10-21-20 BOA PAPERLESS PACKET

CITY OF DOVER, DELAWARE BOARD OF ADJUSTMENT MEETING Wednesday, October 21, 2020 at 9:00 AM Virtual Meeting AGENDA VIRTUAL MEETING This Board of Adjustment Meeting will be held partly as a Virtual Meeting using WebEx. Members of the Board of Adjustment as well as Representatives of each Variance Application will have the option to attend in person or receive a specific invitation to attend this meeting virtually. In the interest of public health and safety, members of the public are welcome to attend the meeting virtually via WebEx only. PUBLIC PARTICIPATION INFORMATION To Attend City of Dover Board of Adjustment Meeting of October 21, 2020 Public Participation Information: Dial 1-408-418-9388 Event number/Access Code: 173 959 1992 Event Password: eRbawcFw294 Event Address: https://cityofdoverde.webex.com/cityofdoverde/onstage/g.php?MTID=e834cf8f101b458140881bc2f22b 036ea Written comments are accepted via mail to City of Dover – Board of Adjustment, P.O. Box 475 Dover, DE 19903 and via email at CompPlan@dover.de.us. If you are new to WebEx get the app now at https://www.webex.com/ to be ready when the meeting starts. For problems accessing the meeting, please call the Planning Office at (302) 736-7196. WELCOME ROLL CALL APPROVAL OF AGENDA APPROVAL OF MINUTES 1. Approval of the Board of Adjustment Meeting Minutes of June 17, 2020 COMMUNICATIONS & REPORTS Meeting Reminder: The next Board of Adjustment Meeting date is November 18, 2020 at 9:00 A.M. 1

BOARD OF ADJUSTMENT MEETING - October 21, 2020 PAGE 2 NEW BUSINESS 2. Applicant #V-20-05 801 Otis Drive. Cellco Partnership d/b/a Verizon Wireless has requested a variance from the requirements of Article 4 §4.15 of the Zoning Ordinance pertaining to the permitted maximum building height. Specifically, to allow a proposed telecommunications monopole to reach a total height of 105 ft., an excess of 30 ft. above the permitted maximum height. Subject property is zoned C-3 (Service Commercial Zone). The Tax Parcel is ED-05-077.12-01-02.00-000. The owner of record is Tudor Enterprises, LLC. ADJOURN Posted Agenda: October 12, 2020 THE AGENDA ITEMS AS LISTED MAY NOT BE CONSIDERED IN SEQUENCE. PURSUANT TO 29 DEL. C. §10004(e)(2), THIS AGENDA IS SUBJECT TO CHANGE TO INCLUDE THE ADDITION OR THE DELETION OF ITEMS, INCLUDING EXECUTIVE SESSIONS, WHICH ARISE AT THE TIME OF THE MEETING 2

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT MINUTES June 17, 2020 A Regular/Virtual Meeting of the City of Dover Board of Adjustment was held on Wednesday, June 15, 2020 at 9:00 A.M. using in person, the phone/videoconferencing system WebEx due to Delaware’s Declaration of the State of Emergency for COVID-19 with Chairman Sheth presiding. Members present were Chairman Sheth, Colonel Ericson, Mr. Keller, Mr. Senato and Mr. Hufnal. Staff members present were Mr. Swierczek, Mr. Hugg, Mrs. Bulkilvish, City Solicitor Mr. Rodriguez, and Mrs. Savage-Purnell. APPROVAL OF AGENDA Mr. Keller moved to approve the agenda as submitted. The motion was seconded by Mr. Hufnal and unanimously carried 5-0. APPROVAL OF THE REGULAR BOARD OF ADJUSTMENT MEETING MINUTES OF MAY 20, 2020 Mr. Keller moved to approve the meeting minutes of May 20, 2020 with the necessary corrections. The motion was seconded by Mr. Senato and unanimously carried 5-0. OPENING REMARKS CONCERNING APPLICATIONS Mr. Dave Hugg, Planning Director stated that the meeting today will be conducted in accordance with the Agenda. There is one (1) application to be continued from the previous meeting under Old Business and one new (1) application on the agenda under New Business. Each Application file will be read, and the floor will be opened for questions of the applicant by the Board and for public testimony. If the Board needs to consult the City Solicitor, they will recess to discuss legal matters. If the applicant must leave, they can contact the Planning Office at 736-7196 to learn of the Board’s decision. A formal notice of the decision will be mailed to the applicants. Approved variances expire after one year if the approved project has not commenced. All public notice for the new application on this agenda was completed in accordance with Code requirements. The meeting agenda was posted in accordance with Freedom of Information Act requirements. COMMUNICATIONS & REPORTS The next Board of Adjustment regular meeting is scheduled for July 15, 2020 at 9:00am in the City Council Chambers and with virtual format. OLD BUSINESS Mr. Hufnal made a motion to remove Application V-20-02 from the table. The motion was seconded by Mr. Senato and unanimously carried 5-0. Mr. Hufnal mentioned that if the applicant liked the idea instead of the 1-foot, it would only be a 3

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 6-inch variance which would be a compromise. Applicant #V-20-02 245 McKee Road. Delaware Department of Corrections has requested a variance from the requirements of the Zoning Ordinance, Article 5 §4.7 of the Zoning Ordinance pertaining to permitted sign height and sign area for Nonresidential Uses Adjacent to Residential Districts along an Urban Minor Arterial. Specifically, to increase the height from 7 ft. to 8 ft. tall for a monument sign with an electronic message center and to increase the total area of the sign face from 32 SF. to 42.5 SF. at the entrance to their facility on McKee Road. Subject property is zoned IPM (Industrial Park Manufacturing Zone) and subject to the COZ-1 (Corridor Overlay Zone 1). The Tax Parcel is ED-05-067.00-02-16.00-000. The owner of record is National Cup Co. Consideration of this Application began at the May 20, 2020 Board of Adjustment Meeting; however, the Public Hearing and Action was deferred. Mrs. Bulkilvish gave a summary presentation of the Application Request for a variance from the requirements of the Zoning Ordinance, Article 5 §4.7 pertaining to permitted sign height and sign area for Nonresidential Uses Adjacent to Residential Districts along an Urban Minor Arterial. Exhibits for the Record: Staff Report, Zoning Exhibit, and statement and photos submitted by the applicant. Legal Notice was published in the Delaware State News on June 7, 2020. The public was notified in accordance with regulations. Representative: Ms. Colleen Michelle Allen, Rogers Sign Company Inc. Ms. Colleen Michelle Allen was sworn in by City Solicitor Mr. Rodriguez. Ms. Allen stated that the compromise would be 12 inches from the ground. She is hoping the Board would approve the application as proposed and not the compromise. Mr. Hufnal asked if the sign would be 8 feet and if down the left side and across the bottom is symmetrical. As stated by the applicant, in the electronic sign a certain square footage was needed because you could not make it wider and the top lower because of the LED and the design that makes up the electronic sign. There had to be a certain dimension either way. Ms. Allen replied that is correct. That is how she came up with the current dimensions that were proposed, and it meets the current Code. Mr. Hufnal said if you did make the LED sign smaller height wise, it would be distorting the letters. Ms. Allen replied correct. Ms. Allen mentioned that they are proposing an 18-inch base that would consist of a total height of 8 feet. The current sign is 10 feet tall from the ground. Colonel Ericson asked how close is the sign to the set back? Ms. Allen replied that the current sign is probably roughly 20 feet, but we were told anything beyond 5 feet from the sidewalk and the right of way. Ms. Allen mentioned whatever the Code allows. Colonel Ericson mentioned if you move the sign closer to the setback it would be easier to see from the road. Ms. Allen mentioned 2 4

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 that they will have some increased visibility. Colonel Ericson mentioned that his biggest problem is setting a precedent we cannot live with. There could be other businesses that come in with a sign and want to do the same thing. Normally, the only time it is granted is if there is something unique about the sign or conditions. Colonel Ericson mentioned that the whole case is that you want to recruit for more Correctional Officers. It seems that the problem in getting Correctional Officers is because it is a dangerous place to work at times. He is not sure if this sign would solve the problem. Ms. Allen replied that given current events, the Department of Correctional Office has been involved in a lot of local events and she is hoping that the sign will also increase more local community activities. Mr. Hufnal mentioned that they had a sign not similar to this one further up the street and the speed of the traffic was taken into consideration at the time. He asked if this was the case with this application also and if this was one of the reasons in the increase of height for this sign? Ms. Allen replied depending on the speed a person was driving (40-45 miles per hour), she mentioned that you do not have much time to review the message. Chairman Sheth mentioned that you are reinforcing the same sign twice. He asked if one sign was not enough to attract people, so you must tell them twice. He mentioned that he did not want to have signs converting to the ones like on Route 13. Chairman Sheth asked if the rules enforce signs that they do not go above 7 feet. Mr. Swierczek replied that any new sign must adhere to the Zoning Ordinance or come to the Board of Adjustment. Chairman Sheth asked if the sign was only a 6 feet difference? Mr. Hufnal replied, as previously mentioned at the last meeting, that the difference in the height if you are traveling on that road at 40 mph the nearest sign to that is the Hamlet and to the north is Westminster Village Assisted Living (nursing home). You are really not going to be able to tell the difference of the 1-foot traveling at that speed. In order to get their message out, he thinks that it is important to allow the 1-foot. Chairman Sheth mentioned that they are reinforcing the same message twice. Mr. Hufnal asked how he figured that. Chairman Sheth replied that the virtual message is the same as the digital message. Mr. Hufnal replied that the old sign is going to be removed. The digital sign will be variable, and the top sign will always be the same. The bottom part information will change. He said it is like the sign at the Modern Maturity Center (the message on the bottom changes every day). We have not had any issues with the sign at the Modern Maturity. Mr. Senato questioned if the only message changing on the electronic sign would be the message at the bottom, why not reverse it and put the electronic message at the top and the permanent message at the bottom. He thinks this would be logical. Ms. Allen replied that per Code the header panel must be above any variable message sign. Mr. Hufnal asked if Staff concurred with that remark? Mrs. Bulkilvish replied that if there remains one sign face the lettering can be at the bottom of the electronic message center. One other mock up showed the lettering as part of the face which was not permitted because the electronic lettering center has to be part of the sign face and not all of the sign face. 3 5

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 Chairman Sheth was concerned about the difference in height because the applicant wanted 8-feet. Mrs. Bulkilvish mentioned that switching the message from top to bottom would not change the height at all. Chairman Sheth asked Mrs. Bulkilvish what did she recommend? Mrs. Bulkilvish replied that Staff recommendation is what the Code states as far as the maximum allowable height which is 7-feet. This is why the applicant is before the Board of Adjustment asking for a variance. Chairman Sheth asked Mr. Swierczek what did he recommend and if there were any changes in the recommendations? Mr. Swierczek replied that his colleague Mrs. Bulkilvish reviewed the application and is familiar with the Sign Code. He agreed with Mrs. Bulkilvish’ s interpretation of the Code. Chairman Sheth asked then what is the recommendation. Mr. Swierczek replied 7-feet. Mr. Hufnal replied that Staff has to stick with the Code and that is what the Code allows 7-feet. The reason the applicant is before the Board of Adjustment is because they have asked to go to 8-feet. We are the Board of Adjustment to make that decision whether to go to 8-feet. Staff has given their 7-feet interpretation of the Code. Chairman Sheth asked Mr. Hufnal if it was his suggestion (compromise) was for the 6 inches difference. Mr. Hufnal suggestion was instead of the 18 inches all the way around, make the bottom of 1-foot brick so that you could bring the sign down by 6 inches and you would still have a 6-inch compromise. It would be easier to adjust to then the 1-foot. Chairman Sheth asked if the overall height would be 8-feet and not 7.5 feet? Mr. Hufnal replied that the current proposal is 8-feet not 7.5 feet. Chairman Sheth asked for clarification, it is 6 inches more than the compromise suggested? Mr. Hufnal replied that is correct. Colonel Ericson mentioned that there should not be any compromising. It should be either meet the Code or look at what was requested. He did not see much difference. Mr. Keller mentioned that he would like to point out a matter as he mentioned in the previous hearing regarding the situation of the existing sign being non-conforming. He referenced non- conforming usage from the Zoning Code, Article 7 § 1.1. which the existing sign could continue indefinitely at 10-feet tall. He also referenced Article 7 § 1.12. As discussed at the last meeting, the new sign as proposed will be less non-conforming as well as smaller in size than the existing sign. With the appropriate non-conforming use section of the Code, it seems to be lessening in size and height from the existing non-conforming sign. We would still be non-conforming with the approval of the Board of Adjustment as to this minimal height difference. He was in favor of the reduction of size and height for the new sign still being non-conforming, but at a much less degree. Mr. Hufnal mentioned that he agreed with Mr. Keller on that point as well. 4 6

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 Colonel Ericson asked Mr. Rodriguez if he would make a comment. Mr. Rodriguez stated that he agreed. Colonel Ericson mentioned that since the sign is non-conforming now and the new sign is going to be less, we would still have a non-conforming sign, is that correct? So, this hearing would not have been necessary. Mr. Rodriguez replied that the Board of Adjustment would still need to vote. Mr. Keller replied that he agreed with Mr. Rodriguez as he referred to Zoning Code Article 7 § 1.1. that the sign could not be changed to another non-conforming without a special permit or Board of Adjustment approval. Chairman Sheth asked how old the existing sign was. Ms. Allen replied that it was permitted in 1999. Chairman Sheth mentioned that with the building and the signs in the past and with the past non- conforming use, there is a possibility they did not need a permit and did not need to come before the Board. Now it does make sense that an approval is needed by the Board of Adjustment. He mentioned with Colonel Ericson to follow the rules because we do not want signs to look the way they use to look on Route 13 because it took a long time to correct. Mr. Keller asked for clarification on the size and height. Regarding the size, the applicant is requesting a 42.5 SF sign which is still over the current Code, but it is a change from the existing non-conforming sign size. The existing sign is greater in size than 42.5 SF. Ms. Allen replied yes. Mr. Keller mentioned that this is in fact somewhat of an agreement expressed that the new proposed sign exceeds the zoning requirement of 32 SF; so, they are reducing the size of the existing non-conforming sign. They are seeking an approval from the Board of a 42.5 SF sign. Secondly, to permit the sign as being 8ft. in height and a reduction of 2-feet in height from the existing non-conforming sign. It is not 100% in sticking with the Code because there is an expression of an allowance of at least half of that request to allow mainly the increase in size over the existing zoning requirement of 32 SF. Chairman Sheth mentioned if the Board looks at this application and the complications, the Staff member was trying to give the Board direction about questions; and they did a good job. The case is more complicated because there is already a big non-conforming sign. The Board made some suggestions to the Applicant. He mentioned that there are times the Board has exceptional cases and the Board has a responsibility; and this application is an exceptional case. Colonel Ericson mentioned that it was an unusual situation that would require it in most places because they already have a non-conforming sign. They are only asking for another non- conforming sign. Mr. Keller asked for clarification again, the applicant can do nothing and the existing non- conforming sign of 10-feet high and 50+ SF in size could be continued indefinitely according to the Zoning Code. The proposal with a reduction in size and height, although minimally in his opinion, would remain to be a non-conforming sign and is a step in the right direction. Chairman Sheth agreed. 5 7

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 Chairman Sheth opened the public hearing. Mr. Greg Christian stated that it would be a positive impact to the building. He noticed that there was some deep discussion regarding the size and how close we are to it, but we have been at this for a while. It will be a great impact to the community and what we are doing will be beneficial. Chairman Sheth closed the public hearing. Chairman Sheth questioned if there was any additional correspondence for the record. There was none. Chairman Sheth questioned if there was any member present who had a conflict of interest and there was none. Colonel Ericson moved to approve variance application V-20-02 to permit a 42.5 SF sign in addition to the 8 feet in height sign that will be a smaller non-conforming sign, based upon the fact that there is currently a non-conforming sign that is considerably larger. This is a unique situation and by the Code they cannot request a non-conforming for the following sign. (50:24) The motion was seconded by Mr. Keller. The motion unanimously carried 4-0. Roll Call Vote  Mr. Keller – I – based upon the testimony given, non-conforming uses, presentation and information provided by the applicant.  Colonel Ericson - I – based upon the testimony given and discussion during this hearing.  Mr. Hufnal – I  Mr. Senato – abstain from voting  Chairman Sheth – I – based upon the information submitted by Staff and the applicant. Motion carried 4-0. Mr. Senato abstained. NEW BUSINESS Applicant #V-20-04 5 Pine Street. Rev. G. Derrick Hodge has requested an area variance from the requirements of the Zoning Ordinance, Article 5 §1.31 pertaining to the corner visibility with regards to fences in a residential zone, and Article 5 §1.55 pertaining to fence height in the front yard area of a residential zone. Specifically, the applicant proposes to increase the height of a fence within the area designated as a setback for corner visibility from 3 feet to 5 feet, and to increase the maximum height of the fence allowed in the front yard from the 4 feet to 5 feet. Subject property is zoned R- 8 (One-family Residence Zone). The Tax Parcel is ED-05-077.17-04-02.00-000. The owner of record is Rev. G. Derrick Hodge. Mr. Swierczek gave a summary presentation of the Application Request for a variance from the requirements of the Zoning Ordinance Article 5 §1.31 pertaining to the corner visibility with regards to fences in a residential zone, and Article 5 §1.55 pertaining to fence height in the front 6 8

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 yard area of a residential zone. Exhibits for the Record: Staff Report, Zoning Exhibit, and statement and photos submitted by the applicant. Legal Notice was published in the Delaware State News on June 7, 2020. The public was notified in accordance with regulations. Chairman Sheth questioned if there was any additional correspondence for the record. There was none. Chairman Sheth questioned if there was any member present who had a conflict of interest. Mr. Hufnal mentioned that Rev. Hodge is the new minister of their church and he was on the Committee of selecting the new minister. He abstains from voting and participating on this application. Representative: Rev. G. Derrick Hodge, Owner. Mr. Hodge was sworn in by City Solicitor Mr. Rodriguez. Mr. Hodge testified that there are two (2) requests in the variance application. He stated that he read the analysis of Staff comments and understands the safety concerns related to the corner visibility. He mentioned that he is withdrawing the first request of the fence on the corner since he and Staff could not compromise on the requirement for visibility. He stated that he would cut the corner off that fence and will not put a fence there so that there is no barrier to the visibility if someone wishes to turn left onto State Street. Second, he believes the request is necessary for the normal enjoyment and use of the property. It does not cause any hardship to any neighbor and the statement orientation of the Lot is such that according to the Code a variance is reasonably requested; it’s unique. Staff Response points out that he could use the fence in the back yard up to 6.5 foot high. However, you may note from the drawings and photographs that there is no back yard. The back yard is about 1-yard in the smallest point. The house is situated oddly so that what is normally the frontage is the longer of the boarders at 170 feet. There is no back yard or back door. So, he could not fence the property in and allow the dog to leave out the back door and run about. It is a large enough dog that it needs more space than what he has. He basically has two (2) small side yards and a front yard. So, the dog would be unable to exercise the way a Labrador needs to exercise if he was confined to one side yard. He is requesting and understands that there would be no fence on the corner and on the frontage the fence would extend from the one side to the other side. The extra picket would not cause any undue hardship to the neighbors. He believes it is going to be a lovely fence and the Labrador would not be able to jump over the fence. He is requesting (a height increase of) 4 feet to 5 feet in the front yard with no corner fence obstructing visibility. Colonel Ericson asked the applicant if he could mock up the photographs so that it can reference the request. Mr. Hodge replied that he submitted drawings that are located to the right. The only difference would be the corner between State Street and Pine Street. It would not be as squared. The fence would be removed from the corner and everything else would stay the same. Colonel Ericson asked where would the fence go? Mr. Hodge replied he was not sure he understood. Colonel Ericson mentioned that he did not understand what the applicant was going 7 9

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 to do with the fence. Colonel Ericson asked the applicant if he could show him on the map where the fence will be located. Mr. Hodge replied yes. Whatever the Code permits, he is just going to cut the corner off the fence on State Street/Pine Street instead of doing a right angle. Colonel Ericson mentioned as he referred to Exhibit D, the site shows the corner visibility as 20 feet down State Street and 20 feet down Pine Street is legal. He asked if this information was correct? The only change would be the front yard. Mr. Hodge replied that the two sides and the back yard will remain as Code simply requiring a one-foot difference in the front yard. It leaves the variance for consideration because of the neatness of the shape of the lot and house that does not permit a back-yard fence. Chairman Sheth asked if the change was needed or if it was already made in the records. Mr. Swierczek replied that the applicant agreed to comply with the corner setback. The applicant would just be asking for the variance for the front yard (fence height). Colonel Ericson mentioned that all of this would need to be explained in the amendment that the applicant is not going to have a corner. Mr. Swierczek clarified what the applicant is proposing. If you look at Exhibit D for the corner area that has the height restriction noted in green, the applicant is asking that the 5-foot fence would be put all around the property except where the green is marked. He would instead put the 5-foot fence at an angle from 20 feet away on Pine Street and 20 feet away from the corner on South State Street. If that was the situation, the applicant would only be asking again for the second variance request to increase the height of the fence in the front yard from 4 feet to 5 feet. The first part of the variance request is for corner visibility. Mr. Senato asked for clarification regarding the corner. Mr. Swierczek demonstrated, as he referred to Exhibit D, that if this was Pine Street and this was State Street the 5-foot fence would go across the property like this (at a diagonal). Colonel Ericson asked if a statement could be provided of what the revised request would be. We cannot be in doubt of what we vote on. Mr. Hodges stated that with the issue related to the corner visibility there is no vote necessary because he is not asking for a variance. Colonel Ericson mentioned that the applicant changed the design of the fence. The applicant is taking out the corner, but the applicant does not state exactly what he plans to do. If this issue was to go to court in the future, you would have to say what did you agree on. On the drawing at the bottom where it says corner visibility, is it permissible to cut the corner off 20 feet off both streets? He would like to see it in writing as to exactly what it is that the applicant wants. Mr. Hodges replied that he is simply agreeing to perform by the Code; so, there would be no action required by this body. Mr. Swierczek clarified that the applicant’s revised request again would only be that he is omitting the first part of his request. The second part of his request to increase the height of the 8 10

