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HomeMy WebLinkAboutOpen Record Request 140210 -- Sundip umar PR# & Name Completed Date Open Records Routing Date/Time Received: 2/10/14 4:33 p.m. Date/Time Sent Out: 2/10/14 4:55 p.m. CC: John Haislet - Legal Rita Stivors — Legal Kristen Hejny - PD &S Bart Humphries - Fire Upon completion of this request, please forward all copies for the customer to myself as well as any email correspondence regarding the request. Police and Fire Departments are exempt from this request. Barbara Vass, Secretary City Secretary's Office (979) 764 -3541 Barbara Vass From: Sundip Kumar [sundip @sti1l88.com] Sent: Monday, February 10, 2014 4:33 PM To: Barbara Vass Subject: Re: Open Records Request Attachments: Request for Public Information r13.5v2_new.pdf Barbara, please find attached. I'm looking to the purchase the building any looking for any issues with the city the current owner might be facing Thank you! Sundip Kumar still88 Management Office - 972- 234 -5400 ext 504 Email - sundipjcstill88.corn Notice of Confidentiality: This e -mail message is confidential, intended only for the named recipient(s) above and may contain information that is privileged,. Ifyou have received this message in error, or are not the named recipient(s), please immediately notify the sender and delete this message from your computer. On Fri, Feb 7, 2014 at 9:24 AM, Barbara Vass <bvass @cstx.gov> wrote: Hello Mr. Kumar, We have not received your revised Public Request form that I talked to you about on Tuesday. If you still want to submit the request please send it with specifics on what is needed. Thank you, Barbara .Bardara Vass Secretary City Secretary's Office City of College Station PO Box 9960 1101 Texas Avenue College Station, TX 77842 P: 979 - 764 -3541 F: 979:764 °6377 bva51,1@c5txov www . City of College Station Home of Texas A&M University p From: Sundip Kumar [mailto:sundip @stil188.com] Sent: Tuesday, February 04, 2014 8:00 PM To: Pubrequest Subject: Open Records Re.quest Good afternoon, please find request for 1502 S Texas Avenue (former Aggieland Inn). Sundip Kumar still88 Management Office - 972 - 234 - 5400 ext 504 Email r dip([7still18 8.coi i. Notice of Confidentiality: This e -mail message is confidential, intended only for the named recipient(s) above and may contain information that is privileged,. lfyou have received this message in error, or are not the named recipient(s), please immediately notify the sender and delete this message from your computer. City of College Station Home of Texas A &M University ® 2 (*ff 1141411 CITY OF COLLEGE STATION City Secretary's Office Request for Public Information P.O. Box 9960 College Station, Texas 77842 Email: pubrequestAcstx.gov Fax: 979 - 764 -6377 Phone: 979 - 764 -3541 Date of Request: 02/14/201 Email: sundip @sti1l88.com Name: sundip kumar Address: 3345 Kendall Lane, Irving Texas 75062 ..........._.. .. Phone #: (972) 465 -0191 Fax: INFORMATION REQUESTED: Please be specific In reference to 1502 texas ave s - (aggieland inn) Permit - Fire & building, Any replatting requests City ordinance violations Looking to purchase the site and looking for any violations that need to be rectified pertaining to the above. The information you requested for copying or inspecting may be protected information under the Texas Public Information Act, Government Code, Chapter 552, which may require a determination by the Legal Department as to confidentiality prior to its release. If you wish to receive a copy of the information requested, you will be charged 10 cents per page. Additional charges may be incurred for non standard copies or information collected on electronic medium. A deposit or bond shall be required if the estimated charges exceed $100.00. REQUESTOR'S SIGNATURE (NOT REQUIRED FOR ELETRONIC SUBMISSION) DEPARTMENT RESPONSE: Date Completed 2/20/14 No. of original pages 1 Cost Staff member Additional notes: Subm Kristen Hejny From: Kristen Hejny Sent: Thursday, February 20, 2014 10:10 AM To: 'sundip @still88.com' Cc: Jenifer Paz Subject: Open Record Request for 1502 Texas Ave South Attachments: Building Permit.pdf Mr. Kumar, This building at 1502 Texas Ave S. looks to have been permitted in May of 1973, unfortunately, that means we will not have any original Site Plans or Building permits for the structure. There is currently a remodel /renovation permit issued for this structure, however, most of the work being done on the property is cosmetic and did not require a permit. Sections of the remodel /renovation did require a permit, but drawings and permits were not submitted to the City before construction was started, and they have already been completed. Currently there are violations with the fire sprinkler system in the building which is noted on page two of the building permit attached to this email. There are no additional code violations, however, current construction has stopped mid renovation and for the property to be utilized and receive a Certificate of Occupancy /Certificate of Completion, new building permits (and possibly drawings) will need to be issued and building /fire inspections will be required. Kristen Hejny Staff Assistant City of College Station Planning and Development Services 1101 Texas Ave PO Box 9960 College Station, Texas 77840 khejny@cstx.gov 979 - 764 -3570 Phone 979 - 764 -3496 Fax 3 Kristen Hejny From: Kristen Hejny Sent: Thursday, February 20, 2014 10:10 AM To: 'sundip @still88.com' Cc: Jenifer Paz Subject: Open Record Request for 1502 Texas Ave South Attachments: 03- 00500151- 00076531.pdf; 03- 00500151- 00076532.pdf; 03- 00500151- 00076533.pdf; 03- 00500151- 00076534.pdf Mr. Kumar, I have attached what information we have on the Cell Towers on this property. Please let me know if you have any additional questions. Kristen Hejny Staff Assistant City of College Station Planning and Development Services 1101 Texas Ave PO Box 9960 College Station, Texas 77840 khejny @cstx.gov 979 - 764 -3570 Phone 979 - 764 -3496 Fax 1 Kristen Hejny From: Kristen Hejny Sent: Thursday, February 20, 2014 10:10 AM To: 'sundip @still88.com' Cc: Jenifer Paz Subject: 1502 Texas Ave South Attachments: APPLICATION.pdf; DRAWING (2).pdf; Drawing.pdf; PICTURES.pdf Mr. Kumar, 1 have attached what information we have on the Cell Towers on this property. Please let me know if you have any additional questions. Kristen Hejny Staff Assistant City of College Station Planning and Development Services 1101 Texas Ave PO Box 9960 College Station, Texas 77840 khejnyecstx.gov 979 - 764 -3570 Phone 979 - 764 -3496 Fax 2 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764 -3570 FAX: (979)764 -3496 http: / /bpinspect.cstx.gov Application Number 13- 00002683 Date 2/20/14 Property Address 1502 TEXAS AVE S Tenant nbr, name AGGIELAND INN (HOTEL) Application type description COMMERCIAL, REMODEL /RENOVATION Subdivision Name REDMOND TERRACE Property Use Application valuation . . . 80000 Owner Contractor AMERICAN MOMENTUM BANK FERIAN KALKAN 4030 STATE HIGHWAY 6 S 5311 BALLYBUNION CT COLLEGE STATION TX 77845 COLLEGE STATION TX 77845 (979) 326 -9911 - -- Structure Information 000 000 HOTEL, NON - COMBUSTIBLE CNOSTRUCTION Construction Type NON - COMBUSTIBLE Occupancy Type RESIDENTIAL -HOTEL MOTEL Other struct info IMPACT /PRORATA FE S PAID na HEATED AREA 70000.00 INTERIOR WALL TYPE sheet rock SEWER TYPE public Permit BUILDING PERMIT Additional desc . RAK Permit pin number 945535 Permit Fee . . . 760.00 Issue Date . . . 8/15/13 Valuation . . . . 80000 Expiration Date . 2/11/14 Qty Unit Charge Per Extension BASE FEE 260.00 30.00 4.0000 THOU BLDG, VAL 50001 - 100000 120.00 380.00 1.0000 EA DOUBLE CHARGE 380.00 Special Notes and Comments THIS PERMIT IS FOR THE REMODEL OF AN EXISTING HOTEL BUILDING AND PROPOSED USE OF THE STRUCTURE SHALL REMAIN HOTEL CLASSIFICATION (2012 IBC OCCUPANCY TYPE R -1). NEW PAINT, CARPET, RESURFACE BATHROOMS, REPLACE GYPSUM BOARD WITH MOLD, NEW CERAMIC TILE, AND REPAIR /REPLACE FIRE SPRINKLER AND FIRE ALARM COMPONENTS PER FIRE MARSHAL'S OFFICE. INSTALLATION OF TWO WOOD GAZEBOS /ARBORS: ONE AT THE MAIN ENTRANCE AND ONE AT THE POOL AREA. * ** COMPLY WITH 2012 INTERNATIONAL BUILDING CODES AND 2011 NATIONAL ELECTRICAL CODE. ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764 -3570 FAX: (979)764 -3496 http: / /bpinspect.cstx.gov Application Number . . . . . 13- 00002683 Date 2/20/14 Special Notes and Comments ** FIRE SPRINKLER SYSTEM AND FIRE ALARM SYSTEM MUST TO BE INSPECTED AND BROUGHT BACK INTO CODE COMPLIANCE (THE FOLLOWING ITEMS PER FIRE MARSHAL'S OFFICE): * PAINTED SPRINKLER HEADS SHALL BE REPLACED, * NEW WOOD APPURTENANCES ADDED TO THE FRONT ENTRANCE (WOOD GAZEBO /ARBOR) NEEDS TO BE PROTECTED BY THE FIRE SPRINKLER SYSTEM. * EXPOSED PLASTIC FIRE SPRINKLER PIPING IN LAUNDRY AREA SHALL BE REPLACED WITH METALLIC APPROVED PIPE. * INDIVIDUAL SMOKE ALARMS ARE ORIGINAL AND MUST BE REPLACED; THEY ARE HARD WIRED 24 VOLT TO A PANEL IN THE ADJACENT TWO -STORY BUILDING LOBBY AREA. THE OFFICE MIGHT BE RELOCATED TO THE 5 -STORY BUILDING, IF SO THEN THE FIRE ALARM PANEL MUST BE RELOCATED /REPLACED. AND SMOKE DETECTORS SHALL BE UPGRADED TO 110 VOLT HARD WIRED WITH BATTERY BACKUP. * KNOX CAPS NEEDED FOR FDC FIRE SPRINKLER SYSTEM. * THESE ABOVE ITEMS ARE MINIMUM REQUIREMENTS FOR A HOTEL /EXTENDED STAY USE. IF THE BUILDING CHANGES USE, MORE STRINGENT REQUIREMENTS WILL KICK IN AND SHALL BE APPROVED AND TESTED BY THE FIRE MARSHAL'S OFFICE. ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** EXITING /EGRESS PATHWAYS, STAIRWAYS, AND DOORS SHALL BE REPAIRED AND MAINTAINED AT ALL TIMES. * ** EXIT DOORS SHALL HAVE EGRESS HARDWARE FOR CODE COMPLIANCE. * ** ELEVATORS SHALL BE REPAIRED AND RECERTIFIED BY STATE INSPECTOR. * ** PROVIDE ADDRESS ON COMMERCIAL BUILDINGS - FRONT: 5" ADDRESS NUMBERS, AND ON REAR DOOR(S): 2" HIGH ADDRESS NUMBERS AND NAME OF BUSINESS. FOR MULTI - FAMILY RESIDENTIAL PROVIDE DWELLING UNIT NUMBER ON FRONT DOOR AND IDENTIFY EACH DWELLING UNIT FROM A REAR FIRE LANE. IDENTIFY MULTI - FAMILY BUILDINGS WITH 12" BUILDING NUMBERS, VISIBLE FROM ALL ADJACENT /NEARBY FIRE LANES. ALL NUMBERS AND LETTERS SHALL HAVE CONTRASTING BACKGROUNDS. * ** THE TEXAS DEPARTMENT OF STATE HEALTH SERVICES REQUIRES AN "ASBESTOS SURVEY" FOR WORK INVOLVING DEMOLITION, REMODEL, RENOVATION TO EXISTING STRUCTURES & TENANT SPACES. ASBESTOS SURVEY SHALL BE SUBMITTED BEFORE ANY DEMO /MATERIAL REMOVAL WORK. FOR MORE INFORMATION OON -LINE VISIT: OR CALL (512)834 -6770 FORuMOREb lt . shtm INFORMATION. BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764 -3570 FAX: (979)764 -3496 http: / /bpinspect.cstx.gov Pa e 3 Application Number . . . . . 