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12.12.2018a I a 0111, 11r�ce� December 17, 2018 Nacoadoche the oldest town in Texas N%-. THE NACOGDOCHES CITY PLANNING AND ZONING COMMISSION WILL MEET IN REGULAR SESSION, MONDAY, December 17, 2018, AT 5:00 P.M. IN THE CITY COUNCIL CHAMBER ROOM 119 AT 202 EAST PILAR STREET TO CONSIDER THE FOLLOWING AGENDA ITEMS. ALL AGENDA ITEMS ARE SUBJECT TO ACTION. 1. Call to Order. 2. Approval of Minutes: Consider and take action for the Minutes from November 12, 2018 Regular Session. 3. Public Hearing: Conduct a public hearing and consider a request for approval of a replat for the Summer Hill Subdivision (Lots 3, 4, and 5, Block 2) generally located on Summer Hill Circle, Nacogdoches, Texas. 4. Public Hearing: Conduct a public hearing and consider a request for approval of a Replat for the North Highland Addition, Section 2, Subdivision, (Lots 28, 29, 30, 31-A) generally located on 710 Bostwick Street, Nacogdoches, Texas. Public Hearing: Conduct a public hearing and consider the request for a Specific Use Permit to allow for a Communications Tower to be constructed on Lots 10-A and 12, located at the intersection of Bowie Street and Pearl Street. SUP18-01. 6. Public Hearing: Conduct a public hearing and consider the request for a Specific Use Permit to allow for a Stone, Sand, and Gravel extraction on a portion of the property (approximately 7.1 acres), described as Lots 1-A and 4-A, City Block 65, Property ID 26248, generally located at 2722 Durst Street. SUP 18-02 7. Adjourn: Leo Mantey, Planning Director The City Council Chambers is wheelchair accessible and accessible parking spaces are available. Requests for accommodations or interpretive services must be made 48 hours prior to this meeting. Please contact the City Planning Department at (936) 559-2571 or FAX (936) 559-2910 for further information. CERTIFICATION I certify that the above notice was posted on the public notice board at City Hall, 202 East Pilar Street, on Wednesday, December 12, 2018 at 1:00 p.m. I further certify that the News Media were properly notified of this meeting as stated above. Leo Mantey, Planning Director I certify that the attached notice and agenda of items to be considered by the Planning & Zoning Commission was removed by me from the directory outside City Hall on the day of 12018. Name: Title: City of Nacogdoches Planning Department 202 E. Pilar — PO Box 635030 — Nacogdoches, TX 75963 936-559-2502 • Fax 936-559-2912 • www.ci.nacogdoches.tx.us Home of Stephen F. Austin State University • www.sfasu.edu PLANNING AND ZONING COMMISSION MEETING AGENDA ITEM 2 CONSIDER AND TAKE ACTION FOR THE MINUTES FROM THE NOVEMBER 12, 2018 REGULAR SESSION MINUTES TO THE PLANNING AND ZONING BOARD November 12, 2018— 5:00 p.m. City Council Chambers Members Present: R.J. Bohac, Don Mills, Ken Deppisch, Matt Turner, Stephanie Malott Members Absent: None Staff Present: Leo Mantey, Jerri Turner, Caleb Hill, Ismael Terrones Others Present: Vivian Dillen, Cecil Settle, Gloria Settle, Miles Bradshaw, Toadie Duckett, April Alterisio-Gagnon, David Yates, Tammy Jones, Katie Hensley 1. Call to Order: Chairman Matt Turner opened the meeting and called it to order at 5:00 p.m. 2. Approval of Minutes: October 8, 2018 Regular Session: Chairman Turner called for a motion to approve the minutes. Commissioner Mills made a motion to approve the minutes and Commissioner Bohac seconded the motion and the motion passed unanimously (5-0) 3. Public Hearing: A public hearing will be held to consider a request and take action for approval of a zone change from A -Agriculture, to 1-2, Heavy Industrial, for a portion of the property (approximately 701 acres) described as Lots 1-A and 4-A, City Block 65, Property ID 26248, generally located at 2722 Durst Street. Z18-06. Planning Director, Mr. Leo Mantey explained this request. The request is for a zone change from A -Agriculture, to 1-2, Heavy Industrial, on 2722 Durst Street, generally located 507 feet east Loop 224 at the edge of the city limits. The applicant informed staff the land is being rezoned in order to use the property for Stone, Sand, Gravel or Earth Sales and Storage. He stated, the 7.1 -acre property is currently zoned A -Agriculture which allows the property to be presently used for agricultural purposes, newly annexed, for open spaces, or area not yet developed due to unavailability of urban services. The development proposes to change the zoning to 1-2 Heavy Industrial to which allows for industrial uses including the proposed use. If approved, the entire site development will adhere to all regulations and requirements of the 1-2, Heavy Industrial Zoning district. The entire tract of land is approximately 7.9 acres, however 0.8 acres out of the tract holds a residential structure and will remain as is, and will therefore excluded from the rezoning request. It will remain Agriculture. The property to the west is the same use. Mr. Mantey stated that the only issue he had with this request is the increase of the 1-2 district in this are because Durst Street is mostly residential. He stated that staff is concerned with the impact on surrounding properties. He feels this use would not be good for this area. He spoke of the dust, and sound pollution this development could bring to neighboring properties. Chairman Turner asked if there were any concerns about the property to the west and the existing business doing the same type work. Mantey stated no, that this property was not within the city at the time it commenced, but was later annexed to be in the City. Chairman Turner asked if they would be mining sand or crushing stone. P&Z Minutes Page 1 Mr. Mantey stated that the they would be crushing stone and individuals would come onsite to pick it up. Commissioner Deppisch asked if the Future Land Use had been updated since 2003. City Planner, Leo Mantey stated that it has not been updated. Commissioner Deppisch asked if approved what was the plan with the large drop off on property. City Planner, Mantey stated that every lot is developable, but we must be economical in the development, and that is a good point in reference to the terrain. He would however defer that question to the applicant Miles Bradshaw stated that he is the prospective purchaser. He said the use is for the long term, as well as a practical use. He stated the sand would be used for building pads all over the city. He stated that he appreciates the concern of dust but there will be a water truck on site to control that. Chairman Turner stated that the property seemed to drop east. Miles Bradshaw stated that it was 10 feet at the highest. Commissioner Deppisch stated that the dust issue is a good point. Chairman Turner asked if there was any further discussion. There was none. He asked if there was anyone to speak for or against the request. Katie Hensley said she is an adjacent property owner. She stated that some of the cliffs are twenty feet tall and she has watched trees fall through the years. She was concerned about the value of her property if this request was approved. Chairman Turner asked if she had any complaints in reference to the Kolb Excavating business there close by. Katie Hensley stated she had no complaints because she is used to it. She said that the dust issue had not been totally unbearable. She was concerned at how close to the property line they could dig. Mr. Mantey stated that he would have to adhere to the 20 foot setback on each side. Commissioner Deppisch stated that it may require a modification to land, perhaps a retaining wall and he did not know the City's process with that. City Planner, Mantey, stated that he would like to know hours of operation, dust control, and any other measure that will be put in place to ensure that the business that not have any adverse impact on surrounding land uses etc... Katie Hensley stated that she wanted to sell 13 acres for a subdivision, but was afraid if this happened she would not be able to. Miles Bradshaw stated that he thought it would increase the value of her property. Commissioner Bohac stated that he would like to see a topographical map of the property. Gloria Settle stated that she inherited this property from an Aunt and Uncle, so she could not really answer any questions in detail. To her knowledge, they never had any issues of sand, dust, or trees falling. P&Z Minutes Page 2 Katie Hensley stated that she had known Maureen Crawford. She never had a problem because all the trees falling took place on the back of her property, which she was never aware of. Chairman Turner stated he was concerned about the image to adjacent properties. He asked if there were any closing comments. City Planner, Mantey stated they could approve, deny, or table the request. The applicant could come back with more information as required by the Commission. Chairman Turner made a motion to table the request until a site plan with more information was submitted. Commissioner Bohac seconded the motion. The vote was unanimous to table the request. (5-0) 4. A public hearing will be held to consider a request and take action for approval of a zone change from A -Agriculture, to R-4, Multi -Family Residential, for Lot 27, City Block 54, Property ID 24696, generally located on Park Street.Z18-07. City Planner, Leo Mantey stated that this property is vacant and is approximately 36 acres. This rezoning would not have any impact on surrounding properties. This property is not in the flood plain and staff would recommend approval. Commissioner Deppisch asked if they would be required to construct sidewalks. Mantey stated no, not at this time. He stated that before the property was ever developed, they would have to come forward with a plan and plat of some kind, which would show access, utilities, drainage and meet the city regulations. Tammy Jones stated that she is the daughter of the applicant and that the applicant also owns lot 20, which is 8 acres and will serve as access from Park Street. Chairman Turner asked if there was any further discussion. There was none. He called for anyone to speak for or against. There was no one. He called for a motion. Chairman Turner made a motion to approve the request. Commissioner Deppisch seconded the motion and the request was approved unanimously. (5-0) 5. Staff Updates i. Scenic City Certification Award: City Planner, Mantey, explained this award. He stated that, our city does have room for improvements. The award is judged on signs, landscaping, sidewalks, and other sections in the entire ordinance. We will do more moving forward. Next time we will go for the Gold or Platinum. ii. Stakeholders Meeting: City Planner stated that the meeting was held on Thursday night, November 8m Approximately 30 people attended, and the issue for discussion was how the city could partner with stakeholders to encourage building inside the city as opposed to the county. Most of the comments were reflected towards the school district. NISD Superintendent, Alton Frailey spoke on behalf of NISD. Basically, most discussion was the difference in cost when building in the city and county. Most of the attendees claimed it was cheaper to build in the county. 6. ADJOURN Meeting was adjourned at 6:00 pm Chairman, Matt Turner Attest: Jerri Turner, Planning Assistant P&Z Minutes Page 3 PLANNING AND ZONING COMMISSION MEETING AGENDA ITEM 3 CONDUCT A PUBLIC HEARING AND CONSIDER A REQUEST AND TAKEACTION FOR APPROVAL OF A REPLAT FOR THE SUMMER HILL SUBDIVISION (LOTS 35 45 AND 5, BLOCK 2) GENERALLY LOCATED ON SUMMER HILL CIRCLE, NACOGDOCHES, TEXAS. Naco doche the oldest town in Texas N%-. PLANNING AND ZONING COMMISSION MEMORANDUM AGENDA ITEM # 3 FROM: The Office of the Director of Planning DATE: December 17, 2018 CONDUCT A PUBLIC HEARING AND CONSIDER A REQUEST FOR APPROVAL OF A REPLAT FOR THE SUMMER HILL SUBDIVISION (LOTS 3, 4, AND 5 AND BLOCK 2) GENERALLY LOCATED ON SUMMER HILL CIRCLE. NACOGDOCHES TEXAS. Back __ rotund The request is for a preliminary plat approval for the Summer Hill Subdivision. The subdivision is located in the north eastern part of the city as indicated in the attached Location Map. Plat Design This is a two (2) lot subdivision in a built out residential neighborhood. The site is currently made up of three lots. The purpose of this subdivision plat is to reconfigure the lot lines in order to address minimum lot area concerns for future build out. Currently, the middle lot, as referenced on the location map, does not meet the minimum subdivision requirements for lot area. All the lots thereafter will conform to the subdivision regulations stipulated for the PD zoning district. Proposed Development The site is already developed with single family homes. The owner has not indicated any intentions of replacing or changing the land use. ZoningIssues This property is zoned PD, Planned Development. This zoning classification for this PD requires an average minimum lot size of 6,500 square feet with a minimum street frontage of 60 feet. The approximate street frontage for each of the two new replats is 100 feet. The average square feet for each of the replats is over 10,000 square feet. As shown in the attached plat, the lots exceeds these requirements and therefore in conformance with the zoning regulations. This plat is a good initiative towards bringing nonconforming uses and lots to meet current development and zoning regulations. Drainage, eg Utility, and Access Issues Staff has reviewed the plat and determined there are no issues with the plat. All properties proposed will have adequate access. Flood Damage Prevention: No portion of this property lies within the 100 year or 500 year flood hazard areas. City of Nacogdoches 202 E. Pilar — PO Drawer 635030 — Nacogdoches, TX 75963 936-559-2571 Fax 936-559-2910 www.ci.nacogdoches.tx.us Home of Stephen F. Austin State University www.sfasu.edu Naco doche the oldest town in Texas N%-. Notices: Staff sent out 16 notices to property owners within the 200 foot notification area. There were zero (0) responses received in favor of the request, and zero (0) responses received in opposition of the request. Staff Recommendation Staff recommends approval of the Replat for the Summer Hill Subdivision based on the following: 1. The plat will likely not pose any adverse impact on surrounding properties and is adequately served by all required utilities. 2. The plat conforms to all the zoning and subdivision regulations as stipulated in the City's Code of Ordinance. Action by Planning and Zoning Commission This subdivision plat must be reviewed by the Planning and Zoning Commission because a public notification is required due to part of the proposed plat lying in an existing subdivision. 1. Motion to approve/disapprove a replat for the Summer Hill Subdivision (Lots 3, 4, and 5 and Block 2) generally located on Summer Hill Circle, Nacogdoches Texas, based on staff's recommendation and findings. 2. Any other action deemed necessary. Attachments: 1. Location Map 2. Aerial Map 3. Copy of Plat 4. Replat Map 5. Notification Area Map City of Nacogdoches 202 E. Pilar — PO Drawer 635030 — Nacogdoches, TX 75963 936-559-2571 Fax 936-559-2910 www.ci.nacogdoches.tx.us Home of Stephen F. Austin State University www.sfasu.edu 3225 Summer Hill Circle Location Map 3319 3327 3335 3401 3409 3417 3303 3311 3225 3320 3328 R 3410 3234 3304 3312 VV I 3201 3120 3112 3104 3034 3026 3018 3010 3002 II / P / li 3135 II 2 3 11 3017 3009 3001 3111 3103 3033 3025 3127 3119 II g PVC Legend Q 3225 Summer Hill Circle 3523 3527 Sewer Mains 3515 3519 3511 Water Mains Created by: Caleb Hill 0 45 90 180 270 360 Date: 11/21/2018 Feet Data: City of Nacogdoches 3225 Summer Hill Circle Aerial Map �. 