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Home My WebLink AboutMay72015KHPRCAgendapacketMEETING OF THE KAUA'I COUNTY HISTORIC PRESERVATION REVIEW COMMISSION THURSDAY, MAY 712015 3:00 p.m. (or soon thereafter) Lihu'e Civic Center, Moikeha Building Meeting Room 2A /2B 4444 Rice Street, Ljhu'e, Kaua'i AGENDA CALL TO ORDER SWEARING IN OF NEW COMMISSION MEMBERS APPROVAL OF THE AGENDA APPROVAL OF THE APRIL 2, 2015 MEETING MINUTES A. ANNOUNCEMENTS AND GENERAL BUSINESS MATTERS B. COMMUNICATIONS Co UNFINISHED BUSINESS 1. Discussion on the status of the Certified Local Government. 2. Discussion of historic properties /structures located within the Lihue area that are currently on the County of Kauai Historic Resource Inventory as possible candidates to be nominated to State Register of Historic Places and /or the National Register of Historic Places. May 7, 2015 K.H.P.R.C. Meeting Agenda Page 2 D. NEW BUSINESS 1. Historic County Building (County of Kauai, Department of Public Works) TMK: 3 -6 -05:3, L-1hu'e, Kauai Addition of an Exterior Bronze Handrail at the Entry Portico. 2. Use Permit U- 2011 -17 and Class IV Zoning Permit Z -IV- 2011 -17, Kawaihau Elevated Board Walk Phase of the Lydgate- Kapa`a Bike & Pedestrian Path Proj ect. a. Memorandum (4/20/15) from County Engineer, Via Building Division Chief, County of Kauai, Department of Public Works Request to Kauai Historic Preservation Review Commission for New Information that Might Affect the Section 106 and 4(f) Determinations, 3. Former Lihu'e Courthouse (State of Hawai'i, Department of Accounting & General Services TMK: 3- 6- 005:001, 3059 Umi Street, Lihu'e, Kauai Renovation of L-ihu'e Courthouse to Provide Office Space for State Staff. a. Letter (4/23/15) to Mr. Eric Agena, Department of Accounting and General Services from Mary Jane Naone, Kauai Lead Archaeologist, E. COMMISSION EDUCATION (None) F. SELECTION OF NEXT MEETING DATE AND AGENDA TOPICS (6/4/2015) G. ADJOURNMENT EXECUTIVE SESSION: The Commission may go into an executive session on an agenda item for one of the permitted purposes listed in Section 92 -5(a) Hawaii Revised Statutes ( "H.R.S. "), without noticing the executive session on the agenda where the executive session was not anticipated in advance. HRS Section 92 -7(a). The executive session may only be held, however, upon an affirmative vote of two-thirds of the members present, which must also be the majority of the members to which the board is entitled. HRS Section ,92-4. The reason for holding the executive session shall be publicly announced. Note: Special accommodations and sign language interpreters are available upon request five (5) days prior to the meeting date, to the County Planning Department, 4444 Rice Street, Suite 473, Lihue, Hawaii 96766. Telephone: 241 -4050. KAUAI COUNTY HISTORIC PRESERVATION REVIEW COMMISSION Lihu`e Civic Center, Mo`ikeha Building, Meeting Room 2A /2B MINUTES A regular meeting of the Kauai County Historic Preservation Commission (KHPRC) was held on April 2, 2015 in the Lihu`e Civic Center, Mo`ikeha Building, Meeting Room 2A/2B. The following Commissioners were present: Chairperson Pat Griffin, Anne Schneider, Althea Arinaga, Victoria Wichman, Stephen Long, and Kuuleialoha Santos (entered at 3:04 p.m.). CALL TO ORDER The meeting was called to order at 2 :59 p.m. APPROVAL OF THE AGENDA Ms. Griffin: If there aren't any objections, I'd like to move our Unfinished Business Item C on the agenda to the end of the meeting. Is there any objection? (None) Also, I'd like to defer the minutes until next meeting; not everybody might have gotten them. They were sent out this morning, so I think it's worth reviewing. May I have a motion on that? Ms. Schneider: I make a motion that we defer 'til next meeting. Ms. Wichman: Second. Ms. Griffin: All in favor? (Unanimous voice vote) Opposed? None, APPROVAL OF THE MINUTES (Deferred to the next meeting) ANNOUNCEMENTS AND GENERAL BUSINESS MATTERS Ms. Griffin: Announcements and General Business Matters. There is going to be a National Register, how to do nominations, Workshop coming up on the 17th of April. Shan, you have that in our addendum. And it's free, I hope everybody can attend. If you have questions, please ask Shan. It is being put on by the Historic Kauai Foundation with assistance from State Historic Preservation Division. They're going to be doing it on several islands, and we are first. It is 9 a.m. to 12 p.m. at the library, Friday the 17th. Also, your Chair is going to be giving a talk in the same place next Thursday evening, the 9th or so, from 6 to 7:30 about the history and development of Liu` e, if you all are interested. Any other announcements? April 2, 2015 KHPRC Meeting Minutes Page 2 COMMUNICATIONS Ms. Griffin: Communications. I don't believe we have anything that's unrelated to the New Business topics. NEW BUSINESS Re: Kilauea Plantation Head Luna's House (Thomas and Barbara Trombley) TMK: 5 -2- 09:03, Kilauea, Kauai Ms. Griffin: So moving to D.1. the Kilauea Plantation Head Luna's House, TMK: 5- 2- 09:03, in Kilauea. Mr. & Mrs. Trombley please join us, sit down, and if you can state your names for the record. Mrs. Trombley: I'm Barbara Trombley. Mr. Trombley: And I'm Thomas Trombley, Ms. Griffin: Thank you. Tell us about your project. Mrs. Trombley: The project that we are doing used to be a separate piece of property that we've incorporated into this property. It's going to be a garage underneath with living above it. And we purchased this property in 2007 and it became part of the whole property. Mr. Trombley: We incorporated it as one piece. It was a separate lot. Ms. Schneider: You consolidated the lots? Mrs. Tromblev: Yes. Mr. Trombley: Yes, consolidated. Ms. Griffin: You know, that was going to be not to interrupt you, but the county TMK still shows your property as a rectangle, and then a flag lot with the others, so I was so confused. Mrs. Trombley: I wish it was like that because now my son is going to be building on that property and it would be great if it were separate and he could get a loan. Mr. Trombley: Now we're going to have to CPR it, after we build. Ms. Griffin: I see. That answers a couple of questions because I know you all have lived in the house a long time and were owners of it when it was placed on the National Register before Hurricane Iniki. I went up there yesterday. When I was a young Commissioner, on this April 2, 2015 KHPRC Meeting Minutes Page 3 Commission, the first training we got said you got to go see the properties because blueprint is not a landscape. So I have, and I have to tell you the way you've kept your property is a model of its kind for National Registered properties, and even having the plaque on the post saying that it's a National Registered property is really great. I know I've interrupted you, and talked a lot. What I'm leading to is that this property addition was not part of the initial National Register boundaries. Mrs. Trombley: Correct, Ms. Griffin: And I'm not sure how to deal with it in that case and maybe our attorney can give us ... because the National Register does talk about this nomination includes all of the property owned by Thomas and Barbara Trombley in 1991 as described by the Tax Map Key. So, Mr. Jung. Mr. Junz: We ran into this issue with the Coco Palms redevelopment and when they outlined on the site plan where the designation is. If it's dotted around it then it's within and would trigger the 343 Document, but if it's outside of the designated area then it wouldn't necessarily trigger it. So it depends on, I know the text says it, but do you have a map of exactly where the ... on the designation? Ms. Griffin: Nominations were simpler in those days. Mr. Jung: Right. Mrs. Trombley: Yeah, I don't think that there's any map does (inaudible). Ms. Griffin: It just says the property is a half an acre, but it specifically says that it includes all the property owned by Thomas and Barbara Trombley in 1991 as described. Mr. Jung: Okay. Kaaina, have we had SHPD comments on this project yet? Mr. Hull: No, we haven't gotten any. Mr. Jung: Okay because what happened with Coco Palms is they found no significant effect when they were going to span the bridges over versus.. . Mr. Hull: Oh, sorry. Apologies for the late entry. What project are we on? (Laughter in background). Mr. Jung: Trombley. Mr. Hull: Okay. No, the Trombley we do have SHPD comments on. Sorry about that. Mr. Jung: And did they identify the 343 issue at all? Because it's on the registry. Mr. Hull: No, I don't believe so, no. April 2, 2015 KHPRC Meeting Minutes Page 4 Mr. Jung: Okay. So from common practice then from the last month's project, if they're not affecting the historic structure that is within the designated area, then they wouldn't have to go through the extensive 343 process. But I'm not sure how they reviewed it, so we might need clarification from SHPD on that issue. Ms. Griffin: Thank you. Does anyone else have comments or questions about this? Mr. Long: I have a question. Was the consolidated portion part of the property in 1991 when it went on the National Registry? Mrs. Tromblev: No. Mr. Long: Subsequently since. Mrs. Tromblev: 2006. Mr. Tromblev: The Kingdom Hall was put there and it had three (3) billable lots. The one next to our house was a billable lot, and we bought it from the Kingdom Hall. . Ms. Griffin: And we did get from SHPD an addendum recently saying that the archaeologist has sent the letter, but it says "please note that the Trombley residence was reviewed by the Architecture division for effects to the historic homestead - the Archaeology Branch considers the effects to archaeology. Questions that the KHPRC may have regarding the determination should be directed to" the Architecture branch. How do you recommend we proceed? Should we request direction from SHPD? Mr. Jung: I'm trying to find their comment. Ms. Schneider: Can I ask a question? Is there a reason why you consolidated the lots if they were separate lots? Mrs. Tromblev: It's when they subdivided, when the Jehovah's Witness church subdivided it. They made ours into considered it Lot 1, and they're the ones that put it all together with our property at that time. Mr. Tromblev: And we requested it at that time, which was a mistake. Mrs. Tromblev: Yeah, it was a big mistake. Ms. Schneider: If they weren't consolidated, you wouldn't be before us? Mrs. Tromblev: Right. Mr. Tromblev: Right. April 2, 2015 KFIPRC Meeting Minutes Page 5 Mr. Jung: So if the properties were two (2) separate lots in 1991 and then you consolidated it, then the area subject to the designation probably did not include that area. Mrs. Tromblev: Right, right. Mr. Jung: So if there is a motion, you can make your motion because SHPD's saying no historic properties will be affected. Then, just ask the Department to verify that information on the subdivision maps just to make sure we're okay. Does that make sense to everyone? Ms. Schneider: So we're asking SHPD for a comment on as to how they reflect on the subdivision map? Mr. Jung: Well, I think you want to ask the Planning Department that because if the Planning Department can verify that it was two (2) separate lots and the designation was a part of one (1) particular lot, then you're not going to be affected by the registry. But if it was not, then and a part of the whole in 1991 if the subdivision was not done, or I guess the consolidation was not done, then it becomes a problem because the whole area may be subject to the registry requirement. So we can just clarify that, unless you know Kaaina? Mr. Hull: It's what appears to exactly ... I mean I was discussing with Pat earlier today of our confusion on how... essentially what it looks like a different lot and I was unaware of the consolidation at that time. So it looks (inaudible) that's exactly what happened and that because that specific area was not included in the 1991 nomination to the National Registry that in all essence it's not part of the National Registry and therefore is subject to this body's review and action essentially. But we can verify that specifically in writing and get the actual consolidation. Ms. Schneider: Yeah, if we could get clarification (inaudible). Mr. Jung: And just, Mr. and Mrs. Trombley, just so you understand, I mean you are here because it is on a lot of record that currently exists, albeit consolidated, that does have a historic property already. Ms. Griffin: And one of the things that would be important to your proud historic property is to make a clearer division. I don't know, I did not see in the plans where the second residence is going to get access, if it's through the.. . Mrs. Tromblev: Okay, I have some pictures. There is an access to the Kingdom Hall and that is a right away to that property. There's a fence and then there's a gate off of the...'cause the Kingdom Hall is at a flag lot. Ms. Griffin: Yes. Mrs. Tromblev: And so it goes down that driveway and we have access to that driveway. April 2, 2015 KHPRC Meeting Minutes Page b Ms. Griffin: Okay. The flag lot I noticed in my Google Map satellite also looks like it has the access from there. Is that right? Mrs. Tromblev: Right, Ms. Griffin: Okay, so but being able if there is a hedge or you know a way that you can show what is the historic... Mrs. Tromblev: Right. This structure is going to be in the back so it won't impede on the historic house at all. In fact, I had a hard time getting pictures from the street because we have a shower tree, we have avocado trees, and so it's going to even be hard to see this new structure from the street. I was trying to get a good picture of it so you could see, you know, but it's set behind the existing historic house. Ms. Griffin: Okay. So, we can make a motion that because this segment of the now consolidated property was not within the boundaries that it is outside of our purview. Is that correct? Mr. Jung: That's correct. Subject to verification on the subdivision maps by the Planning Department. Ms. Griffin: Okay. Mr. Jung: And I wanted to note as well that it appears SHPD is now asking for new conditions on all permits, so if you could, in your motion, incorporate the requested condition