" ='TRUE NORTH AZIMUTH 0° ALPHA SECTOR GAMMA BETA SECTOR SECTOR AZIMUTH 240° AZIMUTH 120° ANTENNA ORIENTATION W -T COMMUNICATION DESIGN GROUP, LLC. �r.m.a� �nusTwcFUw =. �w.M�anacm.m Pk l.�n��. FIJI: �IOTYC6! t- U --m_Is IN r�oaaoivr REGISTERED PROFESSIONAL ENGINEER OF DSP :1] /30 /019WM_rte_I CH41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE OVERALL SITE PLAN SHEET NUMBER C-1 EXISTING MANHOLE TO REMAIN 11 ExISTINr TELCO PEDESTAL TO - BE UTILIZED. VERIFY FINAL CONNECTION IN FIELD NTH ^ LOGAL.UTILITY COMPANIES. SEE SHEET E -1 NEW T- MOBILE ANTENNAS MOUNTED I TO HANDRAIL. (TYP. OF 5 PER SECTOR) —� 1 EXISTING TREE, �r \ TO REMAIN. (TYP) ' o II I 240 DEG. EXISTING RAIL ROAD TRACK5 TO REMAIN. (TY ki \ t _> .t EXISTING SHELTERS TO REMAIN (TYP. + +'• U P. OF 2) 0 EXISTING FIRE HYDRANT TO REMAIN (TYP) NEW COAX RUN UP TANK LEG, SEE SHEET WTMLT -2 NEVI T- MOBILE ICE BRIDGE. SEE SHEET G --I I- ICI WI EXI5TIN9 WATER TANK TO BE UTILIZED. SEE STRUCTURALS FOR ANTENNA MOUNTING. EXISTING TREE TO REMAIN. (TYP) 120 DEG. -NEW T- MOBILE ANTENNAS MOUNTED x TO HANDRAIL. (TYP. OF o EXISTING TREE TO REMAIN. (TYP) 3 PER SEGTOW . EXISTING TREE TO REMAIN. (TYP) EXISTING FENCE TO REMAIN. (TYP) / NEW 17-0' AGCESSAMLITY. EASEMENT. SEE SURVEY FOR DESCRIPTION EXISTING UTILITY POLE TO REMAIN NEW CONDUIT WITH (6) 6 PAIR + 0) 1/4' PULL ROPE FOR TELCO SERVICE. WIRE DD5- 6P24- GU- 59- 5K- -GG. SEE SHEET E -1 NEW WIRE AND CONDUIT PER CODE. END I1SE 15 200A AT 120/240 SINGLE PHASE. MAXIMUM VOLTAGE DROP 15 5 % PER CODE. 5EE SHEET E -1 NEW GRAVEL WITHIN LEASE AREA SEE DETAIL 610-7 NEW 8' HIGH CHAIN LINK FENCE. SEE SHEET G -4 NEW T- MOBILE H- FRAME. SEE SHEET E -1 z O Q O u O LL v W W U) NEW T- MOBILE EQUIPMENT CABINET. SEE SHEET 0-6 NEW GPS ANTENNA MOUNTED TO ICE BRIDGE POST SEE DETAIL 5 /0-1 a COAX GABLES MOUNTING SYSTEM ON EXISTING TANK LEG TO BE SHROUDED WITH PLASTIC COVER ��;IPAINTEVTO MATCH EXISTING TANK EXTERIOR COLOR. NOTE: ALL COAX GABLES, MOUNT, ANTENNAS, AND ANTENNA FRAMES SHALL BE PAINTED TO MATCH WATER TANK. NOTE: CONTOURS REMOVED FOR CLARITY OF SITE DESCRIPTIONS. SEE G -9 NOTE: CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION UTILITY VERIFICATION NOTE: ENLARGED SITE PLAN ��d' ° "O� 110 RRIED AND OVERHEADRUTILITIE5 PRIOR TO 1 S �x g 5,� EXCAVATION. CONTRACTOR SHALL REPAIR ALL SCALE: I' = 20' -0' NORTH DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY REPAIRS WITH RESPECTIVE IITII IN I/�AitDwN T • • MobUe- I 8550 W. Bryn Mawr Ave. Suite100 Chicago, Illinois 60631 OFFICE: (773) 444 -5400 FAX: (773) 444 -5500 PROJECT NO:. T06206 DRAWN BY: TJM CHECKED BY: RJG ff- W-T COMYUIOCATION DESIGN GROUP, I.I.C. � WRAgTWIC. 730a N.140+.Il a—m Acpm.w®a�ro � • • �EXI5TING ,� ` ASPHALT '.��` ��'..' •�: DRIVE TO REMAIN- \ �K ,�;.! "; EXISTING UTILITY POLE TO BE` ' 7 UTILIZED. VERIFY FINAL '�� . .•', I - 9/11/06 ` •I ? 2 CONNECTION IN FIELD WITH / LOCAL UTILITY COMPANIES. �, 1 l FOR RENEW eeepeAaeC6gppLb�a�� e 1 A000,0��4® REGISTER -0 � L� ' PRUE,S.-.aMAL�y a� ENGINEER �a Fp tl- s 0 000060C 000po0�° ,p. siR ae�J : 6 °0 ° -0kSCf7 'R�TRIPMARA PE PM UfiTJSF�PROFESSMM ENGINEER STA'M OF 1=01S UCENSE / 062 - 041405 E*IRES 11130/11ZS01E0: • - • SCCEC SHEET E -1 EXISTING UTILITY POLE TO REMAIN t s1_ •' NEW T- MOBILE ANTENNAS MOUNTED I TO HANDRAIL. (TYP. OF 5 PER SECTOR) —� 1 EXISTING TREE, �r \ TO REMAIN. (TYP) ' o II I 240 DEG. EXISTING RAIL ROAD TRACK5 TO REMAIN. (TY ki \ t _> .t EXISTING SHELTERS TO REMAIN (TYP. + +'• U P. OF 2) 0 EXISTING FIRE HYDRANT TO REMAIN (TYP) NEW COAX RUN UP TANK LEG, SEE SHEET WTMLT -2 NEVI T- MOBILE ICE BRIDGE. SEE SHEET G --I I- ICI WI EXI5TIN9 WATER TANK TO BE UTILIZED. SEE STRUCTURALS FOR ANTENNA MOUNTING. EXISTING TREE TO REMAIN. (TYP) 120 DEG. -NEW T- MOBILE ANTENNAS MOUNTED x TO HANDRAIL. (TYP. OF o EXISTING TREE TO REMAIN. (TYP) 3 PER SEGTOW . EXISTING TREE TO REMAIN. (TYP) EXISTING FENCE TO REMAIN. (TYP) / NEW 17-0' AGCESSAMLITY. EASEMENT. SEE SURVEY FOR DESCRIPTION EXISTING UTILITY POLE TO REMAIN NEW CONDUIT WITH (6) 6 PAIR + 0) 1/4' PULL ROPE FOR TELCO SERVICE. WIRE DD5- 6P24- GU- 59- 5K- -GG. SEE SHEET E -1 NEW WIRE AND CONDUIT PER CODE. END I1SE 15 200A AT 120/240 SINGLE PHASE. MAXIMUM VOLTAGE DROP 15 5 % PER CODE. 5EE SHEET E -1 NEW GRAVEL WITHIN LEASE AREA SEE DETAIL 610-7 NEW 8' HIGH CHAIN LINK FENCE. SEE SHEET G -4 NEW T- MOBILE H- FRAME. SEE SHEET E -1 z O Q O u O LL v W W U) NEW T- MOBILE EQUIPMENT CABINET. SEE SHEET 0-6 NEW GPS ANTENNA MOUNTED TO ICE BRIDGE POST SEE DETAIL 5 /0-1 a COAX GABLES MOUNTING SYSTEM ON EXISTING TANK LEG TO BE SHROUDED WITH PLASTIC COVER ��;IPAINTEVTO MATCH EXISTING TANK EXTERIOR COLOR. NOTE: ALL COAX GABLES, MOUNT, ANTENNAS, AND ANTENNA FRAMES SHALL BE PAINTED TO MATCH WATER TANK. NOTE: CONTOURS REMOVED FOR CLARITY OF SITE DESCRIPTIONS. SEE G -9 NOTE: CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION UTILITY VERIFICATION NOTE: ENLARGED SITE PLAN ��d' ° "O� 110 RRIED AND OVERHEADRUTILITIE5 PRIOR TO 1 S �x g 5,� EXCAVATION. CONTRACTOR SHALL REPAIR ALL SCALE: I' = 20' -0' NORTH DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY REPAIRS WITH RESPECTIVE IITII IN I/�AitDwN T • • MobUe- I 8550 W. Bryn Mawr Ave. Suite100 Chicago, Illinois 60631 OFFICE: (773) 444 -5400 FAX: (773) 444 -5500 PROJECT NO:. T06206 DRAWN BY: TJM CHECKED BY: RJG ff- W-T COMYUIOCATION DESIGN GROUP, I.I.C. � WRAgTWIC. 730a N.140+.Il a—m Acpm.w®a�ro � CH41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER C -2 3 9/11/06 ISSUED PER COMMENTS 2 7/24/06 FOR CONSTRUCTION 1 4/121061 FOR RENEW eeepeAaeC6gppLb�a�� e 1 A000,0��4® REGISTER -0 � L� ' PRUE,S.