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 fence in the front yard from 4-feet to 5-feet would be the only variance that he would need because the only fence would be in the front, side, and rear yard. He would not build within the 20-foot setback corner visibility. There would be no fence located in the corner visibility area. Mr. Hodges stated that he is not requesting a variance for that corner. He will comply by Code. Chairman Sheth mentioned that the applicant has withdrawn the first request. Mr. Keller asked if he was correct that there will still be a 6.5-foot fence directed across from a portion of each side and the rear yard. Mr. Swierczek replied that 6.5-feet is simply the maximum height allowed by Code in the front and side yard of a residential property. Mr. Hodges is asking to build a 5-foot fence around the entirety of his property line and has simply revised his request to not build any fence within the corner visibility. So, it would be a 5-foot fence along the rear, side and front of the property. No fence going into the corner visibility area. No fence would be above 5-foot in height in the applicant’s revised proposal. Mr. Senato asked about the corner angle on Pine Street. It is not going to be an open area at an angle; it’s going to be a fence there and it is going to be setback. Will it be set back 5-feet (20-feet) from the square of Pine Street and State Street? He just wanted to be clear that the property is not going to be square. Mr. Swierczek replied that basically the fence would have five (5) sides. The 5-foot fence would continue at an angle and it would not be open space. As previously mentioned, there would be no variance for the first request which was to increase the permitted height of a fence within the area designated as a setback for corner visibility from 3-feet to 5-feet. The applicant would be asking for the second variance to increase the fence in the front yard from 4- feet to 5-feet. Mr. Hodges mentioned that because of the odd shape of the yard he would not have amount of space. You would have to place the front and the two sides together in a single fence. To have the sides and the back at 5-feet and the front at only 4-feet, it would be fairly useless because the dog would jump over the front 4-feet fence. It would be necessary to have the same height all the way around. Colonel Ericson mentioned that he would like the request (simply what is going to occur) in the motion so that nothing else is being done other than what is approved. He would like to have specifically in the motion what will occur. There have been issues in the past where the Board approved one thing and the applicant did something different than what was approved. At the current time, the Board does not quite understand what is being done. Mr. Hodges replied that his request is for a variance of the requirement that the frontage (fence height) be no more than 4-feet. He is requesting that the front of the fence be allowed at 5-feet. Mr. Senato asked what the height was the applicant was requesting. Mr. Hodges replied 5-feet all the way around. Mr. Hodges stated that the zoning only requires that the front be less than 5-feet. The zoning allows for 6.5-feet on the rear and side yards. He was not sure if Colonel Ericson was satisfied with his response. Colonel Ericson replied no, he was not satisfied because the applicant still has not said what he is going to do in the corner. He needs to know exactly what is going to be done and he would like to have it in the motion, so it does not open up any problems. 9 11

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 Mr. Keller agreed with Colonel Ericson. As depicted on Exhibit D, it shows a straight-line front yard coloration partially green and partially red regarding the 3-feet and 4-feet as he understands the Exhibit. He speaks only in general terms of the frontage yardage; it does not specify that they would not be a violation of the diagonal corner. Mr. Swierczek replied that Mr. Hodges is revising the variance request. It is to not build any fence in the corner area that has the 3-foot height restriction. No fence would be located in that area. He is proposing 5-feet in the side and rear yards, which is in compliance with Code and 5-feet in the front yard, not the corner area. No fence would be in the corner area. So, the 5-foot fence would only be in the front, rear and side yards, but not the corner area. If the Board would grant the variance, it would be in compliance with your approval of the variance request. When Staff reviews the Fence Permit, they would ensure that there is no fence in the corner visibility setback area. Colonel Ericson asked Mr. Swierczek if he could describe what that looks like, because according to the corner visibility chart it states that you have to keep clear 20-feet from the corner of Pine Street and State Street. Does that dimension mean that you cannot build the 5-feet? Mr. Swierczek replied that Code identifies that the corner height restrictions for corner visibility is from the point of the intersection of Pine Street and South State Street. It is 20-feet north on South State Street and 20-feet east on Pine Street. In that triangle from those two 20-feet points and the intersection, the fence can only be 3-feet in height. The applicant is stating that he will not build any fence in that area at all; so he can build the 5-foot fence outside of that area. Chairman Sheth asked for clarification that the 3-foot fence does not require a variance. Mr. Swierczek replied that Code permits that a 3-foot fence (no higher) could be built in the corner visibility area. Chairman Sheth mentioned that all clarifications should be made in the motion regarding the height of the fence (no higher than 3-foot in height). Colonel Ericson mentioned that any changes to the request should be in writing. It should state that a 5-feet fence cannot be used in that corner visibility area. Mr. Swierczek replied that it is already in Code, so we would not allow the applicant to do something that Codes restricts. What the applicant is asking to do is already stated as a variance request. Colonel Ericson asked then what is the problem putting it in a motion. Mr. Swierczek replied that he did not have a problem putting it in a motion. He does not know how to be any more specific. Colonel Ericson asked Mr. Swierczek to put it in a motion. Colonel Ericson did not want to see this problem happen again as he as seen it done many times. Mr. Hodges stated that it was not written because it was not until he saw the Staff response that he realized that his first request was inappropriate. That’s why in the original writing the drawing shows the right angle in that corner. Mr. Senato stated that he agreed with Colonel Ericson. If the motion specifically stated what Colonel Ericson mentioned will that suffice as to exactly what will legally happen in the vote, yes or no. Mr. Rodriguez replied yes it will, because it will be 20-feet from the street to the corner. 10 12

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 The side yard which is on State Street does not need a variance (could be 5-feet). It cannot be 20- feet south and in the front yard 20-feet that goes east. He is asking for a variance of 5-feet instead of 4-feet. He could not build in 20-feet at the corner because of Code restrictions. Mr. Hodges mentioned that the request would be and perhaps the motion if the Board chooses would simply read: the applicant is requesting that the Board grant a variance to allow a 5-foot fence in the front yard, assuming that all the Zoning restrictions are obeyed. This would cover the corner. Mr. Senato mentioned that he would like the motion to be more specific so that the Board does not have any future problems. Mr. Hodges replied that his request would then be then that the Board grant a variance to allow a 5-foot fence to be built along the frontage of Pine Street, until the point of 20-feet to the corner from both State Street and Pine Street. Mr. Keller asked with the installation of the fence must it be at the perimeter of the property or may it be set back 25-feet and still be obligated to be mandated height restrictions. Mr. Swierczek replied that Code allows the placement of the fence anywhere on the property up until the property line. So, if someone wanted to build a fence at the setback, it is allowed. It is very common in residential areas. It does not have to be on the property line. Mr. Keller asked if it would still be regarded as a side yard fence or front or rear yard fence. Mr. Swierczek replied that any fence that is within the first 25-feet of the setback from Pine Street which is considered the front yard of that property has the 4-foot height restriction per Code. The corner visibility is 3-feet per Code. The side and rear yards are up to 6.5 feet per Code. So, 5-feet in the side and rear yards is in compliance with Code. The only thing the applicant would be asking for is the front yard. Mr. Keller stated that one of the reasons that he asked is because the Board is obligated to give the evaluation to Exceptional Practical Difficulty and Unnecessary Hardship. He agrees with Staff reasoning that the basis of Mr. Hodges is more personal than an Exceptional Practical Difficulty. As far as the request of the difficulty it is not inherent in the land as an evaluation of the Board as an Exceptional Practical Difficulty. A portion of the rationale is to enclose the dog. The next owner of the property may not have a dog. Mr. Hodges replied that the Exceptional Practical Difficulty is indeed inherent in the property because there is no back yard and no ability to fence the back yard in the way that most people do because of the shape of the house and the odd orientation. He basically has 3 very small pieces of yard which consists of 2 sides and a very small front. The fact that the back of his house goes almost immediately to his neighbor’s property, who is in favor of the fence, is what which this unique and inherent in this property. Mr. Senato mentioned that he understood it was clear to him that the fence was needed for the protection of the dog. Mr. Hodges replied that it was not just because of the dog. He believes that the way the fence will be done will be aesthetically pleasing and the picket fence is an improvement to the look of the lot. Chairman Sheth opened the public hearing. 11 13

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020 Chairman Sheth closed the public hearing. Chairman Sheth questioned if there was any additional correspondence for the record. There was none. Colonel Ericson moved to approve variance application V-20-04 allowing the fence around the property to be 5-feet in height. However, because of corner visibility the first 20-feet along State Street and/or Pine Street cannot be 5-feet per the Code. The motion was seconded by Mr. Senato. Chairman Sheth asked if there were any questions? Mr. Keller asked if the wording of the motion restricts the angle cut at State Street and Pine Street of something less than the 5-feet requested. Mr. Swierczek replied, no. Colonel Ericson worded the motion very well. The front yard height restrictions and the corner visibility restrictions are basically treated as two separate parts of the Code. One does not supersede the other. Adding Colonel Ericson notes to respect that height restrictions of the corner visibility will not restrict Mr. Hodges beyond what he is asking. The motion is granting what the applicant is asking for. Planning Staff would then agree that the motion is in compliance with the Code. Mr. Keller asked if it would amount to a complete perimeter fence to include the work at Pine Street and State Street at a maximum of 5-feet. Mr. Swierczek replied no. He stated, as Colonel Ericson noted, if any fence was to be put in the corner visibility area it could not be above 3-feet in height. However, any fence outside of the corner visibility area could be 5-feet in height, including in the front yard. Mr. Senato asked about Mr. Swierczek’s remarks above regarding the 3-foot fence in the corner visibility area, but he understood that no fencing would be put in that area because of the corner visibility. Mr. Swierczek replied that with Mr. Hodges’ revised request he wants to put a fence that is 5-feet in height around the entirety of his property; no fence will be located in the corner visibility area. Instead the 5-foot fence would be built at an angle across from the 20-foot sections. No fence will be in the corner visibility area. Mr. Senato asked not now or in the future. Mr. Swierczek replied correct. Once Mr. Hodges puts the fence there it is final. Chairman Sheth mentioned that Mr. Rodriguez stated that the motion does satisfy City’s requirements. Mr. Rodriguez agreed. Mr. Keller mentioned that he was comfortable with the motion. The motion unanimously carried 3-1. Mr. Hufnal abstain from voting. Roll Call Vote  Mr. Keller - no  Colonel Ericson - yes  Mr. Hufnal - abstain 12 14

Item 1. CITY OF DOVER BOARD OF ADJUSTMENT JUNE 17, 2020  Mr. Senato - yes  Chairman Sheth - yes The meeting was adjourned by Mr. Senato and seconded by Mr. Hufnal at 10:36 A.M. Sincerely, Maretta Savage-Purnell Secretary 13 15

Item 2. City of Dover Board of Adjustment October 21, 2020 V-20-05 Location: 801 Otis Drive, Dover DE (within the Tudor Industrial Park) Applicant: Cellco Partnership d/b/a Verizon Wireless Owner: Tudor Enterprises, LLC Tax Parcel: ED-05-077.12-01-02.00-000 Application Date: September 11, 2020 Present Zoning: C-1A (Limited Commercial) and C-3 (Service Commercial Zone) Present Use: Commercial (retail, indoor recreation and warehouse facilities) Reviewed By: Samantha Bulkilvish, Planner I Variance Type: Area Variance Variances Requested: Increase the maximum permitted height from 75 ft. to 105 ft. to accommodate a proposed telecommunications monopole (tower). Project Description The Applicant is requesting an area variance from the Zoning Ordinance, Article 4 §4.15 Zoning Bulk and Parking Regulations pertaining to the maximum permitted building height in the C-3 (Service Commercial) Zoning District. Specifically, they are requesting a variance to exceed the maximum permitted height of 75 feet by 30 feet in order to construct a 105-foot telecommunications monopole and associated facilities at the selected location at the rear of the Tudor Industrial Park. Adjacent Zoning and Land Use The monopole and associated facilities compound are planned to be located in the southeast portion of the property behind the existing building addressed as 801 Otis Drive. The subject property contains several existing commercial buildings but remains largely undeveloped at the rear of the parcel. 16

V-20-05 Lands of Tudor Enterprises, LLC at 801 Otis Dr. Item 2. Board of Adjustment Report Page 2 of 8 A Zoning Map Exhibit (Exhibit A) prepared by Staff is attached to this Report. It shows the subject property location and surrounding zoning. The property is located on the south side of South Little Creek Road, immediately south of Barrister Place. The subject property is zoned C-3 (Service Commercial Zone) and the use as commercial retail and warehouse facilities is permitted. The properties immediately adjacent to the proposed location of the monopole are as follows: to the east the property is zoned CPO (Commercial and Professional Office Zone) and contains offices for Tidewater Utilities. To the south, the property is zoned M (Manufacturing Zone) is undeveloped and contains woodland. To the west, is the Schoolview Subdivision and is zoned R-8 (One-Family Residential Zone) and contains one-family detached dwelling units (single-family homes). A portion of the northern part of the subject property along South Little Creek Road is zoned C-1A (Limited Commercial) containing predominantly retail uses. The parcels directly across South Little Creek Road to the north are zoned ROS (Recreation and Open Space Zone), RG-3 (Group Housing Zone), and MH (Manufactured Housing Zone) containing a mix of housing types, namely townhouses and manufactured homes respectively. The proposed telecommunications monopole tower is approximately 500 feet west of the AEOZ (Airport Environs Overlay Zone): Accident Potential Zone II. The Dover Air Force Base notes this location according to correspondence shown in Exhibit C (Item 9). Code Citations C-3 (Service Commercial Zone) Table 1 below lists the Zoning Bulk and Parking Regulations for the C-3 zoning district which are found in Zoning Ordinance, Article 4 §4.15. The bulk requirement subject to the variance requested is highlighted. C-3 Minimum required: Lot area (sq. ft.) - Lot width (ft.) 100 Lot depth (ft.) 100 Front yard (ft.) 20 Minimum side yard (ft.) 15 Total both side yards (ft.) 30 Rear yard (ft.) 10 Off-street parking spaces/ 300 sq. ft. floor area or per employee (whichever is 1 greater) Maximum permitted: Building height Stories 6 17

V-20-05 Lands of Tudor Enterprises, LLC at 801 Otis Dr. Item 2. Board of Adjustment Report Page 3 of 8 Feet 75 Floor Area Ratio 4.0 Lot coverage 80% Applicant’s Proposed Project The applicant submitted a Plan Set of twenty-three (23) pages illustrating the proposed plans for the site found in Exhibit B attached. References are made to the sheet numbers printed on the bottom right corner of the pages. The overall site plan shown in Exhibit B on Plan Sheet C-2 identifies the location of the proposed monopole tower and compound in relation to the overall 21 acre +/- subject site and the adjacent properties. Exhibit B, Plan Sheet C-3 shows a more detailed plan of the compound layout and monopole including an elevation showing the total proposed height of the telecommunications tower. If the variance is granted, any Site Development Plan will still be subject to review procedures specified in Zoning Ordinance, Article 10 §2. Exceptional Practical Difficulties Tests Zoning Ordinance, Article 9 §2 dictates the specific powers and duties of the Board of Adjustment with regard to granting variances. Specifically the Board must determine: 2.1 Variance – The board shall have the authority to authorize variances from provisions of the Zoning Ordinance that are not contrary to public interest where the board determines that a literal interpretation of the Zoning Ordinance would result in undue hardship or exceptional practical difficulties to the applicant. In granting variances, the board shall determine that the spirit of the Zoning Ordinance is observed and substantial justice is done. 2.11 Area Variance. A variance shall be considered an area variance if it relates to bulk standards, signage regulations, and other provisions of the Zoning Ordinance that address lot layout, buffers, and dimensions. In considering a request for an area variance, the board shall evaluate the following criteria and document them in their findings of fact: (a) the nature of the zone in which the property lies; (b) the character of the immediate vicinity and the contained uses therein; (c) whether, if the restriction upon the applicant’s property were removed, such removal would seriously affect neighboring properties and uses; and (d) whether, if the restriction is not removed, the restriction would create unnecessary hardship or exceptional practical difficulty for the owner in his efforts to make normal improvements in the character of that use of the property that is a permitted use under the provisions of the Zoning Ordinance. Review of Application As part of the application, the applicant was asked to summarize how the requested variance relates to the above criteria. The applicant’s response is provided below along with a staff assessment of the application in accordance with the required criteria. 1. The nature of the zone in which the property lies. Applicant Response: 18

V-20-05 Lands of Tudor Enterprises, LLC at 801 Otis Dr. Item 2. Board of Adjustment Report Page 4 of 8 “The subject property is known as Tudor Business Park (“TBP”). TBP is a narrow, deep lot which is accessed from South Little Creek Road and zoned C-3 (service commercial zone). TBP contains approximately 16 commercial/industrial/warehouse flex buildings and structures. The proposed telecommunications tower would be nestled at the southern tip of the property, near the farthest point of the property from South Little Creek Road, where it would be surrounded on three sides by mature woodlands and wetlands. The western boundary of the subject property is lined with mature trees, and the land on the other side of the trees is zoned R8 and developed with homes on lots ranging from 7,800- 8,800 square feet. The lands to the east are zoned C-PO (commercial/professional office zone) and contains commercial uses. The lands to the south are zoned M (manufacturing zone) and are undeveloped.” Staff Response: The portion of the subject parcel where the telecommunications tower is proposed is zoned C-3 (Service Commercial Zone), and the use as a business park with commercial and warehouse flex buildings is a permitted use. The portion of the parcel where the telecommunications tower is proposed is largely shielded from neighboring properties by mature vegetation. Further expansion of the business park is restricted by this same vegetation and the wetlands at the southern portion of the property described and shown in the Wetlands Report provided (Exhibit C, Item 13). 2. The character of the immediate vicinity and the contained uses therein. Applicant Response: “The western boundary of the subject property is lined with mature trees, and the land on the other side of the trees is zoned R8 and developed with homes on lots ranging from 7,800-8,800 square feet. The lands to the east are zoned C-PO (commercial/professional office zone) and contains commercial uses. The lands to the south are zoned M (manufacturing zone) and are undeveloped.” Staff Response: Staff agrees with the assessment of the neighboring uses as provided by the applicant. The subject property is somewhat uniquely shaped as it is deep and narrow. The property immediately to the north (across S. Little Creek Road) should not be affected by the placement of the telecommunications monopole tower due to its proposed location at the southern end of the subject parcel in question, approximately 1,283 ft. away from S. Little Creek Road as shown in Exhibit B on Pan Sheet C-2. The Tudor Industrial Park consists of approximately 16 large commercial/warehouse buildings with about half of them being between the proposed monopole location and S. Little Creek Road. The property to the east is zoned C-PO (Commercial and Professional Office Zone). On this property are two office buildings to the north and a largely undeveloped portion to the south that contains a walking path. There are no buildings on this neighboring parcel that are adjacent to the proposed location of the telecommunications tower on the subject property. The proposed monopole would be approximately 96 ft from the property line as can bee seen on Plan Sheet C-2 of Exhibit B. 19

V-20-05 Lands of Tudor Enterprises, LLC at 801 Otis Dr. Item 2. Board of Adjustment Report Page 5 of 8 The property to the south of the subject site is zoned M (Manufacturing Zone) and is heavily wooded and undeveloped. This property is also under the same ownership as the subject property. The properties to the west are zoned R-8 (One Family Residence Zone). These properties are part of the Schoolview Subdivision and are all occupied with one family detached dwellings (single family homes). There is mature vegetation that separates these parcels from the subject property. The proposed location for the telecommunications tower is as far away as possible from these residential parcels. The applicant shows on Plan Sheet C- 2 of Exhibit B approximately 276 feet from the base of the monopole to the property line adjacent to the R-8 zoned parcels. The applicant has contacted the Dover Air Force Base and it has been determined that the proposed location of the telecommunications tower is approximately 500 feet west of the Accident Potential Zone II off the Northern Runway. Email correspondence (Exhibit C, Item 9) with Matthew Jordan, Dover Air Force Base Community Planner suggests that lighting be added to the proposed monopole, but that the Air Force Base does not have any objections to the proposed telecommunications monopole as it is presented. An FAA Determination (Exhibit C, Item 10) was also submitted and concludes that the proposed monopole is not a hazard to air navigation. 3. Whether, if the restriction upon the applicant’s property were removed, such removal would seriously affect neighboring properties and uses. Applicant Response: “The construction of a 105' monopole would not adversely affect neighboring properties and users. The subject property is within a business park in the C-3 (service commercial) Zoning District. The proposed monopole will be surrounded on three sides by mature trees, and a mature tree line separates the subject property from the residentially zoned property. The proposed monopole will benefit neighboring properties and users, by improving telecommunications service.” Staff Response: Staff does not believe that the granting of a variance would adversely impact neighboring properties. The distance of the proposed telecommunications monopole from the residential parcels is equal to more than two and a half times the height of the monopole. The proposed telecommunications tower will be shielded by mature trees and vegetation on three sides. The other neighboring parcels are either undeveloped or the location of the telecommunications tower is adjacent to the undeveloped portion of the parcel. The applicant has also submitted photo simulations for the proposed monopole (Exhibit C, Item 12) to reinforce that there would be little to no visual affect on the neighboring properties. 20