13- 00002683 Date 2/20/14 Special Notes and Comments ** ALL UTILITIES SHALL BE SHUT -OFF AND CAPPED -OFF PRIOR TO ANY DEMOLITION FOR SAFETY AND ENVIRONMENTAL ISSUES. SEWER PIPES CLOSED TO PREVENT RAIN OR STORM DRAINAGE TO ENTER. * ** WHEN A BUILDING IS DEMOLISHED, THE ASSOCIATED SIGNS AND SIGN STRUCTURES SHALL ALSO BE REMOVED, PER SECTION 7.4 SUB - SECTION Y(5) OF THE U.D.O. * ** Shall advertise only the name of, uses of, or oods or services available within the building, or tenant lease space, to which the banner is attached. Shall be mounted parallel to the face of the building. Shall not be cantilevered away from the structure. Shall not extend more than one foot from any exterior building face, mansard, awning, or canopy. Shall not obstruct any window, door, stairway, or other opening intended for ingress, EGRESS, or for needed ventilation or light. Shall not be attached to any tree, fence, or public utility p ole. ** NOTE FROM WATER DEPT: DOUBLE CHECK - REDUCED PRESSURE BACKFLOW PROTECTION ASSEMBLY REQUIRED FOR CAR WASH, POSTMIX CARBONATER, POOL AUTO -FILL, CHEMICAL TO WATER DEVICES, HEATING /AC UNIT WITH DIRECT CONNECTION TO WATER SUPPLY, WATER SUPPLY LINES SERVING A 3 -STORY BUILDING OR TALLER ABOVE GRADE, AND ALL LAWN IRRIGATION SYSTEMS. ** ALL BACKFLOW DEVICES MUST BE TESTED UPON INSTALLATION BY A CERTIFIED TESTER REGISTERED WITH THE CITY OF COLLEGE STATION PUBLIC UTILITIES DEPT. LAWN IRRIGATION MAY USE A PRESSURE VACCUM BREAKER. ALL DEVICES SHALL BE INSTALLED PER AWWA STANDARDS AND CITY'S ORD #2394. * ** INSTALL EMERGENCY LIGHTING IN ALL COMMON AREAS, CORRIDORS, EGRESS PATHS, AND EXTERIOR 'EXIT DISCHARGE' LANDING AREAS AT EACH EXIT DOOR TO COMPLY WITH SECTION 1006.3 OF 2012 IBC. * ** INSTALL EXIT SIGNS IN LOCATIONS AND ILLUMINATED PER SECTION 1011 OF THE 2012 IBC. SEE BUILDING CODES AND NOTES ON CITY STAMPED APPROVED BUILDING PLANS FOR EXIT SIGN LOCATIONS. GROUP R -1 (HOTELS)SHALL ALSO HAVE FLOOR -LEVEL EXIT SIGNS IN ALL AREAS SERVING GUESTROOMS, SECTION 1011.2. * ** PROVIDE EXTERIOR LANDING (60" X 60" FOR ACCESSIBILITY) LEVEL WITH THE INTERIOR FLOOR AT EACH REQUIRED EXIT DOOR. ** PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764 -3570 FAX: (979)764 -3496 http: / /bpinspect.cstx.gov Pa e 4 Application Number 13- 00002683 Date 2/20/14 Special Notes and Comments PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) * ** PROVIDE FIRE -RATED DOORS & WINDOWS WHEN INSTALLED WITHIN FIRE -RATED WALL ASSEMBLIES TO COMPLY WITH TABLES 716.3, 716.5, & 716.6 OF 2012 IBC. * ** GUARDRAILS SHALL COMPLY TO SECTION 1013 OF 2012 IBC. HEIGHT SHALL BE NO LESS THAN 42" AND OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. * ** POST PERMIT CARD ON JOB SITE TO BE VISIBLE FROM ROAD OR PARKING LOT. * ** ANY CHANGES OR ALTERATIONS TO APPROVED BUILDING PLANS MUST BE RE- SUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE. * ** PROVIDE SANITARY FACILITIES /PORTA -CAN FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT -OF -WAY (STREET & SIDEWALKS). * ** CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:OOPM AND 7:OOAM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA). * ** ALL IRRIGATION, PLUMBING, ELECTRICAL, MECHANICAL (HVAC) WORK MUST BE PERFORMED BY A LICENSED CONTRACTOR. CONTACT BUILDING DEPARTMENT FOR PERMITS PRIOR OR WORK, AND INSPECTIONS PRIOR TO COVERING ANY & ALL WORK, (979)764 -3570. * ** ELECTRICAL SHALL BE INSTALLED PER 2011 NATIONAL ELECTRICAL CODE AND LOCAL AMENDMENTS. ASSURE PROPER GFI LOCATIONS, INCLUDE ONE WITHIN 25 FEET OF OUTSIDE A/C UNITS. * ** ALL CONSTRUCTION INSTALLATIONS SHALL COMPLY WITH THE 2012 INTERNATIONAL CODES, AND LOCAL AMENDMENTS (WWW.CSTX.GOV). * ** WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAX. STATIC WATER PRESSURE TO 80 PSI OR LESS. * ** SAFETY GLAZING REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS, WITHIN 60" ADJACENT TO TUBS & WITHIN 60" ABOVE WALKING SURFACE, ADJACENT TO STAIRWAYS WITHIN 36" AND LESS THAN 60" ABOVE WALKING SURFACE; COMPLY WITH SECTION 2406 OF 2012 IBC. * ** PROVIDE MINIMUM 42" CLEARANCE FROM CENTERLINE OF WATER CLOSET TO EDGE OF LAVATORY, WALL, OR OTHER OBJECT TO COMPLY WITH ICC /ANSI A117.1, ACCESSIBLE STANDARDS. CENTERLINE OF WATER CLOSET SHALL BE 18" FROM SIDE WALL. PROVIDE MINIMUM 60" WIDE X 56" DEEP CLEARANCE FOR ACCESSIBLE WATER CLOSET AND ALSO A 60" TURNING DIAMETER CIRCLE CLEARANCE. * ** HANDRAILS SHALL COMPLY WITH SECTION 1012 OF THE 2012 IBC. HANDRAIL HEIGHT SHALL BE MOUNTED BETWEEN 34 " -38" ABOVE BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764 -3570 FAX: (979)764 -3496 http: / /bpinspect.cstx.gov Pa e 5 Application Number 13- 00002683 Date 2/20/14 Special Notes and Comments STAIR TREAD NOSINGS AND FINISH RAMP WALKING SURFACE. PROVIDE HANDRAILS ON BOTH SIDES AND HANDRAIL EXTENSIONS AT THE TOP & BOTTOM OF EACH FLIGHT OF STAIRS OR RAMPS. * ** PROVIDE PROTECTION FOR EXIT DOORS & REQUIRED EGRESS PATH, STRUCTURES, DUMPSTER ENCLOSURES, MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT FROM IMPACT OR BLOCKED BY AUTOMOBILES. * ** SEE GENERAL INSPECTION CHECKLIST FOR COMMERCIAL, MULTI - FAMILY, AND /OR MIXED OCCUPANCY BUILDINGS. INSPECTION CHECKLIST AVAILABLE AT PLANNING & DEVELOPMENT SERVICES, CITY HALL, CITY OF COLLEGE STATION. (1101 TEXAS AVENUE) * ** PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. A KEY FOR EACH SHELL BUILDING DOOR AND /OR TENANT ENTRY DOOR IS REQUIRED. CONTACT FIRE MARSHAL'S OFFICE (979)764 -3705. ** REQUIRED EMERGENCY EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY, TOOL, OR SPECIAL KNOWLEDGE /EFFORT. STOREFRONT EXIT DOORS WITHOUT A THUMB -LATCH REQUIRE STATEMENT "DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" ON THE DOOR WITH 1 INCH LETTERS. WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE /EFFORT * ** INTERIOR LIGHTING SHALL MEET THE CONTROLS AND WATTAGE LIMIT REQUIREMENTS OF CHAPTER 4 OF THE 2012 INTERNATIONAL ENERGY CONSERVATION CODE. * ** PROVIDE LIGHTING REDUCTION CONTROLS (ABLE TO REDUCE ROOM /AREA LIGHTING BY AT LEAST 50 PERCENT)IN EACH ROOM WITH MORE THAN ONE LIGHT FIXTURE PER SECTION C405.2.1.2 OF IECC. * ** PROVIDE AUTOMATIC TIME SWITCH CONTROLS AND OCCUPANCY SENSORS PER SECTIONS C405.2.2.1 & C405.2.2.2 OF IECC. * ** LAWN SPRINKLERS SYSTEM REQUIRED AND MUST BE INSTALLED AND TESTED PRIOR TO CERTIFICATE OF OCCUPANCY. IRRIGATION SYSTEM MUST HAVE FINAL INSPECTION, CALL 764 -3570. PROVIDE ENVIRONMENTAL SEVICES WITH THE ORIGINAL BACKFLOW PROTECTION DEVICE TEST REPORT PRIOR TO C.O. IRRIGATION PERMIT REQUIRED. ** All roof and ground- mounted mechanical equipment shall be sreened from view or isolated so as not to be visible from any public right -of -wa or residential district within 150 feet of the subject lot, measured from a oint five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Acceptable methods of screenin rooftop equipment may include, but are not limited to encasement, BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764 -3570 FAX: (979)764 -3496 http: / /bpinspect.cstx.gov Application Number 13- 00002683 Date 2/20/14 Special Notes and Comments p arapet walls, or partition screens. * IN ALL ASSEMBLY OCCUPANCY TYPES AN OCCUPANT LOAD SIGN SHALL BE DISPLAYED NEAR THE MAIN ENTRANCE OR CLEARLY VISIBLE ON THE WALL BEHIND THE HOST STATION OR MAIN BAR. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN PER SECTION 1004.3 IBC. CONTACT 764 -3754 FOR OCCUPANT LOAD SIGN. ** ALL OUTDOOR LIGHTING WITHIN DEVELOPMENTS OTHER THAN SINGLE - FAMILY RESIDENTIAL AND DUPLEXES SHALL MEET THE REQUIREMENTS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. LIGHT FIXTURES -THE LIGHT SOURCE (LIGHT BULB)SHALL NOT PROJECT BELOW AN OPAQUE HOUSING. NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES SHALL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINES. ** PROVIDE PANIC HARDWARE ON EXIT DOORS. ** AS PER THE ZONING ORDINANCE SECTION 12.3.L; ATTACHED SIGNS SHALL NOT EXTEND MORE THAN ONE FOOT AWAY FROM EXTERIOR BUILDING FACE ** CONSTRUCTION CONTRACTS OVER $50,000 REQUIRE SUBMISSION TO THE STATE FOR ACCESSIBILITY REVIEW - CONTACT TDLR AT (512)463 -3211, WWW. LICENSE. STATE.TX.US /ABPROJECTREGISTRATION FOR MORE INFORMATION. * ** INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH THE 'FLAME SPREAD AND SMOKE - DEVELOPEMENT INDEX' CLASSIFICATIONS OF TABLE 803.9 OF THE 2012 IBC. Fee summary Charged Paid Credited Due Permit Fee Total 760.00 760.00 .00 .00 Grand Total 760.00 760.00 .00 .00 BUILDING DEPT REPRESENTATIVE: APPLICANT: 4 ! MAX ENGINEERING LLC E -mail: hak@maxengr.com 9000 Southwest Freeway, Suite 410 Phone: (713) 776 -0629 Houston, Texas 77074 -1522 Fax: (713) 776 -9599 Analysis Report for Roof Top Report Prepared for T- Mobile Site Name: Ramada InnlCollege Station Site Number: A3K- 0023 -A Site Location: 1502 S. Texas Avenue College Station, TX 77840 f: *: ,• : a)i f to 4► MAX ENGINEERING LLC Design Sheet / of / .► .► .i► �� Client Mo& Job No. 2, Date "/ ?/' Site Name/# /f -DA -r". •'i /A 3 Ka Computed By -411 IP- Structure Reference TA-RIE Ge176 .sec776t.1 Ate( �e-dc,(op��oAi s -#6F PAGEs Co vet (Ac-E (w rif PE SIGN. 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FuLL U-Se k,G1-1 TkATF /'6 /AA4 Cr / c2 S 4 9 /, S 320 */' ( Z! ) 3 a_ a /60 PC F CPse (Ago-K Y k x IS -> is- t l pc_F (p -f-L.) �uc cAr�•� s ►�Sbxrr (S- 9.7'_ /4 LL �• psp- /o) 4 r CP? pct. i0, kC } . - I NOTES 1: 1 Z p` 2 Qr /v I CHECK CENTER LINE SPACING WITH 1 I EQUIPMENT MOUNTING HOLE LOCATIONS 1 14 - 0" 1 , I 1ct I I C6 r(g. L 1 1/2" THICK RUBBER MAT W6x15 W6x15 EQUIP. CABINETS. 3' -10 1/2" B � CHECK MANUFACTURER'S F PI.- 1 BLUE PRINT W6x15 ► 1 1 x 1 x 1 X I i 1 2' -r 10' -0" B 1 /\ 1 /\ 1 /\ 1 .../ I NOTE , / — \ 1 - -� L - -L A A W6x15 L ___t 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED afI] BY EQUIPMENT CABINETS il l raill' q --- 411IIIINl11 C6 O I- � 1 11 11'l'I;li,;'I.;I'� L OP' 1 C 1 4 EXISTING BUILDING 1 a WALL BELOW 1 /EXISTING 7 BUILDING ROOF I I PLAN VIEW 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED BY EQUIPMENT CABINETS TOP OF GRATE 13" on m C6 f 3/8"0 A325 1 BOLTS f. iii/ i EXISTING ROOF r . . 4 • 4 Q d d d 1/2" THICK 4 EXISTING BUILDING 4 RUBBER MAT ROOF, 6" THICK d 4 SECTION C - C FC]IIIPMPKIT STPPI PI ATF(1PKA nTeu e i SECTION A -A E 2 f',3 a ( p MAX ENGINEERING, LLC A 6000 SW FREEWAY, Ste • 410 1 Houston Texas 77074 Phone (713) 778 -0626 Fax (7131776-6566 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON_ CABINET ABOVE AREA NOT OCCUPIED BY EQUIPMENT CABINETS ANCHORED TO W6 AT 4 CORNERS REV DATE DESCRIPTION W BEAM ® 06/02/03 REVIEW WALL Q CABINET MOUNTING BOLTS (3/8" -1/70) SUPPLIED 6, _ TOP OF GRATE 13" BY CABINET MFG. 11 1 1 I 1 1 1 RF ENGINEER 5/8"0 A325 W6x15 ZONING / LEASING BOLTS (# j5) CONSTRUCTION ENGINEER 7 1 i I OPERATIONS 1 W6x15 FIX NET 1/7 THICK RUBBER MA T p EXISTING ROOF � ' e d L1 � ' 1 4 ° d • ' EXISTING BUILDING �d d �� \ • ROOF, 6" THICK Q 4 4 d d 0 cc a e EXISTING BUILDING �, �.y. WALL BELOW, g THICK ' -1 T- . O r- • N od 0 t) CO 1.4 E CI O Si SECTION B -B L ■ w ® o ■ 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED CABINET ABOVE BY EQUIPMENT CABINETS ANCHORED TO W6 AT 4 CORNERS CABINET MOUNTING BOLTS (3/8" -1/70) SUPPLIED TOP OF GRATE 13" I BY CABINET MFG. nmanommenneennumenune It . 11 5/8"0 A325 PRINTED DATE 06 -02 -03 BOLTS i ( 4 ( "D`.. Ts ) DRAWN BY: HD i41 CHECKED BY : VD /HM U U W6x15 STRUCTURAL DETAILS 1 v EXISTING ROOF a s 4 1 ' d a • A3K0023 -A di a . 