1 3319 3327 3335 3401 3409 3417 3425 25 3303 3311 _ o 3320 3328 402 3410 t 3234 3304 3312 3104 3026 3018 3010 x,,3002 3201 3120 3112 3034 d I W �< - 3135 + i 27 t i 3111 3103' 13033 3025 3017 3009 3001 2935 ' I 3127 3119 3531 VO73603 7� 3523 � 3527 3515 3519 l 3511 r ~ � �3532 3608 ` 1 3604 r � 3528 3516 ; 3524 �I y` 'ow y 'J" ' �, 3605 3601 k 3525 's 3521 .... �'•r Legend 3225 Summer Hill Circle Created by: Caleb Hill 0 50 100 200 300 400 Date: 11/21/2018 Feet Data: City of Nacogdoches 3225 Summer Hill Circle Replat Map 3319 3327 3335 3401 3409 3417 3303 3311 3320 3328 3402 3410 3234 3304 3312 6 VC �I 3201 3120 3112 3104 3034 3026 3018 3010 3002 II / P / li 3135 II 2 3 11 3017 3009 3001 3111 3103 3033 3025 3127 3119 II 8 PVC 3531 3603 3523 3527 3515 3519 3511 Created by: Caleb Hill 0 45 90 180 270 360 Date: 11/21/2018 Feet Data: City of Nacogdoches 3225 Summer Hill Circle Notification Map I 3 19 3327 3335 3401 3409 3417 3303 3311 -z 3320 3328 3402 3410 3234 3304 331 d 3201 3120 3 12 3104 3034 3026 3018 3010 3002 II II i 3135 3017 3009 3001 3119 3111 3103 3033 3025 3127 _ 1 3527 73511 3515 3519 3523 0 45 90 180 270 360 Feet 3531 Legend F 200 FT Created by: Caleb Hill Date: 11/28/2018 Data: City of Nacogdoches PLANNING AND ZONING COMMISSION MEETING AGENDA ITEM 4 CONDUCT A PUBLIC HEARING AND CONSIDER A REQUEST AND TAKE ACTION FOR APPROVAL OF A REPLAT FOR THE NORTH HIGHLAND ADDITION, SECTION 2, SUBDIVISION, (LOTS 28, 29, 30, AND 31-A) GENERALLY LOCATED ON 710 BOSTWICK STREET, NACOGDOCHES, TEXAS. Naco doche the oldest town in Texas N%_. PLANNING AND ZONING COMMISSION MEMORANDUM AGENDA ITEM # 4 FROM: The Office of the Director of Planning DATE: December 17, 2018 CONDUCT A PUBLIC HEARING AND CONSIDER A REQUEST FOR APPROVAL OF A REPLAT FOR THE NORTH HIGHLAND ADDITION, SECTION 2 SUBDIVISION (LOTS 28, 29, 30, AND 31-A) GENERALLY LOCATED ON 710 BOSTWICK STREET. NACOGDOCHES TEXAS. Back round The request is for a replat approval for the North Highland Addition, Section 2 Subdivision. The subdivision is located in the north central part of the city as indicated in the attached Location Map. Plat Design This is a single lot subdivision in a built out residential neighborhood. The site is currently made up of four (4) lots. The purpose of this subdivision plat is to reconfigure the lot lines in order to address insufficient lot area minimums for the current lots. Currently, the house on the lot is subdivided across four different parcels. If replatted, the lot will conform to the subdivision regulations stipulated for the R-1 zoning district. Proposed Development The site is already developed with a single family home. The owner has not indicated any intentions of replacing or changing the land use. ZoningIssues This property is zoned R-1, Single -Family Residential. This zoning classification requires a minimum lot size of 75 feet by 110 feet, for a total of 8250 square feet. As shown in the attached plat, the lot exceeds these requirements and therefore in conformance with the zoning regulations. This plat is a good initiative towards bringing nonconforming uses and lots to meet current development and zoning regulations. Drainage, Utility, and Access Issues Staff has reviewed the plat and determined there are no issues with the plat. The property proposed will have adequate access. Flood Damage Prevention: No portion of this property lies within the 100 year or 500 year flood hazard areas. Notices: Staff sent out 10 notices to property owners within the 200 foot notification area. There were zero (0) responses received in favor of the request, and zero (0) responses received in opposition of the request. City of Nacogdoches 202 E. Pilar — PO Drawer 635030 — Nacogdoches, TX 75963 936-559-2571 Fax 936-559-2910 www.ci.nacogdoches.tx.us Home of Stephen F. Austin State University www.sfasu.edu Naco doche the oldest town in Texas N%-. Staff Recommendation Staff recommends approval of the Replat for the North Highland Addition, Section 2 Subdivision based on the following; 1. The plat will likely not pose any adverse impact on surrounding properties and is adequately served by all required utilities. 2. The plat conforms to all the zoning and subdivision regulations as stipulated in the City's Code of Ordinance. Action by Planning and Zoning Commission This subdivision plat must be reviewed by the Planning and Zoning Commission because a public notification is required due to part of the proposed plat lying in an existing subdivision. 1. Motion to approve/disapprove a replat for the North Highland Addition, Section 2 Subdivision (Lots 28, 29, 30, and 31-A) generally located on 710 Bostwick Street, Nacogdoches Texas, based on staff's recommendation and findings. 2. Any other action deemed necessary. Attachments: 1. Location Map 2. Aerial Map 3. Copy of Plat 4. Replat Map 5. Notification Area Map City of Nacogdoches 202 E. Pilar — PO Drawer 635030 — Nacogdoches, TX 75963 936-559-2571 Fax 936-559-2910 www.ci.nacogdoches.tx.us Home of Stephen F. Austin State University www.sfasu.edu 710 Bostwick Street Location Map 708 _ 408 706 624 610 I I 621 527 605 613 00 6C 518 526 612 620 918 90 525 601 613 0 815 703 709 El � rF- 633 I 519 I 814 7 520 P 7' 608 7 0 710 722 9 3609 ,, 615 f �� 1221 f Legend 710 Bostwick Street 2a — Sewer Mains Water Mains 0 87.5 175 350 525 700 Created by: Caleb Hill Feet Date: 11/21/2018 Data: City of Nacogdoches 710 Bostwick Street Aerial Map 0 87.5 175 350 525 700 Created by: Caleb Hill Feet Date: 11/21/2018 Data: City of Nacogdoches 710 Bostwick Street 706 706 624 610 621 527 605 613 00 518 526 � 612 620 918 90 525 601 613 Replat Map �$06 815 k 800 n8l 710 703 709 1� rF6- 633 I 519 7� � 520 � � 608 I 814 710 GP 1221 f @ � � d2 :::' (: 6 �15 sat 361 523 61 0 24 60 /3609 0 87.5 175 350 525 700 Created by: Caleb Hill Feet Date: 11/21/2018 Data: City of Nacogdoches 710 Bostwick Street 621 527 805 813 518 526 I - rneg]E- 525 801 Notification Map 815 801 5 1 Mwe- Num -3 -Ar, ME 720 800 I 16 JL60 d2 u 815 1221 523 Legend 24 0 200 FT Q710 Bostwick Street 0 87.5 175 350 525 700 Created by: Caleb Hill Feet Date: 11/28/2018 Data: City of Nacogdoches PLANNING AND ZONING COMMISSION MEETING AGENDA ITEM 5 - SUP18-01 CONDUCT A PUBLIC HEARING AND CONSIDER A REQUEST AND TAKE ACTION FOR APPROVAL OF A SPECIFIC USE PERMIT TO ALLOW FOR A COMMUNICATION TOWER TO BE CONSTRUCTED ON LOTS 10-A AND 12, LOCATED AT THE INTERSECTION OF BOWIE STREET AND PEARL STREET. Planning and Zoning Commission NacoRdoches Date: December 17, 2018 the oldest town in Texas Agenda Item: 5 PRESENTER: Leo Mantey, Planning Director ITEM/SUBJECT: Public Hearing: Consider ordinance approving a specific use permit within the City of Nacogdoches for Lot 12 Block 50 Pearl Street. Submitted by Cody Cogdill. SUP18-01. Background The request is for a specific use permit to allow a communications tower inside A -Agriculture zoning on Lot 12 Block 50 Pearl Street, located on the corner of Pearl Street and Bowie Street. The 9.05 -acre property is currently zoned A -Agriculture which allows the property to be presently used for agricultural purposes, newly annexed, for open spaces, or area not yet developed due to unavailability of urban services. City zoning requirements allows communication towers via Specific Use Permit (SUP) on lots zoned for A -Agriculture, a communications tower. The applicant has had several interactions with city staff and has submitted this final application and plans based on city ordinances and staff recommendations. Existing Land Use The lot is undeveloped and abounds vacant (undeveloped) and residential zones. Zoning The zoning designation for the said property is A -Agriculture. Future Land Use Per the 2003 Nacogdoches Comprehensive Plan, the Future Land Use designates about 30% of the property as Rural Development. The remaining portion is designated as Vacant to allow for any use that fits the demand of the neighborhood. Factors to be Considered in Approving an SUP Per Section 118.173 of the Nacogdoches Code of Ordinances, the following factors are to be considered when considering an SUP: Compatibility The area is close to West Austin Street, near the undeveloped flood plain. From this, much of the land to the north and west has been left vacant and overgrown. To the south are residential uses, University Court Apartments, and to the east are more multi -family, two-family, and single-family residential uses. While there are present low -intensity residential uses surrounding this property, the proposed use is for a well engineered monopole which will not have any adverse impact or increase the development in the area. The development will also not change the zoning of the area. The development will add some benefit to the neighborhood and city by giving a better communication coverage or reception. Orderly growth and development The establishment of the specific use will not impede the normal and orderly development and improvement of surrounding properties. The development will not increase the density in development or population within the area. The applicant was given a list of criteria/subdivision regulations to follow to ensure orderly development which has been adhered to. The applicant also submitted a site plan that NacoRdocheso-_ the oldest town in Texas Planning and Zoning Commission Date: December 17, 2018 Agenda Item: 5 will be implemented with no changes during the construction stages. The monopole tower is well engineered and will be placed on sight with extreme precaution and will have frequent maintenance to ensure that it does not have any adverse impact to surrounding uses. Supporting Facilities The site is adequately served with all basic utilities. Per the general notes provided in the site plan, care shall be taken to locate all existing underground obstructions, utilities, and easements before digging or drilling on this site. Drives and Parking A driveway has been provided on site, which is wide enough to park vehicles for construction or routine maintenance. This driveway will conform to subdivision standards. Nuisances During the construction stages, staff believes there might be some sort of nuisances occurring in the neighborhood. However the monopole tower will not create any other nuisances to surrounding properties once constructed. It is self -functioning and will only be visited randomly by personnel for maintenance. Lighting The monopole tower will not be lighted but lighting will be provided for personnel use during maintenance. Landscaping Per the site plan provided, clearing of trees and vegetation on the site shall be held to a minimum only. Only the trees necessary for construction of the facilities shall be removed. Any damage to property outside the said property shall be repaired by the contractor. Conformity to the 2003 Comprehensive Plan Per the 2003 Comprehensive Plan, is considered, "sparsely -populated areas with limited development that are still distinct from more urbanized areas. This typically encompasses relatively large tracts of unsubdivided land used for agriculture, forestry, resource extraction, widely -scattered homesteads and business establishments, natural open space, or activities not requiring permanent structures or improvements. Also includes areas that are gradually transitioning into urban uses and development"A communications tower is a low -intensity use on the property that will align with the current sparse -population recommendation from Rural Development designation. It is unlikely that there will be a contradiction between Rural Development and Residential land uses through this specific use. Flood Damage Prevention: Per the FEMA Floodplain Map, half of the property falls in the 100 or 500 foot floodplain area. However, the applicant has assured staff that the communications tower will be built close to the street and nowhere near the floodplain. Potential damages to the floodplain per construction development are undetermined. NacoRdocheso-- the oldest town in Texas Planning and Zoning Commission Date: December 17, 2018 Agenda Item: 5 Notices: Staff sent out 13 notices to property owners within the 200 foot notification area. There were zero (0) responses received in favor of the request, and zero (0) responses received in opposition of the request. Staff Findings and Recommendation: Staff will like to outline the following findings: • The communication tower will maintain the zoning of the neighborhood. It will maintain the natural vegetation and will not interfere with the flood zone on site. • The development will be a great addition to the city by enhancing the communication reception in the City. • The development has met all the stipulated criteria in Section 118-173 and will be developed in accordance to all city codes and standards. Based on the above findings, Staff would recommend the Planning and Zoning Commission recommends the proposed specific use request to allow for the construction of a communication tower. FINANCIAL: X There is no financial impact associated with this item Item is budgeted: ( - - ) In the amount of $ Item is not budgeted (Budget Amendment required; please attach BA ordinance) Amount: $ GL Account #: Item is estimated to generate additional revenue: CITY CONTACT: Leo Mantey, Planning Director manteyl(@ci.nacogdoches.tx.us 559-2572 ATTACHMENTS: Location Map Aerial Map Zoning map Future Land Use Map Floodplain Map Notification Map Site Plan and details Lt 12 Bk 50 Pearl Street Location Map LT 7-A BK 68 LT 14 218 _ BK 68 LT 10 BK 50LT 10 BK 50 BK 50 JL:1 T T LT 7 ALTI W �2 �jnjM8 L 2 BR 50 LT 21 BK 50 6215 BK 50 BK 50 50 BK 50 LT 26 206 2 BK 50 LT 280LT 10-A BK 50 2 4 jLjffl 0 1 �1 BK 50 BK 50 LT 10-A BK 50 0 36K 0 0 25 B 50 6 T LT 32 .1,r3500 9 3 2�2 LT 34 BK 50 LT BK 50 5 — O BK 50 BK 50 29 LT 36 2161 LT 40 BK 50 L!T( 38 LT 39 LT 12 BK 50 L BK 50 a BK 50 6Ud 20 0 B" wwwwwwwwom LT 14 K50 LT -A LT 22 BK 50 y 201 BK 0 1 LT 10 LT126K50 LT 80 rK BK 50 LT11 BK 50 1107 L 23 BK 5 0 T 3 qK 50 BK 50 2805 LT 24 BK 50 -- - O 2807 LT 78 LT 77 LT76 280 $ LT 5 K 50 ULT 7BK 50 BK5080 0 BK 50 LT 25 BK 50 $ 7 2807 T 9 K 50 2E0 0 8 0 LT 20 LT 2807 26 0 LT 26 BK 50 74 1 LT 1 BK 50 2521 -A 61( 46� 2E LT 14 -A LT 14-A BK 50LT 2 Lmrs B-3 B 50 0R BK 50 BK 50 �� BK 50 2521 214 2 LT 12� LT 7 2 3 BK 50 LT10B Bv" LT 13 6 LT 2-A BK 50 LT 14 BK 50 320 cm 0 50 B-1 LT 11 Bhp BK 50 LT 14-B LT 8-A LT LT 14-B BK 50 BK 50 LT 23 BK 0 B-55 2 11 2 1 B ,� 50 LT 1 LT 2 LT 3 0 L 7 LT I$}�TA BK 50 BK 50 B 3 K5 BK 50 �g� LTO LT 211 3J) T� BK ::ii++��'.'.!! ��p� LT 5 BK 50 1 I �� q ®r- 4 �LT Rp 4= � B��L--��pp T=T LT 150 1,.Z 2041 LT 5 r4 *& 4Q� dw LT 7 BK 50 Ap 1 BK 50 �4�r�l LT 22 BK 50 LT 11 BK 50 LT 8 BK 50 LT 3 BK 50 LTI I am ® K 50 1 BK 50 BK 50 5Q' LT 3-B F31 206 BK 50 LT2 BK 50 LT 23 BK 50 LT 1 LT56K50 LT16K50 Legend LF 6 1 BK 50 LT 4 BK 50 LT 2 BK 50 Q Lt 12 Bk 50 Pearl Street BK 50 LT 24 BK 50 LT1-A BK 50 Created by: Caleb Hill 0 110 220 440 660 880 Date: 11/21/2018 Feet Data: City of Nacogdoches Lt 12 Bk 50 Pearl Street IKW Aerial Map Legend U 12 Be 50 PP dStreet Crea(ed by Caleb Hill Dara_112lM18 Data Ca, of Nacogdoches Lt 12 Bk 50 Pearl Street Zoning Map LI l -A UK 08 LI 14 BK 68 LT 10 BK 50 LT 10-A BK 50 A LT 1-A BK 50 LT 12 BK 50 LT 24 BK 50 LT 25 BK 50 LT 26 BK 50 LT 2-A BK 50 LT 2 BK 50 LT 22 BK 50 LT 3-B BK 50 LT 23 BK 50 L 6 I 1 a 21LT 10 BK 50 LT7 LT ird� BK 50 .• 0— B 14 ��2']jJ 2 821 _ I 123 - L 2 BR30 LT 21 BK 50 6215 BK 50 BK 50 50 2� BK 50 R-4 los 2 LT 28 LT 10-A BK 50 4 LT 25 � 06 BK 50 BK 50 BK 50 L 27 204 1 2 LLLJJJ BK 50 gK 50 L 6 00 T 3 BK 50 y �r LT 32 2T I K 0� VO LT 9 A IM3 2222 LT 34 BK 50 LT 5 BK 50 BK 0 BK 50 BK 50 292�9 29 C LT 36 R 216 CIT 40 O 50 LT LT 38 LT 39 BK 50 LT 37 BK 50 BK 50 LT 12 BK 50 L 5 BK 50 D3 gK 50 216 208 202 wwwwwwwwwo LT 14 K50 LT 22 BK 50 201 2807 LT 10 5 LT 2 $0 K 0 BK 50 BK 50 LT 11 07 L 23 BK 5 0T 3 BK 50 BK 50 2805' 8 7 8 8 7 2 07 2807U 2807 20 4 0 80 280 80 802807 92807 8 280 LT 18 LT 17 LT 16 2807 8 T 5 K 50 LT 7 BK 50 BK 50 8 7 80 50 0 7 p 80 BK 50 2807 T 9 BK 50 200 8 LT 20 KLT 4 2807 260 1 LT 1 BK 50 2521 14-A 2M203 LT 14 A LT 14-A BK 50 LT 2 L�e B-3 B 50 0 BK 50 BK 50 404 BK 50 1 2521 20 n LT 7 2 K LT 7 2 E BK 50 LT70B ` B LT 13 6 LT 74 BK 50 3201 0 50 B-1 LT 11 B BK 50 LT 14-B LT 14-B BK 50 BK 50 LT 14 B-5 � 20 42 SIJ LT 8-A LT g BK 0 11 2 1 LT 7 LT 2 LT 3 0 2 B.. 50 BK 50 BK 50 L 7 Legend 0 Lt 12 Bk 50 Pearl Street 4o8 40 e& d= Zoning T 11 LT 11 BK 50 L8 4W CM an LT 8 BK rATIM Agriculture LT 17- BK 50 General Business Single Family LT5BK50 LT BK 50 LT BK 50 LT 1 Two Family \� BK 50 LT BK 50 LT BK 50 Multi Family LT1-A BK 50 LT BK 50 Created by: Caleb Hill 0 110 220 440 660 880 Date: 11/21/2018 Feet Data: City of Nacogdoches Lt 12 Bk 50 Pearl Street Future Land Use Map LT1-A BK 68 LT 14 BK 68 1311 14 218 ! 