V-20-05 Lands of Tudor Enterprises, LLC at 801 Otis Dr. Item 2. Board of Adjustment Report Page 6 of 8 4. Whether, if the restriction is not removed, the restriction would create unnecessary hardship or exceptional practical difficulty for the owner in his efforts to make normal improvements in the character of that use of the property that is a permitted use under the provisions of the Zoning Ordinance. Applicant Response: “The imposition of a 75' height restriction would result in exceptional practical difficulty to Verizon Wireless. Verizon would not be able to satisfy its service objectives and fill significant gaps in coverage and/or capacity if unable to construct a 75' telecommunications monopole at the subject property. A 75' tall monopole would not provide adequate coverage or even have the ability to communicate with the rest of the Applicant's telecommunications network. Telecommunications uses are permitted as utility uses in the C-3 Zoning District. The installation of a telecommunications tower in the proposed location would enable the landowner to develop and use a portion of its property that would otherwise be difficult to develop, due to wetlands and mature woodlands.” Staff Response: Staff agrees that the development of the remainder of the property is restricted by physical attributes of the land and that the addition of a telecommunications tower and associated compound may be one of only a few options for further development of the property without encroaching into woodland or wetland areas. Staff feels the applicant has made a sufficient argument that the height of 105 feet is required for the telecommunications tower to be able to communicate with other towers/antennas on the same network in the area. This is supported in the Radio Frequency Design Analysis (Exhibit C, Item 7) stating that “The design, location, and proposed antenna height are the least intrusive means of providing improved service for Verizon Wireless subscribers in the targeted area. The proposed antenna height is the absolute minimum acceptable to achieve a high percentage of the site’s design goals.” If the applicant was restricted to the maximum permitted height of 75 feet in the C-3 (Service Commercial) Zoning District, then it would render the telecommunications tower inoperable. Variance Recommendations The addition of a telecommunications monopole in this area has the potential to improve cellular service for the residents and businesses in the immediate areas. The increased height above the maximum permitted as explained by the applicant is necessary for the proposed monopole to be able to communicate with other telecommunication towers/antennas in the vicinity. Staff recommends approval of the variance for reasons as follows: • The maximum height of 75 feet in the C-3 Zoning District is inadequate for the proper use of the telecommunications monopole. • The variance of 30 feet for a total of 105 feet is the minimum necessary for the adequate use of the telecommunications tower and the protection provided by the lightning rod. 21

V-20-05 Lands of Tudor Enterprises, LLC at 801 Otis Dr. Item 2. Board of Adjustment Report Page 7 of 8 • There are no structures of similar height in the area to collocate the antenna system needed. • The physical characteristics of the property limits the development of the remainder of the property as it includes wetlands and mature vegetation. • The monopole will be screened from neighboring properties on three sides by mature vegetation. • The location of the monopole on the property is restricted by the presence of wetlands, mature vegetation, and the proximity of other telecommunication towers in the area. Advisory Comments to the Applicant • If granted, variances become null and void if work has not commenced within one (1) year of the date the variance was granted. At present there is no provision for extension. • If the requested variances are granted, the Applicant must still obtain appropriate Plan and Permit approval before construction of the monopole and associated equipment enclosure can commence. o Currently, development of wireless communication facilities such as a telecommunications tower/monopole is regulated by “Code Interpretation Memo #4: Telecommunications Antennae – Permits and Review Procedures.” This would require submission of an Administrative Site Plan for review. o A Building Permit #20-703 was previously submitted (filed 7/17/2020); and the Permit Application was placed on hold until the appropriate site development review process was complete. • The Applicant should be aware that whenever the Board of Adjustment denies an application for a variance, such application for a variance, or an application on the same property which is substantially similar, shall not be accepted for reconsideration by the Board of Adjustment sooner than one year from the date of denial (Zoning Ordinance, Article 9 §3.8). • It is noted that City Staff has been working to develop new regulations and review processes for Wireless Communication Facilities. The Proposed Ordinance #2020-13 is currently in the formal review process that will establish provisions for Wireless Communications Facilities as part of the Zoning Ordinance and Dover Code of Ordinances. The proposed ordinance is scheduled for hearings at Planning Commission on 10/19/2020 and City Council on 11/9/2020. Under the proposed regulations this proposal would be considered under a new facility as a Tower-Based Wireless Communications Facility. 22

V-20-05 Lands of Tudor Enterprises, LLC at 801 Otis Dr. Item 2. Board of Adjustment Report Page 8 of 8 GUIDE TO ATTACHMENTS Exhibit Description/Author # Pages A Zoning Map Exhibit 1 (Staff) B Site Plan (Reference Sheets C-2 and C-3) 23 (Applicant) C Additional Exhibits (Items 1 through 13) Exhibit Binder (Applicant) 23

City of Dover Exhibit A Application No.: V-20-05 Item 2. Department of Planning & Inspections Regen t St Ro r RM- u ndtre e D RM-1 2 R-8 RG-3 RG-3 R-8 narch D Ingram St M oriart y MH Mo IO r Signal S t Barrister Pl R-8 RG-3 St Margaret Ct Holmes St ROS R-8 R-8 Little Creek Rd C-1 C-1A IO R-8 lvd C-3 nB e He Blu R-8 rl Ct Ba Ct Ot a nd CPO is Is l ng Dr Lo C-3 Ct er owl F Cr for d e sle aw R-8 Av rta 1 Ct Ha be Ro State H Av e wy erto tSt mb n Punc heon Run Ki M re w Sh RG-2 Site IPM sb ury Connector Ct SC-2 K ea rs t t AS R-8 eC y Ct ag ne m Plu M Blu e He all IPM nM Title: Lands of Tudor Enterprises, LLC Address: 801 Otis Drive Parcel IDs: ED-05-077.12-01-02.00-000 Legend Zoning: C-3 (Service Commercial Zone) Owner: Tudor Enterprises, LLC. Subject Property Date: 09/16/2020 Dover Parcels Zoning 2012 Buildings Kent County Parcels « 0 265 530 1,060 Feet Dover Boundary 24

PROJECT NOTES Exhibit B Item 2. C O N S U L T I N G 1. SITE INFORMATION OBTAINED FROM THE FOLLOWING: Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors A. LIMITED FIELD OBSERVATIONS BY MASER CONSULTING P.A. ON Landscape Architects Environmental Scientists 09/10/18 AND 02/27/20. Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA B. EXISTING SURVEY ENTITLED "CELL SITE SURVEY DOV n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA KETTLEBELL" DATED 01/29/19 AND REVISED ON 02/27/20. n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied UTILITY COMPANIES OR OTHER PUBLIC/GOVERNING AUTHORITIES. upon for any other purpose without the express written consent of Maser Consulting, P.A. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY SITE NAME: DOV KETTLEBELL FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 801 OTIS DRIVE 4. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE DOVER, DE 19901 OF WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL KENT COUNTY EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE AS A RESULT OF CONSTRUCTION OF THIS FACILITY AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 6. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN CELLCO PARTNERSHIP d/b/a ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. VERIZON WIRELESS 512 TOWNSHIP LINE ROAD 7. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BUILDING 2, FLOOR 3 SUBMITTING THE BID TO VERIFY THAT THE PROJECT CAN BE BLUE BELL, PA 19422 CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CONSTRUCTION DRAWINGS. 8. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THESE VICINITY MAP PROJECT INFORMATION LOCATION INFORMATION PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S DRAWINGS MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY SITE INFORMATION POWER PROVIDER SURFACE ANYWHERE IN ANY STATE THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO below. _____________________________ Know what's ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. Callbefore you dig. LATITUDE: N 39° 09' 12.0" (NAD 83) NAME: DELMARVA FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM LONGITUDE: W 75° 29' 44.7" (NAD 83) PHONE: 1 (800) 232-5460 9. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS GROUND ELEVATION: 20.4'± AMSL (NAVD 88) N SCALE : JOB NUMBER : MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE JURISDICTION: CITY OF DOVER TELEPHONE PROVIDER AS SHOWN 18960111A COUNTY: KENT COUNTY SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD ZONING DISTRICT: C-3 & C-1A . . . . . EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE COMPANY: VERIZON W E APN: 2-05-07712-01-0200-00001 & PHONE: 1 (800) VERIZON . . . . . MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY 2-05-07711-02-9200-00001 . . . . . POTENTIALLY DANGEROUS EXPOSURE LEVELS. DEED REFERENCE: D 0245 0001 POLICE . . . . . NORTH 10. THE PROPOSED FACILITY WILL CAUSE AN INSIGNIFICANT OR APPLICANT ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION "DE-MINIMUS" INCREASE IN STORM WATER RUNOFF, THEREFORE, S COMPANY: DOVER POLICE DEPARTMENT ISSUED FOR 1 08/07/20 MEG MPC NO DRAINAGE STRUCTURES ARE PROPOSED. ADDRESS: 400 S QUEEN STREET CONSTRUCTION COMPANY: CELLCO PARTNERSHIP d/b/a CITY, STATE, ZIP: DOVER, DE 19904 0 04/17/20 ISSUED FOR CONSTRUCTION SLM MEG 11. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS VERIZON WIRELESS PHONE: (302) 736-7111 A 03/19/20 ISSUED FOR REVIEW MSG MEG FACILITY AS TO CAUSE A NUISANCE. ADDRESS: 512 TOWNSHIP LINE ROAD DRAWN CHECKED REV DATE DESCRIPTION BUILDING 2, FLOOR 3 FIRE BY BY 12. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION CITY, STATE, ZIP: BLUE BELL, PA 19422 (NO HANDICAP ACCESS IS REQUIRED). COMPANY: DOVER FIRE DEPARTMENT PROPERTY OWNER ADDRESS: 103 S GOVERNORS AVENUE 13. THE FACILITY DOES NOT REQUIRE POTABLE WATER OR SANITARY PROJECT LOCATION CITY, STATE, ZIP: DOVER, DE 19904 SERVICE. COMPANY: TUDOR ENTERPRISES, LLC PHONE: (302) 736-7168 ADDRESS: 1031 FOWLER COURT MICHAEL P. CLEARY 14. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND CITY, STATE, ZIP: DOVER, DE 19901 IN CASE OF EMERGENCY, CALL 9-1-1 DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 AZIMUTHS WITH RF ENGINEERING PRIOR TO INSTALLATION. DATE: . SITE ACQUISITION 15. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. COMPANY: NETWORK BUILDING + CONSULTING SHEET INDEX IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE CONTACT: TODD GANNON SHEET DESCRIPTION RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO 16. CONTRACTOR MUST FIELD LOCATE ALL EXISTING UNDERGROUND PHONE: 610-755-7707 T-1 TITLE SHEET ALTER THIS DOCUMENT. UTILITIES PRIOR TO ANY EXCAVATION. Z-1 ZONING INFORMATION CONSTRUCTION MANAGER SITE NAME: 17. CONSTRUCTION SHALL NOT COMMENCE UNTIL COMPLETION OF C-1 GENERAL NOTES A PASSING STRUCTURAL ANALYSIS CERTIFIED BY A LICENSED COMPANY: CELLCO PARTNERSHIP d/b/a C-2 SITE PLAN AND SITE NOTES SOURCE: BING MAPS PROFESSIONAL ENGINEER. THE STRUCTURAL ANALYSIS IS TO BE VERIZON WIRELESS C-3 EQUIPMENT LAYOUT AND ELEVATION VIEW PERFORMED BY OTHERS. ADDRESS: 512 TOWNSHIP LINE ROAD, CODE COMPLIANCE C-4 ANTENNA PLAN BUILDING 2, FLOOR 3 A-1 CONSTRUCTION DETAILS DOV KETTLEBELL By: MGRAUBART 18. CONTRACTOR SHALL CONTACT STATE SPECIFIC ONE CALL SYSTEM CITY, STATE, ZIP: BLUE BELL, PA 19422 THREE WORKING DAYS PRIOR TO ANY EARTH MOVING ACTIVITIES. CONTACT: MARK LYNCH A-2 CONSTRUCTION DETAILS 801 OTIS DRIVE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF PHONE: (610) 608-6101 A-3 CONSTRUCTION DETAILS DOVER, DE 19901 THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE KENT COUNTY A-4 CONSTRUCTION DETAILS CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ENGINEER \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\T-1 A-5 CONSTRUCTION DETAILS 1. 2012 INTERNATIONAL BUILDING CODE WITH KENT 8. INSTITUTE FOR ELECTRICAL AND ELECTRONICS COUNTY SUPPLMENT ENGINEERS 81 IEEE C2 LATEST EDITION A-6 CONSTRUCTION DETAILS COMPANY: MASER CONSULTING P.A. ADDRESS: 2000 MIDLANTIC DRIVE, SUITE 100 A-7 CONSTRUCTION DETAILS MT. LAUREL OFFICE 2. 2011 NEC 9 TELCORDIA GR-1275 CITY, STATE, ZIP: MT. LAUREL, NJ 08054 A-8 CONSTRUCTION DETAILS 2000 Midlantic Drive CONTACT: MATT GRAUBART, P.E. Suite 100 COPYRIGHT © 2020 3. DELAWARE STATE FIRE PREVENTION REGULATIONS 2015 10. ANSI T1.311 PHONE: (856) 797-0412 A-9 CONSTRUCTION DETAILS Mt. Laurel NJ 08054 Phone: .856.797.0412 E-1 UTILITY PLAN MASER CONSULTING P.A. 4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 11. PROPOSED USE: UNMANNED TELECOM FACILITY E-MAIL: MGRAUBART@MASERCONSULTING.COM E-2 ELECTRICAL NOTES AND PANEL SCHEDULE Fax: .856.722.1120 ALL RIGHTS RESERVED email: solutions@maserconsulting.com 360-10 E-3 ELECTRICAL RISER DIAGRAM SHEET TITLE : THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS 5. AMERICAN CONCRETE INSTITUTE 12. HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. G-1 GROUNDING PLAN AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK TITLE SHEET WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING HANDICAPPED ACCESS NOT REQUIRED. G-2 GROUNDING DETAILS MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED 6. TIA-222-H 13. CONSTRUCTION TYPE: IIB G-3 GROUNDING RISER DIAGRAM UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN 7. TIA 607 FOR GROUNDING 14. USE GROUP: U P-1 GAS PIPE DETAIL SHEET NUMBER : 25 CONSENT OF MASER CONSULTING P.A. P-2 GAS PIPE NOTES T-1

Item 2. N C O N S U L T I N G Customer Loyalty through Client Satisfaction N www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists RM-1 Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA MH n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 RG-3 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or W E R-8 LEGEND to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. RM-2 C-1 NEIGHBORHOOD COMMERCIAL ZONE W E ROS COUNT OF KENT C-1A LIMITED COMMERCIAL ZONE C-3 SERVICE COMMERCIAL ZONE CITY OF DOVER IO INSTITUTIONAL AND OFFICE ZONE IO IPM INDUSTRIAL PARK MANUFACTURING ZONE C-1A M MANUFACTURING ZONE C-1 CPO MH MANUFACTURED HOUSING ZONE R-8 ONE-FAMILY RESIDENCE ZONE S RG-2 GENERAL RESIDENCE ZONE C-3 RM-2 MEDIUM DENSITY RESIDENCE ZONE S ROS RECREATIONAL AND OPEN SPACE ZONE C-3 M SC-2 COMMUNITY SHOPPING CENTER ZONE R-8 RG-2 PROJECT LOCATION CELLCO PARTNERSHIP d/b/a SC-2 IPM VERIZON WIRELESS M 512 TOWNSHIP LINE ROAD PROJECT LOCATION BUILDING 2, FLOOR 3 BLUE BELL, PA 19422 IPM PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S ZONING MAP TAX MAP # 77.12 SURFACE ANYWHERE IN ANY STATE below. _____________________________ Know what's Callbefore you dig. 500 400 300 200 100 0 250 500 1000 300 240 180 120 60 0 150 300 600 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM N SCALE : 1" = 500' FOR 22"X34" (SCALE : 1" = 1000' FOR 11"X17") N SCALE : 1" = 300' FOR 22"X34" (SCALE : 1" = 600' FOR 11"X17") SCALE : AS SHOWN JOB NUMBER : 18960111A . . . . . . . . . . . . . . . . . . . . ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION ISSUED FOR 1 08/07/20 MEG MPC CONSTRUCTION W E W E 0 04/17/20 ISSUED FOR CONSTRUCTION SLM MEG A 03/19/20 ISSUED FOR REVIEW MSG MEG DRAWN CHECKED REV DATE DESCRIPTION BY BY MICHAEL P. CLEARY S S DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 DATE: . IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NAME: DOV KETTLEBELL By: MGRAUBART PROJECT LOCATION 801 OTIS DRIVE DOVER, DE 19901 PROJECT LOCATION KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\Z-1 SOURCE: KENT COUNTY ONLINE MAPPING SOURCE: KENT COUNTY ONLINE MAPPING MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 TAX DITCH MAP THIS PROJECT IS NOT WETLANDS MAP Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 600 480 360 240 120 0 300 600 1200 LOCATED WITHIN A 300 240 180 120 60 0 150 300 600 email: solutions@maserconsulting.com TAX DITCH AREA. SHEET TITLE : SCALE : 1" = 600' FOR 22"X34" SCALE : 1" = 300' FOR 22"X34" (SCALE : 1" = 1200' FOR 11"X17") (SCALE : 1" = 600' FOR 11"X17") ZONING INFORMATION SHEET NUMBER : 26 Z-1