1/7 THICK a EXISTING BUILDING d • a 4 RAMADA INN RUBBER MAT ROOF, 6" THICK d 1502 TEXAS AVE, COLLEGE STATION, TX 17840 q_ W BEAM, WALL S.1 This Document is Confidential and the property of Purcell Systems • ^` and is protected under Mutual Non - Disclosure Agreement between iitli Jr YSTEMS Purcell Systems, Inc and VoiceStrcam Wireless executed on 4/11/2002. a - Of 5 p,4 6 - piv RAC774831 Specifications Physical Overall Exterior Dimensions 77 "H X 48"W X 31 "D lntemal Dimensions 68 "H X 30 "W X 31 "D- Equipment Compartment 68"1-1 X 18 "W X 31"D -Side Compartment 9 "H X 48"W X 31"D -Top Compartment Weight (Approx. in Lbs.) 200 (Cabinet only) 350 (DC Plant [300ADC capacity]) 100 (Air Conditioner) 470 (1 String of 155Ahr batteries [48V)) Construction Material 0.125" thick aluminum (light- weight, corrosion- resistant) Powder Coat Paint UL Pantone (Cod Gray) TGIC Polyester Insulation Foil backed insulation on interior surfaces Door (Front & Side doors, Rear Hatch removable) Latches Three -point latched, •Nokia® -keyed entry, with door alarms Gasket ASTM and UL rated for outdoor use Equipment/Battery Mounting EIA Std 23" Rack Rails 22U (38.5 ") of rack space (6U open w/ 300A —48VDC Power/Dist Plant installed) Zone4 Compliant Battery Shelves Accommodates 2 strings of 155Ahr VRLA batteries ( -29" H) Pro- crimpe.l & routed battery cable assemblies available Environmental Air Conditioner with Heater Typical 4,000 Btu/Hr and 350W heater Standard Features AC Power Receptacle Box 4- Outlet gangbox for receptacles (GFI available) Cable -entry Ports Top Compartment aligns precisely to •Nokia® UltrasiteTM for Power and RF cable routing Power /Data Knockouts Various for power /gnding & data routing with liquid -tight seals Integrated Grounding Construction UL- approved bonding hardware and easily accessible mounting points for "single- point" grounding Agency Listing NEMA 4 (Equipment area), UL Compliant cabinet NEMA 3R (Top & Side Compartments) Warranty Limited 5 Year I Y STEM S 22924 East Appleway Avenue Liberty Lake, WA 99206 *Nokia® and * *UltrasiterM arc the property of Nokia®. These 509- 755 -0341 Fax 509- 755 -0345 names are used for reference purposes only and in no way is www.sales @purcellsystems.com Purcell claiming any endorsements or approvals from Nokia ®. Document RAC774831 04/20/02 ssZP,SOF/ Sections B -F refer to the following Cabinet Mounting Diagram: (NOTE: This view is looking up from the pad) Cabinet Front 48" 30.5" ' 24.4" I — 4�2" AC Service Conduit 0 O Stub -up Arca Lft Side Telco backboard � • • � 22.7" i Rt Side 15" U Side Equipment ( 31" (Faces BTS1) — Compartment Compartment • • 3.347" 3.79" Bottom RF -cablc • x3/4" Dia. Mounting Holes t Access Cabinet Rear Figure 1: Cabinet Bottom Template with Side Compartment (on left) for AC Distribution, Air Conditioner, and Telco Demarcation Mounting. (This footprint does not include front & rear door [-25" swing -out] & personnel clearances) B. Providing Cabinet Support Structure: 1. A supporting structure (concrete pad or metal grating [for roof - tops]) with a loading capacity of 2501bs. /ft should be installed to support the cabinet and fully loaded interior equipment (battery strings, DC Power Plant, air conditioner, etc.). A WARNING: Failure to provision a sufficient supporting structure for the cabinet will result in cabinet deformation and potential damage to internal equipment. C. Installing Cabinet Mounting Bolts: 1. Cabinet mounting bolts should be installed in the pattern designated in Figure 1. Dimensions in BOLD RED text relate to locating these mounting locations (from the front right corner). Purcell Systems, Inc. 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S,G..174,'ft b - �) C M /q / / . = 6 ) / - . / A 5 ) - - 2 i 6 G- e 9 _ o , o c r( x /.0? / x 0 , 3 s & 9o x / /9 z / Ps D = Q. 23r ( As: c C- )- n Z 4' h. c_ _ 9, ZIko. == s /,Z e a /9sq 4- A 77 A f- /s Mo2G Sic 71._) 66 'Jr- oSk: TIA4/6'A 22 t. ..� LA I y -xx 62 A= 6 F% �' FA= .,S2 >c /6 / 4( 4 Hak -F -Ma From: Beyer, Ron J [RonBOValmont.comj CA!-c. z y x ,z 6 Sent: Thursday, June 05, 2003 7:06 PM To: 'HAK@MAXENGR.COM' MA)( 14 C =T (OTC -1h1 2 k Cc: Foster, Amy ¢ ,r Subject: RE: 92102 'j /FkAli 1.1 ruduoE t' s.+ s ) Here are the reactions you requested: (ioo MpH RM tN11.46 oN loo' ko�� CN`�1T {'AhS� ` =e�. i�� c' 0,1 IC t Uplift /leg - 4.24 kips VAU cA ! -L o c Download /leg - 5.26 kips I � , /J Shear /leg - 3.39 kips ¢)r K ( cam? =. j= S 3 /-1( OTM - 53.5 kip -ft Etr►�a)c f!4' AR 3. So K Regards, Ron Beyer Components Sales Manager - Salem 503 -589 -6673 direct 503 -551 -4266 mobile 888 - 698 -9555 fax ronb @valmont.com Original Message From: Hak -F -Ma [mailto:hak @maxengr.com] Sent: Thursday, June 05, 2003 9:02 AM To: Foster Amy Subject: 92102 Th Hi, Amy I am reading the catalog (2002), on page 14.6, there is a frame (part # 92102) that can hold 8' antenna at 100 mph wind. My question is what is the corresponding (max) shear force, compression and tension on each leg. Also I want to know the leg plate size and bolt holes size and distance form the center of the plate before I can specify it. Please reply ASAP. Thanks Sincerely, Hak Original Message From: Foster, Amy [mailto:AmyF @Valmont.com] Sent: Wednesday, June 04, 2003 11:42 AM To: 'hak @maxengr.com' Subject: 31 -92110 Hak, Attached you will find the PDF for part number 92110. Hope this helps you out! Amy Foster Component Sales Associate Valmont Communications 888 - 880 -9191 ext. 6641 1 40, MAX ENGINEERING LLC Design Sheet 3 of 8 .► •■ — 7 �' D r/ 3 G� Client 1 '- Mo %i , LC • Job No. g ? - / Date G � Site Name/# PAMA DA r t'_) / A 3 k o 0 2 3A Computed By -411110- S tructure Reference T 04h-fa-IT CA7/ -4 -4 (2ao2 / -6) /4t?T r ?12..1 0 a i( / S 6 E-s'& Fir( /o o ,(.� (F-Ad T /141 ) Psi /) , 4e4 re / cr, ' lrol - TuC SuL'ic T /2L fs Is .A,7 70 MAN, cr-,1,,TE Mfi L)6' . E ., 3/JE Acs o - 04 f /N � � / �'�G U 3 � - / 0 6 "Er` VA (J l n1 c N A-dr Al =- /cc' Ka- r � 3 .Y _ 4 3 P-7 G _ a 6s = /. /..1-2 /' /o fj 3? ) AT 2, = •a K - _ / /6 ; 6 /, 6 8 s - ; l� )c /, f 6 it lam, k Grb ? 68s 0, 8 lGe c x �ri�s I � („1 6 1 Z ALA W ra O LA-D F V 70,4, / 7f' = U tao X 0,419 0, <4 I s -3 k• f Air„l SAP / `v /o G 2 .g k Q a> i 3* x U ,t() 4 /A.zEw.IA "1 r Z l+firllJNR S, 8 ? I i r . (' t , I i /`« r�" S I � </_? 6 lc 5 ` C 91(--47i3.1<- - a � � � us A 0 FreAr-fc (E3 %rNATE ANTENNA SUPPORT STRUCTURES � �' I i ROOFTOP FRAMES 14.6_:; ,;;.: ?...:) I t \ \\ { oN: '771ti ' Colt( / oA1c�►.17 '0 2 cA7A1oG TRI•SECTOR ROOFTOP FRAME THREE -LEG TRISECTOR ROOFTOP FRAME WITH CLIMBING, LADDER St.PLATF•ORM FOR ANCHORED INSTALLATION The Tri- Sector Rooftop Frame enables installation of up to twelve panel antennas for three sectors on one rooftop, three- Three -Leg Tri- Sector Rooftop Frame provides mounting leg structure. The Frames are secured to the roof using sepa- locations for up to twelve 27," OD mounting pipes. The rarely ordered Anchor Bolt Kits. below. Frame is designed to support up to forty -eight 2' diameter .„ ,:, Antenna separation with four antennas per sector is 4'. with shielded antennas. Design loading, per TIA/EIA222F, is for .. ,�: an outside- antenna separation of 12'. When mounting three 100 mph basic wind speed. '17" radial ice and a roof elevation , antennas per sector, an alternate center- antenna location pro- of 100' above grade line. _ .44`` s" vides for a 6' antenna separation- The Frame is secured to the root using separately ordered y,, Wireless panel antennas mount to the Frames on separately Anchor Bolt Kits (page 14.9). An inside climbing ladder and .; « 0 0 „�, ..�_ „ ordered 2'/ "" OD Antenna-Mounting Pipes (pa 8.1). Pipe a platform with an access hatch is included. .: :a.t -= ' - lt:ngths are selected to raatch the antenna le ngth and the Antennas mount to the frame on separately ordered ..., :i Z...1 ' re. uired mounting height above the roof. _ ------------.. 2- /." OD Antenna- Mounting -Pipes (page 8.1). Pipe lengths . . ' ?'i=m Tri- Sector Rooftop Frames are designed to support twelve l' are determined by the number and size of antennas per 'J; wide by 8' tall panel antennas. Design loading. per TIA/EIA mount. 222 -F, is for 100 mph basic wind speed, 1 /2" of radial ice and , 1- / r ` a roof elevation of 100' above grade line. ;^ 16: . _ .,iiiiiiiiiiiiiiiiii , 11.. 11. 1. _ ---e : . Milk . 4 ...„: ...:.. ., . , !. ' NM : 7`' Frame ' ; ,,....„,,-„, . . „..,„,.. _ , . ...„.„,,, , • . ,, Height l , . --,-.- . .., Ilr 411161 l illj pm.- - ....re 1 \ ' -441111111 t' i�nieT 7 I ■ , ' " r Product List 1 :'' •' -' Number Description Price w•F . - ' '_''`'' 92101 5' High $830.00 9x102 10 High 4 9204 $1 ,120.00 13' anchor bolt 92103 15' High $1,680.00 center -to- center 92104 20' High $2,225.00 r Product List Product List Number Description Price Number Description Price 4 B2411 15' High Tri- Sector Frame w/ ladder ____ - $3,600.00 92107 Anchor bolt Kit. 7/8" x 1' -6" Threaded Rod $115.00 B2412 20' High Tri- Sector Frame w/ ladder $4,150.00 , .. , 1-13887880-9191: 1.43575 25TH STREET SE SALEM, OREGON 97302-1123, USA 1 ' www.valmont.com V�iiQl�oilt ? 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BLUE LUE PRINT W6x15 I L i - - - - / /_EQUfP. \ - -. _ --- -1-11-1-11 -I- \ / 1 \ / \ / 1 �� �� I I x 1 x 2. -3- NOTE 1 B A A W6x 15 jilL 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED Hill C BY EQUIPMENT CABINETS /111 N�I1l T IPI' C6 N' gt 1- �11111111111 ....xsiummx LAO' . C e e A / EXISTING BUILDING 1 EXISTING / WALL BELOW I /ROOF BUILDING \\ \111111 1 1 PLAN VIEW 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED BY EQUIPMENT CABINETS TOP OF GRATE 1 •iii C6 i 3/6"0 A325 BOLTS :J EXISTING ROOF c a d ° a . 1 THICK 9 EXISTING BUILDING ' G G RUBBER MAT ROOF, 6" THICK • a • c c 4 a • SECTION C -C EQUIPMENT STEEL PLATFORM DFTAII S SECTION A -A Z p 3 , �v MAX ENGINEERING, LLC 11 9000 SW FREEWAY, Ste • 410 • --------------- Houston, Texas 77074 Phone (713) 776 -0629 1' GRATING (MC NICHOLS Fax (713) 776-9599 GW100A OR EQUAL) ON_ CABINET ABOVE AREA NOT OCCUPIED BY EQUIPMENT CABINETS ANCHORED TO W6 AT 4 CORNERS REV LATE DESCRIPTION Q W BEAM A 06/02/03 REVIEW WALL CABINET MOUNTING BOLTS 0 1 /E'4) SUPPLIED BY CA TOP OF GRATE 13" BY CABINET MFG. { I l l l l l l 4 RF ENGINEER 5/8 A325 W6x15 ZONING / LEASING BOLTS (4 r; ) if CONSTRUCTION ENGINEER loin i m OPERATIONS • W6x15 FIX NET ///'' THICK RUBBER MAT p EXISTING ROOF r e 4 iii 4 C EXISTING BUILDING 4d 4 __ ROOF, 6' THICK Q 4 • I 4 • d 4 I 0 cG p EXISTING BUILDING ....,,�� ,d, WALL BELOW, 8` THICK O r— N a co r/ ■ c , Iu c4 R. E' 0 pi SECTION B -B ■ w �! ■ 0 o ■ C■2.4x 1' GRATING (MC NICHOLS GW100A OR EQUAL) ON _ CABINET ABOVE AREA NOT OCCUPIED ANCHORED TO W6 BY EQUIPMENT CABINETS AT 4 CORNERS CABINET MOUNTING BOLTS (3/0' 1 /2"e) SUPPUED TOP OF GRATE 13 I BY CABINET MFG. �aaa =��aa•�= 1••••■•■•••■■•■ X16 MN j 5 /8"0 A325 PRINTED DATE: 06 -02 -03 HD 1 _ BOLTS (3 S T ¢ ) DRAWN BY: �� �� CHECKED BY : VD /HM W6x15 STRUCTURAL DETAILS q EXISTING ROOF 4 ° 4 4 c A3K0023 -A 4 1 ° 1/2" THICK a EXISTING BUILDING a 4 RAMADA INN RUBBER MAT ROOF. 6" THICK 4 ° a ^ 1502 TEXAS AVE COLLEGE STATION, TX 77840 q_ W BEAM, WALL S • 1 •..o I1 /�. �6� This Document is Confidential and the property of Purcell Systems ,,` and is protected under Mutual Non - Disclosure Agreement between .' S Purcell Systems, Inc and VoiccStream Wireless executed on 4/11/2002. • sZ p,46F /v RAC774831 Specifications Physical Overall Exterior Dimensions 7T'H X 48"W X 31"D Internal Dimensions 68 "H X 30 "W X 3rD- Equipment Compartment 68 "H X 18"W X 31"D -Side Compartment 9"H X 48"W X 31 "D -Top Compartment Weight (Approx. in Lbs.) 200 (Cabinet only) 350 (DC Plant [300ADC capacity]) 100 (Air Conditioner) 470 (1 String of 155Ahr batteries [48V]) Construction Material 0.125" thick aluminum (light - weight, contusion- resistant) Powder Coat Paint UL Patton (Cod Gray) TGIC Polyester Insulation Foil backed insulation on interior surfaces Door (Front & Side doors, Rear