0 LT 10 BK 50 3108 BK 50 LT 8 B 50 LT 10 BK 50 3106 222 BK 50 L 7 t 218 BK 10 215 229 223 219 LT 19 211 LT 22 BK 50 LT 20 BK 50 50 215 228 224 LT 26 06 LT 24 LT 25 K50 LT 10-A BK 50 234218 K 50 K 50 LT 7 LT 10-A BK 50 30073BK5 BK 0 0 233 LT 32 B 50 229 BK 50 2172 5 2914 LT 33 223 LT 31 LT 34 BK 50 BK 50 BK 50 29 216 LT 36 222 BK 50 LT 38 LT 37 BK 50 LT 12 50 L BK5 K50 16 T 1-A BK 50 230 236 20 LT 14 BK 50 LT 1 BK 5 LT 22 BK 50 2807 LT 12 BK 50 2807 LT 15 LT 12 2807 BK 50 BK 50 2W807 LT 23 BK 50 28072807 LT 13 BK 50 2807 2807 2807 T 2807 LT 24 BK 50 80 L 2807 2807 2807 2807 LT 24 BK 50 2807 2807 2807 LT 25 BK 50 LT 21 LT 18 280 BK 50 LT 25 BK 50 2807 2807 BK 50 0 8 2807 2807 LT 19 BK 50 28070 26 0 2521 LT 26 BK 50 LT 14-A BK 50 2521 21 LT 14-A BK 50 LT 14-A BK 50 252 404 14-A BK 50 LT 2-A BK 50 2509 2508 LT 12 334 73 BK 50 LT 10 BK 50 21 LT 14 B 50 320 2501 2504 B-1 LT 11 BK 50 LT 2 BK 50 BK 50 LT 14-B LT 14-B BK 50 LT 8-A BK 50 LT 33 323 313T2427 BK 50 B-5 33 LT 1 LT 2BK 50 2424 Legend Q Lt 12 Bk 50 Pearl Street nxnmE " o 4w Future Land Use LT 11 �4 LT 22 BK 50 LT 11 BK 50 Comp Plan Future Land Use LT3BK50 BK 50 LT 17 BK 50 0 Commercial LT 3-B BK 50 1 - Multi -Family Residential LT6 K50 LT236K50 LT2BK50 LT56 LT 1 Rural Development LT 1-A BK 50 BK 50 LT B Single Family Residential Created by: Caleb Hill 0 110 220 440 660 880 Date: 11/21/2018 Feet Data: City of Nacogdoches Lt 12 Bk 50 Pearl Street Notification Map LT1-A BK 68 LT 14 BK 68 14-210 LT LT7 LT106K50 LT 10 BK 50 B BK51 LT 7 LT 10-A BK 50 1/\ LT 1- BK 50 LT 12 BK 50 LT 24 BK 50 LT 25 BK 50 LT 26BK5 LT 2-A BK 50 LT2BK50 LT 14 - BK 50 LT 22 LT 3 BK 50 BK 50 LT 3-B BK 50 LT6BK50 LT 23 BK 50 8 7�r 5 K 50 LT 1 I LT 18 80 BK 50 8 7 80 50 0 80 2807 T 9 BK 50 ;28407 LT 20 26 0 1 2521 14-A LT 14 LT 14-A BK 50 B-3 2 1 0 04 BK 50 T 4-A BK 5 252 LT 12 50 U BK50 LT10B a UUUU LT 13 1 LT 14 BK 50 320 L2�Q1 0 B-1 LT 11 Bhp BK 50 B LT 14-B BK 50 LT 8-A LT 5 23 � B B-5 LT 2 2 U ,� �0 LT 7 LT 2 LT 3e. �3�}�4j BK 50 BK 50 2 LT �o LT BK 50 181 UU ZS 409 tW 24" 0 201 LT 70-B LT 11 4718 4W am Opp LT 7 BK 50 1 BK 50 BK 50 LT 11 BK 50 LT8BK50 LT BK 50 Legend LT2BK50LT5 BK 50 200 Ft LT 1 LT 7-A BK 50 BK 50 LT 4 BK 50 Lt 12 Bk 50 Pearl Street Created by: Caleb Hill 0 110 220 440 660 880 Date: 11/21/2018 Feet Data: City of Nacogdoches �I L 2 L 20 g B 0 LT 21 BK 50 215 T18 2 BK 50 Cu4 LT 26 LT 10-A BK 50 LT LT 25 0 234 BK 5 BK 50 00 T 3 BK 50 BK 50 233 LT 32 5 2914 L 33 E�qK LT 33 LT 31 LT 34 gK 50 BK 50 BK 50 2908 21 5 BK 50 LT 36 2 BK 50 LT 38 LT 37 LT 12 BK 50 L BK 5 BK 50 K50 230 236 0 LT 14 K50 LT 11 BK 50 LT 22 BK 50 2807 LT 12 2$07. LT 15 BK 50 - 2807 BK 50 1807 L 23 BK 5 2807 T 3 BK 50 28 087 2 07 2807 184 1 8 7�r 5 K 50 LT 1 I LT 18 80 BK 50 8 7 80 50 0 80 2807 T 9 BK 50 ;28407 LT 20 26 0 1 2521 14-A LT 14 LT 14-A BK 50 B-3 2 1 0 04 BK 50 T 4-A BK 5 252 LT 12 50 U BK50 LT10B a UUUU LT 13 1 LT 14 BK 50 320 L2�Q1 0 B-1 LT 11 Bhp BK 50 B LT 14-B BK 50 LT 8-A LT 5 23 � B B-5 LT 2 2 U ,� �0 LT 7 LT 2 LT 3e. �3�}�4j BK 50 BK 50 2 LT �o LT BK 50 181 UU ZS 409 tW 24" 0 201 LT 70-B LT 11 4718 4W am Opp LT 7 BK 50 1 BK 50 BK 50 LT 11 BK 50 LT8BK50 LT BK 50 Legend LT2BK50LT5 BK 50 200 Ft LT 1 LT 7-A BK 50 BK 50 LT 4 BK 50 Lt 12 Bk 50 Pearl Street Created by: Caleb Hill 0 110 220 440 660 880 Date: 11/21/2018 Feet Data: City of Nacogdoches Lt 12 Bk 50 Pearl Street Site Location Map LT 12 BK 50 U) Z m LT 2 BK 5 ,2807 2807 LT 22 BK 50 280 2� $07 LT BK5 LT756K50 �7 R�� LT 10-A BK 50 3007 LT 12 BK 50 Site Location LT 10-A BK 50 Legend LT 35-A BK 50 LT 3 LT 34 BK BK 5 Lt 12 B k 50 Pearl Street fg—anl 2908 Created by: Caleb Hill 0 55 110 220 330 440 Date: 11/21/2018 Feet Data: City of Nacogdoches LT 2368 50 BK 50 2807 80 �2807 2807 ]287 2807 2807 2807 LT 22 BK 50 280 2� $07 LT BK5 LT756K50 �7 R�� LT 10-A BK 50 3007 LT 12 BK 50 Site Location LT 10-A BK 50 Legend LT 35-A BK 50 LT 3 LT 34 BK BK 5 Lt 12 B k 50 Pearl Street fg—anl 2908 Created by: Caleb Hill 0 55 110 220 330 440 Date: 11/21/2018 Feet Data: City of Nacogdoches MUNICIPAL ZONING APPLICATION PROPERTY INFORMATION Street Legal Description ��11 Lot(s) 10A d' (? SV City Block Subdivision Subdivision Block_ PROPERTY OWNER INFORMATION: Name (as listed on the deed) U. W. G JA r L .4AJ is LLC Mailing Address F� thJ50.s 61EA% Ll) ©lD A Pci V4 - City AAd A P:. I n State 'lC-X Zip j9 l l 9 Daytime Phone Number (&V .3%6 4t — RS83 Signature M�Mf22A,JAron. pF• t_@fISE Qs�ME� t" i4 ifs+a/va/ APPLICANT INFORMATION Name I!F r i Z 0A.) W i/`E less �t Ga,x, Mailing Address Zip ?,57q 2q Daytime Phone Number (y= A R-1 R-2 R-3 R-4 M B-1 B-2 B-3 I-1 I-2 V ❑ ❑ Requested Zoning: A R-1 R-2 ❑ ❑ Type of Request: Specific Use Permit $300.00, ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ R-3 R-4 M B-1 B-2 B-3 I-1 I-2 N/A (SUP or Ho) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Zone Change Historic Overlay $300.00 No Fee Note: This request WILL NOT be accepted by the City UNLESS it is accompanied by the appropriate filing fee in the form of a check made payable to The City of Nacogdoches or by cash and the most current copy of the property deed, showing the owner listed on this application as the owner of the property. Date fee paid: Case Number City Of Nacogdoches Planning Department P.O Box 635030/ 202 E. Pilar Street, Nacogdoches, TX 75963 Ph. (936) 559-2571 - Fax (936) 559-2910 E N I verizonil SITE NAME • BAN/A LOCA TION CODE.- 446904 DRIVING DIRECTIONS: FROM HOUSTON SMTCH, TAKE US -290 EAST, 3.1 MILES. TAKE THE EXT TO SVM HOUSTON TOLLWAY NORTH, 12.2 MILES. CONTINUE ONTO T -8 BELTWAY EAST/SVM HOUSTON TOLWAY EAST, 7.3 MILES. TARE THE EXT ONTO I-69/US-59 NORM TOWARD CLEVELANO, 34 MILES. CONTINUE ONTU US -59 NORM, 21 MILE. CONTINUE STRNGNT TO STAY W US -59 NORM, 48.9 MILDS. TAKE THE US -59 NORM/TEXAS 287 LOOP ROMP TO NACOGDOCHES, 0.6 MILES. MERGE ONTO US -59 NORM/SOUM MEDFORD DUNE. 5.1 MILE SLIGHT RW ONTO US -59 NORM, 15.6 MILES. TURN LEFT TO MERGE ONTO SOUTHWEST STALNGS OWN, 4 M11 M. TURN RIGHT ONTO WEST AUSTIN STREET, 1.7 MILES. TURN RIGHT OM PEARL STREET, 0.1 MILES. THE SITE MU- BE ON THE RIGHT. PROJECT INFORMATION ENGINEER; TOWER ENGINEERING, INC. 303 WEST VERMIUIN ST. LAFAYETTE, U 70501 sun 130 TEL: (337) 888-7176 FAX: (337) 898-8863 aSURVEYOR, SW ENGINEERING GROUP, INC 158 BUSINESS CENTER DR. 81RMINGHPAI, A 35241 TEL (205) 2526985 PROPERTY OWNER: DAMO WESLEY CLARK 8506 GLENWOOD OR. AMARILLD. TX 79119 TEL (806) 354-9583 EMAIL DCLM 6EMEDLTD.COM PROJECT DATA: JURISOICNON CITY OF NACOGDOCHEs TONING N/A TYPE OF (DNSIRUCTION 11-8 TWE OF OCCUPANCY : U IBC 2012 LEASE AREA SEE SHEET C-1 GEOGRAPHIC COORDINATES: UTITUDE 31' 37' 48.328' N IDNGTUDE 94' 39' 20.279' W JITIMES, POWER COMPANY: TEL: ( TEL: (888) 313-8862 TELEPHONE COMPANY: Teo PROJECT DESCRIPDON: RAM D SITE MM A PROPOSED 120' MONOPOLE TOWER. INSTALL CONCRETE EQUIPMENT SIAS ANO CONCRETE SLAB MM DIESEL GENERATOR. PROJECT T-1 INFORMATION TILE SHEET AND PROJECT INFORMATION SURVEY, SU -1 SITE sum CMI . C-1 PLOT PUN C-lA AERAL OVERLAY C-2 SITE PLAN C-3 ENLARGED SITE PLAN C-4 DETALED EQUIPMENT UroIR C-5 TOWER ELEVAnM C-6 ANTENNA ORIENTATION PLM! C-7 ICE BRIDGE UYOUT C-8 FOUNDATION DETAILS ELECTRICAL ECTI;ICAL-E-1 E -1 - LTUw SERMMS AND GROUNDING PLAN E-2 EQUIPMENT CONWT ROUTING PUW E-3 GROUNDING DETAILS E-4 GROUNDING OETALS E-5 UPUW H -FRAME DETAILS E-6 UTRTY WIRING DIAGRAM AND PANEL SCHEDULE E-7 WELD CONNECTION DETAILS E-8 GENERATOR SPEVnD TIONS NOTES - N -1 GENERAL NOTES N-2 GENEWL ELECIRMN. AND GROUND NOTES Know what's below Call before you dig. verizon IIE9: NAMNCS MW/00 THE M,W9PONKIG REtlR MN NE 1HE RaUSNE flNPERIY OF WRER fM' ERKG, W. AND THEIR 15E AND RJHIGITON SW11 M RtSIPoCTED N THE GRKi1V1 HIE RA NNN IHEI AAE PRPMSD. wuI pkl4ta.ICINR pi RE•JGMIN NY W 9EIHW, IN MIRE d N RMB. N PROHIDRED C(LTPT W MEBER PBIB9HN RN ICXflV EKKLk'EtlNG MC, TOWER ENGMEERRNG, RIC. 303 WEST VERMIUON ST. SUITE 130 LAFAYERE, LA 70501 (337) 886-7176 TEL (337) 896-6663 FAX QNGMA 2920 IONGMAN Sr. SUITE 201 METNPoE, IA 70006 (504) 756-3112 TEL GEmaPn9n BY TATE PRHM. ISSUE .W 3/3Y/2015 2dIM0 RENEW 0/12/2018 9N& IAUE BL 0/20/A18 SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 STAMP HERE: cEOF T,6 %.4 iop.*� ...................../ DAVID M. ACKERMANN r..:.......... .............. rr-o�, 121 1 3 4 i 9-20-18 DRAWN BY: JIM CHECKED BY: OMA DATE DRAWN: 3/29/2018 M JOB N0: 12117-120-1001AM SHEET TITLE. TITLE SHEET AND PROJECT INFORMATION SHEET NUMBER: REV. N T-1 3 PARENT TRACT: Lots #10A & 12 of City Block 50, of Nacogdoches, Nacogdoches County, Texas According to the recorded map or plat thereof. CREEK DAVID WESLEY CLARK APN:17-050-0010-010000 FUD94' 31'37'48.37 NORTH NDE: 39'20.2.279' WEST 83) o JD ELEVATION: 326.5' MEAN SEA LEVEL (NAVD88) m9 D Z BONITA '� a o � SURVEYOR'S NOTES w c 1. This is a Rowland Tower Survey, made on the ground under the supervision of a Texas Registered Land Surveyor. Date Un 0 of field survey is October 2, 2017 D \• `\ 2. The following surveying instruments were used at time of field visit: Nikon NPL -352, Total Station, Reflectodess and Hear O + Legacy E RTK, GD 1HZ. 0 3. Bearings are based on Texas Central State ordinates 83 GPS observation. o ti underground utilities, underground encroachments or building foundations were measured or located as a part of this 4. chm is gf \ survey, unless otherwise shown. Trees and shrubs not located, unless otherwise shown. ve O p 5. Benchmark used is a GPS Continuously Operating Reference Station, PID C01102. Onsite benchmark is as shown hereon. 7r ons shown are in feet and refer NAVD 88. Z This survey was u a Tower Survey only, and o not intended delineate the 6. This any for the purpose < ` io local or local board, commission or other similar entity. regulatory jurisdiction of any federal, state, regional it re n of 0.999941780 m been, 7. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproduction. This should be taken into consideration when obtaining scaled data. H - 0 Z 8. This Survey was conducted with the benefit of an Abstract Title search as referenced hereon. LEGEND 9. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the proposed centerline of the tower are O = 5/8" REBAR SET accurate to within +/— 20 feet horizontally and to within +/— 3 feet vertically (FAA Accuracy Cade 1A). 10. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board for a Class "A" Survey. 11, Field data upon which this map or plat is based has a closure precision of not less than one—foot in 15,000 feet (1':15,000') and an angular error that does not exceed 10 seconds times the square root of the number of angles turned. Field traverse was not adjusted. ZR1 K 12. This survey is not valid without the original signature and the original seal of a state licensed surveyor and mapper. ASTURE-r = POWER POLE 13. This survey does not constitute a boundary survey of the Parent Tract. Any parent tract property lines shown hereon `/ ere from supplied information and may not be field verified. 14. Right—of—way line for Pearl Street is per information from Nacogdoches County, Texas right—of—way GIS website. (iJ 15. Zoning' (as supplied by client) W W W TO Zoning District: Agriculture W C� C CREEK DAVID WESLEY CLARK APN:17-050-0010-010000 FUD94' 31'37'48.37 NORTH NDE: 39'20.2.279' WEST 83) o JD ELEVATION: 326.5' MEAN SEA LEVEL (NAVD88) m9 D -TEXAS RIO DEL ORO LTD APN:18-409-5000-014000 W x3265' 4' IRON s x3244' T FENCE I � 1 ILEASE AREA 40' INGRESS/EGRESS AND UTILITY EASEMENT W 0.04 ACRES 1 0.03 ACRES± �1 / N N 85°09'44' E 40.00' o. W o to PRE MNARY� � �� CENTER N � m � OF o PASTURE o TOWER I N 85°09'45 E °: M 29.00'± x324.2' £ a 49A'± / p O y=1 '4° W 4000' rtW x327.3' x328.5' D / f N LWOODED� °J W W SURVEYOR'S CERTIFICATION H- I certify that oil parts of this survey and drawing have been completed in accordance with the current requirements of the Standards of Practice for Surveying in the State of Texas to the best of my knowledge, information, and belief. 4' IRON FENCE PRELIMINARY UNTIL FINALIZED WITH SIGNATURE AND SEAL William H. Sommerville, III Texas License No. 6094 _op_ —oP- x331.2' LP TEXAS RIO DEL ORO LTD APN:18-409-5000-014000 VOLUME 863, PAGE 811 0 20' 40' SCALE: 1 " = 20' I 00 A '� a CONVERGENCE PARENT PARCEL w c 0 Un 0 DAVID WESLEY CLARK � _ O APN:17-050-0012-000000 j 0 o A m 7 W n Ph 2'01' E v, - II Z -TEXAS RIO DEL ORO LTD APN:18-409-5000-014000 W x3265' 4' IRON s x3244' T FENCE I � 1 ILEASE AREA 40' INGRESS/EGRESS AND UTILITY EASEMENT W 0.04 ACRES 1 0.03 ACRES± �1 / N N 85°09'44' E 40.00' o. W o to PRE MNARY� � �� CENTER N � m � OF o PASTURE o TOWER I N 85°09'45 E °: M 29.00'± x324.2' £ a 49A'± / p O y=1 '4° W 4000' rtW x327.3' x328.5' D / f N LWOODED� °J W W SURVEYOR'S CERTIFICATION H- I certify that oil parts of this survey and drawing have been completed in accordance with the current requirements of the Standards of Practice for Surveying in the State of Texas to the best of my knowledge, information, and belief. 4' IRON FENCE PRELIMINARY UNTIL FINALIZED WITH SIGNATURE AND SEAL William H. Sommerville, III Texas License No. 6094 _op_ —oP- x331.2' LP TEXAS RIO DEL ORO LTD APN:18-409-5000-014000 VOLUME 863, PAGE 811 0 20' 40' SCALE: 1 " = 20' I 00 '� a CONVERGENCE I J w c 0 Un 0 i 1 0 � _ O mZ j 0 DECLINATION A m 7 W n Ph 2'01' E W - II Z COMBINED SCALE FACTOR I 0 0 0.999941780 0 I® H - 0 Z O LEGEND r�T�11I 1 O = 5/8" REBAR SET 1/2" CAPPED REBAR (SAMSON) ONE STORY HOUSE BOWIE STREET (PUBLIC RIGHT—OF—WAY) ASPHALT PAVED 17-2869 u, 3n3 ouGao� vii GRID TO TRUE NORTH '� a CONVERGENCE >_ w c 2'55' W 3w J znr TRUE NORTH TO MAGNETIC j 0 DECLINATION (a �$> 2'01' E W - w COMBINED SCALE FACTOR 0.999941780 0 H - 0 Z LEGEND O = 5/8" REBAR SET • = FOUND PROPERTY MARKER ♦ = CALCULATED POINT K = POWER POLE ® = SEWER MANHOLE O = CURB INLET Ah ir- TEMP. BENCHMARK 0 C (NAIL IN POWER POLE) ELEV.=333.29' — KOOO.O'= SPOT ELEVATION n 0 C7 > N C tT0 � 6 E d ro E ��¢m3 = TREE UNE W ry -- = RIGHT-OF-WAY > j a�6 E OVERHEAD POWER > rO Ew FI non NMF (0 m du By graphic platting only, the subject property appears to lie in Zone "X" of the Flood Insurance Rate Map Community Panel No. 48347CO195C, which bears on effective dote of May 20, 2010 and IS NOT in a special flood hazard area. Zone 'X': Areas determined to be outside the 0.29° annual chance floodplain. _0p— 20171583482 446904 LOT 12, BLOCK 50 OF CITY OF NACOGDOCHES NACOGDOCHES COUNTY, TEXAS d 8 E m m 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 11 9 & � 1 � 1 1 g 1 1 1 1 PROP UNE fl UNE 1 1 1 1 1 1 11 1 1 1 mlX DAVID WESLEY CW AP4:I7-050-0010-010D00 PROPERTY UNE PARENT TRACT MMD WE UL CLARK W14:17-050-0012-000000 PROPERTY / UNE PROPOSED 120' MONOPOLE TOWER LAT. 31' 37' 46.328' N LON: 94' 39' 20.279' W GROUND ELEVATION: 326.5' LEASE AREA 40' X 40' (1,600 SO. FT.) (0.0367 ACRES) 11 1 19 9. 1 R16M. rs511E M 3/99/2019 ZO .ffNEW K 9/12/4016 nH 1591E 9L 9/20/2018 RIGHT PROPERtt UNE V N n9x oRA91x¢ MIo/G nE AECgRM61N0 SPFgFlGiI(9i N£ TE DICLU3YE RpPFRrc OT TMER DNRQRNO, NC. MIO MRUSE ANO =W EBV RIRIG1991 SKNL 6E RESIPoCIDI Tl 6R OMRNLL 9R: Rlfl MMg1 TIEY Nff W2PN6➢. Rl&E RfRtlIWCROX OR R91GWW BY NW IEIIIOD, W R1BM19d1 %NM lW W G 5 RRIF®IfD ENCEPff B! MWIIDI Fl19Y 1W.9t E1NiMElUXG WG s TOWER ENGINEERING, RIC. 18V 303 WEST VERMIUON Sr. SUITE 130 LAFAYETE, LA 70501 TT� (337) 886-7176 TEL (337) 896-6663 FAX 2920 KINGMAN ST. SUITE 201 METAIRIE, LA 70006 (504) 756-3112 TEL PROPOSED VFMZON WIRELESS_' Q WIDE ACCESS/URU11' R.O.W. TEXAS RIO DEL ORO LTD APN:18-409-5000-014000 VOLUME 863, PAGE 811 1 EXISTNG - - - - - - - HOUSE� I BOWIE STREET E%IST NG HOUSE DAVID M. ACKERMANN 4-. 12 113 4 9-20-18 DRAM U!: 8L CHECKED BY: DMA DATE DRAWN: 3/29/2018 Ml JOB NO: 2117-120-1001:048 SHEET TRI: PLOT PLAN C-1 13 xa. o9scwRnoN ar EATE 1 R16M. rs511E M 3/99/2019 ZO .ffNEW K 9/12/4016 nH 1591E 9L 9/20/2018 RIGHT OF WAY UNE 1 _ — SITE NUMBER: 1 m I y 446904 EXISTING 1 HOUSE SITE NAME: 9 BANIA x I PROPOSED DRIVEWAY (SEE SHEET C-2 POR DUNLS) SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 UlnNL.v--� STAMP HERE: HOUSED PROPOSED VFMZON WIRELESS_' Q WIDE ACCESS/URU11' R.O.W. TEXAS RIO DEL ORO LTD APN:18-409-5000-014000 VOLUME 863, PAGE 811 1 EXISTNG - - - - - - - HOUSE� I BOWIE STREET E%IST NG HOUSE DAVID M. ACKERMANN 4-. 12 113 4 9-20-18 DRAM U!: 8L CHECKED BY: DMA DATE DRAWN: 3/29/2018 Ml JOB NO: 2117-120-1001:048 SHEET TRI: PLOT PLAN C-1 13 l SCALE: 1"=100' i16Y CRIWINS NW/OR TME MXYNIPNN9IC S4ECFIGiMN IIS iM IXCYlISN£ PM]PERIY 6 IOMFR FNg1f99NC, OIC. IND ,IE1R 9ff MD vuWr.NmI SrnL 9E 135I91:Im m nc aRc9uL SOE fOR YAOW 1MfY NiE PIEPME➢. RELLS£. OR N NEP.9LGW'IIDR R.HI a B( IM! MEM00, W 9NOIE M W.5 P2pIBRD IXGdfM WWR11 FFIIY�LM fRDY 1U9FN wtzNFmN4 MC. TOWER ERORIEERWO, MC. —_ 303 WEST VERMILION ST. SUITE 130 IAFAYETTE, LA 70501 T� (337) 886-7176 TEL (337) 896-6663 FAX IQNGMA 2920 gNGMAN ST. SURE 201 METAIRIE, LA 70006 -A (504) 756-3112 TEL REVISION Na. D¢wIPDDN w mm PREIM. 