GENERAL NOTES: Item 2. C O N S U L T I N G 1. THE PLAN SHOWS SOME SUBSURFACE STRUCTURES, ABOVE-GROUND STRUCTURES AND/OR OTHER FEATURES FROM FIELD MEASUREMENTS AND 23. VERIZON REPRESENTATIVE SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION Customer Loyalty through Client Satisfaction www.maserconsulting.com RECORD MAPPING, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATION INDICATED. IN PARTICULAR THE CONTRACTOR IS FROM THE POWER COMPANY. CONTRACTOR WILL PROVIDE TEMPORARY POWER FOR CONSTRUCTION. GENERAL CONTRACTOR AND HIS Engineers Planners Surveyors Landscape Architects Environmental Scientists WARNED THAT THE EXACT LOCATION OF SUCH EXISTING FEATURES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SUBCONTRACTORS ARE NOT ALLOWED TO CONNECT TO ANY EXISTING UTILITIES ON THE SITE. Office Locations: SHOWN, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROCEED WITH GREATEST CARE IN EXECUTING ANY WORK. n Red Bank, NJ n Sterling, VA n Hawthorne, NY 24. DRAWINGS FORMING THIS SET ARE COMPLIMENTARY AND MUST BE READ AS ONE TOTAL DOCUMENT. DRAWINGS AND SPECIFICATIONS ARE n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA 2. CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY THE PROPERTY OF VERIZON. THESE DRAWINGS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS BY TEST PIT AS NECESSARY. LOCATION OF UTILITIES FOR COMPLIANCE WITH APPLICABLE CODES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO EXECUTE CONSTRUCTION INDICATED n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL SHOWN ON THIS PLAN ARE APPROXIMATE AND FOR PLANNING PURPOSES ONLY. HEREIN ACCORDING TO APPLICABLE BUILDING CODES. State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or 3. NOTIFY THE STATE SPECIFIC ONE CALL SYSTEM 72 HOURS PRIOR TO ANY EARTH MOVING ACTIVITIES. 25. IF THE CONTRACTOR OR SUBCONTRACTOR FINDS IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, IT IS THE CONTRACTOR'S to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE VERIZON REPRESENTATIVE THE PROPOSED CHANGES FOR VERIZON REPRESENTATIVE 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY TO REVIEW AND APPROVE PRIOR TO PROCEEDING WITH SUCH CHANGES. IN ADDITION, THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES PRIOR TO BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE PROCEEDING WITH THE REVISED WORK. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR PROCURING ALL NECESSARY CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 5. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S 26. THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE STANDARD FOR WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. CONSTRUCTION. THESE DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR, SUBCONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT INSTALLATION SHOULD ADDITIONAL ITEMS AND DETAILS BE REQUIRED FOR PROPER AND SAFE 6. WORK SHALL COMPLY WITH CURRENT ISSUES OF ALL APPLICABLE STATE AND LOCAL CODES, ORDINANCES, AND REGULATIONS, THE LATEST INSTALLATION. EDITION THEREOF. 27. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS DO NOT CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN VERIZON 7. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIES. THE BUILDING REPRESENTATIVE AND THE CONTRACTOR. PERMIT HAS BEEN APPLIED FOR BY VERIZON AND WILL BE PICKED UP BY THE CONTRACTOR AT THE PERMITS OFFICE. 28. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, AND LABOR DEEMED NECESSARY TO COMPLETE THE 8. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK/PROJECT DESCRIBED HEREIN. ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 29. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM VERIZON REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO 9. THE ENGINEER HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION TO DETERMINE THE PRESENCE OF ANY STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. CELLCO PARTNERSHIP d/b/a HAZARDOUS MATERIAL INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD PAINT, AND PCB'S WITHIN THE CONFINES OF THIS PROJECT. THE VERIZON WIRELESS ENGINEER WILL NOT ACCEPT ANY RESPONSIBILITY FOR THE ABATEMENT OR RESULTING CLAIMS FOR DAMAGES OR LOSSES AS A RESULT OF THE 30. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PRESENCE OF HAZARDOUS MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS DISCOVERED, SUSPEND WORK AS REQUIRED BY GOVERNING ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE 512 TOWNSHIP LINE ROAD STATUTES, AND NOTIFY VERIZON REPRESENTATIVE. DO NOT PROCEED WITH WORK UNTIL INSTRUCTED BY VERIZON REPRESENTATIVE. WORK UNDER CONTRACT. BUILDING 2, FLOOR 3 BLUE BELL, PA 19422 10. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS NOTED OTHERWISE. ALL WORK SHALL BE GUARANTEED AGAINST 31. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT AND MAINTAIN EXISTING CONDITIONS, EASEMENTS, PAVEMENTS, DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF TWELVE MONTHS FOLLOWING SUBSTANTIAL COMPLETION OF PROJECT OR AS CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE SPECIFIED. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. WORKMANSHIP WITHIN THE WARRANTY PERIOD. PROTECT YOURSELF 32. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN ACCORDANCE WITH THE STATE'S DOT STANDARDS FOR TRAFFIC ALL STATES REQUIRE NOTIFICATION OF 11. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR ARE TO BE RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS AND CONTROL. R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE DIMENSIONS AND THE LOCATION OF BURIED UTILITIES AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF WORK. NOTIFICATION MARKING TO BE DONE BY THE STATE SPECIFIC ONE CALL SYSTEM. NO CLAIMS FOR EXTRA COMPENSATION FOR WORK RESULTING FROM CONFLICTS 33. THE CONTRACTOR SHALL NOTIFY THE VERIZON REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. below. _____________________________ Know what's Callbefore you dig. AND OMISSIONS WHICH COULD HAVE BEEN DISCOVERED BY FIELD VERIFICATION AND INSPECTION, WHETHER INDICATED ON THE CONTRACT THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL IT IS RESOLVED FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM DOCUMENTS OR NOT, WILL BE ENTERTAINED OR PAID. BY THE VERIZON REPRESENTATIVE. SCALE : JOB NUMBER : 12. FOLLOW MANUFACTURERS' PRINTED SPECIFICATION AND INSTRUCTIONS EXCEPT WHERE SPECIFIED OR INDICATED ON CONTRACT 34. CONTRACTOR TO PROVIDE TEMPORARY TOILET FACILITIES FOR DURATION OF PROJECT. AS SHOWN 18960111A DOCUMENTS. COMPLY WITH THE MOST STRINGENT INSTRUCTIONS. 35. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS. . . . . . 13. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, ELECTRICAL, . . . . . PLUMBING, CIVIL, AND/OR ARCHITECTURAL WORK. 36. IN ANY EXCAVATED AREA, BACKFILL WILL BE PLACED WITH DRY MATERIAL FREE OF ROCK OR STONES LARGER THAN 1", IN 12" LIFTS, . . . . . COMPACTED TO 95% DRY DENSITY. ALL DISTURBED AREAS TO BE RESTORED TO MATCH SURROUNDING CONDITIONS. . . . . . 14. THE CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS AMONG THE LOCATIONS OF ANY MECHANICAL, ELECTRICAL, PLUMBING, ISSUED FOR OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES AND CONSTRUCTION TOLERANCES FOR INSTALLATION AND 37. THESE PLANS ARE NOT FOR RECORDATION OR CONVEYANCE. 2 08/18/20 CONSTRUCTION MEG MPC MAINTENANCE ARE PROVIDED. NOTIFY VERIZON REPRESENTATIVE OF ANY CONFLICTS. VERIZON REPRESENTATIVE RESERVES THE RIGHT TO 1 08/07/20 ISSUED FOR CONSTRUCTION MEG MPC MAKE MINOR MODIFICATIONS TO THE DESIGN WITHOUT ALTERING THE CONTRACT PRICE. 38. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO 0 04/17/20 ISSUED FOR SLM MEG CONSTRUCTION PRE-CONSTRUCTION CONDITIONS BY THE CONTRACTOR. A 03/19/20 ISSUED FOR REVIEW MSG MEG 15. DO NOT SCALE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTER LINE OF ELEMENTS, UNLESS DRAWN CHECKED NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL BE CONFIRMED WITH SITE MEASUREMENTS. VERIFY WITH VERIZON REPRESENTATIVE AS 39. DAMAGE TO UTILITIES OR PROPERTY OF OTHERS BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRE-CONSTRUCTION REV DATE DESCRIPTION BY BY APPLICABLE. CONDITIONS BY THE CONTRACTOR. 16. THE CONTRACTOR IS RESPONSIBLE FOR DAILY CLEAN UP OF SITE AND REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS. AT THE 40. CONTRACTOR TO PROVIDE THREADED CAPS ON FUTURE CONDUIT. COMPLETION OF THE PROJECT THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING SITE AND ANY OTHER SURROUNDING AREAS TO THE SATISFACTION OF VERIZON AND THE LANDLORD. 41. CONTRACTOR TO PROVIDE RUBBER CAPS ON ALL KINDORF OR UNISTRUT. 17. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, MICHAEL P. CLEARY DELAWARE PROFESSIONAL BREAKAGE COLLAPSE, ETC., ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. ENGINEER - LICENSE NUMBER: 19205 DATE: . 18. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL (OSHA), STATE AND LOCAL CODES, STANDARDS, ORDINANCES, RULES AND REGULATIONS. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE 19. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR DAMAGES TO THE EXISTING FACILITY AND INSTALLATION RESULTING FROM RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO ALTER THIS DOCUMENT. CONSTRUCTION AND GENERAL NEGLIGENCE. REPAIR ALL DAMAGES AND RESTORE FACILITY AND INSTALLATIONS TO THE SATISFACTION OF VERIZON AND LANDLORD AT NO EXTRA CHARGE. NOTIFY VERIZON REPRESENTATIVE AND TOWER OWNER OF ANY SUCH DAMAGES PROMPTLY. REPAIR TO 100% SATISFACTION IMMEDIATELY. SITE NAME: 20. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, UNLESS NOTED OTHERWISE, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS. 21. WHERE NEW PAVING, CONCRETE SIDEWALKS, OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING DOV KETTLEBELL By: MGRAUBART PITCH, GRADE, AND ELEVATION TO MAINTAIN CONTINUITY AND A SMOOTH TRANSITION. 801 OTIS DRIVE 22. VERIZON REPRESENTATIVE IS RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER CONNECTION. CONTRACTOR IS RESPONSIBLE FOR DOVER, DE 19901 COORDINATION OF UTILITY INSPECTIONS AND POWER COMPANY INSTALLATION. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\C-1 DOCUMENTATION RECEIVED FROM THE POWER COMPANY, WRITTEN AND VERBAL DISCUSSIONS WITH THE POWER COMPANY, ETC. MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : GENERAL NOTES SHEET NUMBER : 27 C-1

VICINITY MAP Item 2. S 86°35'50" E C O N S U L T I N G N S. LITTLE CREEK 860.26' Customer Loyalty through Client Satisfaction ROAD www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists R-8 ZONE ROS ZONE n Red Bank, NJ Office Locations: n Sterling, VA n Hawthorne, NY W E RG-3 ZONE n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA MH ZONE n Hamilton, NJ n Marmora, NJ n Albuquerque, NM n Albany, NY n Exton, PA n Philadelphia, PA LITTLE CREEK ROAD C-1A ZONE n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD NORTH C-3 ZONE COUNTY OF KENT n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL C-3 ZONE NE State of D.E. Certificate of Authorization: 2840 S ZO E Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information CITY OF DOVER contained herein is authorized for use only by the party for whom the services were contracted or C-3 ON to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. Z C-1 R-8 TE 1 NE PROJECT ZO LOCATION ROU CPO ONE E ZO N SOURCE: GOOGLE EARTH C-3 Z SITE NOTES CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS 1. THIS PROPOSAL IS FOR AN UNMANNED 512 TOWNSHIP LINE ROAD TELECOMMUNICATIONS FACILITY CONSISTING OF THE BUILDING 2, FLOOR 3 PLACEMENT OF PANEL ANTENNAS ON A PROPOSED BLUE BELL, PA 19422 MONOPOLE AND EQUIPMENT CABINETS ON A PROPOSED 1278'± 1283'± CONCRETE PAD, AN OUTDOOR STANDBY GENERATOR, PROPANE TANK AND ASSOCIATED APPURTENANCES WITHIN (MON A PROPOSED FENCED COMPOUND. (EQU PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF 2. EXTERIOR SIGNS ARE NOT PROPOSED EXCEPT AS REQUIRED IPMEN OPOL R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S BY THE FCC. SURFACE ANYWHERE IN ANY STATE N 32°20'50" W below. _____________________________ Know what's T) E) Callbefore you dig. 3. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 1,967.98' FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: 2,785± S.F. WWW.CALL811.COM S 17°35'50" E SCALE : JOB NUMBER : 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE 1,625.25' AS SHOWN 18960111A SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. . . . . . CABX . . . . . 5. CONTRACTOR SHALL CONTACT STATE SPECIFIC ONE CALL . . . . . SYSTEM THREE WORKING DAYS PRIOR TO ANY EARTH MOVING ACTIVITIES. . . . . . ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION 6. POWER TO THE FACILITY WILL BE MONITORED BY A ISSUED FOR 1 08/07/20 MEG MPC SEPARATE METER. CONSTRUCTION ISSUED FOR 0 04/17/20 SLM MEG CONSTRUCTION 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A 03/19/20 ISSUED FOR REVIEW MSG MEG ALL PERMITS & INSPECTIONS REQUIRED FOR CONSTRUCTION. REV DATE DESCRIPTION DRAWN CHECKED BY BY 8. SUBCONTRACTOR SHALL DETERMINE EXACT ROUTE OF ANY BULK STANDARDS FOR C-1A - LIMITED COMMERCIAL ZONE UNDERGROUND CONDUIT, IF REQUIRED. DESCRIPTION REQUIRED EXISTING PROPOSED REMARKS 9. THIS PROJECT WILL NOT REQUIRE STREETS OR PROPERTY TO E) MINIMUM LOT AREA N/A 932,457± S.F. NO CHANGE CONFORMING POL BE DEDICATED FOR PUBLIC USE. ( MONO MINIMUM LOT WIDTH 25 FEET 860± FEET NO CHANGE CONFORMING 96'± NT) MICHAEL P. CLEARY IPME (EQU 10. THIS PROJECT WILL NOT REQUIRE PERMANENT MONUMENTS. DELAWARE PROFESSIONAL MINIMUM LOT DEPTH N/A 1,625± FEET NO CHANGE CONFORMING '± ENGINEER - LICENSE NUMBER: 19205 E 10 7 MIN. FLOOR AREA RATIO 1.5 0.20 NO CHANGE CONFORMING APPROXIMATE LOCATION DATE: . 11. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAPS OF KENT COUNTY, DE (AND INCORPORATED AREAS), PANEL OF UTILITY COMPANY EQUIPMENT MONOPOLE 188 OF 435, MAP 10001C0188J DATED 07/07/2014, ALL ELECTRICAL TIE IN POINT E IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS PROPOSED IMPROVEMENTS ARE LOCATED WITHIN ZONE X - MINIMUM FRONT YARD SETBACK 25 FEET 97± FEET N/A N/A CONFORMING THEY ARE ACTING UNDER THE DIRECTION OF THE PROPOSED RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR T/E ALTER THIS DOCUMENT. MINIMUM SIDE YARD SETBACK 5 FEET 132± FEET N/A N/A CONFORMING UNDERGROUND E FLOODPLAIN. ELECTRIC SERVICE MINIMUM REAR YARD SETBACK 15 FEET >1,500± FEET N/A N/A CONFORMING T/E SITE NAME: 12. THE PROPOSED INSTALLATION WILL GENERATE ONE (1) MAXIMUM BUILDING HEIGHT 30 FEET <30 FEET N/A N/A CONFORMING E T/E 2'± VEHICLE TRIP FOR ROUTINE MAINTENANCE EVERY FOUR (4) 33 TO SIX (6) WEEKS. BULK STANDARDS FOR C-3 - SERVICE COMMERCIAL ZONE DESCRIPTION REQUIRED EXISTING PROPOSED REMARKS E) OL DOV KETTLEBELL OP By: MGRAUBART MINIMUM LOT AREA N/A 932,457± S.F. NO CHANGE CONFORMING ) O N NT 100 FEET 860± FEET NO CHANGE ' (M I PME 801 OTIS DRIVE MINIMUM LOT WIDTH CONFORMING 6 U LEGEND 27 (EQ ONE DOVER, DE 19901 MINIMUM LOT DEPTH 100 FEET 1,625± FEET NO CHANGE CONFORMING 25 3' CPO Z KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\C-2 E M ZON MINIMUM FLOOR AREA RATIO 4.0 0.20 NO CHANGE CONFORMING NE C-3 ZO MINIMUM LOT COVERAGE 80% 64.9% 65.1% CONFORMING PROPOSED UTILITY COMPANY ELECTRICAL OLE) EQUIPMENT MONOPOLE E M ZON PEDESTAL ONOP MT. LAUREL OFFICE 2000 Midlantic Drive MINIMUM FRONT YARD SETBACK 20 FEET 65± FEET 1,278± FEET 1,283--± FEET CONFORMING 330' (M Suite 100 E ON Mt. Laurel NJ 08054 ENT) MINIMUM SIDE YARD SETBACK 15 FEET 21± FEET 107± FEET 96± FEET CONFORMING (TO BE UTILIZED FOR Phone: .856.797.0412 Z R-8 QUIPM Fax: .856.722.1120 NE TELCO SERVICE) MINIMUM SIDE/REAR YARD SETBACK S 78°09'10" W ZO 309' (E 30 FEET 43± FEET 253± FEET 276± FEET CONFORMING email: solutions@maserconsulting.com ADJOINING A RESIDENCE ZONE 303.60' M PROPOSED IP SITE PLAN SHEET TITLE : MINIMUM REAR YARD SETBACK 10 FEET 460± FEET 309± FEET 330± FEET CONFORMING UNDERGROUND TELCO AND ELECTRIC SERVICE 50 40 30 20 10 0 25 50 100 SITE PLAN MAXIMUM BUILDING HEIGHT 75 FEET <75 FEET 12± FEET (GPS) 105± FEET* NON-CONFORMING X X PROPOSED CHAIN LINK FENCE * TOP OF LIGHTNING ROD SCALE : 1" = 50' FOR 22"X34" SHEET NUMBER : 28 PROPOSED FEATURES (SCALE : 1" = 100' FOR 11"X17") T/E PROPOSED UNDERGROUND ELECTRIC/TELCO UTILITY LINES C-2

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction N www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD W n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 (TO BE IMPROVED WITH NEW GRAVEL Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information AND UTILIZED BY CELLCO PARTNERSHIP contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied FOR INGRESS, EGRESS AND PARKING) upon for any other purpose without the express written consent of Maser Consulting, P.A. E PROPOSED 14'-0" GRAVEL ACCESS DRIVE PROPOSED LIGHTNING ROD S (2) PROPOSED 7'-0" WIDE ACCESS SWING GATES PROPOSED PLATFORM (SITE PRO1 P/N: RMQLP-4096-HK OR APPROVED EQUAL) TOP OF PROPOSED LIGHTNING ROD 15'-0"± @ 105'-0"± AGL TOP OF PROPOSED MONOPOLE CENTERLINE OF PROPOSED PROPOSED UNDERGROUND @ 100'-0"± AGL CELLCO PARTNERSHIP ANTENNAS CONDUITS FOR ELECTRIC @ 97'-0"± AGL AND TELCO SERVICE CELLCO PARTNERSHIP d/b/a PROPOSED 4-GANG X X VERIZON WIRELESS METER BANK PROPOSED CELLCO X X PARTNERSHIP PANEL ANTENNA 512 TOWNSHIP LINE ROAD X X X X X X X X X X X X PROPOSED CELLCO PARTNERSHIP (TYP. OF 12, 4 PER SECTOR) BUILDING 2, FLOOR 3 PROPOSED CHARLES CUBE TELCO CABINET REMOTE RADIO HEAD (RRH) BLUE BELL, PA 19422 X MOUNTED TO PROPOSED UTILITY FRAME X (TYP. OF 6, 2 PER SECTOR) E PROPOSED 6'-0" HIGH ET ET ET E PROPOSED TELCO PULL BOX T X X CHAIN LINK FENCE WITH PROPOSED GPS UNIT MOUNTED TO 1'-0" BARBED WIRE (TYP.) PROPOSED CELLCO PARTNERSHIP T T T PROPOSED CABLE BRIDGE CANOPY DISTRIBUTION BOX PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON PROPOSED X X PREPARING TO DISTURB THE EARTH'S PROPOSED 5'-0" LONG CELLCO SURFACE ANYWHERE IN ANY STATE BOLLARD (TYP.) 5'-6" below. _____________________________ PARTNERSHIP UTILITY FRAME WITH PROPOSED CABLES ROUTED Know what's CABLE BRIDGE CANOPY WITHIN MONOPLE Callbefore you dig. PROPOSED X X FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: TRANSFORMER WWW.CALL811.COM PROPOSED PROPOSED X X PROPOSED GRAVEL MONOPOLE SCALE : JOB NUMBER : UNDERGROUND SURFACING WITHIN AS SHOWN 18960111A CONDUITS FOR PROPOSED MONOPOLE LIMITS OF PROPOSED . . . . . TELCO SERVICE X FOUNDATION X COMPOUND PROPOSED 35'-0" . . . . . CABLE BRIDGE PROPOSED CELLCO PARTNERSHIP . . . . . OUTDOOR STANDBY GENERATOR ON A X X 2'-8" 4'-0" PROPOSED GPS UNIT . . . . . PROPOSED 4'-0"x8'-0" CONCRETE PAD MOUNTED TO PROPOSED 2 08/18/20 ISSUED FOR MEG MPC CONSTRUCTION X X CABLE BRIDGE CANOPY ISSUED FOR PROPOSED 1 08/07/20 CONSTRUCTION MEG MPC MONOPOLE PROPOSED 5'-0" LONG 0 04/17/20 ISSUED FOR SLM MEG CONSTRUCTION 11'-6" PROPOSED CELLCO PARTNERSHIP 10'-0 X X A 03/19/20 ISSUED FOR REVIEW MSG MEG CLE "' (MIN CABLE BRIDGE UTILITY FRAME WITH DRAWN CHECKED ARA . CABLE BRIDGE CANOPY REV DATE DESCRIPTION BY BY NCE ) X PROPOSED CELLCO PARTNERSHIP X 1'-0" 8'-0" PROPOSED CELLCO EQUIPMENT CABINETS (TYP. OF 3) ON A PARTNERSHIP EQUIPMENT 10'-6" X PROPOSED 4'-0"x11'-0" CONCRETE PAD CABINETS (TYP. OF 3) ON A X PROPOSED 4'-0"x11'-0" CONCRETE PAD X 4'-0" X MICHAEL P. CLEARY PROPOSED CELLCO PARTNERSHIP DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 OUTDOOR STANDBY PROPOSED CELLCO PARTNERSHIP X X X X X X X X X X X X X X X X X X GENERATOR ON A PROPOSED DATE: . PROPANE TANK ON A PROPOSED 4'-0"x8'-0" CONCRETE PAD 4'-0"x8'-0" CONCRETE PAD 50'-0" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 1'-0" PROPOSED CELLCO PARTNERSHIP THEY ARE ACTING UNDER THE DIRECTION OF THE PROPOSED 6'-0" HIGH PROPANE TANK ON A PROPOSED RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO CHAIN LINK FENCE WITH ALTER THIS DOCUMENT. PROPOSED 35'-0"x50'-0" (1,750± S.F.) 4'-0"x8'-0" CONCRETE PAD 1'-0" BARBED WIRE (TYP.) FENCED TELECOMMUNICATIONS COMPOUND WITHIN A 50'-0"x50'-0" SITE NAME: (2,500± S.F.) LEASE AREA ELEVATION VIEW DOV KETTLEBELL By: MGRAUBART 10 8 6 4 2 0 5 10 20 801 OTIS DRIVE EQUIPMENT LAYOUT DOVER, DE 19901 5 4 3 2 1 0 2.5 5 10 SCALE : 1" = 10' FOR 22"X34" KENT COUNTY (SCALE : 1" = 20' FOR 11"X17") \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\C-3 SCALE : 1" = 5' FOR 22"X34" (SCALE : 1" = 10' FOR 11"X17") MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com NOTE: SHEET TITLE : EQUIPMENT LAYOUT AND THE LOCATION OF THE EXISTING STORMWATER PIPES SHALL BE VERIFIED PRIOR TO ALL EARTH MOVING ELEVATION VIEW ACTIVITY. THE PIPES SHALL BE PROTECTED DURING THE COURSE OF CONSTRUCTION. SHEET NUMBER : 29 C-3