by SHPD as well. I mean the Planning Department would do it, but it's better to notify it here now, so they can catch it. Ms. Griffin: Who would like to...? Stephen. Mr, Long: May I make a motion? Ms. Griffin: Please. Mr. Long: I mov lot was not part acknowledge that we would request time of the 1991 SHPD as well. e that in of the the new that the Nationa Ms. Wichman: Second. consideration of the representation that the consolidated portion of the 1991 National Register nomination for the historic home that we proposed home would not have an effect on the historic structure. And Planning Department verify that there were two (2) separate lots at the . Register nomination, and have this reviewed and commented on by Ms. Griffin: Discussion? Hearing none. All in favor? (Unanimous voice vote) Opposed? None. Do you have any questions at this stage? April 2, 2015 KHPRC Meeting Minutes Page 7 Mrs. Tromblev: No. Ms. Griffin: Well, thank you so much, and best wishes to you and your project. Mrs. Tromblev: Okay, alright. Mr. Tromblev: Thank you. Re: Rehabilitation/Replacement of the Omao Stream Bridge Federal Aid Project No. BR- 050 -1(30) Ms. Griffin: Hi Mike. E komo mai. Mr. Smith: I think I have met most of you already, but for the two (2) or three (3) I didn't, I'm Donald Smith. I have been here since June of last year now, for the Department of Highways here on Kauai. I am a Design Engineer and glad to be here. Actually, glad to be a part of the process to learn. Hope you find me to be friend and (inaudible). We can find some balance and some reasonable ground to go forward on, so and that part I am excited about. I was not here last time this was brought up. My understanding is, I think from Pat, that that was four (4) years ago. So I think what Mike is going to do here is bring us up to date, summarize what's already been done, and bring us up to date on maybe some work that's been done since that time. Then we'll open it up, I guess, for you guys and discussion. So, glad to be here. Mr. Hunnemann: Okay, thank you Commissioners. My name is Mike Hunnemann and let me first start out by saying congratulations to Pat and Anne for your elevation to your new positions. We're here today for the Kaumuali`i Highway replacement of the Omao Stream Bridge. And the bridge is on the State Highway System. It's owned and maintained by the State of Hawaii, Department of Transportation, Highways Division. Today's presentation really is ... Donald mentioned that it's a continuation of the process that we started back in 2011. This is a requirement of the Section 106 National Historic Preservation Act of 1966 process that was begun back in 2011. This bridge was constructed in 1934. It was designed by William Bartels, who has designed several other bridges here on the island of Kauai. Places being constructed back in 1934. It is eligible for the National Register of Historic So, why are we here? What's wrong with this bridge? The existing bridge is highly overstressed on several of the members. The first and foremost, the expansion joints here, this is one (1) of two (2) expansion joints underneath the bridge. This allows the bridge to expand and contract with the temperature differentials throughout the day. This joint here is overstressed by 59 %, which means that any kind of safety factor that was originally in the design process is totally eliminated by this point. The other overstressed members are the girders. These are the exterior girders here. This one here and this one, and these are interior girders here, so there's four (4) girders total. Both of the exterior girders are overstressed by up to 17 %. This is a bad picture, but this is underneath the April 2; 2015 K]HPRC Meeting Minutes Page 8 bridge looking at the expansion joint itself. This is the rubber bearing pad here, and this is the sheer crack in the underside of the bridge. This was found by us in 2000 and subsequent to that we did the analysis and found that this was indeed due to overstressing. Our project objective is to provide a bridge that is safe for drivers and their passengers, to ensure that the bridge can adequately support traffic loads that routinely travel on the highway, and to provide an esthetically pleasing bridge for Kauai and the local community. These are the existing conditions; this is the highway, this is the bridge right here. This is Omao Stream, and the yellow lines indicate the property lines and right- of:ways. This is the property line, these are the right -of- ways here. So the project history, as Donald mentioned, way back in 2011 I was here to make the initial presentation to the Commission. And at that presentation we presented three (3) different design options. First one was to do nothing, second one was to widen the existing bridge, and the third one was demolish the existing bridge and build a new bridge. After a lot of discussions, the Commission made a motion that we consider a fourth option, which would include constructing a new bridge that was parallel to the existing bridge. So we brought that back to DOT with us, met with DOT, and they gave us permission to go through the addition design effort to evaluate that fourth option. The fourth option laid out is what you're seeing here. This is little bit encumbered with detail, I'm sorry about that, but I'll try and explain what we have. This is the existing highway, the existing bridge right here, existing highway. This is a match line which picks up again down here, so the existing highway is right here. Building a new parallel bridge would mean realigning the highway in the mauka direction, like this. Which would mean mass excavation of the hillside in this area right in here. You can see this right here is the top of a slope right here and this emblem means sloping downwards. So all this is mass excavation right here, and right here. In order to do this fourth option, we would have to purchase quite a bit of right -of -way, and that area is indicated by what's in the dashed lines right here. And the State would have to acquire almost 150,000 square feet or 3.41 acres of property which entails five (5) plots and three (3) different owners. This option also would come very close to this house right here, so it's a high probability that this owner would ... his property would have to be condemned because I'm sure he would not stand for living in a house that close to the highway. So the four (4) options we looked at, the do nothing was obviously not a good decision. Widening of the bridge was not a good decision either for., Simply because in order to widen the bridge, most of the historically significant features of the bridge would have to be demolished. The third one, third option, demolish the existing bridge and build a new, is still on the table, and the new parallel bridge. The DOT has ... their preferred option is option three (3) which is demolish the existing bridge and build a new. Not simply because of the difference in cost, but because of the ... not only the items that I mentioned before where we would might have to do the mass excavation and possibly condemn that landowner's property, but also what would we do with the existing bridge. One suggestion was to okay keep the Lihu`e bound lanes going over the existing bridge, and have the Waimea bound lanes on the new bridge, but in order to do that DOT would have to incur the cost of upgrading the existing bridge to meet current load. Especially the expansion joints that are 59% overstressed with virtually zero (0) safety factor, so they couldn't let that bridge remain in operation in such a condition. The other option is to give the bridge away and let it be used as April 2, 2015 KHPRC Meeting Minutes Page 9 maybe a pedestrian or bicycle lane, but the State would probably not be able to sell that because it's not on a bicycle and pedestrian access route. If it were over near Kapa`a where you have the nice bicycle lanes, then perhaps they could sell that as an option, but over where it is now, that would be very difficult. This is the new bridge that the DOT is proposing. It's called the "William Bartels Jr. Bridge." (Laughter in background) Mr. Smith: I came up with that, by the way. (Laughter in background) Mr. Hunnemann: It's a two span bridge. These are round columns, since the existing bridge has square columns, of course they could be changed to square if you so desire. Ms. Schneider: This is in replacing the existing bridge. Mr. Hunnemann: Yes, correct. The new bridge would be two (2) lanes still, but it would have shoulders here, for anybody who wants to walk along the highway or bicyclists. The railings would be very similar to what's there now. This is a type of railing that we just built a bridge in Oahu. It's got the windows here, similar to what on the bridge is existing. This is a close up view of actually the Lihu`e Mill Bridge; the new one which is quite attractive in my opinion. So going forward from here, the next logical thing is to start doing Community Meetings and get the Community's input on this. And if there is an effect, then we would have to go through a 4F process, and then after that, designing and permitting. So, thank you for your time and of course we'll be here for any kind of questions. Ms. Wichman: Madam Chair, I have a question. Ms. Griffin: Thank you so much.. Please. Ms. Wichman: Mr. Hunnemann, I have a question about,. 'you mentioned there's going to be significant excavation of the slope.. . Mr. Hunnemann: Yes. Ms. Wichman: But what does that mean? Significant? That could mean...that's kind of arbitrary. Mr. Smith: He actually used the word "mass" excavation. very mass, so significant is ... depends on where you're f experience so far, the excavation that he's talking about is in what the repercussions of that excavation will cause. So Ms. Wichman. I see. Of course where I'm from that's not ' om as to how much that is. In my not just significant in the amount, but it will affect somebody's property. Apri12, 2015 KHPRC Meeting Minutes Page 10 Mr. Smith: So the significance is not necessarily in the amount of excavation, it's more in the impacts to the surrounding properties. Ms. Wichman: Right, okay, got it. Thank you. Mr. Smith: Did that answer your question? Ms. Wichman: Yes it did, yes. Mr. Smith: Okay, Ms. Schneider: And the bearing capacity of the soil there, is it...? Mr. Hunnemann: It would...the foundation would have to be designed to...around whatever bearing capacity exists. Ms. Schneider: Yeah, because I know in Kalaheo in places the soil is quite spongey. Mr. Hunnemann: So we'd have to go deep. Ms. Griffin: Being the "Bartels Jr. Bridge" that's reasonable, isn't it? (Laughter in background) Mr. Hunnemann: Yeah, nothing but the best for him. Mr. Smith: And some of the work that would need ... all of the work that Mike has done so far has just been preliminary, so I've actually went back and picked up and looked at them, some of all of what's been done today, but again that's all preliminary based on observation, so he's not really went and done any real work yet to actually get into the design. Ms. Schneider: So you'll come back to us when you've done that? Mr. Smith: Well, I guess the idea would be... and actually I guess Pat you can help here through the community meeting process that would ... I'm not sure would we ... I don't think we would come back, would we? Ms. Griffin: Kaaina? Mr. Hull: Yeah, I think ... and I understood it, the reason you guys been coming since say 2011, I think was the first time you came, is actually part of the 106 process. Just the consultation essentially, with the County Agencies and/or Historic Commission reviews. Technically, for the actual building permit itself when you guys go for the building permit that requires actually you to come under the County Ordinance to come before this body. So these kind of preliminary checks have been to satisfy 106, but they don't satisfy the County requirement that you appear before this body when actually pulling an actual building permit itself. So when the building permit gets pulled, you'll be required to come to this body. April 2, 2015 KHPRC Meeting Minutes Page 11 Mr. Smith: I don't think we get a building permit from the County. Mr. Hull: (inaudible) we're actually having a discussion. I know for the roadways themselves, no building permits are necessary, and if there are no building permits necessary for the bridge, then technically yeah, you don't have to come before this. body again. Mr. Smith: I think that's correct, but I think the idea here is, is whether we do or we don't, the reason we're here though is to discuss it and make sure that we're looking at, as we discussed before the meeting, are we doing the responsible thing? Are we acting in a responsible way to the Community and the Island of Kauai? No matter what, whether I do or I don't, we don't want to talk about technicalities because we're here for a reason, which is to make sure that we're doing what we can to preserve the heritage, the culture, the history, and all of those things along the way if at all possible. Ms. Griffin: And just to clarify, Donald and I did not talk about this bridge specifically. Mr. Smith: Oh, sorry. Ms. Griffin: But about what the Department of Transportation is doing these days in changing its approach to its operations. No problem. (Laughter in background) Any other questions? Yes. Ms. Arinaga, I have a question. Hi. You just mentioned a minute ago about preserving, keeping things intact, but yet I'm trying to understand why would you change the name of the bridge? (Laughter in background) Ms. Griffin: He's teasing. Mr. Smith: Yes, yes. Ms. Arinag_a: Well I don't take it as... Mr. Smith: No, absolutely, no ma'am, no (inaudible). We kind of...when we were talking about it before because the idea is that you're trying to preserve, ..even if you ... looking at the options that I have available, and I really did you know, since I just came on board very recently, I really did pick this up with a brand new approach and really questioned everything that had been to date. So I really did take a wide open look at this in a sense that what could we do? The idea is