-.aMAL�y a� ENGINEER �a Fp tl- s 0 000060C 000po0�° ,p. siR ae�J : 6 °0 ° -0kSCf7 'R�TRIPMARA PE PM UfiTJSF�PROFESSMM ENGINEER STA'M OF 1=01S UCENSE / 062 - 041405 E*IRES 11130/11ZS01E0: CH41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER C -2 . ' 0,0 04705 7.4 �p k Yv G G r V /! 7 I o 1 —O— U. Ile I I N I I i I O 1 N ( I ( I I C GEOMETRIC PLAN O(d - o - dt - Ib NORTH e,&. g S. to o� 5' -ni SCALE: f' = 5' -0' NOTE: c COAX GABLES MOUNTING SYSTEM ON EXISTING TANK LEG TO BE SHROUDED WITH PLASTIC COVER PAINTED TO MATCH EXISTING TANK EXTERIOR COLOR. NOTE: ALL COAX CABLES. MOUNT, ANTENNAS, AND ANTENNA FRAMES SHALL BE PAINTED TO MATCH WATER TANK., NOTE: CONTOURS REMOVED FOR CLARITY OF SITE DESCRIPTIONS. SEE C -9 NOTE. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION UTILITY VERIFICATION NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY REPAIRS WITH RESPECTIVE T • -Mobile- I 8550 W..Bryn Mawr Ave. Suite100 Chicago, Illinois 60631. OFFICE: (773)444 -5400 FAX: (773) 444 -5500 P ROJECT N0: 106206 DRAWN BY: TJM CHECKED BY' RJG W -T COMMUHICATION DESIGN GROUP, LLC. ..ma• WwgLAsTpmvTw t —N.mp . M- 48600! ip66e E— Dal0TI4 NicPal�! iNt P:gmrpes 0-Ia Nrd-1 s 1100 E=D4 U CH41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE GEOMETRIC SITE PLAN SHEET NUMBER C-3 3 9/11/06 ISSUED PER CDINENTS 2 7/24/06 FOR C0ISTRUC110N 1 4/12j - FOR REVIEW G @boy n REGISTERED a N: ENSINEER '° v OF ooaoo�� c@ a° "prar.rera`srT` SCOTT R TRIPHAHN PE PIS. UCENSED PROFESSIONAL ENGINEER STATE OF OLNOIS LICENSE { 062 - 041405 E: - IRE311/3Q/QZSUQ+m: CH41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE GEOMETRIC SITE PLAN SHEET NUMBER C-3 Al Rl R3 RS R7 ' rlko �3 c'o O° AZ. A3 RIO RI I R12 L VIN V A A2 R8 R6 4 R2R \O 20 0 ANTENNA ORIENTATION PLAN SCALE: NONE 2 NORT NOTE: ALL COAX CABLES. MOUNT, ANTENNA5,AND ANTENNA FRAMES SHALL BE PAINTED TO MATCH WATER TANK. NOTE: CONTOURS REMOVED FOR CLARITY OF SITE DESCRIPTIONS. SEE C -9 NOTE: CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION UTILITY VERIFICATION NOTE: CONTRACTOR SHALL VERIFY ALL - EX15TI146 BURIED AND OVERHEAD UTILITIES PRIOR TO EXCAVATION. CONTkACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN C05T AND COORDINATE ANY REPAIRS WITH RESPECTIVE UTILITY COMPANY. 6 N to i 1 ty O + 1 + 1 r Z + W UJI + Z Z W a w w � g W -I �1 J W � � Z F O n Z EXISTING VILLA E OMNI ANTENNAS TO REMAIN NORTH TOWER ELEVATION SCALE: I'= 20' -0' NEW T- MOBILE ANTENNAS RRb5- 14 -02DP. (TYP. OF 3 PER SECTOR) 5EE C-5 EXISTING TANK CATWALK WITH HANDRAIL TO REMAIN EXISTING TANK LADDER TO REMAIN TO REMAIN NEW COAX RUN UP TANK LE6 SEE SHEET WTMLT -2 NOTE: COAX CABLES MOUNTING SYSTEM ON EX15TIN67 TANK LE6 TO BE SHROUDED WITH PLASTIC COVER PAINTED TO MATCH EXISTING TANK EXTERIOR COLOR- NOTE- ALL COAX -CABLES. MOUNT, ANTENNAS, AND ANTENNA FRAMES SHALL BE PAINTED TO MATCH TANK EXTERIOR. NEW T- MOBILE-ICE BRIDGE SEE SHEET r---T NEW T- MOBILE EQUIPMENT CAESINETS ON CONCRETE PAD, SEE 5HEET -C-6--j NEW 8' CHAIN LINK FENCE. SEE C -9 pad. o- p-7 -I(P T • sMobilel I 8550 W. Bryn MawrAve. Suite100 Chicago, Illinois 60631 'OFFICE: (773) 444 -5400 FAX: (773) 444 -5500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG m -a W -T COYYUNICATION DESIGN GROUP, LLC. 1NS:aats memAsTmeTum �W. N:p�N�6sm e3 x�,nEee -srs mm Rc R:n�o1�e c�cR::Imsaoes p- l Nw 164O0110: WDYdo9/ ♦ °b/� l� ' ��d1 p61 J o°f�e##33o�cO1�°oegqeo5Featol1�Ge i ` 2i�CSuS7;Ri e o® -app SCOTT R TTRPKAHN PE. PLS. UCENSEO. PRWESSIM& ENGINEE1i STATE OF 4UNaS UaNSE / 062 - 041405 EIAIRES: 11/3Q/42. MM: --� —�— CH41 -375 . DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE ELEVATION SHEET NUMBER C-4 SECTOR COLOR ANTENNA REFERENCE . FUNGTTON SECTOR COLOR ANTENNA REFERENCE FUNCTION SECTOR COLOR ANTENNA REFERENCE FUNCTION (A) O e AZ. i RED Al MAIN TX1 /RX MAIN (B) AZ. 1 BLUE 51 MAIN TX1 /RX MAIN (6) AZ. e i WHITE G1 MAIN TX1 /RX MAIN 2 RED A2' S_ ECONDARY TX2/RX DIVERSITY 2 BLUE B2 SECONDARY TX2/RX DIVERSITY WHITE 02 SECONDARY X2/RX DIVERSITY 3 RED A) RESERVE TX3 3 BLUE B1 RESERVE TX3 3 WHITE 61 RESERVE TX3, 4 RED A2' RESERVE TX4 4 BLUE 52 RESERVE TX4 WHITE G2 RESERVE TX4 5 RED A3 RESERVE TX5 BLUE 53 RESERVE TX5 WHIT C3 RESERVE TX5 6 RED A3 RESERVE TX6 6 BLUE 53 RESERVE TX15 6 MITE G3 RESERVE TX& -7 RED A4 NOT USED TX-7 BLUE 54 NOT U5EV -1/7 l NHITE 04 NOT USED b Ran A4 NOT U5ED TXb - BLUE B4 NOT USEP TXb S 1LHi TE Ga NOT USED TX8 MAIN LiNE COAX FROM ANTENNA'JUMPER TO RADIO CABINET GABLE SiZE 810920 -001 1 5/8' GABLE WAVE 230 ft. MAIN LINE COAX FROM ANTENNA JUMPER TO RADIO CABINET GABLE SIZE GABLE WAVE MAIN LINE COAX FROM ANTENNA JUMPER TO RADiO CABINET GABLE SIZE GABLE WAVE 810920 -001 7/8+ 9 0 ft. 810920 -001 1 5 /8+ 230 ft. JUMPER GABLES FROM RADIO TO MAIN TRANSM1551ON LINE GABLE SIZE GABLE LENGTH JUMPER CABLES FROM RADIO TO MAIN TRANSMISSION LINE GABLE SIZE GABLE LEN6TH JUMPER GABLES FROM RADIO TO MAIN TRANSMISSION LINE GABLE SIZE GABLE LENGTH 815458008P 1/2 +. 