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HomeMy WebLinkAbout02-192 r` Resolution No. 02-192 RESOLUTION AUTHORIZING EXECUTION OF A PCS SITE AGREEMENT WITH SPRINTCOM, INC. FOR A CELLULAR COMMUNICATIONS TOWER AT 750 SUMMIT STREET BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that Olufemi Folarin, Interim City Manager, be and is hereby authorized and directed to execute a PCS Site Agreement on behalf of the City of Elgin with SprintCom, Inc . for a cellular communications tower at 750 Summit Street, a copy of which is attached hereto and made a part hereof by reference . s/ Ed Schock Ed Schock, Mayor Presented: May 22 , 2002 Adopted: May 22 , 2002 Vote : Yeas : 6 Nays : 1 Attest : s/ Dolonna Mecum Dolonna Mecum, City Clerk PCS SITE AGREEMENT April 99 r ., site Name Eigin Little League Site I.D. CH13XC509A 1. Premises and Use. Owner leases to SprintCom, Inc., a Kansas Sprint Parkway, Mailstop KSOPHT0101-Z2020, Overland Park, KS 66251- corporation("SprintCom"),the site described below: 2020,Attention: Sprint PCS Real Estate Attorney. Notices to Owner must be [Check appropriate box(es)] sent to the address shown underneath Owner's signature ® Land consisting of approximately1050 square feet upon which SprintCom 7, Improvements. SprintCom may, at its expense, make such improvements will construct its®equipment base station and®antenna structure; on the Site as it deems necessary from time to time for the operation of the ❑Building interior space consisting of approximately square feet; PCS system. Owner agrees to cooperate with SprintCom with respect to ❑ Building exterior space for attachment of antennas; obtaining any required zoning approvals for the Site and such improvements. ❑Building exterior space for placement of base station equipment; Upon termination or expiration of this Agreement, SprintCom shall remove its ❑ Tower antenna space between the _foot and _ foot level on the equipment and improvements and will restore the Site to substantially the Tower; condition existing on the Commencement Date, except for ordinary wear and ®Space required for cable runs to connect PCS equipment and antennas, tear and casualty loss. in the location(s) ("Site") shown on Exhibit A, together with a non-exclusive 8. Compliance with Laws. Owner represents that Owner's property(includ- easement for reasonable access thereto and to the appropriate, in the ing the Site), and all improvements located thereon, are in substantial discretion of SprintCom, source of electric and telephone facilities. The Site compliance with building, life/safety, disability and other laws, codes and will be used by SprintCom for the purpose of installing, removing, replacing, regulations of applicable governmental authorities. SprintCom will modifying, maintaining and operating, at its expense, a personal substantially comply with all applicable laws relating to its possession and use communications service system facility ("PCS"), including, without limitation, of the Site. In the performance of the Work under this Agreement, and the continued use of antenna equipment, cable wiring, back-up power sources (including SprintCom's PCS equipment on Owner Premises, SprintCom generators and fuel storage tanks), related fixtures and, if applicable to the shall comply (and shall ensure that the PCS equipment, the Work, and all of SprSite, an antenna structure. SprintCom will use the Site in a manner which will Laws, ordinances,suppliers and contractors of any tier comply)with all applicable: not unreasonably disturb the occupancy of Owner's other tenants. SprintCom Laws, rules, regulations, orders, licenses, permits, and other will have access to the Site 24 hours per day,7 days per week. requirements, now or hereafter in effect, of any governmental authority; The term"Equipment," whenever used in this Agreement with the initial letter Industry standards and codes; and Federal requirements regarding radio- capitalized shall have the following specified meaning:Antenna(s), equipment frequency emissions and interference with other electronic or base station, cables, wires and all communication attachments, appliances telecommunications PCS equipment. Senior priority rights held by other and other structures owned and operated by SprintCom for the benefit of telecommunications entities are to be protected from interference. SprintCom SprintCom, including utility services that serve SprintCom's Equipment. The shall furnish such documents as may be required to effect or evidence term"Work,"whenever used in this Agreement with the initial letter capitalized compliance. All laws, regulations, and orders required to be incorporated in shall have the following specified meaning: Collectively, the installation, agreements of this character are incorporated herein by this reference. construction, maintenance, repair, relocation and/or removal of Equipment 9. Interference. SprintCom will resolve technical interference problems with and other work performed in connection with this Agreement on, in,to, across other equipment located at the Site on the Commencement Date or any or from the PCS or Site. equipment that becomes attached to the Site at any future date when SprintCom desires to add additional equipment to the Site. Likewise, Owner 2. Term. The term of this Agreement (the "Initial Term") is 5 years, will not permit or suffer the installation of any future equipment which (a) commencing on the date ("Commencement Date") both SprintCom and results in technical interference problems with SprintCom's then existing Owner have executed this Agreement. This Agreement will be automatically equipment or(b)encroaches onto the Site. renewed for four additional terms (each a "Renewal Term") of 5 years each, 10. Utilities. SprintCom will pay for all utilities used by it at the Site. Owner unless SprintCom provides Owner notice of intention not to renew not less will cooperate with SprintCom in SprintCom's efforts to obtain utilities from any than 90 d75 rior to the expiration of the Initial Term or any Renewal Term. location provided by Owner or the servicing utility, including signing any Each of Tenant's options to extend will be deemed automatically exercised without any action by either party easement or other instrument reasonably required by the utility company. unless Tenant gives written notice of its decision not to 11. Termination. SprintCom may terminate this Agreement at any time by exercise any option(s) to Landlord before expiration of the notice to Owner without further liability if SprintCom does not obtain all permits then current term. or other approvals (collectively, "approval") required from any governmental 3. Rent. Until the date which is 30 days after construction, rent will be a one- authority or any easements required from any third party to operate the PCS time aggregate payment of $100.00, the receipt of which Owner system, or if any such approval is canceled, expires or is withdrawn or acknowledges. Thereafter, rent will be paid in equal monthly installments of terminated, or if Owner fails to have proper ownership of the Site or authority $2,000.00(until increased as set forth herein), partial months to be prorated, to enter into this Agreement, or if SprintCom, for any other reason, in its sole in advance. Rent for each Year will be the annual rent in effect for the final discretion,determines that it will be unable to use the Site. Upon termination, year of the Initial Year or prior Renewal Year, as the case may be, increased all prepaid rent will be retained by Owner unless such termination is due to by three percent(3%). Owner's failure of proper ownership or authority,or such termination is a result 4. Title and Quiet Possession. Owner represents and agrees (a) that it is of Owner's default. the Owner of the Site; (b)that it has the right to enter into this Agreement; (a) Default. If either party is in default under this Agreement for a period of (c)that the person signing this Agreement has the authority to sign; (d)that (a) 15 days following receipt of notice from the non-defaulting party with SprintCom is entitled to access to the Site at all times and to the quiet respect to a default which may be cured solely by the payment of money, or possession of the Site throughout the Initial Term and each Renewal Term so (b) 30 days following receipt of notice from the non-defaulting party with long as SprintCom is not in default beyond the expiration of any cure period; respect to a default which may not be cured solely by the payment of money, and (e)that Owner shall not have unsupervised access to the Site or to the then, in either event, the non-defaulting party may pursue any remedies PCS equipment. available to it against the defaulting party under applicable law, including, but 5. Assignment/Subletting. SprintCom will not assign or transfer this Agreement not limited to, the right to terminate this Agreement. If the non-monetary default may not reasonably be cured within a 30-day period, this Agreement or sublet all or any portion of the Site without the prior written consent of Owner, may not be terminated if the defaulting party commences action to cure the which consent will not be unreasonably withheld,delayed or conditioned;provided, default within such 30-day period and proceeds with due diligence to fully cure however, SprintCom shall have the right to sublease or assign its rights under this the default. Agreement to any of its subsidiaries, affiliates or successor legal entities, to any entity acquiring substantially all of the assets of SprintCom or to any subsidiary or 13. Indemnity. Owner and SprintCom each indemnifies the other against affiliate of Sprint Corporation,without notice to or consent of Owner. and holds the other harmless from any and all costs (including reasonable attorneys'fees)and claims of liability or loss which arise out of the ownership, 6. Notices. All notices must be in writing and are effective only when use and/or occupancy of the Site by the indemnifying party. This indemnity deposited in the U.S. mail, certified and postage prepaid, or when sent via does not apply to any claims arising from the sole negligence or intentional overnight delivery. Notices to SSLP are to be sent to: Sprint Spectrum L.P., misconduct of the indemnified party, nor does it apply to any claims or loss 9801 W. Higgins Road, Rosemont, IL 60018, with copies to Sprint Spectrum arising from those items identified in exceptions C-6 and/or D-7 in the title L.P., 4900 Main, Kansas City, MO 64112 and Sprint Law Department, 6391 insurance commitment number 1409 007961957 NSC issued by Chicago Title Lease 051501 Insurance Company dated November 9, 2001, attached as Exhibit C. This all accident or other reports made to any insurer by SprintCom shall be indemnity.also doe.» not apply to any costs and claims of liability or loss furnished to the Owner. relat'„g to anv,interruption to the service of SprintCom or for interference with SprintCom shall also furnish the Owner with such Certificates of Insurance as the Equipment., The indemnity obligations under this Paragraph will survive the Owner may from time to time request. Within thirty (30) days after any termination of this Agreement. notice of termination, cancellation, expiration or alteration in any policy of 14. Hazardous Substances. Owner represents that it has no knowledge of insurance required under this Agreement, SprintCom shall deliver to the any substance, chemical or waste (collectively, "substance") on the Site that Owner a Certificate of the replacement policy with its endorsements naming is identified as hazardous, toxic or dangerous in any applicable federal, state the Owner as an additional insured. or local law or regulation. SprintCom will not introduce or use any such SprintCom and Owner shall ensure that any policies of insurance that substance on the Site in violation of any applicable law. SprintCom hereby SprintCom or any of its suppliers or contractors of any tier or the Owner carry agrees to release,defend and indemnify the Owner and hold Owner harmless as insurance against property damage or against liability for personal injury for any suits, claims, damages, strict liabilities, and costs of liabilities (including death) shall include a provision therein providing a waiver of the associated with the removal or remediation of any hazardous substance insurer's right to subrogation against the Indemnitees or the Owner as the (including petroleum and gasoline products)that are released onto or from the case may be. Site, or otherwise come to be located on the Site during the term of this The requirements of this Agreement as to insurance and acceptability to the Agreement, including but not limited to those that may have migrated to or City of insurers and insurance to be maintained by SprintCom are not from the Site, due to the actions of SprintCom. "Cost", for purposes of this intended to and shall not in any manner limit or qualify the liabilities and paragraph 14, shall include, but not be limited to, all response or remediation obligations of or assumed by SprintCom under this Agreement. costs, monitoring costs, civil or criminal penalties, attorney fees, and other 18. Maintenance. SprintCom will be responsible for repairing and litigation costs incurred in connection with such removal or remediation. maintaining the PCS system and any other improvements installed by Owner further agrees to hold SprintCom harmless from and indemnify SprintCom at the Site in a proper operating and reasonably safe condition; SprintCom against any damage, loss, or expense or liability resulting from the provided, however if any such repair or maintenance is required due solely to existence on the property of which the Site is a part of any hazardous the acts of Owner, its agents or employees, Owner shall reimburse SprintCom substance, including all attorneys' fees, costs and penalties incurred as a for the reasonable costs incurred by SprintCom to restore the damaged areas result thereof,unless caused by SprintCom or any of its employees or agents. to the condition which existed immediately prior thereto. Owner will maintain 15. Subordination and Non-Disturbance. This Agreement is subordinate to and repair all other portions of the property of which the Site is a part in a any mortgage or deed of trust now of record against the Site. However, proper operating and reasonably safe condition. promptly after the Agreement is fully executed, Owner will use diligent efforts 19. Miscellaneous. (a) This Agreement applies to and binds the heirs, to obtain a non-disturbance agreement reasonably acceptable to SprintCom successors, executors, administrators and assigns of the parties to this from the holder of any such mortgage or deed of trust. Agreement; (b)this Agreement is governed by the laws of the state in which 16. Taxes. SprintCom will be responsible for payment of all personal the Site is located and venue for any legal proceedings shall be in the Circuit property taxes assessed directly upon and arising solely from its use of the Court for the Sixteenth Judicial Circuit, Kane County, Illinois. The parties communications facility on the Site. SprintCom will also be responsible for acknowledge that this Agreement is the product of their joint preparation and and shall pay all taxes on the leasehold interest created by this Agreement that any rule of construction or law to the effect that any ambiguities or other which are assessed pursuant to 35 ILCS 200/9-195, as amended. SprintCom matters are to be resolved against the drafting party shall not be employed in will pay to Owner any increase in real property taxes attributable solely to any the interpretation of this Agreement, including any exhibits or amendments improvements to the Site made by SprintCom within 60 days after receipt of hereto;(c) If requested by SprintCom,Owner agrees promptly to execute and satisfactory documentation indicating calculation of SprintCom's share of such deliver to SprintCom a recordable Memorandum of this Agreement in the form real estate taxes and payment of the real estate taxes by Owner. Owner will of Exhibit B; (d)this Agreement(including the Exhibits) constitutes the entire pay when due all other real estate taxes and assessments attributable to the agreement between the parties and supersedes all prior written and verbal property of Owner of which the Site is a part. agreements, representations, promises or understandings between the parties. Any amendments to this Agreement must be in writing and executed 17. Insurance. SprintCom shall ensure that, with respect to all persons bybothparties; performing the Work, SprintCom or its suppliers or contractors maintain in (ree) if any provisionyparty, theof this Agreement is invalid or unenforceable with