5 E R 3/19/1018 p 3CIRM fQNEW NL 9/12/901N i11NL S.WIE BL 9/d/1010 SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NAOOGDOCHES, TX 75961 q-20-1-8 DRAWN BY: BL CHECKED BY: DMA DAIS DRAWN: 3/29/2018 TO JOB N0: 2117 AERIAL OVERLAY SHEET NUMBER: REV. I C -1A 3 -120-f OOlA4N AERIAL OVERLAY SHEET NUMBER: REV. I C -1A 3 t a j FIBER NOTES: • ADD (1) ADOTOONAI. 2' CONDUIT FOR DARK FIBER (2 TOTAL) IF REQUIRED BY LOCAL MARKET FACILITIES, VERIFY PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO EACH CONDUTh •• VERIFY EB" REQUIREMENTS WITH TELCO PROVIDER PRIOR TO CONSTRUCTION. PROPOSED 720' MONOPOLE TOWER (ADD 2 PULL STRINGS TO EACH CONUUTT) IAT.- 31' 37' 48.328" N LON: 94' 39' 20.279" W GROUND ELEYA770N: 326.5' PROPOSED 2-1/2' UNDERGROUND CONDUIT WITH PULL ROPE FROM NEW POWER POLE TO NEW 2" METER (BY ELECTRICAL CONTRACTOR) (URUIY COMPANY TO SUPPLY WIRE) (2]0') A i II II 1 ROPOSED (1) 2.9 CONOUB FOR DMH FIBER•' AND (1) 2'9 CONDUIT FOR EBI IF NEEDED•• FROM NEW HAND HOLE AT RIGHT OF WAY TO NEW TELCO r BOX ON UTIM' H -FRAME (170') / II 1 \ I v I I 1 i sl , 1 I I 1 1 1 I 1 I i YER7ZON WIRELESS LEASE AREA 40' X 40' (1,600 50. Fr..) (O.OJ67 ACRES) PROPERTY UNE x327.3� II 1 CONTRACTOR TO INSTALL 20' ROAD ACCESS GATE (SEE ROAD ACCESS GATE DUAL ON THIS SHEET) r -✓ y PROPOSED VERIZON WIRELESS M' WIDE ACCESS/UTILITY R.O.W. POWER VERIZON WIRELESS TO SUPPLY AND INSTAL. 17' 3 *.36' DEEP HANDHOLE AT RIGHT OF WAY UNE it IF m -1 I ' 1 R PROPOSED DRIVEWAY (SEE 1 DRNEWAY DETAIL ON THIS SHEET) / (240' DISTANCE FROM SITE) � I J g RIGHT OF WAY UNE R NOTE; ACCESS GATES SHALL HOT OVERLAP -FINISH GRADE SURFACE1PLUNGE MINIMUCLM GATE-/. B X 3'-6' IL ' INC. PIER (TwJ R BAR LATCH h STOP 9m X Y. WELD CANE HOLO BUCK LOCATION GATES TO OPEN 99 OR NLP WIDTH OF OPENING: (11'PIGL FOR 2 PLACES) LOCK AND CHAIN TO BE WETR POINSTPLLED ON ACCESS RDAs GUTS r I PROPOSED 6' THICK CONCRETE APRON WITH 6X6-W4XW4 WWF (SEE DETAIL ON THIS SHEET) BAR STOP R 4' MED POST WITH BMCNFC 1. GALVMIZE OR ALUMINUM CATTLE TYPE GATE (LOCH. FARM SUPPLY). 2. ALL GATES ME TO BE INSTALLED AT LEAST 25' OFF THE ROADWAY, TO ALLOW PULLOFF AREA. GENERAL NOTES 61 CONCRETE 6%6-W4XW4 WWF DRNEWAY APRON xx x b )POSED GRAVEL DRIVEN (SEE SHEET C-3 FOR GRAVEL ROAD DETAIL) ROAD EDGE OF ROAD TmmE RWIHfS MONK THE A=WIPAITNO SEOHGA R NE THE 0gllS1E PROPERTY OF HRAR EIMMANO. INC. AD TRDR AE Aw R6INANN B W IESTNCIED N THE R9MNM SIE FOR N11C4 THEY NE PMPMED. maL MPAQNICINN OR INIRNA110N B! ANY MEOKO, N M 9R N PMR. 6 IW M11E0 EXCEPT w W.mN FW m FROM T M:2NBRN0 N0. TOWER ENGIINEERNiG, INC. 303 WEST VERMILION ST. SUITE 130 LAFAYETTE, LA 70501 45) (337) 886-7176 TEL (337) 896-6663 FAX 2920 NINGMAN Sr. SUITE 201 METAIRIE. LA 70006 (504) 756-3112 TEL REsrnPnaH HY .• a,' 9a 3/29/2U18 � r• t• FINAL R4+E a 9/20/2019 ROAD EDGE OF ROAD TmmE RWIHfS MONK THE A=WIPAITNO SEOHGA R NE THE 0gllS1E PROPERTY OF HRAR EIMMANO. INC. AD TRDR AE Aw R6INANN B W IESTNCIED N THE R9MNM SIE FOR N11C4 THEY NE PMPMED. maL MPAQNICINN OR INIRNA110N B! ANY MEOKO, N M 9R N PMR. 6 IW M11E0 EXCEPT w W.mN FW m FROM T M:2NBRN0 N0. TOWER ENGIINEERNiG, INC. 303 WEST VERMILION ST. SUITE 130 LAFAYETTE, LA 70501 45) (337) 886-7176 TEL (337) 896-6663 FAX 2920 NINGMAN Sr. SUITE 201 METAIRIE. LA 70006 (504) 756-3112 TEL REsrnPnaH HY mm PRELIM. iS JR 3/29/2U18 30NINC RLL 9/12/2018 FINAL R4+E a 9/20/2019 SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NACOGDOCHTS, TX 75961 STAMP HERE: LINE 'DAVIDMACKERMANN .......................... A �r ;. 12 113 4 r.Q 9-2-0-18 DRAWN BY: BL CHECKED BY: DMA DATE DRAWN: 3/29/2018 TEE JOB N0: 2117-120-1001:046 SHEET TITLE: SITE PLAN SHEET NUMBER: REV. C-2 3 PROPOSED 6' CRUSHED STONE W/412" COMPACTED FILL UNDERLAIN WHTIH GMM)7ILE FABRIC (SLOPE COMPACTED RLL 2:1 OUTSIDE OF SITE FENCE AREA) (SEE SITE TREATMENT NOTES, RLL NOTE AND CRUSHED STONE DETNL THIS SHEET) TOP Of STONE = 327.5' I I 1 a PROPOSED I MIGN BY HERS) (DESIGN BY OTHEPS) PROPOSED CONCRETE TOWER MVNMMN (DESIGN BY OTHERS) I x PROPOSED ICE PROPOSED U lL H 2" METER AND - "W—X— OF STONE - 327.5' PROPOSED 6' CHNN-UNK FENCE TOPPED W/ 3 STRANDS OF EMBED WIRE AROUND ENTIRE SITE MEA (7' OVFRALL FENCE HEIGHT) (SEE GATE Ar FENCE MAL THIS SHEET) DUALS) 21'_7" m TOP OF STONE _ 0 OF STONE = DSED 12'-0" DOUBLE CAM (SEE N FENCE DETNL THIS SHEET) FENCE GEOTOMLE FABRICMETAIRIE, HEIGHT) ENCOUNTERED MEAS WHICH COWAN WEA(, YIELDING OR THEM OPAAl1a5 µ0/0R THE IM]MP~ 1. CONTRACTOR TO ADEOUATELY GRUB ESS ROAD PUMPING SOIL MATERIALS, SRORTAWN WE THE mum wEffY OF AMEN pR.M6AM4. NTG NO THBR M Am ALL STONE PLACEMENT AREAS FOR CEOTIXRLE FABRIC FROM PLL FOUNDATIONS S PRIOR TO PLBUTAIWN 9WL BE IE4NfAfD m RE OIR.TN•L THE FULL LENGTH OF THE ACCESS 4. IF URGE MITTGATION AREAS ME ME FOR wH THEY NE iwP . Rea, ROAD INS A.LATON. COMPACTED OBSERVED. THE CONTRACTOR IEIMIIAICRQH JR PNAGRN BY M6' MERKO, N u 1 6' OF IXISiBNC GROUND Mp SHOULD CONTACT THE ENGINEER wRRE OR N PMT, 6 PROMBBO E1(CFPT BY 2. CONTRACTOR TO PROOF -ROLL THE REPLACE WITH 6' COMPACTED FILL FOR ADDITIONAL ROAD INSTALLATION MERfN PWI590N iRom � OHONDRxO. NG GRUBBED AREA WITH A /610 STONE DETAILS, WEIGHTED -RUBBER TIRED VEHICLE GRAVEL ROAD DETAIL 5. CONTRACTOR TO REFER TO THE SITE QwKmmEwa=t — 303 WEST VERMILION ST. 3. CONTRACTOR SHOULD MITIGATE AIL FENCE GEOTOMLE FABRICMETAIRIE, HEIGHT) ENCOUNTERED MEAS WHICH COWAN WEA(, YIELDING OR THEM OPAAl1a5 µ0/0R THE IM]MP~ OATS DRAWN: 3/29/2018 PUMPING SOIL MATERIALS, SRORTAWN WE THE mum wEffY OF AMEN pR.M6AM4. NTG NO THBR M Am CEOTIXRLE FABRIC FROM PLL FOUNDATIONS S PRIOR TO PLBUTAIWN 9WL BE IE4NfAfD m RE OIR.TN•L REVISION 4. IF URGE MITTGATION AREAS ME ME FOR wH THEY NE iwP . Rea, 12 CONTRACTOR 10 CLEAR Mp GRUB OBSERVED. THE CONTRACTOR IEIMIIAICRQH JR PNAGRN BY M6' MERKO, N u 1 6' OF IXISiBNC GROUND Mp SHOULD CONTACT THE ENGINEER wRRE OR N PMT, 6 PROMBBO E1(CFPT BY COF COMPACTED REPLACE WITH 6' COMPACTED FILL FOR ADDITIONAL ROAD INSTALLATION MERfN PWI590N iRom � OHONDRxO. NG * tf9 RLL POSITIVE DRANAGE OF WATER AWAY FROM ALL FOUNDATIONS. DETAILS, TOWER ENGNIEERWO, INC. GRAVEL ROAD DETAIL 5. CONTRACTOR TO REFER TO THE SITE GEOTECHNICAL REPORT FOR — 303 WEST VERMILION ST. NOT TO SCALE ADDITIONAL INFORMATION. SUIS 130 LAFAYETTE, LA 70501 RECOMPACTED GROUND SITE TREATMENT NOTES- 2' p5] CRUSHED � (337) 866-7176 TEL AND RLL MATERIAL — ALL SIDES OF fi' CHNN LANK STONE ON TOP FENCE 1 4" /810 CRUSHED _ 1. 8 CRUSHED STONE INSIDE FENCING UNE UNDERWN BY GEOTEXTIE FABRIC, SEE CRUSHED STONE DUAL (337) 896-6663 FAX SITE. CONTRACTOR TO REMOVE (7' OVERALL STONE AS BASE THIS SHEET. 2920 NINGMAN Sr. SUITE 201 VEGETATION, BREAK UP SLOPED FENCE GEOTOMLE FABRICMETAIRIE, HEIGHT) 2. THE CONTRACTOR SHALL MNNTNN LA 70006 OATS DRAWN: 3/29/2018 AWAY ADEQUATE SURFACE DRAINAGEPRIOR (504) 756-3112 TEL FROM PLL FOUNDATIONS S PRIOR TO REVISION THE INITIATION OF CONSTRUCTION I 12 OPERATIONS AND AFTER COMPLETION xo OTsvaRnOR RY IMi6 u 1 CONSTRUCTION. 1 PRF11M WLE as 3/211/2x16 COF COMPACTED 3. GRADES SHBE SET TO ENSURE ALL zoxlxc IUA16w al P/12/2x1e * tf9 RLL POSITIVE DRANAGE OF WATER AWAY FROM ALL FOUNDATIONS. FlLu155JE RL s/x0/2x16 (SEE NOTE 5) 4. SEE GEO-TECHNICAL REPORT FOR — L SITE PREPARATION RECOMMENDATIONS. RECOMPACTED GROUND S. CONTRACTOR TO PLACE BACKFILL _ AND RLL MATERIAL — ALL SIDES OF SITE. CONTRACTOR TO REMOVE SITE NUMBER: VEGETATION, BREAK UP SLOPED CRUSHED STONE DETAIL SURFACED STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL SO FILL 446904 NOT TO SCALE MATERIAL WILL BOND WITH EXISTING SURFACE. SITE NAME: 12'-0• FENCE DETAIL NOTES 41 DROP BAR LATCH 1. FABRIC: 12-1/2 GAUGE MINIMUM. R BANTA CATS (LOCKABLE WfTH POSE PADLOCK) I 2. FIBRIL TIES: MUST HE MINIMUM THE SAME GAUGE OF THE FABRIC. 3. FABRIC TIE SPACING ON THE TOP SITE ADDRESS: �rCHNN NKN ' TIES PoSIS, PEARL STREET ,) i-s/aY 3/e., EVENLY SPFIVE ED.BETWEEN NACOGDOCHES, TX 75961 GATE 4. FABRIC TIE SPACING ON UNE PO515: TRUSS BRAZE ROD FIVE, EVENLY SPACED. STAMP HERE: HINGE 5. TOP RAL SHALL RE USED. ' ` 6. POSTS SHAH. BE EMBEDDED TO OF TS 11 ;� 'O WITHIN V FROM THE BOTTOM OF ^c It THE FOUNDATION. ; .••S �1 • •••*, 7. THE BOTTOM OF THE FENCE MAY*:• NOT CHEM THE CONTOUR OF THE .. o .� GROUND BY MORE THAN 3•. ............................. .I DAVID M. ACKERMANN o. r... .. GATE STOP FOOTING INSERT .......................... 21 11n,3�4'�i � 'o : 121134 ANUAPTAB�N GAVE UTCHP USED) r,IO'C.C'76'C/nI RR H•=YC�r� 9-20-18 DRAWN BY: BL CHECKED BY: OMA OATS DRAWN: 3/29/2018 TELL JOB NC: 2117-120-1001:046 SHEET TIRE ENLARGED SITE PLAN SHEET NUMBER: REV. B c 3 1' 0 I' 2' 3' 1 ORMAN85 N10/OR TIE MMYJIYI K SPECFMAMM /AE INE uaO PRW WIY OF T O CINEE WI NC. Ntll MDR LSE MIO H191GMKK1 9VLL ff RfBXXCIE9 Nl ME ORI9NIL 3RE FOA XMIEN MFY TAE FREPAXEO. RRSE Rf➢1✓OWCIXIN OR P091tlJpX 8Y Mtt 4DMOD, N IXIOIE OP & PNff. 5 PROX5RE0 IXCFPf Hl MRTIF21 PD9159M1 iW12 10'NE9 fMAN{RdNG, MC. TOWER ENGNEE RRIG, INC. 303 WEST VERMIUON ST. SUITE 130 IAFAYETTE, LA 70501 (337) 886-7176 TEL (337) 896-6663 FAX 2920 KINGMAN ST. SUITE 101 METAIRIE, IA 70D06 (504) 756-3112 TEL REVISION No. GLsma m w mw 1 FlCIIM. ISSUE JN 3/29/2010 ZONING RENE'N & 9/12/2018 FlNOL 15511E NL 9/20/2018 SITE NUMBER: 446904 SITE NAME: BANTA SITE ADDRESS: PEARL STREET N4000DOCHES, TX 75961 STAMP HERE: .101 0 /Y�►/IVTj .............................. . DAVID M. ACKERMANN ............................., q. 12 113 4 9-20-18 DRAWN BY: BL CHECKED BY: 01M DATE DRAWN: 3/29/2018 71 JOB N0: 211)-120-1001:048 SHEET TITI E: DETAILED EQUIPMENT LAYOUT SHEET NUMBER: REV. / C-4 3 JOB N0: 211)-120-1001:048 SHEET TITI E: DETAILED EQUIPMENT LAYOUT SHEET NUMBER: REV. / C-4 3 r K1 as ok ;USE AS REQUIRED) VERIZON 'WIRELESS, -6, ANTENNA LOCATNJN ELEV: ±117' AG.L TIEY OR4MX05 MA/OR THE MXLMPNIYING SPFORG1gX NS THE W. . M M RROPFRIT K lOEFR PtRH4•AINC, IND MR WE AND PD9A"A1191 9141 2E RE0Dd D 1HE ORIGNNL 9R FQI MAM iMEY NE BOPWSD. RE16E, � OR Fl9MATAN B! MY IE1H00, N Mlp£ W N PMT, 6 PN0119Rp IXf£pf BI MldllFll PpNII55MIN FROM ,OIfR PAYFfl81n NC. TOWER ENOWEERNO, NC. _—_ 303 WEST YERMIIJON ST. SURE 130 LAFAYETTE, LA 70501 (337) 886-7176 TEL (337) 89 FAX 2920 KINGMAN INGMAN Sr. SUITE 201 METAIRIE, to 70006 (504) 756-3112 TEL REVISION 110. RSOtlFlpH BY DAM i PFtiH. iswE JN N/z2/m1e zaxuc Neter m 2/Iz/2ote RI IMUE Bl 2/20/2010 SITE NUMBER: 446904 SITE NAME: BANTA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 MP HERE: i k: .......................... DAVID M. ACKERMANN ............................. 121134 9-20-18 DRAWN BY: el CHECKED BY: OMA DATE DRAWN: 3/29/2018 TEI JOB N0: 2117-120-1001:040 TOWER ELEVATION SHEEP NUMBER: REV. I C-5 3 SECTOR 3 GAMMA 27O 8 A -W LEL\� �e1 NOTE: CONTRACTOR SHALL LEAVE 5' OF SI -ACK FOR PLL FIBER CABLES TO BE WRAPPED AND STORED IN PROPOSED FIBER MANADEMEW BOXES (OVP9). ..•.• i�' •: • NOTE, VERIFY RF DESIGN SPECIFICATIONS WITH RFDS PROVIDED BY CONSTRUCTION ENGINEER. T � WM/9R 1NE WXO9PIM910 9ECMGIIMI WE 9E IX0.U4�E PIAPEMY ff IORER EXSMIMNO. MF M10 1HDR USE MM PU TOII 4921 9E MMIM01♦D 10 ME OML.lN 9IE MR MMM ME WE PIEPME➢. IE ML RBMOOL01pN OR PUB W, M OM! IETIW. M MMIE mw PM.. M f9CNB4D E C H/ MLIIFM RRIW PM1R MMBI EWbmp10. MC TWO ENOMFI IG, W. — 303 WEST VERMILION ST. SURE 130 LAFAYETTE. LA 70501 •••�� (337) 686-7176 TEL p (337) 896-6663 FAX KINGMA 2920 gNGM4N ST. SURE 201 METAIRIE, LA 70006 (504) 756-3112 TEL OESCRIP BY DATE RRL1M. 1411E JR 3/29/2018 ZOMNO R m ®®®® 2/12/2018 A. IMUE BL 1E P - B 1• ®-® 0 0 mr/MMEN hili O%%%/ ©o ilii, ®©moo � o a ®® MEMOo: .. o EW/ RRH 2100 LTE HYBRIDMEN= EISGA RRH4X45 FI-21® ARRESTORRAYCAP SURGE FIBER MANAGEMENT :. T � WM/9R 1NE WXO9PIM910 9ECMGIIMI WE 9E IX0.U4�E PIAPEMY ff IORER EXSMIMNO. MF M10 1HDR USE MM PU TOII 4921 9E MMIM01♦D 10 ME OML.lN 9IE MR MMM ME WE PIEPME➢. IE ML RBMOOL01pN OR PUB W, M OM! IETIW. M MMIE mw PM.. M f9CNB4D E C H/ MLIIFM RRIW PM1R MMBI EWbmp10. MC TWO ENOMFI IG, W. — 303 WEST VERMILION ST. SURE 130 LAFAYETTE. LA 70501 •••�� (337) 686-7176 TEL p (337) 896-6663 FAX KINGMA 2920 gNGM4N ST. SURE 201 METAIRIE, LA 70006 (504) 756-3112 TEL OESCRIP BY DATE RRL1M. 1411E JR 3/29/2018 ZOMNO R m BL 2/12/2018 A. IMUE BL 9/20/2018 SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 �l,=—:1l ............................. DAVID M. ACKERMANN .............................. 9-20-19 DRAWN BYm: BL CHECKBY: DMA GATE DRAWN: 3/29/2018 iFJ JOB N0: 2117-120-1001:018 SHEET TITLE ANTENNA ORIENTATION PLAN NUMBER: REV. / C-6 13 E 0 ICE BR/DG£ TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR UPPORT BRACKET OR EQUAL Ctt .) 1 11 \ WAVEGUIDE BRIDGE I. \ SUPPORT BRACKETS IY (ANDREW WB—LB24-3 OR EQUIVALENT) -( \ iRAPE2E KIT BY FL _ ANDREW _ �•j1NP�cII1 GPS ANTENNA PS ANTENNA PIPE MOUNT SHEET E-4) ICE BRIDGE ELEVATION NOT TO SCALE T eq. otsvenYJx H! M1E 1 Pxml. 65uE m ]/ZB/301e ZRMf ILL w BL 9/12/3018 914 ISSUE ML 9/'111/201B SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET T.A4000D(1CHES, TX 75961 DAVID M. ACKERMANN 12 113 4 4-20-18 DRAWN BY: BL CHECKED BY: OMA DATE DRAWN: 3/29/2018 TF1 JOB NO: 211)-120-1001:048 SHEET TITLE: ICE BRIDGE LAYOUT GROUND SHEET NUMBER: REV. C-7 3 11Eff LPAM9108 I1Q/011 THE WSOIIP/M111Y. SPEWIGIBN IPE 1K EMclusc PMPFAtt IF RmR O'gM3MXc, NC. NJp TEIR AE NM mlId a4N1 fE FEti1N1:1E0 m 1HE ORIMUl WE RR W9011HEY N PREPIIE9. REEL 18WN01KTN81 m Wa um m NW 1l , IN 1 ME OR N PMR, 6 P0.0NBIfEO IXCEPf IN WBRFM PF1811S40N fMXI AWR pANNR19N0, W. TOWER ENGNEERNG, NC. -- 303 WEST VERMILION ST. SUITE 130 LAFAYETTE, LA 70501 �PROPOGEO 3• %—STRONG PIPE _ (337) 886-7176 TEL (337) 896-6663 FAX W/PIPE W2920 ST. A SUITE201 rrE zot METAIRIE. LA 70006 TOP Ol, (504) 756-3112 TEL. GPS ANTENNA PS ANTENNA PIPE MOUNT SHEET E-4) ICE BRIDGE ELEVATION NOT TO SCALE T eq. otsvenYJx H! M1E 1 Pxml. 65uE m ]/ZB/301e ZRMf ILL w BL 9/12/3018 914 ISSUE ML 9/'111/201B SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET T.A4000D(1CHES, TX 75961 DAVID M. ACKERMANN 12 113 4 4-20-18 DRAWN BY: BL CHECKED BY: OMA DATE DRAWN: 3/29/2018 TF1 JOB NO: 211)-120-1001:048 SHEET TITLE: ICE BRIDGE LAYOUT GROUND SHEET NUMBER: REV. C-7 3 SHEET NUMBER: REV. C-7 3 EXTEND TO 3 CONCRETE SCALE: 1/2"=1'-0' 10' -0 - EXTEND 6X6-W4XW4 WWF TO �3" FROM EDGE OF CONCRETE 4000 PS CONCRETE (SEE NOTE B) EQUIPMENT FOUNDATION ELEVATION 1' 0 1' 2' SCALE: 1/2"=1'-0' PS CONCRETE NOTE 8) NON-ORGANIC FILL (COMPACTED TO 983[ DENSITY) RECOMPACTED GROUND P CONDUIT SNB -UP AREA) GENERATOR FOUNDATION PLAN 1 0 1' 2' EXTEND szs-w4Xw4 wNF ro 3• FROM EDLP OF CONCRETE SCALE: 1/2"=1'-0' CONDUIT SNB -UP 4000 PSI CONCRETE 3• 8• EXTEND 6X6-W4XW4 WWF TO (SEE NOTE 8)� W`I r3• FROM EDGE OF CONCRETE 4000 PS CONCRETE (SEE NOTE B) RECOMPACIEO GROUND NON-ORGMIC FILL(COMPACTED TO 98% DENSITY) GENERATOR FOUNDATION ELEVATION 1' 0 1, 2' SCALE: 1/2"=l'—O' mESE OPIXN65 Mw/aR TXE ADmMPxHmc SPEp6GTON TIE RIE EX(1L19•E RROPWfY dF mRR BIRYFAPIC. NG Np MR UTE .Vp PLH RR w AWL ff RESINL'IED m RE QNxu RIE EQT MN mEY RE KII Of Im6E MPIAUILT IN AI P191GT011 BT AW T BY N MHQE M N mmT. 6 M IGoi FD E(mu, ARTFN PWI690N iAON IORDi DgMWXO, NG TOWER ENONEERNO, NG 303 WEST VERMILION ST. SUITE 130 LAFAYETTE, LA 70501 � (337) 686-7176 TEL (337) 896-6663 FAX IONGMA 2920 gNGMAN ST. SUITE 201 METAIRIE, LA 70006 TT6 (504) 756-3112 TEL REVISION NJ. OfXWP11IX1 HY GlE 1 PIR1M. 1551£ Jfl 3/R9/R(I+! z z0111ryC RMEW el 6/+2/i(I+e RZY ME BL 0/10/1018 SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 y:.••. _..aSl•11 k: •:11 DAVID M. ACKERMANN .............................. GENERAL NOTES ff op• 121134 *Qi CONCRETE A ALL CONCRETE SHALL CONFORM TO THE SPECIFICATIONS FOR SIRUCTIRAL CONCRETE FOR BUILDINGS, ACI 318 (LATEST EDITION). 8. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE & SHALL DEVELOP 4000 051 COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE MIX DESIGN 5-1/2 SACKS MINIMUM PER CUBIC YARD. 4' MAXIMUM SLUMP, 3/4" MAXIMUM AGGREGATE. USE TYPE 1 OR 11 CEMENT. Q -20-18 C. N REINFORCING SHALL BE HIGH STRENGTH DEFORMED BMS. GRADE W. ASTM M15, WITH 60.000 051 MINIMUM YIELD POINT: allff NO. 4 DRAWN BY: BL TIES WHICH MAY BE GRADE 40. CHECKED BY. DNA D. ALL REINFORCING STEEL SHALL HAVE A MINIMUM 3• CONCRETE COYER. DATE DRAWN: 3/29/2018 E. ALL BAR LENGTHS ME NOT DRAWN TO SCALE UNLESS NOTED. NO SPLICES OF REINFORCEMENT SHALL BE MADE EYCEPT AS DETAILED OR AS AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMRTED, SHALL BE A MINIMUM OF 40 BM DIAMETERS UNLESS OTHERWISE TEI JOB NO: 2111-120-1001:048 NOTED. SHEET TITLE. F. DETAIL BARS IN ACCOROMCE WITH ACI OETNUNG MANUAL AND ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. PROVIDE CORNER BARS. G. PRCNDE ALL ACCESSORIES NECES` TO SUPPORT REINFORCING AT POSPIONS SHOWN ON THE PLANS. FOUNDATION H. ALL CON5TRUCFON JOINTS SHAT BE AS DETAILED OR AS MPROVED BY THE STRUCTURAL ENGINEER. STEEL DETAILS A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A 38, OR AS OTHERWISE NOTED. B. STRUCTURAL STEEL SHALL BE DETAILED AND FMRICATED IN ACCORDANCE WITH THE STH EDITION OF NSC MMUAL OF STEEL CONSTRUCTION MD CODE OF STANDMD PRACTICE. SHEET NUMBER: REV. b C. ALL STEEL BOLTS, NUTS AND WMHERS SHALL BE GALVANIZED. ^ _ Q E X 2 x � FUTURE RADIO EOVIPMI x PROPOSED ICE S �,'IFyp BRIDGES { T II d � FIBER OAMMC � SOU E x 2" METER ANO C SWRCH GENERATOR m Eu9 x 1p ICE BRIDGE/U11LDY EOUIPMFNT RACK 7 lYP YP SUPPORT POST (TYPICAL FOR 5) x 11 )WER PANEL/ATS e x W. x ALL CADWELDS (24' FROM FOUNDATION, 30' BELOW FINISHED GRADE) PROPOSED /2 SOIJD AWG TIN-PLATED COPPER CONDUCTOR FOR TOWER GROUND RING WITH ANTIOXIDANT AN ALL CADWEL.DS (24' FROM FOUNDATION, 30' BELOW FINISHED GRADE) CSED MONOPOLE TOWER ON BY OTHERS) D CONCRETE FOUNDATION BY OTHERS) X X X—X—X—X—X X 4'!'�'i f:` --x Til :1l :L� �':• L� L� LL O GROUND INSPECTION SLEEVE/GROUND ROD Q GROUND ROD • GROUND CONNECTION (CADWELD) NL WJE GROUND CONNECTION (TWO -HOE LUG) —F— FIBER @ CONTROL LINES —u9E— UNDERGROUND ELECTRIC UNE UTILITY SERVICE KEY NOTES: 1l. PROPOSED 2-1/2' UNDERGROUND CONDOR WITH PULL ROPE FROM NEW POWER POLE TO NEW 200A METER (BY ELECTRICAL CONTRACTOR) (UTHI COMPANY TO SUPPLY WIRE) (270'). F2. (1) 2'0 CONDUIT FOR DARK FIBER- AND (1) 2'0 CONDUIT FOR EBH IF NEEDED- FROM NEW HAND HOLE AT RIGHT OF WAY TO NEW TELCO BOX ON UTILITY H -FRAME (t70'). FIBER NOTES: ADD (1) ADDITIONAL 2' CONDOR FOR DARK FIBER (2 TOTAL) IF REQUIRED BY LOCAL MARKET FACILnIES, VERIFY PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO EACH CONDUIT) +� VERIFY ESH REQUIREMENTS WITH TELCO PROVIDER PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO EACH CONDUIT) GROUNDING KEY NOTES: OTOWER FDUNDAnON GROUND CONNECTION (TYPICAL FOR 3) OTOWER GROUND CONNECTION (TYPCAL FOR 3) OTOWER EXIT GROUND Bot DONNECTION (TYPICAL FOR 2) O200A METER GROUND CONNECTION (GROUND EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS) S. 200A DISCONNECT SWTTCH GROUND CONNECTION (GROUND EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS) OB. BATIERY/EQUIPMENT CABINET TWO -HOLE WG GROUND CONNECTION (GROUND EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS) (TYPICAL) O7. FENCE CORNER GROUND CONNECTIONS (ALL PENCE POSTS WITHIN 6'-0' OF BURIED GROUND RING SHALL BE BONDED TO THE GROUND RING AT EVERY OTHER FENCE POST) (ALL REQUIRED CONNECTIONS TO OBJECT ARE NOT NECESSARILY INDICATED ON THE PI -AN) OGATE POST GROUND CONNECTIONS (PROADE GATE JUMPERS TO A110W FULL TRAVEL OF GATE) O9. ICE BRDGE/UTIIRY EQUIPMENT RACK SUPPORT POST GROUND CONNECTIONS (PLL MEMBERS OF ICE BRIDGE SWllL BONDED TOGETHER WITH #6 COPPER AMC TWO -HOLE CRIMP LUGS) 10. GENERATOR GROUND CONNECTION (TYPICAL FOR 2) I1 RAYCAP RCMDC-6627-PF-48 GROUND CONNECTION. 12. PPC GROUND CONNECTION. 13. FIBER DENEW GROUND CONNECTION. 1. ALL GROUNDING CONDUCTORS ARE /2 AWG BARE TINNED COPPER, UNLESS NOTED OTHERWISE 2. ALL BONDS TO BURIED GROUND RING SHALL BE PAAPLCEL TWE EXOTHERMIC WELD (EXCEPT BONDS TO GROUND RODS WHICH SHALL BE TEE TWE). 3. ALL METALLIC ITEMS WITHIN 6' OF THE NEW GROUND RING OR NEW GROUND CONDUCTORS SHALL BE CONNECTED TO THE NEW GROUND SYSTEM. 4. ANN -OXIDE COMPOUND SEULL BE APPLIED TO ALL EXTERIOR, ABOVE GRADE GROUND CONNECTIONS. 5. ALL UNDERGROUND CONNECTIONS TO BURIED GROUND RING SHALL BE MADE USING EXOTHERMIC WELD PROCESS (CADWELB OR EQUAL). 6. 30' FINISHED GRADE SEE 'GROUND INSPECTION SLEEVE DETAIL' ON SHEET E-3. 7. ROUTING OF CONDUITS TAY BE MODIFIED TO MEET SITE REOUIREMENTS. EXIDT CONDUIT ROUTING TO BE DETERMINED IN THE FIELD. 8. A PULL BOX IS TO BE INSTATED AFTER A MAXIMUM OF 500' OR TWO 90 DEGREE BENDS FOR ALL UTILITY SERVICE CONDUIT RUNS. 9. TOR UTILITY WIRING DIAGRAM, SEE SHEET E-5- 10. FOR ELECTRICAL SPECIFICATIONS k GROUNDING NOTES, SEE SHEET N-2. THESE oRAIXS WD/M ME =MPAY9NG 9PECFMAROX ARE ME EXCIDSNE PROPERD OF TWFR DQNEERNG, W. AND HEIR USE M RBUGVNXI S W 6E RESTENN D TOME 09gw1 50E TON Ml[H 11EY NE PSEFNED. MUSE. ROMTWLTNX OR R91GRM w ANY MEMOD, IN WMIE RR M P.Wr, 5 Hipl'BIED Exca T w VRRDI PMIES]I EACL TINGE ENGINEERING, INC. TOWER ENSURING, INC. 303 WEST VERMILION ST, �- SURE 130 LAFAYEf1E, LA 70501 TT� (337) 686-7176 TEL (337) 6IaNG 2920 96-6663 FAX ST. SURE 201 METAIRIE, LA 70006 (504) 756-3112 TEL GESO81gx w DATE DIY. MVRE J6 l/19/1918 WF REYEW NL WJE 9/10/2019' SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 STAMP HERE: 'k.' • %*. Ar: . 1 DAVID M. ACKERMANN ............................... 4-. 12 11 34 :`Q' 9-20-18 DRAWN BY: BL CHECKED BY: ONA HEI JOB NO: 12117-120-1001:048 1 UTILITY SERVICES AND GROUNDING PLAN SHEET NUMBER: REV. E-1 3 1-1/2.0 CONDUIT WDH (8) 010. /10GND (INSTALL (1) 1-1/2' CONDUIT WITH PULL STRING FOR FUNRE RECTIFIER CIRCUITS) ROUTE CONDUIT ABOVE GROUND SECURED TO EOUIPMENT FRAME 1'0 CONOUT FOR GEN @ILC ALARMS a a I ` e °, PROPOSED EQUIPMENT n ° CABINET a RXY RCMDC-6627—PF-48 SURGE ARRESTOR/FIBER MANAGEMENT (OW) BOXES MOUNTED ON H—FRAME (CONTRACTOR SHALL LE/NE 5' OF SLACK FOR Al FIBER CABLES TO BE WRAPPED AND STORED IN NEW OVPS) 1-1/2.0 UNDERGROUND SCH 40 PJC CONDUIT WTOI (3) /1/0, B6GND (185 LF MAX) 1'0 UNDERGROUND SCH 40 PVC CONDUIT FOR GENERATOR CONTROL AND ALARMS 1'0 UNDERGROUND SCH 40 PVC CONDUIT WITH (4) 112, Al2GND SIL 7� •• t '� aaa� aM� aa. 2'X2' FIBER DEMARC BOX 3" DIESEL GENERATOR VERIZON TO PROVIDE AND INSTALL (1) 2' FLEX CONDUIT CONTANING (1) 1.25' CORRUGATED INNERDUCT WITH MULE TAPE INSIDE FROM THE FIBER DEMARC BOX TO THE EQUIPMENT CABINET (CLAMP TO EQUIPMENT FRAME POSTS) SIZE UGHT MOUNTED TO /—N2- MIME SUPPORT PORT PROPOSED ICE BRIDGE (SEE SHEET C-7 FOR DETAILS) GALVANIZED TO POST RADIO EQUIPMENT iREY MAMA'S NA/M PE nCCWPNMNC GD41G1pN N£ lln gGLUGE PACffAIY M IOXFR gMMBRNG IXG IW 1MaR Uff IRO PI.WJGTION 9uu a rRanaam ro TIE aRMNn sIE RR Inas TXET NF FMPNEn. �. RDTdmJMM M PIBGGTpN BT AW Yf.1NfD, H MMIf M N PIAT, 6 RNIMIFfl IXCDT IN MITIfH PFMIR90X FlMI iOMFR EHI9MEPoIIC, INC. TOWER E 001IING, K -- 303 WEST VERMILION ST. SUITE 130 —� LAFAYETTE, LA 70501 (337) 886-7176 TEL (337) 89FAX 2920 KINGMANINGMAN ST. SUITE 201 METAIRIE, LA 70006 (5D4) 756-3112 TEL REVISION W. pE° IMI)N . GTE t PiRYA. 15511E JR ZM!!C fEY1EW SL 9/12/2018 FNYL aSJE & 9/20/2018 SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 STAMP HERE: "•TLP 1, DAVID M:ACKERMANN Q. 12 113 4 9-2D-18 DRAWN BY: SL CHECKED W. OMA DATE DRAWN: 3/29/2018 TE1 JOB N0: 2117-120-1001:046 SHEET TITLE: EQUIPMENT CONDUIT ROUTING PLAN E-2 13 CONDUIT SPACER ,�P �`! (NO SC ACCESS COVER (O1 FRICTION SCREW COVIBC TAMPED B4CLL`� 'FINISHED GRADE NOTCH Pvc CONDUIT AS REQUIRED TO SLIDE OVER GROUND CONDUCTOR (EXTERNA. GROUND RING) EXOTHERMIC WEIR TO GROUND ROD (T -TYPE) SEE PRIMN2Y %.Xs. COPPER CONNECTION INSPECTKM SLEEVE CIM GROUND ROD DETAL THIS SHEET TS:iL•'a NOTCH PJC TO SUDS OVER GROUND WIRE (SEE GROUND INSPECTION SLEEVE DETAIL THIS (SEE GROUND INSPECTION SLEEVE DETAIL THIS SHEET) GROUND CONDUCTOR_,/ (EXTERNAL GROUND RING) PRIMARY CONNECTION INSPECTION SLEEVE DETAIL NOT TO SCALE YERIZON TO SOUD GROUND TOWER LI CHECKED BY: GROUND SITUP TO DATE DRAWN: 3/29/2018 ANTENNA CABLE GROUND WIRE FROM 2' TYP. (TYP.) (BY ANTENNA GROUND W TD GRGUND RING (ExOTHERMIC WELD 3' TP. CONTRACTOR) AT BOTH ENDS) 34" NOT TO SCALE BARB WIRE EXTENSION ARM CORNER POST i \ [ • �U71R�IIIi�I� POST D WIRE CCNNECDON /2 WIELDING CABLE GATE JUMPER (TYP. FOR EACH GATE) iNF31RIXW5 ,AV TE ARtl1�IMWC BPEOR 04M MEI EXaus.E R�UW M a T6Atn HKIIEENNG, Xc uW Tlwa u9: N9 PUBMA1aM1 sw1 a MSIRr.Im ro THE aRmia srt RR rAuw tlEt'RE PREPNED. R� XPRDDUCIN9N OR PDWgiION B! AW IIET100. X WMIE OR X PMT, 6 PPoHBIm F%(IDf Bt aRRFTN R181RlON FACN iQ1FA Dgl®bNG. ML. TOWER ENVI EERNG, NC. 303 WEST VERMIUON ST. �— SUITE 130 (AFAYETTE, LA 70501 T� (337) 886-7176 TEL (337) 89INGMAN FAX 2920 KIN(;tAAN ST. SURE 201 METAIRIE, (A 70006 (50{) 756-3112 TEL REVISION Tp. TRXWPINW BY DM 1 RS1AA. ISSUE A 3/29/MI8 z MI. RNm PL s/I2/=18 FML ISSUE BL 9/20/1018 NEW (DO NOT WELD DIRECTLY TOWER TAMPED TO TOWER LEG) LEG BACKFlLL SITE NUMBER: FINISHED (TYP ) PJC GEN°DIT SLEEVE 446904 WITH SWEEP BEND (SEAL 7"KING TOPWNH SRICON)SITE NAME: SOUR BARE TINNED RIEDCONDU(SHCTORCOPPER CONDUCTOR1rFlNSHED 12' 12' TAPE IDR BANTA WITHMNI UMP BENDS) /GRADE CIF. OWGMDE(TYP.)NE GROUND STRAP TO ANTENNA CABLE (TYP.) (BY ANTENNA coNRGCTOR) CONNECTORS C".) VERIZON TO SUPPLY 4'x31• SOLID TINNED COPPER GROUND HAR (MOUNT TO TOWER HORIZONTALLY) GROUND WIRE FROM GROUND flM TO GROUND RING (EXOTHERMIC WELD AT BOTH ENDS) OW.) PVC COMMIT FOR POWER PVC CONDUIT FOR 1. CLEAN SURFACES TO BE WELDED OF ALL PAINT, DIRT, MOISTURE, CORROSION AND OTHER FOREIGN MATTER. 2. MNKE APPROPRIATE WELDED CONNECTION (REFER TO DETAILS). USE MANUFACTURER'S WRITTEN RECOMMENDATONS. 3. IF WELDED MATERIALS HAVE A GALVANIZED FINISH. APPLY A PROTECTIVE COLD GALVANIZE COATING. SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 STAMP HERE: ir��• ••t,t' DAVID M. ACKERMANN ............................. qi 121134 r2 4-20-18 DRAWN BY: BL CHECKED BY: DMA DATE DRAWN: 3/29/2018 TEI JOB N0: 2117-120-1001:046 SHEET TTLE GROUNDING DETAILS E-3 13 E 8 NOTE: ADD APPROPRIATE TONER/ANTENNA NR TERMINAL IN ORDER TO OBTAIN 4 CONE OF PROTECTION OYER NEW ANTENNAS. E GROUND 'FIBER MIPMENT NOTES, 1. ELECTRICAL CONTRACTOR 6 TO BE PRESENT AT OR IMMEDIATELY AFTER THE DELIVERY OF THE LUCENT CABINETS TO CRIMP THE LUGS TO THE CABINET GROUNDS AND SECURE THE CABINETS WTTH STAINlL55 STEEL HARDWARE. 2. EQUIPMENT GROUND BAR MAY BE INSTALLED HORIZONTALLY 111TH TWO (2) GROUND LEADS OR VERTICALITY WTTH ONE (1) GROUND IEAD. 3. ALL METALLIC COMPONENTS (SUCH AS ICE BRIDGE, ICE BRIDGE IEGS, CPS ANTENNA. DPS PIPE, GRATING, ETC.) SHALL BE BONDED TOGETHER 111111 /B GROUND CONNECTION. 4. CABLE GROUND KR AT PROPOSED ANTENNA TO BE MOUNTED WITHIN 6' OF CONNECTION TO ANTENNA 5. CABLE GROUND KR AT BASE OF STRUCTURE TO BE MOUNTED WITHIN 36' ABOVE WHERE THE CABLING BENDS AWAY FROM THE STRUCTURE. 3/4' FIRE TREATED PLYWOOD TERMINAL BACKBOARD EXHAUST VENT GRILL WRH TOP SHIELD COYER Wa4nx12n NEW 3R TELCO BOX WITH HINGED COVER (ANSI -61 MAY POLYESTER POWDER COAT) INTAKE GRILLE TO GROUND RING ANTENNA AS DRAWINGS KR �TO GROUND CONDUCTOR NOTES TO BTS 1. DO NOT INSTALL CABLE GROUND KR AT A BEND. 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAA. 3, GROUNDING KIT AND WEATHERPROOFING KR SHALL BE TAPE AND PART / AS SUPPUED OR RECOMMENDED BY HYBRID CABLE MANUFACTURER. :- 1 :• \1 \ Ohl Mii KR PART 081534 USE BAND AND BUTTERFLY CONNECTOR TO SECURE GPS CABLE AND GROUND WIRE TO ICE BRIDGE POST W NOMINAL DIAMETER (1.66' ACTUAL 0.C.) X 2'-0' MAX. SCHEDULE 40 GALVANIZED STEEL MOUNTING PIPE GROUND KR DOA,( CABLE INS AWO GROUND WIRE TO CADWELD ELEVATION NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR NEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND TIE GPS ANTENNA 2. AIL GPS ANTENNA LOCATIONS M51 BE ABLE TO RECEIVE CLEAN SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA 3. 2' STRIP OF ELECTRICAL TME 3 LAYERS TRICK WHERE COAX ENTERS 94' PIPE TO PROTECT COAX INSULATION. Eel i\ \- I -a F-Ummmi WMIK&LIllyllig Yi S.S. NUT (TYP. FOR 2) $' S.S. LC WAST (1YP. FOR S.S. F WAST (1YR. FOR .rnom x 1' S.S. HEX BOLT FOR 2) THE SURFACE OF TIE EQUIPMENT SHALL BE SANDED DOWN TO THE WE METAL AND FREE OF ANY DIRT BEFORE APPLYING NO -OX OR EQUAL COMPoUND. PAM TO MATCH EQUIPMENT. 2 -HOLE LUG CONNECTION DETAIL NOT TO SCALE ME ORM19NG8 NID/OR M =NPINrwG SPfG9MATMN ME ME EMIAIRIE PTgPIXIY OF HIKER DCMEERNG. RC. MID MSIR M /NO H OKN AWL B RESIWCIEO m THE ORIWWI RIE ROR "a THEY NE %BPMF➢. BASE RRNOUCDOX DR PURICMQII IN MR METHOD. w MMI£ OR w Fw,, 5 PNoRRNO IXLFPT w W911EX PERMMSON RIOII TOAB( DIGMD K RIC. TOWER ENGNEERNO, A1C. 303 WEST VERMIUON ST. SUITE 130 LAFAYETTE, IA 70501 }� (337) 866-7176 TEL (337) 896-6663 FAX KINGMA 2920 KINGMAN ST. SUITE 201 METAIRIE, LA 70006 (504) 756-3112 lIl. oEYJUPIKKi RY MTE PR6➢1. 39£ JP 3/29/2018 z08I110 RMEN BL 9/12/2010 FlWL SSUE BL 9/20/2018 SITE NUMBER: 446904 SITE NAME: BANTA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 STAMP HERE: DAVID M. ACKERMANN �..........................:... q. 12 113 4 9-20-18 DRAWN BY: SL CHECKED BY: DMA OATS DRAWN: 3/29/2018 M JOB NO: 2117-120-1001:046 SHEET TRE' GROUNDING DETAILS E-4 13 9 N N CONCRETE EOUIPMEM PROPOSED ICE A n m NNYL CAP ON END OF/ UNISIRUT (TPICAL) 1-5/8' GALVANIZED UNISIRUT SECURED TO POST WITH 3/8' GALVANIZED U -BOLTS (i1PICAL) UTILITY H -FRAME DETAILS (FRONT) 2' 0 2' 4' SLUE: 1/P=1'-0' 15" MINIMUM E ABOVE RADIOS 12" TIESE DRNNWGE NM/aR tHE rmTavN,mc sNT�Iunox ARE me E%EEUENE AmFIX1Y CF MAR dMll ] , MC. AND TEN USE MM PUBIIGRNI SNNL ff NESINCEM m TE ONONNL 5TE AW Mlol ll E NE NREPMEO. NOBS REPRODUCiMN GR NU&IG1NN1 8I w NEIHM. M MDIF CA IN AVE, 5 ANIIIIWTO uI IN W.UIIEN PERI MN E 104091 ENDIUM. MC. TOWER ENGINEERING, INC. -- 303 WEST VERMIUON ST. SURE 130 IAFAYETTE, LA 70501 (337) 886-7176 TEL (337) B96-6663 FAX KINGMA 2920 KINGMAN Sr. SUITE 201 METAIRIE, LA 70006 (504) 756-3112 TEL REVISION xo. =NP w DNn: l RCI1M. is E M 3/30/2016 20NMG Ntl1lW 9L B/1T/2016 RNIL gSUE Y/'111/SINB SITE NUMBER: 446904 SITE NAME: BANTA SITE ADDRESS: PEARL STREET NACOGDOCHES. TX 75961 DAVID M. ACKERMANN -0 121134 :;qt 9-20-18 ORAWN BY: BL CHECKED Bf: DNA DAIS DRAWN: 3/29/2018 TO JOB N0: 2117-120-1001:046 SHEET PILE: UTILITY H -FRAME DETAILS NUMBER: REV. A E-5 1 3 0I 3* X -STRONG CL 0 RPE 000 , 10-Q. �CCO0 FS] FISRMESH FIE 12" TIESE DRNNWGE NM/aR tHE rmTavN,mc sNT�Iunox ARE me E%EEUENE AmFIX1Y CF MAR dMll ] , MC. AND TEN USE MM PUBIIGRNI SNNL ff NESINCEM m TE ONONNL 5TE AW Mlol ll E NE NREPMEO. NOBS REPRODUCiMN GR NU&IG1NN1 8I w NEIHM. M MDIF CA IN AVE, 5 ANIIIIWTO uI IN W.UIIEN PERI MN E 104091 ENDIUM. MC. TOWER ENGINEERING, INC. -- 303 WEST VERMIUON ST. SURE 130 IAFAYETTE, LA 70501 (337) 886-7176 TEL (337) B96-6663 FAX KINGMA 2920 KINGMAN Sr. SUITE 201 METAIRIE, LA 70006 (504) 756-3112 TEL REVISION xo. =NP w DNn: l RCI1M. is E M 3/30/2016 20NMG Ntl1lW 9L B/1T/2016 RNIL gSUE Y/'111/SINB SITE NUMBER: 446904 SITE NAME: BANTA SITE ADDRESS: PEARL STREET NACOGDOCHES. TX 75961 DAVID M. ACKERMANN -0 121134 :;qt 9-20-18 ORAWN BY: BL CHECKED Bf: DNA DAIS DRAWN: 3/29/2018 TO JOB N0: 2117-120-1001:046 SHEET PILE: UTILITY H -FRAME DETAILS NUMBER: REV. A E-5 1 3 0 000 , 10-Q. 12" TIESE DRNNWGE NM/aR tHE rmTavN,mc sNT�Iunox ARE me E%EEUENE AmFIX1Y CF MAR dMll ] , MC. AND TEN USE MM PUBIIGRNI SNNL ff NESINCEM m TE ONONNL 5TE AW Mlol ll E NE NREPMEO. NOBS REPRODUCiMN GR NU&IG1NN1 8I w NEIHM. M MDIF CA IN AVE, 5 ANIIIIWTO uI IN W.UIIEN PERI MN E 104091 ENDIUM. MC. TOWER ENGINEERING, INC. -- 303 WEST VERMIUON ST. SURE 130 IAFAYETTE, LA 70501 (337) 886-7176 TEL (337) B96-6663 FAX KINGMA 2920 KINGMAN Sr. SUITE 201 METAIRIE, LA 70006 (504) 756-3112 TEL REVISION xo. =NP w DNn: l RCI1M. is E M 3/30/2016 20NMG Ntl1lW 9L B/1T/2016 RNIL gSUE Y/'111/SINB SITE NUMBER: 446904 SITE NAME: BANTA SITE ADDRESS: PEARL STREET NACOGDOCHES. TX 75961 DAVID M. ACKERMANN -0 121134 :;qt 9-20-18 ORAWN BY: BL CHECKED Bf: DNA DAIS DRAWN: 3/29/2018 TO JOB N0: 2117-120-1001:046 SHEET PILE: UTILITY H -FRAME DETAILS NUMBER: REV. A E-5 1 3 AV NOTE: PANEL SCHEDULE AND SINGLE UNE DIAGRAM REPRESENT A SITE WITH A NEW GE POWER PLANT, 30 KW DIESEL GENERATOR, AND TWO SOURCE ILC (THREE SOURCE ILC OPTIONAL AS NEEDED). ADJUST AS NECESSARY PER LOCAL SITE CONDITIONS TO UTILITY TRANSFORMER M II UTI TTY METER SERVICE DISCONNECT/ FUSED SWITCH 4 AWG MBJ 3—#3/0 AWG 4 AWG GEC GEN MAIN �6 AWG EG DISCONNECT/ 2 CONDUIT 3—#1/0 AWG FUSED SWITCH (130 LF MAX) 6 AWG EG 1-1/2" CONDUCT 150A (185 LF MAX) N E 200A I L CAM LOCK (OPTIONAL) C 1" CONDUIT FOR GEN CONTROLS & ALARMS VERIZON WIRELESS ILC i i CABINET WITH 2P/200A PROPOSED LOAD: UTILITY BREAKER AND TOTAL DEMAND: OPTIONAL 2P/200A CAM VOLTAGE: 120/240V SINGLE PHASE 3W 200A LOCK BREAKER 1 1 3 VOLTAGE: MECHANICALLY INTEGRATED INTERLOCKED WITH AMPS LOAD WALKING BEAM TRANSFER I ICENTER SWITCH AND 30 POSTION LOAD CENTER 3—#12 AWG #12 AWG EG 1" CONDUIT 4—#12 AWG,1—#12 AWG EG, 1" CONDUIT (FOR GEN HEATER & BATT. PRIMARY 8—#10 AWG, 1—/10 AWG EG, IN (i) 1-1/2" CONDUIT CABINET (INSTALL (1) 1-1/2" CONDUIT WITH PULL STRING FOR FUTURE RECTIFIER CIRCUITS) ROUTE CONDUIT ABOVE GROUND SECURED TO EQUIPMENT FRAME LOAD CALCULATION LOAD AMPS PROPOSED LOAD: 140.0 TOTAL DEMAND: 140.0 VOLTAGE: 120/240V SINGLE PHASE 3W 200A VERIZON WIRELESS 30KW DIESEL GENERATOR 30KW 120/240 V, DIESEL GENERATOR WITH 150A MAIN BREAKER. GENERATOR IS IN A NEMA 3R ENCLOSURE. SUPPLED WITH 150OW 120V BLOCK HEATER. NOTE: THE GENERATOR USED IN CONJUNCTION WITH A 2—POLE ILC WITH A SOLD NEUTRAL T$ NOT A SEPARATELY DERIVED SYSTEM. AS SUCH,D hQT BOND THE NEUTRAL TO GROUND AT THE GENERATOR OVP-12 12—#6 AWG (fi PAIRS) #6 AWG EG 1-1/2" LMFC ELECTRICAL SINGLE LINE DIAGRAM NOTES: 1. ALL EQUIPMENT SHALL BE NEMA 3R RATED. 