8 ft. 815458008P 1 /2e 8 ft. 815458008P 1/2' e ft. JUMPER GABLES FROM MAIN TRANSM155i01-4 LINE TO ANTENNAS GABLE SIZE GABLE LEN6TH JUMPER GABLES FROM MAIN TRANSMISSION LINE TO ANTENNAS GABLE SIZE GABLE LEN6TH JUMPER GABLES FROM MAIN TRANSMISSION LiNE TO ANTENNAS GABLE SIZE GABLE LENGTH 815396006P 1/2e 6 ft. 815396006P 1/2+ 6 ft. 815396006P 1/2' 6 ft. COAX CABLE CHART" D 24' OFA THE CEND OFBEACHHCABLEEWi�THK22'' NIDEIN NOTEe ALL ANTENNAS TYPE -EMS DR- 65 -19 -02 P5 SCALE NOnF VINYL TAPE THiS INCLUDES ALL JUMPERS AND MAIN LINE COAX GABLE. NOTE: ALL COAX GABLE SHALL BE MARKED WITHIN 24° OF THE END. OF'EACH GABLE WITH 2° W1DE VINYL TAPE THiS INCLUDES ALL JUMPERS AND MAIN LINE COAX GABLE. O °'AZ. Al A3 A2 R 1 ra? R3 R555? R6 R4 ;i5? R2 SECTOR A ( RED) e / S^ A O1� P , �j`8� c 0 �� Z� J �g NOTE: FOR ADDITIONAL INFORMATION SEE CHART ABOVE. COLOR CODING SCALE. NONE � e$ CONTRACTOR TO VERIFY ANTENNA TYPE. DOWNTILT AND AZIMUTH PRIOR TO INSTALLATION. W/IE6 RF APPROVAL FORM I( Bf N B1 CONTRACTOR SHALL PAINT ANTENNA, ANTENNA MOUNTS AND HARDWARE TO MATCH EXISTING EXTERIOR BUiLDIN6. I N r FRONT ViEN W TOP VIEW MFG: EMS EMS DR- 65 -19 -02 P5 (REFER TO COAX CHART) 2.15° 51DE VIEW PANEL ANTENNA 5 SCALE: NONE 1 . FAG i L I TY 15 UNMANNED AND NOT FOR HUM)-N F L, Z! TAT T. ON ( HAND I CA00rD ACCESS NOT REQU I RED) , 2.FACiLiTY HAS NO PLUMB iN6. . 3.F.AGILiTY WILL BE.INDEPENDENTLY POWERED WITH SEPARATE METER. 4. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD GRENS EXPERIENCED IN THE ASSEMBLY' AND. ERECT ION OF RADIO ANTENNAS, TRANSM1597ON LINES, AND SUPPORT STRUCTURES. 5.CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND PRACTICE ALL O.S.H.A. SAFETY 6UIDELiNES WHILE PERFORMING SERVICE FOR COMPANY. 6.WHERE A ANTENNA MOUNTiN6 STRUCTURE DOES NOT HAVE A PERMANENT FALL PROTECTION SYSTEM, THE CONTRACT COMPANY 15 RESPONSIBLE FOR PROViDIN6 A SUITABLE SYSTEM FOR ITS EMPLOYEES. 1.CONTRACTOR SHALL PERFORM A SAFETY 1NSPEGTION PRIOR TO COMMENGIN6 ALL WORK ACTIVITIES AT A COMPANY LEASED OR OWNED SITE. COMPANY SHOULD BE IMMEDIATELY NOTIFIED OF SAFETY HAZARDS) FOUND DURIN6 THE IN5PECTTON THAT COULD CAUSE BODILY HARM OR ENDAN6ERMENT TO LIFE OR THAT COULD CAUSE DAMA6E TO PROPERTY, ALL WORK SHALL BE HALTED UNTIL SUCH TIME THE REPORTED SAFETY HAZARD CORRECTED. THE SAFETY HAZARD, IF POSSIBLE, SHOULD BE CORRECTED BY THE CONTRACTOR WHILE ON SITE, AFTER THE CONTRACTOR. HAS NOTIFIED COMPANY OF THE HAZARD AND HAS RECEIVED APPROVAL FROM COMPANY TO PERFORM THE CORRECTION. B.DESIGN REGUI REMENTS PER CURRENT LOCAL BUILDING CODE5 AND THE TIA/EIA -222 -F STRUCTURAL STANDARDS FOR ANTENNA AND ANTENNA 5UPPORTIN6 STRUCTURES. REFER TO STRUCTURAL PA6E5 /REPORT FOR WIND SPEED /PRESSURES. Cl. INFORMATION SHOWN ON THESE DRAWIN69 WAS OBTAINED BY. FIELD MEASUREMENT AND FROM THE EXISTING STRUCTURAL PRANIN65: THE 6ENERAL CONTRACTOR SHALL VERIFY ALL EXISTIN6 CONDiTi.ONS AND NOTIFY THE ARCHITECT /EN6iNEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROGEEDIN6 WITH CON5TRUGTTON, 10.THE 6ENERAL CONTRACTOR AND HI5 SU5CON5ULTANT5 SHALL' BE RESPONSIBLE FOR OBTAININ6 ALL PERMITS AND INSPECTIONS WHTCH MAY BE REQUIRED FOR THE WORK. Ii.STRUCTURAL STEEL SHALL CONFORM TO THE AiSG SPECIFICATIONS FOR STRUCTURAL STEEL BUILDiN65 - ALLOWABLE STRE55 DES16N , 9TH EDITION AND PLASTIC DE5i6N iNGLUDIN6 THE COMMENTARY AND THE AI56 CODE OF STANDARD PRACTICE. 12 STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUGTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 6RADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DiP 6ALVANIZED AFTER FABRICATION. 13- KELDIN6 SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDiN6 SOCIETY (AWS) P.1.1 -92. STRUCTURAL KELP 1N6 CODE - STEEL WELD ELECTRODES SHALL BE E-IOXX. 14 ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A301 OR A5TM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMIN6 SHALL CONFORM TO A5TM A325. FASTENERS SHALL BE 5/8 INCH MIN. DIAMETER 5EARIN6 TYPE CONNEGTiONS HITH THREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE 6ALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTi KWIK BOLTS UNLESS OTHERWISE NOTED. 14.ALL COAXIAL GABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND i5 NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURN15H ALL CONNECTION HARDWARE REQUIRED TO SECURE THE GABLES. C.ONNEGTiON HARDWARE SHALL BE STAINLESS STEEL. 15.NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR . SHALL VERIFY TRUE NORTH AND INFORM ARCHITECT /ENGINEER OF ANY DISCREPANCY BEFORE STARTIN6 CONSTRUCTION 16.CONTRACTOR HILL BE REQUIRED TO SUBMIT A 'VERIFICATION OF INSTALLATION' LETTER. UPON COMPLETION OF INSTALLATION iNCLUDIN6 PHOTO DOCUMENTATION. 11.CONTRACTOR SHALL VERIFY FINAL AZIMUTH WITH R.F. EN61NEER PRIOR TO INSTALLATION. PROJECT NOTES m 5-'ALE. NONE 0 rd,. 0 -0"1 -1 , ey 6 53 Of T = -Mobile 8550 W. Bryn Mawr Ave. SuitelOD . Chicago, Illinois 60 631 OFFICE: (773)444 -5400` FAX:. (773) 444 -5500 PROJECTNO: T06206 DRAWN BY: TJM CHECKED BY: RJG W -T COI"AMATION DESIGN GROUP, LLC. •nm.sr a T,410T." �o+c�.,damoas nc Mn.�+ t+�cwn CH41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE COAX CABLE CHART DETAILS & NOTES SHEET NUMBER C-5 3 9/11/06 IM PER CODUENTS 2 7/24/D6 FOR CWSIRUCTION 1 14/12/061 FOR REVIEW PROFESSFONAL g e °off Epira n 4 OF 01 •O'�1F'�� cab SC&raR. eHNUFvE PLS. UCENSED PROFESSONAE ENGNEER STATE OF IWNOIS UCD4SE # 062-041405 EXPIRES: 11 /3C/MGNED: CH41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE COAX CABLE CHART DETAILS & NOTES SHEET NUMBER C-5 BOLT TO BRIDGE 192 AWG SOLID :11MPER (CADWELD) NEW 24' MTS WAVE GUIDE CHANNEL OR EQUAL r-2- 9I I I l —ICE BRIDGE PIPE uJ I Ld / SUPPORT FOUNDATION u.I n / SEE THIS SHEET # 2 AWG, CADWELD TO GROUND RING (TYP) H12.- 18 —T EXISTING GRADE ELEV. 0'-0° 5 -p5 VERT. B/PO5T FOOTING ELEV. -4' -0' #3 TIES ® 12' O.G. 5' #5 VERT. BARS LA 7i. TO GROUND ICE BRIDGE 2 POST FOUNDATION 3 SCALE. NONE SCALE. NONE 1 NEW MAIN COAX GABLE 24' ICE BRIDGE COAX GABLE PV SNAP H CABINET TO SECTOR "A" TYPE DOUBLE LEVEL IN GABLE HANGERS x O SECTION MAXIMUM GABLE SPAN EXISTING w TOWER LEG O NEVI MTS VERTICAL x NEW MAIN COAX GABLE TRAPEZE SECTION ►- SECTOR 'B' ANTENNAS r OR EQUAL. BE ATTACHED TO IGE SECTION BRIDGE BEFORE TO 40SK (MIN). PER I.D.O.T. STD. X MEIN LOWER NEW MTS HORIZONTAL GROUND BAR. TRAPEZE SECTION OR EQUAL. ui FUTURE 9I I I l —ICE BRIDGE PIPE uJ I Ld / SUPPORT FOUNDATION u.I n / SEE THIS SHEET # 2 AWG, CADWELD TO GROUND RING (TYP) H12.