looking at all the options is that you know if we can't preserve it, which looking at the options I really don't see a way and I really took an overall approach to it, then how can we going forward, even in the new design, how can we integrate some of those features into the new structure so that it still does have the character of the old bridge and of the Community. Actually, there isn't an issue with naming the new bridge. We had kind of just said "Jr." in the sense that it was predating the bridge before. So in reality we weren't joking, we were looking at physically, if we want we can look at naming this bridge after him. I don't know that there's any problems with that. April 2, 2015 KHPRC Meeting Minutes Page 12 Ms. Santos: I think it should be a Hawaiian place name. If you're going to redo the bridge, it should be the Hawaiian place name, whatever that is. I mean if that the route into the bridge. Ms. Griffin: Other questions? Mr. Long: I have a couple of questions. Clearly the, well it seems clear to me, that the dual bridge solution would be more costly and probably we'll be going more towards the new bridge solution, but I'm curious when you realign the highway, you will realign it to the mauka? As opposed to the other side? Where there was more room in your rightaway, and I'm curious why you decided to do that because if you... Ms. Santos: There's a house right there. Mr. Long: Well, I'm just asking that. Mr. Smith: Well actually, no, no, no actually, we did discuss this. We actually, again, trying to look at all the options that we have available to us. The stream goes in an angle on that side, so the bridge would be longer, more expensive, and because of that it does still have an impact on ... we still would have to take some rightaway in the other direction. Now what Mike said earlier as we were discussing this, there's a question as to whether or not we would have to take property if we do it on the mountain side. If we go to the other side, there's no question we will have to take someone's property and house. Mr. Long: Okay, so you did take a look at that? Mr. Smith: Yes sir, absolutely. Mr. Long: I'm curious. How much did it cost to evaluate option #4? In your office. You went to somebody, you asked for permission to design it. Mr. Smith: About $25,000.00 Mr. Lonw, About $25,000.00. Okay. So if we were to tear down this existing bridge, is there any reason why you couldn't replicate it using current design methodologies? Replicate the (inaudible) square columns, replicate everything, and if you have to bury the structure within some kind of closure underneath the road, is there any reason why all the visible esthetic elements of this bridge could not be replicated? Mr. Smith: There's not an issue with us replicating it as close as we possibly can. Such as Mike just said he had round in the drawing, but we can make them square. That's not an issue, so then we can even ... and I do know this because ... I am not the bridge engineer, Mike is, that's why he's here, so if I say something Mike that's completely out of whack please correct me. Mr. Hunnemann: Okay. April 2, 2015 KHPRC Meeting Minutes Page 13 Mr. Smith: But the central federal lands are working currently with us to do several bridges and one of the bridges that we just discussed was ... well I don't remember. Maybe Hanapepe, but the idea was to give the curved just as it is now so that you have the arched spans. There's no reason we could not do that here essentially to sort of give it the same look, but it wouldn't be exact but we can mirror it as close as possible. Mr. Long: You could beef them up, you can put additional steel in, higher PSI concrete you know there's a lot (inaudible) Mr. Smith: No wait, okay well hold on a minute. Okay, I think I'm confused. Are you saying can we encapsulate the old bridge? Mr. Long: No, Mr. Smith: Okay. Mr. Long: Can you replicate? Replace, replicate? Tear it down. Mr. Smith: And build it back exactly. Mr. Long: Replicate it, replicate. Mr. Smith: Well... Mr. Long: Using modern technology, you have to have four bolt spans. You know you can beef them up, make them bigger, square columns... Mr. Smith: Well, there's one issue. I can replicate it pretty close, except the new bridge will be wider, so instead of four (4) beams, it's probably going to be six (6). Mr. Long: I understand. Mr. Smith: But it'll look much the same. Mr. Lou: Great. Mr. Smith: Now Mike, help me here. Am I speaking ... do we have the ability to...? Mr. Hunnemann: We do indeed, yes. Like the Lihu`e Mill Bridge (inaudible). Mr. Long: Yes, I understand. And with regards to that project, I have gotten a lot of comments from the Community about how beautiful that bridge is, how much they appreciate it; people really like what you folks did there. So my last consideration is with respect to your statement that you do not have to come before us again, and right now you're just giving us some ideas. Oh well here's a bridge, maybe it's got round columns, maybe it's got square columns, it sort of looks like Apri12, 2015 KHPRC Meeting Minutes Page 14 this. That's not design, that's just a conceptual, put together, rendering. So I'd like to ask that you come before us again when you have a real design. Mr. Smith: Again, I guess the idea there was to not get caught up in the technicalities of whether or not I could or should or I don't know that I have any issue, once I get everything done, coming back and speaking here and showing you what we are doing. I don't have any issues with that and actually I think for the most part I probably will be back here. I've got thirteen (13) bridges, I think, cause Ray carne around the office the other day and he asked our office ... he said, "Guys, tell me all the bridges that are on this island that are eligible for social security." I said, "Ray, wouldn't it be easier just for me to tell you the ones that aren't? It'll be a much shorter list." So, and the reason I say that Steve, is my intent, for the most part, is that I come here is just to put the bridge back exactly like it looks now, except wider, in all cases. I don't know if that's always possible or not, but that's going to be my approach; is to just find a way to technically challenge Mike to give us the exact same thing we got now; except new. And to mirror it as close as we can, so that that is my approach. I have no issues. coming back to show you, or to make sure you get the information, or ... nothing to hide. Mr. Hunnemann: Steve, I have a question. Mr. Long: Yes. Mr. Hunnemann: First, I don't mind at all coming back, but the idea of construction costs is always an issue, as you know. The existing bridge has two (2) center piers and two (2) abutments. If we ... in order to save a little money, we could go down to just one (1) center pier. That would save a couple hundred thousand. Mr. Long: Yeah, great. As long as it looks like one of the two (2) center piers, the existing two (2) center piers. Mr. Hunnemann: We could do that. Mr. Smith: And the other benefit to that is the impact to the stream you know, if we can, not have to dig two (2) holes, it's actually preferable so it actually has an environmental impact too, so thank you. Mr. Long: I know Mike can accomplish this goal, engineering wise, so is that a confirmation to my request that you come back before us again and show us the bridge design? Mr. Hunnemann: As far as the ... yeah, that's fine. Mr. Smith: The only thing I don't want to do, I don't see any problem with it, but I don't want to speak out of turn. I don't understand the entire process. I don't see anything wrong with what you just asked. Just understand that I'm kind of new here, and so as long as all that's okay and there's no issues, I don't imagine ... I don't know what it would be sure. April 2, 2015 KCiPRC Meeting Minutes Page 15 Ms. Griffin: Kuulei, do you have questions? Do you have questions? I have questions. (Laughter in background) First, thank you, thanks to the Department of Transportation for taking the time and cost to consider that fourth option. I know it's easy for outsiders to complicate processes and that with the best of intentions. Back in 2011 when I reviewed those minutes, there was an EA in process and has that been completed? I was wondering about that literature. Mr. Hunnemann: It has not been completed Pat, but it's pretty darn close. What they're waiting for is the final approval from SHPD on the AIS. I think they're on the third revision right now. Ms. Griffin: Okay. And do you have any timeframe for the 106? Completion and... Mr. Hunnemann: Yes, we want to get done by middle of summer, if possible; that's our goal. Ms. Griffin: Racing along. Mr. Hunnemann: Well, it's been long enough. (Laughter in background) Ms. Griffin: And it sounded uncertain about the 4F. What would exempt this project from going through the National Transportation Act of 1966, Section 4F? Mr. Hunnemann: I think step one would be your blessing today and I think SHPD weighs heavily your opinion. Mr. Griffin: That's diplomatic of you Mike. (Laughter in background) One of the concerns that I mentioned back in 2011 that still is a concern that's beyond you here at the moment, is that we continue to look at bridges one (1) by one (1). And this particular bridge, and it does have a name, "Omao Bridge." It was one (1) of three (3) that were with the Waihohonou and the Lawa`i bridges that were designed as a kind, as a set really, and as part of their time and reflect that and it's frustrating when we deal with things one (1) by one (1), we lose that context. Over the years, Ray and I have talked about that and I would like to know if with this continuing evolution of the Department, if that is going to be looked at differently now with your thirteen (13) bridges. I'm looking at some as a group when they're grouped. Also, this design was used with the `Opaeka`a Stream Bridge, right past the Coco Palms, but you know we're taking this one bridge, and I understand that bridges...there are reasons why they can't be saved and they are really in preservation circles. There isn't always a push to keep it looking old because part of architecture design is it's expression of its time and place, so you know, but there is this question of how is this bridge going to continue to relate in some way to those other two (2) bridges in that neighborhood that were designed as a group originally. Which leads me to, if this bridge is going to be destroyed, it seems important to develop a HAER report, a Historic American Engineering Record, that will have drawings of the existing bridge, that will have photographs in time and place, and it will have a narrative of this bridge; what it is, what it's been, I'm sure you all know about HAER records. I would think that that would be to archive, to present that record of this particular bridge after its history, so to speak. And I know that we'd all like to see the ETA once it's done. Ms. Wichman: And the AIS. April 2, 2015 KHPRC Meeting Minutes Page 16 Mr. Hunnemann: Yeah, it'll be part of the EIA. Ms. Schneider: Mike, how long is it going to take to rebuild the bridge? Mr. Hunnemann: Construction? Ms. Schneider: Yeah. Mr. Hunnemann: Probably close to a year. Mr. Smith: Eighteen (18) months. Mr. Hunnemann: Yeah. (Laughter in background) He's a realist. Mr. Smith: Yeah, he's being a little bit optimistic. Pat, can we go back though? Because then again, to make sure I understand what you said. Are you asking for a HAER report? Ms. Griffin: Yes. Well it's up to the Commission to develop a motion and make a decision, but I would think that a project of this importance deserves documentation that we can have for the future. And aren't you glad I'm not asking to save the old one? Mr. Smith: No, I'm actually okay with what you just asked for, I think. (Laughter in background) I guess the idea would be, what you just asked for seems reasonable. I do not, that I know of, have the authority to say we'll do it 'cause I just don't know. But it seems very reasonable, and I will definitely look into that and not only what you just ... if I understand what you just asked me for, was not just for this report to cover the actual bridge that we're now speaking about which is Omao, but the set. Ms. Griffin: Yes, and back in 1989 there was, at the time, the f rrn was Spencer Mason Architects. This was mostly done by Spencer Line Webber and it was a historic bridge inventory for Kauai. You've got a pretty good little narrative, just in here, where it talks about Bartels, you know, being the early projects that he did and the other bridges that are related. But the HAER report, when we're talking about buildings, we often ask for a HABS report, which is Historic American Buildings Survey, but being Engineers and that with bridges and things, that HAER is more specific to this kind of work and I'm sure Mike, you know about that kind of report and it's easy enough to get the standards for an inclusion of it. Yes, I think a HAER record is important and then I made the comment about how the DOT can start looking at groupings, when they exist. I mean certainly we've got the Hanalei Roads Committee that's helping the DOT do that up north. They're around and it can be a significant kind of appearance. Mr. Smith: What exactly, when you say "grouping ", do you mean? Ms. Griffin: Well, in this case, the Omao, the Waihohonou,'and the Lawa`i Bridges were all built the same time and of a kind with a same design, so if once you all do this bridge, then you come April 2, 2015 KHPRC Meeting Minutes Page 17 back and tell us that Waihohonou needs to be destroyed and this one. They relate now, they won't relate in eighteen (18), call it three (3) years. So, if the DOT can look at these projects a little differently so that it's not just bridge by bridge, that would be a real advance. Mr. Hunnemann: I think they were heading in that direction when they started that programmatic agreement project a couple of years ago. It's not done yet. In fact, I'm not even on that Board, but I think that's their intention. Ms. Griffin: Good, good. I was privileged to sit on the DOT's Historic Bridge Inventory that was finished