2. ALL EQUIPMENT SHALL BE LIGHTNING PROTECTED IN ACCORDANCE WITH TIA-222—G AND VERIZON WIRELESS STANDARDS, 3. CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE DROP (TOTAL SYSTEM VOLTAGE DROP ON BOTH FEEDERS AND BRANCH CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5R). 4. WIRE SIZING AND MAXIMUM DISTANCE FROM GENERATOR TO ILC ASSUMES POWER FACTOR OF 0.9. 5. BELOW GRADE CONDUIT SHALL BE SCHEDULE 80 PVC. ABOVE GRADE CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BELOW GRADE PVC CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS SHALL HAVE A MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUCT SHALL MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIRED. PANEL VZW ILC MODEL ASCO D300L SERIES NAME: NUMBER: RATED 240 1 120 1 VOLTS PHASE/WIRE: 1 1 3 VOLTAGE: 200 AMPS BUS DOD �R 200 BREAKER: RATING: LATCH, MOUNT: SURFACE TRAL YES HENGED DOOR: YES BAR ENCLOSURE NEMA 3R AIC: 65K TYPE: BUS AMPS LOAD BUS AMPS USAGE POS BOER LOAD POLES AMPS L1 L2 AMPS POLES OR POS FACTOR L1 L2 L1 L2 1 1 18 RECTIFIER 2 30A 30A 2 FUTURE RECTIFIER 18 1 2 3 1 18 18 1 4 5 1 18 RECTIFIER 2 30A 30A 2 FUTURE RECTIFIER 18 1 6 7 1 18 18 1 8 9 1 18 RECTIFIER 2 3DA 1 10 11 18 12 13 1 18 RECTIFIER 2 30A 14 15 1 18 16 17 1.25 16 GA RECEPT. 1 20A 18 uGHr 19 1 16 BLOCK HEATER 1 20 220 21 1 16 BATT. CHARGER 1 20A 22 324 25 26 27 28 29 30 104 68 :SUB TOTAL AMPT SUB TOTAL AMPS: 36 36 FACTORED TOTAL 140 124 AMPS: NOTES: 1. ALL CONDUCTORS ARE TYPE THWN (75-C) COPPER. 2. MAXIMUM LENGTH OF RUN FOR RECTIFIER CIRCUITS IS SOFT. 3. ASCO INTEGRATED LOAD CENTER INCLUDES 200 AMP MAIN DISCONNECT AND TRANSFER SWITCH FOR PORTABLE OR PERMANENT GENERATOR. 4. RECTIFIER LOADS ARE CONSIDERED TO BE NON—CONTINUOUS. S. IF ADDITIONAL FUTURE LOADS ARE ADDED WHICH CAUSE TOTAL DEMAND TO EXCEED GENERATOR BREAKER SIZE, BACKUP POWER SYSTEM SHALL BE EVALUATED AND UPGRADED AS NECESSARY. (1) 2• DARK FIBER HANDHOLE/ AND MEET—ME POINT FOR E AT ROW FOR PANEL SCHEDULE 2" CONDUIT I DARK FIBER OR FIBER VZW FIBER HANDHOLE •" (OR JUNCTION BOX ON COMMON USE UTILITY FRAME) IN COMPOUND 2" CONDUIT t EBH IF NEEDED) FIBER SINGLE LINE DIAGRAM GR1)2- RGC ADE STRAIGHT (CLAMP TOEQUIPMENT FRAME POSTS), TRANSITION TO 2" PRIMARY CABINET 1-1/2" -MFC FOR FIBER AND ALARM (SHIELDED CAT 5) AS NEEDED ADD (1) ADDITIONAL 2" CONDUIT FOR DARK FIBER (2 TOTAL) IF REQUIRED BY LOCAL MARKET FACILITIES, VERIFY PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO EACH CONDUIT) VERIFY EBH REQUIREMENTS WITH TELCO PROVIDER PRIOR TO CONSTRUCTION. (ADD 2 PULL STRINGS TO EACH CONDUIT) DVP-12 1lE4 DwWWOS IND/CR INE N%.1TIPNMNG SPECFlGININ Ni THE DXCWSNE PRDPENtt T EWER ENiNHMNO, INC. AND THEIR ME ND WBDCIIION SHN1 ff R61Rf.1m %INE wow SIZE " M THEY I PNFPMEO. mDEE. NEPIN W N M PU TDII W Illi IEDDD, H WHXE M IN PNVI, IS I'MIPED EXCEPT 6Y Wi40EN PEMNESMN RDN TOWER ENENMp . INC. TOWER ENGINEERING, INC. 303 WEST VERMILION ST. SURE 130 IAFAYEFTE, IA 70501 T� (337) 886-7176 TEL (337) 896-6663 FAX 2920 IONGMAN ST. SUITE 201 MEfAIME, LA 70006 (504) 756-3112 111. OESGEESG TION 9Y MA PRfLII. ME A 3/M/301W zarwo REMM a 9/11/a01e MUL BRIE i 9/10/Mia SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET W=GDOCHES, TX 75961 STAIAP HERE: I TZAI11a wDo N 4y m X':11Il 4 1211 34 g 9-20-18 OMWN EY:BL KED CHECW. DMA DATE DRAWN: 3/29/2018 M JOB N0: 2117-120—IM1:00 UTILITY WIRING DIAGRAM 8 PANEL SCHEDULE NUMBER. HEV. DETAIL A GROUND RING CONNECTION OR SPLICE GN RNISHED DETAIL B TEE OF HORIZONTAL RUN AND TWO TAP CABLES DETAIL E PIPE CONNECTION pU) GALV. AFTER TON GROUNI DETAIL F GROUND BAR CONNECTION DETAIL C TEE OF HORIZONTAL RUN WIRE OI DETAIL G TAP CABLE TO GROUND RING DETAIL D MISC. STEEL CONNECTION TEA DPIM2105 N0/M THE /D.1tNPMl1NC vEGRunaH AA TME PncuR1E PPOPDRT a Toxx DRx¢gxD, Nc. un nmB ug Am R2uaiax sw>. RT H61RC1E0 m TIE aERxu sE Pqi N11DN txn AA PIEPAAD. avA, xMA0JC110N ax PURMAIRN er WTr uEnnD, x M1101F OP x PMT. R PflONRRO IXQPf B! MATRN PWIRSDV FPOY 10YF4 DYAfDdNG xC. TOWER ENGMERNG, NC• 303 WEST VERMILION ST. SUITE 130 �— IAFAYETTE, LA 70501 **� (337) 886-7176 TEL (337) 89FAX 2920 KINGMANINGMAN ST. SUITE 201 METAIRIE, LA 700D6 (504) 756-3112 TEL REVISION xo. eEscwPlwH er mm f PRFIa1. ISDE JN 3/R/2018 2 zGiWG I m BL 9/12/2018 NWL ISSUE % 8/20/2018 SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 9-20-18 WELD CONNECTION DETAILS DRAWN BY: BL CHECKED 8Y: DMA GATE DRAWN: 3/28/2028 TO JOB N0: 211]-120-1001:048 SHEEP TITLE SHEET NUMBER: REV. I E-7 3 SHEET NUMBER: REV. I E-7 3 9 N Tim DUNIw5 mo/m TIE AO%111PWA1N8 SRSPGT2N1 NE T£ k]LD15AE PRYIXfT a IONP DA9IUAXC, M MD T M NO PlIB1G110R SHNL E RSTMCIm ro TE ODD11•L w RR W9D1 TIE! AH PI@NMO. Rm RDWOd OR W OR OR Pl91GIXM1 ar MTI IIETI00, w 'MID£ PWiL 5 PRw®RD IXDPfIX w8DD1 PEMA859X Rri91 TYAFR DY3✓DI11ti. NG TOWER ENGAEERNG, A1C• 303 WEST VERMILION ST. -- SURE 130 IAFAYETTE, IA 70501 tt� (337) 666-7176 TEL (337) 896-6663 FAX 2920 NINGWW ST. SURE 201 METNRIE, LA 70006 (504) 756-3112 TEL. oEKwPnaN 15r an: PrIDJA. ISM dA a/29/291e EU1Xl6 RENFM ML 9/1'1/4018 RR& 5511E 91- 9/20/2018 SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 STAMP HERE: DAVID M. ACKERMANN -. 12 113 4 17-20-18 DRAWN RY: BL CHECKED BY: DMA DATE DRAWN: 3/29/2018 M JOB N0: 2117-120–f O01:We I 4931 �n 0M1 12ow1 e s EEcrwousrww wu DOOR DETAIL TOP VIEW (LH SIDE) e 02.W S.T Ia6.BW1 Z�I _ FOOpifi w°1B ]X158. 9l ]„t°A 'BLW X1 ry.Ym1 MYEooWNs If eli E Uarei nm ra+m NNIry I — 1.1I, BerrEHVdPpGF - fro a•cxxErwn.ENNawrEft - NFM6VA9aE.CCEe6pNrtt� N,96GGNrvE6rI°rv6 II moL aNNEi 1za N..«c:Ncufi axvwEx I -8 a � Q 2 �-ax,�oowry eluclu-s S � / oo xorv6EFmuFrwG ,� I DSS • 1 '-Q / O- ncm - 'NollX) f •' 44wl u6w MiFAe6GE55 ✓FrvEI SIZ£. —J. R6sDUi IfFml i. afar oa -I f ex feuirfl �71l __ EMiN 6N0YNOlUB� dMNxYENiow.M rtu¢ eorti aoEfi ]B9 of 115w1 - - BmlVinY01a1Es NOTE MANUFACTURER SPECIMCATIONS FOR 30kW LEFT SIDE VIEW BACK VIEW RIGHT SIDE VIEW DIESEL GENERATOR SERVICE SIDE NOTE: 1. APPROXIMATE WEIGHT (WET): 3350 LB-' °"^•'„-•- "- 'Ti5n9Y `- 2. FUEL TANK: UL LISTED DOUBLE WALL WITH 125% CONTAINMENT 119 `',�":'�,., 3. FUEL TANK CAPACITY: 210 GALLONS ,' ,�., ;e 4. ENCLOSURE: SINGLE SIDE SERVICE RIGHT SIDE, STEEL, 190 MPH WIND RATED 5. SOUND LEVEL: 64 dB(A) at 7m"•' ^ ASMASSZEICHNUNG 6. VERIZON PART NUMBERS=---�8='Y,'' DIMENSIONAL DRAWING DG03RJ096ViM00012 DG03RJO96VIM00013 o-�xzG31wa10007R In " DG03RJO96V1M00014� Tim DUNIw5 mo/m TIE AO%111PWA1N8 SRSPGT2N1 NE T£ k]LD15AE PRYIXfT a IONP DA9IUAXC, M MD T M NO PlIB1G110R SHNL E RSTMCIm ro TE ODD11•L w RR W9D1 TIE! AH PI@NMO. Rm RDWOd OR W OR OR Pl91GIXM1 ar MTI IIETI00, w 'MID£ PWiL 5 PRw®RD IXDPfIX w8DD1 PEMA859X Rri91 TYAFR DY3✓DI11ti. NG TOWER ENGAEERNG, A1C• 303 WEST VERMILION ST. -- SURE 130 IAFAYETTE, IA 70501 tt� (337) 666-7176 TEL (337) 896-6663 FAX 2920 NINGWW ST. SURE 201 METNRIE, LA 70006 (504) 756-3112 TEL. oEKwPnaN 15r an: PrIDJA. ISM dA a/29/291e EU1Xl6 RENFM ML 9/1'1/4018 RR& 5511E 91- 9/20/2018 SITE NUMBER: 446904 SITE NAME: BANIA SITE ADDRESS: PEARL STREET NACOGDOCHES, TX 75961 STAMP HERE: DAVID M. ACKERMANN -. 12 113 4 17-20-18 DRAWN RY: BL CHECKED BY: DMA DATE DRAWN: 3/29/2018 M JOB N0: 2117-120–f O01:We SHEET ME GENERATOR SPECIFICATIONS E-8 13 E GFN AFRI NOTES: SITE DEVELOPMENT AND FINISHING NOTES: 1. VERIFY All EXISTING SITE CONDITIONS, QUANTITIES AND DIMENSIONS BEFORE STARTING WORK. NOTIFY THE CONSTRUCTION MANAGER OF ANY STRUCTURAL ANALYSIS. 7. CONCRETEFOUNDATIONSSHALL BE ON GANIC PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE FINAL RF DESIGN AND OTHER ED 7. THE COMPLETE BID SOLT E SHALL UNSATISFACTORY 1. ALL CUT AND FILL SLOPES SHALL BE 2 : I MAXIMUM. Vel'�Z DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEDDING WITH THE WORK. 2. DIGGING AND EXCAVATION - HAND DIG ALL EXCAVATIONS AND TRENCHES IN AREAS SUSPECTED TO CONTAIN EXISTING GROUNDING FOR THE FOUNDATION. 2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONDUCTORS, GROUND RODS, POWER/TELCO CABLES OR OTHER BURIED UTILITIES. mwxa fAx2w a 9/12/01e BRACING, SHORING, TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK 3. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON UNDISTURBED AND UNFROZEN 9. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. = SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE 9, AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK FILLING, ALL EXCAVATIONS 3. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL 10. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL PROVIDED IF REQUIRED. M--'wD/Ml wrlarMAnox a& TME OmuO.T pearmn a BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMTIED TO 4. COLLOCATION SITE FINISHING - UNLESS OTHERWISE DIRECTED BY THE LESSEE'S PROJECT MANAGER, AREAS OF COMPOUND mem mwwmNc, IK. uo 1faN ua .WD R 110N s G TmmceO m 1R: aaawJL INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL CLEAN SET OF CONTRACT DRAWINGS WHICH EXPANSION OR SPACE LOCATED WITHIN THE LEASED AREA SHALL BE FINISHED TO THE SAME STANDARD AS THE BALANCE OF THE OR AT THE SOLE DISCRETION OF THE PROJECT MANAGER. THE FINISH STANDARD OF THE LESSEE SHALL BE 8R KR 4favt M W REPT&➢. RRM RnMow:IwN oN Rs2vnaN Irc NW IE1Hm, w alolE oN w war, 6 cNaxN88 oar ar LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. - IN LAYERS AND COMPACTED. EXISTING COMPOUND PROVIDED. REFER TO ITEM #5. w0f1a Pme� mw ra6m ��' INC. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND MARKING IS REQUIRED BY 5. LESSEE SITE FINISH STANDARD - PROVIDE A MINIMUM 4" THICK LAYER OF CRUSHED STONE (APPROX. I- DIAMETER W/O FINES) ee �LINC.CONSTRUCTION TOWER ElIMERNGI NC THE FEDERAL AVIATION ADMINISTRATION (FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER LESSEE: VERIZON WIRELESS OVER 6 MIL WEED BARRIER, OVER 6' COMPACTED BASE. FILL MATERIAL SHALL BE EQUAL TO CRUSHED LIMESTONE CONFORMING TO�� 303 WEST VERMILION ST. AUTHORITIES IN THE EVENT OF A PROBLEM. SUB -GRADE. STATE DEPARTMENT OF TRANSPORTATION REQUIREMENTS FOR TYPE 'A' GRADE 2 MATERIAL COMPACTED TO 952 PROCTOR DENSITY SUITE 130 12. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6' DEEP BEFORE COMPACTION. EACH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND OPERATED OR MACHINE TAMPERS TO <15% OF MAXIMUM DENSITY, AT SITE ADDRESS: OVER A COMPACTED SUB -GRADE THAT WAS SCARIFIED AND RECOMPACTED TO 952 PROCTOR DENSITY. IAfAYETIE U 70.501 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED BEING DONE. REFER TO ONE CALL NOTE ON THE TITLE SHEET. FILL SHALL NOT BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE. (337) 866-7176 TEL INSPECTIONS. A MINIMUM OF 24 HOURS OF NOTICE SHALL BE GIVEN AND THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS 6. REPAIR/REPLACE - AT NO ADDITIONAL EXPENSE TO THIS CONTRACT, ANY CONSTRUCTION RELATED DAMAGE TO ANY EXISTING SITE (337) 896-6663 FAX OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IF POSSIBLE. SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AND SHALL THEN BE COVERED WITH 4• DEEP COMPACTED STONE OR ELEMENTS OR FINISHES WITHIN THE COMPOUND, IN ADJACENT AND/OR ALONG ROUTES TO THE WORK AREA HOWEVER INCIDENTAL TO 16. ALL EXCAVATIONS SHALL BE BARRICADED FOR PERSONNEL PROTECTION AND CONCRETE PIERS SHALL BE FILLED BY END OF DAY. MANAGER WILL CONFIRM FAA APPROVAL OF TOWER LOCATION BY ISSUING TOWER RELEASE FORM. NO TOWER SHALL BE CONSTRUCTED -(E OF TEh THE PROSECUTION OF THE WORK, SHALL BE PUT IN A PRECONSTRUCTION CONDTIION TO THE SATISFACTION OF THE LESSEE'S 2920 KINGMAN ST. SUITE 6. CONSTRUCTION UNTIL THE TOWER RELEASE FORM IS ISSUED TO THE CONTRACTOR. 17. VERIFY REQUIREMENTS OF OTHER TRADES PRIOR TO PROCEEDING WfTIi FABRICATION OR INSTALLATION OF MATERIALS. PROJECT MANAGER. METWRIE U 70D06 MATERIAL TO IfT5SNN0 DEPTH AND ERHERSOIL IS NOT HBE REPLACED WITH DESIGNATEDED AT THE (504) 756-3112 TEL. IS RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMfITAL. EXCAVATIOCONTRACTOR MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED REVISION B. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE FOR THE FOUNDATION. W. ° Ad1 w Mm 1 ' '6 3/'p/m1e MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE S. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY COMPACTED GRANULAR MATERIAL OF mwxa fAx2w a 9/12/01e CONTRACTOR'S EXPENSE. CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF 1rt�rl 9/20/mfe 9. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILING CONCRETE THICKNESS. = FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASE PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR. 9, AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK FILLING, ALL EXCAVATIONS 10. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL 10. BACK FILL SHALL BE: - SITE NUMBER: 11. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A - APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND, GRAVEL, OR SOFT SHALE; SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. CLEAN SET OF CONTRACT DRAWINGS WHICH - FREE FROM CLODS OR STONES OVER 2-1/2• MAXIMUM DIMENSIONS; d%�o 446904 12. FOR THE PURPOSE OF THESE CONSTRUCTION DOCUMENTS, THE FOLLOWING DERNTIIONS SHALL APPLY: - IN LAYERS AND COMPACTED. OWNER: VERIZON WIRELESS 11. BACKFILL - ALL BORROWED FILL MATERIAL SHALL BE EQUAL TO STATE SPECIFICATION FOR TYPE A, GRADE 1 OR 2, COMPACTED TO SITE NAME: PROJECT MANAGER: VERIZON WIRELESS OR DESIGNATED ALTERNATE 952 PROCTOR DENSITY. WHERE TRENCHING IS REQUIRED, BACKFlLUNG WITH MATERIALS EXCAVATED FROM THE TRENCH WILL BE PERMITTED UNLESS OTHERWISE DIRECTED BY THE PROJECT MANAGER. ALL TRENCH BACKFILLING SHOULD BE COMPACTED IN LIFTS gpNIA LESSEE: VERIZON WIRELESS NOT TO EXCEED 6" COMPACTED DEPTH AND TO 952 PROCTOR DENSITY FLUSH TO THE SURFACE OF THE FINISHED COMPACTED 13. CARE SHALL BE TAKEN TO LOCATE ALL EXISTING UNDERGROUND OBSTRUCTIONS, UTILITIES AND/OR EASEMENTS BEFORE DIGGING OR DRILLING ON THIS SUB -GRADE. SITE. 12. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6' DEEP BEFORE COMPACTION. EACH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND OPERATED OR MACHINE TAMPERS TO <15% OF MAXIMUM DENSITY, AT SITE ADDRESS: 14. UTILITY CHECK - BEFORE COMMENCING ANY WORK AT THE SITE, CONTACT THE ONE CALL SYSTEM IN THE STATE IN WHICH UNDERGROUND WORK IS THE OPTIMUM MOISTURE CONTENT 322 AS DETERMINED BY ASTM DESIGNATION D-698, UNLESS OTHERWISE APPROVED. SUCH BACK PEARL STREET BEING DONE. REFER TO ONE CALL NOTE ON THE TITLE SHEET. FILL SHALL NOT BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE. NACOGDOCIHES, TX 75961 15. CARE SHALL BE TAKEN TO PROTECT THE SITE AND THE SURROUNDING AREA FROM FIRE HAZARD DURING 'NOV OPERATIONS. ADEQUATE EQUIPMENT, 13. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND PREVENT WATER FROM STANDING. THE FINAL GRADE PERSONNEL AND EMERGENCY COMMUNICATIONS SHALL BE PROVIDED TO PROTECT LIFE AND PROPERTY IN AND SURROUNDING THE CONSTRUCTION SITE. SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AND SHALL THEN BE COVERED WITH 4• DEEP COMPACTED STONE OR STAMP HERE: 16. ALL EXCAVATIONS SHALL BE BARRICADED FOR PERSONNEL PROTECTION AND CONCRETE PIERS SHALL BE FILLED BY END OF DAY. GRAVEL -(E OF TEh CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL CITY. COUNTY AND �.-r.,,�p............ti •.• 17. VERIFY REQUIREMENTS OF OTHER TRADES PRIOR TO PROCEEDING WfTIi FABRICATION OR INSTALLATION OF MATERIALS. STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW •. �, 18. COMPLETE SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS FOR REVIEW PRIOR TO FABRICATION. DRAWINGS CONTAINED IN THESE STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. SEDIMENT BARRIERS AND CHECK DAMS. *•; CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. BALE ............................. 19. ALL BIDDERS SHALL VISIT THE SITE BEFORE BIDDING TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. 15. FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS. OBSTRUCTIONS, M10 DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACING FILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER DAVID M. ACKERMANN 20. THE BUILDER/CONTRACTOR SHALL BE RESPONSIBLE WITH NO ADDITIONAL COSTS TO THE OWNER/LESSOR/PROJECT MANAGEMENT TEAM FOR ALL FEES, THAN VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL. BREAK UP GROUND SURFACE TO DEPTH REQUIRED, �• ................................ •Ot, 1 2 1 1 3 4 : o-: PERMITS, INSPECTION FEES RELATED TO THIS PROJECT, OR SEE THAT ANY AND ALL SUCH CHARGES ARE PAID BY THE RESPECTIVE SUBCONTRACTORS PULVERIZE, MOISTURE -CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED DENSITY. ro.. t ASSOCIATED WITH THIS PROJECT. 18. REPLACE THE EXISTING WEARING SURFACE ON AREAS WHICH HAVE BEEN DAMAGED REMOVED DURING CONSTRUCTION OPERATIONS. t c , F N •/ 21. THIS BUILDER/SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING FACILITIES AND SHALL REPLACE OR REPAIR TO L SURFACE SHALL REPLACED MATCH EXISTING ADJACENT SURFACING AND SHALL BE OF THE SAME THICKNESS. NEW SURFACE \ � THE ORIGINAL CONDITION AS DETERMINED BY THE PROJECT MANAGER. SHALL BE FREE FROM CORRUGATITI ONS AND WAVES. EXISTING SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS FROM OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ALL 22. CUT AND PATCH ANY AREAS WHERE REQUIRED BY THE SCOPE OF THIS PROJECT. MATCH EXISTING WORK AND MATERIALS EVEN IF SUCH WORK FALLS AMOUNTS OF EARTH. ORGANIC MATERIAL, ADDITIONAL RESURFACING MATERIAL AS REQUIRED. BEFORE SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO IN THE 'I -2D -ZS DRAWN IT': EK OUTSIDE OF THE UNITS OF THIS CONTRACT. REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED ELECTED MATERIAL. SURFACING SHALL NOT BE USED FOR RULING CHECKED BY: Ela 23. THE OWNER OF THE SITE RETAINS SALVAGE RIGHTS TO ALL MATERIALS AND EQUIPMENT REMOVED FROM THE EXISTING WORK. MATERIALS AND DEPRESSIONS IN THE SUBGRADE. DATE DRAWN: 3/28/2018 EQUIPMENT NOT CLAIMED BY THE OWNER SHALL BECOME THE PROPERTY OF THE BUILDER/SUBCONTRACTOR WHO SHALL ASSUME COMPLETE RESPONSIBIUTY FOR THE REMOVAL AND APPROPRIATE DISPOSAL THEREOF. 17. PROTECT EXISTING SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING OR OTHER TO JOB NO: 2117-120-1001:046 SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE 24. DIMENSIONS NOTED AS '+/-' OR 'VERIFY ARE BASED ON MATCHING EXISTING CONDITIONS AND MAY VARY SLIGHTLY FROM THE DIMENSIONS AS WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING SHALL BE RESTORED TO MATCH SHEET TITLE: SHOWN. NOTIFY THE PROJECT MANAGER IF SIGNIFICANT VARIATIONS ARE ENCOUNTERED AT THE SITE THE ADJACENT UNDAMAGED GRAVEL SURFACING AND SHALL BE OF THE SAME THICKNESS. 25. DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED IN SUCH A MANNER THAT NO DISRUPTION OF EXISTING FACILITY OPERATIONS 18. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGUGENCE SHALL BE REPAIRED/REPLACED TO WILL OCCUR. OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. GENERAL NOTES 26. THE NATURE OF THE SITE RELATED ACTIVITIES REQUIRES THAT ACCESS TO THE SITE MUST BE MANAGED AT ALL TIMES DURING HOURS OF OPERATION 19 CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO AND WHEN THE SITE IS UNATTENDED. WORK WITH THE OWNERS REPRESENTATIVE FOR SAFETY AND SECURITY AT ALL TIMES. PROPERTY OWNER'S OPERATIONS. 27. CONTRACTORS SHALL BE REQUIRED TO PICK UP ALL OWNER SUPPUED EQUIPMENT AS DIRECTED BY THE PROJECT MANAGER WITH NO ADDITIONAL 20. THE AREA IMMEDIATELY AROUND NEW EQUIPMENT SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE COST TO THE JOB. EQUIPMENT. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. SHEET NUMBER: REV. p 28. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 21. RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY, AND FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, 29. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH VERIZON REPRESENTATIVES TO DISCUSS ALL ASPECTS OF THE CONSTRUCTION SCOPE FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCE. J 1 N-1 OF THESE DRAWING TO ENSURE HE IS FAMILIAR WITH AND UNDERSTANDS ALL REQUIREMENTS AND INTENT OF EACH ACTIVITY. LL ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 6. EACH END OF EVERY POWER. POWER PHASE CONDUCTOR (I.E., HOTS). GROUNDING, AND TI CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TME (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACTY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9, ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (114 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET AND DRY) OPERATION; USTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (/6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CUSS B STRANDED COPPER CABLE RATED FOR 90'C (WET AND DRY) OPERATION; USTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (114 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET AND DRY) OPERATION; WITH OUTER JACKET; USTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND POWER GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (90'C. IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALUC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALUC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL. BE USED FOR CONCEALED INDOOR LOCATIONS. 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 18. RIGID NONMETALUC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 19. UGUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TRE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SEI SCREW FITTINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 22. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA I (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA I (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS I; AND RATED NEMA I (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALUC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA I (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS. CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPUCABLE CODES AND STANDARDS TO SAFEGUARD AGAINST UFE AND PROPERTY. GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND verizonv 1�4 DRNIMCS NmNR raMP)) ELECTRODE SYSTEMS. TESTING SHALL BE IN ACCORDANCE WITH SPECIFICATION 24782-000-3PS-EGOO-00001. USE OF OTHER METHODS 9FW1GlAIN Ta& nz LlccusrT RiOPFRIY aT MUST BE PRE -APPROVED BY CONTRACTOR IN WRITING.TOA1R IMG IND MM 9]E W TterAlNx BMu eE MSTRL'IT0 m aMluri m m RL m BL 2/12/=18 91E RR vMw Ti&T WS PISPWae. � REL 3. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 RAM=IC m 99 Bw0 " er WW YL'INDD. N OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND wRmMTx ttalmsi maM mrtR tom, Ixc. ANY OTHER EXISTING ELECTRODE EQUAL TO THE BURIED LENGTH OF THE ROD. IDEALLY, CONTRACTOR SHALL STRIVE TO KEEP THE y�p� �M TOWER EN9N MID, WC. SEPARATION DISTANCE EQUAL TO TWICE THE BURIED LENGTH OF THE RODS. 4. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO 303 WEST VERMIUON ST. PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. SUITE 130 LAFAYETTE, LA 70501 5. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING (337) 886-7176 TEL ACROSS THE DISCONTINUITY WITH I6 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. (337) 896-6663 FAX 12. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADE EXTERIOR UNITS 2920 KINGMAN ST. 6. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH SUITE 201 GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS METNRIF, LA 70006 EQUIPMENT. (504) 756-3112 TEL 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK-TO-BACK CONNECTIONS ON OPPOSITE SIDES OF REVISION THE GROUND BUS ARE PERMITTED. ra. ecvaaPlloll m ws 1 PR Mm E JR ]/Y9I'm18 8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. m m RL m BL 2/12/=18 {1V1 6 E BL B/20/LI18 9. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF 24 INCHES. 10. EACH INTERIOR BTS CABINET FRAME/PUNTH SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH 16 AWG STRANDED, - GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. EACH OUTDOOR CABINET FRAME/PUNTH SHALL BE DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 12 AWG SOLID TIN-PLATED COPPER WIRE. SITE NUMBER: 11. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, SHALL BE 12 AWG SOLD TIN-PLATED 446904 COPPER UNLESS OTHERWISE INDICATED. 12. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADE EXTERIOR UNITS SITE NAME: SHALL BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE. INCLUDING SET SCREWS. HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USED WITH WRITTEN PERMISSION FROM BANTA VERIZON MARKET REPRESENTATIVE. 13. EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. SITE ADDRESS: 14. ALL WIRE TO WIRE GROUND CONNECTIONS TO THE INTERIOR GROUND RING SHALL BE FORMED USING HIGH PRESS CRIMPS OR SPLIT BOLT PEARL STREET CONNECTORS WHERE INDICATED IN THE DETAILS. NACOGDO(.HES, TX 75961 15. ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD, COPPER COMPRESSION CAP CONNECTORS MAY BE USED FOR WIRE STAMP HERE: TO WIRE CONNECTORS. 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS SHALL BE USED FOR CONNECTION TO ALL ROOFTOP BTS EQUIPMENT AND STRUCTURAL STEEL OF x�% �pC............. -1� 16. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR USING 5� /� S TWO HOLED MECHANICAL TYPE BRASS CONNECTORS AND STAINLESS STEEL HARDWARE. *lam �/`y/J\VTJ '•, Al 17. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND :::............................l CONNECTIONS. DAVID M. ACKER IANN 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL ................................ II 12 1 1 3 4�� 19. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN P, IIO�F ACCORDANCE WITH THE NEC. N 20. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF THE BURIED GROUND RING WITH 1 2 SOLID AWG TIN-PLATED COPPER GROUND CONDUCTOR. 9-20-18 21. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND UGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC DRAWN 7.BL OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METAUUC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH CHECKBY: DAN EDIRED HALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALUC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE DATE DRAWN: 3/29/2018 (E.G.,NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL TU JOB ND: 2117-12D-1D01:WB CONDUIT WITH LISTED BONDING FIRINGS. GENERAL ELECTRICAL AND GROUNDING NOTES SHEET NUMBER: I REV. d h 3 PLANNING AND ZONING COMMISSION MEETING AGENDA ITEM 6 - SUP18-02 CONDUCT A PUBLIC HEARING AND CONSIDER A REQUEST AND TAKE ACTION FOR APPROVAL OF A SPECIFIC USE PERMIT TO ALLOW FOR A STONE, SAND, GRAVEL, AND MINERAL EXTRACTION ON A PORTION OF THE PROPERTY (APPROXIMATELY 7.1 ACRES) TO BE CONSTRUCTED ON LOTS 1-A AND 4-A, CITY BLOCK 65, PROPERTY ID 26248, GENERALLY LOCATED AT 2722 DURST STREET. Planning and Zoning Commission NacoRdoches Date: December 17, 2018 the oldest town in Texas Agenda Item: 6 PRESENTER: Leo Mantey, Planning Director ITEM/SUBJECT: Public Hearing: Consider ordinance approving a specific use permit within the City of Nacogdoches for 2722 Durst Street. Submitted by Miles Bradshaw. SUP18-02. Background The request is for a specific use permit to allow a Stone, Sand, Gravel and Mineral Extraction, on 2722 Durst Street, generally located 507 feet east Loop 224 at the edge of the city limits. The 7.1 -acre property is currently zoned A -Agriculture which allows the property to be presently used for agricultural purposes, newly annexed, for open spaces, or area not yet developed due to unavailability of urban services. A Specific Use Permit is required to allow, a Stone, Sand, Gravel and Mineral Extraction use in an Agricultural Zoning. If approved, the entire site development will adhere to all regulations and requirements of the A -Agriculture Zoning district. Existing Land Use The lot has a residential building on site and abounds industrial and residential zones. Zoning The zoning designation for the said property is A -Agriculture. Future Land Use Per the 2003 Nacogdoches Comprehensive Plan, the Future Land Use designates about 15% of the property as Commercial. The remaining portion is designated as Vacant to allow for any use that fits the demand of the neighborhood. Factors to be Considered in Approving an SUP Per Section 118.173 of the Nacogdoches Code of Ordinances, the following factors are to be considered when considering an SUP: Compatibility The area is in close proximity to Loop 224, and has mixed uses of residential, commercial and a large tract of land for industrial use which is being used for Stone, Sand, Gravel or Earth Sales and Storage. The stretch of land along Durst Street is primarily residential with pockets of vacant land that have been zoned for residential uses. The applicant has proposed this specific use permit for the intended use because of the similar use existing next door. The same business adjacent to this property has been in existence for over 20 years. Staff believes that having the same type of use next door will have adverse impacts on surrounding land uses. The area is primarily made of varying residential uses, and therefore increasing the presence of a stone and sand quarrying and movement along this residential neighborhood will not be ideal for the residences along the street. Orderly growth and development The development will adhere to all subdivision regulations. Based on the site plan provided, it is likely the proposed use will level the land for future development. Staff is only concerned that there is an existing NacoRdocheso-_ the oldest town in Texas Planning and Zoning Commission Date: December 17, 2018 Agenda Item: 6 use of the same nature adjacent to the property. An orderly development of the same use might increase the adverse effect of this use within the neighborhood. Supporting Facilities The site is adequately served with all basic utilities. All developments such as driveway, parking, etc. will have to conform to current development standards. Drives and Parking A driveway and parking spot for the business use will be provided. They will have to conform to current city development standards. Nuisances Staff believes that before approving this development, dust, fumes, and noise pollution should be considered as issues of concern. Lighting The development does not propose any lighting. Landscaping The development does not propose any landscaping on site. Conformity to the 2003 Comprehensive Plan Over the years, development along Durst Street and inside the Loop has been primarily residential. It will therefore be appropriate to designate or propose residential uses or other non-residential uses that will be compatible with residences. In the desire to harmonize land uses in an area, it is always relevant to consider the predominant use or zoning and then allocate future use or zoning that will blend and integrate better. Approving this specific use will not be a great fit for the surrounding zone and use, and will defeat the vision of the Comprehensive Plan which states; Nacogdoches, the "Oldest Town in Texas," appreciates and protects its historical, natural, and cultural character, promotes a healthy living environment, and enjoys future growth and prosperity. Staff does not believe the proposed use conforms to the 2003 Comprehensive Plan in that area. Notices: Staff sent out 8 notices to property owners within the 200 foot notification area. There were zero (0) responses received in favor of the request, and zero (0) responses received in opposition of the request. Staff Findings and Recommendation Staff will like to outline the following findings: • It is important to note that there is an existing use of the same nature to the west of the property. This SUP if approved will likely increase the adverse impact on residential uses along this street. Some other enclosed industrial or commercial land use with less impact NacoRdocheso-_ the oldest town in Texas Planning and Zoning Commission Date: December 17, 2018 Agenda Item: 6 will be a better fit for the area since it won't increase the negative impact on residential street. • Staff believes a Stone, Sand, Gravel and Mineral Extraction use will have a detrimental effect on the neighborhood; there is already a similar one in -use adjacent to the property on a street that is wholly residential. Staff believes the proposed industrial use in a residential neighborhood will increase existing negative environmental impacts, such as increased air, fume and sound pollution and will reduce the surrounding neighborhood quality. • Residents living in proximity to quarries can potentially he affected by dust up to 0.3 miles from the source, although continual or severe concerns about dust are most likely to be experienced within about 328ft of the dust source. The main potential