- 18 —T EXISTING GRADE ELEV. 0'-0° 5 -p5 VERT. B/PO5T FOOTING ELEV. -4' -0' #3 TIES ® 12' O.G. 5' #5 VERT. BARS LA 7i. TO GROUND ICE BRIDGE 2 POST FOUNDATION 3 SCALE. NONE SCALE. NONE 1 NEW MAIN COAX GABLE 24' ICE BRIDGE FROM PRIMARY BTS #1 HANGER BRACKET CABINET TO SECTOR "A" TYPE DOUBLE LEVEL ANTENNAS CHANNEL /16° BRIDGE SECTION MAXIMUM GABLE SPAN EXISTING 4' -0• TYP TOWER LEG O SUITABLE UND15TL RBED 5UBGRADE, NEW MAIN COAX GABLE FROM 51-5 #2 CABINET TO - IUMPERS SECTOR 'B' ANTENNAS NEW GROUND BAR TO OR UNSUITABLE.MATERIAL, COMPACT BE ATTACHED TO IGE SECTION BRIDGE BEFORE TO 40SK (MIN). PER I.D.O.T. STD. GABLE BEND ' MEIN LOWER NOTE: GROUND BAR. II Iu FUTURE EXPAN510M 3' O.D. SUPPORT POST + BRACKET GUT P05T LENGTH TO SUIT NOTE: COAX GABLES MOUNTING SYSTEM CONCRETE PIER (TYP) ON EXISTING TANK LEIS TO BF- SHROUDED KITH PLASTIC COVER PAINTED TO MATCH EXISTING TANK EXTERIOR COLOR. ICE SCALE, BRIDGE ELEVATION DETAIL NONE . 42 WAVEGUIDE BRIDGE . NEW 4' THICK (MIN) CA-6 STONE CHANNEL (TYPICAL) MEIN 4' THICK (MIN) CA--T STONE `KIT NUDE TRAPEZE SLOPE TO MAINTAIN POSITIVE KIT 30. DRAINAGE, COMPACT TO 40% PER / --rte i D.U.T. STANDARDS NOTE, G°NTRAGTOR MAY USE T-MO51LE APPROVED EQUAL. YARD GRAVEL DETAIL 6 SCALE: NONE ICE BRIDGE DETAIL 6PS ANTENNA, 18° SCALE, NONE ABOVE TOP OF MOUNT. 1 -1/4 ' SGHED 40 X 16" LN5 MIN. SS OR 6ALV.PIPE PIPE GAP GABLE TO PIPE 6ND II K1 T,BURNDY TYPE 6AR II K2 AW6 BCH —MEN GPs I I ANTENNA II 24' ICE BRIDGE LNE46 MIL MIRIFI 500 WEED CONTROL FABRIC OR APPROVED EQUAL, VERTICAL TRAPEZE APPROVED BY G.M. ( YARD AREA ONLY) SECTION O I O SUITABLE UND15TL RBED 5UBGRADE, HORIZONTAL REMOVE ALL ORGANIC MATERIAL - IUMPERS TRAPEZE OR UNSUITABLE.MATERIAL, COMPACT SECTION BTS PLINTH (TYP) TO 40SK (MIN). PER I.D.O.T. STD. 3-' TO 10-" U NOTE: (INHERE NEEDED) 3' O.D. POST (TYPICAU WEED CONTROL FABRIC SHALL BE L15ED UNDER ALL AREAS OF THE YARD, AS NOTED ON SITE PLAN. NOTE, G°NTRAGTOR MAY USE T-MO51LE APPROVED EQUAL. YARD GRAVEL DETAIL 6 SCALE: NONE ICE BRIDGE DETAIL 6PS ANTENNA, 18° SCALE, NONE ABOVE TOP OF MOUNT. 1 -1/4 ' SGHED 40 X 16" LN5 MIN. SS OR 6ALV.PIPE PIPE GAP GABLE TO PIPE 6ND II K1 T,BURNDY TYPE 6AR II K2 AW6 BCH —MEN GPs I I ANTENNA II MELDED PIPE TO PIPE CLAMP 'MT5' #55 -510 OR EQUAL ANTENNA MOUNT PIPE SEE SITE PLAN GABLE TO PIPE GROUND KIT; 5URNDY TYPE GROUND . 1. THE 6P5 ANTENNA MOUNT 15 DESIGNED TO r FASTEN TO A STANDARD 1 -1/4' VIA., 5CH.40 l 6ALVANIZED OR STAINLESS STEEL PIPE. THE PIPE MUST BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MIN. OF 161) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH PERPENDICULAR GUT. THE GUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE 6A5KET ATTACHED TO THE ANTENNAS MOUNT 2. THE MOUNTIN6 PLATE SHALL BE FABRICATED AS 5HONN AND ATTACH TO THE APPROPRIATE SUPPORT STRUCTURE USIN6 U- BOLTS. THE SUPPORT PIPE FOR THE 6P5 SHALL BE MOUNTED USIN6 OVERSIZED U -BOLTS TO ALLON ADJUSTMENT. IT 15 CRITICAL THAT THE 6PS ANTENNA 1'S MOUNTED NITHIN 2' OF VERTICAL AND THE BASE O- THE ANTENNA 75 NEATHERPROOFINIS KIT, ANDREN 0221213,OR EQUAL. VERIFY KITH PRO.JEGT MANA6ER 1/2 "% %124 COAX GABLE (OR EQUAL) MIN. BENDIN6 II RADIUS PER MF6'5 SPECIFICATIONS #6 6ROUNDIN6 KIT GABLE ( PROV I DE:D N/ K 1 T) #2 A4116 BC4 TO TONER 6ROU1,D BAR, CONNECT KITH CADNELD CONNECTOR 11 TO 6RJUND TO GROUND 4' (MIN) (MIN) 3. INSTALL 6P°' ANTENNA AS SPECIFIED ON SITE PLAN. IF INSTALLIN6 ON ICE/ GABLE BR1D6E ENSURE THAT 6PS 15 A MINIMUM OF 10' ABOVE 6RADE, ON THE FURTHEST POST FROM THE TONER TO ATTAIN MAXIMUM COVERAGE. 4. CONTRACTOR SHALL ENSURE THE 6r-'o ANTENNA HAS THE REQUIRED FULL EXPOSURE TO THE SOUTHERN HEMTSPHERE/ HORIZON NI THIN 2' LEVEL. r GPS ANTENNA SCALE, NONE T • •TVlobiler 8550 W. Bryn MaVrAve. Suite100 . Chicago, Illinois 60631 OFFICE: (773)444 -5400 FAX: (773)444 -5500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG W-T C 1111NMATION DESIGN GROUP, LLC. .nma. ww.r,wK,uwi �x.w®e. ro�emons �on.,em..,mc+rs nc p,n.�,mswrr r_ lEaa_Nd 154rr113 E� N=W PER KIP a° L ...... OIL, 0 SCOTT R 7RIPMANN PE. PLS. LICENSED PROFESSIONAL ENGINEER STATE OF ILLINOIS UCMSE / 062 - 041405 EXPIRUM.. _U/30/=01m: C H41 -375 DEERFIELD WATER TANK . KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE CODUTY SHEET TITLE ICE BRIDGE DETAILS SHEET NUMBER C-7 24' ICE BRIDGE GUT CHANNEL LENGTH TO SUIT X f O I O BTS, - IUMPERS MAIN. BTS PLINTH (TYP) MELDED PIPE TO PIPE CLAMP 'MT5' #55 -510 OR EQUAL ANTENNA MOUNT PIPE SEE SITE PLAN GABLE TO PIPE GROUND KIT; 5URNDY TYPE GROUND . 1. THE 6P5 ANTENNA MOUNT 15 DESIGNED TO r FASTEN TO A STANDARD 1 -1/4' VIA., 5CH.40 l 6ALVANIZED OR STAINLESS STEEL PIPE. THE PIPE MUST BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MIN. OF 161) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH PERPENDICULAR GUT. THE GUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE 6A5KET ATTACHED TO THE ANTENNAS MOUNT 2. THE MOUNTIN6 PLATE SHALL BE FABRICATED AS 5HONN AND ATTACH TO THE APPROPRIATE SUPPORT STRUCTURE USIN6 U- BOLTS. THE SUPPORT PIPE FOR THE 6P5 SHALL BE MOUNTED USIN6 OVERSIZED U -BOLTS TO ALLON ADJUSTMENT. IT 15 CRITICAL THAT THE 6PS ANTENNA 1'S MOUNTED NITHIN 2' OF VERTICAL AND THE BASE O- THE ANTENNA 75 NEATHERPROOFINIS KIT, ANDREN 0221213,OR EQUAL. VERIFY KITH PRO.JEGT MANA6ER 1/2 "% %124 COAX GABLE (OR EQUAL) MIN. BENDIN6 II RADIUS PER MF6'5 SPECIFICATIONS #6 6ROUNDIN6 KIT GABLE ( PROV I DE:D N/ K 1 T) #2 A4116 BC4 TO TONER 6ROU1,D BAR, CONNECT KITH CADNELD CONNECTOR 11 TO 6RJUND TO GROUND 4' (MIN) (MIN) 3. INSTALL 6P°' ANTENNA AS SPECIFIED ON SITE PLAN. IF INSTALLIN6 ON ICE/ GABLE BR1D6E ENSURE THAT 6PS 15 A MINIMUM OF 10' ABOVE 6RADE, ON THE FURTHEST POST FROM THE TONER TO ATTAIN MAXIMUM COVERAGE. 