respect to any remainder of this Agreement or effect at all times during the term of this Agreement coverage or insurance in the application of such provision to persons other than those as to whom it is accordance with the applicable laws relating to worker's compensation and held invalid or unenforceable, will not be affected and each provision of this employer's liability(including, but not limited to, laws of the state in which any Agreement will be valid and enforceable to the fullest extent permitted by law; such person was hired), regardless of whether such coverage or insurance is (f) the rights and remedies of the parties provided for under this Agreement mandatory or merely elective under the law. SprintCom shall furnish to the are in addition to any other rights and remedies provided by law.The failure to Owner such assurance and evidence of such coverage or insurance as the exercise on any occasion any right shall not operate to forfeit such right on Owner may request. another occasion.The use of one remedy shall not exclude or waive the right SprintCom shall obtain, and maintain continuously for the term of this to use another; (g)this Agreement does not constitute SprintCom as the agent Agreement,at its own expense, occurrence form Commercial General Liability or legal representative of the Owner for any purpose whatsoever. SprintCom insurance with endorsements and/or other insurance to indemnify for the is not granted any express or implied right or authority to assume or create activities and services of this Agreement. Minimum limit of coverage shall be any obligation or responsibility on behalf of or in the name of the Owner or to $1,000,000 each occurrence and $2,000,000 in the aggregate. SprintCom bind the Owner in any manner or thing whatsoever. In no event shall the shall also obtain, and maintain continuously for the term of this Agreement, at Owner be construed or held to have become in any way or for any purpose a its own expense,business automobile liability coverage for owned, non-owned partner, associate, or joint venture of SprintCom or any party associated with and hired vehicles. Minimum limit coverage for bodily injury and property SprintCom in the conduct of SprintCom's business or otherwise;(h)the titles of damage shall be $1,000,000 per person and $1,000,000 per occurrence. The sections are for convenience only and do not define or limit the contents; and insurance carrier issuing the policy must have an A.M. Best rating of at least (i)Notwithstanding anything to the contrary in this Agreement,the Owner shall A-:VII and be legally admitted and licensed to do business in the State of not be liable to SprintCom, SprintCom's customers or to any other person or Illinois. entity for any and all costs (including reasonable attorney fees)and claims of Such insurance shall be endorsed to include the City of Elgin, its elected liability or loss related to any interruption to the service of SprintCom or for officials, officers, employees, and agents as additional insured, and shall not any interference with the operation of the Equipment. be reduced or canceled without thirty (30) days prior written notice to the 20. Non-Binding Until Fully Executed. This Agreement is for discussion Owner. purposes only and does not constitute a formal offer by either party. This Such insurance shall include a "cross liability," "severability of interests," or Agreement is not and shall not be binding on either party until and unless it is "separation of insureds"clause indicating essentially that"except with respect fully executed by both parties. to the limits of insurance, and any rights or duties specifically assigned in this 21. Permits. SprintCom shall obtain and comply (and shall ensure that the coverage part to the first additional insured, this insurance applies as if each PCS equipment,the Work,and all of SprintCom's suppliers and contractors of additional insured were the only additional insured, and separately to each anytier comply) with all applicable insured against whom the claim is made or suit is brought." p h) PP permits including authorizations Cha as Prior to commencement of performance of any of the Work, SprintCom shall required9) fapplicable,uncar the Owner's (raZonch Ordinance of-w(Elgin , easements,nts a d other provide the Owner with a Certificate of the required insurance policy(ies)with 1g) s requrdt licenses, henWi Work and rights-of-way,the PCSequipment and other rights required to perform the Work operate PCS e and its endorsements as evidence of coverage. SprintCom's system in accordance with this Agreement. SprintCom shall SprintCom shall promptly advise the Owner of all claims relating to damage to furnish to the Owner such evidence thereof (such as certified copies of property or injury to or death of persons arising or alleged to have arisen in permits, licenses, franchises, rights-of-way, and easements) as Owner may any manner by, or directly or indirectly associated with, the erection, request. maintenance, presence, use or removal of SprintCom's Equipment. Copies of Lease 051501 22. Nondiscrimination. During the performance of Work, SprintCom, for itself, its,assigneer4 and successors in interest, agrees as follows: In all hiring or erployment made possible or resulting from this Agreement, there shall be The following Exhibits are attached to and made a part of this no'discrimination against any employee or applicant for employment because Agreement: Exhibits A, B and C. of sex, age, race, color, creed, national origin, marital status, or the presence of any sensory, mental or physical handicap, unless based upon a bona fide occupational qualification, and this requirement shall apply to, but not limited to,the following: employment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training, including apprenticeship. No person shall be denied or subjected to discrimination in receipt of the OWNER:Cit Elgin benefit of any services or activities made possible by or resulting from this By: Agreement on grounds of sex, race, color, creed, national origin, age except 1 {� minimum age and retirement provisions, marital status or the presence of any Its: ML- �! _►vt , 1c J sensory,mental or physical handicap. S.S./Tax No.: [fq'e('4--Q Any violation of this provision shall be considered a violation of a material Address: 150 Dexter Court,Elgin, IL 60120 provision of this Agreement and shall be grounds for cancellation, termination Date: S Qo1. or suspension, in whole or in part,of the Agreement by the Owner. 23. Sexual Harassment. As a condition of this contract, SprintCom shall have a written sexual harassment policy that includes, at a minimum, the SPRI�'/jam !Q Old nsfs oration following information: By: 1.The illegality of sexual harassment; 2.The definition of sexual harassment under state law; Its: 3.A description of sexual harassment,utilizing examples; Date: 4/3/6 a� 4.The vendor's internal complaint process including penalties; 5. The legal recourse, investigative and complaint process available through the Illinois Human Rights Commission; 6. Directions on how to contact the department and commission; 7. Protection against retaliation as provided to the Department of Human Rights upon request (P.A.87-1257). Lease 051501 t EXHIBIT A April 99 • • Site Name: Elgin Little League PCS Site Agreement Site I. D.CH13XC509A Site Description Site situated in the City of Elgin, County of Cook, State of Illinois, commonly described as follows: Legal Description: That Part of the West half of the Southwest quarter of Section 7, Township 41 North, Range 9, East of the Third Principal Meridian, bounded and described as follows: Commencing at the intersection of the North right of way line of Summit Avenue (Golf Road) and the West right of way line of Hiawatha Drive; thence North 00 degrees 22 minutes 36 seconds West along the West right of way line, 536.20 feet; thence South 85 degrees 50 minutes 16 seconds West, 271.94 feet; thence North 47 degrees 30 minutes 17 seconds West, 75.04 feet;thence South 86 degrees 13 minutes 28 seconds West,48.62 feet;thence South 41 degrees 13 minutes 28 seconds West, 7.00 feet; thence South 03 degrees 46 minutes 32 seconds West, 38.00 feet; thence South 86 degrees 13 minutes 28 seconds West 12.00 feet to the point of beginning; thence continuing South 86 degrees 13 minutes 28 seconds West, 30.00 feet; thence North 03 degrees 46 minutes 32 seconds West, 35.00 feet; thence North 86 degrees 13 minutes 28 seconds East, 30.00 feet; thence South 03 degrees 46 minutes 32 seconds East, 35.00 feet to the point of beginning, containing 1050.00 square feet, in Cook County, Illinois. Sketch of Site: (See attached drawings by W-T Communication Design Group,LLC) Owner Initials SprintCom Initials 1114e_ Note:Owner and SprintCom may,at SprintCom's option, replace this Exhibit with an exhibit setting forth the legal description of the property on which the Site is located and/or an as-built drawing depicting the Site. `[Use this Exhibit A for PCS Site Agreement,Memorandum of PCS Site Agreement,Option Agreement and Memorandum of Option Agreement.] Lease 051501 • EXHIBIT A April 99 Site Name: Elgin Little League PCS Site Agreement Site I. D.CH13XC509A Site Description Site situated in the City of Elgin, County of Cook, State of Illinois, commonly described as follows: Legal Description: That Part of the West half of the Southwest quarter of Section 7, Township 41 North, Range 9, East of the Third Principal Meridian, bounded and described as follows: Commencing at the intersection of the North right of way line of Summit Avenue (Golf Road) and the West right of way line of Hiawatha Drive; thence North 00 degrees 22 minutes 36 seconds West along the West right of way line, 536.20 feet; thence South 85 degrees 50 minutes 16 seconds West, 271.94 feet; thence North 47 degrees 30 minutes 17 seconds West, 75.04 feet;thence South 86 degrees 13 minutes 28 seconds West, 48.62 feet; thence South 41 degrees 13 minutes 28 seconds West, 7.00 feet; thence South 03 degrees 46 minutes 32 seconds West, 38.00 feet; thence South 86 degrees 13 minutes 28 seconds West 12.00 feet to the point of beginning; thence continuing South 86 degrees 13 minutes 28 seconds West, 30.00 feet; thence North 03 degrees 46 minutes 32 seconds West, 35.00 feet;thence North 86 degrees 13 minutes 28 seconds East, 30.00 feet; thence South 03 degrees 46 minutes 32 seconds East, 35.00 feet to the point of beginning, containing 1050.00 square feet, in Cook County, Illinois. Sketch of Site: (See attached drawings by W-T Communication Design Group,LLC) Owner Initials SprintCom Initials Note:Owner and SprintCom may,at SprintCom's option, replace this Exhibit with an exhibit setting forth the legal description of the property on which the Site is located and/or an as-built drawing depicting the Site. '[Use this Exhibit A for PCS Site Agreement,Memorandum of PCS Site Agreement,Option Agreement and Memorandum of Option Agreement.] Lease 051501 ` J EXHIBIT B April99 Site Name:Elgin Little League PCS Site Agreement Site I. D.CH13XC509A Memorandum of PCS Site Agreement This memorandum evidences that a lease was made and entered into by written PCS Site Agreement dated 20_, between City of Elgin ("Owner")and SprintCom, Inc., a Kansas corporation ("SprintCom"). Such Agreement provides in part that Owner leases to SprintCom a certain site ("Site") located at 815 West Summit, City of Elgin, County of Kane,State of Illinois,within the property of Owner which is described in Exhibit A attached hereto, with grant of easement for unrestricted rights of access thereto and to electric and telephone facilities for a term of five (5) years commencing on ,20_,which term is subject to four(4)additional five(5)year extension periods by SprintCom. IN WITNESS WHEREOF, the parties have executed this Memorandum as of the day and year first above written. "OWNER" "SprintCom" City of Elgin SprintCom, Inc.,a Kansas corporation gmf.%-erd By: // C.w .r. By: Name: (5)U 4 �� CAT �3�( I r�. Name: Title: E y. (,rub, l &nit-c Title: ❑ See Exhibit B1 for continuation of Owner signatures Address: Address: 1ST) b f t 0.610 L ii) Owner Initials SprintCom Initials ltGz_ Attach Exhibit A-Site Description Lease 051501 EXHIBIT C ISSUING OFFICE: 0 CHICAGO TITLE INSURANCE COMPANY 1700 S. ELMHURST ROAD MOUNT PROSPECT, IL 60056 NORTH SUBURBAN COMMERCIAL (847) 758-4747 RICHARD CONNOR RILEY & ASSOCIATES 7600 COUNTY LINE RD SUITE 1 BURR RIDGE, ILLINOIS 60527 PATTI BERNHARD CTI ORDER NO_ : 1409 007961957 NSC YOUR REFERENCE: PARK SITE IN EtGIN / DPL AMINI i , COMMITMENT FOR TITLE INSURANCE C) Chicago Title Insurance Company Providing Title Related Services Since 1847 CHICAGO TITLE INSURANCE COMPANY,a Missouri corporation,herein called the Company,for a valuable consideration,hereby commits to issue its policy or policies of title insurance,as identified in Schedule A (which policy or policies cover title risks and are subject to the Exclusions from Coverage and the Conditions and Stipulations as contained in said policy/ies) in favor of the proposed Insured named in Schedule A,as owner or mortgagee of the estate or interest in the hind described or referred to in Schedule A,upon payment of the premiums and charges therefor, all subject to the provisions of Schedules A and B hereof and to the Commitment Conditions and Stipulations which arc hereby incorporated by reference and made a part of the Commitment.A complete copy of the Commitment Conditions and Stipulations is available upon request and such include,but are not limited to,the proposed Insured's obligation to disclose,in writing,knowledge of any additional defects,liens, encumbrances,adverse claims or other matters which art not contained in the Commitment;provisions that the Company's liability shall in no event exceed the amount of the policy/ies as stated in Schedule A hereof,must be based on the terms of this Commitment,shall he only to the proposed Insured and shall be only for actual loss incurred in good faith reliance on this Commitment;and provisions relating to the General Exceptions,to which the policy/ies will be subject unless the same are disposed of to the satisfaction of the Company. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company,either at the time of the issuance of this Commitment or by issuance of a revised Commitment. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months aftcr the effective date hereof or when the policy or policies committed for shall issue,whichever first occurs,provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment is based upon a search and examination of Company records and/or public records by the Company. Utilization of the information contained herein by an entity other than the Company or a member of the Chicago Title and Trust Family of Title Insurers for the purpose of issuing a title commitment or policy or policies%hall be considered a violation of the proprietary rights of the Company of its starch and examination work product. This Commitment shall not be valid or binding until signed by an authorized signatory_ Issued By: CHICAGO TITLE INSURANCE COMPANY By CHICAGO TITLE INSURANCE COMPANY 1700 S. ELMHURST ROAD MOUNT PROSPECT, IL 60056 40,Kfi+ ' ' ':� '`"0 uthorized Signatory Refer Inquiries To: ,�k' ti.-it tr,p� s CvVc� (847)758-4747 �\`i.:�c;'':''''�,,t, ' Commitment No.: 11409 007961957 NSC coMIrara/oodR DPL 05/15/02 • CHICAGO TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE SCHEDULE A YOUR REFERENCE: PARK SITE IN ELGIN ORDER NO. : 1409 007961957 NSC EFF CTIVE DATE: NOVEMBER 9, 2001 1. POLICY OR POLICIES TO BE ISSUED_ OWNER'S POLICY: ALTA OWNERS 1992 AMOUNT: $10,000,00 PROPOSED INSURED: TO COME 2. THE ESTATE OR INTEREST IN THE LAND DESCRIBED OR REFERRED TO IN THIS COMMITMENT AND COVERED HEREIN IS A FEE SIMPLE UNLESS OTHERWISE NOTED_ 3. TITLE TO SAID ESTATE OR INTEREST IN SAID LAND IS AT THE EFFECTIVE DATE VESTED IN: THE CITY OF ELGIN, KANE COUNTY, ILLINOIS, A MUNICIPAL CORPORATION 4. MORTGAGE OR TRUST DEED TO BE INSURED: NONE k2NRCZA1 DPL PAGE Al DPL 05/15/02 12:03:30 • ' CHICAGO TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE SCHEDULE A (CONTINUED) ORDER NO. : 1409 007961957 NSC 5. THE LAND REFERRED TO IN THIS COMMITMENT TS DESCRIBED AS FOLLOWS: THAT PART OF THE WEST HALF OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 41 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF SUMMIT AVENUE (GOLF ROAD) AND THE WEST RIGHT OF WAY LINE OF HIAWATHA DRIVE; THENCE NORTH 00 DEGREES 22 MINUTES 36 SECONDS WEST ALONG THE WEST RIGHT OF WAY LINE, 536.20 FEET; THENCE SOUTH 85 DEGREES 50 MINUTES 16 SECONDS WEST, 271.94 FEET; THENCE NORTH 47 DEGREES 30 MINUTES 17 SECONDS WEST, 75.04 FEET; THENCE SOUTH 86 DEGREES 13 MINUTES 28 SECONDS WEST 48.62 FEET; THENCE SOUTH 41 DEGREES 13 MINUTES 28 SECONDS WEST, 7.00 FEET; THENCE SOUTH 03 DEGREES 46 MINUTES 32 SECONDS WEST, 38.00 FEET; THENCE SOUTH 86 DEGREES 13 MINUTES 28 SECONDS WEST, 12.