Hatch removable) Latches Three -point latched, *Nokia® -keyed entry, with door alarms Gasket ASTM and UL rated for outdoor use Equipment/Battery Mounting EIA Std 23" Rack Rails 22U (38.5 ") of rack space (6U open w/ 300A —48VDC Power /Dist Plant installed) Zone4 Compliant Battery Shelves Accommodates 2 strings of 155Ahr VRLA batteries (-29" H) Pre- crimpe.I & routed battery cable assemblies available Environmental Air Conditioner with Heater Typical 4,000 Btu/Hr and 350W heater Standard Features • AC Power Receptacle Box 4- Outlet gangbox for receptacles (GFI available) Cable -entry Ports Top Compartment aligns precisely to *Nokia® Ultrasitcm for Power and RF cable routing Power /Data Knockouts Various for power /gnding & data routing with liquid -tight seals Integrated Grounding Construction UL- approved bonding hardware and easily accessible mounting points for "single- point" grounding Agency Listing NEMA 4 (Equipment area), UL Compliant cabinet NEMA 3R (Top & Side Compartments) Warranty Limited 5 Year • , SYSTEMS 22924 East Appleway Avenue Liberty Lake, WA 99206 •Nokia® and * *UltrasiteTM are the property of Nokia®. These 509- 755 -0341 Fax 509- 755 -0345 names are used for reference purposes only and in no way is www.sales @purcellsystems.com Purcell claiming any endorsements or approvals from Nokia®. Document RAC774831 04/20/02 s P , S oF/0 Sections B -F refer to the following Cabinet Mounting Diagram: (NOTE: This view is looking up from the pad) t Cabinet Front /0:Ar 30.5" 24.4" z.E" .. f 452" AC Service Conduit 0 0 Stub -up Area • Lft Side Telco backboard N • I I 22.7" Rt Side 15. S ide Equipment ( 31" (Faces BTS1) • Compartment Compartment O 3347" 3.79,. \ \ \ BBottom 1tF -cable � ---- 4x314" Dia. Mounting Holes I I Access Cabinet Rear Figure 1: Cabinet Bottom Template with Side Compartment (on left) for AC Distribution, Air Conditioner, and Telco Demarcation Mounting. (This footprint does not include front & rear door H25" swing -out] & personnel clearances) B. Providing Cabinet Support Structure: 1. A supporting structure (concrete pad or metal grating [for roof - tops]) with a loading capacity of 2501bs. /ft should be installed to support the cabinet and fully loaded interior equipment (battery strings, DC Power Plant, air conditioner, etc.). WARNING: Failure to provision a sufficient supporting structure for the A cabinet will result in cabinet deformation ard potential damage to internal equipment. C. Installing Cabinet Mounting Bolts: 1. Cabinet mounting bolts should be installed in the pattern designated in Figure 1. Dimensions in BOLD RED text relate to locating these mounting locations (from the front right corner). Purcell Systems, Inc. Document 201 - 000006 -00 Latest Revision 4/11/2002 Page 3 of 7 Site Preparation for RAC774831 Power Access Cabinet PRELIMINARY / CONFIDENTIAL �► MAX ENGINEERING LLC Design Sheet 6 of / •.. .► ►� Client 1 ,4 Q /s, C X Job No. 8 Z D ate S723/ ° Site Name/# X'AMA i 7A =N ^! 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' / Date 6/7 �6 i ► Site Name!# RAMA(A /A 3 K O D 2 3a Computed By Do- ►. -411 i� Structure Reference ICs GkLL §g5ts S 14/ lafi 10 # r Y / CSP-= A! 4e" 0, , c GSA -(,C_ HC. vii ; (4 x a? ) ( S.- X p,1 G, i fAr e 44. / p L f 0 i le L - t LL Z'— $ , , r t e , , , ( A f c Y ' W rb7H ( 21'4; 3 J V j , 4 - 1 4 4 / p.sC 4 x ( 4 o + ( > /2,67 / cP, ? f6i ( 2— I«P peS a '.1 (LL-1- DL) 2- / ? 3 = �? /di e` , / C AreNt ,T7 7 C� (t1 _6Z) x �`�� //gr 4 ' too ` Kt* S her $ S@ 4 0,C =� 6 ' ? I N 0,0 a i -Ili CA�jc}c,T�' =l cPr /, Lz _ / o7 > 8 ,?7 icy4 at(C 41. MAX ENGINEERING LLC Design Sheet ( of 8 •► .► .. ,s p js Client ' D /.i r Le. Job No. 8 Z / 4 / Date 6 (V° 41117 Site Name/# RAMADA I-N n1 l A 3 K O D 2 3,Q Computed By Structure Reference 4 A 14T BAs 04 Ara N- A - 7 ,4A-ME .-tG % r . r f !� / `t _�n1 7f/C e - /-IU /S1uc /C .WAIL •,&(Q-1 -s . Guilt D tm D OtJ E/c t-/ , T+u i A — Totje – zzz— —I?? Zeme-o s G� %rTy T�( 4 Es 16 r7 = 7 o fie f /5 r /41(C A " F C. 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S3, .s OTM - 53.5 kip -ft / Eili4476 7 - MAL S4tJ'R /,S 3.3 S,a Regards, Ron Beyer Components Sales Manager - Salem 503 - 589 -6673 direct 503 -551 -4266 mobile 888 - 698 -9555 fax ronb @valmont.com Original Message From: Hak -F -Ma [mailto:hak @maxengr.com) Sent: Thursday, June 05, 2003 9:02 AM To: Foster Amy Subject:�92102 Hi, Amy I am reading the catalog (2002), on page 14.6, there is a frame (part # 92102) that can hold 8' antenna at 100 mph wind. My question is what is the corresponding (max) shear force, compression and tension on each leg. Also I want to know the leg plate size and bolt holes size and distance form the center of the plate before I can specify it. Please reply ASAP. Thanks Sincerely, Hak Original Message From: Foster, Amy [mailto:AmyF @Valmont.com) Sent: Wednesday, June 04, 2003 11:42 AM To: 'hak @maxengr.com' Subject: 31 -92110 Hak, Attached you will find the PDF for part number 92110. Hope this helps you out Amy Foster Component Sales Associate Valmont Communications 888- 880 -9191 ext. 6641 1 �► MAX ENGINEERING LLC • f f Design Sheet 3 of 3 • .► •• • j Client ( , LC Job No. 8i / Date err/ Site Name/ft RAMA DA r:i t :c4 3 K002- 3A Computed By 0114 Structure Reference / 1 T CA7Ato (lac) ,' /k -6) /4t7T 92--1c ?. / S 6 &S i& Fort. /o o ,4,6,4/ (F/v/c -T ) )41_'4 ve Ro C SueIR /21./3 /1 4 ^ 7 0 M?` 7 /Ui ) u' G W L� T 01 .9 7- 0 4 " ' /o (, /err VA 1 c A-dr Al r /o Ka-` ( ) 2 � 3 7 -- D � S � 6 ° y = � / -77 /' 2 l 3 ?) 8 = i• ; /coo'` - / x /, 1-01 _/ /6 iz 6 ; 61 - : k G - /, I 6�� l am , k ( 1 s t ) / . ?Cgs- ` o , 8 Kre, k t-(06 /1(01 6 6 - x 049 c .-. 0, (pi .4— i P s= Nut (4 @ (- Miff ; N o G - 26,8) Q _ • 6 .._tf 4# T Nrz. f, 8 (Triter c x 4 /3( # '—` eITT.f �c 6 ` / b (nf iN A o isj nr (� )74-€ ) _ ' ANTENNA SUPPORT STRUCTURES `T ROOFTOP FRAMES ,�oN: 77J' C'oM,oti &J7 '0 2 C/J�L0G r ' � , , TRISECTOR ROOFTOP FRAME THREE - LEG TRISECTOR ROOFTOP FRAME _ WITH CLIMBING. LADDER & PLATFORM FOR ANCHORED INSTALLATION The Tri- Sector Rooftop Frame enables installation of up to twelve panel antennas for three sectors on one rooftop. three- Three -Leg Tri - Sector Rooftop Frame provides mounting leg structure. The Frances are secured to the roof using sepa- locations for up to twelve 2 <" OD mounting pipes. The rately ordered Anchor 13olt Kits. below. Frame is designed to support up to forty -eight T diameter ,- Antenna separation with four antennas per sector is 4'. with shielded antennas. Design loading, per TIA/EIA222F, is for iF'%� ',11,.„11 an outside - antenna separation of 12'. When mounting three 100 mph basic wind speed, 1 /2" radial ice and a roof elevation 7 . -0 antennas per sector, an alternate center- antenna location pro- of 100' above grade line. : 914;.t - `' vides for a 6' antenna separation. y The Frame is secured to the root using separately ordered Wireless panel antennas mount to the Frames on separately Anchor Bolt Kits (page 14.9). An inside climbing ladder and :,. ordered 2'/K" OD Antenna - Mounting Pipes (page 8.1). Pipe a platform with an access hatch is included. °w >; ; lengths are selected to match the antenna length and the � � Antennas mount to the frame on separately ordered ..-1`.;.`''-'. required mounting height above the roof. _ — . 27." OD Antenna - Mounting -Pipes (page 8.1). Pipe lengths :.,i Tri- Sector Rooftop Frames are designed to support twelve I' are determined by the number and size of antennas per '.: `: ; , , wide by 8' tall panel antennas. Design loading. per TIA/EIA mount. 222 -F, is for 100 mph basic wind speed, '/" of radial ice and , r R' ` a roof elevation of 100' above grade line. — ' h 1111 r; : :.,._._, ....... .. _, . ' i Ilizi ,,,, -.., .,...,, ,„„„ipe 70-- , ,, • , , ,..,..-,..,-,;::::;,77.- g . Frame I 1 , 1 . .+� Height ,. 13' anchor bolt center-to-center I ,.. Jot ' , ---- . -:,- ,-.41... .:, ., , t .. . I Product List ' , ' +=, ;. - ' ' Number Description Price '`� --,a ':1' 92101 __ 5' High 5830.00 0 92102 l0' High /4Th.-- 97 51,120.00 13' anchor bolt 92103 15' High 51,680.00 center -lo- center 92104 20' High $2,225.00 Product List Product List Number Description Price 4 Number Description Price B2411 15' High Tp- Sector Frame w/ ladder __ $3 600.00 92107 Anchor bolt Kit 7/8" x 1' -6" Threaded Rod $115.00 B2412 20' High Tri- Sector Frame w/ ladder $4,150.00 1- 888 -880 -9191 1 3575 25TH STREET. SE SALEM; OREGON 97302;1123; USA :1; www :vatmont.ctim va mont MAX ENGINEERING LLC .4 Design Sheet S of g .► ► • � Client Mdo& 8Z / 6 1- 1 1a Job No. Date Site Name/# 1 'AMAAA -1 A 3koo22 A Computed By �► Structure Reference 7° emu ` AA7 ;F C (Ta ) n-tif. � .� � / i� /,e ms ) It or r ` x "'. 3, 4- /--/( (v. ) Ca i.11C-ft w477 << 1 yco,41r6) ) ‘\)7 d7f'AME 0JjokovN t, - '72-0 a _ O, / k 3 Z tEfi 09A —0, I N a , (61 k UP ��� r r (e6 K f. 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B 1 / X \ / X \ / X \ 1 1 1 NOTE 1 10' -0" 1 l\ 1_ L.. _ � s. 1 1 A A W6x1s I t___ i I 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED ��III C BY EQUIPMENT CABINETS 1111 HMI r-"" q .IIIIIIIIIINIIII +w C6 X O i Z A11011111111111111111:11111 ... ..., L. . . . 1 C . 4 I O d EXISTING BUILDING I WALL BELOT / EXISTING BUILDING /- ROOF • PLAN VIEW 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON AREA NOT OCCUPIED BY EQUIPMENT CABINETS TOP OF GRATE 13" ow ■ am am C6 1 3/6"0 A325 BOLTS v EXISTING ROOF d " r -. a d • 4 • d 1/2" THICK a EXISTING BUILDING d 4 RUBBER MAT ROOF, 6" THICK d 1 d G ' • • . Q SECTION C -C EQUIPMENT STEEL PLATFORM ns=Teu e SECT ION A - . f zr. °i f° MAX ENGINEERING, LLC 8000 FREEWAY, 410 Houston, Texas 77074 74 Phone (713) 776 -0829 1" GRATING (MC NICHOLS Fax (713) 776 - 9589 GW100A OR EQUAL) ON_ CABINET ABOVE AREA NOT OCCUPIED BY EQUIPMENT CABINETS ANCHORED TO W6 AT 4 CORNERS REV DATE DESCRIPTION C W BEAM, A 06/02/03 REVIEW WALL A CABINET MOUNTING BOLTS ' A TOP OF GRATE 13" B CABINET 1 1 1 1 1 1 1 i RF ENGINEER 5/8"0 A325 W6x15 ZONING / !EASING BOLTS (4 2 rs ) .f I CONSTRUCTION ENGINEER i I OPERATIONS 1 11 W6x15 FIX NET 7 THICK RUBBER MAT p EXISTING R OOF I 0 u IP 4 EXISTING BUILDING 44 Q I~`� ROOF, 6" THICK 4 4. d E XIS11NG BUILDING 1 0 co a 0 WALL BELOW, 8" THICK O� • CD 0 N cCI 03 is: Od A� 1111 P a i SECTION B -B 41 w rl �! ® �.- 0 0 ® cat x 1" GRATING (MC NICHOLS GW100A OR EQUAL) ON _ CABINET AREA NOT OCCUPIED ABOVE BY EQUIPMENT CABINETS ANCHORED TO W6 AT 4 CORNERS CABINET MOUNTING BOLTS (3/8' —1 /2"0) SUPPLIED TOP OF GRATE 13" I BY CABINET MFG. on iii ,� ioi. I a ti 5 /8"0 A325 / PRINTED DATE 06 -02 -03 I I BOLTS ( 4 t3o(�s) L 0 DRAWN BY: HD i ? 