4. CONTRACTOR SHALL ENSURE THE 6r-'o ANTENNA HAS THE REQUIRED FULL EXPOSURE TO THE SOUTHERN HEMTSPHERE/ HORIZON NI THIN 2' LEVEL. r GPS ANTENNA SCALE, NONE T • •TVlobiler 8550 W. Bryn MaVrAve. Suite100 . Chicago, Illinois 60631 OFFICE: (773)444 -5400 FAX: (773)444 -5500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG W-T C 1111NMATION DESIGN GROUP, LLC. .nma. ww.r,wK,uwi �x.w®e. ro�emons �on.,em..,mc+rs nc p,n.�,mswrr r_ lEaa_Nd 154rr113 E� N=W PER KIP a° L ...... OIL, 0 SCOTT R 7RIPMANN PE. PLS. LICENSED PROFESSIONAL ENGINEER STATE OF ILLINOIS UCMSE / 062 - 041405 EXPIRUM.. _U/30/=01m: C H41 -375 DEERFIELD WATER TANK . KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE CODUTY SHEET TITLE ICE BRIDGE DETAILS SHEET NUMBER C-7 WOVEN WIRE FENCE 04 1/2 6A. MIN, MAX 6-' MESH SPACING) WITH FILTER CLOTH OVER --� FLOW 36" MIN. FENCE POST EMBED FILTER "N CLOTH MIN. 6" Z ^ INTO GROUND. �\ NOTE: WOVEN WIRE FENCE TO BE POSTS: STEEL EITHER TOR U FASTENED SECURELY TO TYPE OR 2" HARDWOOD. FENCE P05T5 WITH WIRE FENCE: WOVEN WIRE, 14 GA. 6" TIES OR STAPLES. MAX. MESH OPENING. NOTES FILTER CLOTH: FILTERX, MIRAFI IOOX, FILTER CLOTH TO BE STA51LINKA T14ON OR FASTENED SECURELY APPROVED EQUAL. WOVEN WIRE FENCE NI WITH TIES SPACED EVERY 24" AT TOP FILTER FENCE 2 AND MID SECTION.. SCALE, N.TS. NOTE: CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE SITE. TEMPORARY 501L EROSION CONTROL FILTER FENCE, SEE DETAIL 2 it JJJ 15,50_ / ' \ 575.00 } 516.0 ril T/F 5,,.75 / GRADING PLAN Gnv�dQ,o SCALE: I' = 10' -0' T • Mobile -r I 8550 W. Bryn Mawr Ave. Suiteloo Chicago, Illinois 60631 OFFICE: (773)444 -5400 FAX: (773) 444 -5500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG ff- W—T COMMUIOCATION DESIGN GROUP, I.I.C. rotux" � zmow.� m.twsaas ncwn.�e vuepwlexaw n.U— NdIM- MIwEWW3 r 00� ®9� ppeoeeap� � °O�'x 0 6 Fo0C69n "es�B800 SCOTT p TRIPFII)IN Tr.. PLS. UCENSED PRMESSONAL ENGINEER STATE OF IUINOIS UCENSE / 082 - 041405 EXPIRES: 11 /32/M NED.- C H41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET ITRE GRADING PLAN SHEET NUMBER C-8A OF NEW SCALE _ N 1 x _ 583.0 X 584.0 / // �/ / 585.0 xm/ VARIES 1" SLOPE 3/4" PER. FT. PER PLAN > D D 114 RE -BARS e D _ 0 2" CA -6 REMOVE ALL UNSUITABLE SUBGRADE AND REPLACE WITH SUITABLE MA TRIAL DEPRESSED CURB ,1 SCALE: N.T5. 4 ..e 2 as a Imm Inv 1 - �� - EXISTING'RIDGE NEW GATE, SEE SHEET G -10 58b.0 561 . SAWCUT AND REMOVE EXI5TING SIDEWALK, REPCXR.NEW WALK DOWN TO NEW DEPRE55ED CURB GRADE GRADING PLAN 8" PORTLAND CEMENT CONCRETE 4" ill REMOVE ALL UNSUITABLE SUBGRADE AND REPLACE WITH SUITABLE MATERIAL 6"x6" WOVEN WIRE MESH CONCRETE PAVEMENT SCALE. N.T5. 3 585.0 ° 7s1 --�c1 SAWCUT AND REMOVE EXI5TIN& CURB AND 2'-0° STRIP OF ASPHALT FOR CLEAN CONSTRUCTION BREAK ASPHALT PAVEMENT T06206 BY GENERAL DRAWN BY: CONTRACTOR CHECKED BY: TACK COAT 1 1/2" BITUM. SURFACE 1 1/2" BITUM. BINDER PRIME COAT °OOO ° ° °Op ooe000 �° 6 ° °eo 0.5 5 GAL. PER 50. YARD- 5" CA-b ��° o °off ° °ooO o ee °000aoo°e e° oeo° o REMOVE ALL UNSUITABLE SUBGRADE AND REPLACE WITH SUITABLE MATERI 3 9/11/061 ISAIED PER OOL DnS ASPHALT PAVEMENT 7/24/061 � T. SCALE. N.T5. 1, FOR _KNIE:W . T • ,Mobile- 8550 W. Bryn Mawr Ave. Suite100. Chicago, Illinois 60531 OFFICE: (773) 444 -5400 FAX: (773) 444 -5500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG W -T COMMUMCATION DESIGN GROUP, I.I.C. .r.mir w�u.neKtw as�ow. rigp. uvamnas "mm, Fao,., mama AcPm�ca�s r�cpglasmns o� a aaw-r eaun�mxmo:x ae CH41 -375 DEERFIELD WATER TAN K KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TRLE GRADING PLAN SHEETNUMSER C-8B 3 9/11/061 ISAIED PER OOL DnS 2 7/24/061 FOR MTRUCTIT 1 4/12/06 1, FOR _KNIE:W :M.. - Es: gaQo�o F" °4 �O S4 Q p�g(�pry O? /� 16 O� SCOTT R. TRi PE PLS. LICENSED PROFE540NAL ENGINEER STATE OF UNBS LICENSE / 062 - 011405 EMPIRES: 11/30 /MGN D: CH41 -375 DEERFIELD WATER TAN K KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TRLE GRADING PLAN SHEETNUMSER C-8B SECTION C -C SCALE: N.T.S. 4 12' -0" ACCESS ROAD GATE 1 SCALE: N.T.S. 3--0 3/8" STL R 1 5/8" �3 "0 n 2"0 3/8" STL R 3/8" ROD 1/8" STL FL BOX 1 5 /B° WITH NO BOTTOM 4- 2 "0 3/8" ROD 1 1/2" 1/8" STL FL BOX 1/4" STL FL WITH WITH NO BOTTOM 3/4 "x 3" SLOT SECTION SECTION DETAIL 5 SCALE: N.T.S. NOT USED SCALE: N.T.S. 0 SECTION A -A 2 SCALE: N.T.S. 5/8 "0 HOLE It 3/5- TH'K. 4 "0 ///"` SEE DETAIL A -A SEE DETAIL E .d . I 3 "0 GATE POST 2 0 4" 1/8" THICK x 3" WIDE GALV. 1EM4 1/2-0 ° FILL WITH 'CONC. SEE DETAIL POST & WELDED ALL AROUND & DOME TOP TO 3 "0 C -C • • SHED WATER. ° - -' f � 1/8" THICK x 3° WIDE GALV. ROLLED TO FIT 3.0 GATE A- ACCESS ROAD POST & WELDED ALL AROUND .: w/ 1/8" FILLET LLET WE LD I� 3 "0 GATE POST CONCRETE k-.-CONCR ETE SECTION C -C SCALE: N.T.S. 4 12' -0" ACCESS ROAD GATE 1 SCALE: N.T.S. 3--0 3/8" STL R 1 5/8" �3 "0 n 2"0 3/8" STL R 3/8" ROD 1/8" STL FL BOX 1 5 /B° WITH NO BOTTOM 4- 2 "0 3/8" ROD 1 1/2" 1/8" STL FL BOX 1/4" STL FL WITH WITH NO BOTTOM 3/4 "x 3" SLOT SECTION SECTION DETAIL 5 SCALE: N.T.S. NOT USED SCALE: N.T.S. 0 SECTION A -A 2 SCALE: N.T.S. 5/8 "0 HOLE It 3/5- TH'K. 4 "0 ///"` WELD NUT TO BOLT, ALLOW SUFFICIENT CLEARANCE BETWEEN NUT & 3/8" FL TO PERMIT GATE TO ROTATTEE .d . 