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA N n Hamilton, NJ n Marmora, NJ n Albuquerque, NM n Albany, NY n Exton, PA n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. W E PROPOSED CELLCO PARTNERSHIP DISTRIBUTION BOX ALPHA SECTO ALPHA R SECTO NEW A AZ = 10° ALPHA S R SECTO NEW A AZ = 10° NTENN ALPHA R SECTO NEW A AZ = 10° A M NTENN NHH-6 O 5B-R2B DEL: R NHH-6 A MODEL: NTENN NEW A AZ = 10° CELLCO PARTNERSHIP d/b/a NHH-6 A MODEL: 5B-R2B NTENN VERIZON WIRELESS NHH-6 A MODEL: 1 5B-R2B PROPOSED CELLCO 512 TOWNSHIP LINE ROAD 2 5B-R2B PARTNERSHIP PANEL ANTENNA BUILDING 2, FLOOR 3 (TYP. OF 12, 4 PER SECTOR) BLUE BELL, PA 19422 3 4 PROPOSED PLATFORM (SITE PRO1 P/N: RMQLP-4096-HK OR APPROVED EQUAL) PROTECT YOURSELF PROPOSED ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON MONOPOLE PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE TOR 4 below. _____________________________ Know what's SEC Callbefore you dig. MA 50° EL: GAMAZ = 2 A MOD FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM ENN 2B ANT -65B-R SCALE : JOB NUMBER : NEW NHH AS SHOWN 18960111A . . . . . PROPOSED CELLCO PARTNERSHIP 1 TOR BE . . . . . REMOTE RADIO HEAD MOUNTED 3 N SEC EW TA BEHIND PROPOSED ANTENNA MA 50° EL: . . . . . A AZ SE (TYP. OF 6, 2 PER SECTOR) GAMAZ = 2 A MOD N NTE = 1 CTO . . . . . ENN 2B HH N 3 ANT -65B-R -6 NA 0° R 2 08/18/20 ISSUED FOR MEG MPC NEW NHH 5B M CONSTRUCTION -R O 1 08/07/20 ISSUED FOR MEG MPC 2 2B D CONSTRUCTION EL 0 04/17/20 ISSUED FOR SLM MEG N BE : CONSTRUCTION EW TA A 03/19/20 ISSUED FOR REVIEW MSG MEG TOR 2 A AZ SE SEC N NTE = 1 CTO REV DATE DESCRIPTION DRAWN CHECKED MA 50° EL: HH N 3 BY BY GAMAZ = 2 A MOD -6 NA 0° R ENN 2B 5B M -R O ANT -65B-R 2B D NEW NHH 3 EL N BE : EW TA AN AZ SEC N TE = 1 TO MICHAEL P. CLEARY HH N 3 TOR 1 -6 NA 0° R SEC 5B PROPOSED SECTOR GROUND BAR DELAWARE PROFESSIONAL A M MA 250° DEL: -R MO ENGINEER - LICENSE NUMBER: 19205 G = O (TYP. OF 3, 1 PER SECTOR) AZ NA M 2B D DATE: . 4 EL EN 2B W ANT -65B-R N EW BE TA : NE H NH AN AZ SEC IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE N TE = 1 TO RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO HH N 3 -6 NA 0° R ALTER THIS DOCUMENT. 5B M -R O 2B D EL SITE NAME: : NOTES: ANTENNA PLAN 1. ANTENNA ORIENTATION IS BASED ON 2 1.6 1.2 0.8 0.4 0 1 2 4 TRUE NORTH BEARING, CONTRACTOR SHALL VERIFY TRUE NORTH PRIOR TO DOV KETTLEBELL By: MGRAUBART SCALE : 1" = 2' FOR 22"X34" CONSTRUCTION. (SCALE : 1" = 4' FOR 11"X17") 801 OTIS DRIVE 2. CONTRACTOR TO REFER TO FINAL RF DOVER, DE 19901 CONFIGURATIONS SHEET FOR ANTENNA KENT COUNTY AZIMUTHS PRIOR TO CONSTRUCTION. \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\C-4 MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : ANTENNA PLAN SHEET NUMBER : 30 C-4

CONCRETE SLAB Item 2. PROPOSED 5'-0" LONG CELLCO (4,500 PSI CONCRETE C O N S U L T I N G PARTNERSHIP UTILITY FRAME WITH 3/4" AGGREGATE) Customer Loyalty through Client Satisfaction www.maserconsulting.com WITH CABLE BRIDGE CANOPY (SEE SHEET A-2 FOR DETAILS) Engineers Planners Surveyors B Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL PROPOSED PROPOSED PROPOSED State of D.E. Certificate of Authorization: 2840 POWER BATTERY BATTERY 4'-0" Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information CABINET CABINET CABINET contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied PROPOSED GPS UNIT upon for any other purpose without the express written consent of Maser Consulting, P.A. MOUNTED TO PROPOSED CABLE BRIDGE CANOPY 6" 6" B A 6" 4'-0" 6" A ℄ 5'-0" ℄ 1'-0" 11'-0" PROPOSED NEMA ENCLOSURE FOR MISCELLANEOUS PAPER WORK (BELOW) 7'-4" PROPOSED TELCO BOX (ABOVE) PROPOSED ASCO 4'-0" LOAD CENTER CONCRETE SLAB (4,500 PSI CONCRETE CELLCO PARTNERSHIP d/b/a WITH 3/4" AGGREGATE) VERIZON WIRELESS (SEE SHEET A-2 FOR DETAILS) 512 TOWNSHIP LINE ROAD BUILDING 2, FLOOR 3 BLUE BELL, PA 19422 8'-0" PROPOSED CELLCO PARTNERSHIP OUTDOOR STANDBY GENERATOR ON A PROPOSED 4'-0"x8'-0" CONCRETE PAD PROTECT YOURSELF EQUIPMENT LAYOUT R ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE 2 1.6 1.2 0.8 0.4 0 1 2 4 below. _____________________________ Know what's Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: SCALE : 1" = 2' FOR 22"X34" WWW.CALL811.COM (SCALE : 1" = 4' FOR 11"X17") SCALE : JOB NUMBER : PROPOSED GRIP SPAN BRIDGE AS SHOWN 18960111A PROPOSED POST CAP CHANNEL (SITE PRO1 P/N GRS24 (TYP. EACH POST) PROPOSED CANTILEVER OR APPROVED EQUAL) 1/2"Ø THREADED RODS . . . . . 5'-0" (SITE PRO1 P/N HHD24 OR WITH HEX NUTS AND PROPOSED 5'-0" LONG CELLCO APPROVED EQUAL) LOCK WASHERS . . . . . PARTNERSHIP UTILITY FRAME WITH CABLE BRIDGE CANOPY 6" ℄ 4'-0" ℄6" PROPOSED CANTILEVER (SITE PRO1 P/N HHD24 OR PROPOSED 5'-0" LONG CELLCO PROPOSED GRIP SPAN BRIDGE . . . . . APPROVED EQUAL) PARTNERSHIP UTILITY FRAME CHANNEL (SITE PRO1 P/N GRS24 . . . . . WITH CABLE BRIDGE CANOPY OR APPROVED EQUAL) ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION PROPOSED 3" SCH. 40 PIPE 1 08/07/20 ISSUED FOR MEG MPC (TYP. OF 2) 1/2"Ø THREADED RODS CONSTRUCTION WITH HEX NUTS AND ISSUED FOR 0 04/17/20 SLM MEG CONSTRUCTION LOCK WASHERS PROPOSED POWER CABINET PROPOSED 13'-6" LONG 3" A 03/19/20 ISSUED FOR REVIEW MSG MEG P1000 UNISTRUT PROPOSED SCH. 40 PIPE (TYP. OF 2) WITH END CAPS ASCO LOAD REV DATE DESCRIPTION DRAWN CHECKED BY BY OR EQUIVALENT CENTER 6" PROPOSED ASCO LOAD CENTER PROPOSED TELCO BOX PROPOSED MICHAEL P. CLEARY TELCO BOX DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 10'-0" 10'-0" DATE: . PROPOSED PROPOSED IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS BATTERY BATTERY THEY ARE ACTING UNDER THE DIRECTION OF THE PROPOSED NEMA PROPOSED NEMA RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO CABINET CABINET ALTER THIS DOCUMENT. ENCLOSURE ENCLOSURE FOR MISCELLANEOUS PAPER WORK SITE NAME: FINISHED GRADE FINISHED GRADE DOV KETTLEBELL By: MGRAUBART NOTE: 1'-0" 11'-0" 801 OTIS DRIVE NOTE: DOVER, DE 19901 CONTRACTOR TO PROVIDE ALL KENT COUNTY CONTRACTOR TO PROVIDE ALL NECESSARY HARDWARE. \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\A-1 4'-6" NECESSARY HARDWARE. PROPOSED 4,500 PSI 4'-6" CONCRETE FOOTING (TYP.) PROPOSED 4,500 PSI MT. LAUREL OFFICE CONCRETE FOOTING (TYP.) 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 1'-0" (TYP.) 1'-0" email: solutions@maserconsulting.com EQUIPMENT SECTION VIEW (TYP.) SHEET TITLE : SECTION A-A 2 1.6 1.2 0.8 0.4 0 1 2 4 SECTION B-B CONSTRUCTION DETAILS SCALE : 1" = 2' FOR 22"X34" (SCALE : 1" = 4' FOR 11"X17") SHEET NUMBER : 31 A-1

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction PROPOSED www.maserconsulting.com PROPANE TANK Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: 11'-0" 8'-0" n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. 4'-0" 4'-0" A A A A EQUIPMENT PLAN VIEW CONDUIT STUB-UP FOR CELLCO PARTNERSHIP d/b/a GENERATOR LOAD LEADS VERIZON WIRELESS (BOTTOM ENTRY) 512 TOWNSHIP LINE ROAD PROPOSED GENERATOR ANCHOR PROPOSED GENERATOR BUILDING 2, FLOOR 3 LOCATION (TYP. OF 4) (SEE SHEET CONDUITS STUBBED UP PROPOSED BLUE BELL, PA 19422 A-5 FOR ANCHOR LOCATIONS) (SEE THROUGH CONCRETE PAD GENERATOR SHEET A-3 FOR ANCHOR NOTES) (SEE SHEET E-3) 8'-0" PROTECT YOURSELF CONCRETE NOTES: R ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE DESIGN INFORMATION: below. _____________________________ Know what's Callbefore you dig. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336A, ASTM A184, ASTM A185 AND FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM THE DESIGN & CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. SCALE : JOB NUMBER : 2. THE DESIGN SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE AS SHOWN ON SHEET T-1. AS SHOWN 18960111A EARTHWORK: . . . . . 4'-0" 1. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON (UNDISTURBED RESIDUAL SOILS/COMPACTED STRUCTURAL FILL), . . . . . 4" (TYP.) CAPABLE OF SAFELY SUPPORTING AN ALLOWABLE BEARING PRESSURE OF 1,500 PSF. IF FOUNDATION CONDITIONS . . . . . PROVE UNACCEPTABLE AT ELEVATIONS SHOWN, EXCAVATION SHALL BE CARRIED DEEPER AND SHALL BE BACKFILLED WITH LEAN CONCRETE TO PLAN FOOTING BOTTOM, OR REDISIGN OF FOUNDATIONS WILL BE REQUIRED AT THE . . . . . DIRECTION OF THE ENGINEER. ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION ISSUED FOR ℄ 2. DESIGN FURNISH AND INSTALL TEMPORARY SHEETING, SHORING, AND DRAINAGE TO MAINTAIN THE EXCAVATION AND PROTECT SURROUNDING STRUCTURES AND UTILITIES. 1 08/07/20 CONSTRUCTION ISSUED FOR MEG MPC 0 04/17/20 SLM MEG A A CONSTRUCTION 3. THOROUGHLY COMPACT ALL BOTTOM OF FOOTINGS PRIOR TO PLACING ANY CONCRETE. A 03/19/20 ISSUED FOR REVIEW MSG MEG 1'-2" DRAWN CHECKED CONCRETE: REV DATE DESCRIPTION BY BY 1. FORMWORK 4" (TYP.) 5'-7" 1.a. CONCRETE CONSTRUCTION SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." (ACI 301-89). ℄ ℄ 1.b. FORMWORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" GENERATOR MICHAEL P. CLEARY DELAWARE PROFESSIONAL 2. REINFORCEMENT ENGINEER - LICENSE NUMBER: 19205 DATE: . 2.a. REINFORCING STEEL ASTM A615, GRADE 60. WELDED WIRE ASTM A185 (FLAT SHEET). LAPS 40 BAR DIAMETERS 12" THICK CONCRETE PAD UNLESS NOTED. BARS SHALL BE SECURELY HELD IN ACCURATE POSITION BY SUITABLE ACCESSORIES, TIE BARS, (4,500 PSI CONCRETE SUPPORT BARS, ETC. HOOK LENGTHS SHALL BE 12 BAR DIAMETERS. WITH 3/4" AGGREGATE) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 1" 45° CHAMFER THEY ARE ACTING UNDER THE DIRECTION OF THE (TYP.) 2.b. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED. RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO #6 REBAR (12" O.C.) EACH ALTER THIS DOCUMENT. WAY, TOP AND BOTTOM 2.b.1. FOOTINGS AND SLABS CAST AGAINST GROUND 3" SEE PLAN 2.b.2. CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER AT BARS GREATER THAN 5" 2" SITE NAME: 3" REVEAL 2.b.3. AT BARS #5 OR LESS 1 1/2" 2.b.4. CONCRETE NOT TO BE EXPOSED TO GROUND OR WEATHER BEAMS, GIRDERS, AND COLUMNS 1 1/2" 2.b.5. SLABS AND WALLS 3/4" 2.c. CAST IN PLACE CONCRETE FINISHED GRADE 2.c.1. MINIMUM 28 DAY CYLINDER STRENGTH AND MAXIMUM SLUMP, PRIOR TO ADDITION F SUPER DOV KETTLEBELL By: MGRAUBART PLASTICIZERS, AS FOLLOWS: 12" 801 OTIS DRIVE 2.c.1.1. CLASS I FOOTINGS 4500 PSI 3" 2.c.1.2. CLASS III INTERIOR ELEVATED SLABS AND WALLS 4000 PSI 4" DOVER, DE 19901 2.c.1.3. CLASS V OTHER WORK 4000 PSI 4" 2.c.1.4. CLASS VI LEAN CONCRETE FOR OVEREXCAVATION OF FOUNDATIONS 2000 PSI N/A KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\A-2 2.c.2. MIX DESIGN TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 5. NO CALCIUM CHLORIDE ADMIXTURE CONTAINING CHLORIDES SHALL BE USED IN ANY CONCRETE 2.c.3. COARSE AGGREGATE FOR NORMAL WIEGHT CONCRETE SHALL CONFORM TO ASTM C33 SIZE #57. MT. LAUREL OFFICE COARSE AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330 GRADED 3/4" TO 2000 Midlantic Drive 1/4". Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 6" THICK LAYER OF PREPARED SUBGRADE COMPACTED 2.c.4. COLD WEATHER PLACEMENT SHALL COMPLY WITH ACI 306.1 Fax: .856.722.1120 3/4" CRUSHED STONE TO 95% MAXIMUM DRY DENSITY VAPOR BARRIER email: solutions@maserconsulting.com (PER MODIFIED PROCTOR ASTM 2.c.5. HOT WEATHER PLACEMENT SHALL COMPLY WITH ACI 305 R. D1557/AASHTO T180) SECTION "A-A" 2.c.6. CHAMFER ALL EXPOSED EDGES 3/4" SHEET TITLE : 2.c.7. THE MAXIMUM TEMPERATURE OF ALL CONCRETE AT DELIVERY TO THE SITE SHALL BE 85°F CONSTRUCTION DETAILS CONCRETE EQUIPMENT PAD DETAILS 2.c.8. TOTAL DELIVERY TIME SHALL BE LESS THAN 75 MINUTES. SHEET NUMBER : 32 NOT TO SCALE A-2

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 MINIMUM REQUIRED CLEARANCE FOR AIRFLOW ON ALL SIDES Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. CONDUIT STUB-UP FOR GENERATOR LOAD LEADS 24.00" (BOTTOM ENTRY) RADIATOR FILL PORT SERVICE THROUGH ROOF RADIATOR ACCESS PANEL GENSET MAXIMUM MODEL ALTERNATOR WEIGHT 25/30CCL 4D/E 1,600 LBS 32.90" (GENSET WIDTH) 25/30CCL 4P/Q 1,630 LBS NOTES: CELLCO PARTNERSHIP d/b/a 14.25" 1. BOTH SIDES OF THE GENERATOR IS SERVICE ACCESSIBLE WITH EASY ACCESS SERVICE PANELS. 2. 3. 10 AMP BATTERY CHARGER. 120VAC ENGINE BLOCK HEATER. VERIZON WIRELESS 4. GENERATOR MUST BE GROUNDED. 512 TOWNSHIP LINE ROAD 5. SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. BUILDING 2, FLOOR 3 6. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. 7. MUST ALLOW FREE FLOW OF AIR INTAKE. BLUE BELL, PA 19422 1.18" 20.23" 7.87" 8. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE CODES, STANDARDS AND REGULATIONS. 9. SPRING ISOLATORS TO BE UTILIZED: MODEL MS-2E. PLAN VIEW 10. GENERATOR TO BE ANCHORED WITH 11/16"Ø A325 BOLTS. INSTALLED AND SIZE PER KOHLER RECOMMENDATIONS. 11. GENERATOR SOUND LEVEL IS 67.7 dBA @ 23 FT (7 METERS) WITH SOUND ENCLOSURE. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE below. _____________________________ Know what's Callbefore you dig. 34.81" FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: LIFT OFF LIFT OFF WWW.CALL811.COM SERVICE PANEL SERVICE PANEL SCALE : JOB NUMBER : AS SHOWN 18960111A . . . . . . . . . . . . . . . . . . . . ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION ISSUED FOR 1 08/07/20 MEG MPC CONSTRUCTION ISSUED FOR 0 04/17/20 SLM MEG CONSTRUCTION 51.0" (GENSET HEIGHT) A 03/19/20 ISSUED FOR REVIEW MSG MEG EXHAUST OUTLET REV DATE DESCRIPTION DRAWN CHECKED BY BY 6.89" (FUEL INLET) MICHAEL P. CLEARY DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 9.06" DATE: . 4.53" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 44.43" 31.85" 17.7" 54.33" 12.91" THEY ARE ACTING UNDER THE DIRECTION OF THE (OIL DRAIN) (MOUNTING HOLES) (MOUNTING HOLES) (MOUNTING HOLES) (FUEL INLET) RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO 0.41" FUEL INLET ALTER THIS DOCUMENT. ENGINE OIL DRAIN 1" NPT ℄ ℄ ℄ ℄ ℄ ℄ 89.76" 89.76" SITE NAME: LEFT SIDE VIEW FRONT VIEW RIGHT SIDE VIEW DOV KETTLEBELL By: MGRAUBART 801 OTIS DRIVE KOHLER LP GENERATOR DETAIL DOVER, DE 19901 KENT COUNTY NOT TO SCALE \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\A-3 MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : CONSTRUCTION DETAILS SHEET NUMBER : 33 A-3

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS 512 TOWNSHIP LINE ROAD BUILDING 2, FLOOR 3 BLUE BELL, PA 19422 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE below. _____________________________ Know what's Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM 9'-10" SCALE : JOB NUMBER : AS SHOWN 18960111A . . . . . . . . . . NOTE: . . . . . . . . . . PROPANE TANK TO BE ANCHORED IN ACCORDANCE ISSUED FOR 2 08/18/20 MEG MPC WITH MANUFACTURER SPECIFICATIONS. CONSTRUCTION ISSUED FOR 1 08/07/20 MEG MPC CONSTRUCTION PLAN VIEW ISSUED FOR 0 04/17/20 SLM MEG CONSTRUCTION A 03/19/20 ISSUED FOR REVIEW MSG MEG DRAWN CHECKED LIQUID REV DATE DESCRIPTION BY BY WITHDRAWAL DOME RELIEF VALVE MICHAEL P. CLEARY 3'-11 1/2" DELAWARE PROFESSIONAL 37.5" ENGINEER - LICENSE NUMBER: 19205 DATE: . IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO 5'-0" DRAIN ALTER THIS DOCUMENT. 15" (DRAIN IS OPTIONAL FOR THE 500 AND 1,000 FRONT VIEW SIDE VIEW GALLON TANKS ONLY) SITE NAME: WEIGHT = 920 LBS MANCHESTER PROPANE TANK 500 GALLON ABOVEGROUND STORAGE DETAIL DOV KETTLEBELL By: MGRAUBART NOT TO SCALE 801 OTIS DRIVE DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\A-4 MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : CONSTRUCTION DETAILS SHEET NUMBER : 34 A-4

26.10" 15.50" Item 2. EQUIPMENT C O N S U L T I N G COMPARTMENT PROPOSED POST CAP Customer Loyalty through Client Satisfaction ℄ 4'-0" ℄ (TYP. EACH POST) www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: 3"Ø SCH. 40 n Red Bank, NJ n Sterling, VA n Hawthorne, NY POST (TYP.) n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD P1000 UNISTRUT n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL WITH END CAPS State of D.E. Certificate of Authorization: 2840 OR EQUIVALENT Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information 2'-2 1/4" 1'-8 1/4" contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROPOSED 1/2"Ø CUSTOMER CUSTOMER U-BOLT (TYP.) HAND-OFF HAND-OFF COMPARTMENT COMPARTMENT LIQUID TIGHT 6'-10" FITTING (TYP.) LIQUID TIGHT FITTING ELEVATION VIEW SIDE VIEW CHARLES INDUSTRIES RL2000A CUBE CELLCO PARTNERSHIP d/b/a NOT TO SCALE VERIZON WIRELESS 512 TOWNSHIP LINE ROAD BUILDING 2, FLOOR 3 24" BLUE BELL, PA 19422 MOUNT POINTS SITE PRO P/N 1B24D-A CABLE BRIDGE KIT OR APPROVED EQUAL 24" WIDE GRIP SPAN BRIDGE CHANNEL 4" PROTECT YOURSELF FINISHED GRADE R ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S 5/8"ØX2'-0" THREADED ROD W/ SURFACE ANYWHERE IN ANY STATE NUTS & OVERSIZED WASHERS NOTE: below. _____________________________ Know what's (TYP. OF 2) Callbefore you dig. CONTRACTOR TO PROVIDE ALL FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: ANGLE SUPPORT BRACKET @ 3'-0" WWW.CALL811.COM NECESSARY HARDWARE. O.C. MAX. OR APPROVED EQUAL SCALE : JOB NUMBER : AS SHOWN 18960111A GPS ANTENNA . . . . . GPS MOUNTING PIPE . . . . . PROPOSED 4,500 PSI . . . . . 4'-6" CONCRETE FOOTING (TYP.) . . . . . 8'-0" (MIN.) ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION ISSUED FOR 1 08/07/20 MEG MPC CONSTRUCTION COAX CABLE 3" SCH. 40 PIPE ISSUED FOR 0 04/17/20 SLM MEG SUPPORT (TYP.) CONSTRUCTION A 03/19/20 ISSUED FOR REVIEW MSG MEG COAX CABLE DRAWN CHECKED GROUNDING KIT REV DATE DESCRIPTION BY BY COAX CABLE GROUND LEAD TO GROUND RING (TYP.) 6" 1'-0" (TYP.) #2 TINNED GROUND WIRE (TYP.) MICHAEL P. CLEARY DELAWARE PROFESSIONAL CADWELD TO PIPE (TYP.) BACKBOARD DETAIL ENGINEER - LICENSE NUMBER: 19205 6'-6" (MAX.) DATE: . 1-1/2"Ø SCHEDULE 40 NOT TO SCALE GALVANIZED PIPE 4" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS PIPE MOUNT KIT THEY ARE ACTING UNDER THE DIRECTION OF THE PROPOSED RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO (TYP. OF 2) ALTER THIS DOCUMENT. GROUNDING SYSTEM 3"Ø OR 3-1/2"Ø ICE BRIDGE POST SITE NAME: 17 " 3/8-16 UNC STAINLESS STEEL HEX HEAD BOLT W/ WASHER (2) 30" 3'-0" DOV KETTLEBELL 4'-10" By: MGRAUBART #2 TINNED GROUND WIRE 4'-6" 24 " 801 OTIS DRIVE DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\A-5 MT. LAUREL OFFICE 2000 Midlantic Drive PROPOSED 4,500 PSI Suite 100 CONCRETE FOOTING (TYP.) Mt. Laurel NJ 08054 GPS MOUNTING DETAIL 6" 1/2"x4" SKID RESISTANT SURFACE 4"x4" MOUSEHOLES (2) PG2436BB Phone: .856.797.0412 Fax: .856.722.1120 NOT TO SCALE PULL SLOT email: solutions@maserconsulting.com 1'-0" COVER EXTENSION BOX SHEET TITLE : CABLE BRIDGE DETAIL PULL BOX DETAIL CONSTRUCTION DETAILS NOT TO SCALE NOT TO SCALE SHEET NUMBER : 35 A-5