a year or two (2) ago. It did not ... I mean it has really good information and my hat was off to DOT for including County Bridges, as well as State Bridges, in that inventory, but they were still bridge by bridge. And so it's just a suggestion about a way to be more inclusive, or more far thinking on what we're doing. Mr. Smith: So kind of what I hear you saying though is that, just chipping away at you little by little, and before long you said oh wait a minute they're all gone. Ms. Griffin: Yeah. Mr. Smith: If I actually came and said okay now this is more of our long range plan, these are what's included, this is what we foresee, then that would give you an opportunity to sit down and say okay, we are concerned about this group, we're not as concerned about these bridges. So it would be a little more coordination from our part with your organization to make sure that we're looking at the big picture and not just doing them a piece at a time. Even though we might end up doing it that way, you would get the overall picture. Ms. Griffin: I think that's a good interpretation. Anne, did you have a question? Ms. Schneider: No, no. I think that's a good... Mr. Smith: That seems very reasonable. Ms. Griffin: Don't sound so surprised when you look at me and say that. (Laughter in background) Mr. Smith: I have not heard any bad stories, I really haven't. Ms. Griffin: Are there other questions? And I would ask for public comment, but there are empty chairs, so may I have a motion? Mr. Long: May I make a motion? Ms. Griffin: Please. Apri12, 2015 KHPRC Meeting Minutes Page 18 Mr. Long: I move that as part of the replacement of the Omao Bridge Project, that the Department of Transportation produce a HAER report that incorporates not only this bridge, but the three (3) bridges; Lawa`i, Waihohonou, and Omao Bridge which were designed by the same engineer. Ms. Schneider: I second that motion. Ms. Griffin: Okay, it's been moved and seconded that as part of this project that a HAER report be generated that includes looking at three (3) bridges and not simply this single one (1). Mr. Hunnemann: Pat, before you vote, the Waihonuhou.. . Ms. Griffin: Waihohonou, Mr. Hunnemann: Is that.a DOT bridge? I'm not familiar with that bridge. Does it have another name? Ms. Griffin. I don't know. Mr. Hunnemann: What highway is that? Mr. Smith: And Mike does inspect all of our bridges, so he has more of an intimate knowledge than even me at this point and time. Ms. Griffin: I don't have the whole inventory with me, I'm sorry, from '89. But... Mr. Jung: I think while Pat is looking, remember this is a part of the 106 consultation process, specifically for this bridge. If the Commission wants to take a look at long term plans, you can certainly do that, but just bear in mind that it is a recommendation for them to take along with them. Whether they choose to do it or not, is up to the Agency proposing. Ms. Schneider: But we would like a record of the Omao Bridge. Mr. Jung: Right. Ms. Griffin: Yes, that... Mr. Jung: So you might want to clarify that. Ms. Santos: So you have to make two (2) right, make two (2) different. requests? Mr. Jung: I mean, it sounds from the Engineers that they're willing to come back and look at their long term plans. So if the motion can be separated in two (2), it would probably be better, but again it's up to the Commission in terms of how you want to formulate your own motions. Just to clarify, what you think about this particular bridge, and then for future bridges and long term plans, Apri12, 2615 KHPRC Meeting Minutes Page 14 to have them come back with that proposed plan of approach, I guess it would be since it's not a technical plan yet, correct? Mr. Smith: Yes, correct. Ms. Griffin: The '89 plan does mention these two (2), so addressing them as a grouping is already in this senate statement, so it's not necessarily that you will be developing a HAER report for all three (3). 1 don't think that's what Stephen was addressing... was saying. Mr. Lonj4: That's what was in the motion, but we (inaudible)... Mr. Jung: Yeah, we haven't had a second yet. Ms. Schneider: No, I seconded. Mr. Jung: Oh, you seconded, okay, so then... Ms. Griffin: We can amend the motion. Mr. Jung: You can amend the motion or withdraw it. It's up to you folks. Mr. Loniz: We can withdraw the motion and make a new motion? Mr. Jung: Yeah. Mr. Long: I withdraw that motion. Ms. Schneider: I make a new motion that we extend this to just be the Omao Bridge at present time and we'd like to look at the other two (2) bridges when they are ready for reconsideration. Ms. Griffin: Okay, it's been moved that the KHPRC recommends a HAER report be generated for this bridge prior to its demolition and reconstruction. Is there a second? Ms. Arinaga: Second. Ms. Griffin: Thank you. Further discussion? Hearing none. All in favor? (Unanimous voice vote) Opposed? Thank you. Motion carries. Like I said for me, it's more of a suggestion that the DOT start having that bigger picture, rather than, now there's this one, but you got it. Mr. Smith: Oh yeah. I understand what you just said. Yes, ma'am. Ms. Griffin: Do you all have questions about the motion? Mr. Hunnemann: Very clear. April 2, 2015 KHPRC Meeting Minutes Page 20 Ms. Griffin: Okay. Thank you so much then. Mr. Hunnemann: Thanks. Thank you very much. Mr. Smith: Alright, thank you. UNFINISHED BUSINESS Re: Discussion on the status of the Certified Local Government. Ms. Griffin: Okay, so let's go back to Item C, Unfinished Business. The discussion on the status of the Certified Local Government. There is, .. Kaaina why don't you come closer to us and tell us about the California CLG Training and so forth. . Mr. Hull: Good Afternoon, Commission. Kaaina Hull, Acting Deputy Director, for the record. Concerning the upcoming training for CLG in San Diego, Shan will distribute the papers to the Commissioners that could make it. We're looking at departing on Tuesday, April 28" and returning on Saturday, May 2nd. Essentially the Wednesday is looking like they have specific workshops or mobile workshops where you can choose from five (5) or six (6) different buildings or different structural tours to look at in the San Diego area. It's kind of an all -day mobile workshop educational learning experience. And the subsequent two (2) days are actual in house training workshops where you can pick from different things, be them, how to go about the nomination processes, how to go inventory processes, and I believe the material or at least the website was circulated to you all to take a look at those. Those you can all choose on your own. I think Shan will be distributing and requesting.that you pick an actual workshop tour today or Monday, at the latest I think, but she has that list right now for you folks. Ms. Wichman: Do they have like a tiki tour? Tiki village tour? Or something like that? (Laughter in background) Mr. Hull: Which might be the most applicable arguably.to our own environment, but I think for those Commissioners that are able to go, it's not a broad type of a discussion, it's a National type of discussion. There's definitely more than certainly not going to be any discussions about Hawai`i's historical processes, but to look at this as an educational experience of looking how California implements it. From what I understand from Anna folks, California has a fairly robust CLG Program. And people (inaudible) in particular recommended this, so we can kind of use it as a case study on things to work and the things we can improve to somewhat apply what they have done here, here on our own local CLG. Ms. Griffin: Who's going? Mr. Hull: Right now we have set from the Commission, yourself (Pat), Kuulei, and Mrs. Arinaga. And then Shan just sent me ... so Stephen we got to go and shoot over. I'm pretty sure that they still have that availability, but we got to shoot it over to them because we sent the names. April 2, 2015 KHPRC Meeting Minutes Page 21 Ms. Wichman: Yeah, I dropped out. Mr. Hull: Yeah. Ms. Wichman: I was on and then I had to drop out. I have another thing (inaudible). Mr. Hull: And we had four (4) Staff before, and now it's just three (3) Staff. It'll be myself, Shan, and one of our younger Planners, definitely an up and coming, Marisa Valenciano. So there should be openings, but I know we sent the names and I hope we haven't closed that door already, but I got to check with them Stephen. Thanks. Ms. Wichman: You can borrow my ID. (Laughter in background) Ms. Griffin: Anything else to report on it? Mr. Hull: Not on the educational training thing. Concerning the CLG and the inventory list, I know that there have been some Commission members somewhat biting at the bit to get your hands on the inventory list which is the draft updated inventory list. The Department has been hesitant to provide it. I guess I kind of want to go on the record saying, we're not trying to bide it from you folks. Essentially what's going on with that is that SHPD has come back to us that they have some serious concerns about how that...the scoping of the inventory list, how it came about and ultimately the end result of the project. This being said with while SHPD had actually provided the scoping to the consultant and when we've gone back and forth with SHPD, while they say they have problems with accepting it, they have yet to get back with the specific errors on where it can be fixed. So the Department's hesitancy in providing it to this body is that therefore makes it public and you essentially have what SHPD is saying is a flawed draft inventory survey out and available to the public. If any of the Commissioners really wanted to see it, I don't think we have any problems scheduling say two (2) by two's (2's) in the Department or further beyond that possibly looking at an attorney appointed Executive Session to discuss it in there. If any of you individually want to see it, we have no problems sharing it with you folks. It's just there is issues about providing it to the public in general when SHPD has deemed is a flawed state. Ms. Schneider: So, let me ask you a question. People come in for a permit these days and my understanding is all they have to do is check off a box that says that the building is not over fifty (50) years old and that's it? Mr. Hull: No. The way that it comes on the permit and the way it's flagged, and the staff in front are training essentially in a sense that if...they'll look at the actual property and if the structures on that property are over fifty (50) years old that they're looking at altering, then it gets flagged and submitted to this Commission for review. Ms. Schneider: How can they tell though? April 2, 2015 KHPRC Meeting Minutes Page 22 Mr. Hull: There's actually no ... I mean, there's no. ..YOU 're right, there's no actual system in place. It's just to look at if they're going to be say demolishing or altering a structure to look into that specific structure. But is there's a system in place, no. Mr. Jung: They look at the permit number and year though, right? I mean, they can look at that permit number and year that it was issued, if it's being altered. That's my understanding (inaudible). So if it's like say 1965 or something, they'll see that. Mr. Hull: Well they can look at some, but you're going to have a lot a structures that aren't ... that don't have a permit because they're non- conformant, they were built before there was any code. Ms. Schneider: Right, so they would be over fifty (50) years old. Mr. Hull: Yeah. And essentially that is one trigger.. . Ms. Schneider: Because I think things are falling through the cracks. You need to get some system in place that alerts the people on the counter who are signing off on the permits. Mr. Hull: And as we... and the Department is moving much more rapidly than we anticipated into the use of GIS, the Geographical Information Systems. Ms. Schneider: (inaudible) you finally got it done? Mr. Hull: It's not done yet. (Laughter in background) Ms. Schneider: Because you were working on it when I worked there in 1989. Mr. Hull: No but literally now we have the ability... say if it's in the inventory right now, if I click on the property, it automatically comes up with a flag and a letter and the documents, within the inventory file. So that's already automatic right now, as opposed to, see Anne when you were there, and it's still going on to this day where we pull out the old big pieces of paper, TMK's, and the plat maps and we look. That process is still being used; however, the secondary process which we're transitioning in already ... the first thing that went in there, as far as, we still can pull out say Class 1 Zoning Permits that all of them have been applied to a particular property, but we can pull out any historical documentation on historical structures. Ms. Schneider: So nobody uses the plat maps anymore? Mr. Hull: No, the plat maps are still being used, but we're transitioning into the GIS and it's (inaudible) Ms. Schneider: When I worked there I put all the historic properties on the plat maps, but still people could come in and get signed off and... Ms. Griffin: Stephen, did you have a question? April 2, 2015 KHPRC Meeting Minutes Page 23 Mr. Long: I did, just a procedural clarification question. So when somebody comes in with a building permit, is part of the training in your review process, do you go on the real estate assessors records, push the TMK, and it shows you all the records of all the permits and when the house was built? Mr. Hull: It's...I would say it's quantified as a uniform practice, but there are certain...and it's just because not all ... the bulk of the permits we're looking at aren't. alterations or demolitions. The bulk of the permits we're looking at are generally new construction. So they're not going into the real property on every single review and access. They are going in there should they be looking at an alteration. Is it happening as consistently as it should? No. To be quite honest, no. Mr. Long: But you have that kind of.. . Mr. Hull: We have that ability, but the GIS system, the way Myles has actually worked it himself, it's absolutely fantastic. You