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 86 DEGREES 13 MINUTES 28 SECONDS WEST, 30.00 FEET; THENCE NORTH 03 DEGREES 46 MINUTES 32 SECONDS WEST, 35.00 FEET; THENCE NORTH 86 DEGREES 13 MINUTES 28 SECONDS EAST, 30.00 FEET; THENCE SOUTH 03 DEGREES 46 MINUTES 32 SECONDS EAST, 35.00 FEET TO THE POINT OF BEGINNING, IN COOK COUNTY, ILLINOIS_ RNRLEGAL DPL PAGE A2 DPL 05/15/02 12:03 :31 • CHICAGO TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE SCHEDULE B ORDER NO. : 1409 007961957 NSC 1. IF EXTENDED COVERAGE OVER THE FIVE GENERAL EXCEPTIONS IS REQUESTED, WE SHOULD BE FURNISHED THE FOLLOWING: A. A CURRENT ALTA/ACSM OR ILLINOIS LAND TITLE SURVEY CERTIFIED TO CHICAGO TITLE INSURANCE COMPANY; B. A PROPERLY EXECUTED ALTA STATEMENT; C. FOR UNIMPROVED LAND ONLY, UTILITY LETTERS FROM THE MUNICIPALITY OR COUNTY (IF UNINCORPORATED) , LOCAL GAS, ELECTRIC AND TELEPHONE COMPANIES AND IF APPLICABLE, THE LOCAL CABLE TELEVISION COMPANY. MATTERS DISCLOSED BY THE ABOVE DOCUMENTATION WILL BE SHOWN SPECIFICALLY. NOTE: THERE WILL BE AN ADDITIONAL CHARGE FOR THIS COVERAGE. F 2_ NOTE FOR INFORMATION: THE COVERAGE AFFORDED BY THIS COMMITMENT AND ANY POLICY ISSUED PURSUANT HERETO SHALL NOT COMMENCE PRIOR TO THE DATE ON WHICH ALL CHARGES PROPERLY BILKED BY THE COMPANY HAVE BEEN FULLY PAID_ H 3 . 1. TAXES FOR THE YEAR(S) 2000 AND 2001 2001 TAXES ARE NOT YET DUE OR PAYABLE. 1A_ NOTE: 2000 FIRST INSTALLMENT WAS DUE MARCH 01, 2001 NOTE: 2000 FINAL INSTAALLMENT WAS DUE NOVEMBER 01, 2001 PERM TAX# PCL YEAR 1ST INST STAT 2ND INST STAT 06-07-302-041-0000 1 OF 2 2000 NOT BILLED NOT BILLED THIS TAX NUMBER AFFECTS PARCEL IN QUESTION AND OTHER PROPERTY. * * * * * * * * * * * * * * * * * * * * * * * * * r r * * * * * * * * * PERM TAX# 06-07-302-041-0000 PCL 1 OF 2 VOLUME 060 3A THE GENERAL TAXES AS SHOWN BELOW ARE MARKED EXEMPT ON THE COLLECTOR'S WARRANTS_ YEAR(S) : 2000 AND PRIOR UNLESS SATISFACTORY EVIDENCE IS SUBMITTED TO SUBSTANTIATE SAID EXEMPTION OUR POLICY, IF AND WHEN ISSUED, WILL BE SUBJECT TO SAID TAXES- Tncm DPL PAGE B1 DPL 05/15/02 12:07:00 11 CmCAGO 1'F1'LE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE SCHEDULE B (CONTINUED) ORDER NO. : 1409 007961957 NSC A 4. IN ORDER FOR THE COMPANY TO INSURE TITLE COMING THROUGH THE SALE OR TRANSFER OF LAND FROM THE MUNICIPALITY IN TITLE, WE SHOULD BE FURNISHED A CERTIFIED COPY OF THE ORDINANCE OR RESOLUTION AUTHORIZING THE CONVEYANCE, TOGETHER WITH THE NUMBER OF AYES AND NAYS FOR ITS PASSAGE, AND EVIDENCE OF ANY REQUIRED PUBLICATION_ IF SAID MUNICIPALITY IS A "HOME RULE UNIT" PURSUANT TO ARTICLE 7, SECTION 6 OF THE ILLINOIS CONSTITUTION, WE SHOULD BE FURNISHED EVIDENCE OF COMPLIANCE WITH THE MUNICIPALITY'S ORDINANCE(S) WHICH RELATE TO THE SALE OR TRANSFER OF MUNICIPAL PROPERTY.. THIS COMMITMENT IS SUBJECT TO SUCH ADDITIONAL EXCEPTIONS, IF ANY, AS MAY BE DEEMED NECESSARY AFTER OUR REVIEW OF THESE MATERIALS. 6 5. RIGHTS OF THE PUBLIC, THE STATE OF ILLINOIS AND THE MUNICIPALITY IN AND TO THAT PART OF THE LAND, IF ANY, TAKEN OR USED FOR ROAD PURPOSES. C 6. PROVISION IN WARRANTY DEED DATED AUGUST 5, 1905 AND RECORDED MARCH 14, 1907 AS DOCUMENT 4003035 TO THE CITY OF ELGIN, AS FOLLOWS: "SAID LAND TO BE ADDED TO AND CONSTITUTE A PART OF LORD'S PARK, SUBJECT ONLY TO THE SAME CONDITIONS AND RESTRICTIONS CONTAINED IN THE DEED OF FIRST PARTY AND HIS WIFE, MARY E. C. LORD (SINCE DECEASED) IN THEIR DEED ESTABLISHING SAID PARK IN TOWN ON HANOVER, COOK COUNTY, ILLINOIS, THE OBJECT OF THE DONOR BEING TO PRESERVE AND CONVEY TO TEH CITY OF ELGIN THE SPRINGS WHICH NOW SUPPLY WATER FOR THE LAKES IN LORD'S PARK AND ALSO TO GIVE ADDITIONAL LAND THAT MAY BE USED FOR A PLAYGROUND_ " D 7 . THERE APPEARS IN A DEED DATED FEBRUARY 22, 1893 AND RECORDED MARCH 10, 1893 AS DOCUMENT 1828587 FROM MARY E. CARPENTER LORD AND GEORGE F. LORD TO THE CITY OF ELGIN CONVEYING PROPERTY NOT NOW IN QUESTION, THE FOLLOWING PROVISION THAT SAID PROPERTY "SHALL ALWAYS HEREAFTER BE HELD AND USED AS A PUBLIC PARK AND BECOME A PART OF AND BE KNOWN AS LORD'S PARK TO WHICH PEOPLE MAY AT ALL TIMES RESORT FOR REST, RECREATION AND ENJOYMENT, SUBJECT ONLY TO NECESSARY AND SUITABLE POLICE REGULATIONS. " THAT SAID PROPERTY SHALL WITHIN REASONABLE TIME HEREAFTER BE SUITABLY IMPROVED AND BEAUTIFIED AND SHALL AT ALL TIMES BE SUITABLY MAINTAINED BY SECOND PARTY SO AS TO EFFECT THE OBJECTS AND PURPOSES FOR WHICH THIS DONATION IS MADE. SAID GRANTEE SHALL NEVER THROUGH ALL COMING TIME LICENSE OR PERMIT THE SALE OR GIVING AWAY OF ANY MALT, VINOUS, SPIRITUOUS OR INTOXICATING LIQUOR ON ANY PART OF ABOVE DESCRIBED PREMISES OR ANY PORTION OF SAID PARK. SECOND PARTY SHALL AT ALL TIMES HEREAFTER EXERCISE AN ACTIVE SURVEILLANCE OVER, ABOVE DESCRIBED PREMISES SO AS TO EFFECTUALLY PREVENT ITS BEING A PLACE OF RESORT FOR DANGEROUS, DISREPUTABLE, DISORDERLY PERSONS, BUT SHALL BE FOREVER A SAFE AND PLEASANT PLACE FOR TO RESORT FOR REST, RECREATION AND ENJOYMENT. " SIMILAR PROVISIONS BEING ALSO CONTAINED IN DEEDS RECORDED DECEMBER 9, 1992 AS DOCUMENT 1782619 AND MARCH 1, 1993 AS DOCUMENT 1825588. IT HAS BEEN ASSUMED FOR THE PURPOSES OF THIS REPORT THAT THE ABOVE DEEDS ARE THE DEEDS INCORPORATED BY REFERENCE IN THE DEED CONVEYING THE LAND, AND SATISFACTORY EVIDENCE SHOULD BE PRODUCED SHOWING WHETHER OR NOT SAID ASSUMPTION IS CORRECT AND WHETHER OR NOT THERE ARE OTHER DEEDS FROM SAID KCSCHBCO PAGE B 2 DPL DPL 05/15/02 12:07:00 1 • " CHICAGO TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE SCHEDULE B (CONTINUED) ORDER NO. : 1409 007961957 NSC PARTIES CONVEYING ANY PART OF "LORDS PARK" TO THE CITY OF ELGIN CONTAINING ANY OTHER PROVISIONS, AND THIS REPORT IS SUBJECT TO SUCH FURTHER EXCEPTIONS AS MAY THEN BE DEEMED NECESSARY. G 8. NOTE: THE LAND DESCRIBED IN SCHEDULE A EITHER IS UNSUBDIVIDED PROPERTY OR CONSTITUTES PART OF A SUBDIVIDED LOT. AS A RESULT, A PLAT ACT AFFIDAVIT SHOULD ACCOMPANY ANY CONVEYANCE TO BE RECORDED. IN THE ALTERNATIVE, COMPLIANCE SHOULD BE HAD WITH THE PROVISIONS OF THE PLAT ACT (765 ILCS 205/1 ET SEQ. ) . 9. EXISTING UNRECORDED LEASES AND ALL RIGHTS THEREUNDER OF THE LESSEES AND OP ANY PERSON OR PARTY CLAIMING BY, THROUGH OR UNDER THE LESSEES_ J 10. WE SHOULD BE FURNISHED A STATEMENT THAT THERE IS NO PROPERTY MANAGER EMPLOYED TO MANAGE THE LAND, OR, IN THE ALTERNATIVE, A FINAL LIEN WAIVER FROM ANY SUCH PROPERTY MANAGER. K 11. FOR EXAMINING INQUIRIES REGARDING THIS COMMITMENT PLEASE CONTACT DOUG LARSEN IN THE SUBURBAN COMMERCIAL DIVISION IN MT PROSPECT AT (847) 758-4747. TO SCHEDULE A CLOSING AT ANY CHICAGO TITLE NORTH SUBURBAN LOCATION, PLEASE CALL (847) 758-4747. TO FAX CLOSING FIGURES, PLEASE CALL (847) 758-2207. ** END ** • wcscseco PAGE B 3 DPL DPL 05/15/02 12:07;00 r---- . • ' OWNER NOTARY BLOCK: STATE OF (//ttbJ COUNTY OF q. IJ&L 11 �a0� The foregoing instrument was acknowledged before me this c:7c-- day of � /�_. �y‘,, ❑by ()I ii--f-ow f C1d [ I t. , ❑ by as ,.�xt � pit4. L.e/ of (1i b Y (� ���xt 1 0 , a � ii-/ l t i f e k corporation, on behalf of the corporation, V `� ' by , partner(or agent)on behalf of , a partnership. it OFFICIAL SEAL 1 OFFIC AL NOTAR SIGNATURE) (AFI�pgY�ARIE@L) 1 NOTARY PUBLIC, STATE OF ILLINOIS NOTARY PUBLIC—STATE OF �.1L l -N 6( My Commission Expires Oct. 27,2002 li i aAft Lc; 0 lti-_ My commission expires: /0 _a 7-O c;1- (PRINTED,TYPED OR•STAMPED NAME OF NOTARY) COMMISSION NUMBER: STATE OF77 3 COUNTY OF C.. O6 A." The foregoinginstrument was acknowledged before me this ( -2 A day of i 749- Z(VZ ❑by PA f ck A-q 5. VOr^1S , ❑ by ,as Di it e c am. N c wt o-fz-tt of a corporation, on behalf of the corporation, by , partner(or agent)on behalf of , a partnership. Aliy,--;::a ytui„..4„.„, (AFFIX NOTARIAL SEAL) (OFFICIAL NOTARY SIGNATURE) ii NOTARY PUBLIC—STATE OF 1(I lc My commission expires: 7- Z Z— 0 s (PRINTED,TYPED OR STAMPED NAME OF NOTARY) COMMISSION NUMBER: 7-1.1-12r Lease 051501 ABBREVIATIONS • ` WHERE APPLICABLE CA Cm) m CI. No H o 0 7 ADJ ADJUSTABLE 5F SQUARE FOOT zz_m C Sn sprmt APPROX APPROX I MATE SHT SHEET ==F v o 51 GAB GAB INET SIN SIMILAR II MIN y 0 t 1 GL6 CEILING 55 STAINLESS STEEL ....lirr ® DNB ' W o y GONG CONCRETE 5TL STEEL U) CONT CONTINUOUS TOG TOP OF CONCRETE GJ CONSTRUCTION JOINT TOM TOP OF MASONRY CI) v DIA DIAMETER TYP TYPICAL • ON6 DRAWI N6 VIF VERIFY IN FIELD M E66 EQUIPMENT GROUND BAR UON UNLESS OTHERWISE NOTED14111, EA EACH WWF WELDED WIRE FABRIC ELEG ELECTRICAL W/ WITH 4,EL ELEVATION BTS BASE TRANSMISSION Sprint EQ EQUAL STATIONIiiii EQUIP EQUIPMENT EXT EXTERIOR COMMUPGS PERSONAL FF FINISHED FLOOR SERVICES SprintCOm, Inc. 6A 6A 6ALV GALVALVA NIZED A-1 ANTENNA MARK NO. 60 � T� CH13XC509A VIcii 6RND ,�� CENTERLINE L6 LONB PLATE ELGIN LITTLE LEAGUE MAX MAXIMUM MEGH MECHANICAL d AND MFR MANUFACTURER a AT M6B . MASTER GROUND BAR MIN MINIMUM NORTHWEST CORNER OF HIAWATHA & SUMMIT MTL METAL NIG NOT IN CONTRACT ELGIN, IL 60120 NTS NOT TO SCALE APPR ALS OPP O POSE TER PROPOSED COMMUNICATION SITE `PRINTM SPRINT MG SPRINT ENG. SPRINT R.F. SYMBOLS AND MATERIALS ZONING WHERE APPLICABLE CONSTRUCTION ii VICINITY MAP 0 DRIVING DIRECTIONS i PROJECT SUMMARYJ i SHEET INDEXii NETWORK PROJECT NO: TSNNHP l p NEW ANTENNA BENZEREESS GROUT OR PLASTER LOCATION DATA FROM THE SPRINT OFFICE IN ROCOIONT SITE NUMBER:CHIBXG509A I T' DESCRIPTION J DRAWN BY: COG I TAKE I-90 WEST TO 25, SOUTH TO 58 NO. 4 EXISTI N6 ANTENNAS 1 I BRICK LATITUDE: N42°-02'-53.05"NAD 83 (SUMMIT ROAD) EAST TO HIAWATHA THEN SITE NAME, EL6IN LITTLE LEAGUE T-1 TITLE SHEET (CHECKED BY: CMS ® MASONRY LON&ITUDE:W88°-IS'-45.53"NOD 83 NORTH TO ADDRESS SITE ADDRESS:NORTHWEST CORNER OF \\ ASPHALT ELEVATION: "186.88 Ft. - LS-1 LAND SURREY HIAWATHA AND SUMMIT 0 CONCRETE L= CONCRETE DATA OBTAINED FROM: 2G LtiII EL6IN, IL 5012o 05P-I OVERALL SITE PLAN QI Fa PCTRIG BOX IL-11-11.-1f.-1, EARTH PROPERTY OWNER: CITY OF ELbIN 5P-1 SITE ENGINEERING PLAN 150 DEXTER COURT 5P-2 DETAILS AND EL.EVATIONS r0000000vakld 6RAVEL Ih '!AV EESGN,IL 60120 a-a-0I ��915� L I6HT POLEIIII LOT NUMBER: N/A SP-3 EQUIPMENT DETAILS s s 6m Rw5E9 SP-4 YARD DETAILS nma R 0 - FiJD. MONUMENT ® PLYWOOD Fjt nGK NUMBER: N/A - 95,5. .COW.al i'' .. ,_• ..,1 SAND IIIIr _ APPLICANT: SPRINT PGS a-9-0I ran mor Xkxx.xx SPOT ELEVATION ��.,,I.A 9801 HI66I NS ROAD Iz-o-m ralmn 01.41110 SUITE ILLINOIS 60018 -5 SPECIFICATIONS SET ELEVATION �� WOOD CONT. 111F11111,1 SUITE 220 SP-6 FIFCTRIGAL PLAN 4 SITE DETAILS ` POWER COMPANY CONTACT P�Oty.MAGEO TI LLMAN COAX AtO A REVISION �I WOOD BLOCKI N6 ..a 3GOMED CONTACT PHONE NO.: 84T-384-3000 E 1� SITE 6RDUNDL DETAILS 4 NOTES_ 815-4 10-3.129liv-zr 6RID REFERENCE G' � SIItI SUMMITST ASSESSOR'S E-2 ELECTRICAL 4 TELEPHONE RISLfi W-T COMMUNICATION /� - PARrFI NO.: O6-O'1-302-041 4 042 AND DETAILS DESIGN GROUP,TIO 0 * _— CENTER LINE ��'V ZONED: LLC 39 EAST 6CU JS O 60 E-3 CABLE SCHEDULES SCHAUMBURG.ILLIN°S 60193 DETAIL REFERENCE SURROUND I N6 ZON I N6 I Pn.047)895-3640 TELEPHONE COMPANY E-4 ELECTRIC t TELEPHONE ENCLOSURES fax(66)696 9965 - - PROPERTY LINE N: COMMUNITY FACILITY S: OF (COMMUNITY FACILITY) - E-5 SITE GROUNDING PLAN DETAILS D SGi S STEPPED FOOTING ::E , AMER TECH e ELEVATION E. AB (AREA BUSINESS) ... 1-800-281-�186 E-b POWER AND ALARM DETAILS MATCH LINE pr _ . `/ W: RG2 (RESIDENCE CONSERVATION 2) A-1 ARGHITEGTURAL BUILDING al INF pp�N55 1�— WORK POINT 4—IECDETAILS --G COAXIAL CABLE A-2 ARCHITECTURAL BUILDING A-3 ARCHITECTURAL BUILD I N6 scow R.IwRNANN RE,Ks. --b - GROUND WIRE 5-1 STRUCTURAL EQUIPMENT PLATFORM SICNEO. ESP II-3G-0,*2 AW6 1 0 POWER REQUIREMENTS 4 CH13XC509A CONTRACTOR SHALL REFER TO SPRINT PG5 DETAILED ELGIN LITTLE LEAGUE SPECIFICATIONS FOR CELL SITES FOR ANY ITEMS OR WORK 1 NOT LISTED OR DETAILED HEREON. NORTHWEST CORNER OF r,' STANDARD SPECIFICATIONS SHALL SUPERCEDE WHERE 120/240V HIAWATHAKCOUN SUMMIT CONFLICTS OCCUR. 200A COOK COUNTY 3 WIRE 24.4 KM sHEET nTLE CONTRACTOR SHALL VERIFY ALL PLANS AND EXI5TIN6 I TITLE 91iEEr DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL $ IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEED I N6 WITH THE MORK OR SHEET NUMBER BE RESPONSIBLE FOR SAME - T-1 R.l).o NII T ) - T9) _"U91 • - .. 9_ 1 - WIRELESS SITE SURVEY 9D_ PROPOSED B'UAI3iT-�Il'SENENT �f orra•• 6200 LEGAL DESCRIPTION FOR LEASE AREA al o //-M t OTNYSY ILDI/ M RAPT O ME REST HAU O THE SOUMMESL OUARTEP O SECRON),TONN5IW 61 ROM.RANGE 9 CAS!CRP) R9R0 (/ i SANITARY _{, / N AYt7t W 7.07 _-��MSw�1 ENwDE ACCESS WE SCOOT AVENUE 000 ROAD)Al THE OF RWIT OF WAY UNE Cr HIAWATHA DRIVE;THENCE NORM 00 DEGREES 22 NWESS T M I M� 22 SECONDS WEST ALONG THE NEST RWIT OF WAY TINE,556.20 FEET,THENCE SOUTH 63 DEGREES 50 MINUTES 18 SECONDS NEST, GO H.O V Iqn / 2]1.94 FEET;THENCE NORM 47 DEGREES 30 MINUTES 17 SECONDS WEST,75.04 FEET;THENCE SOUTH 66 DECREES 13 MINUTES 28 Z N 0 \\ / s� 'R�6�a[' \ .4 SECONDS 9ESr,4662 FEET:THENCE SOUTH Al DECREES 13 DNUTES 26 SECONDS NEST.7.00 FEET:HENCE SOWN 03 DEGREES 46 a N-L'1 P.O.B ( I. f I MINUTES 32 SECONDS WEST,38.00 FEET:THENCE SOUTH 86 DEGREES 13 MINUTES 26 SECONDS NEST,12.00 FEET TO TIE PONT Of `b 2 BEGINNING;THENCE CONS/HUNG SOLIDI 66 DEGREES a MINUTES 28 SECONDS NEST.30,00 FEET;DIFIiCE NORTH 03 DEGREES 46MINUT W n ; 1Y! �' ]\ �e DEGREES 32 SECMINUTES NEST,3600 EAST THENCE NORTH 66 DEGREES IS GIN IFS D SECONDS EAST,3000 FEET;THENCE SO1M 03 H.wt -• yy l�1 GRASS '�- DECREES 46 MINUTES 32 SECONDS EAST,35.00 IFFY TO 111E PONT O BEGINNING.COITANNFG 103Q00 50UARE FEET,W LOG( _ m .\` N J6 [N TM / �. .* \�` __ �� COMM ILLNtlS O _ BL myo w II \ �• d � \ \ �\\ i'"l ____•-'.__- -_ 7- __ - -- NAT P TA NALF ACCESS TTE 1 TNNEST OUMTEA N SECTION 7.TOWNSHIP.1 NORM,RANGE 9 EAST N NE nxRD N Cc 3 6 Af - �j ` -J T M t6'JV10•E YR I V E PRINCIPAL MERIDIAN,BOUNDED MO OESCREED AS FOLLOWS: CCNUMENCNC AT ME NTERSECTION O THE 00 0E RIGHT CE NAY UNE I ,J ���/ G P A(5 � N "T Tu.Cd/ \I �� _' EN l C R A V E L v(��-VE_ CF SUMMIT AVENUE(GOLF ROAD)AND THE NEST RNNT OF WAY LINE Ci MAWATHA DRIVE;THENCE NORM 00 DEGREES 22 MWIES • s S&OU /f �. GRAVEL y2'ACCESS�'�"^ t 6540'N•ref---� '_'"-_'----•- - 36 SECONDS WEST ALONG THE NEST RIGHT Of WAY LWE,536.20 FEET TO ME PONY OF BEOINNMG:THENCE SOUTH 63 DEGREES 50 CA �\ / `. 1 ....s.ir W LJ PROPOSED/ ___ _�.. ELECTmc_ WORM{..�, r. P.O.B MINUTES 16 SECONDS NEST,271.94 FEET;THENCE NORM 47 DEGREES 30 IMUIES IT SECONDS NEST,75.04 FEET:THENCE SOUTH „ 42. ASPHALT N. ��� �� 39� ADS 66 DEGREES 13 MINUTES 2B SECONDS WEST,46.62 FEET;THENCE SOUTH Nt DEGREES IJ MINII[5 26 SECONDS NEST.7.00 FEET; • RAMC THENCE SOUTH 66 DEGREES 13 MN TES 26 SECONDS NEST,1200 FEET,THENCE NORM 03 DECREES I6 MINUTES 32 SECONDS EAST, \\, / [tt1J)t• 11Ad ��_ UTILITY POIl WPCS THENCE NORM A6 DEGREES 46 M DEGREES 32 SECONDS NEST,700 FEET:THENCE SOUTH 03 MINUTES 46 WRITES 32 SEcONOS L P.D.B. W/LqR WEST,1200 FEET,THENCE NORM 03 DEGREES 46 MINUTES 32 SECONDS VEST,1200 FEET,TRICE NERM 06 DECREES 13 MINUTES 46 28 SECONDS EAST,66.65 FEET;THENCE SOON{]DECREES b MINUTES 17 SECONDS GST,1500 FEET:THENCE NORM 65 DEGREES // 6 R A 8 S • b MINUTES t6 SECONDS EAST b FEET TO A PANT ON 111E SAID WEST RIGHT O NAY WE:THENCE SOUTH 00 OEOEFS 22 ,A \��\ - %" _ PROPOSED 30'x35' `-� / POLL •--• MINUTES Jfi SECONDS EAST.12.02 FEET TO THE PONY O FEONNINC,CONTAINING 5772.16 SOUARE FEET.N COO(COMITY.NUNOS. 411116 • 1,4&\SE AREA UGNT LEGAL DESCRIPTCPI FOR MIN EASEMENT _ • THAT PART Of THE WEST HALF OF 11E SOUTHWEST PORTER OF SECTOR 1,TOWNSNP Al NMIH,RANGE 9 EAST Of ME TNRD / PINOPAL WRENN,BOUNDED AND DESCRIBED AS FOLLGNB: NINENCNO AT TIE NIERSEC0IOI O THE NORTH NOHI OF WAY LINE -__� • • UBIITI / O SUWT AVE61E(OOf IG ROAp'A)ESND DE NEST RIONT OF WAY UNE OF MANNTU DMVE;1NENCE NORM 00 IIECIEFS 21 MWIES • • I / GRASS L 271.64 fFFT:NETHENCE ST 4 NORTH 1a]OEUEEST3N MV 1$1l SECONDS EN(STTIN]DE NUM,25.04 WET;THENCE SoulHOB6 DEGREES 005II g MINUTES 1 31. • ,t11.„,,, 11 SECONDS VEST.4662 FEET;THENCE NUM 41 DEGREES 13 MWTES 26 SECONDS NEST.700 FEET.THENCE NUM 03 DEGREES 46 161611ES 32 SECONDS I\ .4: • I ...„..---. .,„\--- S •\• DECREES M MWlf3 VEST.30,00 FEET TO THENCE OPb i Of UTH BE�4NNIOOT GREES 1NENCE NORTH O DEGREES PEST.MINUTES 28 SECONDS MOVIES S2.00 D THENCE YOST, 66.58 FEET 1 \/ / SECONDS EAST 8�656 FEET;�MQ.SOUTH Be DEGREES 13 IGNIREES 13 WNW.26 SECONDSTES 28 ONDSTVES FEET TOT NEEPON.16 T OMIBE5NNM4 V� I U -.�•/• •\ CONTAINING 5]2.6W SQUARE FEET.N COOK COUNTY.WOOS \\ I .5 \ • Wffil 1 FLAG POLE 441! 0 1 NOTES MIRY 1.BENCHMARK WV I +-CUT CROSS IN NORTH CORNER OF CONCRETE TRANSFORMER PAD. \ I ELEVATON-78265' \ 2.PERMANENT INDEX NUMBER-06-07-302-041 • \• // GRAVEL I € cc 3.LATITUDE: N 42.02.53,05'(NNW) LONGITUDE: W 8815'45.53'(NAD83) '/ \ ` 4.THE LOCATOR OF UNDERGROUND UTILITIES WAS DETERMINED BY FIELD OBSERVATION AND • \ / X /' I VISIBLE MARKINGS ONLY. •\ 1,,''''' ' I •\ I 4 5.FIELD COMPLETED ON 1/6/01 APPROVALS ( I 1 6.THIS SURVEY WAS PREPARED FOR THE INSTALLATION OF WIRELESS COMMUNICATION LANDLORD • •\'\ \\'\ unuTY POLE . EOUIPMENT ONLY. SPINET NOR. \ /uwT 7.A BOUNDARY SURVEY HAS NOT BEEN PERFORMED FOR THE OVERALL PARENT PARCEL \• I SPRINT ERG, •\• I I • Y UNES SHOWN FOR THE PARENT TRACTARE SUBJECT TO SUCH RCEL IS A AFACTS WHICH ANT OF.ALL N ACCURATE SPRINT R.F. �. \ SURVEY MAY DISCLOSE. -..