X X X X X X X X X X X X X X X X X X Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction TOP BRACE RAIL www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: X X X X X X X X X X n Red Bank, NJ n Sterling, VA n Hawthorne, NY STRETCHER BAR X X X X X X X X X X X ℄GATE POST ℄GATE POST n Clinton, NJ n Hamilton, NJ n Norfolk, VA n Albuquerque, NM n Lehigh Valley, PA n Exton, PA X X X X X X X X X X X n Marmora, NJ n Albany, NY n Philadelphia, PA DOUBLE SWING n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD DIAGONAL ROD W/ STEEL GATES (VARIES) n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL TURNBUCKLE State of D.E. Certificate of Authorization: 2840 TOP TENSION WIRE TOP RAIL Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or BOTTOM TENSION WIRE BRACE RAIL GATE FRAME to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied 1" CROWN X X X X X X X X upon for any other purpose without the express written consent of Maser Consulting, P.A. AT GATE X X X X X X X X X BOTTOM LINE POST STRETCHER BAR X X X X X X X X X FINISHED GRADE OR GROUND TENSION WIRE 1 1/2" MAX DIAGONAL ROD W/ GATE LATCH WITH 4'-0" CLEARANCE STEEL TURNBUCKLE CHAIN AND LOCK FROM GRADE CONCRETE OR SAKRETE FINISH GRADE 3" ELEVATION VIEW 1 1/2" MAX 1'-0" MIN. CONCRETE OF SAKRETE FOOTING CLEARANCE GATE FRAME EXTERIOR INTERIOR FROM GRADE WOVEN WIRE CORNER, GATE, END, OR PULL POST TOP OF FABRIC ELEVATION VIEW CELLCO PARTNERSHIP d/b/a NOT TO SCALE VERIZON WIRELESS 512 TOWNSHIP LINE ROAD BUILDING 2, FLOOR 3 FENCE NOTES: X TOP RAIL BLUE BELL, PA 19422 PROJECT 1" ABOVE GROUND X X 7'-0 " X AND SLOPE ALL AROUND (TYP) " 7'-0 1. GATE POST, CORNER, TERMINAL OR PULL POST SHALL BE 3"Ø SCHEDULE 40 FOR X 6'-0" GATE WIDTHS UP THROUGH 7 FEET OR 14 FEET FOR DOUBLE SWING GATE PER X FINISHED GRADE OR ASTM-F1083. X X GROUND PLAN VIEW X 2. LINE POST: 2-3/8"Ø SCHEDULE 40 PIPE PER ASTM-F1083. TENSION X PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF WIRE X R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S 3. GATE FRAME: 1 1/2"Ø SCHEDULE 40 PIPE PER ASTM-F1083. X WOVEN WIRE SWING GATE, DOUBLE SURFACE ANYWHERE IN ANY STATE 4. TOP RAIL & BRACE RAIL: 1 1/4"Ø SCHEDULE 40 PIPE PER ASTM-F1083. below. _____________________________ Know what's NOT TO SCALE Callbefore you dig. 1 1/2" MAX 1" 3'-9" FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: 5. FABRIC: 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392 CLASS 1. CLEARANCE 4'-0" WWW.CALL811.COM FROM GRADE CONCRETE LINE CROWN SCALE : JOB NUMBER : 6. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POST FOOTING AS SHOWN 18960111A POSTS AND RAILS AT MAX. 24" INTERVALS. INSTALL HOG RINGS ON TENSION WIRE AT 24" INTERVALS. . . . . . 7. TENSION WIRE: 7 GA. GALVANIZED STEEL. 12" (MIN.) . . . . . 8. BARBED WIRE: 3 STRANDS OF DOUBLE STRANDED 12-1/2 GAUGE TWISTED WIRE, 4 . . . . . PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. SECTION VIEW . . . . . CONCRETE CAP ISSUED FOR 9. GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK. 2 08/18/20 CONSTRUCTION MEG MPC 10. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. WOVEN WIRE FENCE DETAIL 1 08/07/20 ISSUED FOR CONSTRUCTION ISSUED FOR MEG MPC NOT TO SCALE 0 04/17/20 CONSTRUCTION SLM MEG 11. HEIGHT = 6'-0" VERTICAL DIMENSION . 4"Ø SCHD. 40 CARBON STEEL A 03/19/20 ISSUED FOR REVIEW MSG MEG 12. ALL WORK SHALL CONFORM WITH THE PROJECT SPECIFICATIONS. PIPE FILLED WITH CONCRETE DRAWN CHECKED REV DATE DESCRIPTION AND PAINTED YELLOW BY BY 3'-6" MICHAEL P. CLEARY DELAWARE PROFESSIONAL GRADE, PAVEMENT ENGINEER - LICENSE NUMBER: 19205 OR FINISHED GRADE DATE: . 1" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO ALTER THIS DOCUMENT. SEE PLAN FOR DIMENSION SITE STONE PAVING SITE NAME: (EXTEND TO FENCE LINE) 3'-6" MIN. 3'-0" COARSE AGGREGATE STONE PROPOSED 4,500 PSI CONCRETE FOOTING (TYP.) GEOTEXTILE FABRIC DOV KETTLEBELL By: MGRAUBART 801 OTIS DRIVE 4" DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\A-6 12" MIN. UNDISTURBED EARTH OR COMPACTED GRANULAR FILL BOLLARD DETAIL MT. LAUREL OFFICE 2000 Midlantic Drive NOT TO SCALE Suite 100 Mt. Laurel NJ 08054 GRAVEL SURFACING Phone: .856.797.0412 Fax: .856.722.1120 NOT TO SCALE email: solutions@maserconsulting.com SHEET TITLE : CONSTRUCTION DETAILS SHEET NUMBER : 36 A-6

Item 2. C O N S U L T I N G 11.9" 7.1" Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY PROPOSED ANTENNA n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA MOUNTING BRACKET n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied RRH MANUFACTURER upon for any other purpose without the express written consent of Maser Consulting, P.A. SUPPLIED POLE MOUNTING BRACKET (TYP. OF 2 PLACES) 16.5" MOUNT CLAMP SUPPLIED BY RRH MANUFACTURER (TYP. OF 2) S N E C D L OY I N L E X A 72.0" JUMPER CABLES (TYP.) 16.5" DC SURGE PROTECTION BOX (RAYCAP RVZDC-6627-PF-48) 12.6" ANTENNA 11.9" 29.5" RRH 7.1" CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS BOTTOM VIEW 512 TOWNSHIP LINE ROAD BUILDING 2, FLOOR 3 WEIGHT = 32.0 LBS BLUE BELL, PA 19422 PLAN VIEW FRONT VIEW SIDE VIEW PROTECT YOURSELF WEIGHT WITHOUT MOUNTING HARDWARE = 43.7 LBS FRONT VIEW ALL STATES REQUIRE NOTIFICATION OF WEIGHT WITH MOUNTING HARDWARE = 57.0 LBS R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE ANTENNA MODEL: below. _____________________________ Know what's Callbefore you dig. 6" COMMSCOPE NHH-65B-R2B RAYCAP RVZDC-6627-PF-48 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: (MIN.) SURGE PROTECTION WWW.CALL811.COM ANTENNA DETAIL 1'-4" SCALE : JOB NUMBER : NOT TO SCALE NOT TO SCALE AS SHOWN 18960111A PIPE HEIGHT 8'-0" . . . . . . . . . . THIS WILL ALLOW FOR . . . . . SUPPORTING OF RF JUMPERS . . . . . ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION ISSUED FOR 1 08/07/20 MEG MPC ELEVATION VIEW CONSTRUCTION ISSUED FOR 0 04/17/20 SLM MEG CONSTRUCTION A 03/19/20 ISSUED FOR REVIEW MSG MEG DRAWN CHECKED REV DATE DESCRIPTION BY BY RRH MANUFACTURER SUPPLIED POLE MOUNTING PLAN VIEW PLAN VIEW BRACKET (TYP. OF 2 PLACES) 12.1" 7.4" 12.1" 7.0" MICHAEL P. CLEARY DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 DATE: . ANTENNA IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NAME: RRH 2 3/8"Ø GALVANIZED 22.0" 22.0" ANTENNA MOUNTING PIPE DOV KETTLEBELL By: MGRAUBART PLAN VIEW 801 OTIS DRIVE DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\A-7 ANTENNA MOUNTING DETAIL NOT TO SCALE FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW MT. LAUREL OFFICE WEIGHT = 83.8 LB WEIGHT = 79.4 LB 2000 Midlantic Drive Suite 100 4T4R B5/13 320W 4T4R B2/66A 320W Mt. Laurel NJ 08054 Phone: .856.797.0412 AIRSCALE DUAL RRH AIRSCALE DUAL RRH Fax: .856.722.1120 email: solutions@maserconsulting.com NOT TO SCALE NOT TO SCALE SHEET TITLE : CONSTRUCTION DETAILS SHEET NUMBER : 37 A-7

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS 512 TOWNSHIP LINE ROAD BUILDING 2, FLOOR 3 BLUE BELL, PA 19422 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE below. _____________________________ Know what's Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM SCALE : JOB NUMBER : AS SHOWN 18960111A . . . . . . . . . . . . . . . . . . . . ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION ISSUED FOR 1 08/07/20 MEG MPC CONSTRUCTION ISSUED FOR 0 04/17/20 SLM MEG CONSTRUCTION A 03/19/20 ISSUED FOR REVIEW MSG MEG DRAWN CHECKED REV DATE DESCRIPTION BY BY MICHAEL P. CLEARY DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 ANTENNA SCHEDULE DATE: . IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RF PLUMBING DIAGRAM RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NAME: DOV KETTLEBELL By: MGRAUBART 801 OTIS DRIVE DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\A-8 MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : CONSTRUCTION DETAILS SHEET NUMBER : 38 A-8

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS 512 TOWNSHIP LINE ROAD BUILDING 2, FLOOR 3 BLUE BELL, PA 19422 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE below. _____________________________ Know what's Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM SCALE : JOB NUMBER : AS SHOWN 18960111A . . . . . . . . . . . . . . . . . . . . ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION ISSUED FOR 1 08/07/20 MEG MPC CONSTRUCTION ISSUED FOR 0 04/17/20 SLM MEG CONSTRUCTION A 03/19/20 ISSUED FOR REVIEW MSG MEG DRAWN CHECKED REV DATE DESCRIPTION BY BY MICHAEL P. CLEARY DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 DATE: . IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NAME: DOV KETTLEBELL By: MGRAUBART 801 OTIS DRIVE DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\A-9 MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : CONSTRUCTION DETAILS SHEET NUMBER : 39 A-9

N Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: W n Red Bank, NJ n Clinton, NJ n Sterling, VA n Norfolk, VA n Hawthorne, NY n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information E contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. S POWER COMPANY METER W/ DISCONNECT FOR CELLCO PARTNERSHIP SERVICE - CONTRACTOR TO PROVIDE AND INSTALL UTILITY COMPANY APPROVED PROPOSED 2"Ø UNDERGROUND SCH. 40 PVC METER (CONTRACTOR TO INSTALL 200A 120/240V, 1Ø, CONDUIT FOR TELCO SERVICE FROM PROPOSED 3W UTILITY COMPANY APPROVED METER) TELCO PULL BOX TO PROPOSED TELCO BOX PROPOSED METER BANK PROPOSED 2"Ø UNDERGROUND SCH. 40 PVC MOUNTED TO PROPOSED CONDUIT FOR ELECTRIC SERVICE FROM PROPOSED UTILITY BACKBOARD METER TO PROPOSED ASCO LOAD CENTER PROPOSED LOW VOLTAGE FEED ((6) 350KMCIL IN (2) 4"Ø SCH 40 PVC CONDUITS - 3 PER CONDUIT (BY GC) CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS PROPOSED BOLLARD (TYP.) X X 512 TOWNSHIP LINE ROAD X X BUILDING 2, FLOOR 3 PROPOSED 2"Ø UNDERGROUND SCH.40 PVC X X X X X X X X X X X X BLUE BELL, PA 19422 CONDUIT @48" DEPTH (BY GC) FOR(1) 1/0 PRIMARY CABLE (BY UTILITY COMPANY) X X ET ET ET E E E PROPOSED CONDUITS FOR GENERATOR T X E SERVICE TO EQUIPMENT (W/ PULL STRING) X PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF T T T T R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S PROPOSED 2"Ø RGS CONDUIT FOR TELCO SURFACE ANYWHERE IN ANY STATE PROPOSED TRANSFORMER X E AND ALARMS FROM PROPOSED TELCO X below. _____________________________ Know what's (BY UTILITY COMPANY) BOX TO PROPOSED POWER CABINET Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: X (W/ PULL STRING) WWW.CALL811.COM PROPOSED TRANSFORMER PAD X (#27-5-005-09000) WITH SCALE : JOB NUMBER : GROUND RODS AS SHOWN 18960111A X X PROPOSED (2) 4"Ø UNDERGROUND . . . . . SCH.40 PVC CONDUIT FOR TELCO X . . . . . X SERVICE FROM EXISTING UTILITY POLE . . . . . TO PROPOSED TELCO PULL BOX . . . . . PROPOSED CHARLES CUBE X X ISSUED FOR 2 08/18/20 MEG MPC CABINET MOUNTED TO CONSTRUCTION ISSUED FOR 1 08/07/20 MEG MPC PROPOSED UTILITY BACKBOARD CONSTRUCTION X X ISSUED FOR 0 04/17/20 SLM MEG PROPOSED TELCO CONSTRUCTION PULL BOX (3) PROPOSED 1"Ø RGS CONDUIT FOR AC A 03/19/20 ISSUED FOR REVIEW MSG MEG X X DRAWN CHECKED ELECTRIC FROM PROPOSED ASCO LOAD REV DATE DESCRIPTION BY BY CENTER TO PROPOSED POWER CABINET X (W/ PULL STRING) (SEE SHEET E-3) X PROPOSED 1"Ø UNDERGROUND SCH.40 PVC CONDUIT WITH 18 AWG TWISTED PAIR CABLE (W/ PULL STRING) X X MICHAEL P. CLEARY DELAWARE PROFESSIONAL X X ENGINEER - LICENSE NUMBER: 19205 PROPOSED PROPANE GAS PIPE TO DATE: . PROPOSED GENERATOR X X X X X X X X X X X X X X X X X X IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NAME: DOV KETTLEBELL By: MGRAUBART 801 OTIS DRIVE UTILITY PLAN DOVER, DE 19901 6 4.8 3.6 2.4 1.2 0 3 6 12 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\E-1 SCALE : 1" = 6' FOR 22"X34" (SCALE : 1" = 12' FOR 11"X17") MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 LEGEND Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : PROPOSED FEATURES T PROPOSED UNDERGROUND TELEPHONE/TELCO UTILITY LINE UTILITY PLAN E PROPOSED UNDERGROUND ELECTRIC UTILITY LINE PROPOSED ABOVE GROUND UTILITIES SHEET NUMBER : 40 PROPOSED UNDERGROUND UTILITIES E-1