14 -an, CHECKED BY : VD /HM W6x15 STRUCTURAL DETAILS p EXISTING ROOF a a 4 v a A3K0023 -A 41 4 4 • 1/2" THICK a EXISTING BUILDING G • 4 RUBBER MAT ROOF, 6" THICK RAMADA INN 4 a <4 a a • + 1502 TEXAS AVE. COLLEGE STATION, TX 77840 Q W BEAM. WALL S • 1 SCALE. NTS 1 1 • • t i® This Document is Confidential and the property of Purcell Systems i%+ and is protected under Mutual Non - Disclosure Agreement between ._ SYSTEMS Purcell Systems, Inc and VoiccStream Wireless executed on 4/11/2002. il RAC774831 Specifications Physical . Overall Exterior Dimensions 77 "H X 48"W X 31 "D Internal Dimensions 68 "H X 30 "W X 31"D- Equipment Compartment 68 "H X 18"W X 31"D -Side Compartment 9 11 X 48"W X 31"D -Top Compartment Weight (Approx. in Lbs.) 200 (Cabinet only) 350 (DC Plant [300ADC capacity]) 100 (Air Conditioner) 470 (1 String of I55Ahr batteries [48VJ) Construction Material 0.125" thick aluminum (light - weight, corrosion- resistant) Powder Coat Paint UL Panane (Cod Gray) TG!C Polyester Insulation Foil backed insulation on interior surfaces Door (Front & Side doors, Rear Hatch removable) Latches Three -point latched, 'Nokia® -keyed entry, with door alarms Gasket ASTM and UL rated for outdoor use Equipment/Battery Mounting EIA Std 23" Rack Rails 22U (38.5 ") of rack space (6U open w/ 300A — 48VDC Power/Dist Plant installed) Zone4 Compliant Battery Shelves Accommodates 2 strings of 155Ahr VRLA batteries ( -29" H) Precrimpe4 & routed battery cable assemblies available Environmental Air Conditioner with Heater Typical 4,000 Btu/Hr and 350W heater Standard Features AC Power Receptacle Box 4- Outlet gangbox for receptacles (GFI available) Cable -entry Ports Top Compartment aligns precisely to *Nokia® UltrasiteTM for Power and RF cable routing Power /Data Knockouts Various for power /gnding & data routing with liquid -tight seals Integrated Grounding Construction UL- approved bonding hardware and easily accessible mounting points for "single- point" grounding Agency Listing NEMA 4 (Equipment arca), UL Compliant cabinet NEMA 3R (Top & Side Compartments) Warranty Limited 5 Year � �'5 /' S -STEMS 22924 East Appleway Avenue Liberty Lake, WA 99206 'Nokia® and ••UltrasiteTM are the property of Nokia®. These 509- 755 -0341 Fax 509- 755 -0345 names are used for reference purposes only and in no way is www.sales@purcellsystems.com Purcell claiming any endorsements or approvals from Nokia ®. Document RAC774831 04/20/02 S /o Sections B -F refer to the following Cabinet Mounting Diagram: (NOTE: This view is Iooking up from the pad) f Cabinet Front Viµ 4 48" a 30.5" --- z pi A 24.4" IV ,1----I, t9 .. _ I ( — 452^ AC Service Conduit 0 o Stub -up Arca e Lft Side Telco backboard . • . N I 22. 7" Rt Side 15" Side Equipment 31 (Faces BTS1) `- Compartment Compartment ■ [ ♦' . _ O 3.347" = ._ 3. 79„ ' Bottom Rf -cable x.3/4" Dia. Mounting Holes ♦ Access Cabinet Rear Figure 1: Cabinet Bottom Template with Side Compartment (on left) for AC Distribution, Air Conditioner, and Telco Demarcation Mounting. (This footprint does not include front & rear door 1-25" swing -out] & personnel clearances) B. Providing Cabinet Support Structure: 1. A supporting structure (concrete pad or metal grating [for roof - tops]) with a loading capacity of 250 lbs. /ft should be installed to support the cabinet and fully loaded interior equipment (battery strings, DC Power Plant, air conditioner, etc.). WARNING: Failure to provision a sufficient supporting structure for the cabinet will result in cabinet deformation and potential damage to internal equipment. C. Installing Cabinet Mounting Bolts: 1. Cabinet mounting bolts should be installed in the pattern designated in Figure 1. Dimensions in BOLD RED text relate to locating these mounting locations (from the front right comer). . Purcell Systems, Inc. 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Design Sheet 1 of ' G' 6 0 <► Client 41 011' LC Job No. 8 � 1 Date �� :► Site Name/# RAMArlAt �N ^t / A 3 K on 2 3A Computed By 10. �• Structure Reference 56.17,46- /( "os = .1;Th C' x a_1< / redm Vie AA e (47 2/F'A.G.li 1 S ///E / �J'0,QAly (JAL ( 8 l /rck) IS , Lfcvc��; 73 4 Lo4D — l'EA2/ /JG GJACk_,. • #S VE><jicAL /PE 1 Q. 4-c9 1% 0, c. GJ,'7 1 eF(.L / - e-fl GJI7 icR f e /JALC.< 1a S7" A63-5/K... C/c_,i err aR,GiA,AL. 4 hi 6. I urZ Jetf,oa e -C A..LJ (� -�s DID �6% SHo�,S VEI9 A L. /i ei & . 7 l CReM E IT r s A-S s vM �!a Tl-7) ` )J 1/F12: - gee & ,D a F t A/ t 56.9- f c- f�,ee--,i S- FetrbP o Rcro f - • .46N 4E1* -1 &t AT 7)1E 77 cff 7 E LuA /A-()' . u CA -8 /A, cz/S � 7j a2/" 1 ( cLvn F LYE- LOAas a rJ p(A7-p4(c. 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Site Name/# RAMA DA IN / A 3 K 00 2 . 3a Computed By t► Structure Reference �► 3 74k1,4� LoAo y'a n, 2 0 Al / A tsup,G � = /0 o / exc , (4i t ) D, L k /O a o s ( )d' '_`- / A (/)Ol -i rr.l A L) /(' LONG 4 ocJ< Z .»7 11 No/i' ( �E UIJ'T 61.; 3 x i7 Z � 2 /z.- X 7, 2 /ti soL n cA 1 I Li 7. 2. k f Gas 1 .4 'L Gr oss A 6as' l . b /i9hu2 »> /, 3 g fc-/ v, <<, /12 A-Sa Nra-&.Y WALL ,e� ,u .I '� , rz ADC- u ATE Tt, ua RI" 4pArT1 L&At) B vE '7a cli(4C -�T /CAT • Ai 01,f? N G ;;) _t ..... i ' . 1 /2.' 1 (I) HORIZ.BRIDclING - 6 TOP 4. BOTTOM --/ ..4 --? f• 4 1--9=-S . i S ECT I 0 N /1/ 44 ...k. rr I . . k i i i 1 I . ,_;.. ri i..t..m. u w / Co v.,1 c • I . LI g tt ,--, I-- . _ I F-1 . i_... ._%1 0 4 @ 4c, "<- rras.tsED siit,/, 11 - • 1 , /(s I _ /___ IYE.s. i. (,,,:, L L 0 prf P(21 ( Arr „.. , . I \ _ 2 s e_coNT..) 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A = 6 F/ r = Z(.Fz x b /6 / F.NS� Hak -F -Ma From: Beyer, Ron J [RonB @ Valmont.com] CAl-C - ts, Sent: Thursday, June 05, 2003 7:06 PM I " ( C -T (Duc --ru = 4 2_ To: 'HAK @MAXENGR.COM' _ Cc: Foster, Amy ` et z? r Subject: RE:92102 TawER/ p,. W ( luduaE MauuT,.+(rs e /44T Here are the reactions you requested: (i o t pH 'FM hs',i4 _ 2 ary ioo' Ro,� F{?AM � _ ��L, iii � � Z f� Uplift /leg - 4.24 kips VA1ho. -T cATr. o c Download /leg - 5.26 kips Shear /leg - 3.39 kips 4.2sx (1! OTM - 53.5 kip -ft EtriMajc R14i_ Su A( -� /, ix 3,37 ^_,. Sr(' `/ �c Regards, Ron Beyer Components Sales Manager - Salem 503- 589 -6673 direct 503 -551 -4266 mobile 888 - 698 -9555 fax ronb @valmont.com Original Message From: Hak -F -Ma (mailto:hak @maxengr.com] Sent: Thursday, June 05, 2003 9:02 AM To: Foster Amy - Subject: !92102 Hi, Amy I am reading the catalog (2002), on page 14.6, there is a frame (part # 92102) that can hold 8' antenna at 100 mph wind. My question is what is the corresponding (max) shear force, compression and tension on each leg. Also I want to know the leg plate size and bolt holes size and distance form the center of the plate before I can specify it. Please reply ASAP. Thanks Sincerely, Hak Original Message From: Foster, Amy (mailto:AmyF@Valmont.com] Sent: Wednesday, June 04, 2003 11:42 AM To: 'hak @maxengr.com' Subject: 31 -92110 Hak, Attached you will find the PDF for part number 92110. Hope this helps you out! Amy Foster Component Sales Associate Valmont Communications 888- 880 -9191 ext. 6641 1 41. $'4 MAX ENGINEERING LLC f ef Design Sheet 3 of g ., .. 411. Client mpg, 8L Glr� �► LC Job No. Date AP Site Name/# RAMA DA r r 1 : / A 3 k O o 2 3A Computed By � -410- Structure Reference �' - Fax V lop I CA ( 002 ,/k -6) t r�*r?T ' ?2-to Is /Je-S -) 7`arc / o ,c,F/vc/ (Frodie,T 4 74edire / (rt /ra - Tti C SueIR T 8636 , , AT ) o Mpk ,, J ( r c . /06' /Er; V.4 j dp Awn Al /0 4_ ( X 3 3 J 4 3 7r / �� = 4,GSf y _ //S 2? 3�) e' :? =/. ; /C /o +� Gib _ / ?,11- »» /, /1)1 /.6 /fir Kt, / /L ; Gam= / 16 k / f648r lr x Cyst, / ? Gds pp. 0.8Y- 7 /e6 k & /o6 l I (ot6 Ur acs +,P ) l cr NT.= x 0„p k) - a, <F / L 3 ^ ' x rr �-!) 4 /f eWJ A 0 Fr (63.);Na717--- ANTENNA SUPPORT STRUCTURES �� ROOFTOP FRAMES 7 ,-0 4.6.; :::."; ..-) t { oM : I 4t C iti ONE -s. >7 ' o 2 C r el TRISECTOR ROOFTOP FRAME THREE-LEG TRISECTOR ROOFTOP FRAME tilE WITH CLIMBING LADDER &.PLATFORM ' FOR ANCHORED INSTALLATION The Tri- Sector Rooftop France enables installation of up to twelve panel antennas for three sectors on one rooftop. three- Three -Leg Tri- Sector Rooftop Frame provides mounting leg structure. The Frames are secured to the roof using sepa- locations for up to twelve 2'1," OD mounting pipes. The ratcly ordered Anchor 13o11 Kits. below. Frame is designed to support up to forty -eight 2' diameter r 1 , 1t. Antenna separation with four antennas per sector is 4'. with shielded antennas. Design loading, per TIA/EIA222F, is for 1 an outside- antenna separation of 12'. When mounting three 100 mph basic wind speed. '12" radial ice and a roof elevation :- .." antennas per sector. an alternate center- antenna location pro- of 100' above grade line. :9 vides for a 6' antenna separation. ; r. The Frame is secured to the roof using separately ordered - r T • Wireless panel antennas mount to the Frames on separately Anchor Bolt Kits (page 14.9). An inside climbing ladder and ..) i .'' ordered 2 OD Antenna - Mounting Pipes (page 8.1 ). Pipe a platform with an access hatch is included. t ;��, �� ":� t t. ' _ , lengths are selected to match the antenna length and the Antennas mount to the frame on separately ordered ;; required mounting height above the roof. 27." OD Antenna - Mounting -Pipes (page 8.1). Pipe lengths ''- d =T• Tri- Sector Rooftop Frames are designed to support twelve 1' are determined by the number and size of antennas per .':: i :' wide by 8' tall panel antennas. Design loading. per TIA/EIA mount. r. 222 -F, is for 100 mph basic wind speed, 1/2" of radial ice and IL r a roof elevation of 100' above grade line. n - _ I: 1 „r �� ,,(( fi , . h,„ • k '` ' ' I l '�NM'ir L i l _ ' . , , , .: " . • , ... \ ..'' ..?,`,\\\ - -. .,' ' --' - - ' - ,.ii iiiie f ' '.11411 111- 1 !- -: 1. Frame ' ' -', 111111 ti' . Height ,+ - , 13' anchor bolt I ,�. . center-to-center g,-Z,..,,, F Product Lis x' s Number Description Price "' �!'• r ' . ' ' ' 92101 5' Hi h $830.00 92102 10 High a7 - q 2 4 . $1.120.00 13' anchor bolt 92103 15' Ht_h $1,680_00 center -to- center 92104 20 Hi h $2,2i5.00 Product List Product List Number Description Price Number Description Price 4 B2411 15' Hirt1 Tri- Sector Frame w/ ladder _ _ _ $3,600.00 92107 Anchor bolt Kit 7/8" x 1' -6" Threaded Rod $115.00 B2412 20' High Tri- Sector Frame w/ ladder 54.150.00 1-888 880 -9191 1 ;3575 25TH. STREET SE SALEM, . OREGON 97302 1123; USA 1 • www.valmont.com vaI�O�t MAX ENGINEERING LLC . 4. 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MAX ENGINEERING LLC sc ei_ Design Sheet ? of 8 .. p j Client Mpg/ L� - Job No. D ate . ► 82- G /6(0 3 �► Site Name/# RAMADA -7-7,4 , - 1 /A 3 Koo 23A Computed By -4► Structure 7 IIJA 4 fiPAAAG Reference e t 1 2 1_ 8 •, ....12.--, 4, . — 1 _ — _ b.�8x'4o ►— — — — it L (3C- r�,Ct.1 �tAN GC \ - - S \ 1 �13� �12 8 61E0 T c `, c,B \ s i i i . t � , Z . • USE VALMONT f'A2T 9 L o 2 \ i Afs rks H - _1 i \ ; - : \ - 1 rJ X 3 USE f'i�BSER \\ -- I MAC- eENEA H WEX•0 W8X4.O 7 / t 2 /Y0 Ruff ' MA 4 �~ ON T41S SrbE • ( P( V1t,,i) NoIL- ; C-U ek w'i 4 VALIA0Nj pAkT 4# • Li o 2 EGLI f{oLE LocAlo Bc-�o2E FA Cie_tcATa o f -AMC— _ 1 0 MAX ENGINEERING LLC Design Sheet B of a ° Client / /� 10 /� Job No. 8 Z / Date cilia 3 -41► Site Name/# RAMA(Y N' l A 3k 00 23A Computed By Structure Reference W Sx L 3Y2)JX x Y8 v - -- - —. –,�� i 2 - TT r ` )__ AN) r*I � ' '� Laic u�s4 NAT` airs ) „/ ficrar sr-qt.rsi - A • �► MAX ENGINEERING LLC Design Sheet ( of ( ,i• .► j Client / Job No. ' D ate �'! ��0 ► Site Name!# iPAMAAA . It•I / A.? koo22 A Computed By ► Structure Reference S �o�1 CLuS• o ►.t v — I T ` P/()n e D T- /f4CY. ,C CAE/ '4 t-7S ce CSC telf-1/4&IT � fi �M /hut QC Dr2ecT i o C Afu ,a_ock odALL /?c 6;∎s 4 SGE /11 E OwG ler FirIDetJ 0 7 �c�:T;�r cs 4 tz c -(_ � U °ra 4 ECc-cTh A • L CA tf , ,ST ARE , x` l CAef-,C -!. 