3 "0 GATE POST 1/8" THICK x 3" WIDE GALV. 1EM4 ROLLED TO FIT 3 "0 GATE POST & WELDED ALL AROUND W/ 1/8- FILLET VELD STL R- CAP c io I I r7 M -6" SECTION B -B Ord• o— a1 -(co 3 Fx •8 g. l o� S SCALE: N.T.S. T E •Mobiles 8550 W. Bryn Mawr Ave. Suite100 Chicago, Illinois 60631 OFFICE: (773)4445400 FAX: - (773) 4445500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RUG m -a . W -T COMMUNICATION DESIGN GROUP, LLC. mow.�ppn "basaum Holy— Ec"Y, eh� � Hlt �{Tj�W.®5 FNC WTI QSL06S Luo No..: 18400110 E*OY30.R7 OM o IDmMTm14MGmxRSOl0161 -eys ' ML 7 V.IA .. 0o- t�."0'd F»l "ce� ,3'.4. On .i. SESf —v R® IRmii) R PE PLS UCENSED PROFESSIONAL ENGINEER STAiE OF 1 N- LICENSE }062— Ot1405 E7a'IRES: — U/3Q/QZ924E0: .CH41 -375 DEERFIELD WATER TANK KATES AND KELBUPN STREET 'DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE PIPE GATE DETAILS SHEET NUMBER C -10 W1111111WI EX5ITIN6 TREE TO BE REMOVED NOTE: ALL COAX CABLES, MOUNT, ANTENNAS,AND ANTENNA FRAMES 5HALL BE PAINTED TO MATCH WATER TANK. NOTE: CONTOURS REMOVED FOR CLARITY OF SITE DESCRIPTIONS. SEE G -9 NOTE: CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION UTILITY VERIFICATION NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY REPAIRS WITH RE5PECTIVE UTILITY COMPANY. C7 STING ASPHALT 'E-% ROAD U0, 0 NEW ASPHALT ACCE55 DRIVE SEE DETAIL 2/0-8B NE1N 12' -0' ACCESS EASEMENT LANDSCAPE PLAN SCALE: I' = 15' -0' NORTH NEW 12' -01 WIDE ACCESS GATE - rrcuc.c --ns TYP. OF =T L -2 —0 EXISTING SIDEWALK ! ! EXISTING SIGN ! TO REMAIN EXISTING CURS TO BE 5AWCUT, SEE DETAIL 4/C -55 c << I 1 LANDSGAPE SGHEDULE NO. MATERIAL SCIENTIFIC NAME HT. SPACING ROOT BALL MAT eIRF HEIGHT GALIF�ER MATURE SPREAD 6 SLUE SPF4r-E Pic--a punaerts b' -0' MIN 10' -20' RB '1'71 -60' - - O rd• o -o"� - loo T a - M6bile- 8550 W. Bryn Mawr Ave. Suite100 Chicago, II[inois 60631 OFFICE: (773) 444 -5400 FAX: (773) 444 -5500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG W -T COMMWUCATION DESIGN GROUP, LLC. � w�unaietu�s x�ow.Mye. �smoes Plk W>)� FIJI WII RSOGGS weal- p I d U- N-- 134-MIM E. W=07 �` I �i;ativ'dL2� eB3 f�� do SCOTT R- 'RtIRr PE PLS UCENSED PROFE590NAL ENGINEER STATE Q UCENSE , 062-07, M111NgS . EXPIRE5:11 /30/O79(NEh — / —/ CH41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, 0.60015 LAKE COUNTY SHEET TITLE LANDSCAPING PLAN SHEET NUMBER L -1 , ` r � : SITE WORK GENERAL NOTESS ALL PLACEMENT OF LANDSCAPING SHALL MEET THE FOLLWING CONDITIONS: I. NO TREES SHALL BE PLANTED IN THE PARKWAY UNLESS WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE APPROPRIATE HIGHWAY DEPARTMENT. THOSE TREES THAT ARE PLANTED IN THE PARKWAY MUST BE PLANTED TO THE SPECIFICATIONS OF THE APPROPRIATE HIGHWAY DEPARTMENT. WHERE TREES ARE NOT ALLONED TO BE PLACED IN THE PARKWAY, TREES REQUIRED BY THE COUNTY MUST BE PLACED IN. THE FRONT YARD OF THE PARCEL. 2. ALL PLANT MATERIAL SHALL BE PLANTED IN A MANNER WHICH 15 NOT TO INTERFERE WITH OVERHAED WIRES OR BE INTRUSIVE TO UTILITIES OR PAVEMENT. 3. NO TREE5 OR OTHER LANDSCAPING SHALL BE LOCATED CLOSER THAN 10 FEET TO A FIRE HYDRANT OR OTHER ABOVE GROUND UTILITIES.. 4. NO LANDSCAPING SHALL INTERFERE WITH SITE REQUIREMENTS FOR SAFE INGRESS AND E5RES5. INSTALLATION STANDARDS I. PLANT MATERIAL SHALL CONFORM WITH THE CURRENT AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN FOR THAT TYPE OF TREE OR SHRUB AT THE TIME OF INSTALLATION. 2. ALL TREES SHALL BE GROWN IN A NUSERY LOCATED IN THE NORTHERN HALF OF THE STATE OF ILLINOIS AND LICENSED BY THE STATE OF ILLINOIS. 3. ALL PLANT MATERIAL SHALL BE INSTALLED FREE OF DISEASE AND IN A MANNER THAT ENSURES THE AVAILBILITY OF SUFFICIENT 501L AND WATER TO 5UBSTAIN HEALTHY GROWTH. 4. ALL TAG5, NIRE5, PLASTIC TIES AND ROPE SHALL BE CUT FROM EACH TREE TO PREVENT GIRDLING OF THE TREE. THE BURLAP SHALL BE PULLED BACK FROM THE UPPER THIRD OF THE ROOTBALL. IF A PLASTIC 'BURLAP' 15 USED, IT SHALL BE REMOVED IN ITS ENTIRETY FROM THE ROOTBALL. 5. WHEN PLANTING, THE HOLE SHALL BE DUG APPROXIMATELY THREE (3) TIMES WIDER THAN THE ROOTS OR ROOTBALL. 6: ALL PLANT MATERIAL SHALL BE PLANTED WITH A MINIMUM OF DEPTH OF THREE (3) INCHES OF MULCHED MATERIAL AND A DIAMETER OF THREE (3) AROUND THE BASE OF THE TREE. 1. TREES SHALL BE STAKED KITH P05TS AND NOT STAKES IN AREAS OF HIGH WIND FOR ONE TO THREE YEARSTO ALLOW THE GROWTH OF NEN ROOTS TO STABILIZE. ALL ROPES SHALL BE COVERED TO PREVENT GUTTING INTO THE BARK. 8. THE PLANTING SEASON SHALL BE APPROXIMATELY OCTOBER 15, TO DECEMBER I, AND MARCH 15, TO MAY I. q. ANY EXCESS SOIL, CLAY, OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PLANTING SITE, PRIOR TO PLANTING OF INDIVIDUAL TREES AT FINAL GRADE. 10• THE COUNTY, AT ITS DISCRETION, HA5 THE RIGHT TO RETAIN A PROFESSIONAL LANDSCAPE ARCHITECT OR ARBORI5T TO REVIEN SUBMITTED LANDSCAPE PLAN AND THE PROFESSIONAL LANDSCAPE ARCHITECT OR APBOR15T HILL SUBMIT A WRITTEN REPORT TO THE PLANNING'AND ZONING COMMISSION. ALL EXPENSES INCURRED BY THE COUNTY FOR THE USE OF THE LANDSCAPE ARCHITECT OR ARBORIST SHALL BE REIMSUP5ED BY THE DEVELOPER. G17$1G'j TYPICAL TRIANGULATED LAYOUT NOTES: X �G I. GROWN OF SHRUB SHALL BE 5ET SO THAT AFTER 5ETTING OF 501L AROUND -BALL, THE TOP OF THE SALL SHALL. BE THE PLAN / ELEVATION AS FINISHED. GRADE. SAME FN O.G. SPACING VARIES - 2. FOR PRUNING, TRANSPLANTING AND OTHER SEE PLANT LIST PERTINENT INFORMATION, SEE SPECIFICATIONS. 3. IF A CONTAINER PLANT, GUT AND REMOVE PLANTING CONTAINER BEFORE PLANTING KEEPING ROOT BALL INTACT. SPECIFIED 501L MIX SECTION 2" LAYER 5PEGIFIED SOIL MIX LEVELING MATERIAL BETWEEN BALL AND PIT. SHRUB PLANTING EVERGREEN & DECIDUOUS i1 SCALE: N5 prA•O —o't -I Lo Gx.B $.00 o-p S T • •MobUew I 8550 W. Bryn Mawr Ave. Suite100 Chicago, Illinois 60631 OFFICE:. (773)444 -5400 FAX: (773) 4445500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG .� W —T COMMUNICATION DESIGN GROUP, I.I.C. WV=6 w WWMAOTWJVT a �o°v.w®w,m.amcw Lll�w Na 18�O01i® F=umw . s REC-ISTERED H t Eti �: = EErtOE� c6 L- e�a��r�cER bbo , �O of b� se "u v e a o � neaaee SCOTT R. TRIPNANN PE PLS. UCENSED PROFESSIONAL ENGINEER STATE OF IWNOIS UCENSE / 062 - 047105 C H41 -375 DEERFIELD WATER TANK KATES AND KELSURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE LANDSCAPE DETAILS SHEET NUMBER L -2 ~ J4 u 3" LAYER OF 5PEGIFIED 5HREDDED HARDWOOD r BARK MULCH '1 GON5TRUGT 5AUGER AROUND PLANT PIT ONLY `ti IF AT EDGE OF PLANTING BED. n FINISHED GRADE SPECIFIED 501L MIX SECTION 2" LAYER 5PEGIFIED SOIL MIX LEVELING MATERIAL BETWEEN BALL AND PIT. SHRUB PLANTING EVERGREEN & DECIDUOUS i1 SCALE: N5 prA•O —o't -I Lo Gx.B $.00 o-p S T • •MobUew I 8550 W. Bryn Mawr Ave. Suite100 Chicago, Illinois 60631 OFFICE:. (773)444 -5400 FAX: (773) 4445500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG .� W —T COMMUNICATION DESIGN GROUP, I.I.C. WV=6 w WWMAOTWJVT a �o°v.w®w,m.amcw Lll�w Na 18�O01i® F=umw . s REC-ISTERED H t Eti �: = EErtOE� c6 L- e�a��r�cER bbo , �O of b� se "u v e a o � neaaee SCOTT R. TRIPNANN PE PLS. UCENSED PROFESSIONAL ENGINEER STATE OF IWNOIS UCENSE / 062 - 047105 C H41 -375 DEERFIELD WATER TANK KATES AND KELSURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE LANDSCAPE DETAILS SHEET NUMBER L -2 r C r I � m 1" ANCHOR BOLTS CLEARANCE HOLE ( TYP) . NOTES: EQUIPMENT LAYOUT $ GONGRETE PAD ' ALL MATERIAL SHALL BE HOT DIPPED 6ALVANfZED. • ALL HOLES SHALL BE PUNCHED SCALE: NONE 13/16" DIA. FOR 3/4" BOLTS. 6" 3000 P51 CONCRETE SLAB HITH 6"X6' -W65X 65 HWF ON COMPACTED 6- GRAVEL BASE 3/4- CHAMFER TYPICAL CLOSED TIE 6 24° O.G. 1 SECTION S, SCALE: NONE SLAB PERIMETER CORNER DETAIL SCALE: NONE 24 24 F z O F z O ILI v N z O uj uJ N Q m STRUGT"URAL GENERAL NOTES !.O GENERAL CONDITIONS 1.1 DE515N AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO BOLA -46 AND APPLICABLE LOCAL AND STATE CODES, ORDINANCE5, AND REGULATIONS: IN CASE OF'CONFLIGT BETWEEN THE CODES, STANDARDS, REGULATIONS, SPECIFICATIONS, GENERAL NOTES AND /OR MANUFACTURER'S REGUIREMENT5. USE THE M05T 5TRINSENT PROVISION. 12 IT I5 THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR INDEPENDENT GONTRACTOR-OR THEIR RESPECTIVE EMPLOYEES SHALL EXCULPATE THE ARCHITECT, THE - ENGINEER THE CONSTRUCTION MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMASE5, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENGES OR PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH THE WORK. 13 DO NOT SCALE DRAWINGS. 1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS 13 SUBMIT ONE SEPIA AND THO PRINTS OF ALL STRUCTURAL SHOP DRAWIN &5. MARKED UP SEPIA SHALL BE RETURNED. 1.6 DESIGN LOADS ARE, EGU LOE D ISEPL PMT LOAD E PLAN EQUIPMENT 51ZE 5' -3- H, 53- V4,25" D HIND SPEED 90 MPH SEISMIC, ZONE 1 2.0 SITEHORK / FOUNDATION 2.1 ENGAGE THE SERVICES OF A SOILS ENGINEER TO TEST AND VERIFY THE FOLLOWING ALLOWABLE BEARING CAPACITY AS USED BY A STRUCTURAL ENGINEER: 3000 PSF. PROVIDE COMPACTED GA -6 STONE FILL WHERE OVER EXCAVATION 15 REQUIRED TO MEET 501L BEARING CAPACITY. 3.0 CONCRETE 3.1 MEET OR EXCEED THE FOLLOWING CODES AND STANDARDS (LATEST EDITION): - DESIGN........ _ ..................AG 1 315 -CONSTRUCTION ..... _._AGI 301 - DETAILING .._ ................ CR51 MANUAL OF STANDARD PRACTICE USE CLASS "B" FOR SPLICES UNLESS NOTED - P-EINF. STEEL .........- _ -A5TM A 615 GRADE 60, DEFORMED - MIXING _ ................ -AIR ENTRAINMENT...-A01 315 AND A5TM G -260 - AGGREGATE .... ......... .A5TM G 33 3.2 CONCRETE STRENGTH AT 25 DAYS SHALL BE 4000 P51 MINIMUM EXCEPT FOR THE FOLLOWING: 33 DO NOT FIELD BEND OR HELD TO GRADE 60 REINFORCIN5'5TEEL. 3.4 PROVIDE AIR ENTRAINED CONCRETE HITH AIR CONTENT OF 5% TO 755 FOR ALL CONCRETE EXPOSED TO EARTH OR HEATHER 35 MAXIMUM AGGREGATE 51ZE: 3/4" FOR FOOTING5, WALLS, BEAMS, 5LAE35 AND COLUMNS; 3/5- FOR CONCRETE TOPPING. 31b DO NOT USE IN ADMIXTURE, HATER OR OTHER CONSTITUENTS OF CONCRETE HHICH HAS CALCIUM CHLORIDE. 3.1 MINIMUM GOWER FOR REINFORCING STEEL UNLESS INCREASED COVER IS NECESSARY TO MEET FIRE RATINS INDICATED: -GA5T AGAINST AND EXPOSED TO EARTH ......... ..................... 3" - EXPOSED TO EARTH AND HEATHER x+11 TO k6 BARS ...... .2" - EXPOSED TO EARTH AND HEATHER #5 AND SMALLER ..... I 1/2" - INTERIOR EXPOSURE, BEAMS AND COLUMNS ............. ... ......... L 1/2" - INTERIOR EXPOSURE, SLAB5, HALLS AND -JOISTS ....... ....... 3 /4- 5.0 STEEL 5.1 MEET OR EXCEED THE FOLLOWING CODES 8 STANDARDS (LATEST EDITION) EXCEPT AS NOTED: A. STRUCTURAL STEEL_ ..............AI5G SPECIFICATION 4 CODE OF 5TD. PRACTICE - SHAPES AND PLATES ...............A5TM A 36 - PLATES BENT OR COLD FORMED ..... A5TM A 253, GRADE G - PIPE5 .................. _._.A5TM A 53, GRADE 5 - STRUCTURAL SHEETS, HOT ROLLED..ASTM A 5 -70 -GOLD- FORMED STEEL TUBING.......A5TM A 500, GRADE B - E30LTS, NUTS A WASHERS FOR FRAMING MEMBERS AND BRACINGS .......:,. -A5TM A 325 -5C, - BOLTS, NUT5 6 WASHERS FOR ANCHOR BOLTS AND SECONDARY CONNECTIONS _._ ................ASTM A 301 E TOXX- EXCEPTION IS TAKEN TO AI50 CODE OF STANDARD PRACTICE PARAGRAPH 42.1 REGARDING OWNERS AND FABRICATOR'S RESPONSIBILITY FOR CONNECTION DE516N AND ADEQUACY OF SHOP DRAWINGS. COMPLIANCE KITH THE REQUIREMENT5 5HOI^N ON DRAHINGS AND /OR SPECIFICATIONS, CONNECTION DESIGN AND DETAILING IS THE CONTRACTOR'S RESPONSIBILITY. ENGINEER'S REVIEW OF SHOP DRAHIN55 15 FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT CONSTITUTE AN ACCEPTANCE OF THESE RESPONSIBILITY BY THE OWNER AND /OR ENGINEER. 