-- a • • � I Q • CONSTRUCTION It \ \p er•-• •/• NETIMOMI • 4 - • -- •- \• � Y-'' ._...._-. R I PRO,EOT NO, 80,010 s SITE s E I DRAWN BY, • N A. E ?/ Q :NW I ( I CHECKED BY. I FIy • . / 0..1m0 A GaN r i E.(EYN65TCN- 'p➢• Q _4iN. .w 1 ,� .. LOCATION MAP • LEGEND Vial PROPERTY LINE(BOUNDARY) ••• TYPICAL SIGN PROPOSED IF 4 LINE 1 MIRED ENO SECTION I. :,� CONCRETE EASEMENT UNE P' CLOSED MANHOLE CONTOUR UNE PROPOSED EASEMENT LINE (1 - OPEN GRATE MANHOLE TREE LINE/HEDGE LINE -•CENTER UNE y GUTTER FRAME EDGE GRAVEL TOLE i -BUILDNG SETBAIX s\ VALVE VAULT _.-._. W-T LAND SURVEYING am MEASURED DATA C FIRE HYDRANT - EEW�UNE woo AID D(tl0IRVCIKN SURVEYORS OR RECORD DATA B-80D/SERVICE VALVE STORM SEMI tO 39 EAST SCULLY DRIVE ICI CALCULATED DATA •"'- ' STREET Up1T SANITARY$ENFA SGIAW1BURc 0.1A1OS 60153 • CORNER FOUND �® TRAFFIC SIOIAL =y= CONDO SEMEN we.(es])895-3640 0 CORNER SET N POLE ARM SIGNAL WATER SERVICE LINE N HANDHIXE OVERHEAD AN 0..(8A])895-9985 �nu_a1� ((R.a+N�r0cl ® ---.• - OVERHEAD EIEC. LII �.Rq9DyT(BADE •� GAS ELECTRIC METER Li (aoRo.RnRW.ncU DT PEDESTAL(tRE)o,etc) GAS UNE TEIECO LINE R A6= 0-0 AREA UCIIT 1NEES(E1AROMW) v- U.O.ELECTRIC UNE +. UDUTY POLE/GUY MIRE - U.G.EIECIRIC UNE NORTH STATE OF ILUNas ss CH13XC509A 33.00' COUNTY OF COOK ) ELGIN BALL FIELD SCALE: 1">= 30' WE W-T LAND SURVEYING, INC. DO HEREBY STATE THAT WE HAVE SURVEYED BEARINGS ARE FOR ANGULAR REFERENCE It ONLY AND ARETHE ABOVE DESCRIBED LEASE AREA AND THAT THIS PLAT REPRESENTS THE NWC OF HlAWATHA DR a CONDITIONS FOUND AT THE TIME OF SAID SURVEY. SUMMIT AVE IOOLT ROAD) NOT RELATED TO TRUE OR MAGNETIC NORTH ELOM,LUNG* GIVEN UNDER OUR HAND AND SEAL THIS 2nd DAY OF MAY A.D. 2001. 4_, P.O.C"-NL AT SCHAUMBURG, ILLINOIS. SI W-T LAND SUR PING,INC. ..QOF./i'•. SHEET TITLE LNORTH UNE CF SUDO,AVENUE At, f- ®l .71 �JEA;'N ` LAND SURVEY AE KOTER $ N. ':D3b003323:` S -IWNOIS PROFESSI L LAND RVEYOR NUMBER 33 s'••.i I WO 6HEET NUMBER - - - - - - - ----5-If-/{EMI-T--------A--V-E-Af-ll--E- - --- ------- - -- LS-1 (GOLF ROAD) F \---' _------- --- .----_---- - SA o . . t , , . N. . V)a , NEN 6' UTILITY CM) oa a 40 0 EASEMENT SEE SURVEY 0 FOR DESCRIPTION CM IX w 8 co o 0 W NEN(2) 4' CONDUIT 2 ol EXI5TINS TELCO PEDESTAL FOR TELCO SERVICE 111.111° g W-I' FROM W_AREST AVAILABLE SOURCE TO PONER 4 TELCO PEDESTAL ticaEr2, ..,-•X....- AT BUILDINS SIDE __---EXISTIN6 UTILITY POLE V IIMII gi,' 2.d ... I.ALL UNDERSROUND C.ONDUIT RUNS IWO to it ta. II NEN(1) 3' CONDUIT _____ --- 11(1 I SHALL BE PVC SCHEDULE HO CONDUIT es 0 FOR ELECTRIC SERVICE 90 DESREE BENDS FROM BELOW &RADE 1:2111 W FROI4 NEAREST AVAILABI_E SOURCE '1C12--" -------.-- .-- -- lq() AND CONDUIT RUNS ABOVE 6RADE SHALL BE HN6C SCHEDULE 60. CI) AT BUILDIN6 SITE __ a ----- — -- -.-- -.---------. . 2.CONTRACTOR TO RJr,TORE _. • -' -- ------'---- ---- _- ALL DAMMED AREM CAUSED • ------ BY CONSTRUCTION TO ORIEINAL illa — __------- • _. --"1 b.-I CONDITION. UPON COMPLETION 1Clo--- 1 ---------- _ __ -- _- CP CONSTRUCTION...---- _ --- • ...----.--- ---- 3.CONTRACTOR SHALL REFER TO SURVEY --- • FOR UTILITY EASEMENT 4 ....0-.F.A II _ _- -- i -4-i m t_ EASEMENT LOCATIONS 4 DESCRIPTIONS — -- ..— • __ .-- 4.coNTRACTOR TO VERIFY ALL MOUNTING ____ ---- HEI6HTS AND AZIMUTHS OF ANTENNA-S - X X X x x x X X X PRIOR TO INSTALLATION / MATCH C11111157111161111 t, TEMPORARY SOIL 1.....fl 14. MATCH / = &RAVEL • ACCESS ROAD• EROSION CONTROL S. -----. SEE DETAIL FILTER FBJCINS ---- .......-.. • .-.-- • , X • , SEE DETAIL I/SP-6 _---- . ....... . . . = 12' ACCESS „... * I , ..7----- — —....... ........ ............... ,,,-- ••• -•••••-••-•••• •••• EASEMENT SEE SURVEY . , ', / FCR DESCRIPTION I N\ NEN 30' X SS' SPRINT PCS LEASE AREA .... dD / 111 0 .\, / In CONTRACTOR SHALL REMCNE xALL UNSUITABLE SOILS FOR ..... ....... ..... .... . NEN MISSION x . ............ . ... •••• --- t$ INSTALLATION OF NEN \ ARBORVITAE 7-/ - •••••-•• / /' ../,/ / / ....... . •-,.. . . ...... \ i X / /•• / / APPROVALS ..• / \ .t 0 0 / r / '. . ... .... . .. ..."''" . CONTRACTOR SHALL FATHER LANDLORD • ,W.4,..;t7w.c.. ..... • , , ' ' / / / . , •-- • .... / NEN 6RAVEL DRIVE INTO EXISTINS r EGUI1714$JRALSHELTER 11.465,,, 1 witi%. . ..-- . -ii T• ..„ -- :/ , ., /. f .. ..... ..•-- x, ''.Z111111EIRMIIIIVIIV_, $. NOT TO INTERUPT THE CURRENT SPRINT MGR. TF.76/.50 * I 17""tfIlilitil - / /// L DRAIN/see PATTERN SPRINT ENG.\ • LE II II— — — , ,,/ / , , *ss. * •,, • SPFUNT R.F. 181.00 'TINS/ ZONING 161.0NJ 0 ,,,,... 1 ii,Z_AL23111:q11 11 • N. X 'yemoitio , CONSTRUCTION \ N.,,,,, • x ;4, NETWORK 'S. - ..a`-'=.Z=Mn1 /// NN . . . - \ * In / ,.., / / * * •'...:''• / / /' .. / i N \ N ------------- .,-- . 1 MATCH I • / / , is , \ N__,-__-------• I PROJECT NO: T00697 I • - • k SRA SS\ •-- • • ' ....„1. EXISTIN6 • \ - / / / / .,' / , X .....,' 6RAVEL DRIVE I DRAWN BY: coo I IMEE31 , • -- N. I CHECKED BY: CMS I I Is\ ASF)HAL_T (:_--„,RAVEL AREA N___ ____ — _____- - / . • .• \ _----- i•••, - , \ . \I STINE. „ x ---- x / / - / . ..--......'-..---"-- ----, --."'" 4 0-0444 11000 WM SIII I01 S 5-.1 NSW • 0.0-01 Mg 0101111/C101 - • .......... 2 OS-4,01 MI WWI k N. ---- 1/4 . . 2 0-11--01 14111.01 a' ..•••'' ' I I1,0-01 r0 0,10 . DIASOUT X ./ / ••••" , .•••• cg • / TO REMAIN .-•••• • x .. / -,-----.-----. \,,/,-EXIST1NO / ' Va ---- x -__---- .1 DU&OUT/ I —\.•-,,,,-...,„ 7 PENCE TO REMAIN if . ..,,r- -------- c : '.. :.•- W-T. N COMMUNICATIONGROU P LLc + .., .„• Z--/----/---i----' I /../.." • •.. . -. / " T sc/act DRIVE DESt, • . . Sr-2. x / . . , ../ • .... • 1 UTILITY POLEFILIZNHLD LI6HT TO BE AND REPLACED WITH/NE*4 // . • 4 SCHAUMBURG.ILLINOIS 00/93 ph OW)895-3840 fox.OW)(195-9985 ' . NEN UNDERERCUND IGOAX . CRASS . I ‘ CAR F CCNDUIT ST DETAIL .. 't•'4%0/ I4CNOPOLE WITF141 175PORTS Lie+rrs AM,R TED // * SECURITY LISHT / ' ) \ V.7 x I/ V / / NY PLATFORME PANEL ANTENNAS '24 // ....,......'..... Y'SEE SP-2 / "A \ SCOT R.11111,NAHN PULS. \ / 'i. SIGNED DP It-30-01 / \ NA TO' FOUNDATION` (y / _____........ .„--.---c --‘ SEE DRANIN65 BY OTHER5, ELEV. 161.25 ••••,-, .. ''' . . . (...\"' // c9 CH13XC509A if / / k31 / ELGIN LITTLE LEAGUE \ x / I . • a . / __.• NORTHWEST CORNER OF . HIAWATHA&SUMMIT x • 1 \ , , • I .... It'' COOK COUNTY / / . , SHEET TITLE OVERALL LANDSCAPE SCHEDULE SITE PLAN NO. MATBRIAL SCIENTIFIC NAME HT. SPACINS -ROOT BALL OVERAU_PROJECTED HEISHT CALIPER 10 HISSICN ARBORVITAE thujo occIdontolls 'mission' 6.-0. 56' 0.C._ 5/5 10' _ OVERALL SITE PLAN ® /b. SHEET NUMBER SCALE, l".10'-0' NOR ...... OSP-1 i y � �o EXI5TIN6 :ELC:: __ EXISTING UTILITYN. PEDESTAL O MAIN POLE TO REMAIN` ISTUBUP SEAL b' ABOJE GRADE�I oa C la CA a. ya0 I F F W OT 3r4 3 ■ MI r ICA _ I I m I • 44 OM 1 I 1 \ \ 1 *Id 1 I ...1 -I m I Io' _ _ 1 -- —_ -- _— FOR 4• CONDUIT 1 I FOR T C JIGS FTdOM EXI5TINS O IN6 PEDESTALNEW TEMPORARY SOIL EROSION 1 I CONTROLE FILTER FtTiGIN6 1 � DETAILS NEW 3' CONDUIT FOR m ELECTRICAL SERVICE .� 1 I FROM EXISTING UTILITY I / X x X X X x POLE Clit f 1 I 1 I � � m + / 1 1 _ — ____ ,� / APPROVALS I \ p + _-- -- LANDLORD I d / / I m 1 SPRINT MGM 50 -0' LE AREA 1 SPRIM END. I smam MF. 26'-6' BUILDING 1 \ \ \ I I . ZONING E ' 1 NEW CO WIDE UTILITY 1 CONSTRUCTION EASEMENT. SEE SURVEY 1 NETWORK FOR DESCRIPTION m 1 A PLUG SEE 5P-6 PROJECT NO: Tp0697 IIIL••••�� �p IU , I —� NEIT GRAVEL DRIVE DRAWN 6Y: COO 5EE 4/SP-G 0.00. on NEW ELECTRIC SNITCH( ) 1 CHECKED ST': CMS • a ; _0!! MOUNT TO BU IMETER 4 � T51DE (�1ffl'�� POWER CABINET ,p .: ---�' •— 1 TELCO MOO DEMARCATION BUI ICN 14 t, .!• - .. • NEW MOTOROLA SP-4 (TAP) 9 POINT MOUNT TO BUILDING ' tt • Nt3V MOTOROLA . -1.; ;s RADIO CABINET __ TH_C.O PPG CABINETS 2s4S GA. ' ',,I r.44. � �.�_w _ a0�'�i r< ; -�f SEE (TYPJ 4 ��. ��-- �� hlouNr®l'O PLATFORit��•�1••i SEE E-4- O 101111110010 NBV EliUIPMENf BUILDINGs s+a sc®: 2 i /��jj�, � W/CONORETE PAD ENTRANCEmaser ry cm+acai� � Is MO� ! I �• ,� 1I ��:�11�.••••���•�� . 5ff ARCHITECTURAL DRAWINGS ; N-et.a �RLO�a-! NEW EXHAUST FAN x a-ma Nan 11®111111/111111�III11�©i111l — pR. RR MO SEE 3/5P-, i(,71 ■ ��li 7+',,.�j'!_ ; "E ROE 0., G� �: �' q I NEW CABLE TRAY ��'+ , �- ARCH.DRAWINGS �:� I ��j,,ITi� 1 � i7 �� + 5P_1 .y�s� ■ NEW EQUIPMENT FRAME �61# i�951.Wa�' ! ■ �� 1 SEE STRUCTURAL SHEET SEE 1 SUPPLY GRILL DOWCO I •�� 9 9 ° ` NEW COAX LADDER W-T COMMUNICATION DI'E-Ob 19X1� FAI LOUVRE I■� s ' SEE SP-, DESIGN GROUP, LLC / BIRD 5GR!$1 �s �,� ��c' 71siA 1 le a6 39 FAST$GULLY DRIVEMOU T T ANTENNA 1,1111.I :111:17,1111.7...1111.1:1•111111111:=111111111INJV(iONriRETESO39 EAST4 M1Md5IVENEMPR0T5CTION PYxT PtiIesT)en-Je.o MOUNT TO BUILDING 51DE SEE 3/5P-4 m.(ea)es5-99. SEE SP-4 � ��:� 1 60193 SEE APING I I . I \\\\ I I NEW ACCESS ��s DRIVE EASEMENT I, SURVEY FOR DESCRIPTION NON 9' COAX CART F I 1 Ar $COtT R.1111:: CdJDUIT c DETAIL sa+LD:1.________ _ !c,!c,,,„ L _ __- _ — ��' o To EXISTING BUILvtN6 N U TELGIN LITE -- J NEW SPRINT PCS 3O')05' NORTHWE SURVEY FOR DESCRIPTION HIAWATHA 85UMMR COOK COUNTY NOTE: SHEET TITLE CONTRACTOR TO RESTORE ALL.DAMMED AREAS QTE ENONEERMG CAUSE)BY CONSTRUCTION PLAN TO ORISINAL CONDITION. Y GEOMETRIC PLAN O \\ ENLARGED SITE PLAN 0 \\ "°'E' SHEETNUMBER FOR ADDITIONAL DETAIL NORTMORT SEE 2, 3/SP-I AND OSP-I SP-1 SCALE. I/4" = I'-O' SCALE. 3/16'=1'-O" P i A • PLATFORM REFERENCE NOTE: 14'X14' SQUARE PLATFORM MODEL WMBE2:a50055 . MANUFACTURER, SUMMIT CA m NOTE. o MONOPOLE MID PLATFORM DESIGN BY OTHERS SPRINT PCS MAY REQUIRE A 14'XI4' SQUARE y c PLATFORM TO ACHIEVE REQUIRED AZIMUTHS 3NJ VERIFY MAKE AND MODEL WITH SPRINT E w Z3 1 TOWER MAFACTUR62. IWO I-7 n / 16.-0:. (rm.) /, ■_ en a SM , 0 � CpCn RXO/TXO �(1 OpRXI/TXI • / //////////4i/:/.0/0!.�\\\\\\\\\... \v. RXo/TXo Rx I/TXI ,t'�/��i..///////-, .`\\ �' NEW 1 O' LI6HTN I N6 ROD NEN 10' L I6HTN I N6 ROD /////////////%'\` V\0\�\� �\�`/ f NEW SPRINT PCS Jr Nsv sPRI Nr Pcs1111 /�/ SEE 2/5P-2 � > �0 \\\\��o\\i 1 N .�SEE 2/5P-2 ANTENNA IF .�`1 1`�- A v RJTuRE,'////�4.. S�:,-,44. kal W - ��NEN ANTENNA PLATFORM / / / //. ,wTURe V (J�3\ Ii - ,JT b SEE 3/5P-2 b SEE 5/ANTBJNA PLATFORM VO�z A A .FUTURE CARRIER FUTURE CARRIER p A A PLATFORM LAYOUT IS 6ENERIC. SEE TONER 1. 411 p0 DRAMIN6 FOR ACTUAL SEE ANTENNA DETAILS OOO OO PLATFORM CONSTRUCTION i I/5P-2 t 2/SP-2 000 OO AND ATTACHMENT RXO/TXO RXI/TXI 000, OO('4\\-NEW SPORTS LIGHTS TO MATCH OOOOOO EXISTING MODEL, LAMP TYPE AND HEIGHT EXISSPORTSTING LIL, LAMPTO MATCHE SERIF W MODEL, RD APPOINTED AND HEIGHT VERIFY WITH LANDLORD APPOINTED VERIFY WITH LANDLORD APPOINTED TYPICAL INSTALL LIGHTING CONSULTANT LIGHTING CONSULTANT APPROVALS NEN TIGHT INS SHALL BE WIRED INTO NEW LIGHTING SHALL BE WIRED INTO ANTENNA LOCATION PLAN CD � EXISTING SPORTS LIGHTING SYSTEM EXISTING SPORTS LIGHTING SYSTEMLANDLORD SCALE: 3/H`=1'-0' ii SPRINT MGR. SPRINT ENG. SPRINT R.F. J 1 - ZONING F \ S i CONSTRUCTION i. n i J NETWORK .. i 1 T PROJECT NO: TEEN97 IQ p i DRAWN SY: WO ,Ti ryI h CHECKED BY: CMS �1 - Y - TED SECURITY LIGHT RELOCA7® SECURITY Ll 6HT REPLACE AT APPROX. EXISTING HEIGHT CONTRACTOR TO VERIFY TOP BRACKET a �---REPLACE AT APPROX. EXISTI N5 HEIGHT ANTENNA-TYPE, DOPNTILT �� AND AZIMUTH PRIOR TO INSTALLATION ' '}" IM ° I mesa Re maTeceu 6.8• - J m+Ja aFla -_., i u-uo ra R1(a illff 110110111111111111111 IF DE COMMUNICATION JDESIGN GROUP, LLC VTOP IEW (/_ 1,1..1 �: ,J.,„, SOINJUBURGRADE X EAST sdniY DRIVE I,I _2• +, :.`iM(M))19�36100193 , `A'-Y j 62'-I' lec(JNT)e9s-9tas FRONT VIEW SIDE VIEW -TINTED GRAY TO MATCH �� EXISTIND BUILDING STYLE MFG, NEN TOWER ANPRBV, PCS-09016-0DM NEW FRAME EQUIPMENT SEE IA6RAH$ BYAO[ON OTHERS 1E2 FOUNDATION SHELTER I6RAMS BY OTHERS PANEL ANTENNA O NEW ENTRANCE SCALE: NONE DOUBLE DOORS M SCOIT 9.T1bPHN PE.PLS. LOBED ERP.. ”-3D-0I fi C09A SOUTH ELEVATION 1A N LITTLE LE SCALE: 3/32"_I'-0" EAST ELEVATION O ELGINLITTLELEAGUE 56ALE 3/32"=I -0' NORTHWEST CORNER OF WAWA KC UNTY T � COOK COUNTY SHEET TITLE DETALS AND ELEVATIONS SHEET NURSER 1 SP-2 3 a o 0 LE wo i4°_3 -DG POY®2POHER � f7 t A Q� ç bf5 GOH Ner '43 , q col hinFem. CM AD TxLWc_ I� COAX GON E-CTIONy O \ �♦ •�� O C Le• �� r// • A 6 9 A m e ) I• • •�� • M I u w ^ u O,_,__ O O •� I500 LBS •f•I'4 a ,.�•,A''I'',.I • ENTRANCE PORT (BOTTOM OF CABINET) • v 9'°D JT-5PAW6P5 , ,' Lv $ : 8 �� p 3• te O / ry 8 N ri Tr rv • C4,49 ,.,,,,,,..., . ...,,.--... .-.<............„......:1 7: \,,, ai.c0.1 ' y Tx/iDE fix SPA \ J 'NO I . L. `o 00 °: / 11 1 I - ALPHA e O ''j• 3 - BETA `,. I i APPROVALS • 3 6AhniA yN•'' LANDLORD COAX BTS ENTRANCE PORT (BOTTOM OF CAB I NET) SPRINT NOR. SPRINT ENG. RF CABINET ENCLOSURE COAX CONNECTIONS SPRINT R.F. ZONING POWER CABINET-FRONT® RF CABINET-REAR O CONSTRUCTION EIWORIC SCALE: N.T.S. SCALE: N.T.S. IPROJECT NO: T•OWT I ' I DRAWN BY: COO] ICHECKED BY: OMB I RF CABINET COAX CONNECTION Ci) SCALE: N.T,5. "14.00' -11.00' • .541.80' 59.80' HWNTIN6 BRACKETS MCINTIN6 BRACKETS 7 56.00' 56.00' m-C-a W FM E1_tEw E-tl-01 RR WEE �Oft t 0111-0 IUl11O • �1E f -- I 1 111sW 111111.1. 1Z00 l�fi B�PTY)1g / 1I.40'1-3o• 1 �.bo1 g 11.20' 19.90• o gVIFIM 401351C it ',r!'°'�"'II,• /II L• ' I IIf ry W-T COMMUNICATION '• O 19 EAST SCV.1Y DRIW '•i•P° DESIGN GROUP, LLC \ ' ..ff ° — � -_._ � �F �— • IZN �.(8a]),91-99A5 g L � Wg c o g '/� � POWER GAB I NET 47 `_ Q RF GAB I NET e ri IT SCOT!R.iRIPHANN PE.RIS. 11 111 %� �� \ g g CH13XC509A / 1\ % %%� \ `` / �' ELGIN LITTLE LEAGUE 0 •10. z : : 0r OF ___ N 1' �. 0 Is ', .`, AMBOA A Y SHEET NUMBER POWER CABINET-REAR O RF CABINET-FRONT O POWER CABINET0 RF CABINET SP-3 ;H J • 7/)-4". 7/)-4" / 50' MIN. EXI5TIN6 MOJNTINO KIT 6P'r ANl' EXISTIHNG 3 / PAVEMENT ��' 9./ 1/2' SSTEEL 7AI Nl_I55 USE MULCH SEED AND TOP SOIL 6ROUH1� / 6 MIN MOUNTABLE BERM cLAMP (TYP)BUTTERFLY RI6ID,CONDU1T� ON SLOPES BETWEEN 4,1 ! 6:1 o FILTER CLOTH t q y wok� 1/2' ,AIMIPER rn o=i I I. STONE SIZE - USE 2" STONE, OR RECLAIMED OR REGYCJ FD cONOR1=1'E _ EGUI VAL.ENT. SLOPE HINGE POI VARIES g t ,a°s 2. LENGTH - AS REQUIRED, BUT NOT IP THAN 50 ILL; EXCEPT ON A V, SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD GADWaD ='F:g APPLY. F TOP SOIL , c — 3. TH I C.KMFSS - NOT LESS THAN 6 INCHES. I/2'6ROUHID NM 3 O• MULCH EROSION f ON CONTROLw W n 4. WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL KIT FILTER CLOTH ORIMO 4 WIDTH AT POINTS WHERE IN6RE'S5 AND EGRESS OCCURS. FABRIC O K 5. FILTER CLOTH- WILL BE REPLACED OVER THE ENTIRE AREA PRIOR TO *6 NNG MOUNT WITH PIPE TO PIPE 12 PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE COWEEGTOR TO THE BUILDING FAMILY RESIDENCE LOT. p INSTALLIB SIDE 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONNECTION -- _ CONSTRUCTION ENRANCES SHALL BE PIPED ACROSS. THE ENTRANCE. IF n -- • PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE .Ili 1411111 PERMITTED. - -- ORIGINAL GROUND 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC COMPACTED ETI8AMM1 EidT RIGHTS-OF-NAY. THIS MAY REQUIRE PERIODIC TOP AIRDRESSIN6D/ WITH *2 TINNED )411 SLOPE EROSION ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR TO GROUND RING COAX MEN F TO RADIO 1111„4 CLE/NOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT EQUIPMENT IN THE BUlLDI N6 SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIONYS-OF-WAY, GPS ANTENNA O CONTROL (SEED) O MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO SCALE: N.T.5. SCALE: N.T.5. ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING 15 REQUIRED, IT SHALL TO DOME ON AN AREA STABILIZED TRAMP 45 D STONE. AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPF'I NIb DEVICE. q. PERIODIC IMYN(LCTI ON AND NEEDED MAINTENANCE SHALL BE PROVIDED A4-11=K EACH RAIN. GONG CAP CONSTRUCTION ENTRANCE0 TOP SOIL ACTED PI DIALL LAN CC NOTE. 6RAN>L.AR PIPE FILLED W/LEAN GONG GCNTRACTOR SHALL PROVIDE BA KFILL SCALE: N.T.S. 8' BOOT TO SEAL CONDUJIT AT EACH END. Q I`I (TYP OF ALL) \ ERADE + z. j j�• � .� (\ — 6' GRAVE. OvER NEED BARRIER 8' PVG 5GF� /�'' \`' APPROVALS 60 PIPE •.1 P;''.; . • 00`:' 00 : LANDLORD OO OO.: ••'� �,.,. SPRINT NGR • �_ ? Q G 111' SPRINT ENG. U.L. SYSTEM NO. CAJ1149 - 0 0 0 0 0 0• z f •• OOO,�,OO O OO• D � SPPoNT R.F. METAL PIPE THROUGH CONCRETE FLOOR, WALL, OR BLOCK HALL /x \ (3000 BASE PSI C NC) ZONING TCP VIBI F RATING=2-1R. CONSTRUCTION _ T- I RATINS=0441. 6' GRADE 9 GRAVEL SECTION A-A . 70 ;,�.'. NETwoRK L A © © s DIAI11.. CONDUIT TRENCH TYPICAL BOLLARD DETAIL O• '•ii7Ij �; SCALE: NONE • 3 CHECKED BY: C' ' © L. 1. CONCRETE FLOOR CR NALL A-SSSB'ELY : 1 Ka-a a=Pa A.LIGMTYEI6HT OR NCFNAL MEIEHT CONCRETE FLOOR(MINIMUM 4-1/2' THICK). s S-Pa Ian B. LIEHTYEI6HT CR NORMAL MEI6HT CONCRETE MALL(MINIMUM 4-1/2' THICK/. s -*-* RSelsKn ml ' C. ANT U.L. CLASSIFIED CONCRETE BLOCK NALL. s ea-a �1flo 2. 