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(This fee is payable if construction of a public waterline, sewerline, sidewalk, street or drainage facilities is involved.) x Eleven (11) copies of site plan that meet requirements for WTF's as described in Section 6.3.Q of the Unified Development Ordinance and includes requirements for site plan proposals as listed on the attached sheet. This site plan will go to City Staff for review. x Detailed explanation of proposed use including the location, type, and height of the proposed facility, anticipated traffic, number of employees, etc. Additional requirements listed on following page. i Date of Preapptication Conference: TYPE OF FACILITY O Transmission Tower height: ft. O Parabolic (dish) antenna diameter: m, O Omni- directional (whip) antenna diameter: in. height : ft. C' Directional (pane) antenna length:, Z.,. m. A NAME OF PROJECT . FISTNTX3423 - East College Station ADDRESS 1502 Texas Avenue, College Station, Texas 77840 LEGAL DESCRIPTION 3.956 acres, J.E. Scott League, A-50, Dart of Redmond Terrace Commercial Area, per Plat recorded in Volume 188, Page 295 of the Deed Records of Brazoria County. Texas. PROPERTY OWNERS INFORMATION: Name Bright Licht Corporation, dba Ramada Inn Street Address 1502 Texas Avenue City College Station State Texas Zip Code 77840 E-Mail Address NA Phone Number 979-693-9891 Fax Number 979-696-1334 ARCHITECT OR ENGINEER'S INFORMATION: Name Innovative Engineering Design, Inc. Street Address 18808. Dairy Ashford, Suite 425 City Houston State Texas Zip Code 77077 E-Mail Address Phone Number 832-327-0701 Fax Number 832-327-0706 OTHER CONTACTS (Please specify type of contact, Le. project manager, potential buyer, local contact, etc.) Name L. Ford Clark Street Address 17314 SH 249, Suite 230 City Houston State Texas Zip Code 77064 E-Mail Address ford.clark(Ifordclarkinc,cm Phone Number 281-807-1441 Fax Number 281-807-4188 PRESENT USE OF PROPERTY Ramada Inn CURRENT ZONING OF PROPERTY C-1 I verify that all of the information contained in this application is true and correct. i ,/ 3 o 3 Signatu e of wner, Agent or Applicant Date Ramada WTF Application - City of College Station.doc 10/12/2003 2 of 3 Applications for Administrative Approval of WTffs must include: x An inventory of the applicant's existing and future towers that area wither within the City, the City's ETJ, or within at least 1 mile of the City's boundary where the ETJ does not extend that far, as outlined in 6.3.0.8.b Application Procedures. The owner must have on file with the City a master list of all existing tower structures owned or controlled by the owner. x The linear separation distance from other transmission towers within a one-mile radius of the proposed tower site The linear separation distance form all residentially-zoned properties, residential structures and applicable thoroughfares as outlined in Section 6.3.0.4.b, Proximity to Major Thoroughfares, within 500 feet of the proposed tower, x A visual impact analysis, presented either as color photo simulations, showing the proposed site of the WTF, as outlined in Section 6.3.Q.8.e Application Procedures. NA Affidavit confirming compliance with FAA regulations, FCC regulations and regulations of any other agency of the Federal Government with the authority to regulate telecommunication facilities. x Grid Plan (propagation map) of the service area for existing and future structures for a period of not less than 5 years. The submission should include a map showing the "search ring" that was required for siting the proposed facility. NA A letter addressed to the City declaring an intent and willingness to construct a proposed tower that would allow additional service providers to locate on the tower. Documentation of need and alternatives according to Section 6.3.0.10 Documentation of Need and Alternatives. Ramada WTF Application - City of College Station.doc 10/12/2003 3 0f3 r 6;t0g0a2- teet) A3K0023 -A EXHIBIT "A" All that certain tract or parcel of land lying and being situated in Brazos C ounty, Texas, and being 3.956 acres in the J. E. SCOTT LEAGUE, ABSTRACT '13. 50, College Station, - Brazos County, Texas, and being part of tne Redmond Terrace Commercial Area as shown on the plat of Redmond Terrace, First Installment, recorded iii Volume 188, Page 295 of the Deed Records of Brazos County, Texas, and being more particularly described by metes and bounds as follows: BEGINNIN, at a 1/2" iron rod found in the southwest right of way line of Texas Avenue located N 45 degrees 00'00" W for a distance of 10.00 feet from a point marking the intersection of said right of way line and the northwest line of Block 3, of said Redmond Terrace, First Installment; THENCE S 45 degrees 08'03" W for a distance of 100.16 feet to a 1/2" iron rod found; 1 .?CE S 44 degrees 59'07" E for a distance of 9.99 feet to a 1/2" iron rod found marking the west corner of Lot 11, Block 3, of said installment; THENCE S 45 degrees 09'22" W for a distance of 125.02 feet to a drill hole found; THENCE alone, the northeast lines of said Block 3, as follows: > 34 degrees 48'00" W for a distance of 605.40 feet to an angle point; N 45 degrees 20'00" W for a distance of 38.07 feet to a point in the southeast right of way line of John Milliff Road (50' R.O.W.); :HENCE N 44 aegrees 52'53" E: along said right of way for a distance of 280.51 feet to a 3/8 iron rod found marking the west corner of Block 7, ac cord ing vo tne plat recorded in Volume 345, Page 711 of the Deed Brazos County, Texas; THENCE along the southwest and southeast lines of said Block 7 for the following calls: J 44 degrees 56'51" E for a distance of 199.97 feet to a drill hole found; 4 44 degrees ' " de - rod found in the said right of way line of 150.15 feet e o a 5/8" iron y Texas Avenue; THENCE S 15 degrees 00'031 E along said right of way line for a distance of 399.31,feet to the POINT OF BEGINNING, containing 3.956 wr.roc „r land, Tore or less. lCf..,...++.,.. dlfax .ri ,, ; y.. ..ter .. � • 6: ,,'r t. t. i CS C 2 Y�' 1 -,--4i 14 ..-4 To lb , . y . , ' :::::-'" * i 1 "4: ' ° =a ..... - - ,, co 1 7 1 ;11,17S , 1 .,, , tI ti a s 74, -411t) NO, ' i .:g 1%. 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'rlt, "„ „....44 'c„ „a' ,., ,,.,.. a p re il te f>a n ui .... ,,,� 2. . # 0 i I 1 T 9 - 1 // , a , / # 4 to 4 a $ a- 4 , 'r , : 1 ` `- tom , + , 1 ` ' y , , %.,,i Vo v. * 1 < .,*(4:11,,E;p4,),„ • : i n .,,,, it . , isp -4-<.:1,,,.,, ,__. , , _,, , - ,., ..., 0 ct -,_,,,_., ,*, .......s... . ,- ,.., , i,,,,, ,,,,,,,,...., , ,0 0 D co ‘,,,,:t,,,- ,..- -..tio.,',E , 1 111111' 4 I(IIII lil It III 'ii 1 �- l v JUN. 18.2003 12:34Pt 797643496 CC1 D p •UQ T SER NO.443 P. ebi i et 21 li,1 14• Jb p Frna 01/06 k(0 n ' 4 J lly ►Ll 13) H a l 3 414 Fad I FOR OFFICE USE ONLY ("N � C No, Q I S / f0- 19--0.1 • Pate Submitted s I S. CONDITIONAL USE PERMIT / SITE P N1 REVIEW 'APPLICATION Wireless Telecommunication Fncilitiea Minimum Raqulre i I $200.00 wile plan review fee (Includes 3 staff reviews) 1 I I' . i $200.00 development permit fee 1 3 it $300.00 application, praaessino, and notification fee. ' j I • Eleven (11) copies of site plan that meet requirements for VTF's as descri>)ed in sec. 8.20 of the zoning Ordinance and includes requirements for site plan prapo Is'ls listed on >lhe attached sheet. This site plan will go to city Staff for review, after which Eleven (11) les of the revised site plan will be required. 0 Detailed explanation of proposed use nduding the location, ! type, and height of the proposed facility, Anticipated traffic, number of employees, etc. - Major WTF's must include additional requirements listed aniollowing page. kl e,- Site Plan and Conditional Use Permlt (major WTFs) Site Plan only (Intermediate WTF's) • TYPE OF FACILITY 4 Transmission Tower hetoht . ft, Parabolic (dish) antenna diameter. I m. Omnidirectional (whip) antenna diameter: I in. hei .ht: ft. Directional (panel) antenna length: �+'r ! ! m. Other NAME OF PROJECT £ • 4wic,• s J.J. r 1 ADDRPSS 0 ' . e s :. _ . I A. 7 ■ • ! 1 LEGAL PESCR1PTION will this tower allow for collocation? El Yes INo If yes, for how many more antennas? LOCA_ T10K OF WTF /' ` Attached to existing transmission tower Attached to building or other structure: - -- i A+�. -- BUM on ground ! . Stealth : ! ADDI tr-r:ftrr /Drimanr rytroa `. }/1r fhA PMiP-/!fl! 1 06/17/2003 0 14 : �s i)�.UE:I.QPMENT SFR k N0. 131•3/732/ O 1'HER CONTACTS (Please specify type of contact, i.e. projectjmeriager, potential buyer, local contact, etc,) Name f t. D=Mail _ th s a "f � li • cr?r� Street Address At k• R .. GC ia. !I 4 City a�'"� .__ state 1. zip Code ?'i 0 1 4 Phone Number ...2.11-• 2-• `{ �� ? �1 Fax Dumber ' g,-d iko -.3 iticZ Present Use Of Property KC11.2 . C _ Current zoning Or Property �6 .241.4kGL i Distance to nearest residential zone / development 1 verify that all of the Information contained In this application is tru e'and correct. a1 1 ,1 Signature of a er, Agent or Applicant Date In addition applications for MAJOR WTP'S must include: ❑ A WTF Facility Plan drawing that identifies the location, height, and type of all existing applicant -owned wireless telecommunications foclIltlea in Brazos County Inolading the propos4d facility (show gaps in service, show need for tower at that location) ❑ A graphic showing; 1) distance to dearest residential Gone /development and,;2) the aeerch ring for a new tower (include a Ist of property owners contacted iri the seaiich ring). ❑ At least three collocation alternatives to the applicant's development proposap along with proof of a genuine effort in collocating on or attaching to an existing support structure OR evidence that demonstrates that no existing tower or support structure can accommodate the applicant's proposed WTF as described in Sec. 8.20 of the Zoning Ordinance. Include available locations, not only unavailable/ unsuitable sites. (� A visual impact analysis, presented either with drawings or photographs. Poor views or elevations shall be submitted looking toward the site (typically north, south, east and west), inc hdin0 site and the surrounding properties measured from the center point of the tower out to a distance equal to three times the height of the proposed tower. This drawing will depict a "skyline" view showing the entire height of the proposed tower end the structures, trees, or any other objects contributing to the skyline profile. The proposed tower, drawn to scale, should Pe included in the view. , ❑ Certification of compliance with FCC regulations and emission standards. Q Notification of an impending Environmental Assessment required by the National gnvironmentai Protection Agency (NEPA) and a copy when the assessment in completed. ❑ A letter addressed to the City declaring an Intent and willingness to construct! a prupused lower' that would allow at least 2 other service providers to locate there. 14402 200 JUN.18.2003 :12. COOS DEVELOPMENT ` 1 NO.443 P 4i733/0G 06r�.�r�G�J �4.