ELECTRICAL GENERAL NOTES: ELECTRICAL ABBREVIATIONS: Item 2. D. RACEWAYS AND BOXES C O N S U L T I N G A. GENERAL A AMPERE LFMC LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT Customer Loyalty through Client Satisfaction D.1. ALL CONDUIT SHALL BE UL LABELED. www.maserconsulting.com AFG ABOVE FINISHED GRADE MTS MANUAL TRANSFER SWITCH A.1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE Engineers Planners Surveyors WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID ALL COSTS FOR WORK SUCH AS EQUIPMENT AND D.2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. AIC AMPERE INTERRUPTING CAPACITY MCB MAIN CIRCUIT BREAKER Landscape Architects Environmental Scientists WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER AWG AMERICAN WIRE GAUGE MGB MAIN GROUND BAR Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY TRADES. D.3. SHEET METAL BOXES SHALL BE NEMA 3R AND CONFORM TO NEMA OSI. CAST-METAL BOXES SHALL BE NEMA 3R A/C AIR CONDITIONING MIGB MAIN INSULATED GROUND BAR n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA AND CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS OTHERWISE NOTED. n Hamilton, NJ n Albuquerque, NM n Exton, PA A.2. SUBMITTAL OF BID INDICATES CONTRACTOR IS AWARE OF ALL JOB SITE CONDITIONS AND WORK TO BE BFG BELOW FINISHED GRADE N NEUTRAL n Marmora, NJ n Albany, NY n Philadelphia, PA PREPARED UNDER THIS CONTRACT. E. GROUNDING BCW BARE COPPER WIRE NEC NATIONAL ELECTRICAL CODE n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL BKR BREAKER NTS NOT TO SCALE State of D.E. Certificate of Authorization: 2840 A.3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND E.1. ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE C CONDUIT P POLE Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSTRUCTION MANAGER OF ANY CURRENT EDITION OF THE NEC. contained herein is authorized for use only by the party for whom the services were contracted or DISCREPANCIES. CKT CIRCUIT PPC POWER PROTECTION CENTER to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. E.2. ALL CELLULAR SITE GROUNDING SHALL BE CARRIED OUT IN ACCORDANCE WITH VERIZON WIRELESS CT CURRENT TRANSFORMER PVC POLYVINYL CHLORIDE CONDUIT A.4. THE CONTRACTOR IS TO SCHEDULE ALL INSPECTIONS AND OBTAIN ALL NECESSARY PERMITS TO PERFORM THE GROUNDING STANDARD DATED OCTOBER 2001. CRGB CELL REFERENCE GROUND BAR RNC RIGID NON METALLIC CONDUIT WORK. E.3. GROUND LUGS ARE SPECIFIED UNDER SECTION "C. CONDUCTORS AND CONNECTORS" CU COPPER (SCHEDULE 80 PVC) A.5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE AND SERVICES TO COMPLETE THIS PROJECT IN CW COMPLETE WITH SD SERVICE DISCONNECT ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE E.4. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH AN ANTI-OXIDENT AGENT SUCH D.T.T. DRY TYPE TRANSFORMER SE SERVICE ENTRANCE SATISFACTION OF THE OWNER. AS NO-OX, NOALOZ, PENETROZ, OR KOPRSHIELD. (E) INDICATES EXISTING EQUIPMENT SN SOLID NEUTRAL A.6. CARRY OUT ALL WORK IN ACCORDANCE WITH ALL GOVERNING LOCAL, COUNTY, STATE, AND NATIONAL E.5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS EC EMPTY CONDUIT TGB TELCO GROUND BAR CODES AND O.S.H.A. STEEL HARDWARE THROUGHOUT. EGB EQUIPMENT GROUND BAR TEGB TOWER EXISTING GROUND BAR A.7. THE CONSTRUCTION MANAGER WILL COORDINATE POWER AND TELCO WORK WITH THE LOCAL UTILITY E.6. DO NOT INSTALL GROUND RING (IF REQUIRED) OUTSIDE OF PROPERTY LINE. EMT ELECTRICAL METALLIC TUBING TR TRANSFORMER COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK IS TO COMPLY WITH THE RULES AND REGULATIONS OF THE F FUSED TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER UTILITIES INVOLVED. E.7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. REPAINT TO G GROUND TYP TYPICAL MATCH AFTER CONNECTIONS ARE MADE TO MAINTAIN CORROSION RESISTANCE. GE GROUNDING ELECTRODE WP WEATHERPROOF - NEMA 3R A.8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE WITH FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL, LICENSED AND EXPERIENCED IN SUCH E.8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING (IF REQUIRED) SHALL BE #2 GEC GROUNDING ELECTRODE CONDUCTOR U/G UNDERGROUND WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS TO NOT IMPEDE THE PROGRESS OF THE AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. GND GROUND V VOLT PROJECT. AVOID ANY SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY GRC GALVANIZED RIGID CONDUIT W WIRE BEND SHALL BE EXCEED 90°. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED A.9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRIC GROUND RING. Ø PHASE SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO RED LINE PRINTS OF E.9. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. CELLCO PARTNERSHIP d/b/a THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSTRUCTION ELECTRICAL LEGEND: VERIZON WIRELESS MANAGER. E.10. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO THE EXTERIOR GROUND RING SHALL BE TEE TYPE LOCATED ON TOP OF GROUND RODS. REPAIR ALL GALVANIZED 512 TOWNSHIP LINE ROAD A.10. THE COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING USING SPRAY CONTAINING 95% ZINC (Z.R.C. BUILDING 2, FLOOR 3 SAFETY DISCONNECT SWITCH AC GENERATOR CONNECTOR ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD "GALVANITE OR EQUIVALENT). BLUE BELL, PA 19422 SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. E.11. IF A NEW GROUND RING IS REQUIRED, CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE PANELBOARD GFI DUPLEX RECEPTACLE A.11. THE CONSTRUCTION MANAGER IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM BURIED RING IS INSTALLED SO THE MANAGER CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH THE POWER COMPANY. SOIL. M KILOWATT HOUR METER COPPER GROUND BAR A.12. THE CONTRACTOR SHALL NOTIFY THE STATE SPECIFIC ONE CALL SYSTEM A MINIMUM OF TWO (2) WORKING E.12. FOR METAL FENCE POST GROUNDING, USE AN EXOTHERMIC WELD CONNECTION TO POST. PROTECT YOURSELF DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY A PRIVATE T TRANSFORMER EXOTHERMIC WELD CONNECTION ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON UTILITY CONTRACTOR FOR ALL ON-SITE UTILITY LOCATIONS. E.13. WHERE MECHANICAL CONNECTORS (TWO-HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE OF AN ANTI-OXIDANT COMPOUND SUCH AS "NO OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL COMPRESSION FITTING GROUND CONNECTION B. BASIC MATERIALS AND METHODS CONNECTORS. CIRCUIT BREAKER below. _____________________________ Know what's Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: B.1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION E.14. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN-UNION GT SERIES MANUAL TRANSFER SWITCH COAXIAL CABLE SHIELD GROUND KIT CONNECTION WWW.CALL811.COM AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. SCALE : JOB NUMBER : LIGHT FIXTURE GROUND ROD AS SHOWN 18960111A B.2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE E.15. PERFORM A GROUND RESISTANCE MEASUREMENT OF THE GROUNDING SYSTEM USING THE "FALL OF POTENTIAL MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEET THE METHOD." THE RESISTANCE BETWEEN ANY POINT ON THE GROUND SYSTEM AND THE REFERENCE GROUND LIGHT SWITCH GROUND ROD WITH TEST WELL . . . . . APPROVAL OF THE CONSULTANT AND OWNER. SHALL BE 5 OHMS OR LESS. ENSURE THAT THE ELECTRIC UTILITY AND TELCO GROUNDS ARE REMOVED FROM THE . . . . . CELLULAR SYSTEM GROUNDING. B.3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING ALL GROUND WIRING . . . . . APPROPRIATE CLEARANCE AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN E.16. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY REPRESENTATIVE AT THE SITE TO DISCONNECT THE . . . . . EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD UTILITY NEUTRAL FROM GROUNDING SYSTEM DURING FINAL INSPECTION SO THE REQUIRED TESTING ON THE CONDITIONS OR OTHER CAUSES PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. GROUND SYSTEM CAN BE PERFORMED. IF THE CONTRACTOR FAILS TO HAVE THE UTILITY REPRESENTATIVE ISSUED FOR 2 08/18/20 MEG MPC CONSTRUCTION PRESENT DURING FINAL RESISTANCE TESTING, THE CONTRACTOR SHALL PAY THE COST FOR AN INDEPENDENT ISSUED FOR 1 08/07/20 MEG MPC B.4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS, AND GROUNDING CONSULTANT TO PERFORM THE GROUND RESISTANCE TEST. GROUNDING CONSULTANT TO BE CONSTRUCTION ACCESSORIES ARE NOT SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE SELECTED BY THE CONSTRUCTION MANAGER. IF THE UTILITY REPRESENTATIVE FAILS TO APPEAR AT NO FAULT OF ISSUED FOR 0 04/17/20 SLM MEG CONSTRUCTION CONDITIONS. THE CONTRACTOR, NO PENALTY SHALL APPLY. A 03/19/20 ISSUED FOR REVIEW MSG MEG B.5. MAINTAIN ALL CLEARANCES AS REQUIRED BY THE NATIONAL ELECTRICAL CODE (NEC). E.17. A THIRD PARTY SHOULD BE HIRED TO OBTAIN MEGGER AND SWEEP TEST RESULTS INCLUSIVE OF WHAT RESULTS REV DATE DESCRIPTION DRAWN CHECKED BY BY THE CONTRACTOR SUBMITS TO INSURE PROPER QUALITY CONTROL ON ALL SITES. SCHEDULE FINAL MEGGER C. CONDUCTORS AND CONNECTORS TEST SUCH THAT THE CONSTRUCTION MANAGER CAN BE PRESENT FOR FIELD VERIFICATION. REFER TO THE VERIZON MASTER SPECIFICATION FOR MEGGER TESTING PROCEDURES. C.1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION E.18. ALL METAL WORK WITHIN 10 FEET OF GROUND RING SHALL BE BONDED DIRECTLY TO THE GROUND SYSTEM, CONFORMING TO NEMA WC7 (TYPES THHN OR THWN). INSULATION SHALL BE RATED FOR 90°C. CONDUCTORS WITHOUT USING SERIES OR DAISY CHAIN CONNECTION ARRANGEMENTS. SHALL BE COLOR CODED IN ACCORDANCE WITH THE NEC. E.19. PAINT, ENAMEL, LACQUER AND OTHER ELECTRICALLY NON-CONDUCTIVE COATINGS SHALL BE REMOVED FROM MICHAEL P. CLEARY C.2. ALL CONDUCTORS USED FOR CIRCUIT GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION. THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO ENSURE GOOD ELECTRICAL CONTINUITY. DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 C.3. FOR COPPER CONDUCTORS #6 AWG AND SMALLER, USE 3M SCOTCH LOK OR T&B STA-KON COMPRESSION TYPE E.20. CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS ARE SEPARATED BY DATE: . CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN #6 A SUITABLE MATERIAL THAT IS PART OF THE ATTACHMENT DEVICE. ONLY ATTACHMENT DEVICES LISTED AND AWG, USE SOLDERLESS IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION APPROVED FOR DISSIMILAR METALS MAY BE USED. C-CLAMP CONNECTORS, UNLESS NOTED OTHERWISE ON DRAWINGS. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO C.4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO-HOLE LONG BARREL COMPRESSION ALTER THIS DOCUMENT. TYPE. C.5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SITE NAME: SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE, PRIOR APPROVAL FROM VERIZONS REPRESENTATIVE MUST BE OBTAINED. DOV KETTLEBELL By: MGRAUBART 801 OTIS DRIVE DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\E-2 MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : ELECTRICAL NOTES AND PANEL SCHEDULE PANEL SCHEDULE SHEET NUMBER : 41 E-2

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. NOTE: ALL ABOVE GROUND CONDUITS TO BE RGS. ALL BELOW GROUND CONDUITS TO BE SCH. 40 PVC. CONTRACTOR TO DETERMINE PROPER TRANSITION BETWEEN SCH. 40 PVC AND RGS CONDUIT. CELLCO PARTNERSHIP d/b/a (TO BE UTILIZED BY CELLCO VERIZON WIRELESS PARTNERSHIP FOR TELCO SERVICE) 512 TOWNSHIP LINE ROAD BUILDING 2, FLOOR 3 BLUE BELL, PA 19422 PROPOSED TRANSFORMER (BY UTILITY COMPANY) PROTECT YOURSELF PROPOSED TRANSFORMER PAD PROPOSED POWER CABINET ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON (#27-5-005-09000) WITH GROUND RODS (INSTALL (8) 240V/30 AMP BREAKERS PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR PROPOSED RECTIFIER CIRCUITS) 2"Ø NIPPLE FOR ALARMS below. _____________________________ Know what's AND START CIRCUIT Callbefore you dig. PROPOSED CHARLES CUBE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: PROPOSED METER WWW.CALL811.COM BANK (BY GC) CABINET MOUNTED TO FUEL INLET PROPOSED UTILITY BACKBOARD LOCATION SCALE : JOB NUMBER : (BEYOND) AS SHOWN 18960111A PROPOSED METER PROPOSED PROPOSED (BY UTILITY COMPANY) GENERATOR PROPANE TANK . . . . . PROPOSED PROPOSED . . . . . ASCO LOAD TELCO CENTER BOX . . . . . . . . . . PROPOSED PEDESTAL PROPOSED ISSUED FOR 2 08/18/20 MEG MPC (BY UTILITY COMPANY) BATTERY CONSTRUCTION ISSUED FOR CABINET 1 08/07/20 CONSTRUCTION MEG MPC ISSUED FOR 0 04/17/20 SLM MEG PROPOSED CONSTRUCTION NEMA A 03/19/20 ISSUED FOR REVIEW MSG MEG ENCLOSURE DRAWN CHECKED REV DATE DESCRIPTION BY BY T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E PROPOSED 2"Ø RGS CONDUIT FOR MICHAEL P. CLEARY E E E E E E TELCO SERVICE FROM PROPOSED DELAWARE PROFESSIONAL (2) 120V CIRCUITS FOR BATTERY CHARGER AND ENGINEER - LICENSE NUMBER: 19205 TELCO PULL BOX TO PROPOSED BLOCK HEATER IN 1"Ø PVC SCH. 40 CONDUIT DATE: . PROPOSED CONNECTION TO CHARLES CABINET ((2)-20AMP CIRCUITS - (4) #12 & (1) #12G) EXISTING SERVICE (BY UTILITY COMPANY) (3)-#1/0 AWG & (1)-#6G IN 2"Ø PVC SCH. 40 PROPOSED PROPANE GAS PIPE PROPOSED TELCO 1"Ø RGS CONDUIT WITH CONDUIT TO EQUIPMENT FROM GENERATOR TO PROPOSED GENERATOR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS PULL BOX THEY ARE ACTING UNDER THE DIRECTION OF THE (8) #10 AND (2) #10 GND (SEE SHEET P-1) PROPOSED HIGH VOLTAGE FEED PROPOSED "MODBUS" SHIELDED 2 RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO 1"Ø RGS CONDUIT WITH PAIR 18-22 AWG CABLE, ALARM, ALTER THIS DOCUMENT. (BY UTILITY COMPANY) (8) #10 AND (2) #10 GND AND TRANSFER SWITCH/STARTER PROPOSED 18 AWG TWISTED PROPOSED 2"Ø UNDERGROUND SCH.40 PVC WIRE IN 1"Ø PVC SCH. 40 CONDUIT PAIR CABLE IN 1"Ø SCHD. 40 PVC CONDUIT SITE NAME: CONDUIT AT 48" DEPTH (BY GC) FOR (1) #1/0 (3)-#3/0 & (1)-#4G IN (2) 2"Ø 1"Ø RGS CONDUIT WITH PRIMARY CABLE (BY UTILITY COMPANY) PVC SCH. 40 CONDUITS (4) #12 AND (2) #12 GND 2"Ø RGS CONDUIT FOR TELCO, ALARMS, AND PROPOSED LOW VOLTAGE FEED ((6) 350KMCIL IN (2) DC POWER TO NID FROM PROPOSED TELCO 4"Ø SCH 40 PVC CONDUITS - 3 PER CONDUIT (BY GC) PROPOSED 2"Ø SCH. 40 PVC CONDUITS FOR TELCO SERVICE FROM PROPOSED TELCO BOX TO PROPOSED POWER CABINET DOV KETTLEBELL By: MGRAUBART PULL BOX TO PROPOSED TELCO BOX (12 STRAND FIBER, -48V CIRCUIT, SITE ALARMS) (W/ PULL STRING) 801 OTIS DRIVE PROPOSED (2) 4"Ø UNDERGROUND SCH.40 PVC DOVER, DE 19901 CONDUIT FOR TELCO SERVICE FROM EXISTING KENT COUNTY UTILITY RISER DIAGRAM \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\E-3 UTILITY POLE TO PROPOSED TELCO PULL BOX NOT TO SCALE MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 LEGEND email: solutions@maserconsulting.com SHEET TITLE : PROPOSED FEATURES T PROPOSED TELEPHONE/TELCO UTILITY LINE UTILITY RISER DIAGRAM E PROPOSED ELECTRIC UTILITY LINE PROPOSED UNDERGROUND UTILITIES SHEET NUMBER : 42 PROPOSED ABOVE GROUND UTILITIES E-3

GROUNDING NOTES: Item 2. 1. ALL DOWN CONDUCTORS AND GROUND RING C O N S U L T I N G CONDUCTOR SHALL BE #2 AWG,SOLID, BARE, TINNED COPPER,UNLESS OTHERWISE NOTED. ALL N Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors CONNECTIONS TO GROUND RING SHALL BE Landscape Architects Environmental Scientists EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE AT Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY A MINIMUM DEPTH BELOW GRADE OF 36 INCHES OR TO n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA LEDGE. MINIMUM BEND RADIUS SHALL BE 8 INCHES. n Hamilton, NJ n Albuquerque, NM n Exton, PA CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY W n Marmora, NJ n Mt. Arlington, NJ n Albany, NY n Philadelphia, PA n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL FOUNDATION, UNLESS OTHERWISE NOTED. State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information 2. GROUND RODS SHALL BE 5/8" DIAMETER GALVANIZED contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied STEEL, HARGER, T&B, ERICO, OR EQUIVALENT. TOP OF upon for any other purpose without the express written consent of Maser Consulting, P.A. ROD SHALL BE A MINIMUM OF 36" BELOW GRADE. E 3. WHERE MECHANICAL CONNECTIONS ARE SPECIFIED, BOLTED, COMPRESSION-TYPE, CLAMPS OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED. 4. INSTALL GROUNDING KITS AT ANTENNA CENTERLINE. S GROUND GPS UNIT GROUND COAX LINES. EXOTHERMICALLY WELD #2 DOWN CONDUCTOR TO PLATES, RUN DOWN MOUNT TO PROPOSED BUILDING AND TIE INTO GROUNDING SYSTEM. GROUND BAR PROPOSED 5. ALL GROUNDING WORK SHALL COMPLY WITH GROUND BAR VERIZON WIRELESS SPECIFICATIONS AND STANDARDS. FOLLOWING COMPLETION OF WORK, GROUND SYSTEM MUST BE TESTED AND SHALL HAVE A GROUND NEMA ENCLOSURE/TELCO BOX TO GROUND ACCESS GATE (TYP.) RESISTANCE OF 5 OHMS OR LESS (SUBMIT AN INDEPENDENT "FALL POTENTIAL" TESTING REPORT). PROPOSED GROUND BAR GROUND UTILITY BACKBOARD NEW SERVICE 6. CONTRACTOR SHALL HAND-DIG IN AREAS AROUND (TYP. OF 2 PLACES) GROUND X X CELLCO PARTNERSHIP d/b/a EXISTING UTILITIES. X X VERIZON WIRELESS X X X X X X X X X X X X 512 TOWNSHIP LINE ROAD 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY BUILDING 2, FLOOR 3 CONNECT PROPOSED GROUND DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO X X BLUE BELL, PA 19422 BAR TO PROPOSED EQUIPMENT SITE SOIL CONDITIONS. GROUND RING (TYP. OF 2 PLACES) 8. GROUNDING RING IS SHOWN AS SCHEMATIC ONLY. IT X GROUND UTILITY BACKBOARD X IS DESIGNED WITHOUT BENEFIT OF RESISTIVITY TESTING GROUND CHARLES POSTS TO PROPOSED GROUND BAR (TYP. EACH POST) CONNECT PROPOSED EQUIPMENT AND DOES NOT NECESSARILY REPRESENT A CUBE CABINET PROTECT YOURSELF X X GROUND RING TO PROPOSED COMPOUND ALL STATES REQUIRE NOTIFICATION OF GROUNDING SYSTEM TO MEET ANY SPECIFIC GROUND PROPOSED TOWER GROUND R EXCAVATORS, DESIGNERS, OR ANY PERSON GROUND BOLLARD GROUND RING (TYP. OF 2 PLACES) PREPARING TO DISTURB THE EARTH'S RESISTANCE. RING (#2 AWG TINNED SOLID SURFACE ANYWHERE IN ANY STATE (TYP. EACH BOLLARD) COPPER - 36" MIN. BELOW GRADE) below. _____________________________ Know what's X X Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: CONNECT MONOPOLE TO WWW.CALL811.COM GROUND TEST PIT X PROPOSED TOWER GROUND X SCALE : JOB NUMBER : RING (TYP. OF 3 PLACES) AS SHOWN 18960111A X X GROUND GENERATOR PER . . . . . MANUFACTURER'S SPECIFICATIONS . . . . . X X . . . . . GROUND LOAD CENTER TO . . . . . PROPOSED GROUND BAR X X 2 08/18/20 ISSUED FOR MEG MPC CONSTRUCTION TOWER GROUND BAR 1 08/07/20 ISSUED FOR MEG MPC CONSTRUCTION ISSUED FOR 0 04/17/20 SLM MEG X CONSTRUCTION CONNECT PROPOSED TOWER GROUND X A 03/19/20 ISSUED FOR REVIEW MSG MEG MASTER GROUND BAR RING TO PROPOSED TOWER GROUND BAR (TYP. OF 2 PLACES) REV DATE DESCRIPTION DRAWN CHECKED BY BY X X CONNECT PROPOSED TOWER GROUND RING TO PROPOSED EQUIPMENT CONNECT MASTER GROUND BAR TO CONNECT PROPOSED EQUIPMENT GROUND RING (TYP. OF 3 PLACES) PROPOSED EQUIPMENT GROUND X GROUND RING TO PROPOSED TOWER X RING (TYP. OF 2 PLACES) GROUND RING (TYP. OF 2 PLACES) X X GROUND CABLE BRIDGE POST (TYP. EACH POST) MICHAEL P. CLEARY GROUND PROPANE TANK PER DELAWARE PROFESSIONAL X X X X X X X X X X X X X X X X X X ENGINEER - LICENSE NUMBER: 19205 MANUFACTURER'S SPECIFICATIONS DATE: . GROUND FENCE POST IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS (TYP. EACH POST) THEY ARE ACTING UNDER THE DIRECTION OF THE PROPOSED COMPOUND GROUND RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO RING (#2 AWG TINNED SOLID ALTER THIS DOCUMENT. GROUND EQUIPMENT CABINETS COPPER - 36" MIN. BELOW GRADE) (TYP. OF 1 PLACE PER CABINET) SITE NAME: PROPOSED GALVANIZED STEEL 5/8"Øx10' LONG GROUND ROD, SPACED NO GREATER THAN 20' PROPOSED EQUIPMENT GROUND AND NO LESS THAN 6' APART (CADWELD RING (#2 AWG TINNED SOLID CONNECTION TO GROUND ROD WITH GTC-182Q COPPER - 36" MIN. BELOW GRADE) #115 CADWELD SHOT - TYP. EACH ROD) DOV KETTLEBELL By: MGRAUBART LEGEND 801 OTIS DRIVE DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\G-1 PROPOSED FEATURES GROUNDING PLAN 6 4.8 3.6 2.4 1.2 0 3 6 12 GROUNDING LEGEND MT. LAUREL OFFICE 2000 Midlantic Drive SCALE : 1" = 6' FOR 22"X34" Suite 100 Mt. Laurel NJ 08054 (SCALE : 1" = 12' FOR 11"X17") Phone: .856.797.0412 Fax: .856.722.1120 COPPER GROUND BAR email: solutions@maserconsulting.com EXOTHERMIC WELD CONNECTION SHEET TITLE : COMPRESSION FITTING GROUND CONNECTION GROUNDING PLAN GROUND ROD GROUND TEST PIT SHEET NUMBER : 43 PROPOSED GROUNDING G-1