'MUM PENETRANTS TO INCLUDE ANY OF THE FOLLCNIN6 : m-n-0a. MR MI6 A. MAXIMUM 10' NOMINAL DIAMETER STEEL PIPE. COAX GABLE I IS-U-01 301 R,O B. MAXIMUM 4' NOMINAL DINETER COPPER PIPE. TO ANTEWAS D. MAXIMM 4' NOMINAL DIAMETER BIT. D. MAXIMUM 4' NOMINAL DIME-TER STEEL COHatlliT. NE34 COAX VT 3. MIN. 1/2' DEPTH HILTI FS-UE 141614 PERFORMANCE INTUIESC81T FIRESTCP SEALiWT. GABLE COVER 4. MIN. 1/2' BEAD HILTI FS-ONE HIGH PERFRMANCE INTUHTSCENT FIRESTOP SEALANT. 5. MINIMUM4' THICK MINERAL NOOL(MIN. 4 POP DENSITY) (SEE NOTE NO. 4). W-T COMMUNICATION COAX COLLECTOR DESIGN GROUP. LLC NOTES . I. MAXIMUMDIAMETER OF OPENING= 12'. I ','f GROUND BAR AT ly EAST SCULLY ORM INTERIOR OF TOWER saleuKe(R T ILLINCIS emya 4. 2. ANNULAR SPACE=MINIHM 0', MAXIMUM 2'. (ea) 3. HALLS REWIRE 1/2' DEPTH.OF SEALANT FLUSH NITH BOTH SIDS. - m=(RR eys-ryes 4. IF MAXIMM PIPE SIZE 15 4' NOM. DIA., A MINIMM 3' THICKNESS OF MINERAL Y'IOOL MAY BE USED. v GABLE JAPERS S TO RADIO EQUIPMENT SEE HILTI FIR.ESTOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS \ HILTI, INC. TULSA, OK I-800-8-19-8000 rd I 4 TO 6XINCRES 1 THICKNESS 4' CONCRETE PAD I W/ 6' GRADE 9 6(RAVEL RA�,F 8' RUBBER COAX SLOTT R.TRIPHAHN PE.PLS. DONUT BOTH ENDS ...m 05, II-JO-M ) 1 A A A \1 &RADE 6' ABOVE FLOOR ELGIN LITTLE LEAGUE MIN 12" RADIUS n FOR 6ROlJND LEADS ~BELOW GRADE NORTHWEST CORNER OF ,I \ T_ HIAWATHA S SWART COOKCOUNTY 12' MIN. 6' RADIUS MIN. SHEETTRLE 62'-I' NEW 8' PVC SGHED WALL PENETRATION — / I 40 PIPE FOR COAX YARD DETAL8 SCALE: N.T.S. O TONER (TYP OF 3) THRU FOUNDATION II -a SECTION SHEET NUMBER . . SCALE: NONE O v7 CP-.111 f} . 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'.`/► M N6Y PPG ELECTRICAL ` • B•B®FILTER _ MIN. 6" INTO MOUND. = CABINET MOUNTED --�� • NEW 2#12 IN I/2'EMT TO EQU I PMEJT PLATFORM 7 FOR L 16HTT]NI6 (TYP) . PER MANUFACTURER dal � �I4go �I��` irog`- il gl SS E-4 ! 6RAVIEXHAUSTTY FAN t� 701011111F.''C=:=77.1011 I. YL7VBN WII�F$1GE TO EIE FA5TI3�D PC+STS,STC�EITF�2 7 CR U ft>310'fE TF�WSTAT NEN B iENCY LIGHTSEE SCit1fELY TO FENCE POSTS WITH TYPE OR 2" FIARDI'EOOD. TESTHE ll •� �g••• I - CONNECT 2.12 IN 1/2' HIRE TIES OR STAPLES. ENT TO PANIELFENCE, HOVEN HIRE, 14 6A. .B FOR FAN!TMp) ■ I � jjll�lr��! 2.12 IN I/2' EMT 6' MAX. ME5fi OPBNIN6. ;;;;1111 , :C �pYtE=�-- 1116 RUN TO SPARE BREAKER 2. FILTER GAIN TO BE FASTENED SECURELY FILTER CLOTM,FILTERX, MIRAFI Il '' TO Y'IOVB•1 WIRE FENCE WITH TIES SPACED IOOX, STABILINKA - 1 EVERY 24" AT TCP AND MID SECTION. TI40N OR APPROVED 2412 IN 1/2' EMT V- IIIEQUAL• TO PPC. POWER PANEL 1115111111111114 TO SPARE BREAKER till FILTER FENCE !� . A SCALE: N.T.S. O A {� / � NEW HALL MOUNT __ ,���..• �p I THERMOSTAT - '' 411 PO $t 'MISS NEW (4) LAMP COOL I L ®.••••••11�••© / WHITE FLC) Ce'IT !�!j l� •*2 M I RUN ALL NEW GGNDUII NOTE. CONTRACTOR SHALL S- LISHT FIXTURES MOUNT I� T REQUIRED FOR RADIO ,I REFER TO SITE PLAN FOR DIMENSION I TO CEI LINE A5 REQUIRED Z►r I-- PI��4-���•1�i�1 i�a l�rE�-"• ?� TONER t 18G0 UNDER I ►e1iyv.�:4`i.�i• `� PLATroFa+ w+azE PossleLE F R MANUFACTURER • REG111IRE'IElTS APPROVALS LANDLORD 6' CRUSHED STONE \ \OVER PEED BARRI-_ SPRINT NCR. 1' . , r SPRINT ENQ ISPRINT RF. I I ZONING CONSTRUCTION \a \\ \`\ • IV V- V'V"V'V-.`-`-W �''W-��-,'VNETWORK - 6E0TFCTILE FABRIC 45S COMPACT SUESRADE BE W ED ER TO UNDER PROJECT NO: T00547 GRAVE.. MIRAFI 500X IDRAWNBV CDOI OR APPROVED EQUAL �. CHECKED BY: CMS . BOIE9i I. REMOVE TOP 6 - INCHES OF GRADE FROM DRIVE EXTENTS. . 2. SCARIFY TOP 6 - INCHES AND COMPACT SUB6RADE• DRIVEWAY DETAIL O SITE ELECTRICAL PLAN O ,.. IINCO SCALE, N.T.S. SCALE: I/4' = I-'0' , esma �'m°'-1e' 03-0HA p,Mtn RAO 1 MA,* ru lets' iiniii CONSTRUCTION NOTES, A A. STRAW BALES, SS NOTE 2. C B. 2' X 2' HAROP000 STAKES OR 3' LONG I�AR — _----- --- 0 �D C. COMPACTED BACKFILL P. 4' MIN. DEPTH OF TRENCH TELCO - W-T COMMUNICATION E. PACK®STRAW CABINET i y,�_g1���tAI� �{�Y�i Ya+ d+�' DESIGN GROUP, LLC F. STORM DRAIN ORATE CROSS-SECTION ELECTRICAL �� • 39 UST SL'ULLY ON.E � , , ,�" ..�1 $CHNJMBURG.ILLINOIS e0193 E �/ PP'C CABINET ,�,�` ` 1 ^�� -��. .-.--.J .. W/PULL ROPES PER SPRINT "^. E)a 9%i \I�l�lll�� .�� NEW 2' PVC CONDUITS a (�>)e9r99es A ?.d I. STRAW BALS SHALL BE PLACED IN A SINGLE ROW AND ���11� ' I RFOUIR •8.1T5. g,.-0, am fy,T STAKED HITH MIN. 2 STAKES PER BALE. SAPS BETPEBJ ,/� �\�_��� , Er °'Nr ,i4 BALES SHALL BE CHINKED WITH STRAIN. BACKFILL SOIL •�• 7 IEi 3 1 _ SL�� f =' 1 g j�.„ 1 SHALL BE BUILT UP TO 4' ASAINEST UPHILL SIDE OF FNEW 2' PVC OR ELECTRICAL � - .E C -- / BARRIER. _ . POWER CABINETS, RE I , .1. 2.OTER ACCEPTABLE EROSION CONTROL NEASURE_5 ARE TO EQUIPMENT DOCUMENTATION ili STRAW BALE BARRIER E USE OF BERMS, SEDIMENT BASINS, FI S ER MAT , ON EX.CT PLACEIENT OF ■ I7f score A.7M,vNMN PEALS.THENETTING, ETC. AS APPROVED. BYB MUNICIPAL E SINEER. CONDUIT TERMINATION POINTS . _ T _ SIGNED, C.M,11-30-01 A 1 CONDUIT STUB UPS _` 3.I3ROS I ON CONTROL MEASURES SHALL BE CONTINUOUSLY IA.---'-s` - .� � B FEATURES ARE OCRIFLETEDMAINTAINED UNTIL PETdLV•0•!T EROSION CONTROL 11 It •. 1 II i_; IA ,I�� :�_'!�_'�'•_'' �• ICH13XC509A 4.IF AFTH2 IZ�F�T® FAILURE ON THE PART OF TFE •1�a .- >< ELGIN LITTLE LEAGUE f' - CONTRACTOR TO PROPERLY CONTROL EROSION, ��.......®11....e� l' POLLUTION, MID/OR SILTATION, THE MINCIPAL ITY RESERVES THE RIGHT TO EFFECT NE(.ESSAR)'CORRECTIVE I © ��� MEASURES AND CHARGE ANY COSTS TO THE •`• © ^. I NORTHWESTCURNEROF STRAW BALE BARR 1 ER CONTRACTOR. Ilignatq .�1r• ely��►y ►� . NICOOKCOON VAT STORM DFZAINI IA*P. .1'i'i�fi'1f.L-o�s-"�� ��' I BMEET 7TfLE I ELECTRICAL PLAN 8 SITE DETAILS EROSION HAY BALES O SHEETNUMSER SCALE: N.T.S. SITE ELECTRICAL PLAN O SP-6 VJJ F, 1/4' = 1-'0' OI ELEG AND/OR TBCO CONDUIT �- • WOMe'� (. 3'x3"x 3/16' THK. }�O UNiSTRUT 'PIPE CLAWS' USE SECTION 'A' WERE POSSIBLE ANCHOR TO GEILIN6 BENT FLAT STOCK j 2' PART NP1I11 AS REQUIRED AND SECTION 'D' AS ALTERNATECA VERIFY TYPE REQUIRED ANCHOR TO WALL —I�0 a5 HF@I TYP OF o 3 EXi5TIN6 WALL ASSEH�LY EXISTING CEILING /I m v�BOLT TO LADDER _- moo;• • O 15/3' 'G' CHANNEL. 'UNISTRUT' PI000-H5 TRAPEZE KIT 'Kf5' I14444 ,LENGTH BAN ON NUMBER OF COAX CONDUIT FOR TO BE HOUNTED ELECTRICAL SAC. PART•ZB-HB Z Z CD HILTI ANCHOR TO NALL CONDUIT \ w \. 0-_ 4RZ ANCHOR TO CEILING N= SECTION 'A' VERIFY TYPE MTS GABLE LADDER 11� (1) 9' SECTION a009 w 6. MTS' 69OA On O HbIF: USE STANDARD STAINLESS STEEL HIAADWARE OR EQUAL I\ R FOR WALL MOUNT AND CONNECTION OF 12" MAX. PROVIDE GABLE CLAPS CHANNELS SPACE UNITS• 4'-O' ON CENTER BELOH CEILING LEVEL TO SECURE 00/JC fCA NOTE: E T T TO LAMER I•• if 5 ALL "UNI SHALT' CHANNEL `,MALL TRAPEZE KIT 'MTS' NOTE: LADDER CAN BE USED BE 6ALVMl1ZED 5ELTION .5' PART•MT-551-12 TO MOUNT COAX AND AND GOLD GALVANIZED b'-0' O.G. MAX. CONDUITS E WHEN GUT. 'U' BOLTS HARDWARE 2 6-0' SC. FUTURE CONDUIT l • 115E(TI3C0) 3'x3'x 3/16' THK. hil • BENT FLAT STOCK CONDUIT WALL MOUNT �+CONDUIT INSTALL(TH fO) (iLT1 EA PTO (REFERENCE) SCALE: NONE CONDUIT TRAPEZE O 1111 It 1 SCALE, NONE COAX/CONDUIT LADDER® SCALE, NONE NEN NAL WORD FRAME A ANCHOR TO BLOCK U.L. SYSTEM NO. 149 METAL PIPE THROU OO GH NGRETE FLOOR, NIALL, OR BLOCK WALL IMIIIIII ' ¢ ¢ TOP VIH31 F RATING=2-HR. nifilealiNIII T' T RATiN6=OiR. _RECI .. / . J.. 4) © SECTION A Sti\ APPROVALS NetZT oak A .j jj0i/�o•',,.• © P81 WILL MOWED FAN A /'/ A Il O LANDLORD iPRN1T ENG. 181 2 X 4 MOD BLOCKING • / �� . IS'XIS' SPRAT RF. ammo / ����• IXISTIN6 WALLcoNsTRUctiOR © / D(ISTIN6 WILL • ... r NETTVORM / ININ6�-yy FS • • MAY USED FOR COF JITS I. CONCRETE FLAIR OR WALL A55ETBLY : • PROJECT No: mew A. LI6HTYEI6Hi OR NORHAI.PEISFIT CONGRcTE FLOOR(MINIMA 4-I/2' THICK). �0), � FRAME OUT REQUIRED oRAWN BY: CDG B. LI6H1YEI6IiT OR NORMAL 1fI6HHT CONCRETE MALL(MINIMUM 4-1/2' NICK). / C. ANY U.L. A5Ts CLASSIFIED ilvE ART OF Ti MALL. 2. THIW7l16H PtTETRANfS TO INCWDE MTf OF T1f Fou.DWINE � HT5 BOOT KIT M BA-12-3A CIECKED BY: KMM A. MAXIMUM 10' NOMINAL DIA/VIER STET PIPE. \� (1/2J TYP OF 2 N ►0M • O •/ / MTS BOOT KIT*BA-114-LA B. MAXIMUM 4' NOMINAL DIAMETER COFFER PIPE. (I I/4J T'fP DF 2 G. MAXIMUM 4' NOMINAL DIAMETER ENT. Oa USE PORT FOR Hev C 'EUIT D. MAXIMUM 4' NOMINAL DIAMETER 5T�CONCIIIT. A "fI., �` INSTALLATION 3. MIN. 1/2'DEPTBEAD HILTI F5-OIf HIE PBRFOElANGE(N111HSOENT FIRSTOP EALANT.. ' 4. MIN. I/2' BEAD HILTI FE OHE HIGH PEiEORMAHXE IN1UMEiCEJT FIRESTOP SEALANT. INT I R I �� 5. MINIMUM 4' THICK MINERAL MOOL(MIN. 4 POP DENSITY) (SEE NOTE N). 4). • - ' o-.N NOTES , I. MAXIMUM DIAMETER OF OPENINS= 12'. 1 NEW SAS Trp AS NoTED ON R* SITE FLAW *CI esma IN OEM2. ANCLHALLS SPACE=2INIMUM 0', SEAIAUT 2'. v r .. TIFAN1 m na oNu 3:MALLS REWIRE 1/2'DEPTH OF SEALANT FLUSH MITE BOTH SIDES. COA R BOTTOM(5) OPENINGS WITH 4. IF MAXIFAIH PIPE SIlE 15 4' MOM. DIM., A MINIMUM 3' THILM S 5D5 CPM AT I/b' NYLON SGuN6 FOR AIR INTAKEOF MINAL MOLL MAY BE USED. S.P. I/?H Hr., t2OVM, HITHVirr SHE HILTI FITOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS AND OST HILTI, INC. TULSA, OK I-600-8T9-ECOO ' HBI 2 X 4 HOOD �` PENETRATION (REFERENCE) CD °`I""6 CABLE PORT O W-T COMMUNICATION DESIGN GGGROUP, LLC SCALE, EXHAUST FAN AND LOUVRE ® SCALE NONE Sg1�UM0URG.LLLNgS 6019.! 3 M.Ie4l)e95-9S40 SCALE: 3/4"=I'-O" 1a..(ea)e9s-99es fAR1 F I anOFR 6I44F SAL N7Ti a: HaH UNISTRJT PIOW CHANNEL, NOTE, INSTALL UNI STRJT AS REWIRED H)'f5 { HARDWARE MOUNT TO AATTACH S��DIRECTLY TO GEILIN6 1. ALL GUT ENDS OF CABLE LADDER TO BE FILED NEVI DRYWALL CEILING ADPAINTED WITH MATCHING COLOR. TYP. SPLI 2. BOTTOM OF CABLE TRAY TO BE 1'-6. MIN. ABOVE FINISH FLOOR UNLESS O'11- USE NOTED. SCOrr R ANCHOR TO CEILING .TRIPHAHN PE.PIS. HEX HEAD BOLT H/ LOCK WASHER vc9+EO: FxP.:1-.w-91 a, AND NUT AT.0 EQUAL SPACING UNIGFIASAB 5. fd1'J66 INTERFERE coRNER BRACKETS TTHEN GOTd82 o BE oN TIE INSIDE, UNLESS HIAl1 5 / (5'-0i O.G. MAX.) 110- -uoloil ON TFE OUTSIDE.%'/ / '/ '/ ./ 7/ % % / / 4. cADLE TRAY RUN65 TO BE ON TOP OFL STAR HASHERS HASHERS , N LITTLE LE HORIZONTAL LADDER AND AHAY FROM NALL ON f' I x ALL THREAD 1/4" BOL I/4" BOLTS ExTIGAL LADD@L5. ELGIN LITTLE LEAGUE 5/6' THREADED U RODS T { B BOLTS T { B BOLTS 5. NUTS TO BE ON BOTTOM OF A5'�EMBLY, OK NORTHWEST CORNER co(5'-0' O.G. MAX.) -I 1��1101 "' ALI6NMENT AT —/STAR 6 AH6 STRANDED TOWAT WALL. HIAWATHA 83uMMR I: 1'1 .c.• CLAMP (NEKTON 2041 SLOTT® ���, SPLICE SLEEVE 7 IL 6N IHSl1L0AFTEDCOPPER (HIRE TYP. U�iPT�T--I� -LIPHOLE)6, r GABLESITRi1Y) 6. 5/6' D 5'-DED RODS. SUPPORTI N6 rawF TRAY cook SHEET OTrTLe SPAC♦D 5'-0" APART. (5'-OAL S0.G.N6 GABLE TRAY 1. AFTER So FINAL LEVH E���DDER LADDER D AILS 5'-0' O.G. MAX.) 1/4' LOCKYI/SHER THE NIT. CAP WITH SAIIFlf162ra Bid?=. PN BOOO-D. GARIF TRAY SEE PLAN CABLE TRAY 1/4' NUT S. co*F TRAY ENDS 1'-6' BEFORE MALL FOR POLY- II FOR LOCATIONS A Ns6R INSTALLATION, ALL OTHER END SHALL BE Mr-440 D TO THE WALL/FLOOR. SHEET NUMBER SECTION THRU CABLE TRAY SECTION AT 'C' CLAMP SPLICE GROUNDING JUMPER CABLE TRAY 9. B I IHE LADDER TYPE. IS' AIDE' 1 SIDE RAIL { SP_7 © 12' RUN SPACING. } SCALE: NONE _ ' ELECTRICAL NOTES LEGEND 6JSARDINH SYST@I, STANDARD ANDRBK &ROUND KIT I. INSTALLATION: INSTALL AS INDICATED ON THE DRAWIHk15 AND AS RE[a11 RED: 0 5A1ETT'vl$GONEGT SWITCH, A�irTaia Me FMmeH FROM ANTENNA /` o 111:1d1// T. GENERAL: WRING AND UPON COMPLETION IC TIE I( ARRANGE AND PAY ALL PIA BBOA�N7TID�� GROUND KIT WEAhE2PRO0FIING. m ASSOCIATED INSPECTIONS OF ALL ELECTRICAL Y10RK INSTALLED UNDER THIS 2. BOND ALL CABLE TRAY SECTIONS KIT, EFFIWO CONTRACT, IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. N221215 N• • f4RNSQ'AQATT. 7i'STI NS AND A0.115TIN6. 022121 D 2. INSPECTIONS REQUIRED: AS PER THE CANS AND REGULATIONS OF THE LOCAL AID/OR 0 KILOYIATT HOUR HE76REW ?p=+ STATE AGENCIES HAVING JURISDICTION AT THE PROECT SITE. I. CORRECTION/REPLACEMENT, AFTER TESTING BY CONTRACTOR, 01+ER OR BNGIIEFR, t�J CORRECT ANY DEFICIENCIES AND TO REPLACE MATERIALS AND EOU IPNENI'SHOWN ❑T TRANSFORMER I ' I ' ' I I I JUMPER JJ 8 F J 3. INSPECTION AGENCY,-APPROVED BY THE LOCAL AND/OR STATE AEETILI CS HAVING TO!7E DEFECTIVE OR UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY_ ( ill.. ) _ F a1RI5D NOTION Al THE PROJECT 51 TE. .1� CIRCUIT BREAKER E to O i 2. POKER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTIHUIIT AND INSULATION &WINED_ ,_ TEST ON LONDIKTORS BETYEBJ SERVICE DISCONNECT SWITCH AND POER CABINET. 2 LI6HTIN6 FIXT/RE, SIZE AS NOTED ON UAL.OR 8 a W a ON ANiBdA 11111111 „ t 11111111 „ ' ALL HARDWARE TO BE ANTENNA!Ant F O I. MATERIALS. ALL HHAHSERS, SUPPORTS, FASl13N65, AND HARDWARE SHALL BE ZINC 3. H-EN SITE POWER IS DERIVED FROM 3 PHASE SOURCE, LOAD R2FADINI65 MILL BE leeeel COPPER GROUND GAR, SIZED,AS NOT® TONER STAINLESS 5T� TO GABLE TRAY COATED CR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT OR INHERENT TAKEN AND RECORDED TO MAINTAIN A BALANCED LOAD AT THE PRIMARY SPONGE. ���` ����� AHDIZBK TO CA CA PROPERTI', AND SHALL 8E MANUFACTURED PRODUCTS DES I6TED FOR THE RECORDS SHALL BE TURNED IN TO THE DIVER'S REPRESENTATIVE. % C.Sggp SERSA-A CAMFyT7ON O OO OrOO %O NO CJ APPLICATION. PRODUCTS FOR OUTIJGOR USE SHALL BE HOT DIP GALVANIZED. CONNECTOR (HHTIN6 AND PATOHIN6, . ca'r •PION FITTING&ROAD GOMEGTION ^ERRED IHHlo1N R-Gjl1 .0. . . . . . . . L,� WF�ATHERPROOF I N6 *6 ARO 2. TYPES: HANGERS, STRAPS, RISER SUPPORTS, CLAMPS, U-CHANPEL, THREADED RODS, I. GENERAL: PROVI PE ALL CUTTING, PRI LL I N6, CHASE N6, FITTING. AND PATCHING D NEGHANICAL AROUND CONECTIGN ^��v� �vVv�1'-1 KIT ( TIT. ) ETC. A5 INDICATED OR REQUIRED. NECESSARY FOR ACCOMPLISHING,DE WON. THIS INCLUDES ANY AND ALL PORK �� u ALL LUGS TO BE FROM ANTRA *2 AWG,BLNK BONDED NECESSARY TO UPY.OVER ASTER TO PRO/ODE FOR THE INSTALLATION OF ILL TIRES lr BOND TO TOYER I ; 2 HOLE LONG,BARREL, TO 6ROUND HIRE 3. INSTALLATION: RISIPLY SUPPORT AND SECURE ALL NAT�fALS, RACEWAY AND MAER REMOVE AND REPLACE DEFECTIVE PERK AND FLYER NOT COPFOTd11 tN6 TO TINNED COPPERFRAME SUP? ALONIb CARE F TRAY C-aU1PMENT BJI LDIHK ST iCTVRE U51P6 IIAN6ERSi, SUPPORTS AMP FASTENERS THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. INSTALL SOs/I PMF3NT AHD O 6ROVW TEST PIT CONTRACTOR TO UTILIZE THE BEETS SUITABLE FOR THE USE, MATERIALS AND LOADS ENCOUNTERED. PWVIDE ALL MATERIALS IN EXISTING,STRUCTURES IN ADDITION TO THAT REQUIRED DURING THE O 6Wl1HD ROD(�D GONECTIOW LUMPS)HOLE RAT•IDEV. ' ' PECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAXIMUM 5 FT. O.L. NORMAL CO/TL.E OF CONSTRUCTION. NO DRILLING OF THE 4. OVE EAD MOUNTING: ATTACH OJEREAD MOUNTED EQUI PNENT TO STRUCTURAL 2. BUILDING STRUCTURE, DO NOT ENDANGER THE INTEGRITY OF THE BUILDING, -E- POYHR MNRI N6, SAID AS RIOTED BAR IS PERMITTED. *2 AW6 BGW FRAMEWORK OR SIRPORTIN6 METAL FRAMEWORK. -T- T000 INROAD, SIZED AS NOTED &ROUNDING BAR NEYI'TON, SIMILAR TO • STRUCTURE BY CUTTING, CRI CLING OR OTHERWISE NIODI FYIN6 ANY STRUCTURAL COITRACITJR TO UTILIZE KOPR-SHIED WITHOUT INSULATORS, MOUNTED NEAR FEWER WITHOUT SPECIFIC APPROVAL. DO NOT PROCEED IITH ANY STRUCTURAL -6- 6OOUND WIRING, SIZED AS NOT® (TOMAS 1 BETTS) ON ALL LUG, LLIb TO BE USED KITH AN7$$U 6/E-1 5. PIML MOUNTING', SUPPORT NULL PSTA*TED 53UIPh@77 BY MASONRY. CONCRETE MODIFICATIONS MI TFMG)T/R1TT3'J PERMISSION OF THE PROJECT STRUCTURAL CONNECTIONS *2 6 BCI'I TO BUILDING BLOCK, META.FRAMING,OR SLS-FRAMING. ENMIHffi2. A AMPERE OR GROUND RING 6, EXTERIOR HALLS: MOUNT ALL EQUIPMENT LOCATED ON THE INTERIOR op EXTERIOR 3. REPAIRS, REPAIR ANY AND ALL DAMAGE TO PORK OF OTHER TRADES CAUSED BY V VOLT (4/0 FOR 11I6B AT BTS) BUILDING POLLS AT LEAST ONE INCH AYAY PROM HALL SURFACE, I/SIN6 SUITABLE CUTTING AND PATCHING OFERATIOLSi, MINE SKILLED MECHANICS OF THE TRADES N WIRE SPAC♦RS. INVOLVED. G CONDUIT 1. STRUCTURAL HEWERS, DO NOT CUT, DRILL OR 13_0 ANY STRUCTURAL µBEER )DIPS. S-EAM AND OP®MINES. T SPECIFICALLY APPROVED BY THE EN61NEER, 6 � ES I. 'LO 10E ALL MOLES: SLEEVES, MA °`�1 �° P '"x GROUND WIRE CONNECTION virj B. INDEPENDENT 51/PP�ORT, DO NOT SUPPORT MATERIALS CR EQUIPMENT FROM OTHER COMPLETION d=PEER AHD RESTORE All.SURFACES DAMAGED TO MATCH EQUIPMENT, PIPING, DUCTFDIdC OR SUPPORTS FOR SATE. Sl1RRO1/NDIN6 SURFACES. MAINTAIN INTEGRITY OF ALL FIRE AND SMOKE RATED SPIe (I/4' PROTECTOR&ROAD BAR TO GROUND BAR AT BARRIERS USING A�q5 FIRE-STOPPING SYSTEM(. MIEN CUTTING HOLES OR (I/4 x2'x24') 9. RACEWAY SUPPORTS,AST RIGIDLY SI/PPoRT ALL RACEITAYALIGNMENT WITH MAINS P SPACINGS PER ELEMENTS, 02 INSTILLING,SLEEVES, DO HIDE CUT, MODE OR DISTURB HEPRWECT G66 COLLECTOR GROUND BAR(I/4'x{'x12') 3 ANTENNAS O HELL AND SO AS TO APPROVED DISTORTION OF ALIDNEMT WRING PULLIUS ELEMENTS OR REINFORCING,5T®_UNLESS APPROVED, IN IRITIPI6, BY THE PRO.ECT OPERATION. USE APPRUVID FHAIN6ER5, CLASPS AND STRAPS FOR INDIVIDUAL RUNS. STRUCTURAL EN6IINEER. E6B EXTERNAL 6ROl/MD BAR(1/4•xe•x24•) W HOT USE PERFORATEDTo STRAPS OR TIE WIRES. r MULTIPLE PARAI I Ft MOO HKSTEt(MUM BAR(1/{•xe•x24•, COLLECTOR BAR `-GALE: N.T.S. RAC,EAYS ARE TO RUN TOEETIER, USE SG, NI/SE TYPE RAWER THREADED ARRANGE SG, 2. CONDUIT THAN I TICS: SIZE cooF DRILLED HOLES SO THAT AI AMl1LAR SPACE OF O MADE-FROM UAST 25% AHD ACAPACIT E, SUSPENDED BY LATIONRODS, AND NOT LESS THAN I/4' INCH AND NOT MORE THAN I INCH IS LEFT AROUND THE CONDUIT. IBM INTERNAL45.0' 6WI1ND RING • ALUM Al LEAST 25%SPARE CAPACITY FOR FUTURE INSTALLATION OF ADDITIONAL FIFE, ETC. µFIB!SIZE ENINGS ARE CUT IN LIE/OF OR DRILLED, PROYI DE SLEEVE IN (.