�0 � 97643496 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application Is hereby made for the following development specific waterway alterations: I' ACKNOW4EDGMENTS: I, design engineer /owner, hereby acknowledge or affirm that The inronnation end conclusions contained In the above plans and supporting' documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 1! and its associated Drainage Policy and Design Standards. I . Property Owner(s) As a condition of approval of this permit application, I agree to.construct the improvements proposed In this application according to these documents and the requirements Of Chapter 1 of the College Station CRY Code. Contractor CERTIFICATJONS: 1• A. 1, , certify that any nonresldentlal structure on or Proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the le - -year stnrm, 'i Engineer Date B. I, certify that the finished floor elevation of the lowest floor, InoI 'ding any basement, of any residential structure , proposed as part of thle application Is at or above the base flood elevation established in the latest federal Insurance Administration Flood Hazard S>luciy arid maps, as amended. i Engineer hate 1 C. I, �, certify that the alterations or development covered by this permit shall not diminish the flood - carrying capacity of the waterway adjoining or crossing this per etted site and that such alterations or development are consistent with requirements of the Clty of College Station City Code, Chapter 13 concerning encroachments of floodways and of flaode/aye fringes. I. , Engineer Date - D. 1. — do certify that the proposed alterations do not Tales the level l if the 10o year flood above elevation established in the latest Federal Insurance Administration Flood hazard Study. Engineer Date l r Conditions Or comments as part of approval: in eceorranee with Chapter 13 of the Code of ordinances Mho City of College Station. measures y lhafl be taken to Insure that debris from construction, erosion and +alimentation shall not be deposited eft city streets or eelstlnq drat age facilities. Ali development shall be In a000rdence v the plane and specifications submitted too and approved by the City l neer for the above named papa, Al dais applicable coda arid ordinsrroee specifications City of College Station shell apply. 144442 - a of 5 6 /1 I 2003 1.4:. 35PI 7 1 7 97643496 COOS Al=VE1_ORMi JT SER I NO.443 pe.5 /7 SUBMIT APPLICATION AND THIS I LIST CHECKED OFF WITH 11 FOLDED i:OPIE! OP RITF P1 AN FOR REVIEW 40111.11 11“N WIRELESS TELECOMMUNIC4TION FACIILITIES SiTE PLAN PROPOSAL. MINIMUMIREQUIREMEN!'i'S (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO 3"1-1E FOLLOWING: Cl 1. Shoat size - 2 x 36 ". ❑ 2. Title block to include: a) Name, address, Iuc;rallan, and legal description b) Name, address, and telephone number of applicant c) Name, address, and telephone number of developer/owner d) Name, address, and telephone number of architectlengineer c) Dote of submittal !! f) Total site area ❑ 3. ownership and current zoning of parcel and all abutting:'parcels. ❑ 4. A key map (not necessarily to scale). ❑ 5, Scale should be largest standard engineering scale possible on sheet. �! ❑ 8. A north arrow. ❑ 7. Topography (2' max spot elevations), final grading plan; and other pertinent drainage Information. (If plan has too much information, show drainage on separate sheet.) I! ❑ 8. All existing streets, drives, buildings, and water courses,on or adjacent to the proposed project site. ❑ 0. Locate 100 yr. floodplaln on or adjacent to the proposed project site, note if there is none on the site. O 10. Location and size of existing utilities within or adjacent to the proposed project site. ❑ 11. Proposed location, type, and size of the following: a.) Buildings and structures ,I b.) Of Street parking areas with parking spaces drawn, tabulated, and aIlmensloned c.) Sidewalks d.) Common open space sites e.) Sites for solid waste containers h ❑ 12. Proposed streets, drives, and curb cuts. For each proposed curb cut (including driveways, streets, alleys, etc.) locate existing curb cuts on the same and , opposite side of the street to determine s eparation distances between existing and proposed curb cuts, Indic ite driveway threat lanpth as measured In the Driveway Ordinance. (Sae Ordinance 1961 for driveway location and design requirements.) ❑ 13. Landscape plan as required in Section 11 of the Zoning Ordinance (See Ordinance # 1638.) The landscaping plan can be shown on a separate sheet if too much inforimetion is on the original site plan. Attempt to reduce or eliminate plantings in easements. Include (information on the plan such as: a) exiating landscaping to remain b) required point calculations c) proposed new plantings with points earned ❑ 14. adjacent properties alb streets within 50 ft , and the nearest t ex trans structures m ssi re property or tower. 1 -Aug-02 4 of 0 zide4 0 i4 : �a 3S v 97643496 cues n LppENT R N0 PA P645/06 ❑ 15. ShuIman (SS to size and locate all structures, parking 'spaces, driv curb cuts, parking islands, and setbacks. ❑ 16. show all meter locations. Meters must be located in easements or R.U.W. (City will size meters.) The following must also be included for MAJOR WTF's: ❑ 17. A WTF Facility Plan drawing that identlflos the location, ,height, and tippe of ail existing applicant- owned wireless telecommunications facilities in Brazos: County Including the proposed facility (show gaps in service). ❑ 16, Three collocation alternatives to the applicant's development proposal illon with proof of a genuine effort in coiiocatinq on or attaching to an existing sypport!structure AR, evidence that demonstrates that no e'dsting tower or support structure can accommodate the applicant's proposed WTF as described in Sec, 820 of the Zoning Ordinance; ❑ 19. A visual Impact analysis as described in Section 8.20 of the Zoning Ordi ❑ 20. Certification of compliance with FCC regulations and emission standards. Q 21. A letter addressed to the City declaring an intent and willingness to corjsstruct a proposed tower that would allow at least 2 other service providers to locate there. in 22. Notification of en impending Environmental Assessmen4 required by the National Environmental Protection Agency (NEPA) and a copy when the assessment in completed. ' The following era standards that may be required for now wireiess tslecortu nunioatien facilities: ❑ 1, Transmission towers shall be placed a distance equal to the height Of the tower away from any residential structure or R -1, R 1A, or R -2 zone boundary, ❑ 2. The setback from thoroughfares Is determined by measuring from the 'centerline of the right -of -Way of the thoroughfare. Applicable thoroughfares include freeways and isxpressways, major arterials and minor arterials, as shown on the Thoroughfare Plan. a. Intermediate WTF's must be 150' from applicable thoroughfares. b. Major WTF's must setback from appNocible thoroughfares by the heiiht of the tower x 3. ❑ 3. New transmission towers must be placed a minimum distance from existing towers as described here; a. New transmission towers 35 feet or less In height shall be separated from existing towers by a minimum diatenoo of 1500 ft. b. New transmission towers more than 35 feet and less than 100 ft.: In height shall be separated from existing towers by a minimum distanoit of 2500 ft c. New transmission towers 100 ft or more in height shall be separalled from existing towers by a minimum distance of 3500 ft. ❑ 4. All WTF's are subject to the normal height restriction's for each zonlrpg district where permitted by right. In any zoning district where, a tower is a conditional; use, the allowable height is determined by P&Z through the review of the visual impact analysis. in no case shall a proposed transmission tower exceed 160' within the city Nmlte. [] 5. Plant materials and/or fencing that effectively screens the WTF site frOrn view of the public right -of- way will be required. [� 6. New transmission towers sfnall maintain a fiat (not shiny, reflective, or litossy) finish or be painted in accordance with any applicable standards of the FAA (unfinished galva sized steel is not acceptable). 141002 aor8 O .3 - UN : 18_2a0l4 :36P11797643496 COOS DEVELOPMENT Sly? NO.443 P r7/ ? 06/06 , I 7. If an antenna Is Installed on a support structure other than a tower the antenna and supporting electrical and mechanical equipment must be of a ' neutral color that is identical to, or closely compatible with, the color of the supporting structure so as to m 'ke the antenna and Meted equipment as visually unobtrusive as possible. Q 8. WTF's shall not be artificially Ilahted with the exception of motion c$otoctars as security lighting, unless required by the FAA or other applicable authority. I1 lighting is tequired, the City may review the available lighting alternatives and approve the design, that would clause the least disturbance to the surrounding properties. f] 9, WTF's may attach to the exterior of any non - residential and non- hlsto'Iric building Within any zoning district provided the arster a arid antenna support structure or equipment Is mounted flush with the vertical exterior of the building or projects no more than 24 inches from, the surface of the building to Which it is attached and does not raise the height of !the buildino more than 10 feet and does not violate the maximum height restriction of that zoning district, The attached WTF must be textured and colored so as to blend with the surrounding•surfaoe of the building. O 10. Building setbacks are outlined in Ordinance 1638, Zoning Ordinance, Trible A (Sec. 7, P. 30). ❑ 11. Streetscape compllance, which involves special plantings along steeets specified in the Cltv's Streetscape Plan, may be required as described in Sec. 11.10 of the Zoning Ordinance. ❑ 12. A 6" raised Curb is required around all edges of all parts of all paved areas without exception. (To include islands, planting areas, access ways, dumpster locations, utility pads, etc.) ,9140 detail tole e � �rg ved b city E gaine er. No exceptions will be made for areas designated as " reserved for future Parking". Q 13. Sidewalks are required at time of development if property has frontaie on a street shown on the s;dawaH Master Plan or If the Project Review Committee determines th, necessity. (Refer to Section 10.2 of the Zoning Ordinance), ' ❑ 14. Healthy, native trees over 8° In caliper should be retained whenever posiibie. Q 15. Fire lanes of a minimum of 20 feet in width with a minimum height Clearance of 14 feet must be established if any structure of any type is more than 150 feet from a pubblte street or highway. [� 16. Any structure In any zoning district other than R -1, R;1A, or R-2 mush, be within 300 feet of a fire hydrant as measured along a public street or along an' approved fire lane as the hose is laid off the truck. Q 17. Fire hydrants must be located on the same side of a major street es, a project, and shall be In a location approved by the City Engineer. ❑ 18. Fire hydrants must be operable and accepted by the City and dr7 must have an all weather surface before combustibles cnn be brought on any site. Q 19. A twenty four foot setback from R.O.W. to curl, of parking lot Is required, Parking may be allowed In this area up to a maximum of 7 contiguous spaces. ❑ 20. All plans must include Irrigation systems for landscaping. Irrigation itileters are sepante from the regular water systems for buildings and must be sized ac corgfngly ant include bacitfiow prevention protection. 