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors A Landscape Architects Environmental Scientists Office Locations: STAINLESS STEEL HARDWARE n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA (5) TWO HOLE COPPER n Hamilton, NJ n Albuquerque, NM n Exton, PA COMPRESSION TERMINAL n Marmora, NJ n Albany, NY n Philadelphia, PA (2) n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information (4) GROUNDING CABLE contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied 24" GRADE upon for any other purpose without the express written consent of Maser Consulting, P.A. GROUND BAR A 3'-0" MIN. 4" (1) GROUND WIRE (3) NOTE: THE GROUND BAR IS 1/4" THICK, 4" WIDE, 24" LONG. ALL HOLES ARE 7/16" UNLESS SPECIFIED DIFFERENTLY. ELEVATION VIEW EXOTHERMIC WELD LEGEND: STAR WASHER (TYP.) FLAT WASHER 1. GALVANIZED STEEL GROUND BAR, 1/4"x4"x24", TESSCO P/N GSLBC-0424-NH. HOLE 5/8"Ø x 10' LONG CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. GALVANIZED STEEL 1/2" x 1 1/2" HEX BOLT GROUND ROD 2. STANDOFF INSULATORS, HARGER LIGHTNING PROTECTION, INC. CAT. NO. 5263-A8 NUT (TYP.) 3. 1/2" LOCKWASHERS, HARGO CO. CAT. NO. LWBS. CELLCO PARTNERSHIP d/b/a 4. WALL MOUNTING STAINLESS STEEL, MOUNTING BRACKT, HARGER CAT. NO. WBKT-1. GROUND ROD DETAIL VERIZON WIRELESS GROUND BAR 512 TOWNSHIP LINE ROAD 5. 1/2-13 x 1" HEX HEAD CAP SCREW, HARGER, CAT. NO. CS88S. EXPOSED BARE COPPER TO BE KEPT TO NOT TO SCALE BUILDING 2, FLOOR 3 ABSOLUTE MINIMUM, NO INSULATION ALLOWED GROUNDING CABLE WITHIN THE COMPRESSION TERMINAL (TYP.) BLUE BELL, PA 19422 GROUND BAR DETAIL SECTION "A-A" NOT TO SCALE PROTECT YOURSELF TYPICAL GROUND BAR R ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S MECHANICAL CONNECTION DETAIL SURFACE ANYWHERE IN ANY STATE below. _____________________________ Know what's NOT TO SCALE Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM SCALE : JOB NUMBER : AS SHOWN 18960111A . . . . . . . . . . . . . . . . . . . . 3" MIN. CADWELD (TYP.) ISSUED FOR 10" DIAMETER SCHEDULE 40 PVC 2 08/18/20 CONSTRUCTION MEG MPC WITH 10" CLEANOUT PLUG AND CADWELD ISSUED FOR 1 08/07/20 MEG MPC CAST IRON GRATED COVER CONSTRUCTION ABOVE GRADE ISSUED FOR 10" DIAMETER 0 04/17/20 CONSTRUCTION SLM MEG #2 AWG SOLID A 03/19/20 ISSUED FOR REVIEW MSG MEG GROUND TEST PIT OR STRANDED 48" #2 AWG, BARE, TINNED, BCW (TYP.) REV DATE DESCRIPTION DRAWN CHECKED PROVIDE HARGER #360P42 SOLID COPPER TEST LEAD CADWELD CADWELD BY BY (TYP.) CADWELD #2 AWG GROUND GROUND RING SEE NOTES #2 AWG SOLID BCW BCW (TYP.) 4 AND 5 #2 AWG SOLID BCW GROUND RING MICHAEL P. CLEARY 36" MINIMUM CABLE TO CABLE DELAWARE PROFESSIONAL CABLE TO CABLE #2 AWG SOLID BCW ENGINEER - LICENSE NUMBER: 19205 #2 AWG GROUND BCW CADWELD (TYP.) CADWELD DATE: . 42" ERICO CADWELD #2 AWG BCW TINNED COPPER 'ONE SHOT' IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS CONDUCTOR GROUND RING CONNECTION VERTICAL POST VERTICAL POST NOT THEY ARE ACTING UNDER THE DIRECTION OF THE FENCE GATE GROUND RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO CONNECTED TO RING CONNECTED TO RING ALTER THIS DOCUMENT. SITE NAME: 6" NOTES: 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM EQUIPMENT PAD ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. GROUND RING DOV KETTLEBELL By: MGRAUBART 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 801 OTIS DRIVE 5/8"Ø x 10'-0" 3. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL POST THAT IS BONDED TO GROUND ROD THE EXTERIOR GROUND RING. DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\G-2 4. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. 5. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. MT. LAUREL OFFICE 2000 Midlantic Drive GROUND TEST PIT DETAIL FENCE GROUNDING DETAIL Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 NOT TO SCALE NOT TO SCALE Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : GROUNDING DETAILS SHEET NUMBER : 44 G-2

DC SURGE #2 AWG BARE TINNED COPPER PROTECTION BOX CADWELD TO ANTENNA MAST (TYP.) Item 2. (TYP.) C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists ANTENNA A-2 ANTENNA A-3 ANTENNA B-2 ANTENNA B-3 ANTENNA C-2 ANTENNA C-3 Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY RRH RRH RRH RRH RRH RRH n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. AGB AGB AGB GROUND CABLES USING MANUFACTURER'S GROUNDING KITS (TYP.) #2 STRANDED GREEN-INSULATED COPPER WIRE GROUND KITS LOCATED AT POINT ABOVE CABLES TRANSITION TO HORIZONTAL CELLCO PARTNERSHIP d/b/a GROUND CABLES USING MANUFACTURER'S VERIZON WIRELESS GROUNDING KITS (TYP.) PROPOSED GPS 512 TOWNSHIP LINE ROAD MASTER GROUND BAR MOUNTED MOUNTED W/ ISOLATORS TO ANTENNA BUILDING 2, FLOOR 3 TRAPEZE ON CABLE BRIDGE BLUE BELL, PA 19422 GROUND CABLES USING MANUFACTURER'S GROUND GPS UNIT TO GROUNDING KITS (TYP.) PROPOSED GROUND BAR PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE PROPOSED below. _____________________________ Know what's POWER CABINET Callbefore you dig. PROPOSED 4-GANG FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: METER BANK WWW.CALL811.COM TOWER GROUND PROPOSED SCALE : JOB NUMBER : BAR MOUNTED ON GROUND BAR PROPOSED CHARLES CUBE CABINET MOUNTED TO AS SHOWN 18960111A CABLE BRIDGE PROPOSED UTILITY BACKBOARD (BEYOND) . . . . . . . . . . PROPOSED PROPOSED . . . . . GENERATOR PROPANE TANK . . . . . PROPOSED PROPOSED NEMA ISSUED FOR 2 08/18/20 MEG MPC ASCO LOAD ENCLOSURE CONSTRUCTION PROPOSED ISSUED FOR CENTER 1 08/07/20 MEG MPC MONOPOLE CONSTRUCTION ISSUED FOR 0 04/17/20 SLM MEG CONSTRUCTION PROPOSED A 03/19/20 ISSUED FOR REVIEW MSG MEG BATTERY CABINET REV DATE DESCRIPTION DRAWN CHECKED BY BY PROPOSED TELCO BOX MICHAEL P. CLEARY DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 GROUND CHARLES DATE: . CUBE CABINET GROUND EQUIPMENT IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS CONNECT MONOPOLE TO GROUND PROPANE TANK THEY ARE ACTING UNDER THE DIRECTION OF THE CABINETS (TYP.) GROUND TEST PIT NEW SERVICE GROUND RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO PROPOSED TOWER GROUND PER MANUFACTURER'S ALTER THIS DOCUMENT. RING (TYP. OF 3 PLACES) SPECIFICATIONS CONNECT PROPOSED SITE NAME: GROUND BACKBOARD GROUND BAR TO PROPOSED #2 SOLID BARE TINNED COPPER WIRE #2 SOLID BARE TINNED COPPER WIRE (TYP. OF 2 PLACES) COMPOUND GROUND RING 36" BELOW GRADE CONNECTED TO 36" BELOW GRADE CONNECTED TO (TYP. OF 2 PLACES) PROPOSED GROUND RODS PROPOSED COMPOUND PROPOSED TOWER GROUND RING GROUND LOAD GROUND RING CENTER TO PROPOSED DOV KETTLEBELL By: MGRAUBART GROUND BAR GROUND GENERATOR PER CONNECT PROPOSED TOWER GROUND MANUFACTURER'S SPECIFICATIONS RING TO PROPOSED EQUIPMENT 801 OTIS DRIVE GROUND NEMA ENCLOSURE/TELCO PROPOSED COMPOUND GROUND RING (TYP. OF 3 PLACES) BOX TO PROPOSED GROUND BAR GROUND RING DOVER, DE 19901 KENT COUNTY LEGEND \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\G-3 GROUND BACKBOARD TO PROPOSED GROUND BAR (TYP.) PROPOSED FEATURES MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 COPPER GROUND BAR GROUNDING RISER DIAGRAM Mt. Laurel NJ 08054 Phone: .856.797.0412 EXOTHERMIC WELD CONNECTION NOT TO SCALE Fax: .856.722.1120 email: solutions@maserconsulting.com COMPRESSION FITTING GROUND CONNECTION SHEET TITLE : GROUND ROD GROUNDING RISER GROUND TEST PIT DIAGRAM PROPOSED UNDERGROUND GROUNDING SHEET NUMBER : 45 PROPOSED ABOVE GROUND GROUNDING G-3

Item 2. C O N S U L T I N G Customer Loyalty through Client Satisfaction www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists Office Locations: n Red Bank, NJ n Sterling, VA n Hawthorne, NY n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA n Marmora, NJ n Albany, NY n Philadelphia, PA n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL State of D.E. Certificate of Authorization: 2840 Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information GENERATOR contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied ENCLOSURE upon for any other purpose without the express written consent of Maser Consulting, P.A. SECONDARY REGULATOR (FACTORY SUPPLIED) INLET PRESSURE 7-11" W.C. OUTLET PRESSURE 5-7" W.C. NOTE: PROPANE TANK TO BE PROVIDED WITH A MANUAL FILLER VALVE WITH MANUAL SHUTOFF FEATURE CARBURETOR (REGO PRODUCTS 7501/7502 OR APPROVED EQUAL) CAPPED TEE FOR MANIFOLD RED REGULATOR PRESSURE GAUGE (WITH VENT LOOKING DOWN) SUPPLIED WITH TANK, INSTALLED BY G.C. TO GENERATOR CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS AGA APPROVED FLEXIBLE 512 TOWNSHIP LINE ROAD CONNECTION SUPPLIED WITH GENERATOR BUILDING 2, FLOOR 3 BLUE BELL, PA 19422 UNION AGA APPROVED FLEXIBLE REDUCER (SIZE TO BE DETERMINED BY CONNECTION GENERATOR SUPPLIER) SUPPLIED BY G.C. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF R EXCAVATORS, DESIGNERS, OR ANY PERSON BROWN REGULATOR SUPPLIED PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE W/LP TANK INSTALLED BY G.C. GAS BALL VALVE (SHUT-OFF) SIZE TO below. _____________________________ Know what's BE DETERMINED BY GENERATOR GENERATOR Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: SUPPLIER SUPPLIED BY G.C. SUPPORT FRAME WWW.CALL811.COM SCALE : JOB NUMBER : GRADE AS SHOWN 18960111A . . . . . . . . . . . . . . . . . . . . ISSUED FOR 36" MIN. OR DEPTH 2 08/18/20 MEG MPC CONSTRUCTION G.C. TO FILL PROPANE TANK UPON EPOXY COATED NOTE ISSUED FOR STEEL RISER 1 08/07/20 MEG MPC COMPLETION OF THE JOB CONSTRUCTION SIZE OF GENERATOR, PROPANE TANK 0 04/17/20 ISSUED FOR SLM MEG CONSTRUCTION AND CONNECTIONS TO BE VERIFIED BY REQUIRED BY AHJ PE TO METAL PIPING CONTRACTOR BEFORE START OF WORK. A 03/19/20 ISSUED FOR REVIEW MSG MEG TRANSITION FITTING DRAWN CHECKED (UNDERGROUND) REV DATE DESCRIPTION BY BY BURIED GAS PIPE TRACING WIRE AND WARNING TAPE CONCRETE ENCASEMENT (AGAINST 3 WALLS) MIN. 1 CU. FT. MICHAEL P. CLEARY DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 DATE: . IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS GAS SUPPLY THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO ALTER THIS DOCUMENT. GAS SUPPLY PIPE. TO BE SIZED AND INSTALLED BY A LICENSED GAS/LP FITTER. SITE NAME: CONDUIT DOV KETTLEBELL By: MGRAUBART GASEUOUS FUEL SYSTEM 801 OTIS DRIVE DOVER, DE 19901 FOR STANDBY GENERATOR KENT COUNTY NOT TO SCALE \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\P-1 MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : GAS PIPE DETAIL SHEET NUMBER : 46 P-1

GENERATOR INSTALLATION RESPONSIBILITIES: GENERAL NOTES: GENERATOR MANUFACTURE/VERIZON WIRELESS START-UP PROCEDURES: Item 2. GENERAL CONTRACTOR: C O N S U L T I N G 1. MAINTAIN MINIMUM 1'-0" VERTICAL AND 1'-0" HORIZONTAL SEPARATION NOTE: BEFORE RUNNING GENERATOR OR INTERRUPTING POWER NOTIFY THE Customer Loyalty through Client Satisfaction 1. INSTALL ATS OF GAS LINE FROM OTHER UTILITIES NETWORK OPERATIONS CENTER (NOC) AND APPROPRIATE CELL TECH. www.maserconsulting.com Engineers Planners Surveyors Landscape Architects Environmental Scientists 2. SECURES (BOLT IN HOLES PROVIDED) GENERATOR USING RUBBER ISOLATORS 2. CONNECTION POINT MAY VARY WITH GENERATOR MANUFACTURER 1. INSPECT ALL CONNECTING CIRCUITS (GROUND LEADS, START LEADS, BLOCK Office Locations: UNDER GENERATOR SUPPORT FRAME AND PROPANE TANK TO THE SLAB HEATER, BATTERY CHARGER, POWER OUTPUT LEADS) AND ANCHORING OF n Red Bank, NJ n Sterling, VA n Hawthorne, NY 3. MAINTAIN 3' SERVICE CLEARANCE ON ALL SIDES OF GENERATOR. THE GENERATOR. n Clinton, NJ n Norfolk, VA n Lehigh Valley, PA n Hamilton, NJ n Albuquerque, NM n Exton, PA 3. INSTALLS "SHIP LOOSE" ITEMS TO PROPANE TANK TO INCLUDE THE COVER n Marmora, NJ n Albany, NY n Philadelphia, PA AND LOW FUEL SWITCH 4. G.C. SHALL ANCHOR GENERATOR BASE TO SLAB OR PLATFORM WITH 2. VERIFY ALL CIRCUITS ARE TERMINATED CORRECTLY AND CORRECT WIRE SIZE n Mt. Arlington, NJ n Chestnut Ridge, NY n Columbia, MD HOLES PROVIDED. USED, THE BATTERY IS CONNECTED. THE CHARGER ACTIVATED AND BATTERY n Mt. Laurel, NJ n Newburgh, NY n Tampa, FL 4. INSURE REGULATOR DRAINS ARE "FACE DOWN" (REGULATORS ARE TO BE IS CHARGING. State of D.E. Certificate of Authorization: 2840 OUTSIDE OF GENERATOR AND PROPANE TANK COVER) 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO Copyright © 2020. Maser Consulting P.A. All Rights Reserved. This drawing and all the information INSTALLATION. 3. CHECK ALL LIQUID LEVELS. contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. 5. RUNS STUB UPS FOR NATURAL GAS AND PROPANE GENERATOR. 6. CONTRACTOR SHALL COORDINATE INSTALLATION WITH GAS 4. PLACE ATS IN THE MANUAL MODE AND PROGRAMMED TO SET THE EXERCISER 6. COORDINATE DELIVERY OF GAS LINE AND GAS METER TO THE SITE. COMPANY & OTHER DISCIPLINES. CLOCK TO OPERATE EVERY TWO WEEKS FOR ONE HOUR UNDER LOAD. 7. PULLS ALARM WIRES, START CIRCUIT WIRES, CONTROL CIRCUIT WIRES, AND 7. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE & LOCAL 5. FUEL SYSTEM IS INSPECTED AND CHECKED FOR LEAKS. VERIFY CORRECT LINE VOLTAGE WIRES FROM THE PPC TO THE ATS AND TO THE GENERATOR CODES. PRESSURE (4 TO 6 OZ.) AND VERIFY PIPE SIZE. AND PROPANE TANK. 8. COORDINATE LOCATION OF GAS PIPE WITH OTHER UTILITIES, 6. DOCUMENT THE MODEL AND SERIAL NUMBER (SEND INFORMATION TO OPS 8. GROUNDS FOR GENERATOR AND PROPANE TANK. AND BTS ENGINEER). 9. FLEXIBLE CONNECTION TO BE SAME SIZE AS PIPING TIE-IN THAT IS GENERATOR MANUFACTURER CERTIFIED ELECTRICIAN: PROVIDED BY THE GENERATOR SUPPLIER. 7. PREPARE FOR A NO LOAD (MANUAL) START-UP. IF REQUIRED. 1. COMPLETES FUEL CONNECTIONS 10. CONTRACTOR TO VERIFY GAS PRESSURE PER NOTE ON "GAS PIPE SIZING 8. VERIFY ATS IS IN MANUAL CONTROL POSITION. SCHEDULE". 2. TERMINATES ALARMS AND CONTROL CIRCUITS TO GENERATOR 9. START UP GENERATOR MANUALLY AND VERIFY VOLTAGE AND FREQUENCY. 11. GENERATOR TO BE LOCATED A SUITABLE DISTANCE FROM ANY ROOF SET VOLTAGE FOR230 VOLTS AND FREQUENCY TO 60 HERTZ. 3. INSTALL FUEL REGULATORS PENETRATIONS IN ACCORDANCE WITH NFPA. 10. VERIFY ENGINE RUN ALARM IS ACTIVATED AND THERE IS CONTINUITY TO 4. FINAL INSPECTION AND START-UP 12. CONTRACTOR TO PROVIDE LOW POINT DRAINS AND HIGH POINT TELCO BOX. VENTS PER NFPA AND AGA CODES. 5. NOTIFY OPERATIONS (CELL TECH) TWO DAYS PRIOR TO START-UP 11. INDUCE LOW OIL PRESSURE, HIGH WATER TEMP, OVER/UNDER SCHEDULE, PLAN ON CELL TECH ARRIVAL EARLY AFTERNOON IF START-UP 13. CONTRACTOR SHALL PROVIDE AND INSTALL A PROPANE TANK AND VOLTAGE/FREQUENCY FAULTS SEPARATELY AND VERIFY THE ALARM IS PROBLEMS INCUR, NOTIFY CELL TECH OF DELAY BEFORE NOON. PIPING TO BE INSTALLED PER GENERATOR MANUFACTURERS REQUIREMENTS. PROPANE TANK TO BE SIZED TO MEET MINIMUM RUN ACTIVATED AND HAS CONTINUITY TO TELCO BOX. CELLCO PARTNERSHIP d/b/a 6. RUN LOAD TEST (ADDITIONAL COST TO VERIZON) AS REQUIRED MOSTLY IN TIME AS REQUIRED BY VERIZON. 12. PLACE ATS CONTROLS IN AUTOMATIC. VERIZON WIRELESS CORE. 13. MANUALLY DISCONNECT COMMERCIAL POWER AND VERIFY GENERATOR 512 TOWNSHIP LINE ROAD TRANSFER. BUILDING 2, FLOOR 3 7. EMAIL COPY OF START-UP CHECK OFF LIST TO VERIZON WIRELESS. BLUE BELL, PA 19422 SPECIFICATIONS: 14. ALLOW GENERATOR TO RUN UNDER LOAD FOR ONE HOUR - IF REQUIRED AND RECORD LOAD, COOLANT TEMPERATURE AND VOLTAGE (SEND 1. PIPE (ABOVE GROUND): STEEL PIPE: ASTM A53, TYPE E OR S, INFORMATION TO OPS). ELECTRIC-RESISTANCE WELDED OR SEAMLESS, GRADE A OR B, SCHEDULE 40 BLACK STEEL, PAINTED YELLOW. 15. RESTORE COMMERCIAL POWER AND CHECK FOR TRANSFER, GENERATOR WILL PROTECT YOURSELF REMAIN RUNNING FOR APPROX. 5 MINUTES FOR COOL DOWN. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON 2. PIPE FITTINGS (ABOVE GROUND): R PREPARING TO DISTURB THE EARTH'S 16. COMPLETE ALL REQUIRED START-UP DOCUMENTATION LOCATED IN THE SURFACE ANYWHERE IN ANY STATE A. GRAY-IRON THREAD FITTINGS: ASME B16.4, CLASS 125, STANDARD MANUAL, SCAN INTO JOB FILE AND EMAIL COPY TO GENERATOR below. _____________________________ Know what's PATTERN. MANUFACTURER AND OPS. Callbefore you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: B. UNIONS: ASME B16.39, CLASS 150, BLACK MALLEABLE IRON, FEMALE WWW.CALL811.COM PATTERN, BRASS TO IRON SEAT, GROUND JOINT. 17. CONTACT OPS TWO DAYS PRIOR TO TESTING. C. TRANSITION FITTINGS: TYPE, MATERIAL, AND END CONNECTIONS TO SCALE : JOB NUMBER : MATCH PIPING BEING JOINED. AS SHOWN 18960111A D. PROVIDE DI-ELECTRIC UNIONS WHERE REQUIRED BETWEEN DIFFERENT METALLIC PIPE MATERIALS. . . . . . 3. PIPE (UNDERGROUND): POLYETHYLENE (PE) PIPE: ASTM D 2513, SDR 11 OR IN . . . . . ACCORDANCE WITH LOCAL CODES . . . . . 4. PE FITTINGS (UNDERGROUND): ASTM D2683, SOCKET TYPE OR ASTM D 3261, . . . . . BUTT TYPE WITH DIMENSIONS MATCHING ASTM D 2513, SDR 11, PE PIPE. 2 08/18/20 ISSUED FOR MEG MPC CONSTRUCTION ISSUED FOR 5. TRANSITION FITTINGS: MANUFACTURED PIPE FITTING FOR CONNECTION 1 08/07/20 CONSTRUCTION MEG MPC TO PE PIPE AND WITH ONE ASTM A 533 / A 53M, SCHEDULED 40, BLACK STEEL 0 04/17/20 ISSUED FOR SLM MEG PIPE END FOR THREADED CONNECTION TO BLACK STEEL PIPE. CONSTRUCTION A 03/19/20 ISSUED FOR REVIEW MSG MEG 6. SERVICE-LINE RISER: MANUFACTURED PIPE FITTING WITH PE PIPE INLET FOR DRAWN CHECKED REV DATE DESCRIPTION CONNECTION TO UNDERGROUND PE PIPE: PE PIPE RISER SECTION WITH BY BY PROTECTIVE-COATED, ANODES, STEEL CASING AND THREADED OUTLET FOR THREADED CONNECTION TO ABOVE GROUND STEEL PIPING. MICHAEL P. CLEARY DELAWARE PROFESSIONAL ENGINEER - LICENSE NUMBER: 19205 DATE: . IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFFESIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NAME: DOV KETTLEBELL By: MGRAUBART 801 OTIS DRIVE DOVER, DE 19901 KENT COUNTY \luj\Projects\2018\18960000A\18960111A\Construction\Rev 2\DOV Kettlebell.CD.Rev 2.dwg\P-2 MT. LAUREL OFFICE 2000 Midlantic Drive Suite 100 Mt. Laurel NJ 08054 Phone: .856.797.0412 Fax: .856.722.1120 email: solutions@maserconsulting.com SHEET TITLE : GAS PIPE NOTES SHEET NUMBER : 47 P-2

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