µERN•6RGl,,D) SCALE: N.T.S. RAGEAYS. RIGIDLY ANRLOR VERTICAL CONDUITS SERVING FLOOR MOUNTED OR ROUDH OPENIHS. SI SLR TO PROVIDE AN ANNULAR SPACE OF NOT LESS THAN I/4' ISLAND" TYPE EGIIRBIT MOUNTED AWAY FROM MALLS IITH PETAL BRACX.ET oR I NON AND NOT MOIRE THAN I INCH AHOS.FV THE CONDUIT, PIPE. ETC. PATCH AROUND B6R pRgOAI.6ROUPD RING RIGID 5T1$CONDUIT EXTENSION SECURED TO FLOOR. SLEEVE TO HATCH SURRQ)HDING SURFACES. ACE AIR CONDITIONERUNIT FOAM SEAL 10. MISCELLANEOUS SUPPORT SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL STEEL 2KLOBAJI6 HM/IFiG MALLET, HEAVY NN b1LVAN1 1/2' P.V.G. TYPICAL _BRACKETS, ANGLES, FASTENERS,ERS, A HURDYAJS AS AEGIIRED TO ADEG/ATELY CONDUIT OR RATF9RR POANGLES,SUPPORT ALL ELECTRICAL MATERIALS AND E(UIP11@NT, I. DRY LOCATION, IHDOCR--NEA I. APPROVALS II. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH. 2. NET LOCATION OR OUTDOOR--PEMA 3R, TYPICAL&ROUND 6RADE� isC NIFE LANDLORD )a�'IQIYM RICE. RACENAY SYSTEMS. POMP SEA- 8PRRIT YGR PIPE END 4I, GEERAL, COPLY WITH AID COORDINATE ALL REQUIREMENTS OF THE UTILITY I, COMDUIT'S SFuS, INSTALL CCDl/1T SEAL FOR EACH y'/,(y/,( ' y.W0/49' MIN. COPANY AD TE NATIONAL ELECTRICAL COG£ SPPoNT ERG. CONDUIT PEETRATI NT AN EXTERIOR lllDlN6 MALL SPPoNTEN 2. SHORT CIRCUIT RATINGS, PROVIDE EQUIPMENT PITH HISSEt FAULT G/RRBNT �'0H&R DE(��PENETRATION IS BELCH LOPEST AS H!®®TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT. BUILDING FLOOR SLAB), MID ELSB'IERE AS INDICATED, D IDNINO AND 50 AS TO ACHIEVE A SPAT FD WAleXI IGHT TI3-H�fE 7 INSTALLATION. TI CCBULLIS CONSTRUCON I. GENERAL, INSTALLATION SHALL BE IN ACCORDANCE MIEN TELEPWHE UTILITY NETWORK COMPANY'S RULES AND t 1.4_ATION5. 46' MIN. I. NO SLIP FI TTIHKfu. ONLY APPROVED CONNECTIONS • ARE COMRE:251ON OR TFT€ADED CONNECTIONS. &RAVEL • ©• RING 6ROUHdD ...- © *2 AYiS BGW PROJECT NO: T00657 ,- 0 ,C�• ,,,., DRAWN BY: cool • \•�'• -•• l/I b',. 3/4 ,'O /, X .X/. MIN. , /, /� I CHECKED BY: CMS I -• III a• � 2�.0 0 6R0UHD ROD COPP6b8D TO GROUND. I"I ���, 0 0 0 .° 0 0 5/6'4XI O'-0' LONG RING - ., o 0 0 �0 0 ° TYPE TYPE 6R © 0 ° ° �° ° GROUND WIRE PIPE ° ° _� GROUND ROD O SLEEVE O 0 5 5+0 4� SCALE: N.T.S. SCALE: N.T.S. v • ��p TM 0161101001, I w•m 111N i�� 1- COPPER 6ROUND BAR,PLEGEND20'• NEKTON INSTR PEST C.O. GAT. NO. MorIOF�LE I IaIBDI8-6142. HOIF CTON IPi TO MATQ1 T.N LYA/BLC-4 LONFI6l1RATlON ANTENNA ;. 2- INSU ATORS, NEKTON INSTRUMENT GAT. NO. 5061-4 TO _ ! imilin'''C.-,101 5- 5/6' LOCKWASH®t5, NEKTON INSTRUMENT CO. GAT. NO. 5015-6 TO ANTENNA I r I��I 6ROIJND BAR 4- MULL MOUNTING.BRACKET, IE4TON INSTRUMENT CO. GAT NO. A-6056 ��' TOP GF MONOPOLE TYPE VS TYPE 6L LUG, 5- 5/6-11 X 1' H.H.G.S.BOLTS, NEKTON INSTRUMENT C.O. GAT ND. 3012-1FUTURE ALL COAX INSTALLED FORSTANDARD ANDR916- 6FOUD OAR SHALL BE SIZED TO AGGODATE ALL 6ROIJFDIN6 CONNECTIONS �'EBALL MEATN62-� µO p,Kp11T.NOT 5 POF� W-T COMMUNICATION PROOF®AT EACH E•D fEfillll�PL.1/5 i'ROJIDE 50%SPARE CAPACITY, INSTAL ANTE,NA DESIGN GROUP. LLC 401111. 'I- APPLY CAPPER NO-OX TO EXPOSED AREA OF 6ROUPD BAR. Iiiiil O GABLE moo(IYP.) LlAS ...,,..,,,,- fox 6'fiOl/ND KIT Od scTMAI/Nlamc.CLAMS MIDOJ 093-3610 � - \- F% AWG (en 5Ma--0*85 ����" ��U' STANDARD GROUND BAR DETAIL roux EA F (TYP) • NOT TO SCALE , 'MT : WEATHER l 1111, TYPE TA TYPE HS TYPE SS PROF KIT NWK-U 5/5 NIT 01,/ W6 5/5 B9.!wiLLE _ /_- I} E 'R HMNOFIOLE I (2 02 ANS SCSI - 5/5 PLAT MASHER E_ ��J T '•' \ GABLE ( •) L1/6 Sf.°iT R.TRPHAHN P[,PLS �I�\ �.. '�II��\ _ _ COPPER BUSS ��� CLAMP KITN COAX G,BI E saD' ��, \%� 5/5 FLAT WASNIg2 !ONE 5FHOMR) _� &ANTENNA ROUND BAR Il `'" - �OF CH13XC509A 1 :• �1^•: S/S BOLT(I OF 2) S OF POLE) _ NOTES, N6 AWE, STRANDED COPPER I. ALL HARDWARE MG.-0 STAIN FPIS STEEL INJLLUDINHS �M?OUNDIN6 caNa)GroR COAX fAm F (� ELGIN LITTLE LEAGUE TYPE ST TYPE HA TYPE )(A t'B-I-EVt LLES. COAT ALL SURFACES WITH KOPR- FOUNDATION SHEf LD BEFORE MATE N6. I�. MONOPOLE NORTHWEST CORNER OF N2 AK6 BOW �� HIAWATHAC S NTY RING 6ROUMD f f COON COUNTY 2. FOR&ROUND BOND TO STEEL ONLY. INSERT A DRAGON N2 AYM6 SCR'1 TROTH WASHER BETWEEN 1.11E AND STD. COAT TO OROUND 41111111111111=0. SHEET TOILE NOTE. CADWELD "TYPES" SHORE'S ABOVE ARE EXAMPLES ALL SURFACES WITH KOPR-SHEILD. 7 PRIMARY - SITE ONODUNDMO CONSULT WITH PROJECT MANA6:ER FOR S EGIFIC DETAILS TYPES OF GADvaDs TO BE USED FOR THIS PROJECT. LUG DETAIL N0i TO SCALE COAX CABLE ANTENNA CABLE GROUNDING SMEETNUMBER F CADWELD TYPES O GROUND BAR DETAIL C.) GROUNDING DETAIL O TO GROUND BAR AND CABLE O E-1 SCALE:SCALE, N.T.S. SCALE, N T.S. FIN • MIX SPADE OR NEVI 200 AMP METER BASE-NOTE 2 HOT NIX ASPHALT SURFACE (TIED DIRECTLY INTO 5.SOIMD RING) Cn COAT OR CONCRETE PAVEMENT S m o TO HATCH EX75TI NG CONDITIONS M821 TECH TE.ETREp GgyFAK FINISHED WETS APPLICAELE I ENCLOSURE GRADE PS-324 I. 2POf�) E S 6' TACK COAT 6' M2lMT TO BUILDING SIDE 0 p MIN IN ASPHALT MIN (2) 4• SCHIED DO PVC y o p PAVEH@fi TO PPG TFRZII AI LDINHG WALL. 200 AMP DISCpKLT y� 2 RI` y SAR�UT 24 ANK P/N.PAN IRCOM 9V4660 WLY3 Fl1LLa IN66 T (�'J t5V J �/� 2' (MIN) F--A SHADEFINIS eD A'' TOR IN SPARE, 2 RILL STRINGS IN AGTIV¢, NI O =j F M IXASPHA�T60R AS SPEG�I F�IQ> _ t� .- 01 y O m PAVEMENT .•� SINGLE POSITION COMBINATION METER m f C = FITTING AND RACENAY -1✓t51A 3R ENCLOSURE y K i TINNED 92 AYLS Ill SLOPE T SUIT = y R OSHA PEG. CA R2 TINNED AN6 • I; BACKFILL PEREARTIM 5'-0• (MAX)VERTICAL _ _ GRADE _ SPECIFICATIONS \� DEPTH WO •11. 11 -M.-11 -'I-.11 -11.=11 �� SHORING ,II—II. �1=11. I1=11. 11=11 TCV YPICAL 1= 1= —1= 1= GOPACTED GRANULAR BAGGFILL BEDDING FOR NI ;Q • III EARTF9'RORI ,f SPECIFICATIONS TRENCH AS SHORAN in9" 5G11, 60 PVC. INCOHING POR♦CR FROM ON 1I11 ' UTILITY TRANSFORMER RJ.NS (4' SLH. W wG. lF PoP2 CA&E) • (2) INCOMING 4' SCH. BO PVC INSTALLS CABLE) PROM TELCO PEDESTAL WS RILL STRINGS AND L«COP•WTION IJVP �� 45114 TYPICAL TRENCHC4I i��2. TO,' RADIUS O 6RO/1HD -.• C2.0 SCHIST. GD WG SCALE: N.T.S. OUT6OIN6 TD PTG DR AI)TOUTIG TRANSFER SNITCH &ROUND ROD 6EHERATCR SERVICE ENTRANCE SECTION - ELECTRICAL SIDE 4Il p0 1 HOT To SCALE I.SERVICE POPER SHALL BE 120/240 VAC, 200A, I PHASE, 314. SERVICE ENTRANCE SECTION - CELLPAK SIDE 2.A200 AP 1eTER BASE SMALL BE INSTALLED. THE NEN OF,TANS IN^c f1N15Im 6RAOE AL DR COY PAVING NETER AND TIEIR ARR.MK@BtT DEPENDS OR THE VOLTAGE SERVICE. MATCH SLOPE Me h1ICIGRA9 ROT TO S... CONSULT UTILITY CO PANY FOR VOLTA6E SERVICE AVAILABILITY. OF EXISTINB T'= 3. POKER ARO TELEPHONE SERVICE SHALL BE PROIVED BY RESPECTIVE UTILITY APPROVALS COMPANIES. '•�:�":�•�'":t•�•`v•:'.•;.;":C.•'• }:•:•y SERVICE ENTRANCE SAN I BE&ROUNDED IN ACGORDA/YE MITE NEC AND LOCAL LANDLORD ••••••d::'•••••:;•`• ••:•'..••.`••:`i:C ' REGIJIREMMITS. SPRINT MGR. 4 " gin �� �1 11�16„ ELEC/TELCO PEDESTAL SPRIMENG. inE CD I CONPALT®BAC�ILL ` PER MMIFIGATIOd �: 1�C W1• I CONCRETE SCALE: N.T.5. ZONING 1RRtT RE. ._ _-1PI- 11 FOR TRBYkHI Nb I I I--- ` DETAIL I/E-2 CONSTRUCTION NETWORK NOIC: FOR ADDITIONAL 6ROUNDIN6 S RFE OEAPPLICABLET•4• INFORMATION iLS E-5 P.V.G. SCH. BO SIZE PER LOCAL TEL. CO. ELECTRICAL CONDUIT NEW LI6HTNIN6 ROD PROJECT NO TOW(1 ACTIVE, I SPARE MESE APPLICABLE CONDUIT As REWIRED) HIN) G• P.V.C. SGH. GD 4/O LI6FITNIN6 ROD (TYPO MAIM ALL CONDUIT PER • NEW PANS ANTENNA O 6RVUND KIT NEC DRAWN BY: CDS CODE GABLE \ � ! Q� Q MECHANICAL CONNECTION }Q' CHECKED BY: CMS NEW 1/2' COAX CABLE JUMPER • CRIMP CONNECTION TOYlER I ANP4 ■ CADNELD 6ROUNDIN6 KIT (TIP) INTERIOR GROUND BAR BOND TO TONER I 1 NES"H p2 AWfi AT COAX ENTRANCE NEW GROUND BAR i BOND TO TONER TABS MOUNTED AT _� SEE MFR. FOR LOCATION PLATFORM BASE 1 ■ _ K� S 0-M-o1 TO OO69NCp1 ELEC/TELCO TRENCH G ; �R� NEL,CONTRACTOR MAY USE II:::::515 _ SCALE: N.T.S. 1A FOR 6RQUMDINfi CONNECT !"') MOUNTED ON.OUTSIDE WALL I 1R-1.rm FON n�R, TOWER SEE TOWER DRAW It OF THE SHELTER BELOW OTHERS ENTRY WINDOW lAnil. NEW COAX GROUND KIT Qaor - 7 6 TIER vaL AT BASE OF TOYER -- W-T COMMUNICATION HARSER f 6---� _ 6__j-1-�2 ' STRANDED DESIGN GROUP, LLC �— 39 FAST SCULLY SITE itCROVA■.E GONER NN MOUNTED ATD BAR � r"ARI E TRAY SUPPORT k. 9CHAUMBURD,905-1 60193 BELOW I 0.047)693-3aO F I NI SEED GRACE MONOPOLE CABLE I a..(NM7)a9s-9966 I- PORT OPa'I I N6 d I Wit 1. Cur=1l=u- u=u=n-II-11-.,.-, 1-1111nAlg-11=1 11-11=11=u=u=n' I I EQUIP. MILL BE 11=II'=11=II- II-11= 11=11=11=11=11-II- � ALL NE3V RADIO 11=.If=11=11=.11=11=1 =1=11 11=.=11:=1 �! TIED TO INTERIOR -II1 GROUND BAR PER MFR. /IN ALL NEW u2AN16 TINNED M2 AYE M2 PIS TAIL TO TOYER 6ROUNDIN6 TEST LENT ' TABS \ 1� _I SOLID TINNED 6• DIAMETER � �y F- ❑ It 6, R.1RIPDP.,HAHN 11-30PE.PLS. •I V+4`TULE 40 PVC ! r , ACHED: DP.,11-3p-m 6- 16 1\ CHI3XC509A I' HIDE SLOT CUT SMOOTH -"TtE' I. EXOTHERMIC NFJV COAX CAN F __\\ _� / • FOR GROPE RING. E(110W 1'BD TO GROIIPID ROD // ELGINNORLITTLE LEAGUE NOTCH 2• ABOVE COCUCTOR I IG' BBOV bfRADE. --NOR 6RO1ND wNG NEW GROUND RING \ HIAWATHA&SUM IT • \y NORTHWEST CORNER OF COOK COUNTY � � :, NEW GROUND ROD ■ ■ ♦b ■A 6 ®M 6 ■» b ■ :'----...•::-- SPACES 10'-O' O.G. SHEET TITLE' ALONG GROUND RING `_ ---NEW EQUIPMENT ELECTRICAL AND LOOSE 6RAVT3 �'--6RH1FID ROD GROUND BAR TELEPHONE RISER AND DETAILS GROUNDING ROD _ \--NEW GROUNDING TEST WELL SHEET NUMBER' WITH ACCESS GROUNDING RISER DIAGRAM O O E-2 • i SCALE T. SCALE. N.T.S. F • N i ANTENNA GABLE AND ACCESSORY NOTES AND REQUIREMENTS: MOT' I. 6EERAL. PROVIDE Al LABOR, EQUIPMENT, AND MATERIALS NECESSARY FOR RECEIVING, INSTALL!N6, I. ANTENNA CABLE L13KTH5 HAVE AND DETERMINED BASED ON TICFO PLANS. GABLE 1J3N6THO le o LISTED ARE APPROXIMATE ,A ARE NOT INTENDED TO BE USED FOR FABRICATION. DIRE TO O y TESTINB, AND ADJJSTINB ANTENNA CABLES FROM TIE ANTENA.TO RE CONNECTIONS AT THE a, g BM CABINET, THIS SHALL INCLUDE ALL EQUIPMENT SHOW OR REQUIRED FOR A FIELD CONDITIONS, ACTUAL ANTENNA GABLE LENSTH5 REQUIRED MAY VI31Y FROM LBNSTIS N O O I TABULATED. CONTRACTORS MUST FIELD VERIFY ANTENNA GABLE L13NbTH5 PRIOR TO ORDER. Z Z S COMPLETE OPEWITI N6 S . ANTENNA, ANTENNA CABLES. LOAEGTLRS, AND FI TTI MI6 SHALLO W.7.1. THIRD PARTY FURNISHED GONPDI6NT5 AS SNOW ON THE BILL OF MATERIALS. 2. ACTUAL COAXIAL ANTENNA CABLE DIAMETER HILL BE DETEMAINE'D BY SPRINT PCS = =y Z rA3 2 ��`� 3. ALL MAIN GAR F9 MILL BE COLOR CODED AT(3) T} LOCATIONS .nn o L A. AT ANTENNASB W O A. ANTENNA CABLES. AS SGNELI/L.® B. OUTSIDE DE GABLE PORT N O G. INSIDE CABLE PORT B. ANTENNA CONNECTORS, AS SCHEDULED 4. ALL MAIN CABLES MILL BE UTILIZED SECURE KI T5 6ROUNDB)AT(3) TREE POINTS A5 FOLLOWS L TO GROUND BAR A. TOP OF TOPER(ANTENNA LEND) ONE E MECHANICAL CONNECTED ND CH G. CABLE HIAI16B2S. INSTALLED AT MAXIMUM 3' SPACI N6 B. 90 DES BEND, ONE END CONNECTED TO(ROUND BAR G. FRI SR TO BNTERI N6 EQUIPMENT, ONE END MECHANICAL CONNECTED TO EXTERNAL 6RCVND BAR(E613) I D. SRDUIDIN6 KITS-AS SPECIFIED • 3. INSTALLATION 5. ALL TOP JA/PHRS WILL BE THREE FEET UP FT IN LENGTH, SUPPLIED BY ANTENNA Pry E INSTALLED BY ANTEA CONTRACTOR A. ANTENNA CABLE LENGTHS SHALL BE FIND meosimro. INSTALLER SHALL NOTIFY SPRINT FY.S PRIOR TO PURCHASE OF(.ABLE OF THE OVERALL LENGTH REQUIRED. B CHINES SHALL BE LABELED IN ACCORDANCE WITH SPRINT PCS ELBGTRIGAL MATERIALS • 1.4 AND Mows SPECIFICATIONS. COLOR CHART NOTES O G. E MINIMUM EBBING RADIUS FOR ALL ANTENNA CABLES SHALL BE AS SHM/11 BELON OR PER SCALE: N.T.S. ME TIE MANUFACTURER, WHICHEVER IS MORE CONSERVATIVE. CABLE ANDRMENS COIE,GOPE CABLE/AVE 1-1 5' PAW l/D' 10' D' 10' ANTF*lAS 4' S' 1-5/0. 0' 20' p• 20' RX/TX RX/TX D. GABLES SHALL BE INSTALLED NITS THE MINIMUM HAINSR OF BEDS. CABLE SHALL NOT BE / ANTENNA(TYPICAL CABLE COLOROTE COD!NA LEFT LMEFMINATED IN THE FIELD. CABLE C0DIN5 4 JUMPER TEFMINATION•S E. T/16' DIN FEMALE KITH SPRINT Fry 6RXRDIN6 KITS-AFTER !INSTALLATION OF 1MD STRAPS, THE CONNECTIONS SHALL BE 1/16°CTORDIN(ANTENNA)) GONSKITH SPRINT MANAfiB2 MADE FEATHER TIGHT USING/EATEBRROOF KITS. MEATL@ZPROOFFIN6 SHALL BE ACCOI*LISHED FOLLONIN6 THE ELECTRICAL MANUFACTURER RECOMMENDATION - HELIAX COAXIALFOR T/16' DtN MALE JAPER ('ELECTRICAL TAPE-MASTIC TAPE-ELECTRICAL TAPE, SCOTCH GUARD'). ASL ELC(TYPICAL FOR 6) CONFLTOR BROIRD PIGTAILS SHALL BE BR%U6HT OUT IN THE BONNINAD DIRECTION FROM TIE CONNECTION TO THE ANTB.A CABLE NITHOUT ANY SHARP BENDS (MINIMUM RADIUS 10') AND CONFECTION SHALL BE MADE TO 6ROUIDIN6 SY51E1, n1AX CABLE F. 'ZIP TIES' SHALL NOT BE USED. • .JAPER APPROVALS " TYPE DIN GELDED BAR / T/16 GABLE LOFAELTORE LANDLORD 6. CONTRACTOR SHALL UTILIZE STAIN ES 5T1 BE USED UNLESS BUTTERFLY TYPE MAMA . 'SNAPINS' (TOP OF TOYER) ✓ -1/16' TYPE DIN FEMALE SPWNT YGR MILL NJTN_ESS AppRpv®BY SPRINT PCS. / CABLE CONNECTOR SPRINT END. MOUND BAR WHERE REQU (MIDDLE OF TOYER FOR IR®� ' SPRINT RF. TOPERS OVER 200') 1 GROUND KIT(TYPICAL ZONING CABLE & ACCESSORY NOTES O 6b�fO{lJ1 FOR MAIN COAX (PASFD�TOIBy VERIFY SIZE) CONSTRUCTION SCALE: NONE NETWORK EROJND BAR L (ICE BRIDGE SUPPORT) HELIAX GABLE III EP5 ANTENNA EPS i :::::::::::„Not:::::‘ J F NI ED EY ON•ER PROJECT NO: T00�T ELECTRICAL TAPE COLOR CODES 3 SECTORED CELLS/ 1 RF CHANNEL N-MALE DRAMA BY: COO • CHECKED BY: CMS FIRST RING SEGOID RING THIRD R1N6 FOURTH RIMS SECTOR TYPE FIRST R1N6 SECOND RING THIRD RING FOURTH RING ` 1 1 6P'S 6R RITUND TO 6@OUID RINKS OM7 T'E10M TX 0/12X 0 BRltll MITE LT. BLUE/RED SP5 MAST SECTOR I TX ORe(O T910W B1A71'M MITE AS APR IGABLP T/I b' TYPE DIN FEMALE SECTOR 1 YI71OV RX I MIRE MITE LT. BLUE/RED RX I TELDI MITE MITE AS APPLICABLE / CONNECTOR SECTOR Z BED TX 1/RX I CRIME MITE LT. BLJ1F_/� SECTOR 2 TX O/El 0 RED BROW MITE A5 APPLICABLE -// T/16' TTPE DIN MALE SECTOR S !F([$1 Tk 2 ORMtlE ORANGE LT. BLIJE//>® RX I RED MITE MITE AS APPLICABLE EOVIPTENT END .. / CONNECTOR 6P5 GRAY TX 0/RX 0 6Al9aN SPOON MITE OF ICE BRIDGE L/�// '�TQo BAS APPLICABLE - RX 1 ORE M NOTE 1WITE AS APPLICABLET R'� 13Y OTHERS IIELIAX GABLE ra-9l-n RR WAR000 3 SECTORED CELLS/ 2 RF CHANNEL I m-n-01 RR IEm IBIA%CABLE 1 N-R-a RE IF. I/2' JJFPBx(b'LONG) u-u-R b RAe� SECTOR TYPE FIRST RING %GNP RING THIRD RING FOURTH RING 3 SECTORED!A 1 5/3 RF CHANNEL f SECTOR 1 TX 0/WE O TELL/U BRIM MITE AS APPLICABLE SECTOR TYPE FIRST RING SECOND RING THIRD RING FOURTH RING TX 1/RX I YEL1ON ORAASE MITE AS APPLICABLEN-MALE 9O• C.OIAE'GTOR N-MALE irril. %TOR 2 TX 0/RX 0 RED BRIM !MITE A6 APPLICABLE MOTOR I T%ORO(O 791011 mow MITE A6 APPLIU ^ BLE ...I '�� TX 1/RX 1 YB1O1 CANOE MITE AS APPLICABLE Tx IRON I RE" ORANGE MITE AS APPLICABLE SECTOR 5 TX 0/RX 0 OMEN poem MITE ASApF-1 'IX 2 YPS.LOR ORANGE OWIGE AS APPLICABLE SECTOR(TIP) W-T COMMUNICATION DESIGN GROUP. LLC SECTOR 2 TX OR«O Am BROM MITE AS APPLICABLE REFERENCE TX IR IN EX I G ORANGE MIIE AS APPLICABLE Eel 39 EAST SCULLv DRIVETX I/ I 1® ORANGE MITE AS APPLICABLEI- TES. SCHAuuBURO.WHO'S553 6019J 0.(GET)59S-360 T%2 RIMERVYE ORANGE AS APPLICABLE ' STANDOFF PA MOUNTED ' CABLE CONFIGURATION O fox.(CAR))895-99U8 2. DO HDT INSTALL ANTENNA BE OMNI (FI 1/ 1RF GhIANWEL seam TX 0/RX 0 6FffiN BRN M N ]TE AS APPLICABLE ERISD A KIT CM CABLE BEND SCALE: N.T.S. TX I/RX 1 ORE M ORANGE MITE AS APPLICABLE TYPE FIRST RING SECOND RIND THIRD RING FOURTH RING TX 2 BREEN ORANGE ORAH/E AS APPLICABLE TX 0/RX 0 YELLON BMW MILE AS APPLICABLE RX I YELDI MITE MITE AS APPLICABLE RF COLOR SYSTEM SCHEDULE ANTENNA AND GOAXA I L GABLE REQUIREMENTS SCOTT R TRIPHAHN PE.PLS. SENSED: EXP..Il-SO-Cl ANTENNA COAXIAL CABLE I.VBRIFY COAX SIZE KITH SPRINT PCS AND SITE SPECIFIC MAKINGS. SECTOR ANTENNA TYPE ANTENNA LBNBTM DIA DOWTILT - 2.C0.OR CODE AT TOP CONNECTOR, BOTTOM CONNECTOR AND BTS JUMPERS 0 dog. AINDREN PCS 09016 RXO/TXO 230' I-s/B' O CHI3XC509A BELOW FRAME. .... _ - 3.RE ER TO FINAL RF APPROVAL AND CONSTRUCTION DRAWIILSS. ANDREY4 PCS 09016 20' 1-5/6' 0 ELGIN LITTLE LEAGUE APDIIEII Fry 09016 RXI/TXI 230E I-5/e' 0 NORTHWEST CORNER OF 4.ALL CABLES SHALL BE HANDED AT TIE TOP AND BOTTOM WITH 2' A1'B 'I F'G5 09016 Rao' I-5/0' O HIAWATHA B SUMME COLORED TAPE AND STENCIL TAG. COLOR TAPE MAY BE OBTAINED FRCP 90 dog. RX4/TXO 6RAYBAR ELECTRONIC. FORTH RING 15 ONLY NECESSARY ON CELL - COOK COUNTY ANDI7EW Fry 09016 230'3 I-5/b' 0 INSTALLATIONS SECVIN6 TWO SWITCHES THIS SHOULD BE PERFORMED 1 _ AND AN•IOTATID LOCALLY. _ APDiEW PCS 09016 RXI/TX1 230' 1-5/e• 0 SHEET TITLE S.TRPJIT A REPEATER AS A TWO SECTOR CELL. USE SECTOR ONE FOR TE _TTO deg.MNDF�V pry 09016 RXO/TXL p0' I-5/e' O - DONOR/5/18 NA, AND SECTOR TWO FOR TIE SE VE2 ANTENNA. _ AMDRE/PCS 09016 230' �_1-5/6' 0 CABLE SCHEDULES 6.FOR A BISECTOR WITS A LOWER ONANI, USE THE THIRD SECTOR ANDREW PG5 09016 RXI/TX1 250' 1-5/6' 0 -CONVENTIONS FOR THE Oi. PRIMARY BPS ANTENNA VARIES • ' SHEET NUMBER 1 _RF COLOR SYSTEM SCHEDULE (-) NOTE, USE SPRINT STANDARD E-3 SCALE. NONE COLOR C.ODII16. • • EMERGENCY CONNECTOR ALARM TERMINAL TRANSFER. F4 YY.K 8 POSITION WICA RE �56NI D15C,pMFy7 NOR'T� 200A GROV�.�E-HINDS (WIRE N55) ` NOTES: \ r2 Arr/2Cb ArP 1 o I. I. CONTRACTOR SHALL COORDINATE Mt Itt4 9oGKF'T 6BStATOR REcEPT I 0 0 0 — PRIMARY BREAKER ASSY DC SURGE PROTECTOR y c LOCATION AND ITR'C WITH POSER COMPANY. 