literally just click on the property ... and because you have to click on the property to see if there is any violation notices, to see what the zoning is, to see all this. And immediately, the first layer that was entered into there was the historical references. I think that's partly because Myles was doing the GIS stuff, and Myles was staffing this Commission, so it works out. We're not there a 100% yet because we do still have our guys pulling up that plat map, but we're getting close. Ms. Griffin: Is the old inventory being used still up front? I mean I know it's really dated, but anything that's on that inventory is definitely historic. It was then, it is now. Mr. Hull: Yeah, so the old inventory is what's being used by everybody, and essentially it's because that old inventory is what's been uploaded into the GIS system. Ms. Griffin: Does SHPD have any prognosis about when this fabled inventory is going to be ready for publication? Mr. Hull: Well that's the thing, we haven't even got back to them what the errors are. So without getting that back from them, we don't know how to fix it. Or even... and to speak bluntly, or even if it is fixable because we're not sure what their issues ... we know they have an issue with it, we don't know what issues. Ms. Santos: Did you guys pay them already? Are they paid? Mr. Hull: Yeah, Ms. Santos: Oh they got paid. Mr. Hull: Yeah, there's no... Ms. Santos: There's no retention or... Apri12, 2015 KHPRC Meeting Minutes Page 24 Mr. Hull: There's no way they're going to provide a final product without payment. Ms. Schneider: And who was it? Ms. Santos: But they didn't give a final... Mr. Hull: For the life of me, I can't remember the firm right now. Ms. Santos: But they didn't give a final product, right? Mr. Hull: They've given a final product. They are done with it and they're open to fixing it, but I think at a fee. So the Department has to look at it... Ms. Santos: Why can't we check it to see what the problem is? Mr. Jung: He's saying you can, you just got to go in (inaudible). Mr. Hull: And to tell you the truth, we looked at it and as we understood it, the Consultant has been working very closely with SHPD and that was the scoping framework that SHPD had kind of set up for them. So we didn't have a problem with it because SHPD had been working with them, and now the product comes in and SHPD turns around and says we've got a problem with it. And our response is okay, yeah officially it's our document. If you have a problem with it, and are not willing to accept it, how do we fix it? And to date we haven't been given a firm answer on how to fix the situation. Mr. Long: Who is the individual that you're talking to that won't respond? Mr. Hull: Oh no, they're responding. They're just... multiple people (inaudible). I don't know what the issues over there. I don't want to point and blame fingers. Mr. Lonz: Over there? Oahu, over there? Mr. Hull: Yeah. Ms. Griffin: Thanks Kaaina. Anything else you've got to report to us? Mr. Hull: I think we're good. Re: Discussion of historic properties /structures located within the Lihu`e area that are currently on the County of Kauai Historic Resource Inventory as possible candidates to be nominated to State Register of Historic Places and/or the National Register of Historic Places. Ms. Griffin: Okay, then the C.2. is about the historic properties and the consideration of.. . Apri12, 2015 KBPRC Meeting Minutes Page 25 Mr. Hull: Oh, yeah, sorry, I can go into that, too. So we had originally planned to provide you folks with. ..it's still open I think, and we kind of originally said to the Commission that if anybody had any individual properties they wanted us to begin to look at, and then ultimately the Staff would provide this body with up to three (3), or four (4), or five (5) properties to look at as possibly nominating to the register. After the last Commission Meeting, we found out that there's actually going to be a nomination training coming up on April 171', which all of you have received. We all felt that it would be in our best interest and be prudent to perhaps first attend that training and see various strategies before we actually go public with some names. Ms. Schneider: Could I make a suggestion that maybe we should get a plat map and put out buildings on the plat map for Lihu` e, you know, and see where they exist and maybe even build a streetscape of those buildings, so that we can present something to the outside, to the public, because if they were aware of the historic nature, maybe they would treat them differently. Mr. Hull: Mmhmm. Ms. Griffin: Sounds great. Ms. Schneider: And you have all the background (inaudible) of Lfiiu`e. (Laughter in background) Ms. Griffin: That's a good idea to have a visual representation. How many of you all are going to be able to go to the workshop on the 171i? (A.Schneider, S.Long, V.Wichman) Great, okay. Well then, we'll look forward to the May meeting to all be raring to go on the nominations. Ms. Schneider: Can I ask if you could provide us with the plat map of the Lihu` e Town area? So that we could... Mr. Hull: Yeah, definitely. Yeah, and I think at that time if in particularly, we haven't received any names from you folks, at that time we'll probably be recommending some names to begin to look at; or some sites I should say to begin to look at. Ms. Griffin: Great. Thanks. Anything else, any questions? Hearing none. Thank you Kaaina. COMMISSION EDUCATION There was no commission education. SELECTION OF NEXT MEETING DATE AND AGENDA TOPICS The next meeting date was scheduled on May 7, 2015. ADJOURNMENT April 2, 2015 KHPRC Meeting Minutes Page 26 The meeting was adjourned at 4:16 p.m. Respectfully Submitted, t arcie Agaran Commission Support Clerk Date: 011 at I Roo s ' C C I r; Il I I I1 II II it w ARCHITECTURe RESTORATION RENOVATION RESEARCH Mason Architects 119 Merchant Street, Suite 501 Honolulu, Hawaii 96813 MWI.rnasonarchxOR1 Voice: 808 536.0556 Fax: 8OB 526 -0577 90m PROJECT RENOVATION OF THE HISTORIC COUNTY. BUILDING 4396 RICE STREET LIHUE, KAUAI. HI. (4)36- 005:003 I O�- ' I I EXISTACCESSIBLE PA6RKINO5PACES 4 °I I 109 /30 /OS BID 56'T �� ` __..O...._ —.. -, .,IOF.ID9/a9 ._ flNAL SUBMnTAL _.•., ,, NEW fdARK DAIS DESCWF:ION ��I I o _ IssU - CO —AWN HANDRAIL aa t PROJECTNO: 0326 �QI I CAD OWC>FILL: A- 001 +002 S1a MnAw9 PLOTTED: Od as, 2909 -635PM F ll I OESKiNEO6Y: 66S I }�' _ DRAWN AY: ass, MZ, AS • 1 CHECKEO EY: am SHEEI XLE ` SITE PLAN A I I RICE STREET elazre , OVERALL SITE PLAN /� X0 01 �� SHEET 3 OF 91 2 3 4 5 NOTES: ARCHITECTURE rC- STORnTION 1. RAILING AND COMPONENTS SHALL BE CAST BRONZE. 85-315 ALLOY SATIN FINISH, UNLACQUERED_ RENOVATION 2. RAILINGS AND HANDRAIL BRACKETS SHALL BE CAPABLE OF WITHSTANDING EITHER OF THE FOLLOWING LOADING RE3FARCH J CONDITIONS WITHOUT EXCEEDING- THE ALLOWABLE WORKING STRESS OF THE MATERIAL AND WITHOUT PERMANENT Mason Architects D • .................- O '-- • --' -' - DEFORMATION: (1) A 200-POUND CONCENTRATED LOAD APPLIED TO ANY POINT IN ANY DIRECTION (2) A SO -POUND PER LINEAR D FOOT LOADING APPLIED PERPENDICULAR TO THE TOP RAIL, 3. SOCKET GROUT: NON-SHRINK GROUT FOR HANDRAIL POST SOCKETS SHALL CONSIST OF AN INORGANIC, NON - METALLIC, PREMIXED GROUT WITH AM1NIfdUM 28-DAY COPhPRESSIVE STRENGTH OF 4.000 PSI. 119 Ni9yohant S(reat, Sulle S01 Honolulu, Haw Cu 05013 wrnr.masonarch.wm Volm 808536 -0556 Fax; 808526 -0577 _ _ - -- - I - -T �IIL.tJ -STRENGTH 4 ..•... ELEVA1bN 13' -2` Ffl _ - I .... • .< m: rL 7 - - • -•• -• ELEVATION 0•--0• ..... .... — 3 -- -NEW BkON72 HANDRAIL -° I ELEVATION I •- c °�YYbumy awom, " ^ =Y(`A nxrun u: pejcd° TDufvd IXm OS mislbE BCSm� EXST CRY PROJECT I 1 �COLUA1N �— BRONZE VERPCAL 1.64 TUHU>AR 4' _ -- EXST CONIC tlN END BRONZE POST. hi=fA! DECK'G J.G.3WUk �JJJ BRONZE POST I FLANGE 4 EXIST. t. -t / zv -'F a— - — — - - - -- - -' 1 .:�.', ,.: J.I :: HAItBRONZE •,5• L: • .•'. -•••.: Po .IC —A ,,.1 , ' I'.:..'..:.�....:•�:';:.".., t .' B .O .� P•7 N RENOVATION OF THE HISTORIC COUNTY BUILDING 4396 RICE STREET LOHUE.KAUAI.HI. (4)3.6- 005:003 EXTERIOR HANDRAIL DETAIL -- - - - -- — — I� I _ EXIST STAIRS /L HANDRAIL nT ENTRY V ' 1' Y ?" M110.W< OATS DESCRIPTION ISSUE. JG K51 W FANGF. • -^ - BRONZE_ ..._... BIN I I E1 OONC WALK I I — OR STAIR a. °•:, ^^ 1�' 3 "DIA CARE FUR r r ) Eh ^.BEDIf.EkT OF POST: FILL WITH !""jj _ 1 - --�J'I NONSHRIN% (I i 1 i —I I I I I I I I- GROUT I LI I_I 1 -I L—.J ly w BRCU).F. POST, T'P SATIN FINISH =.G. BRAUN, SFLTA FORGED LAIhB'S TONGUE, SATIN FINISH ty. J,G SRAUN BRGNLPHMgRNL R'HSBS9.0 BRONZC CHPtiNEL, t ^x tY+'x1F BRONZE HANDRAIL �\ — \l ` I •- -- A 1 I - I - , - - _ - -_ - -_ - -� _ PROJE CTNO: W28 - -- _GAO UtV' F PLOTTED: ILL'• Afar 2.20 U -9:21A I,JPL.N, n DESIGNED BY: BSS DRAWN BY; BSS SHEET TITLE1N2•SO NEW HANDRAIL AT ENTRY PORTICO PLANS, ELEVATIONS, DETAILS n POST EMBEDMENT `n', 3'.1•i' 0= �./ ReFyaw:w,D, )Yn�..�D. U•.9 n BRONZE VERTICAL END L1-{L/ .RAIE r'a,'d D _�• b• ,• �'/ v.6s uLV PROFILE A3 9CNL NLI_uff D Mace MY.h DETAIL h'� iL'NE ,:�•f; PLAN AT ENTRY STAIR ],• (. 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KAUAL HAM CONSULTANT ARCHITECT: GRAPHICS_ MITSUNAGA A ASSOCIATES, Inc Ti DwfgrfNg Ccmpmry 747 AMANA S1HEEf, SIa -E 716 !259 S. BEREMN St. SUrE 75 H•NIOLULU HA117M1 96814 HONOLULU. 40M. 966;4 PH. NO. :2C6: -9k: -7682 FAX. NO. (208) -948 -2553 CIVIL* MITSUNAGA A ASSOCIATES, Inc 747 AMANA STREE. SUITE 216 HONOLULU HA'NAII 96814 PH. NC. (806)- 945 -7652 PAX. NO. (8DA) OL6 -2505 STRUCTURAL• MTTSUNAGA A ASISOCIATIM Inc 747 AMANA S1RELf. SCI7E 216 HONOLULU HAW'AI 96814 PH. N0. (6J6) 94 7692 !AX. 0. (808)-946 -2553 MECHANICAL: MITSUNAGA A ASSOCUkTFA I= 747 ANNA STREET. SUTF 216 HO %OLUL'a T91'0A9 56614 P4. NC. (808 )-945 -7662 FAX NC. (808)- 946 -2563 ELECTRICAL: MITSUNAGA A ASSOCIATE$ Inc 741 AMANA STREET, SURF. 216 HONOLULU HAWAII 96314 'H. NO. (808)- 945 -7382 W. NO. (808) -946 -2553 ENVIROMENTAL: EKVIROSERVICES A TRAINING CENTER LLC 505 WARD AVFNUF., SLICF 202 HOMAaLV, HARM, 96614 PH. NO. (609).830 -7221. FAX. NO. (808}839- -4455 WATERPROOFING: ALLANA BUK:K L BEN% INC. 7O7 RICHARDS STRT= , SUF:E 635 HONOLULU. HA'NAIi, 96813 P4. NO. (608) -538 0!15 FAX. CO. (606)- 536 -0117 MO APPROVALS COMMROL. nj CAT: DEPARTMENT CF ACCOURTWO A CEPERAL SrINI ES SIA.fE OF HaRNI PGR.:C. WORKS ADM WSIRAIOH ...Gi'.E ... —_. DEPARTMENT OF ACCOUNIING & O_NERAL SEMICES SO}TE OF HAVW a we ,�� „y�5 NiIVfi6Y,.% CEPT.OF A000JNGNG B GENERAL SERVICES OM1'3ION or PVBN[ NORMS vAr. or PmAii FORMER LIHUE COURTNOUS_ RFN0V050'ION5 LAIUE KAUAI HAPTAI. TITLE SHEET, IBIANU MAP, CONSLUANIS 66'SUNACA S AS,, %, FMC.: •�.•,n + -,A „" ,t 9R is < —w9697 T -1.0 ,o G .� .S1 w,. x.. O4 /)s 14 « 153 vnz m nm N O J 2 / G a H z {3% CFVNICAL EQUIPMENT ENCLOSURE, SEE 9 STAGING AM AREAWAY SHEET B/ IT I, SEE A/A -9.2 O � QJ , a , y� ��A PROPERTY LINE SEE SHEETS A -I.R SERIES FOR DEMO.BION PLANS. UMI STREET SEE SHEETS A -2.% SERIES FOR NCR PUNS cl /�z� f EIUSTING STATE EMPLOYEE PARKING LOT 2 -6 % (69 STALLS) PL•N MCAril SITE PLAN __ ... SCALE: 1 - +3Vd' ARCHITECTURAL LEGEND REFERENCE\ NUMBER Y L -- CROLNE REFERENCES— - NUMBER 1 TITLE DRAWING DESIGNATION / TITLES Sol SCALE.I 1 DETAIL A -101 n -wl a -m, 1 -10 riwv xomn NORTH WEST 4 EAST SOUTH A C D NT O�TY' 9 CO L BC D lu "r W I01 l 01 CEIUNGJ `GERUND HEIGHT MATERIAL moH xlwc ROOM RM NUTEFATEFA� ['I+ L�9 mow acw MATOR.NE r., BUILDING SECTION / SECTION WALL SECT.UN 1 i, INTERIOR ELEVATION DESIGNATION DOOR TAC SEE SHEET A -6.1 FOR SCHEDULE WINDOW TAG SEE SHEET A -6.3 FOR SCHEDULE LOUVER TAG SEE SHEET A -6.4 FOR SCHEDULE PARTITION TAG SEE SHEETS A -5.2 AND A -5.7 FOR TYPES 3ii1!�R14=•r1r9lLro ROOM TAG SNAOED PORTION IS SIDE CONSIDERED TTITFTUT7i . REVISION REFERENCE ONLY MOST RECENT RI:EVIhON SHOWN CLOUDED TYPICAL DOOR AAMB CONDITION (UNO) WALL LEGEND LEGEND __._...... DENOTES EXISTING WALL TO BE REMOVED _ DENOTES 0OS7INC WALL TO REMAIN DENOTES NEW STUDWALL PARTITON AT NEW FLOOR PLAN C� DENOTES NEW SOUNDPROOF STUD'WALL PARTITION Pllp= DENOTES NEW 6 CHU WALL SR DENOTES NEW B CHU WALL i GRAPHIC SCALE 31 TS' 0 b: fi0 I• =x' 0 0 0 -- DENOTES PATCHED CONCRETE WALL DENOTES EXISTING CONCRETE COLUMN DENOTES PROPERTY LINE TDEPT. OF ACCOUNTING& GENERAL SEHVICES Avl?NA or FunLP. wows SATE ur sMvNl RE`OVAAONS SITE PLAN. ARCHITECTURAL LEGEND __._...... WTSUINt£,w1 u ASSOC., INC. +�, � � • ...... ^• �. A-0.1 CT SR — VIVO_ CA) C; CT' C C�) O • II I I I I I I I I'I I I I I I I I DENOTES ARM WHERE CONCRETE I I I "'.... SUR 70 BE �VWCUr AND REMOVED AS Ii IC UIREO FOR NEW rRENCX ORR 1110111 ARC-`p WKERE CONCRETE r.T_ SLAB TO DE y+WCUT AND I':::.: ":1 flENOVED L TION OF NEW DENOTES A�p WHERE CONCRETE - `;� SLAB TO BE BAWCUT AND I� 'T REMOVED ( TION OF WINE FILE STGRAGE AND NEW DRAIN i UNE) SEE DEIAO NOTES -�- - I o-! VCr vcr T A FROM WINDOW G- I F - -- A .1 NVI DENOTES AREA WHERE) VCT CONCRETE SLAB TO BE r L I ILI SAWCUr AND REMOVED P.. ' + /�(LOCA' ON OF NEW CATCH A I _ - - VCT V . DENOrE5 AR WHERE CONCRETE I STAB 10 BE SAWCUT AND I ; REMOVED (LOCATION OF M081LE A- - - - -' FILE STORACE)fSEE DEMO NOTES DEMOLITION E CI Crl r) 7 < U p REMOVE ST DWALL CH H NMI O REMOVE ODOR, FA0.ME, HARDWARE, ETC. ROCCCURS, WINDOWS, ANDY WI W REMOVE Eml : I I I O PARTITION, ACCESSORIES, ES, ETC XIUR �—{ OE REMOVE SHELVES, BRACKETS, ETC. I I I I REMOVE CHAYLRK FENCE CATS ETC. W O AREA T : T O REMOVE CMU WALLS AND CONCRETE SUB, SEE SIRUCTURAL. � , r._� _ _ Ill _ i &f_ _ ...,I_....(_ _ I _ — ...... _ — _ _ _ _......... _ HO REMOVE PORTION OF CONCRETE WALL FOR NEW OFEININC, SEE STRUCTURAL. F NOTES AREA WHERE CCCq��NORM $U8 To (E SPINOUT ANij I OJ REMOVE METAL HANOUL. MOVED LGTfOWN OF MILE - otO -ct,q� I-1 FILE STORAGE AND NEW WASTE NNE) SEE DEMO VOTES O REMOVE PORTION OF GNU WALL 10 FIT NEW STAIRS. 17'_ • :: - 'X6�.- T,�- -n ! Y o RiMl WOOD RMUNG, GATE, ETC. B ; FT I �•� B I - -- ................. A IT p -VDT - x VI ��, T ITI B IIJ zN � =a- cr 1w I OT 81 Aa VCT C B r' B • " "��A'41; A r IVCrI rr rVor� ... i __J CONCRETE - — - — < > REMOVE PIASTER WALL. ` HEN PLYWOOD v FROM DOW O REMOVE JUDGE'S BENCH. WOOD FRAMED PLATFORM, RAMP. ETC. VCY I �E OO REMOVE STAIRS AND PLATFORM. P REMOVE W000 iTRiUAFD ,FIAT STAND. REMOVE PLYWOOD FROM WINDOW O REMOVE LOUVER AND FRAME. I e -ea== F= == _ -/ -� O REMOVE CONCRETE SLAB ON GRADE. r-(A j VCF }T OS REMOVE MALL PANELLING. _...8r4— — _ O DEMOLISH COSTING FOORNC, SEE STRUCTURAL ACT' •• I SENSES AREA WHERE CONCRETE OA A _ TDEN TO BE SAWHER AND O REMOVE EXISTING CONCRETE CURB, PATCH AS REQUIRED ' CARPET E__.