5.2 COATINGS: pCd• O- O'1 —I�O A. ALL STEEL SHALL BE HOT DIPPED GALVANIZED S B. FIELD TOUCH UP ALL GALVANIZED SURFACES lox S G. GRIND ALL HELD5 SMOOTH T Mobile) 8550 W. Bryn Mawr Ave. SUife1 Q0 . Chicago, Illinois 60631 - OFFICE:. (773) 444 -5400 FAX: (773) 444 -5500 PROJECT NO: T06206 DRAWN BY: TJM CHECKED BY: RJG m ff. W -T COMMUNICATION DESIGN GROUP, LLC, W.Wm ww TWpCruw amw.�»eaenwe ms twma Eue., mm mtae 'I!(!tt),FGOaF FAfipq)leSYF6S LlbrNo: tM.W11® E,� W.tOM e:neae eamwaaowFmcmwmeumn►.uc a YC'i2a�EE5"i7`.`2GtiCid QQ 6. @-� "s P�QE EL r60�•FFSL .® �F��BGeEEN 6" 'LL INO%� SCOTT R TRIP" PE PLS. UCENSED PROFESSIONAL ENGINEER STATE OF 6UNOIS UCENSE / 062 - 041405 E74' R : _U/34 /DZSIGNED: _ /_./_ CH41 -375 DEERFIELD WATER TANK KATES AND KELBURN STREET DEERFIELD, IL 60015 LAKE COUNTY SHEET TITLE CONCRETE PAD DETAIL FA EQUIPMENT LAYOUT SHEET NUMBER S -1 S EAST SECTION 3 5G -0BLE. 5/32' =I' • STINS NAHIDP.AILS BE UTILIZED STRK7URAL REPORT T- MOBILE ANTENNAS HTFD ON EXISTING DRAIL STN5 115' 10 1-E6GED ER TANK LEO MOUNT COAX RUN SHEET HTMLT -2 2AX-CABLE5 MOJNTINS SYSTEM ON EXISTINS TANK LES TO BE SHid7lIDED KITH PLASTIC- COVER PAINTED TO MATCH EXISTINS TANK EXTERIOR COLOR. NiEK. PANEL ANTENNA — NOTE COAX , CABLES MOUNT INS SYSTEM ON EXT5TIH5 TANK LES TO BE SHRDUDED HI THI PLAST IG COVER PAINTED TO MATCH FXISTIN6 TANK EXTERIOR C7L0,2. C40AX GABLES MOUNT1NS SYSTEM ON EXISTINS TANK LES TO Be S"ZOI TEP KITH PLASTIC COVER PAINTED TO MATCH EXISTIN5 TANK EMER70R COLOR. NOTE. ALL PELDINS ON THE SHALL BE BY AN P6 A CERTIFIED PELDEIR. FR OWIDE A COPT OF THE MB.DER'S CERTIFICATION KITH THE BUILDING PERMIT. NOTE, ACGES TO THE TANK INTERIOR HATER C4HPOI•ENT SHALL NOT BE PERM I TIED HI THA" THE APPROVAL OF THE MUTER DEPARTMENT SUPERVISOR. PRECAUTION SHALL BE TAKEN TO PREVENT PATER CONTAMINATION. DISINFECT TANK AS IEGUIRED IN ACf,ORDANCE KITH A)4-41A 6652. NOTE. THE LOCATTON AND PLKEHENY OF- CABLES. ANTEHWA A%EM5L1E9 AND CONDUITS MIST NOT CAUSE A SAFETY HAZARD. LIMIT ACCESS OR INTERFERE H I TH RJNir2E CLEAN I NS AND PAINTING OPERATIONS. IF INTERFERENCE IN PAINTINS AND CLEANINS OPEiRATTO..tS CAW40T BE ELIMINITED. INCLUDE PROV75TON9 IN LICEHSINS AGFZEEHENT TO COVER _ , I MCAT `W COST OF CLEAN i N6 AND (f vta #I EXTSTINS TANK VESSE. iwli :1. p�d.o- o'i --Ib COAX CABLE SUPPORT' SCALE. N.T.S. PROJECT NO: DRAWN BY: CM! CIfcCICEO BY: IOM llw e' W -T COMMUMCAT10N DESIGN GROUP, LLC. as Elm sour me $D.Ae -m ulnas = p. (Mn sas-ao r: (am ms-� sHEETTmE ELEVATIOW 6ECTICIB WSHEET NLN3:R TMLT -1 N NEH 1-3X3:3/B AWLE IRDN H/ 318• ala. EXISTING CA.TKALK DRILLED HOLES FOR TO Be UTILI J -HOOK MOUNTING MELDED NEW COAX GABLE TO TANK LE5. SEE SHEET' KTHLT -2 SEE DETAIL 4 /PRHCT -4 NEK 3/6• J-HOOK HEM COAX GABLE EXISTINS TANK LEG HDTSTINS 6RIPS NOTE. CONTRACTOR TO VERIFY STEEL MEN COAX GABLE COVER. THICKNESS PRIOR TO ANY SEE KTHLT -2 PELDI W. COAX CABLE SUPPOR'i' 2 STALX, K.T.S. iwli :1. p�d.o- o'i --Ib COAX CABLE SUPPORT' SCALE. N.T.S. PROJECT NO: DRAWN BY: CM! CIfcCICEO BY: IOM llw e' W -T COMMUMCAT10N DESIGN GROUP, LLC. as Elm sour me $D.Ae -m ulnas = p. (Mn sas-ao r: (am ms-� sHEETTmE ELEVATIOW 6ECTICIB WSHEET NLN3:R TMLT -1 �I COAX CA� MOIMTRNi SYSTEM ON EXISTING, TANK LES TO BE SHROUDED WITH PLASTIC, COVER PANTED TO MATCN EXISTING TAN' EXTERIOR COLOR SECTION A -A WAX GABLES MOUtTINS SYSTEM ON EXI5TIN5 TANK LEG, TO BE SHROUDED WITH PLASTIC COVER PANTED TO MATCH E45TIN6 TANK EXTERIOR COLOR. GABLE LADDER MOUNT ANSLE — FELD TO TAP- LEG, TAP, LEG EASE OF CATWALK GROSS BRAGN6 BELOW —1 COAX CABLES 3°Z-B AC* ET' W/ SNAP -IN HANSERS FOR COAX GABLES SECTION B -B NOTE. COAX GABLES MCkWTINS SYSTEM ON EXISTINS TANK LES TO BE SHROUDED YBTH PLASTIC COVER PANTED TO MATCH E45TIN5 TANK EXTERIOR COLOR GABLE LADDER MOUNT YELP O TANK LE& TAP- LES SECTION C-C CROSS BRACINS BELOW 30• WALL 1'W 'Z�KE FOR COAX CABLES COAX GABLES MOUNTINS SYSTEM ON EXISTNS TAN: LEG, TO BE SHROUDED WITH PLASTID COVER PANTED TO MATCH E45TW5 TANK EXTERIOR COLOR GABLE LADDER t- U ANSI—' — WELD TO TAP, LEG SECTION D -D COAX GABLES MCLMTIN6 SYSTEM ON EX5TIN6 TAP, LES TO BE SHROUDED WITH PLASTIC COVER PAINTED TO MATCH E45TN6 TAP, EXTERIOR COLOiZ CABLE LADDER t- d ANGLE — WELD TO TAN: LES TANK LEG .I I. I SECTION E -E CROSS BELCH 30. HALL MOUNT FORRAG X C FOR WAX r 5L.E5 CROSS ERtAGWS BELCH 90' WALL MOUNT FOR COAX OAX X GABLES WAVERED COAX GABLE LADDER �� GABLES 1' EXL5TIN5 TANK L WITH g ASTIG G: MATCH EXISTWO PFJV COAX CARL PP�ISnPt� 6RIPs (TwIGAU SW PALL MOlM1 Z- BRACI-ET' FOR COAX GAs N94 COVERED C GABLE LADDER SEE DETAILS ON NEK COVERED COAX ' CABLE LADDER SEE DETAIL A -A DRIP LOOP TAP, LES ICE 8RIDSE POST (TYPICAL) CABLE M TRAPEZE COAX GABLE R)N &R KITS NE)q ICE BRIDGE • 3' AP.S. MAY VARY NEW BAR PEISNT COAX C FOR COAX GABLE GROUNDING,. BOND TAP- LEG, PEH P2 AJVS FROM SROLNI;P BAR &RO ROD 70 UND ALL STUD WELLS SHALL BE CAPA.0 TOR DISCAAR&E TYPE REV KrK.T-5 SIDE VIEW n am GABLES MGUNTINS SYSTEM ON EXE5nN5 TANK LEO TO EIE SKM DW I WTN PLASTID DOVER PANTED TO' MATCH EASTINS TANK EXTERIOR COLOR. PROJECT NO: DRAWN BY: CHECKED BY: NEW COVERED COAX GABLE LADDER SEE DETAILS ON WTML PEW ICE BRIDGE NEISHT MAY VARY — PEN COAX CABLE KNAS IN TRAPEZE — TANK LES ICE &2)176.- POST (IYPIGAU r u O I o U o rk 0 -0-1- (to '8 say d-C s FRONT VIEW 2 SCALE. NOTE G I IN® 1 W -T COMMUNICATION DESIGN GROUP, LLC. 30 Gs? S=y DRW 50tAUMMA 4 L W LDI93 f— ("7) L95 -953 SHEET TfilE COAX UP LEG DETAILS SHEET NUN3°_R WTMLT- 2