2L0 ARP oxm 2w n 7V56 ALARM CABLE NORTfi 200A/200A SQ-D NTI MTSC-TID y o O q a NiCONGG7[ppryRN GNALL BE MADE MAIN/FLIERS W/WALKIN6 BEAN z z i 2. CONTRACTOR SHALL INSTALL CONDU 1 T AND WIRE TO THE BTS ' BY GONTRALTOR y °10 Oui-I g SITE. C.O I L WIRES, SEAL LEAVE WIRE ENDS FROM �� Tf3IIN1 NAL BLOQc ' / T— _)s v MOISTURE INFILTRATION. LEAVE WIRE TO TEd7INATE AT or°O D Po5I TI CN - d/// PLYWOOD y Z m RADIO CABINET PANED, (MINIMUM OF 10 I LLI). o of o° BACK ANSI OE ■i m w n 1 CABINET 5. CO!-1 GROUND WIRE SHALL BE BONDED TO SITE / SlRd6E NT:-I-OR o L 2a 6RCONDIN6 SYSTEM. Hit (•NT[-I-51YN4) 4. UNDERGROUND CONDUITS SHALL TRANSITION FROM PVC, TO RIGID O O I I •_ • �•b ��� WIRE «' AT THE SNEER AND REMAIN RIGID INTO PANELS. NEUTRAL DI • Ip O 4. :� BGNIIH7 NHITR.LL- \ JP �. • • 5. CONTRACTOR MAY MODIFY KNOCKOUT HOLES IN \ ..y J • EQU I PML3JT CABINET'S TO ACCOMMODATE THE REOU I RF17 CONDUIT SIZES. 6 iIl• -- -- 6. NUMBER COORDINATE WITH RADIO CABINET MF6 REQUIREMENTS FOR SIZE ff _ \\-� NJMBE2 OF CONDU 1 T5. op• ce.I. ill 1. THE MINI- PPG 15 SHIPPED IN TWO SECTIONS TO BE BOLTED MAIN AVER re6 _ • - • BOVINE 01.3T5 KO10 E'T TO6FER ON SITE. 11E COMBINED SEI6HT 15 APPROX. 300 LBS. SHALL BE REMOVED �{ ' B. SURaSE PROTECTION IN TELCO CHASEER IS REQUIRED ON ALL Err CGNTRALTGR 0 • 2404.500 KO SITES WITH EXTERNAL. ALARM POINT NCNI TORI NS. NORTHERN I O O 4•ULFRJOLO6I E5 INC DLP-43 DATA LINE FROTECTOR SHALL BE 2 x m2.000 KO USED. ll n if .. x SI.500 KO 9. SERVICE POSER SHALL BE(120/240VAC, 200A, I, 3W) OR I12PO,`I7 02.500 KO CENT (120/2oevAC, 2Q0A, I 311). IL2o -riicf 6R0111O 13ECTTdO 6F1 R cEP'ro LE - iltIIIIIIIII 10. 200A METER BB•�,F SHALL BE INSTALLEP MERE IT 15 CdNDl1LTOR 7H61JNAL (FOR•TBCO USE) ��' I • • 4'-0' Af«+ISLE FOR READOUT. THE NUMBER OF JANS IN THE HE ltS SOCKETEVIC AND THEIR TE MTH ENTPOP R CONDSMPANY ON THE VOLTAGE '� •pn I• •.� n MTTOM Yj�y S. COORDINATE WITH ROPER COI•PAlNY \\ LI L2 DEYRIPTICN CS DBI6 LC NUMBER C8 0E516 PBCRIPTIOH LI L2 I 1. CDROPABLE SIZES SHALL BE ADJUSTED TO COMPENSATE FOR VOLTAGE 150A CN31 1 1 4134 AL SlR16E PROTECTION 6MTELGO 6ND BAR CMAN IF LGAR492 THAN 180FT. VERIFY COIml1IT SIZE W$N 150A HOfOfdLA Sc 4612Cf 2 6 . -12 POSITION, TIN PLATED 4111! pli° . CFlAN61 N5 C.tFv F SIZE. •OA -(12) 3/4' SPACING, 5/l6" SISI N12. FOR COMPLETE INTERNAL WIRING AND ARRANNE) NT R TO 9 9 096 NA 6CA LOAD CENTER PRINTS PROVIDED BY PPG MANUFACTURER. RN NA 4 10 60A 200A 5Q-D . 20A 6BSUTOR QW1EH2 Q62 5 II CBS TACO SFI 20A 12 POSITION � E IS. ADDS SHALLPOSTED1 i..OW THE MtItN 20A FAN(BY CONTRACTOR) CB9 6 12 NA NA SEE /E-3 ACCESS LEPANELSFRO 14. ANY 120 VOLT OUTLET LOCATED ON THE PPG SMALL HAVE NZiEL 6FCI PROTECTION PER NEC SECTION 210-8. BY CONTRACTOR TO INSTALL AUO5E ITES. AC SURGE PROTECTOR Nfl NNTI-1-5120V4 PPC-MINI SINGLE-LINE CABINET O ELECTRIC & TELCO CABINETS °V"" SCALE: N.T.S. 1 C) FRONT'DOORS ARE REMOVE) FOR CLARITY LANDLORD SCALE. N.T.S. SPRINT MGR SPRINTENO. • SPRINT F. ZONING PRIMARY BREAKER ASSY NOTE. UNISTRUT CHANNELMAY CONSTRUCTION TRANS ,FH2 BE USED FOR MOUNTING METER NETWORK • NORTEL 200A/200A SQ-D AND TELCO BOX TO FENCE MAI WEMER6 SVWALKIN6 BEAM STRUGTUINE WHERE APPLICABLE Pl3•! UN!STRUT CA-LAFBNED PROJECT NO: T06697 P 3001 2 3/4' WITH P 3006-1024 CHANNEL O p • �l NUTS AND BOLTS DRAWN Br: COG ` `��' CHECKED BY: CMS 00000 00000 , 200 A 200 A o000° O` •—u = I I I,• '4'' 2 X 02.500 KO - RN FOR RMIM 0 0 Q C a «NY1 BDRAL DISCONNECT BONDED 18 D )/RAL lir. w:r • 1l • @ O ° ° _ ��+ > v W-T COMMUNICATION um _ CIOa' DESIGN GROUP. LLC • COI C84- ;\' »EASE 6411LLT 0KW *0 BASE COPPER CBS 9OIAUIeURy ELN015 emu MAIN BOfOTN6.lA1PB2 ocl TELCO 986E PROTECTORN. f�m.(e4»ace••65 SHALL BE REHOCONTRACTOR D TELCO END BAR BY 00NiRACTOR -D FONGI0 lNST ) -12 POSITION, TIN PLATED �0 0� MOUND MR UTI�TELCO 0(- (-- o1oo" O •6 MIRE ; ' -(12) 3/4" SPACING, 5/16" MN - �- 6ROVM BAR- *It ® 2 X 02.500 KO, N ��°O° �12 POSITION / -fl O 6 �� 6 PORT GABLE ri44:::':4:114.-%: G PLATFORM ) - o� tJ GROUND IS.EGTROIOC. CONDUCTOR TERMINAL M2 AW6 score R TNPOW.:1PEALS 1-30- (� 20A GPI WPLF�CQ � WIC _. SDNFD: DR:tl-w-o1 - IN SLEEVETO 6ROVND TO AL 6RDI1R0- TO 6R01R0 RING Q 5/B' X 10' LONG / - IN we 98N£ BELOW&ROUND ROD'�=___ CH13XC509A ELGIN LITTLE LEAGUE NORTHWEST CORNER OF • HIAWATHA S SUMMIT COOK COUNTY FRONT DOORS ARE REMOVED FOR CLARITY SHEET tiiLE • ELECTRIC i TELEPHONE GROUNDING FOR 1J0 TE ENCLOSURES CONTRACTOR TO SUPPLY All CONDUITS SIDE VIf3Y PPC-MINI SINGLE-LINE CABINET O REDUCERS 4 FITTIN65 REQUIRED TO �, NOT USED - MAKE CONNECTION TO PPG SHEET NUMBER SCALE: N.T.S. SCALE: N.T.S. ELECTRIC & TELCO CABINETS SCALE., N.T.S. ED E-4 • s R C • CADPELD CONNECTION c • a MECHANICAL CONNECTIONm o O COMPRESSION CONNECTION E!1 a ?N 1 y � �20 ss- I. ALL&ROAABCVE 6R 7'TO FROM 6OUNO RI'NSS SSHAL HAVE I/2 CONNECT.PVC I / I •C m a n 4. CONDUIT SEE DETAIL II/E-I ••� y� • 2. ALL RADIO EGUIPM GR -..'-'-'1 t UTILITY GABINET5 6ROWD LEADS TO BE*2 AW6 STRANDED CAREEN RIME,JACKETED t C.ADN80 TO&ROUND f RING / �I B. GADI•BD*ROUND RODS(TYPICAL) T 4. ALL&ROUND CONNECTIONS TOE JIPFSNT I T 414 SHALL BE PER MANUFACTURERS SPECIFICATIONS• I • 5.ALL&ROUND WIRES FROM&ROIAD BARS TO&ROUND RING SHALL BE*2A.Y S SOLID BARE TINNED 6.ALL CROWD WIRES FROM FENCE 1 I POSTS TO 6ROIlIdJIN6 RING SHALL BE *2 APE SOLID BARE TINNED T.FOR ADDITIONAL GROUNDING I I NOTES SEE SHffT E-1 A.FOR ADDITIONAL L _ _ - 6RI2.9VITA&IT SEE E-2 „, All •2AYN&SOLID TB♦a® 5✓O•db x b'Lb. \ _ WIRE FROM TOWER 6ROIRD ISOLATED 6RCUD I &ROl/D WRE BELOW NBA*2 AY*BARE \ RING TO BLD6&ROUND RIN& ROD FOR PETER 4•;_• lN�j GRADE (TYP OF 21 "~ 18V 200 AMP ELECTRICAL • x NEW COAX COLLECTOR PETER t DISCONNECT I NBY tb/INNS STRANDED TOPER BASE ERCIAID BAR AT CONNECT*RAW& I .��' 6REBI �&ROUND ��yp (� YtliR M£GHAIIIGALLY _ NEW k2 APENNE SOLID STRANDED FOR TaGD 6 �y�p � 6; ��♦IEl1�.� �• 'O� v CONNECT BETPEEN LADDER t (Tl�P E f �• `.� BARE TINNED TOYER 6RCUdJ /C`- fjr►��O55i�� V I LADDER) (TOTAL OF S) APPROVALS RINb 46'BELOW GRADE 8� �" �- \ •.�� / XMANUFACTURERS T INET R�� ' NEVI BRAIDED LANDLORD MG / RECOMMENDATION 0 ... I DOOR JAPER SPRINT ENG. R. SPRINT ENG. \ j��1'/ (TYPICAL)*2 STRAFVED AW5 GREEN JACKETED 01 r;iiiiifialpar.-,!_r_.s.i.,...7111:11_1111111., ta I ✓ SPRINT R.F. 4,\ &R 5/B'DIA X 10'-0' 96 APE STRAN D 6REE N _ S20NING ��� OUND ROD SEE T/E-I IA KFTED FOR FAN Q� I CONSTRUCTION 6RO1fDIN6 NETWORK 6 x 0�� w NEW COAX COLLECTOR X \ NEW ECi,PM81T&RGWD BAR 2,- I &ROUND BAR BELOW CABLE PORT 12'ABOVE FINISHED FLOOR } r ,� CADYBD h MS SOLID BARE •'-� -E. Lim ``♦ PROJECT NO: T006.9] nNNrED WIRE 9 w/ NEW COAX R I FGTOR N87COAX NNE I FrTORN'■ 0011111111 Rid &ROUND BAR BELOW GABLE PORT DRAWN BY: CDO6ROLFD B.AR AT TOP al ' V-Q�3 Vi' OF TOWf� ANTENNAjillk • CHECKED: N G ARRAY CONNECT*2 APE I DETAIL C� ��M�`= r�,I SOLID BARE CADYBD TO X - NIIN.II.�,•�� TOWER ���. C�l��--. �� f) IA PEEP EROUND DIA.X 10'-0' I 'Dmon x CADNBD E12AW6 SOLID R� -' �•�i `` Y'♦ti'NI► ... t2MREYFFR ID6ROUN�ID BAR -_____0 �1 I Mimi WI 0IGINK-1 u.: 5-5.5 IG RK11 •2As'REI&FRomsa.D TINNED I I 0545-M o,R1•. c1 X 4814*TOTO BLOC 6ROWD RIFE, d wq .� I I >p a I (TTP op I \ \ I W-T D ESIGN GROUP, LLC 39 EAST SCOI.Y OI6VE NR \16 SCHAUMRURC,IWNOIS 60193 I________. _ __ ph.(847)895-3640 — �� To.,(847)895-9985 ✓D A R \ \ SCr�IT P.TPIPHANry PE,PLS. SIGNED ExP, Il-SO-Ol N3 M CH13XC509A ELGIN LITTLE LEAGUE NORTHWEST CORNER OF HIAWATHA S SUMMIT COOK COUNTY SHEET TITLE GROUNDING PLAN GROUNDING PLAN 0 &DETAILS SCALE: I/4"=I'-O" SHEET NUMBER E-5 6 ' , I, y • ��C m o 3 V) Z NJ2a g5P ■ I ■ is Im o, LIJ a I . _ y • TO RF GABI PET U'■■ ,■I • SHIITDOIYJ . 6 PAIR SFil aDEO • GABLE �'■: :■' • IT TOR I SERVICE ENTRANCE POWER C MPANV. ND AND [CLOSURES BY POWER COMPANY. ED ENCLOSURE lad FURNISHED BY POWER COMPANY, I ti M[HATE AT EX I ST I N6 POLE, I FLSTA1 I Fn BY CONTRACTOR. Hill VAULT OR PROPERTY LINE IF POV82 CO. i5 INSTALLINS GABLE (SEE SITE PV1N) 200AMP, 2POLE, 250VOLT, NBM 3R FUSED DISCONNECT SWITCH WITH SERVICE BOND JUMPER. PROVIDE 200 AMP FU',E2. DISCONNECT LOCATION SHALL HE 7 ( FIELD VERIFIED. !ill III III L J *2 AW6 SOLID BARE TINNED \. 3N4/0 - 3" 1 I a<2 CONDUIT MIN. SERVICE ENTRANCE VERIFY CONDUIT SIZE DEPENDI N6 / ( / TELGO "66" BLOCK ON SERVICE LENGTH c� 1 GROUND PER CODE 11111111111111 411 0 NOTE51 3*4/0 - 4 1*2 J>< I. AT"TELCO CABINET CONNECT 141RE5 6ENERATOR ALARMS GROUND IN 2' CONDUIT PAIR ON 66 BLOCK, 23T, 23R FOR 6EMIRATOR FAIL AM)25T, 25R FOR 68NERATOR RUN. 2. AT TELCO CABINET CONNECT MIRES GENERATOR 5><4/0 4 1*2 GROUND - 2' CONDUIT MANUAL ALARS PAIR ON 66 BLOCK, 24T, 24R FOR TOYER (POWER SERVICE) FROM METER BASE L16HT RELAY ALARM. TO PPG VIA TRAM SW I TC.+t TRANS. SW / 6 PAI R-34 SAUSE f uel F IN 2' GONDU I T G' APPROVALS LANDLORD PPG POW PPG TELCO SPRINT MGR ER 200 AMP, GENERATOR RECEPTACLE. SPRINT ENO. SPRINT PGS RISER DIAGRAM NOTES: HUBBELL *41008I2W. MOUNT TO SIDE POWER I. FOR COMPLETE INTERNAL WIRING AND ARRAN6EFQNT FOR OF PPG-MINI. FURNISHED WITH PPG-MINI PANEL TSEPHOrE �� SPRINT R.F. PPG, REFER TO VENDOR riIRINl6 DIAGRAM PROVIDED OR APPROVED EQUAL 200 AMP PANEL BACKBOARD ZONING BY MANUFACTURER ! NE1-I_NtNCED INSIDE PPG CABINET. 240 VOLT CONSTRUCTION WIRE SHALL BE THHN/THWN COPPER, 90'C, DEBATED FOR 50'G 3M4/0 4 I *2 GROUND If�(j,3 WIRE NETWORK OPERATION. (2) 4' PVG CONDUITS TO TELEPHONE 2. LABEL CONDUIT 'SPRINT PCS TELCO CONDUIT' COMPANY TERMINATION POINT (SEE WITH 3" Pi Af.K LEIILKE, ON YELLOW BACKGROUND. 3*2/0 4 I *6 GROUND - 2' CONDUIT SITE PLAN) (I) ACTIVE (I) SPARE \ EACH W/3 PULL $TRINES PROJECT NO: TOOSST 3. SERVICE POWER SHALL BE 120/240 VAC, 200A, 10, 3W. 3" CONDUIT WITH PULL STRINkS (AG) 4. A 200 AMP MtitM BASE SHALL BE INSTAIIFD. THE NUMBER OF JAMS IN THE METER. FOR DG AND ALARM CABLE CONDUIT 4' CONDUIT WITH DRAWN BY: CDO SOCKET AND THEIR AST DEP8ND5 ON THE VOLTAGE SERVICE. CONSULT UTILITY TO BE NOUN ItL. BELOW PLATFORM 12 PULL $SHIELD AND CHECKED BY: CBS COMPANY FOR VOLTAGE SERVICE AVAILABILITY. CN WIRES SUPPLIES BY CABINET MFR. 12 PTEL�FFiOL GELDED 5. POWER AND TELEPHONE SERVICE SHALL BE PROVIDED BY RESPECTIVE UTILITY COMPANIES. ( S�IGE) 6. SERVICE ENTRANCE SHALL BE GROUNDED IN ACCORDANCE WITH NECAND LOCAL REQU IREMETtTS. (F10TE I) PRIMARY 4' PVC W/3 PULL STRI NEB LABEL A5 RADIO POWER CABINET "SPARE' (NOTE I) r — CABINET (BTS) NEW 200A F FrTRIC 2' CONDUIT WITH 6 PAIR UNDERGROUND MEi tN BASE 4 DISCONNECT m.u.a, R.m"wrena Pi/ LEVER BYPASS INSTAI IFD BY 24 GAUGE CABLE 4 25 PAIR CONTRACTOR. Fit I t 4 I NSTALLEP BY 24 6AUFiE CABLE FOR ALARMS I m-�ilai RR rala. UTILITY COMP 1 U-na R"RnIR EQUIPMENT SHEL MR. NOTE. W-T COMMUNICATION ALL UNDERGROUND CONDUIT RUNS DESIGN GROUP. LLC AND BUSH I N65 SHALL BE PVC SGHED SY EAST WALLY pNR NEW 200 AMP EMERSEN6Y GENERATOR HO CONDUIT. ALL 90 DESREE BENDS saAUuamc WNW smw PLUS 'APPLETON, HUFITIFI I OR EQUAL ELECTRIC LOAD SUMMARY BELOW&ROUND AND CONTINUING ABOVE w c"+» -3E40 / SUPPLIED AND INSTALLED I FTJ BY GRADE SHALL BE MSG. ,. (5+7)ass-toes S.C. CONNECT TO PPG AS REQUIRED. CONNECTED LOAD DEMAND DEMAND FACTOR TRANSFORMER OR UTILITY POLE PER KVA A1'1P� FACTOR KVA (Li) �, POWER COMPANY SPECIFICATION - III MOTOROLA SC 4812 20.4 HS 1.0 20.4 H5 H5 RI POWER CABINET SRAIDE Milli GENERATOR CHARGER 1.2 IO 1.0 I.2 10 L� COOL I N& FAN 0.1 1 1.0 0.1 1 SCOTT P.1RIPHAHN PE,PLS TELCO 0.2 2 1.0 0.2 2 SICKED: C..:11-SO-01 1------ E\ TOTAL LOAD 21.9 9l 86 GROUND ROD FOR UTILITY COMPANYJ NEW 3' TOTAL SERVICE CAP. 200 200 C H13XC509A 6ROUNDIN6 OF SERVICE CONNECTION. / 36" BELOW E,RA� TOTAL NEW LOAD 21.9 Kw ELGIN LITTLE LEAGUE W/ 3*3/0 WIRES NORTHWEST CORNER OF HUIWATHC6 COUNTY NEW 3' RIGID PIPE 90' ELBOWS CO AND R I RClr COOK COUNrr SUPPLIED AND INSTALLED BY CONTRACTOR SHEET TITLE NOTE. FOR ADDITIONAL POWER INFO POWER AND ALARM SEE SHEET E-6 DETALE A • OPTIONAL METER POWER DIAGRAM SHEET NURSER SCN_E.. NONE ., E-s 1 N I, ill CnM#SONRY. DOOR& FRAME. WOOD TRILSSES: GENERA'_.Ogi' m '� BLOCK TO BE HOLLOW LOAD-BEARING UNITS OR SOLID LOAD-REARING UNITS IN HOLLOW METAL: o / • STANDARD WEIGHT CONFORMING TO ASTM SPECIFICATIONS.SIZE TO BE MODULAR. WOOD TRUSS FAMING IS TO BE 24"ON CENTER,OR AS NOTED ON PLAN. FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION/INSTALLATION.TYPICAL u INCLUDE SOLID, SOUD TOP,FLUSH END, STRETCHERS,BOND BEAMS,AND FRAMES TO BE 16 GA, COLD ROLLED STEEL WITH WELDED AND GROUND DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTEDle 4)g CORNER UNITS. BLOCK UNITS TO BE BY BEST BLOCK AS FOLLOWS: SMOOTH CORNERS AND ONE COAT OF SHOP PRIMER. INCLUDE REQUIRED WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE CODE LIVE LOADS AS OTHERWISE. 1 <.yY ANCHORS. FRAMES BY CURRIES OR EQUAL REINFORCE FRAMES TO 'O o O 4CL1�/RECEIVE HARDWARE. SPECIFIED IN THE FIRST SECTION ON THIS SHEET; THIS LOAD IS TO BE APPUED CONCRETE MASONRY UNITS TYPES: TO THE TOP CHORD OF THE TRUSS.IN ADDITION, THE FOLLOWING SUPERIMPOSED ROOF NOTES. =1'"'N DOORS TO BE 1-3/4' FLUSH TYPE STANDARD-DUTY/707 SERIES BY SERVICE LOADS ARE TO BE APPUED: _L A BLOCK TYPE 1: BELOW GRADE: CURRIES OR EQUAL ONE COAT SHOP PRIMER. REINFORCE DOORS TO LOOSE LAID BALLASTED EPDM MEMBRANE ROOFING SYSTEM"DESIGN B"BY x F- HOLIAW LOAD BEARING,STANDARD WEIGHT CMU-AS TM C90 GRADE N. RECEIVE HARDWARE. TOP CHORD DEAD LOAD - 15 PSF(ROOFING,CEILING,TEC.) CARISLE SYNTEC STSI OAS. MEMBRANE TO BE 0.045 THICK. PAI!AST TO BE 3/4' co — HOLLOW TYPE 1 BOTTOM CHORD DEAD LOAD - 5 PSF(CEILING. MISC.) TO 1 1/4"ROUNDED RIVER WASHED STONE AND APPLIED AT A RATE OF 10 m E.DOORS TO BE 3'-0"WIDE X 7'-0"HIGH EACH LEAF. POUNDS PER SQUARE FOOT.ALSO ACCEPTABLE ARE CORRESPONDING STSI LMS O1 W BLOCK TYPE 2: EXTERIOR WALLS FRAME TO HAVE 2"WIDE JAMBS WITH 4'HEAD, THE MAXIMUM ALLOWABLE DEFLECTIONS FOR THE WOOD ROOF TRUSSES ARE AS BY FIRESTONE BUILDING PRODUCTS AND GOODYEAR ROOFING SYSTEMS. FOLLOW FOLLOWS: MANUFACTURES' DETAIL AND RECOMMENDATIONS TO SEAL ALL ROOF PENETRATIONS CL t NOMINAL 8"X 12'X 16"STANDARD WEIGHT CMU-ASTM C90 GRADE N. DOORS AND FRAMES TO RECEIVE ONE COAT EXTERIOR ALKYD LO-SHEEN SUCH AS VENTS. ROOF HATCHES, ECT. TYPE 1 ENAMEL L/240 UNDER TOTAL LOAD INTERIOR MASONRY JOINTS SHALL BE V JOINT, EXTERIOR V JOINTS - 3/8"IN ARCHITECTURAL SHFFT MFTA1• ROOF INSUI AMR. 1 li SIZE. L/360 UNDER LIVE LOAD EXTRUDED POLYSTYRENE CLOSED CELL POLYSTYRENE, R- 5.0/INCH, DOW • INDUCE A MASONRY CONTROL JOINT AT NOT MORE THAN 20'0/C ON WALLS COPINGS, GRAVEL STOPS, SCUPPERS,AND FLASHINGS TO BE PREFINISHED 24 GA. WOOD TRUSS MANUFACTURER NOTE: MAXIMUM DEFLECTION LIMITATIONS(INCLUDING "STYROFOAM', USG'FOAMULAR". la GALVANIZED STEEL OF PROFILES AS SHOWN. LONG-TERM DEFLECTIONS)ARE CRITICAL FOR ALL TRUSSES SUPPORTING MOVABLE TAPERED INSULATION, ,I LONGER THAN 25'WHERE DETAILED AND SHOWN ON ELEVATIONS. PARTITIONS.GENERAL CONTRACTOR SHALL COORDINATE DEFLECTION CRITERIA WITH COLOR OF ALL COMPONENTS TO BE CHOSEN BY C.M. THE SELECTED DOOR MANUFACTURERS SPECIFICATIONS AND RECCOMENDATIONS. PROVIDE TAPERED BOARD INSULATION WITH A PITCH OF NOT LESS THAN 1/8' ALL EXPOSED EXTERIOR BLOCK AND MORTAR TO HAVE INTEGRAL MASONRY WATER PER FOOT.LAY TAPERED BOARDS TO ESTABLISH SADDLES AND CRICKETS AS - REPELLENT IN PLANT MIX. WATER REPELLENT TO BE FIELD MIXED IN MORTAR. °"uTT: WOOD TRUSSES: SHOP DRAWINGS AND CALCULATIONS BEARING A REGISTERED REQUIRED TO PRODUCE POSITIVE DRAINAGE.ALL UNITS SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE ON THE ENGINEER'S CERTIFICATION SHALL BE SUBMITTED FOR REVIEW AND SHALL CONTAIN DRAWINGS. CAULK ALL JOIN15 WHERE WOOD, MUMS,MASONRY,AND ALL OTHER MATERIALS THE FOLLOWING INFORMATION FOR EACH TYPE AND SIZE OF TRUSS TO BE PROVIDE SADDLES AT ALL RTU&EQUIPMENT CURBS AND ALL OTHER AND SURFACES INTERSECT AND WHERE MOISTURE OR WATER MAY PENETRATE. PROVIDED. PROJECTIONS AND TO SCUPPERS. PERIMETER INSULATION: SITKUFOAM TYPE SM EXTRUDED POLYSTYRENE FOAM WITH CAULKING MATERIAL TO BE MULTI-COMPONENT EPDXIDIZED POLYURETHANE PL-300 ADHESIVE ATTACHMENT TO WALL FACE. DETAIL OF TRUSS SHOWING SSE OF MEMBERS. PROJECT DATA; bYMERIO"SERIES BY TREMCO WATERPROOFING SYSTEMS.COLOR TO BE CHOSEN SPECIES AND WORKING STRESS OF LUMBER USED. JOINT REINFORCING:TRUSS-TYPE BY bUR-O-WALL'. BY CM. LOADING CONDITIONS USED IN DESIGN. OCCUPANCY: CHAPTER 54(THIS IS AN UNMANNED FACIUTY) CALCULATED FORCES FOR EACH MEMBER.ANDNO MASONRY FLASHING TO BE EPDM TYPE MEMBRANE ALL JOINTS TO BE MAXIMUM 3/8"WIDE SHALL BE UNIFORM DIMENSIONALLY. CONNECTION SIZES AND LOCATIONS. NUMBER OF OF STORIES: 1Milli BUILDING STANDARDS CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED TO INSURE NUMBER OF STREETS:2 PROPOER ALIGNMENT AND STABIUTY OF TRUSSES DURING CONSTRUCTION PER CLA55 OF BUILDING TYPE 58,MASONRY INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH CURRENT INSTRUCTIONS AND THE TRUSS PLATE INSTITUTE'S PUBLICATION BHT-76, 'BRACING WOOD TRUSSES- UNPROTECTED BUILDING AREA(GROSS):704 S.F. MORTAR MIXES:TYPE Al - HIGH COMPRESSIVE. USE WHERE MASONRY IS IN SPECIFICATIONS PUBLISHED BY THE MANUFACTURER OF THE MATERIAL.ANYAOLUME: CONTACT WITH EARTH. COMMENTARY AND RECCOMENDATIONS". ALLOWABLE AREA: I8,000 S.F. DEVIATION MUST HAVE THE PRIOR APPROVAL OF THE CONSTRUCTION MANAGER MAXIMUM EMPLOYEES:NONE TYPE N - MEDIUM COMPRESSIVE. USE IN EXPOSED LOAD BEARING MASONRY C.M.) SHALLSHALL8E IN COMPLIANCE WITH ALL CODES, REGULATIONS AND EXIT WIDTH: ABOVE GRADE STANDARDSRDS. - 36"REQUIRED(MINIMUM) -ONE DOT PER 54.02(d) CLEANING. PERFORM A WORK IN STRICT COMPLIANCE WITH CURRENT STANDARDS AND 72"PROVIDED MAXIMUM EXIT DISTANCE 150 FT AU_ RECOMMENDATIONS OF RESPECTIVE TRADE ASSOCIATIONS FOR EACH SPECIFICATION ROOF COVERING: CLASS B REMOVE EXCESS MORTAR AND SMEARS. SECTION SUCH AS AS.T.M.,A,C.1.,S.MAC.NA,ETC. FILL MATERW S. FXAMINATTON OF S1F AND CONTRACT DOCUMENTS. IT WILL BE TAKEN FOR GRANTED BY THE OWNER AND THE C.M.THAT THE BIDDER BACK FILL MATERIALS SHALL BE FREE OF ORGANIC MATERIALS, ROCKS,OR LUMPS BEFORE SUBMITTING HIS BID HAS: GREATER THAN 6 INCHES IN ANT'DIMENSION,AND SHALL NOT CONTAIN MORE THAN15%OF ROCKS OR LUMPS LARGER THAN2-1/2 INCHES IN ANY 'CAREFULLY EXAMINED THE SIZE OF PROJECT TO ACQUAINT HIMSELF WITH: APPROVALS DIMENSION. FOR A DEPTH OF 12 INCHES BELOW GRADE,NO STONES GREATER LANDLORD THAN 1 INCH IN DIAMETER SHALL BE PERMITTED. 