____ Ju CATCH )CATION OF NEW . _,. - T I^ I /� OY REMOVE EXISUTNC WINDOW AND WOOD FRAME V`T A H. DEMOLITION NOTES RENDVE PLYW E. REMOVE ALL B/SEBOAROS ON WALLS AND COIUMPK, A > I FROhI- WINDOW ' �/ 2. REMOVE FLOORING THROUGHOUT BASEMENT LEVEL, UNLESS NOTED OTHERWISE. SEE PUN FOR EXISTING FLOORING. FOR y--- - -- RESILIENT TILE ILOORING, REMOVE THE MASTIC BELOW THE TILE WITHOUT DAMAGING THE FLOOR SLAO. WHERE MASTIC CANNOT BE / T REMOVED, SMOOTHEN FLOOR AS REQUIRED TO INSTALL NE'W TEE. ENCAPSULATE ASBESTOS CQmTAImNa; MASTIC THAT WILL REMAIN IN :MOVE PLYWOOD 07' O> A) PLACE IT IS THE CONTRACDFR'S RESPONSIBILITY TO PROVIDE THE MEANS NECESSARY TO PREP THE FLOOR AS REQUIRED FOR THE IOM WINDOW A B INSTALLATION OF ALL NEW FLOORING. 3. FOR RESRWOM FLOORS, REMOVE TILE FLOOR AND MORTAR BED. RHILL DEPRESSED SUB WITH CUNENTIWUS PATCH MATERIAL. A) _ I CARPET PROVIDE A FINISH FLOOR SUITABLE FOR THE INSTALLATION OF THE KIN FLOORING. A. WHERE THE EXISTING SUB IS DAMAGED OR IS NOT LEVEL, APPLY A CEMENUTIOVS PATCH MATERIAL. PROVIDE A FINISH FLOOR SUITABLE FOR THE INSTALLATION OF THE NEW FL001pNG. S. PROTECT HISTORIC WINDOWS, WINDOW FRAMES, WINDOW SCREENS. DOORS, DOOR FRAMES. AND DOOR TRANSOMS TO REMAIN V FROM WAGE FOR THE DURATION OF CONSTRUCTION. DENS ES EA WISEiE B. WITHIN THE BUILDING, UNLESS OTHERWISE NOTED. REMOVE ALL UTILITY COMPONENTS THAT ARE ABANDONED. INCLUDING BUT NOT I �l CONCH STAR TO BE LIMITED TO PINS, CONDUITS, ELECTRICAL BOXES, FIRE ALARM COMPONENTS AND ME04ANICAL SUPPORT RACKS. K A T ` -I SA Or ND REM` D 7. WHERE THE EXISTING 516 IS REMOVED, REMOVE ALL ABANDONED FIFES, CONDUITS AMID ANY OTHER ABANDONED UTILITIES THAT - LOCAR OF NEW FLOOR ARE EXPOSED. GUNIJ 8, SEE KAZMAT REPORT AND SPECS FOR J TINE LOCATION AND REMOVAL PROCEDURES OF B. PLUMBING LINES TO GE PLUGGED DURING ALL DFMOUTKXN TO PREVENT DEBRIS FROM I I I I I NORTH A BASEMENT FLOOR DEMOLITION PLAN ;� L" To AB GRAPHIC 5 C A L E SCALE: Nrv' . T-0' -- WEST L� FAST D VICE. B ��fi' SOUTH GO D BC 1 /a• = I'_D- psrt a "I` ll I;`a OFPT, OF ACCOUNTING 8 GENERAL SERVICES DIV 510" OF euc:IC WO .i STALL OF HA II _._ FOFNE -< L�HUE C0:1F<T:•I0USF R_NOVATIONS U"J- _ KAUM HAfWN :EASEMENT' FLOOR DEMOLITION PLAN NIESUNM'r'. & ASSCC., r INC.' Raw A.,..,.,o. ..,. PT a .x SN' SD- CK A -,A '^ C, ;rte n, SR. 19 W'33 III, REMOVE EXIS PLYWOOD BAR R ti — l4� — PNNI E ON ALl STAIRS -- , lAl I 1 \ I Y ITT --" DENOTE5 AREA MERE IULT -W'T CONCRET -E GROUT fQA E) CERAMIC TILE TO HE OVEQ I I DENOTES AREA WHERE CONCRETE ;'. SLAB TO BE &AWCU7 AND ; REMOVED AS ilEQUIRED FOR NEW I TRENCH [[ Qj� A i T.. nlE5 TO AREA WHERE CO REFE _;1 BE SAri'CUT AND I I.., REMOVED (LOCATION OF N 1_, ELEVATOR) I I �1 REMOV< TSTNVCT. f< L >41 11 i CARPET ., YCT� {E 8 � it A A it B A X_y ,t.___I Ch4PE[�I E CARPET VCr r'I I CARPET � 0 1; �1 ; I II I I I REMOVE FLTWIXIo I I I �mw III I I : I I I ! I I cr �_ := ra��4�4• i i J M M 7. A Ii.— ffNpTLS EXISTING WALL TO y� II GPAEr T I ; vcr CARPET..., u..CaRPLl -' A IyA , S Woo M -` „ _ t ' , T.�/ CARPET �T , _ _ _ _... __. ..._.. -v EXISTING OCTAGONAL _ �, ____ _y, _ _ _ ..... DY PWIfR WALLS- I. __ M M • • —{ E ANP 6A$ 0,4fl0 f0 — — — N — R 'B" _. RENNIN � .M at REMOVE SHELVING, I t == =_= S P) DUCT AND CHILL I• - -'` I � A.4 J WATE PNE5, PATCH B A B (O }\FL00 S <�g} I �� R MOVE ME li O YCf REMQVE�% PAINTED SU )` I�i-, I �AV I I B' B A —B ALL STAIRS ._'.L_ 7 �j L II I F REMOVE PIPE, :g= 1 I (` REMOVE LOSURE 3' F___- m• . iMOVE "�/ *+.: . "T,'- ____ M1SFBOA�R�U��.I�' -O- o -. - - -- )ATCII WAIA_G Fl l vtr all vcT all i VOT I fl� j I REN OVE EXI5``NG - - / -• -' YWT.UO BARMEN I I REMOVE EXISTIN'C Y I I PANTED SURFACE OT PL STAIRS �...L....__� FIRST FLOOR DEMOLITION PLAN SCALE: 7;8' -110' -F-r- I I , , I I I � I NOR A �' MONTH PA DAB CAAPHI Fi SCALE ® WEST LEY EAST 0 B g i8• SOUGH CD I /B° e V-0, OREMGVE STUDW'ALL OREMOVE DOOR, FRAME. HARDWARE, ETC_ OREMOVE COUNTER, CABINET. SINK MERE OCCURS. WINDOWS. AND WALLA OREMOVE ENTIRE RESTROOM FIXTURES, PARTITION, ACCESSORIES. ETC. OE REMOVE SHELVES, BRACKErs. ETC. OREAM CRANUNK FENCE, GATE, Ere. OREMOVE CMU WALLS AND CONCRETE SLAB, SEE STRUCTURAL. OREMOVE PORTION Of CONCRETE WALL FOR NEW OPENING, SEE STRUCTURAL. OREMOVE METAL HANDRAIL OREMOVE PORTION OF CMU WALL TO FIT NEW STAIRS. OREMOVE WOOD PNUML CATE, ETC. OREMOVE PLASTER WALL. OREMOVE JUDGE'S BENCH, WOOD FRAMED PLATFORM, RAMP, ETC. OO REMOVE STAIRS AND PLATFORM. OREMOVE WOOD FRAMED JURY STAND. OREMOVE LOVVE]R AND FRAME. OREMOVE CONCRETE SLAB ON GRADE. OIEMOVE WALL PANELLING. IQ IR X, > DEMOUSH EXISTING FOORNG, SEE STRUCTURAL OU REMOVE EXISTING CONCRETE CURB, PATCH AS REWIRED Of O REMOVE ODSTING WMOW AND WOW FRAME DEMOLITION NOTES 1. REMOVE ALL WOOD BASEEOARDS ON ALL EXTERIOR WALLS. 2. REMOVE WINDOW WOOD TRIMS EXTRUDING PAST WALLS ON ALL EXrRIGR WINDOWS. SEE DETAIL A/A -6.3. PROTECT HISTORIC WINDOWS AND WINDOW SCREENS TO REMAIN FROM DAMAGE FOR THE DURATION OF CONSTRUCTION. 3. REMOVE FLOORING THROUGHOUT FIRST FLOOR, UNLESS NOTED OTHERW6E SEE PLAN FOR EXISTING FLOOR. FOR EXISTING RM(Nr TAE FLOORING, REMOVE MASTIC BELOW TILE WITHOUT DAMAGING THE CONCRETE FLOOR. WHERE THE MASTIC CANNOT BE REMOVED. SMOOTHEN FLOOR AS REDUIREO FOR THE INSTALLATION OF THE NEW TILE. ENCAPSULATE ANY ASBESTOS CONTANNG MASTIC THAT WILL REMAIN IN PLACE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE MEANS NECESSARY TD PREP THE FLOOR FOR THE NEW FLOOR FNISHES. 4. FOR RESTRWM FLOORS, REMOVE TILE FLOOR AND MORTAR BED. INFILL DEPRESSED SLAB WITH CEMENTIDOUS PALELY MATERIAL. PROVIDE A FINISH FLOOR SUITABLE FOR THE INSTALLATION OF THE NEW FLOORING. 5. WHERE THE EXISTING SLA9 IS DAMAGED OR IS NOT LEVEL APPLY A CEMENTIIIGUS PATCH MATERIAL PROVIDE A FINISH FLOOR SUITABLE FOR THE INSTALLATION OF THE NEW FLOORING. C PROTECT EXISTING HISTORIC DOORS, ODOR THAMES, AND TRANSOMS TO REMAIN FROM DAMAGE FOR THE DURATION OF CONSTRUCTION. 7. WITHIN THE BUILDING. UNLESS OTHERWISE NOTED, REMOVE ALL LRILIiY COMPONENTS THAT ARE ABANDONED. INCLUDING BUT NOT LIMITm TO PIPES. CONDUITS, ELECTRICAL BOXES, FIRE HARM COMPONENTS, SUPPORT RACKS AND MECHANICAL SUPPORT FRAMES. 6. SEE HAZMAT REPORT AND SPECS FOR THE LOCATION I AAp REMGVA:. PROCEILUP.ES _ �..... . 9. PLUMBING LINES r0 PCD--j I PERIMT CCMXRNTS F, /13 ./'21/151 PLUGGED WRING — — „� v' DEMOLITION TO PREVENT DEBRIS FNOAI ENTERIC#. I SEM:R. DEPT.OF ACCOUNTING, aGENERALS= RVIGES I,iMM o: wMJRI(s 31ME OP r IVSi6mM FORMER LIIiUF. C0UR'IH06SE RE <0`fA'TIO \S JiiDE TNIA'. _ _ HAWA1 FIRST FLOOR DEMOLITION PLAN , M ISLNAGa & hS50C, II +C. ..,...: +� �ro PT m w SW 6A 17 -0697 A-1.2 nMA Ir hli M A T SIT 3.m 20 : C G O I III II I I I I I 10..... . -- I I I I I I I DENOTES AREA WHERE COIICRETE SIAa TO BE SAWCUT pNp' I\ FIEMOVED (LOCATION OF NEW I L.._J ELEVATOR) I I I I REMOVE ClLLT..IUNG— REMOVJq LIGHT — TILE. TT II L FDCURE TYPCAL Eli 9 I TT , „�.. REMOVE. UGH[ L 4 FIXURE, TYPICA' -_, •i_r• H.I I I Lhrw4,4.`•.r•�Dt C7 �S I C, rl I :Aiif i I ` -r4-F• C; m I�.A�3 F f * 1 }... -- �....� ..... i Ij REMOVE CEILING ill., TTPICAL I I i I I r- I I I I I I III Om III I I I I I i _.. I REMOVE LIGHT FXTURIE. TYPICAL It I I I I — ....... . ..I .... II _... ... _ .__ Imo...... _ J -- I 11]i _ ` -8 i I REMOVE LIGHT �I' I ; 3V i:: �11 A�L'.FJ'"1�.: � RpifURE• TIPIGL 0 REMOVE LIONT FIXTURE. TYPICAL I _�- 7 BASEMENT FLOOR REFLECTED CEILING DEMOLITION PLAN SCALE: IA' =1'-0' _ I I IIpI I III I I I I I n fl NORTH A KaA H DA AS G R A P H I C LG- .A..LE ® XEV f0 WEST EAST 0 8 0 9 IB• lEV LEV > wz! % ;0 .• sour CO G ec /a' = J'-o' OEPT.OFA000UNTING 8 GENERN. SF.RVICfS mi 1 Ol PUEJr nC s OF Kftll FORMIi R' UHJE C0JRT:-10USE R= NOVATIONS VAJLMLWI YLUI:'K KIIIJLUI;U GHLPIG UEMULITUN PLAN ,� a... S1 'FL�.. m mNldS n vr. nal 21 BW .... ... ..._ N/23/10 T ` Y `r `i' r `i' Y I V 1 I I 1 I I I I LTYE EX.VL EXISTILIIGHT I TQ2 C PO 3AIN 11 I KKK PIyUrTE; I I I I I CEY NC, CA; NLy CAJ, CEMOVE CEUMG, TryIt,GV �I•—• I I F MR RCMAV[ C"ILkIC TILES AA01 PLASTER rf i p IG CEGNG Brh_GA Itfal- nPA;AI I I 1 I"} AENOYE GAL 1s� tiEIL11G T1 :LAL REMOVE CEILING IRES AP PLASTER GOING �EELOW, -I ' I TYPICAL '- ' { } 1 REIAOY[ C LIND TYPICAL i I I F N POW R TILIES ANC PIASTER P, IF CEILING D EyC-'tq E cWREACYE LEIJNC RMOt CEILING REMOVE PLASTER }H H TE$ A TRES AND + :, T TYPICAL AND AS1HCEkING G °LANG OE CEILN^ 3EJ7W, I, + B_r j t Hf! i-i{;{ - __�y(y,L 'I II I'I II li II' REIAOAE CEILING r_� {h •++�-h y f� TILES) C PLASTER �i k{{ • r{. �k " + -l-F+• rb , FIX'UPES, IYWCAL CDUNC e3oV{ i+{, ❑ [:iS[7 E;.� i, .. ' : 1 #1 TYPICAL Fr .'NJA �T�_ _ � _ ITT I �} { }.. { }}. 1 { Is 1.. E : �•• CEL��IfffC MI -. I L ._. .� I-I C_. I. P. REMOVE UGIIT •1L - ,..T E:'} ]. - _ ISTIN A - P.XRMiS, TYPICAL i i h 'T.iiH - { h� 9 �' t h immiu � i r" ��711: '� - -j - .rrrer+ ' f • eN- rtiI �•e - rt I r .� -T 1 _ yyF • I $ u * L \ ;REMOE EXNC� L REMOVE EXISTING r� LIGHT 1j (( PLMUVE PLb Efl REMOVE PUSVER L }F:.'..Ji :� h i}+ 'ij : {; Ir I I i I' i ICEIUNG, TTI i.A' i I i I Ir- (R, CEIUNG nflCAl 7 1 -- `�• -'1 - E YNG TA AI, ? EXISTING FIA$ILH CS)— f7O-Cy'•_'IASCR .l - a a + -.- r - rI INGIG�FJAiN / L_IUNO IU REMAIN • e u R' _ .. CGLIVG. TYPIGL I I REMOVE PLASTER CEILING. 'YPICPI. REMOVE WSIING LIGHT a RJAbtE IRS J- 1 ¢ �C. I,. REMOVE LIGHT FLING PI (f FIXTURES, IYPIUL REMOVE 1%A5T'R l ] Sa 5 S S CEILING. TY PICA t.. F i h h ` 7i_S "7 - RcM1IOYE PIASTER REMOVE IGKT•^•• -- .! :. /T 1 B �Y� L_y i. _ .V'i'i i - F {lld_tllf'{i IL'_ 'ii_::` . I CHI INC. T`PIGAL EXISTING DEMOLITION NOTES I. WIT IIN T.HE ATI1C SPACE, UNLESS On BRA SE NOTED, RBAOVE ALL UTII IRES T.-IAT ARE ARAT.DONED, RLCIUDI.NG BUT NOT LIMITED TO DUCTS, PIPES, HANGERS, CONDUITS, WRING. AND ELECTRICAL BC %S 2. TFE CENTRAL OCTAGONAL WOOD COLNG AND PLASTER WAIIS ARE TO REMAtI. THE CONTRACTOR SHALL PROVIDE ALL MEANS NECESSARY TO PRESERVE THE CEI4NC AND WALLS IN THEIR EXISTING CONMiV EHE CONTRACTOR SPA. KPARI ANY CFMAGE TO THE CEILING AND WALL$ TO THE SAIS %ACTION Of THE S -ATE, AT NO COST PC THE STAIE. . ._. _.. __. .. - e.- . -.... ...: _• _ - — _� fiEAlOYE CEWNG flEMOVE PIASTER 1 REMOVE LIGHT I I UTILLS ANO PLASTER I REMOVE %A1'ERI I 1�� RET/OVE LIGir �v PLA"TER C(IJNG, „'MEAL F.XR/EMOVE PV I I CPLNVC BELOW, I CEILING IYF.CAI. 1 R1^'S ANJE LING R S'jl Cc. uIMG TYPICAL 1 E P-�IIJ. nPI:A CEILING, n I rI I I 1 GI)LLING BELOW, I I 1 I I 1 I EXISTING PLAWR 1 I I I I - - -• -•- - ......_._.. CEILING TO ERWIN I I V 1 I 1 I I I I I l DEPT. F ACCOUNTING a GENERAL SENVICES - nVlsS1 er P HA We :uLs sw¢ a nmw FO=.k1_R LIEU[ COL'RTHOJ18 --- RENCVAiIDN5 NORTH A MST FLOOR REIL -'CTED CEUNG CEAICR]TiON TAN FILM DA Afl NoRm y_P_p. F H l r A ._..._._.. /�� K=Y KEY - S C L F- 6drUHtfA d A;SOC., INC. .._....e wm,: •... .. FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN { ti WES' T EAS- D INT. c" D s' TB• y .............. U a , SCALE: 1 /B' :nW � •. 1, • =T : "' a. cry GN- :J -DSI' LLV �i Co .._ .. ..... SOUTH C U s H L f 43' -03 I I I I III III I I � II 1 I 1 1 a 1 I 1 1 1I I I I I I I t I I I I I I I I I ... ES 'PAL N'A'ERPROORIn �; F ME1MB BLOW' GRADE, SET. it I CE'4L A -9.6 E FLED N , l 9 JAN " E I I 1 _ 1 ] V OENOT S'NALL HAI I I lRTA DENO Ea WAT- R ?flCOP.NC 2' _E'�giCSSED �' 4 I I mAJCHEO AREA N'•TES AL MEMBRANE BELCVY CONS. fE SLAB I -a A. F 'v 0� 1 I , EBRIS. GRADE SEL O IAA 1 I` .n �: `'�, 2 DEPRESSED OF I.5 A/A o g aA A/4- ��fr CONCREf SABI J 1 I f/f /� r R . M ( TED 17 �.ERW SE u K LJ hlEVATOR ko _ _ I I B NA•7.] 99380 MIN pL F4CO WET�flE��NCE AM n - Vow ��Iial_F�711 OVA-7.6 RR2 ROCIA FILE RAI ] ! ]R19P iPi] flP VW A W 1 ACOI SSD KAUAI ACCS 1,157 SF I H A021 FC- ROOM K�- 306 5F El I— 1 I I F-A LY GU 11 IOU 1 I I PI — 3 I �I Piel DANCE CENTER UAI gEgg I I 4 - T WYEPYIE'A- =7 BASEMENT FLOOR ROOM SUMMARY iOOM p ROCIA EO.0 AREA ryT AR ! BOON P' RCOM - - - VW A W ACIUAL HEI f•RJ ACOI SSD KAUAI ACCS 1,157 SF 1,047 SF A021 FC- ROOM 533 SF 306 5F A1002 FILE ROOM 325 SF 129 SF A022 MEN'S RMSTROOM 120 193 SF 193 SF AW.lg CONFERENCE ROOM 156 SF 197 SF A023 WQAEN•S RESTROW ACWB INTtMIEW ROOM 0 SF 102 SF AD24 ELECIRK.AL RGOM 105 SF O.OD4 3E>SD WM 596 S= 583 SF A025 CORRIDOR 1 454 SF ADDS NTERVfEW' ROOM. 91 S.- 96 Sr A026 CORRIDOR 2 AD14 431 SF ADO6 t NOT USED A327 CORRIDOR 3 130 SF A007 AGOB WAITING AREA ___. CONFERENCE niERFNCE ROOM SI SF I9G SF / A•326 ... ! CORRIDOR 4 _....... - 81 SF 390 Si 360 SF P029 j MECHANICAL EQUIPMENT ROOM PHAO ill 836 SF A009 INTERVIE'N ROOM 91 S7 8a SF A03U ANITOR ROOM r. I0. SF +IRIS- /PLAY ROOM 91 5F 104 5F A031 ELYATOR ROOM 23 SF L° I TER RAI eE5 @o IN �' �' NG� II H „o :"j1 TYP. UNLESS ' �•V I ; " r..-,_ x 1 �iud• :r sF I WIrF`1, .: _ .- _ n NOTED OTHERVflSE SSO KAUAI n Ices. H:M I 1 A N N we; � x • "'°y' -y' � ORB.^.InYR ] PSYCH SPEC a I ^ C mP _. I,M19i — I V F L NM. I T, UNLESS x I I I I 1 I I Y%, H._ ORR ue 9F _x. ]TED OFIIKR?smE ' (1 li DENOTES WALL Yf4TERPRCOFBIO ��@9q WE CNCCRM � o Lam--- - 1 l I T'µl " I x I I CCM I x w� 9 SF 7P TI PBYCI I DETAIL MEMBRANE 0.89.5 /l GRADE. SEE Fl flIA jl < 1 9F ww CLINIC PSYCH W I CH v or C4 Is-s- I M I•l) I LI I I I M I v. -G- UNL CH _P ROOM M,NOTES OR'ERWISE A- S MF/BRNE Bk10 DRAW, 0 i SEE I FIAR A /A -9.6 1 419 I 1 I Y' - -- _ 1 A_g I AREMA - - - SF.E :"i /4_9.5 ` I I t I I 1 SEE A,/A -9.2 IEEE I II I I I I I I I I GENES NOTES STRUCTIPAL FOR IIFYI MAN AM) FIOLNOATION 'AORK. 1 1 1 I I ll I I I V APPLY A #ATER YAPOR}}IEMiSSION .-ONTHUL SiA:ER TO ALL BASEMENT FLOOR SLABS. SE I I I I I I 31 BEFFOREEWATERPROOFIN:I WSEMENT RETAINING WALLS, GROU- TKL HOIFS IFFT Y[$RE A,7.51 WN:0UIT3 AND PIPES ARE REMOVED. PREP BALLS AS REOUIRFD FOR WE INS-X -UJICN G.= THE REM '1WERPROORNG. 