6 of 1•Aup.022 JUN. 18.2003 12 :34PM N0.443 P. 1/7 Holly Brock Development Spec ialist 2 Greenway Plaza #1100 Houston, TX 77046 Desk: 713-407-3452 Fax: 713 -407 -3403 Fax Teo nh , From: , Holly Brock Floc ,r y9' Phone: • `Y C� Data, / 8 Re: 0 O : V ._t CI Uhpent Q For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments; 44- A- n ', do it y ;, ci ✓/ 111 401- 3 y y t= ,4p FOR OFFICE USE ONLY Case No. Date Submitted COLLEGE STATION • CONDITIONAL USE PERMIT / SITE PLAN REVIEW APPLICATION Wireless Telecommunication Facilities M inimum Requirements $ 2 00.00 site plan review fee (includes 3 staff reviews) ‘ 11'' $200.00 development permit fee 1 3a $300.00 application, processing, and notification fee. Eleven (11) copies of site plan that meet requirements for WTF's as described in Sec. 8.20 of the Zoning Ordinance and includes requirements for site plan proposals as listed on the attached sheet. This site plan will go to City Staff for review, after which Eleven (11) copies of the revised site plan will be required. ❑ Detailed explanation of proposed use including the location, type, and height of the proposed facility, anticipated traffic, number of employees, etc. ❑ Major WTF's must include additional requirements listed on following page. ❑^/ Site Plan and Conditional Use Permit (major WTF's) L� Site Plan Only (intermediate WTF's) TYPE OF FACILITY ❑ Transmission Tower height: ft. ❑ Parabolic (dish) antenna diameter: m. ❑ Omni - directional (whip) antenna diameter: in. height: ft. ❑ Directional (panel) antenna length: m. ❑ Other NAME OF PROJECT ADDRESS LEGAL DESCRIPTION Will this tower allow for collocation? ❑ Yes ❑No If yes, for how many more antennas? LOCATION OF WTF ❑ Attached to existing transmission tower ❑ Attached to building or other structure: ❑ Built on ground ❑ Stealth APPLICANT (Primary Contact for the Project): Name E -Mail Street Address City State Zip Code Phone Number Fax Number PROPERTY OWNER'S INFORMATION: Name E -Mail Street Address City State Zip Code Phone Number Fax Number 1- Aug-02 1 of 6 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific waterway alterations: ACKNOWLEDGMENTS: 1, , design engineer /owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. Property Owner(s) As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of the College Station City Code. Contractor CERTIFICATIONS: A. I, , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 -year storm. Engineer Date B. I, , certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C. I, , certify that the alterations or development covered by this permit shall not diminish the flood - carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of floodways and of floodways fringes. Engineer Date D. I, , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval: In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply. 1- Aug -02 3 of 6 SUBMIT APPLICATION AND THIS LIST CHECKED OFF WITH 11 \ / FOLDED COPIES OF SITE PLAN FOR REVIEW COLLEGE STATION WIRELESS TELECOMMUNICATION FACILITIES SITE PLAN PROPOSAL MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ❑ 1. Sheet size - 24" x 36 ". ❑ 2. Title block to include: a) Name, address, location, and legal description b) Name, address, and telephone number of applicant c) Name, address, and telephone number of developer /owner d) Name, address, and telephone number of architect/engineer e) Date of submittal f) Total site area ❑ 3. Ownership and current zoning of parcel and all abutting parcels. ❑ 4. A key map (not necessarily to scale). ❑ 5. Scale should be largest standard engineering scale possible on sheet. ❑ 6. A north arrow. ❑ 7. Topography (2' max spot elevations), final grading plan, and other pertinent drainage information. (If plan has too much information, show drainage on separate sheet.) ❑ 8. All existing streets, drives, buildings, and water courses on or adjacent to the proposed project site. ❑ 9. Locate 100 yr. floodplain on or adjacent to the proposed project site, note if there is none on the site. ❑ 10. Location and size of existing utilities within or adjacent to the proposed project site. ❑ 11. Proposed location, type, and size of the following: a.) Buildings and structures b.) Off - Street parking areas with parking spaces drawn, tabulated, and dimensioned c.) Sidewalks d.) Common open space sites e.) Sites for solid waste containers ❑ 12. Proposed streets, drives, and curb cuts. For each proposed curb cut (including driveways, streets, alleys, etc.) locate existing curb cuts on the same and opposite side of the street to determine separation distances between existing and proposed curb cuts. Indicate driveway throat length as measured in the Driveway Ordinance. (See Ordinance 1961 for driveway location and design requirements.) ❑ 13. Landscape plan as required in Section 11 of the Zoning Ordinance (See Ordinance # 1638.) The landscaping plan can be shown on a separate sheet if too much information is on the original site plan. Attempt to reduce or eliminate plantings in easements. Include information on the plan such as: a) existing landscaping to remain b) required point calculations c) proposed new plantings with points earned ❑ 14. Show distance from base of WTF to property boundaries, residential structures on property or adjacent properties, all streets within 500 ft., and the nearest existing transmission tower. 1- Aug-02 4 of 6 ❑ 15. Show dimensions to size and locate all structures, parking spaces, drives, curb cuts, parking islands, and setbacks. ❑ 16. Show all meter locations. Meters must be located in easements or R.O.W. (City will size meters.) The following must also be included for MAJOR WTF's: ❑ 17. A WTF Facility Plan drawing that identifies the location, height, and type of all existing applicant - owned wireless telecommunications facilities in Brazos County including the proposed facility (show gaps in service). ❑ 18. Three collocation alternatives to the applicant's development proposal along with proof of a genuine effort in collocating on or attaching to an existing support structure OR evidence that demonstrates that no existing tower or support structure can accommodate the applicant's proposed WTF as described in Sec. 8.20 of the Zoning Ordinance. ❑ 19. A visual impact analysis as described in Section 8.20 of the Zoning Ordinance. ❑ 20. Certification of compliance with FCC regulations and emission standards. ❑ 21. A letter addressed to the City declaring an intent and willingness to construct a proposed tower that would allow at least 2 other service providers to locate there. ❑ 22. Notification of an impending Environmental Assessment required by the National Environmental Protection Agency (NEPA) and a copy when the assessment in completed. The following are standards that may be required for new wireless telecommunication facilities: ❑ 1. Transmission towers shall be placed a distance equal to the height of the tower away from any residential structure or R -1, R -1A, or R -2 zone boundary. ❑ 2. The setback from thoroughfares is determined by measuring from the centerline of the right -of -way of the thoroughfare. Applicable thoroughfares include freeways and expressways, major arterials and minor arterials, as shown on the Thoroughfare Plan. a. Intermediate WTF's must be 150' from applicable thoroughfares. b. Major WTF's must setback from applicable thoroughfares by the height of the tower x 3. ❑ 3. New transmission towers must be placed a minimum distance from existing towers as described here: a. New transmission towers 35 feet or less in height shall be separated from existing towers by a minimum distance of 1500 ft. b. New transmission towers more than 35 feet and less than 100 ft. in height shall be separated from existing towers by a minimum distance of 2500 ft. c. New transmission towers 100 ft. or more in height shall be separated from existing towers by a minimum distance of 3500 ft. ❑ 4. All WTF's are subject to the normal height restrictions for each zoning district where permitted by right. In any zoning district where a tower is a conditional use, the allowable height is determined by P &Z through the review of the visual impact analysis. In no case shall a proposed transmission tower exceed 150' within the city limits. ❑ 5. Plant materials and /or fencing that effectively screens the WTF site from view of the public right -of- way will be required. ❑ 6. New transmission towers shall maintain a flat (not shiny, reflective, or glossy) finish or be painted in accordance with any applicable standards of the FAA (unfinished galvanized steel is not acceptable). 1 -Aug -02 5 of 6 ❑ 7. If an antenna is installed on a support structure other than a tower, the antenna and supporting electrical and mechanical equipment must be of a neutral color that is identical to, or closely compatible with, the color of the supporting structure so as to make the antenna and related equipment as visually unobtrusive as possible. ❑ 8. WTF's shall not be artificially lighted with the exception of motion detectors as security lighting, unless required by the FAA or other applicable authority. If lighting is required, the City may review the available lighting alternatives and approve the design that would cause the least disturbance to the surrounding properties. ❑ 9. WTF's may attach to the exterior of any non - residential and non - historic building within any zoning district provided the antenna and antenna support structure or equipment is mounted flush with the vertical exterior of the building or projects no more than 24 inches from the surface of the building to which it is attached and does not raise the height of the building more than 10 feet and does not violate the maximum height restriction of that zoning district. The attached WTF must be textured and colored so as to blend with the surrounding surface of the building. ❑ 10. Building setbacks are outlined in Ordinance 1638, Zoning Ordinance, Table A (Sec. 7, P. 30). ❑ 11. Streetscape compliance, which involves special plantings along streets specified in the City's Streetscape Plan, may be required as described in Sec. 11.10 of the Zoning Ordinance. ❑ 12. A 6" raised curb is required around all edges of all parts of all paved areas without exception. (To include islands, planting areas, access ways, dumpster locations, utility pads, etc.) Curb detail to be approved by City Engineer. No exceptions will be made for areas designated as "reserved for future parking ". ❑ 13. Sidewalks are required at time of development if property has frontage on a street shown on the sidewalk Master Plan or if the Project Review Committee determines the necessity. (Refer to Section 10.2 of the Zoning Ordinance). ❑ 14. Healthy, native trees over 6" in caliper should be retained whenever possible. ❑ 15. Fire lanes of a minimum of 20 feet in width with a minimum height clearance of 14 feet must be established if any structure of any type is more than 150 feet from a public street or highway. ❑ 16. Any structure in any zoning district other than R -1, R -1A, or R -2 must be within 300 feet of a fire hydrant as measured along a public street or along an approved fire lane as the hose is laid off the truck. ❑ 17. Fire hydrants must be located on the same side of a major street as a project, and shall be in a location approved by the City Engineer. ❑ 18. Fire hydrants must be operable and accepted by the City and drives must have an all weather surface before combustibles can be brought on any site. ❑ 19. A twenty four foot setback from R.O.W. to curb of parking lot is required. Parking may be allowed in this area up to a maximum of 7 contiguous spaces. ❑ 20. All plans must include irrigation systems for landscaping. 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