1. SURROUNDING TERRITORY. 2. MEANS OF APPROACH TO THE SITE. SPRINT MGR. GRANULAR FILL BELOW SLABS SHALL BE WASHED,CLEAN MATERIALS,FREE OF 3. CONDITIONS OF THE ACTUAL JOB SITE. ORGANIC ELEMENTS,SUITABLE FOR BREAKING CAPILLARY ACTION, RESISTANT TO 4. FACILITIES FOR DELIVERING, STORING.PLACING, HANDLING AND SPRINT ENG. FROM HEAVE.AND CAPABLE OF COMPACTION FOR SLAB BEARING. REMOVAL OF MATERIALS AND EQUIPMENT. 5. ANY AND ALL DIFFICULTIES THAT MAY BE ENCOUNTERED IN THE SPRINT R.F. COMPLETE EXECUTION OF THE WORK IN ACCORD WITH THE CONTRACT DOCUMENTS. ZONING CONSTRUCTION *CAREFULLY EXAMINED ALL DRAWINGS AND ALL OTHER INSTRUCTIONS PERTAINING - TO THE WORK. NETWORK IPROJECT NO: T00465 I DRAWN BY: e PRE-ENGINEERED 12 PRE-ENGINEERED CHECKED BY: WOOD TRUSS 4 Xi�— WOOD TRUSS C.J. 16"x8" 8"%8'SCORED ■—"-- ' Taava CMU • FINISH fLO-O�R� Armor EL. 786'_8•Y FINISH FLOOR A. 1 EL:786'-8"Y _ Mr:11.11 I.. yI� i SEE STRUCT.w-/ W-7 ENI U ERRNG. INC. CONSULTING ENGINEERS a EAST SG1LLY 01•WI AOMIAIOURS.EMUS AOIW 0NORTH ELEVATION ©EAST ELEVATION "`(6'»A'°-'"° SCALE 1/8'- 1.-0' SCALE: I/8'- 1'-0' M...<IM'»e96—E015 PRE-ENGINEERED 12 PRE-ENGINEERED WOOD TRUSS 4 — WOOD TRUSS 1 - 18'-0" .-e - 13'-3" 1.1113161111E-' 16"A8" CH13XC509A ELGIN LITTLE LEAGUE NORTHWEST CORNER OF HIAWATHA 6 SUMMIT FINISH FLOOR COOK COUNTY Y FINISH FLOOORR� EL: 7B6'-A' - !��1 EL: 788'-6' T SHEET TITLE �y EL _________^� ' CONCRETE STOOP �.OF/�/�'O �_� d SHEET NUMBER ©SOUTH ELEVATION OWEST ELEVATION ,.. A-1 i f % , IV • • TV in _A.LEASE AREA i 26'-6' ° i N o°,5 / � 5�47 �4'4•`�4 Ilk As cgmi ll 8 J —;I•4:�M�IF� I4�A�OI..M:4A�dI:� 44 =.,a ')) O Ir,-i 16'WIDE 26'-6" ® • 4/ . ! �'f COABINEI r1 :ATL1111 �■ - CA If PREFlNISHED aMETAL THRU-WALL Illak SCUPPER(rn) BUILD SADD(FS b f4 ■ 10 SCUPPERS . .0 Q�S�LOPE +6' caoIti ' ' ' ao2' W/PREFlNISHED wF`�� Q1. m����Ia�I•4;a�Ii��OIi�IaVi��:.*1.4.Al_4!:V:87. �Ai�a�A�M��N��.a!Iu�4'-6' EPDY IFl61WE • _: NOTE: +6`INDICATES THICKNESS ROOM OVEER _ OF TAPERED INSULATOR TAPPQiED 614tKAT10N - ABOVE PROTECTOR BOARD - APPROVALS ()ROOF PLAN LANDLORD C!'sl F; 1/8' 1'-O' SPRINT MGR. • ' - SPRINT ENG. .. —_ SPRINT R.F. L_- - _ ZONING Aix _. .. . - CONSTRUCTION © NETWORK 6 28'-6' LEASE AREA A2 IPROJECT NO: T00465 I `DRAWN BY: I t041R e .\� INTERIOR F NCH�S 1:::< L 0 0 R PLAN 'CHECKED BY: I �a 12"X 12'RESILIENT F100R TILES JOIST BRG. ,/ Z �1\ OVER.D r�j' Blr S GIST BRG. VINYL BASE PANTED BLOCK"COVED SCALE: 1/4" a 1'-0" EL. = 798'-8' lingL'*J Fl- `798-6' WALLS AND PAINTED STEEL BAR JOISTS& METAL ROOF DECKING. BLOCKWALLS TO RECEIVE ONE COAT BLOCK FILLER/PRIMER HALF COURSE .111!Rig NAM�O COATS ALkYO LO-SHEEN BOND BEAM W/2-�b \ SR�NN-$30 UNFACED FIBERGLASS BATT N� i5/ .EXTERIOR GRADE T&G PLYWOO1 ' "I ir mum) STRUC I SHEATHING DECORATIVE MU \ FIBERGLASS LAMINATED CLASS A W/ REVIEW I .Jr.ROE. ASPWILT SHINGLES W/5"PATTERN R 6116'O.C,VERF,(IYP.) • , W/RIBBON COURSE EVERY 5TH COURSE-TIP. i N � W-T ENGINEERING, INC.' °. Vin" EAVE VENTILATION TROUGHS ME N. 2 LAYER UNDERLAYMENT FELTS-SEE CONSULTING 31 EASTSCALY ENGINEERS \ GENERAL NOTES BELOW 4y' M M( 7)6M SO wwIIellRo.UMW cola ORM 40 �� Am(MT)146-MISS \ ICE h WATER SHIELD FIRST 36' ' •,,f*°" • UJ ROOF TRUSS - SEE STRUCT. • ' . CONTNUOUS 2z6 c' ' T ■/ M. ALUM.CANTED CLEAT h HANGER .�,' '� 32.O.C. ' 6"CONCRE7E SLAB 5'x4'PREFlNISHED ALUM. a?'� '�. OVER 6 MM.POLY V.B. \ OGEE GURER w/AN _ _ _ Z, COMPRESSIBLE AND 6•COMPACTED \ ELEVATED BACK EDGE pgry\pI - F11ER ORANUTAR FILL RIM • ��1 I���� WEEPHOLES FLASHING'O.C./ ��FINISH 78 FLOOR 6• , , , \ 0\ 1 x8 PRESSURE TREATER FASCIA ':< iri�, � P� •• !-�" 2z6 WOOD PLATE-TM. 8"FLASHING 4'INSULATED CMU URADE a AT ONLY j / 1z8 PRESSURE TREATED FASCIA r ,'_D- 4 �y" P �' _ T I1I ICI � I San t I I=III I I Ii ff T,--I 11;III i 1 F •_1--I C PREFlN.ALUM. FASCIA CLADDING- J PRESSURE TREATED WOOD PLATE-TYP. *, I .-I WRAP FASCIA BOARD UP BACKSIDE O PEL��� CONTINUOUS 2x4 STEEL BEAM&PLATE OR CMU BOND BEAM CH13XC509A yT �: : 2x4.5 0 16"O.C. SNTEL-SEE STRUCTURAL t' I 5/8'COX SOFFIT SHEATHING - PROVIDE ELGIN LITTLE CUTOUTS ABOVE VENTED VINYL SOFFIT PANELS GN.V. H.M. DOOR FRAME ;•• NORTHWEST CORNER LEAGUE OF 12'CONCRETE :1 'RIGID PERIMETER VINYL SOFFIT PANELS W/BEAD BOARD PATTERN I HIAWATHA a SUMMIT FOUNDATION AND FOOTING INSULATION PROVIDE VENTED PANELS 0 10'-0'O.C. COOK COUNTY r - T/FOOTING I Et_ 782-8 VINYL"J'BEAD SEALANT#JOINT FILLER SHEET TrttE NIL 'T' EACH SIDE -TYPICAL CONT.SEALANT BEAD W/BACKER ROD WALL SECTION © WALL SECTION CD ROOF EDGE DETAIL - TYP. ��°F"�ti DETAIL @DOOR SHEETNUMBER 1 4 SCALE: 1/2'a 1'-0' SCALE: 1/2 1'-0" SCALE: 1 1/2' • 1-0' 01—I\I_.—INTEL E 1" a 1'-0' % a i SAWCUT JOINT OU WITHIN H HOURS DESIGN LIVE LOADS y _ WWF OF SLAB POUR. DEPTH=1/4 STAB m /^� SLAB-ON-GRADE REELYO DRAINING GRANULAR BASEN THICKNESS (MIN. 1") ROOF LOADING c i� BASE COURSE REINFORCING TO BE CONTINUOUS BASIC ----------------------- 30 PSF le .8 THRU JOINTS. WIND LOADING 0 y S .I UP TO 50 FEET 20 PSF LATERAL EARTH PRESSURE(ACTIVE) 50 PSF/FT. 2 N?i 7^ DESIGN STRESSES -.._^ 2 x.F e m=m 26-6" 30•-6 I •I I r I$11- CAST-IN-PLACE CONCRETE o FOOTINGS Fc = 3000 PSI N MN 0, g a WALLS. PIER — Fc = 3500 PSI IM cn SLAB-ON-GRADE Fe = 3500 PSI • PREFABRICATED W000 TRUSSES O MASONRY, OTHER I'c = 2500 PSI CC it 3 ® 28-6" L NOTES SHEET A-I FOR ADDITIONAL DETAILS 3) TYP. SLAB CONTROL JOINT REINFORCEMENTTIES. STIRRUPS. FIELD BENT BARS Fy .t Ili SCALE: NONE = 40,000 PSI S WELDED WIRE FABRIC Fy = 65,000 PSI HIP TRUSS -� OTHER Fy = 60.000 PSI • • ///---1 1/2"KEYWAY CONTINUOUS OR STRUCTURAL STEEL 1� I r T� I I Q IIII� ,��Ir / STAGGERED (2'-0"LONG O BEAMS, OTHER(36 KSI)ASTM A36 Fy = 36,000 PSI ��� SLAB-ON-GRADE W/WWF ON / 4'-0"O.C.) MASONRY FM = 1500 PSI ilia W1 I GUTTERS FREELY DRAWING GRANULAR WELDING ELECTRODES E70%X -, ('t' I I ® - , BASE COURSE .d'" REINFORCING TO BE ALLOWABLE SOIL BEARING CAPACITY q = 3000 PSF INTERRUPTED AT JOINT. In neno ®�� ,�W q - `� �� _ m _x_ L 4. FOUNDATION LEGEND • I I I 'gill `-. .;;'' '-'+..:- :..,, i.I PIER MARK r I I I , ® I=-- J I ral I CENTER TRUSS I TOP OF PIER ELEVATION-__P1 � A Q IN hii1�` _ OUTUNE OF TOP OF COLUMN 103'-0"L �I. BUILDING BELOW FOOTING ELEVATION ___-__________--99•_O" orSLAB ON GRADE ` e TYP NE SLAB CONSTR. JOINT CONCRETE WALL FLOORING (JCitillillikl 3 ® WIYF ON 6MIL VAPOR BARRIER` SCALE: HIP TRUSS -� ON 6"LAYER OF FREELY DRAINING CONCRETE WALL COMPACTED LI V.= 0.-ASE.COURSE 060 Q � ULT-SA7URATEDO TOP OF WALL FlN.FLR.ELEV.=100'-0'UNO FOOTING ELEVATION 1. 82'-6 I TOP OF WALL ELEVATION 1W=786'-8" MORTAR i . 4111! 0 •" aaa.aa"• "• 001 FOOTING STEP MARKER—� OO' I STRIP FOOTING MARK-__ • SLAB-ON-GRADE WI� I� ..F ••:•�:ogig •'•�•!.•I :�•!•�•!.!'.:•::S'!•:•!•- I�) CONTROL OR CONSTRUCTION JOINT -ICJ I o SEALANT APPROVALS FOUNDATION PLAN ROOF FRAMING PLAN © EN BOND BEAM REINFORCEMENT TO BE REINFORCING NOTES LANDLORD O SCALE: i/8" 1'-0" NORTH © SCALE: 1/8"- 1'-0" DISCONTINUOUS THRU CONTROL JOINT I. REINFORCING SHALL BE DETAILED IN ACCORDANCE W/AG 315-80. SPRINT MGR. NORTH I� STOP ALL HORIZ. WALL MESH 2. ALL LAPS SHALL BE CLASS"B'PER PfJ 318-89 UNLESS OTHER SPRINT ENG. ■I■ ,JOIINTORCING SHORT OF CONTROL THE DDEETAILER TAKES SPECIAL CARER TO1 NGS PROVIDEORUNLESS STAGGERED SPRINT RI. LAPS. USE BAR LAP LENGTHS FOR ALL HORIZONTAL WALL ZONING BARS AND FOR TOP BARS IN SLAB AND BEAMS OVER 14"DEEP. 3. LAP LENGTH SHALL BE SPECIFICALLY NOTED ON PLACING CONSTRUCTION DRAWINGS WHERE MORE THAN ONE BAR MAKES UP A CON- CMU CONTROL JOINT TIN000S STRING. NETWORK ___ ell4. CORNER BARS WITH CLASS "B"LAPS SHALL BE PROVIDED SCALE NONE AT ALL CORNERS AND INTERSECTIONS, PER ACI 315-80. 5. HORIZONTAL BARS.EXCEPT FOR CONTINUOUS SWINGS FROM ONE CORNER OR OPENING TO ANOTHER SHALL BE DETAILED I PROJECT NO: T00465 I TO SHOW THE DISTANCE FROM AT LEAST ONE END OF THE • �1g 1/2"PREMOLDED JOINT FILLER TOP LAB �a// 1/2"PREMOLDED JOINT FILLERBAR TO THE NEAREST BUILDING GRID UNE OR WALL FlNISH FLOOR ;/ SET 1/4" BELOW SURFACE EL. =786-1 ' / SET i/4"BELOW SURFACE 6. WELDED DEVELOP WIRE Fy FABRIC AC 315-80. LAPPED AND/OR ANCHORED TO DRAWN BY: �EL. = 786'-8" „ FINISH FLOOR MINIMUM LAP CHECKED BY: �'�"_."_. EL. = 786'-8"� / -TIT IiiL-nil-iii' = Liu-uil_'i11 /�;. ': N I I=IIII j- 12"CONC. FOUNDATION WALL III-IIII IIII IIII_IIII STAB-ON-GRADE WITH WELDED • • • • III-_ II=I„.= 12"CONC. FOUNDATION WALL WIRE FABRIC ON FREE DRAINING • • • • WI 2"RIGID INSULATION SLAB-ON-GRADE 2"RIGID INSULATION GRANULAR BASE COURSE O PERIMETER W/1"PITCH (SEE PLAN) 0 PERIMETER ` TOP/SSELABP N/5 X 1'-4"O 4•-0"0.C. /5 X 1'-4"O 4'-0"O.C. 0 ,,II'�EL FOOTING'- 2-i5 CONT.BOT. BARS MIN.) TOP/fO4TING PI 2-BS CONT.BOT. BARS(MIN.) ,h T.Haem ACORrow WEL 782'-8" ( `NEL = 792-8" SEE FOOTINGCONT. SCHEDULE " SEE FOOTING SCHEDULE WM (3"CUR ALL AROUND) (3"CLR ALL AROUND) •I I 1=1I I' SELL FOOTING WALL FOOTING SCHEDULE 1- 2-/4 CONTINUOUS FOOTING SCHEDULE lAn. SEE FOOTING SCHEDULE MARK FOOTING DIMENSIONS FOOTING REINFORCING NOTES PRECAST CONCRETE PRECAST CONCRETE WI 2'-0'XI'- 2-#5 W_T ENGINEERING. INC. W2 1'-8"X1'-O 2-#5 CONSULTING ENGINEERS e FOUNDATION WALL ® FOUNDATION WALL — 39 E.=, �LL,DRIVE SLAB EDGE C� GATES NAUNB RG,ilLNgS�Is, SCALE: NONE SCALE:NONE C9S � SCALE: NONE NOTES. AA I B - BOTTOM,T= TOP IAA(en)aes-ses 2. SEE SECTIONS AND DETAILS FOR REQUIRED FOOTING DOWELS. 6"SLAB-ON-GRADE W/6 X 6- 1/2"FILLER STRIP W2.9 X W2.9 WWF ON 30"FK05T MATERIAL FOR THERMAL RESISTANT(2'TO 3"ROCK) BREAK MATERIAL 12' /4 0 16'O.C. ON ALL SLAB-ON-GRADE OR 4 SIDES OF STOOP SLAB STRUCTURAL FLOOR MASONRY PIER SCHEDULE • -i II�-41''- (SEE PLANS) PEER PIER REINFORCING 1 1 MARK PIER DIMENSIONS TYPE VERTICAL TIES REMARKS 1-11. 1` f m i PI / - NOTE/1 _I IIV" �g P2 16'X 12" B 4-/5 /3 0 16" et r - s ` BOND BEAM W/ CH13XC509A 2-#5 CONT. NOTES: ELGIN LITTLE LEAGUE - 8 , SEE PLAN FOR 1.)PIER TYPE A IS TYPICAL FOR STEEL BEAM AND UNTEL BEARING AND NORTHWEST CORNER OF ... FOUNDATION WALL SHALL BE INSTALLED IN ALL SUCH LOCATIONS IN ADDITION TO HIAWATHA 8 SUMMIT INFORMATION LOCATIONS IDENTIFIED ON THE DRAWINGS. COOK COUNTY 1'-8"X 8' FOOTING W/ L J m MEN 4-/5 COND.C. AND/4% 1�OFG.... ,� �: • .• `� SHEET TITLE 1'-4"FTC. DOWEL A7 a 4'-0'O.C. GROUTED SOLID IN CMU CELLS ,^L.. C r l SHEET NUMBERg ® TYPIAL STOOP DETAIL ' TYPE A TYPE BSCALE: NON A-3 i :2v i 26'-6• STRUCTURAL GENERAL NOTES / 1.0 GENERAL CONDITIONS 5 /2J/L, . 1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE BOLAN CASE OF CONFLICT BEThEEN THE m 0 NATIONAL BUILDING CODE,1999 EDITION AND ALL OTHER APPLICABLE STATECODES, O co O CODES,STANDARDS,REGULATIONS,,AND IONS.I SPECIFICATIONS,GENERAL.NOTES AND/OR V1 o a ,����,- ,��,��•,��'��I�,����,��,����,��,�,w ri op �!��,��.�,����� .OF PIPE COL. MANUFAC1URERS REQUIREMENTS.U5E THE MOST STRINGENT PROVISION. y ?N?M 13/16'm HOLES FOR 1.2 IT 15 THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT T =H z B �, 4 3/4'S A325 THAT THE CONTRACTOR OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR D Q p3 �I �I BOLTS OR THEIR RESPECTIVE EMPLOYEES SHALL EXCULPATE THE ARCHITECT,THE B NM B p ENGINEER THE CONSTRUCTION MANAGER,THE OWNER,AND THEIR AGENTS, B E-. FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST m W I6'-0' -{ . ' LOSS,DAMAGES,LIABILITY'OR ANY EXPENSE ARISING IN ANY MATTER FROM N o. THE WRONGFUL OR NEGLIGENT ACT,OR FAILURE TO CARRY OUT THE WORK IN CM 0 {` ACCORDANCE WITH THE CONTRACT DOCUMENTS,OR THE CONSTRUCTION MEANS, Cn•*• IAAA © I I \ T 00 - TO THE STATE SC11ff METHODS, AFFOLDING ACTE IN CONNECTION OR PROCEDURES THE OR WORK. CONFORM ,� W8x21 I I ♦ �; ACCESS DOOR I.3 DO NOT SCALE DRAWINGS. aI��� � 4I 1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS, MI ��� a Y, MOTOROLA SC 4812ET Y. Y MOTOROLA SC 4812ET r. 1.5 SUBMIT ONE SEPIA AND TWO PRINTS OF ALL STRUCTURAL SHOP DRAWINGS. 11114 Y 125U� X'e a POWER 350o BINET e .e • RF'CABINET 0 ET ' % H Tl'P PL.II'x6"x1/2' lb DESIGNMARKED UPOADS ARE: SEPIASHALL BE RETURNED. 3/Ib EQUIPMENT LOAD ,A5 SHOWN ON PLAN e I EQUIPMENT SIZE ,4'-8•L x 3'-0'W x 5'-6'HIGH ��������_��i��-��i" I WIND SPEED ,80 MPH r _AM — WIND PRESSURE, 30 P5F • I 1'-6" IlE -8' I'-10' i SEISMIC ZONE ,I �� 00411111114 ,_8. 1_� 4,_ :D may / 2.0 5117=WORK/FOUNDATION tipkilliiill VERIFY THE Q K \\ K I \ \ \I / / 1 il;- 4"0 STD PIPE POST) • 2.1 FOLLENGLOOWI ALLOWABLE BEARING THE SERVICES OF A L CAPACITY AS USED BY S ENGINEER To TEST DA STRUCTURAL \ 1 / 1 4-I/2"S HILTI EXP A. ENGINEER:3000 PSF.PROVIDE COMPACTED GA-6 STONE FILL WHERE 4" �, I Aiii. 1 I I �� I I OF 2/W!MIN.EMBED OVER EXCAVATION IS REQUIRED TO MEET SOIL BEARING CAPACITY. W:3 21 AIM 50 STEEL ��vwi»_����E������ �I��� ��[x23331r1.�- - 3/4 x12'xl2'BASE PL. 3.1 OR FYfFFD THE FOLLOWING CODES STANDARDS(LATEST EDITION) 1i 0 MO GROUT SC 4812E7 g Q MOTOROLA SC 4812ET 2 g MOTOROLA SC 481 ET 0. EXCEPT AS Nu it-LA 40 00 OWER CABINET RF CABINET RI CABINET y 3500# 1500# 1500# x _—-- .:1 I ' v. -_- A. STRUCTURAL STEEL.....-_.._...AISC SPECIFICATION 4 �, x '� x N ..—.—_-- , .F4/,. N. . • _ COO,f STD.PRACncB A • I - -SHAPES PLATES__. �— A ® '. • " -PLATES BENT OR FORMED,...ASTM A 283,GRADE C P�A �rcf!"s3r- ����� ��== . �.� -PIPES................._..._.. A 53 LGRADE B --'' .• � -STRUCTURAL. HOT ED.ASTM A 570 - - �� " V` / � O,A V V•V B�TS N T�SED STEEL TUBING... ..A5TM WASNERS FOR FRAM NGA 500,GRADE B .III ® 01 1''N',�.E i.� `E ettee:7.Ai i -MEMBERS BOLTS,NUTS FOR..A51M A 325-SG �� ��" / 5�" 5�'` �, ANCHOR BOLTS AND SECONDARY I APPROVALS '4., 18'-5' I 3/4"DRY-PACK GROUT GONNEGTIONS.._..__.........ASIM A 307 EXIST.6"1TIY..SLAB B. WELDS....._.............._...TAWS E70XX �1 HOLES FOR CABINET ' ON GRADE OF EQUIP. LANDLORD 9 EXCEPTION 15 TAKEN TO AISG CFABROF STANDARD PRACTICE PARAGRAPH ATTACHMENT TYP. �, BUILDING SPRINT MGR.__ 4.2.1 REGARDING OWNERS AND FABRICATORS RESPONSIBILITY FOR �,�,�. �'�. �'•- �.-- _�.-- � -_ _-I-_ •a.4 }, CONNECTION DESIGN AND ADEQUACY OF SHOP DRAWINGS. COMPLIANCE SPRINT ENO. I�'�,�� �m �w �,�, �,r� ,��� `1,p��,404 p SECTION CONNECTION DE-516N AND DETAILING 115 THE HITH THE REGUIREMBITS SHOWN ON CONTRACTORS SPECIFICATIONS, SPRINT R.F.___ - 'at,O.4t1iOWIA�,��-�.0AIw-�I��,�-�,��,��4tI��40.�1 ©SCALE.NONE RESPONSIBILITY. ENGINEERS REVIEW OF 51bP DRAWINGS 15 FOR .__. GENERAL CONSIDERATIONS ONLY AND DOES NOT CONSTITUTE AN ZONING __ ACCEPTANCE OF THESE RESPONSIBILITY BY THE OWNER AND/OR CONSTRUCTION ENGINEER 0 FOUNDATION PLAN WITH LOAD FRAME NEW MASONRY EQUIPMENT 3.2 COATINGS: NETWORK SCALE,1/2'=11-0•. BUILDING.SEE ARCH.DWNGS A.ALL NEW STEEL SHALL BE HOT DIP GALVANIZED PROJECT NO, CH13XC609A B.FIELD TOUCH UP ALL GALVANIZED SURFACES DRAWN BY. VY 11 CONTRACTOR TO VERIFY CHECKED BY. FIG EXACT HOLES LOCATION PRIOR TO DRILLING IN STEEL BEAMS L4x4xI/4 POR ATTACHMENT OF EQUIPMENT ------ CABINETS IN ACCORDANCE WITH IB'-5' CABINET MANUFACTURERS - I'-6' 1 15'-5" 1'-6• � DRAHINGS._ :IMI i b•x4"x3/8'le EXIST.6"THK,SLAB ON GRADE - n ,5/010001 w.me — D 'W SEE PLAN 9A6 • i ® NEG ION DETAIL GON T , SCALE 1•=1'-0' ELEVATION A—A ME , SCALE I/2-.1'-O" _' omm.,.-— / Apex Engineers,Inc. I �so-u�eur,l cof,•wan1� 11f1301 SI!TIERFIELD ROAD. I r IITI SURE 0.Y1 I6,0' N — DOWNERS GROVE,LL3R9f6 PH(030)2.11-1600 ! FAX(890)2.13320 R Imo• 13 �J 1-6' L4x4x1/4 fV.-. �_ V(\ W8x21 14 , V I © 2,3/4"0 BOLTS EXIST.6'THK.SLAB ON GRADE ,,,,,,,,,,,1 ,: V1 _ APEX PROJECT NO.WT0I-109 l •W"SEE PLAN TYPICAL FRAME 1-It SCALE 1/2•=I'-O' CH13XC509A -- ---z --° — ELGIN LITTLE / /�/ / / `3n5' CERTIFICATION LEAGUE ` \ ,.( THE INFORMATION ON THIS DRAWING, ,"a.,,wu,w"nx ELGIN,ILLINOIS / /\/... n/,' / .../. !,/>>/T / / / . ., T/, // .•/l. .•/R.IS THE PREPARED BY ME,OR UNDER MY OF IL(!'w.A WAS ELEVATION B—B DIRECT SUPERVISION,AND TO THE BEST P'-5 4`�,, SHEET TITLE ®SE TION OF MY KNOWLEDGE,COMPLIES WITH y o SCALE I/2•=1'-O" SCALE I'=1'-0• THE REQUIREMENTS OF ALL APPLICABLE � �,1� STRUCTURAL PSUPPORT PLATFORM, LAWS,BUILDING CODES,AND ORDI - F}7�81-005088Iii DETAILS Q GENERAL NOTES' DATE 05-02-2001 , SHEET NUMBER 1KU.d:h� • LICENSE EXPIRATION DATE B-30-2002 j:• xv>"• RA,ESH K.GOYAL,GE.,P.E. �n S— I