4. BEFORE CORING THROUGH CONCRETE FI OORC AND WALLS. Ilk COMTPICTR SI-AL SUBMIT COdINO LOCATORS TO THE ANCHITECI FOR R_ISEY'. NORTH A 5. MOLD REMEDIATI08: SEE GENERAL NOTES RI SHED T-1.2- NORVI B4 AB O S A P H I C S C Al F. 6. ELMLONG FUMIGATION: SET ^E`IERA: NOTES ON SHEEI 1 -1.2. "4. KEY KE7 7. TIME MOCULAR FUP.NMURE AND Ot FICE EQUIPMENT 5 ;ICWM ON THE FLOOR PUN ANE NUI N_ EW BASEMENT _FLOOR PLAN WTSr ?R EAST 0 INL B 0 5'_ a' A PART CT ?HIS WNIRACI MI) WILL SE FVR.ISRL� OY THE STATS. THE U)41'Af..'IOR E7 ITV 0 51 SFAL WORK Wi1i TH_ YURNO'JRE SVPFLIER AID COORDINATE DIE ELECTRICAL AIR; SC4L: 1ie•=1' -0• ,(1 COMM aYRR1G CG:'NIE•CFCNS TO TIE MODULAR PANELS SOUTH O3 O WO 1 /d' = I' -0" KEYPLAN ...... ..._ a. MO I DEARER REEAmOtIS 4 / ?S!Oi /I9/19 ��-�- i DEPT, OP ACCOUNTING & C ENERAI 3EFIYICE3 JMS:V IF RIFIHI NypxH A L IN IM" FCIRYIER LIHU= COU @TIIOUSr 'r 'c_NC`AIICINS - +ilt:;t41 5 A8]J`„ ?C '� n �., n•.d _ _W.nm A011 CLNZ4- PSYCHOLOOIST 120 SF 1:1 SF A912 PSYCHIATRIC SPECMSF 120 SF 115 SF YOIAL A013 CONTRACT PSYCH1=15T 120 SF 133 SF -I AD14 FAMILY GU'IVI%M_ CENTER KAUAI 1,740$F '1,551 Sr A015 PHAO ill W SF 82 SF rAR9 AOITi BRANCH CHEF '2O SF 118 SF i -_ TA-7.7 .....__ _ . ............. ��•••��'III� A017 FILE ROOM 585 SF 388 SF AOle STAFF ROOM 184 SF j ��tllll AO19 CONFFRFICE ROOM 312 SF 397 SF A020 BESSD KAUAI ADMIN. 579 SF 538 SF L° I TER RAI eE5 @o IN �' �' NG� II H „o :"j1 TYP. UNLESS ' �•V I ; " r..-,_ x 1 �iud• :r sF I WIrF`1, .: _ .- _ n NOTED OTHERVflSE SSO KAUAI n Ices. H:M I 1 A N N we; � x • "'°y' -y' � ORB.^.InYR ] PSYCH SPEC a I ^ C mP _. I,M19i — I V F L NM. I T, UNLESS x I I I I 1 I I Y%, H._ ORR ue 9F _x. ]TED OFIIKR?smE ' (1 li DENOTES WALL Yf4TERPRCOFBIO ��@9q WE CNCCRM � o Lam--- - 1 l I T'µl " I x I I CCM I x w� 9 SF 7P TI PBYCI I DETAIL MEMBRANE 0.89.5 /l GRADE. SEE Fl flIA jl < 1 9F ww CLINIC PSYCH W I CH v or C4 Is-s- I M I•l) I LI I I I M I v. -G- UNL CH _P ROOM M,NOTES OR'ERWISE A- S MF/BRNE Bk10 DRAW, 0 i SEE I FIAR A /A -9.6 1 419 I 1 I Y' - -- _ 1 A_g I AREMA - - - SF.E :"i /4_9.5 ` I I t I I 1 SEE A,/A -9.2 IEEE I II I I I I I I I I GENES NOTES STRUCTIPAL FOR IIFYI MAN AM) FIOLNOATION 'AORK. 1 1 1 I I ll I I I V APPLY A #ATER YAPOR}}IEMiSSION .-ONTHUL SiA:ER TO ALL BASEMENT FLOOR SLABS. SE I I I I I I 31 BEFFOREEWATERPROOFIN:I WSEMENT RETAINING WALLS, GROU- TKL HOIFS IFFT Y[$RE A,7.51 WN:0UIT3 AND PIPES ARE REMOVED. PREP BALLS AS REOUIRFD FOR WE INS-X -UJICN G.= THE REM '1WERPROORNG. 4. BEFORE CORING THROUGH CONCRETE FI OORC AND WALLS. Ilk COMTPICTR SI-AL SUBMIT COdINO LOCATORS TO THE ANCHITECI FOR R_ISEY'. NORTH A 5. MOLD REMEDIATI08: SEE GENERAL NOTES RI SHED T-1.2- NORVI B4 AB O S A P H I C S C Al F. 6. ELMLONG FUMIGATION: SET ^E`IERA: NOTES ON SHEEI 1 -1.2. "4. KEY KE7 7. TIME MOCULAR FUP.NMURE AND Ot FICE EQUIPMENT 5 ;ICWM ON THE FLOOR PUN ANE NUI N_ EW BASEMENT _FLOOR PLAN WTSr ?R EAST 0 INL B 0 5'_ a' A PART CT ?HIS WNIRACI MI) WILL SE FVR.ISRL� OY THE STATS. THE U)41'Af..'IOR E7 ITV 0 51 SFAL WORK Wi1i TH_ YURNO'JRE SVPFLIER AID COORDINATE DIE ELECTRICAL AIR; SC4L: 1ie•=1' -0• ,(1 COMM aYRR1G CG:'NIE•CFCNS TO TIE MODULAR PANELS SOUTH O3 O WO 1 /d' = I' -0" KEYPLAN ...... ..._ a. MO I DEARER REEAmOtIS 4 / ?S!Oi /I9/19 ��-�- i DEPT, OP ACCOUNTING & C ENERAI 3EFIYICE3 JMS:V IF RIFIHI NypxH A L IN IM" FCIRYIER LIHU= COU @TIIOUSr 'r 'c_NC`AIICINS - +ilt:;t41 5 A8]J`„ ?C '� n �., n•.d _ _W.nm A - -__ r6� �f: =[7:• IE: P IG� H) J (i F I III III I I f ld MEP' RR I . n 11�— �r�tllYY 2aoss 'I LB a� MEECH �yNKA yENT L FENCE fNCL SURE, SEE I I � p ° j ° 74/A -9.4 r� l I I1 "�. „ —r •,ul�::.:.� ! 1 I� I I (N; T @ENCH —= I I 9ONFERENCERM fE 1 a J ORI a J I 4+ 1 I J I ¢n NO _ I � I, I I_ �_.fi •�= I I I Q vL VII 33A j - III I I A I I � •• Ip \ x L. I 1 1 F SSO i0VJA1 EAST IMU I °l J . —_ 1 4 TEl OM 14 I I II s - EL TOP ° a,:a I 1.=sF 1 „i- •a. a�+.,a. BE DNAUAIWF.STIMU FEEx I I I I l,N,AIT (� I J col rtnL�n _— _ �A 111 .Y TIII � 32 sf 4 1z.o E. D I I l y 1 PUBLIC 1O88Y I I J I 1 n J - - xrsxlsts JANITOR •v , Aae l �, 1FyB1G IN 4 I� I f I ::,. I Ixs ST I 1 1 1 I N I I -o'*v xl t u. STAIR 5 03 insi g'� � FLIE PM v�a.T I I 1aJ. I I I ,u x J ausr BESSO KAUAI SOUTH IMU 1 BESBU WIDA CENTmL1MU Ills, A I (i� --4-- - - -' I - AREAWAY 21 a/4 -9.5 I. jI I 1 I NEW FIRST FLOOR PLAN I.AS). 1r......l.l_1 I AREAWAY I A/A -9.2 FIRST FLOOR ROOM SUMMARY . R0011 d g ROOM ,E0'O AWA ACTUAL NEI AREA. A101 .. PUBLIC LGBRY 831 SF Al O2 ANCOR _....._ 2a SF.. A103 ELEOFHICAL ROOM 63 SF A104 RESSD Kq'32 SCUM 19U 1,431 SF ' 1,369 5F A7� INS }gE RCOIA D SF 244 5F A106 82SSD KAN, CENTRAL IMU 923 SF 11.102 SF AI07 INi FRWFW 91 SF 103 � AIDS 1 NOT USED •...•..• _.. ... AIC9 FILE RCOM 910 SF 326 SF A110 Y BESSD KAUAI W'IST IMU 1.373 SF 1,343 SF h/lt war AREA 267 SF A112 STAFF ROOM 222 SF AI13 WOMENS RESIROON 1 154 SF A/N MEN'S RESIROOM ; 196 SF Atl5 TRIMMING ROOM 2SE SF 240 SF Al 16 CONFERFNCF. ROOM 234 SF 249 SF AI17 RECEPTION AREA 65 SF 195 SF AI l6 BESSO KAUM FAST IMU 1,066 SF 1,232 SF A119 CORRIDOR 1 !20 SF Al2C COflR10Gq 2 324 Sr A121 CORRICtiN 3 343 SF A122 CORRIDOR 4 32 SF 158 SF A123 rELEOOM ROOM A124 ENTRANCE 611 S. ..•....._ TOTAL GENERAL NOTES: I. GROUT FIJ. rt.00R SUB WARE PIPES, CONDUITS AND :70CT5 ARE REMOYED. 2. BEORE CCMG THROUGH CONCRETE FLOCKS AND WALLS, THE CONTRACTOR SHALL SUBMIT CORWC. LOCATIONS 70 THE ARCHITECT FOR READY. 3. FIRE STOP ALL PENETRATIONS THROUI:H THE FIRST FLOOR SUSPENDED SUP. PROMIX A.[ LEAK A 1 1/2 HF F RATING. SEE SHEETS A -7.5 AND 7.10. 4. MOI,n RIENZAA ON: SEE GENERAL NOTES ON SHEET r -1.2. S. BJILDING =UUIGATOM SEE GENERAL 4OTES ON SHUT T -1.2. 6. TNT MOCJUR FURNITURE ANU OFFICE EQUIPMENT SHOWN ON THE FLOOR ?IPM ARE NOT A PART OF TM'. 6RTRYCT AND S:Ni1 BE FURNISHED BY IIE STATE. THE CONIRAGIOR SWJ.L WORK 'ARM T4E FURNITURE SUPPLIER AND COORDINATE THE ELEQHICFL 910 COMM WIRING CON`IECTIONS TO IHIL MCC9IIAR Pa:E:S. 7. REP.4R ALL DAMAGED AREAS ON EXSRRO PLASTER WALLS TO REM491. MATCH DUSTING WALL CONDITION. NOW OA A3 R IC SCALE KSO KFY 'NES- � FAST U "a B Q B' 16P 1' LEY sOVi FI Co y_BC � 1/a .. I -O KEYPLAN 4 N lM 5 /7I n ACD -I p LGFF /IS /14 „ x DEM. OF ACOC9JNTINO 8 GENERAL SEIYiCES ppIF 3- N' P1PGC Mum Y'.dtC Dr IIMCi: .. F5 MLR LIHJ =' COVRTI CJSC -I ENCVAI ION ti C, ”. 24 iC (J ABLE TRAY S.E EC +7' -O° F,F.F. CONCREIE M1F, ^_` J CEIUNG, T P. PAINT SITS ENDE �} GYP. 90 LING ° - siA W • TTP OPEN ALL AROUND "CLOUD" TILE _._ ARE 1-•-� _ SUSPENDEV ACOUSTICAL L� STAIR I "CLOUD" TILE (+7'-R_) _ '' ❑ E O. TYPICAL USALL'SS NOTED ® cl. EFAM E:. ❑ OIFLHWISE ELEVATOR 0 - , ' ❑ ._. _. - LIGHTS Y?�QUPPE W « I :I n V.� G1ELL TfL1Y SEE I � rI—FT1 - ®I ^N of it . .. . k — %w IfVM . .. ...... . nmlar �°�• L WIDE (£) BFAA= -7 ,'. - _ - FLANGE BEAUS C n (N) WIDE —F >NGE 8F1JA5 I , o - N NOE __ FAR , ,__ (.. - -" - Alv_.:. Ply 3FAIA5 7 2 (4) FCJ, TYPICAL S' 0^ V9 H u (N) SJE" PLOD CAL IN. 30. SOFFIT +B'— D- MI11. GFN =pAI ND7[S d; -C _ - F.F.F. TYP'CA_ I. POINT ALL TX: JSEO COU.YG SURFACES INCLUO NO . BUT NOT UMRED TO II CONCRETE, STECL PIPET, AD NUITS, METAL BOXES, C UCTS AND FAAGERS. Li (FAA R S L : 1hHURT , RERi I NF 'ONJE. ' IAA pp 00 DE$I Ntfi - ISIC I /11 Gh /OSJ14 LINES. MBING FLFCTRI A CONOJIIS AF13 CABLE RAY A5 S WN ON TH ni - F ADD I DISIGYd R ASitkl, /7 -0/19114 - - YiNTAIN A M yl)1 CUFPN E 0 AT LEAST % U - AS ® - CL;: S POSSIBLE TO ] O'. PROVIDE VERTICAL. OR40NTAL. OR OIASON EFNOS .N THE P'PING, CABLE T , AND DUCTS AS REQJIIE 7 TO MAINTAIN THIS HVS °T POSSIBLE ONERHEAO CLFA NCE. ALTER Till ROUTE OF TAE PIPING. CABLE TRAY, DEFT. OF ACCOUNT1Nf. a GENERAL SERVICES , A ?ID DU7 WORK AS RCO IRS➢ TO MAINT%JN TPE NIG TEST PO$SABLE OVEF4EA. xi y rrornl A DI•d50w Of "ttt: tv: Fz CLEARANCC DD NOT ASS ME ONE" SIRPICHT RU`IS FOP. PIPING. CABLE TRA' _I PANT F.) ND OA_ AB srr. or twuli CONDUI'S ANC W,^I WU HOG THE TOP OF THE AIR DUCTS 70 THE EO-6.M OF CONC I) j > KEY KEY .1 G. R A P 11 : C S C A L f TIIF. ;TEAMS. ROUTE PIPES AND CJNOLU3 ALONG THE BOTTOM OF MEANS AS MUCH AS �`NO, T'F WESS %I EAST 0 WT _ B 0 8' IC FOR'AER UHJ_ "01,17-110 USE POSSIBLE AM) ROUTRh'• PIPES ANC CONCURS OEI 01Y DIE SUSPENDED ACOUSICAL ti LEJ '2ENOH.�L.TIOF.$ PIANOS. WI IRE PIPES, CONDUITS OP. CULTS LVTERSECT ERIN 0TH ?F ON TI IF. SAME CD BIG I /B" - I. -D" I,IHVE _ NALw HiW7.11 FIPIiF. ROUIc ENT - M PIN T+ " IAiUM HFAG SOUfH I NEN' BASEMENT FLOCR REFLECTED CE!U.NG PLAN BEFORE BTARTI: dIS PORTION OF R'GR•. A. THE -I LO ® NEW BASEMENT FLOOR REFLECTED CEILING PLAN CCNDRTO S PNO RAIN" INE ARCHITECT OF POIFNIIAL CONF!!CTS. WORT( WRN THE - fA155UIROl. k LS %C., If10. .r. a. •n. ^ ARCHCECf TC FE'aOLVE CONFLICTS. SCALE: 1:9' "•1' -0' -�- 3. mow if FIRiSTOP ALL FF.Nn4AfIGNS TROUGH CEILNC SIAH- PHO ✓DE AT LEAST A 11/'2 HR Y IiATWG. SEE SHEET A -7.9. - "v `" Or Sly 75 E U R EP -] PAINT AT GENERA'_ NOTES: 1. H :STOP.ICAL LOBBY CE"G: 'WERE AIR DIFFUSERS AND LIGHTS ARE REMOVED, INSTALL NEW WOOD PLANKS, REPLACE PLANKS PROM 6EAU TO BEAM AfATCH THICKNESS, PROFILE AND WOOD SPECIES OF EXISpNG PIANKS. PLUG REMAINING HOLES FROM WIRING AND J -BOXES WITH WOM PLUGS DtA.T MATCH THE EX159NG WOOD SPECIES. PROVIDE N'39 F44ISH AS SPE TIED. LQQENG 1 1/2' COIF. aTRiUATON &ANKLT NI FCP CF CEk1NG TLE. NEW FIRST FLOOR REFLECTED CEILING PLAN SCALE 10 =1'' ' .. ... . ISE T AND TYP. rwv NORTH p0. A AB NORM G R A P H I C C f A-" F /T'M HEY RV Il'`/ILV/,1 WEST EFJ. EAS B INS E B' SGU'FI G BC _ —_... ..... DEPT. OFACCOUNTING6 GPNPPN. $Pp'ADF$ ' ON.SWN Y : aJI A$M1 U4 4W4ll =ORNIER L.HJE COV°THOUSE R- NOVAJIONS LNU- KNJA -AAkI MEN FIRST FLOOR REFLECTE) CEIL :NG PLAN elro.R NR P A-2.4 T y 11 I- . :,�/ e1 mm SW 26 Wi25 /14 F--.. I I I I 1 i 1 1 I • -S. (N) JOY /IISPOUEI SEE I SHEET F -9.1 {I I II I ! I 1 1 1I I (N) TRENCH DRAM, SEE OETF9. C /A -9.5 I •� � � T —THOROUGHLY CLEM CONIZETE RAMP REMOVE. ALL EMS FROM THE RANP.SUPaaN I �L ALL MOSS YII:H BOILNG WAT-7, MACH OR 1 t 2 AAIMOIMUM SULFATE. PRI A R:NR. POWER WASH OF THE RAMP SURFACE. (N) DON'NSPOVF, SEE 1 I I U - — - - - - SHEET A -9.1 WME `6 I� (N) GRATING NTIH DRAIN KUM 559 APY .. STOW &G WR (R IV 559 APY .. STOW &G WR (R IV ne vol 2/' DETAIL _ _ _ _' •..N III :. • , SC YlALL E , laFw r scluE 9/ -7.2 - ; -') 1� -7.2-\ I r -..... _..I ...� SY OYtREP. ....._..._f_._...._..s L. naa t 7 r - �' T - �'W9 CV • 'TCR� �•—^ I y ELEC. 1021 - r.O.r. ELEVATOR SE-c A'A,7.1 SEE•DETa CORRIC : IOA N jl. JWN ` I 11,_'•2 - ^, :.:.L ' I I'1 ELEV : , ^•, II .. (1 is AOP1 BESSD KAUAI AD MIN - - -- I; , I` � I; xanuu I OONFEflEN £ROO A N STAF STtE' viu `= _._..::i:'....._x.w........� ;.,.,J Amyl `;'".L. _., ....� i_...i F I' C r YT- •z' Arai 5cE UETaL I �1 SEE G�FII 1/A -7.2 ^- -y ---- = u.._rV -T I- 1 �� I l F -T "l ':1 ...- a SEE DETAIL I I To, CORRIDOR 1 I/A -7.2, SIA1. .0 I PARTIAL NEW BASEMENT FLOOR PLAN - ZONE A SCALE VO• =1'-ul II X...L- �'. .. _.._.... NMIII A DA /a XIY IYESI EAST D Ilfl. R Lci 'C SOUTd CD C BC NOP BASEMENT PLAN NOTES OP 1. DIMENS10% WGINN ME FACE OF ST O, FACE OF CINJ / CONCRETE WAU. OR FACE OF EXISTING PLASTER WAL: UNLESS NOTED OTHERWISE. o• 2. SEE SHEEP A -2.1 FOR PARTF.MJN TPE, DOOR TYPE, LOUVER IYPE -- FAO 'WINDOW TYPE DESIGNATION. FD I 'I E. FIL R ROOM ' nozi r - �' T - �'W9 CV • 'TCR� �•—^ I y ELEC. 1021 - r.O.r. ELEVATOR SE-c A'A,7.1 SEE•DETa CORRIC : IOA N jl. JWN ` I 11,_'•2 - ^, :.:.L ' I I'1 ELEV : , ^•, II .. (1 is AOP1 BESSD KAUAI AD MIN - - -- I; , I` � I; xanuu I OONFEflEN £ROO A N STAF STtE' viu `= _._..::i:'....._x.w........� ;.,.,J Amyl `;'".L. _., ....� i_...i F I' C r YT- •z' Arai 5cE UETaL I �1 SEE G�FII 1/A -7.2 ^- -y ---- = u.._rV -T I- 1 �� I l F -T "l ':1 ...- a SEE DETAIL I I To, CORRIDOR 1 I/A -7.2, SIA1. .0 I PARTIAL NEW BASEMENT FLOOR PLAN - ZONE A SCALE VO• =1'-ul II X...L- �'. .. _.._.... NMIII A DA /a XIY IYESI EAST D Ilfl. R Lci 'C SOUTd CD C BC NOP BASEMENT PLAN NOTES OP 1. DIMENS10% WGINN ME FACE OF ST O, FACE OF CINJ / CONCRETE WAU. OR FACE OF EXISTING PLASTER WAL: UNLESS NOTED OTHERWISE. o• 2. SEE SHEEP A -2.1 FOR PARTF.MJN TPE, DOOR TYPE, LOUVER IYPE -- FAO 'WINDOW TYPE DESIGNATION. FD I PARTIAL NEW BASEMENT FLOOR PLAN - ZONE A SCALE VO• =1'-ul II X...L- �'. .. _.._.... NMIII A DA /a XIY IYESI EAST D Ilfl. R Lci 'C SOUTd CD C BC NOP BASEMENT PLAN NOTES OP 1. DIMENS10% WGINN ME FACE OF ST O, FACE OF CINJ / CONCRETE WAU. OR FACE OF EXISTING PLASTER WAL: UNLESS NOTED OTHERWISE. o• 2. SEE SHEEP A -2.1 FOR PARTF.MJN TPE, DOOR TYPE, LOUVER IYPE -- FAO 'WINDOW TYPE DESIGNATION. FD I I LEm- SEEAA -ZI t l L_ CORRIDOR 2 Ao2e I , STAFF ROOM PA18 -!AL 3RIDOR 1 ' m IEEE] MOP RAC OF SINK JANITOR FAO-ml NCI J1 .K L ' r M l ry� I I I I I I 1 1 (N) DOY•WOLT AND I I1 HB- 9.1 SHEET A-9.1 I I .�FIHE PIPE 5PHINK I ! PE LER I I I: I_ {1}}1 I I I I 1 :1 .�: 1 i •i i I I I I I (N: DOWKWOUT MO SP 45MRLCCK SEE ISHEET A_91 ,. 'YALLTRYIU*! BRANCH dHIEF PHd0111M SUP I S[[ 4/A ]8 l Am U� .. .:, r - - - -1 r - -- _ MH COORD IV LIP CO'HD IV I ' I ' : TER 1 L41 COCRD 1P MH DOM N DLtTt FILE ROOM,_ r- I r I I•_11 I II 11 11 1 L � LT J L ^ J ..1 _.....i. ,T. _ . •. 5'fR -VO+ W CR 5 ' sn ` 1n ..,..SEE QETN t I c 115P N 0 . FAMILY GUIDANCE ' SGL / .. v L. M 1, CENTER KAUAf �' maR /MSP ry ._. ........ `I SECY I I OA SPEE T , PSYCH IjT, RV T SOLSM 41RKF/ `WRKR /NSP N IISP M STAIR �« If • -,. ' CA III N u _ ; AOAI T ; I SEE UEfKJC __.._.. I rSFF. DETAIN. 2 :: I m� r I /A -72 I Alhv E `l iJJ}} I r I I 1 ZbRRIDOR 3 Yr L(N' GR4.INC MT . q S• iS' aYC 6 OPAIN BELOW • urnnrrirrnr ml.. � � , a : - " " " "' .3' ei av NORTH CA Dac A PARTIAL NEW BASEMENT FLOOR PLAN ZONE B °fi" <EY ? -R.A. P H ?.. C__5 C A L E 'Wf,ST EASE U N 0 4' S SCAIc: 1;a• -1•.0' `:_1.' LEY SOUZN CD C I/4.• 1' -0" BASEMENT PLAN NOTES 1. DIMENSIONS SHO'/IN ARE FACE OF SIUO. FACE OF CMU / CONCRETE WAIL OR FACE O.c EXI51NG. FIAStER WALL, UNiESS NOTED OTHERIWSE. 2. SEE SHW A -2.1 FOR PAWITION TYPE, DOCR TIDE, LOUVER TYPE AND WINDOW TYPIE DESIGNATION. KEYPLAN X03 t,CYM,IEN •erl .,. ter... D1... xa ' ��"o:0:+:.7.5.- I. OF ACCOUNTING d GENERA. SERVrES n.¢ ✓ FAWOV. FORAIER LIHUE COUPT -♦OUSE Rf\O`aATONS L HUE _..__....... KALW HAIWI. PARTIAL MEN' E4.FNIENr FLOOR PLAN 2oNe a 015,USA 4 ASSCO.• 19'. _...'+n... ..r..M.. m PF •"" ^'" ;v; E,_la -!x;Rr A-3.2 - - - -- . , - -a s. .':rtr $TAPE ROOM ff STAIR2 p •. ... r -- -"y7 ., •• _. A616 • is SEE Uf71.i I . d DETAIL - R'AJ.6 L-A f l/A-7.1 ...r . 111 -T L 4t' ! ... , r9 J t � •j E i -7 �% iiA I ' DETAIL SEE s. ....... I C I I IIA -72 SIH. M .� I POry. 1 i�l -$EE biTIL (N) CMTING PATH 14 1 ,n i4 I L _.T - — ai GRANT BELOW - .11 IN I. _... ... g( I I I I ' �- 1I i 1 so r ry a '.�----_�s I RARING AREA i y a l INJERVIEW .% AS ;' ' . L __;I _ ' i,..., :L .v ` , -w -� INYES Y L - -- --U y CAPS SPEC y ro rcA, i " f :• I :- , ...... IRS..':+ L ...r..' 4' -O -2" . 7 ) r I SS�D� KAUAI ACCS L.......• �. sECn ( I �s� DErA'L BESSOD INV cool ( I/a -72. pj ILI C� - - - - -- LIL. .