impacts of dust are visual impacts, coating/soiling of property (including housing, washing, and cars), coating of vegetation, contamination of soils, water pollution, change in plant species composition, loss of sensitive plant species, increased inputs of mineral nutrients and altered pH balances. Respirable particles, i.e. those less than 10 micrometers in diameter, have the potential to cause effects on human health, depending on exposure levels. (Quarries and Ancillary Activities, Guidelines for Planning Authorities) • The applicant has submitted some documents to give more information on the project (see attached documents) Based on the above findings, Staff would recommend the Planning and Zoning Commission consider the above findings before making a recommendation on the SUP. FINANCIAL: X There is no financial impact associated with this item Item is budgeted: ( - - ) In the amount of $ Item is not budgeted (Budget Amendment required; please attach BA ordinance) Amount: $ GL Account #: Item is estimated to generate additional revenue: CITY CONTACT: Leo Mantey, Planning Director manteyl(@ci.nacogdoches.tx.us 559-2572 ATTACHMENTS: Location Map Aerial Map Project description Zoning map Future Land Use Map Notification Map Site Plan Dust Length Map 2722 Durst Street Location Map LT 15-A-2 LT 17 BK 66 LT 1 -A-2 & & 16-2 16- BK 66 BK 66 3210 LT4BK55 LT 1 BK 65 LT 1-B BK 65 LT1-A BK 65 LT 2 NORTH / LT 4-C BK 65 65 LT 1 BK 65 arc �� LT 1-C BK 65 19 00i LT 4H BK 65 ��_/ LT 1 BK 65 LT 2 \ ` { SOUTH BK 65 272 LT 3 BK 65 L K 65 TB 1 20 LT 2 BK 65 LT 4- 5 61 1 0 LT2BK65 TB 1 LT 58-B BK 56 LT 1 BK 56 Legend LT 4-F BK LT 2 BK 56 SOUTH B 5 83 2722 Durst Street BK6 6 LT1BK56 0 80 160 320 480 640 Created by: Caleb Hill Feet Date: 10/15/2018 Data: City of Nacogdoches 2722 Durst Street Aerial Map OF, LT $47 '6 15-A-2 LT -BV�,.4 LT 15-A-2 & & 16-2 16-2 BK 66 BK 66 3210 .7 JAI At 4 LT 4-C B 6t SA LT 4-H BK 651 2� 4- 40� LT 4-B 6 0 0 B B 61 LT2BK 65 4 LT 58-B BK 56 4X6dhBK 56 BK 56' ILT 1-C EW Z.LT 2 N VO LT 1 BK 65 0 51 LT I B,�K 65 V, LT 3 BK 65 LT 2 BK 65 44 Legend 2722 Durst Street 0 80 160 320 480 640 Created by: Caleb Hill Feet Date: 10/15/2018 Data: City of Nacogdoches MUNICIPAL ZONING APPLICATION PROPERTY INFORMATION c Street Address Q rz 57- J fir-+? Legal Description Lot(s) I Pi �- �(0 City Block Subdivision Subdivision Block PROPERTY OWNER INFORMATION• II Name (as listed on the deed) Mailing Addressy W uy J} Vr—,' J� City a,(, -"o, State Zip -7 S8 Daytime Phone Number (Z�O y ��' �� Signature APPLICANT INFORMATION /� Name 1 V 1 f. I<-:— - i�GJZ S Lr.� Mailing Address Dr- l v L CityState Zip_ 7 C y Daytime Phone Number�( (1 b Signature Description of Request: Current Zoning: A R-1 R-2 R-3 R-4 M B-1 B-2 B-3 I-1 I-2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Requested Zoning: A R-1 R-2 R-3 R-4 M B-1 B-2 B-3 I-1 I-2 N/A (SUP or HO) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Type of Request: Specific Use Permit Zone Change Historic Overlay $300.00 $300.00 No Fee ❑ ❑ ivote: i nis request WILL NUT be accepted by the City UNLESS it is accompanied by the appropriate filing fee in the form of a check made payable to The City of Nacogdoches or by cash and the most current copy of the property deed, showing the owner listed on this application as the owner of the property. Date fee paid: Case Number C� 601 �� L'1� City Of Nacogdoches Planning Department P.O Box 635030/ 202 E. Pilar Street, Nacogdoches, TX 75963 Ph. (936) 559-2571 — Fax (936) 559-2910 APPLICATION FOR SPECIFIC USE PERMIT OR ALTERNATIVELY RE -ZONING FROM AGRICULTURAL TO HEAVY INDUSTRIAL 2722 DURST STREET A. Background This is an application for a Specific Use Permit (SUP) for the permitted use of Stone, Sand, Gravel and Mineral Extraction on a property located at 2722 Durst Street and currently zoned Agricultural (A). In the alternative, this request is also presented as an application to re -zone the 7 -acre portion of 2722 Durst from Agricultural (A) to Heavy Industrial (1-2) (as shown in Exhibit 1 — Subject Property Plat). This request was initially considered as a potential re -zoning by the P&Z Commission at a public meeting on November 12, 2018. The matter was tabled. After more detailed information was provided to the City Planner, it was determined that, according to the City's Land Use Schedule, this request could be considered as either an SUP application or a re -zoning. (Exhibit 2 - Land Use Schedule). The preferred action depends on the City's proposed conditions, if any, that might be required as part of an SUP. Below is a description of the neighboring properties, the proposed activity, including a site plan, topography map, and a description of protections of neighboring property. B. The Area Subject Property (2722 Durst) - The Applicant is a prospective purchaser of the property at 2722 Durst Street, a 7.906 acre tract of land ("Subject Property") currently zoned A (Agricultural). It has a small well-maintained older home at the front of the Property near Durst Street. (Exhibit 1 — Subject Property Plat). Kolb Property (to the West) - The contiguous property on the western border is the property commonly known as the David Kolb Dirt Excavation site ("Kolb Property") where dirt materials have been excavated for many years and is now almost entirely excavated to about 5-10 feet above street level. The Kolb Property is zoned 1-2 (Heavy Industrial) according to the City Zoning Map (Exhibit 3 — City Zoning Map). Between the Kolb Property and the West Loop feeder road there are two narrow tracts zoned General Business. Hensley Properties (to the East) - To the east of the Subject Property is a contiguous 8.47 acre tract currently zoned Agricultural. It is of similar size and shape as the Subject Property, and is owned by an individual, Ms. Katie Hensley. Ms. Hensley also owns the 4.18 acre tract contiguous with her 8.47 acre tract. However, according to the City Zoning Map (Exhibit 3) the 4.18 tract is currently 1 zoned Heavy Industrial (1-2). Each tract appears to have a residence near Durst street (collectively the "Hensley Properties"). C. The Proposed Use/Project The proposed use of the back 7 acres of the Subject Property is the excavation of red and white sand materials, and eventual leveling and sloping of the land to a level compatible with the neighboring lands and the Subject Property's 1 -acre home site. With the adjacent Kolb Property already excavated down to a more easily developed property for future commercial or similar uses, it makes sense for the back 7 acres of the Subject Property to also be excavated to a compatible level. The applicant is contracting exclusively with Duck's Dozer (Toadie Duckett, owner) to complete the excavation project. It is expected the excavation will take 5 to 10 years depending on demand for the material. The sand material is used primarily to build up home and commercial building site pads. Demand for the material is driven in large part by building activity in Nacogdoches and surrounding areas. The existing residence on the Subject Property will continue to be used as a residence. If the City's action is re -zoning, the applicant will survey out and sub- divide about an acre tract around the residence as shown in Exhibit 1. If an SUP is granted, no subdivision is necessary. 1. Topo Map (Exhibit 4) The topo map indicates the Subject Property slopes eastward toward downtown and the drop in elevation from the west boundary to the east boundary (the Hensley property line) through the majority of the excavation area is about 10 feet - from an elevation of 442 feet to 432 feet. The Subject Property also slopes somewhat from north to south from a high of 445 feet in the back northwest corner of the Property to a low on the front southern boundary at Durst Street of about 405 feet. The elevation on most of the Kolb Property in the flat areas is about 410- 415 feet. (Exhibit 4) 2. Site Plan (Exhibit 1) a. Excavation - The applicant has the Subject Property under contract, and upon closing the sale will contract exclusively with Duck's Dozer (owned by Mr. Toadie Duckett) to gradually excavate the dirt materials from the Property down to an elevation of about 412-415 feet (slightly higher than Kolb Property). The excavation is expected to occur gradually over a 5 to 10 year period, and would occur during regular business hours (8 a.m. — 5 p.m.). 2 b. Crushed Concrete Driveway/Fence and Locked Gate — As shown in Exhibit 1, we intend to make a crushed concrete driveway from Durst Street extending north about 150 feet to a locked double gate fenced entrance just behind and to the west of the house. The fence and gate will run east to west behind the house across the Subject Property. We have confirmed with City engineers that the driveway can be installed such that the entrance on Durst Street will have a distance of over 120 feet on each side between it and the existing driveways - one on the Kolb Property to the west, and one on the Subject Property extending to the residence. c. Gradual Clearcutting — The Property has some brush and small/medium timber (mostly hardwood) that will be cleared as needed by Duck's Dozer to excavate material starting at the back (north) end of the Subject Property and moving toward the front (to near the fence behind the house). An area for burning brush piles will be made near the back/middle of the Subject Property so as to meet the City Fire Marshal's distance requirements of a minimum 300 feet from a structure and a minimum 50 feet from any boundary line. d. Equipment On -Site - Duck's Dozer will exclusively perform the work needed to complete the project — crushed concrete driveway, fence and gate, clearcutting, outdoor burning and excavation. The heavy equipment on site will vary from time to time (since it may be used on other job sites), but generally is expected to include: 1-2 medium-sized dozers; 1-2 large backhoes; 1-2 dump trucks; and a medium-sized water tanker truck. Duck's Dozer owns a water tanker truck that will be used to minimize dust from the excavation activity and to enhance the safety of any permitted outdoor burning. The operators' personal vehicles will be parked on-site during regular business hours (8 a.m. — 5 p.m.). e. Protection of Neighboring Land — The Property has three neighboring properties: (1) LUDCO Electric to the north; (2) the Kolb Property to the west; and (3) The Hensley Property to the east (a rent home on 8.47 acres (2600 Durst); Ms. Hensley also owns the next property eastward - a 4.18 acre tract (2620 Durst). To date, Ms. Hensley is the only person/entity to respond to City notices of possible re -zoning. She appeared and spoke at the November 12, 2018 P&Z meeting. Ms. Hensley's primary concern was that her boundary not suffer erosion resulting from the excavation. 3 For the two reasons described below, erosion should not be an issue. 1. 2.0 -Foot Setback — If an SUP is issued, the applicant is amenable to a condition in the SUP of a 20 --foot setback from the shared boundary. That amount of undisturbed earth should more than suffice not to create any erosion issues on Ms. Hensley's boundary. As an example, one can view the existing cut line on the Kolb Property, existing for several years, and see that no significant erosion has occurred. The subsurface material has very good holding strength — one reason it is used for building site pads. 2. Slope Extends Eastward Awav from Common Boundary — As shown in the topography map (Exhibit 4), the slope of the land extends eastward away from the common boundary between the Hensley Property and the Subject Property. As such, there will be no water drainage over the cut line that might arguably contribute to erosion. All drainage from the cut line toward and continuing across Ms. Hensley's property will slope downward. Based on the strength of the subsurface material, the cut line should not erode at all, and certainly not if the cut line exists 20 or more feet from the boundary line. D. Ordinance Factors for Re -Zoning or SUP City Ordinance Section 118.173 gives eight (8) relevant factors for consideration by the P&Z Commission/City Council when considering a request for re -zoning and/or a specific use permit. The applicant asserts that the proposed project and use meets those factors, whether ultimately determined to be a re- zoning from Agricultural to Heavy Industrial or an SUP. Compatibility. With a sand excavation site immediately next door already zoned 1-2 that has operated with no complaints for many years, designating the subject property as 1-2 for the same purpose is compatible with the area. While the Hensley Property has a small residence near the front of its 8 -acre tract, considering the similar size and because the Subject Property home site will remain as a separate property, there will be little, if any disruption of the current use of that property. Behind the Subject Property is the LUDCO Electric business site, whose commercial use is compatible with the Subject Property as well. Finally, according to the City's Zoning Map, the 4.18 acre tract owned by Ms. Hensley is already zoned Heavy Industrial (1-2). Orderly growth and development. The proposed use maximizes the current development of the Subject Property consistent with the area. The expected development and widening of Highway 69 along the West Loop will likely result in 2 additional commercial/business development of the highway properties near the intersection of Durst and Highway 69. Excavating the back 7 -acres at or near the level of the Kolb Property will only benefit and encourage future commercial uses and opportunities for all nearby property. In turn, this should result in an increase in future tax base for the City. Supporting Facilities. The crushed concrete driveway to be added to the Subject Property will be constructed at a location that allows just over 12.0 feet on either side to the next driveway access on Durst Street. If the City's action is an SUP, the applicant is amenable to a condition that the crushed concrete driveway is a temporary driveway used only during the excavation period, and it would be removed upon completion of the excavation project. Drives and Parking. As noted above, the only on-site parking required is the equipment described above and parking for the operator's personal vehicles during work hours (both of which will always remain behind the locked gates). Nuisances. With the existing similar use taking place over the last several years on the Kolb Property, issues such as dust, fumes and noise should not be an issue. The water tanker truck will be used to minimize dust and enhance the safety of periodic permitted brush pile outdoor burning. Lighting. Not applicable. Landscaping. Not applicable. Comprehensive Plan. The City's comprehensive plan encourages compatible development for the City. This project enhances future development in the area. Thank you for your consideration. If needed, you may reach me by telephone at (936) 564-0010 (office) or (832) 655-.8100 (cell); or by email — mbradshaw(aDkbslawgroup.com Miles Bradshaw, Applicant 5 -V S 31-,- I �OJ ACRE,9 7-M04 VA LUDIIi T.J. A cE-1 A,L k14C7 TC 10� vv/ ASP14A �r -40 'A,ITIF r-l/X QRrJEWA? LOCA.-Ez ON" N" -Sja.'M-' P70P.Rr- VIA v I tot, T -p �C-L 0 Q- 8 0 r R h n W J4 06� �i may* f Gi 'f s 0 r osf W 06� w� f L XI�I��T m LJ v� r osf 06� L XI�I��T m LJ v� osf 06� P,3 OF 3 2722 Durst Street Zoning Map LT 15-A-2 & 16-2 1-2 LT 1 -A-2 & BK 66 16- BK 66 3210 B-2 LT 4-H BK 65 T NLT BX LT 4-C BK 65 LT 4-F � BK SOUTH B 5 BK 6 LT 17 BK 66 R-4 LT 1 BK 65 LT 1-B BK 65 LT4BK55 A LT 2 NORTH 65 0 *2 LT 7-C BKX Q>;OOi LT 1 BK 65 LT 2 SOUTH BK 65 280 XVZLT 3 BK 65 272 L K 65 LT 4-B BK 65 2 JD '@° 61 Legend LT 2 Q2722 Durst Street LT 58-B BK 56 lJ- L 83 LT 1 BK 56 R-4 LT 1 BK 65 Agriculture General Business Heavy Industrial Multi Family 0 80 160 320 480 640 Created by: Caleb Hill Feet Date: 10/15/2018 Data: City of Nacogdoches 2722 Durst Street Notification Map 0 80 160 320 480 640 Created by: Caleb Hill Feet Date: 10/15/2018 Data: City of Nacogdoches 2722 Durst Street Future Land Use Map 0 80 160 320 480 640 Created by: Caleb Hill Feet Date: 10/15/2018 Data: City of Nacogdoches 2722 Durst Street Dust Length Map m� 0 170 340 680 1,020 1,360 Feet SES ' . �m Legend 328 FT 0.3 MI O Q 2722 Durst Street Created by: Caleb Hill Date: 11/5/2018 Data: City of Nacogdoches