- "�•'ELIG WRRR fV - r -':. CAPS SHED r• r I _ I I I M W NfEO tt r r - F3.A L e � I I I . L i.... a WA EiOW CAPS suPY III ,:I I I , - �'1n � PrUr. . S -r$ kr M y L • - y I T'i a� ,. �, I A3 � .J Tr ..E. MR0O2 O..A...v_ - RE.IVI Ci.Ci f: 4 tQ I 3a yiI I---- 1 r ._....t.: ,L. Isw.. T _ _.... ,J .gip vNas wma: . ' - ! sm wm: I � aaa w. -al ur sx. wi ,._.. '� • r );�1n:x s; (N) DOWNSPOUT ANY i I I I WALL INFl , 56LASH810CIX, SEE SHEET A -9.1 WEE 4 a I I I I / -' a I I I I ECH EQUIF ROOM I I I I I I I I I I I SHETH A- 9.1 SEE >9� SHEET ?.I r✓w NOUH CA A AB 'NBC' G,R,APN I C S CAL E PARTIAL NEW BASEMENT FLOOR PLAN - ZONE C WES c EAST o a o s 6 _._. BASEMENT PLAN NOTES 1. DIMENSIONS SHOWN ARE FXE OF SILO, FACE Or CMU / CONCRETE WALL. OR FACE Or EXISTING PLASTER WALL, Ut1'JSS NOTED OTHERWISE 2. SEE SHEEP A -2.1 FOR PARTITION TYPE, DOOR TIPE. LOUVER TYPE r•ND WI160W TYPE OESICNATION. KEYPLAN c i Dc+a L7s9xrl -s cs %m,'1i } DEPT, OFAf.CAUNTINGb GfNP.NN.SERYIDES Lil'IyIJK VY /U9UC WONfCS :INF, Cf LKPpI FORMER LIHLIE COiRTHOL'SE RC:'OYAT ONS - IIHUE WAY.I :'ALVAII raflFM NEW EPWE1,Y7N7` FLOOR PLAN - ZONE C' Y.ISUWAC.^ S A$$CC., IIII:. •: � "� ! _....,. A -3.3 q sr: 6+•1ao6s7 m ^. �. 20 =r: S, sW Cr ........:,,... ' SECY 9 rn 9E M-4 MH 0T RN I SDC `....a SO,, ::• _.. WRKR /YSP V NRKR /HSP IV V ... STAFF ROOM c.t R 1.. !018 I„ OA III I ioteo 9a ' _... .,. „ ` I -TA _._ 6ETaL , %2. SIT. 12 A, 7.2 .1.... .......t 8, . _ 'r 5E OLIN L� T -I - SEE DETAIL i/A 7.2 1 .' ALA ,o sa%D .. J .:.::.: ... nzas m 0 rs altar. ?. 3RIDOfl 1 r° - -- I •.. - la °' —� I - II r � OaRRIDOR3 `AQ24 °'I �yfCT1l7N 1 - -- I I I A027 I I '112ow83j4) 8 ,_ I NIT ERVIEW tR �; cwm W i� '-A T6RVIEWIVI 1 WAITAREA - I a9 IAW iflVSr IV .1 L__ j 07 4r r;g, ;,'ta u. y A0 , , I 1 r .5 r r' 17 I i kk O ETAL + 1 I - /A -7.2— ... I :. .. I II i. SEE 9 I Ha�DBaELOW 1 �CORR. ; PSYCH. SPEC NL _. .. ; BESSD LNY I u I —t A 7z t7 jlf AD,z 2 ... I AUtaf I I I -- -' f SILT 11 i OSS /PLAY R I rvrm} I 1 - -� -- • .. iw.. " FIIC WRKR IV -- {I• °i R PI.- 4'��- I `. SEE L I _�jI I1 1 R It d D.d.. - ==3 CONIC PSYCH. Y�. ,., FI 4 ...C(DNFEREtJCE L" s_ J L CONTRACT PSYCH. N FUTURE SINK _SPN5911M SW UT• I STAIR 3 a'A -7a BASEMENT PLAN NOTES -- -JJ 1. : SANS SHOWN PRE FACE FACE OF LU L CFkREIE WALL, FACE OF EXISTING PLASTER WALL UNLESS NOTE) GRATING 'MTH WIS E DR AIN BELOW Y. SEE SHET A -2.1 FOR PARTF.ION mE. ODOR mE, LVIJyEH I71'E Atm Ifwoow mE DksIcl:Anon. p I L-A WAIL INFI ❑ k I 1 I (N) T A -?.I AND SHEET SEE a /A- .8 I I HLOLK, SEE ECH EQUIf ROOM TO II AREAWAY, SEE AJA•9.2 I 'I (N)DDWNSFWI A`AI I ___..,_._— �— _ —_ —_ —_ I I SPLASHBLOCK, SEE I I I SHEET A -9.1 H/ ` CIK �l M1li \J PARTfAL NEW BASEMENT FLOOR PLAN - ZONE D SCALE t ?A• "t' -C" r_w NOUN A CA AD xcmn D�y CRA? 41 1E Sf. TO WEST FAST D Rif. �, LEO' CC BC F 1 /4' = 1 =.' SOUTH C A -_ouw _Rt ' Ii I I I I i I I Da--d —_f _ I r��, r -= -T =� �� , rte•. 1 7Yr ';j I I 1 VT FENCE ENCLOSURE, SEE FENCE ENCLOSURE. SURE. A /A -9.a I . (N) TRENCH DRAIN, 1 SEE CIA ].5 I 46 i —THOROUGHLY kL CLEAN CONCRETE DAMP SURFAAAggqEEE... (N) TRENCY� A'•L DEBRIS FROM THE RAMP. REFIUVE ALL MO BOIL'NG WATER, BIEACH OR ALL MOSS SULFATE. A FlNAL PO141 RATE. WASH OF HE WASH Of THE RAMP SURFACE. SURFACE. — FAJN- RAMP WALLS AN) HA/UW II-S E) 'lRNCOW I 5 q/A -6.7 OR (N) DOWNSPOUT& SEE WI DOW OPENI SHEET A /A-9.1 M, TYI IL 4 a `C> YD T �E T Gl I I I I l I q Z Vol` COD, [1111PI"ITITIV q I I SEE DETAIL m (N) OCWNSPOUF, R 4 /A -T 1 S . r •' -� SHEET A/k -9.1 1 • } TRA)NiNG ROOM _ - A1t6 SEE OLTAI F. _ _4 ,^ I lY /VIC SCREEN II eS_ II ur rER� - II - -�- T II ' I `T ✓/VIC SCREEN BY USER OCRs. 11 - Al2' S d EUO VNYNR Y 6 ELIG 'WRXR Ill I SESSD KAUAI EAST IMU I A1,d 1 I I s�clY { 0LA IU ELIG IYflKR 111 SLID �'RKd MI F - - - - -, �I I , � r 1 r _0 1 E PARTIAL NEW FIRST FLOOR PLAN - ZONE A scALE: va•.1ro• ...._. I 1 i P11 FIRST FLOOR PLAN NOTES j- 1. DIMENSIONS SHOWN ARE FACE Of STUD, FACE OF CMU / CONCRETE L WALL. OR FACE OF EICSRRG PIASTER WALL, UNLESS NOTED Wo OTIGRWISF. 2. SEE SHEET A -2.2 FOR PARTITION `PE. DOOR TYPE, LOUVV.. TYPE AID WINDOW TYPE OESIGNATION. A 3. ALL f:.00N FENFIRATd1NS MUST BE FIRE STOPPED, SEE 6/A -7.9. V CONFERENCE ROOM IFF, WATER I I COOLER— l le• y:.y;.;.:;;. i 1 l l SINK I I1 I I I L !T' E-1 4' 9 IO- J I 1 1 7 1 I i rT +a• fill EVAT �I W I I 1 ECEP A117 y 1 1 � E LV MAGED __ _ -J'• REA Oh XI$FI. 'r LA;W 1ALU I SEEuETALJ «PUBUG LC BOY I I 17/A -7.2 At0/ � 1I EXI' I ✓r✓ll _ �L' _ LOBBY SECURITY 1 1,7,1 I I COUNTER SEE — 1 DETAIL Z I I ` hI {16 /ADETAIL - SCE MEN PLAN NORTH A N RAP 11 OE OM fit I4ESr 0 9 C 1/47 a SEE OETNL 4ttA .7 ( r�/A-1.2 ING ROOM ;_;; ��, MEN A115 +O. EO EO.F� F so _2A_A_ L IT T ( i I I I P NACY FIL 1 10 I I IN OWS II 'I (N)DOWNSPOUT, SEE r SHF�Y�Y� �NM9.1 ADD �IWPCY FlL0 TO I (£) 1 0OC ro r I I I STAFF ROOM Ai l2 COHE WN°Ulrs ' 4A_ 1•_ INDIVIDURAILY 7.IRU 1 T 1 PLOOR CORES SPJ:LL BE SPACED 4- MIN. APART I I I I TELECOM ROOM 1 I II I ata I /—PLEA ON E%ISTIN _ r T / F'lAS1ER WALLS 4— EE OETWLJ PUBLIC L�BBY IB /A 7.e 17/A -7.2 Alpt FASTING PLASTER WPLLS.- REPWR DAMAGED AP.FAS, MATCH EXISTING CONDIRONS COUNTER DETWL /V :r— l; II , ' \.TV/VTC WRLEN GRR, BY USER I 1NCE ROOM T ADA jm WATER 1 ' I LAY I' CJOIE �� i H° I PTI I - -- - P. al _2A_A_ L IT T ( i I I I P NACY FIL 1 10 I I IN OWS II 'I (N)DOWNSPOUT, SEE r SHF�Y�Y� �NM9.1 ADD �IWPCY FlL0 TO I (£) 1 0OC ro r I I I STAFF ROOM Ai l2 COHE WN°Ulrs ' 4A_ 1•_ INDIVIDURAILY 7.IRU 1 T 1 PLOOR CORES SPJ:LL BE SPACED 4- MIN. APART I I I I TELECOM ROOM 1 I II I ata I /—PLEA ON E%ISTIN _ r T / F'lAS1ER WALLS 4— EE OETWLJ PUBLIC L�BBY IB /A 7.e 17/A -7.2 Alpt FASTING PLASTER WPLLS.- REPWR DAMAGED AP.FAS, MATCH EXISTING CONDIRONS COUNTER DETWL /V .1 1 AL'D PRVACY 9W TO I (E) YPRwas I SEE DETAIL _t 10/A -7.2 1 I ADD PRIVACY FILM TOI l(a) Y @IDDns 1 I �P00 PRPIACY FlLM TDI (E) WINOOW5 I ETA 172 IL I I I I i LUC WRKR NI IELIG 1 RKR IV I I II BESSD KAUAI WESTIMU SF F r*T 1 A110 49L I I -I AIT ROOM I I Ali. NOW ® W'I:100R� r I I I I I I IrnQO AFd PARTIAL NEW FIRST FLOOR PLAN - ZONE B l I I t I I I II i I I � I I I11'''' FLIG rW IN I ELIG IYRKR ill I (N) DOWNSFOGT, SHEET A/A -9.1 EUG WRKR M ELIO IW KR;IN EUG IYRNR IN SECTY I SEE DETAA S /A -7.2 - SEE OETWL- 4/A. 7.2 FE SEESEE A-3. A -3.6 1711 T NORTH N:.M1IY � KEY 1, %I '�IWST Ems. &%$1 tFi SOUTH - Ip - --o ---J - --C7) - _ _,�(D I °A A A` xEY G R A P NIC S C A I 04 RTII. B 0 4' 8' LEY j� —, -•• co BC FIRST FLOOR PLAN NOTES I. VIAgNSION5 SNCWN ME FACE OF STUD, FACE OF CMU / CONCRL7E WALL, OR FACE OF EXIS7140 PIASTER WALL. UNLESS NOTED 2. SEE St-.EET A -2.2 FOR PARV.10N TYPE, DOOR TYPE, LOUVER TYPE 4:40 YYINOOW 117E 06IONATION. 3. MA FLOOR PENVIIATIONS MUST BE FIRE STOPPED. SEE R /A -7.9 N. KEYPLAN U(7B COb9 1.71US 1 100120114 DESIENEN HEVISICNi 1917.% C•5 /'9/147 - -- DEPT. OF ACCOUNTING d GENENAL SERVICES LVOV; c+Pisuc flows MATC CF .e,m. FORM=A. LI.4UE COURTHOUSE RENOVATIONS J pE kkuk - ra':kl FFfll4L PIE'W FIRST FLOOR PLAN -ZONE B V ISUMAICh h ASSOC., SO. •.•, ..+nn w. ' Cl j s'if 32 �. :. G4; 25/14 n_ z .1 1 AL'D PRVACY 9W TO I (E) YPRwas I SEE DETAIL _t 10/A -7.2 1 I ADD PRIVACY FILM TOI l(a) Y @IDDns 1 I �P00 PRPIACY FlLM TDI (E) WINOOW5 I ETA 172 IL I I I I i LUC WRKR NI IELIG 1 RKR IV I I II BESSD KAUAI WESTIMU SF F r*T 1 A110 49L I I -I AIT ROOM I I Ali. NOW ® W'I:100R� r I I I I I I IrnQO AFd PARTIAL NEW FIRST FLOOR PLAN - ZONE B l I I t I I I II i I I � I I I11'''' FLIG rW IN I ELIG IYRKR ill I (N) DOWNSFOGT, SHEET A/A -9.1 EUG WRKR M ELIO IW KR;IN EUG IYRNR IN SECTY I SEE DETAA S /A -7.2 - SEE OETWL- 4/A. 7.2 FE SEESEE A-3. A -3.6 1711 T NORTH N:.M1IY � KEY 1, %I '�IWST Ems. &%$1 tFi SOUTH - Ip - --o ---J - --C7) - _ _,�(D I °A A A` xEY G R A P NIC S C A I 04 RTII. B 0 4' 8' LEY j� —, -•• co BC FIRST FLOOR PLAN NOTES I. VIAgNSION5 SNCWN ME FACE OF STUD, FACE OF CMU / CONCRL7E WALL, OR FACE OF EXIS7140 PIASTER WALL. UNLESS NOTED 2. SEE St-.EET A -2.2 FOR PARV.10N TYPE, DOOR TYPE, LOUVER TYPE 4:40 YYINOOW 117E 06IONATION. 3. MA FLOOR PENVIIATIONS MUST BE FIRE STOPPED. SEE R /A -7.9 N. KEYPLAN U(7B COb9 1.71US 1 100120114 DESIENEN HEVISICNi 1917.% C•5 /'9/147 - -- DEPT. OF ACCOUNTING d GENENAL SERVICES LVOV; c+Pisuc flows MATC CF .e,m. FORM=A. LI.4UE COURTHOUSE RENOVATIONS J pE kkuk - ra':kl FFfll4L PIE'W FIRST FLOOR PLAN -ZONE B V ISUMAICh h ASSOC., SO. •.•, ..+nn w. ' Cl j s'if 32 �. :. G4; 25/14 n_ f 5 STAIR &A-7.7 `� — - (N) OOVMS Lr, SEE r SHEFr A;A -..I I — — — — _ C6flR. 2 - -• -� - -' I I I 1 1 •V OA IN SSSS SUPV I I Rp R DAIAND ARJ ON 06TINOG I I ,{PIPS7ER Y /ALLS 7' -1 1 I I ( II 1 I \ :OBBr 51 ouunlex, MAIL A/ SEE DM AL G /A -7.2 -SEE DETNL Ifi /P -72 VENDING - TItM,C+1INES —SEE 6/A -7.2 BESSD KAUAI SOUTH IMU I A104 II I IINTAKE ROOM HSP 11 111 SSSS IN JOB IOEV SIAII ART I A105 II I I I ry/V(C (`tSCREEN + BY USE •-•V 4rA 7ZAIL ( '.♦'INDOW OPENING R I I % OVARDI r", IYPICA1 I I _ A- I ARFA'NAY 2, �EE 91"A -9.5 (N) DOWNSPOUT, SEE \ (II SHEET A/A -9.1 I I D� iI� (I PARTIAL NEW FIRST FLOOR PLAN - ZONE C SCALE; r'4' -Ti° MOP 1 CORRI An9 A•A9S EI FLAiN NC'RTH A N'RT M AN C; Fr1PNl C SC.4L F KEY KLY Wl51' FAST D IN1 R ��CCC ��I SOUTH CD O 1/4- r L_D• FIRST FLOOR PLAN NOTES 1, DIMENSIONS SHOWN ARE FOCE OF STUD, FACE OF CMU / CONCRETE WALL OR FACE OF EXISTING PIASTER WALL LIN'_ESS NOTEC OTHERWISE. 2. SEE SIF_ET A -22 FOR P.4RTNION TYPE. DOOR TYPE, 1JIA'ER TYPE MID 'WINDOW TYPE !DESIGNATION. 3. N.L FLOOR PENENWTIONS MUST BE FIRE STOPPED, SFF, 6/A -7.9. 9 KEYPLAN DESICIKR_ PE:FANS.......•1i,1'3'7" /19/14 :i_ " DEPT. OF ACCOUNTINCa CENEPAL SERVIOFST DI'i STUN or KTX NCFY.S i1'i UI Nsrl• +p -ORMER L11 -IJF WIJ IIiU'JSE RENOVA110\5 L HU= KNJN .:slid PARMI. N{YY FIRST FLOOR FV4r - ZONE C La S.Vrv.. It ;.SC L`q, Ilmawn crw.r:lk Pr R SR 64 -10- 41 .. n C1, xno r: SY. ax w•. ?3 EY SECURITY INTER, SE?- 9L A/A -7.4 4TNNNC %WHINES E 6 /A -7.2 MOP SINK Il 1 b' it I I MCI' +I CORK i LI A1i9 I FAIR 6 AA-0.6 I ?AIT ROOM _ AI31 �a i_ I SECT' I 6" STUD 'A:ALL —' 7 I 0 WINDOW' SEE OEFAp, - - -r 1, I T I I'h I I I I INTER !31 1 LLIG IT R v I +� 1 � I L I EL'G 'M8('t IH �I I EQ 11 d I A100 I STRIP EXI . C F STEPS, DUNG SURFACE MANUFAf.7lQiER'S RED AND tuPL NEW FLUOR COA.RI: v t 5 /A -T.2 - _J I I I ELG WRKRI 11 EUG 'WRKR 91 EUG RWKij III 1 I 1 FILE ROOM A109 MATOHJNE SWE A -3.6 6 STAIR 5 C.JX7.7 _ -+ _J3 r (N) DOW .SPOUT, SEE SHEET 0. -9.1 Ih W1NDD+r I I SEE 0./A -6.5 FOR I 7ft K TYPICALI I FmDompOUT, ARFAWAY 1, SEE A/A -9.2 SEE - I SHEET A/A -9.1 I LC�) 14. rN PARTIAL NEW FIRST FLOOR PLAN - ZONE D _. SCALE: I; A " =1'-0' Rua NORTH_ GA AB He1x`U�l KEY G R A P II C S f, A L F �%�V` TO Wf.-aT LE FAST 0 OM1' 6• 1/4" P ^0• FIRST FLOOR PLAN NOTES 1, OIMENS✓JNS $HGWN ARE FACE OF STUD. FACE OF CMU / CONCRETE INALL, OR FACE OF EXISYdG PIASTER WALL LVI':ESS NOTED OTHERWISE. 2. SEE SHEET A -2.2 FOR PARTITION TYPE. DOOR TYPE. LWVER TYPE AND WINDG'd TVr- DESIGNATION. 3. ALL FLOOR PENE5?AiIC:NS MUST DE FIRE S7CPPF.O, SEE S/A -7.9. KEYPLAN DEPT.OFADGDURpOG &GENERA• SERVICES pl'i 54'W OI FA rvM(: Wit Vi YtiTH- - ORNIER UHJE COURTHOUSE RENOVAT.ONS LNJ= KAIJA :AW'A9 PMTAL NEW FIRST FLOOR PI.M! - ZONE D 19- J..1+RS k ;i SCZ., PP: nc m n. •nwa M_ _rvm e ! A- Sr; 3.8 ....:........4.34 CORR a, SEE DEfi* 4/A -7.2 A122 S SECIY I I I I I IE �__ " T T ' r -.7 gi B BESSD KAUAI CENTRAL I(�1�1 B' �4 I EUOWRKpN _ _— I E FILE ROOM A109 MATOHJNE SWE A -3.6 6 STAIR 5 C.JX7.7 _ -+ _J3 r (N) DOW .SPOUT, SEE SHEET 0. -9.1 Ih W1NDD+r I I SEE 0./A -6.5 FOR I 7ft K TYPICALI I FmDompOUT, ARFAWAY 1, SEE A/A -9.2 SEE - I SHEET A/A -9.1 I LC�) 14. rN PARTIAL NEW FIRST FLOOR PLAN - ZONE D _. SCALE: I; A " =1'-0' Rua NORTH_ GA AB He1x`U�l KEY G R A P II C S f, A L F �%�V` TO Wf.-aT LE FAST 0 OM1' 6• 1/4" P ^0• FIRST FLOOR PLAN NOTES 1, OIMENS✓JNS $HGWN ARE FACE OF STUD. FACE OF CMU / CONCRETE INALL, OR FACE OF EXISYdG PIASTER WALL LVI':ESS NOTED OTHERWISE. 2. SEE SHEET A -2.2 FOR PARTITION TYPE. DOOR TYPE. LWVER TYPE AND WINDG'd TVr- DESIGNATION. 3. ALL FLOOR PENE5?AiIC:NS MUST DE FIRE S7CPPF.O, SEE S/A -7.9. KEYPLAN DEPT.OFADGDURpOG &GENERA• SERVICES pl'i 54'W OI FA rvM(: Wit Vi YtiTH- - ORNIER UHJE COURTHOUSE RENOVAT.ONS LNJ= KAIJA :AW'A9 PMTAL NEW FIRST FLOOR PI.M! - ZONE D 19- J..1+RS k ;i SCZ., PP: nc m n. •nwa M_ _rvm e ! A- Sr; 3.8 ....:........4.34 (E) ROOF {N) RCOF GUTTERS EP '•2 fP1M (E) UUGH ENRRE ROOF. N+U fRAt�SOM IPoM SEE DETAIL. 1 /P. -9,1 (E) ROOF (N) DOWNS.XA:T / EP -? PAINT 7HR000F FP -I PAINT 7HR000T� its NE'M LIGHT NEW UOh!T EP -2 PAINT At (E) WINDOWS, EP -1 PAINT (N) LEADER B EP -2 PAINT (N)RAILS DOWNSPOUT PAINT UNDER AND FASCIA PAINT (N) LEADER BOX PAINT (N) RAILS (N) SPLASH& ' ' TO ORA1N. SEc' CItSL .............. ..._ _._____- _ -__ -__ _____________...,. ,,....._ )MI . E' -1 PRIM TNRUWi EP -t PAINT IHWO'A EP -I FAINT THRUOUT EP -2 PAINT ALl -I PAINT THRUOUT (E) GRILL, T.P. NORTH .Tya EAVES OX m " DD OD I C EP -1 'I'�l °ill (n)DOWNSPWT OR OR i �,IS! 000 E (N)DN - ' vnsPDUr Er z t• �i[UI I IP® i MUM l� (N) ROOF GUTTERS ENTIRE ROOF, SEE DEIAI_ 1 /A -9.1 EP -1 PANT THRUOUT ED -2 PAINT (N) RAILS EP -1 PANT THRUM L EAST �......_ (E) ROOF (E) RODE EP -1 PAINT THRUOUT NEW LGfiT ao oa EP -1 PAINT) LFP ,I PAINT SCREEN BLOCK SEE DUAL 1/A -9.1 (N) E0'WNSPOUT EI' -1 PAINT (N) LEADER DO% I r� (E) GUARDRAIL I� Moll Vi41 DOWNSPOUT TO DRAIN, SEE GAL Q EP -2 PAINT ALL -- - (E) GNL:5, nP. WEST ROOF W LICHT CEP -1 PAIN \lil PALM (N) RAILS EP -2 PAINN L LFIRF PIPE ............. _. -. SPPo (N) SP;ASHBLGC*. EP -2 ILL.. APL 6 -1 PANT EP -2 PAINT AL (E) GRILL.. TIP. TF•miour (E) 0MIL, TIP. EP -2 PAINT (E) DOOR AND TRANSOM TRIM {E) ROOF EP�TLTN UT (E) ROOF (F.) ROOT Olt /-MEW L \'EW UGHT UIO FP -2 RAINY ALL U O LEIr i0000� Lll (E) mu0orve , n P IV EP 2 P VT ALL (E) 9lIN RAILS AT RMIr EP -2 PAINT (N) PALS - - -- .. _.. -- U' -1 PAINT NNRUDUT - - - -- EP-2 PAINT ALL EP -1 PARR W -1 P.YNT LP -1 PAINT {E1 CR0.S, TIP. 49SL.'CUT SUN -EN BLOCK 1HRCOU1 EXTERIOR ELEVATIONS rl I01ESF -I DENOTES EXTERIOR PAINT - BASE COLOR. $CA'E: 10=1-D' 2. V -2 DEMISES EXTERfOR PAINT - TRIM COLOR. ,(N) DOW'NSPOLT EP,2 PAW' VNUER EAVES AND FASCIA -FP -I PAINI (N) LEADER BOX I�(E) CVYARAIL =(N) DOWNSPOUT I PAINT THRUOUT PANT TNRUOUI EP -2 PAINT UNDER hDStS AND FASCIA 'ES -2 PAINT (N) RAPLS EP -1 PAINT THRUOUT -EP -2 PAINT (N) RAU 'OU -v DCSIrIIC.,,,, REVIS'OFIi 11ItO(J6 /09714 ~� .•.. ........ — ..r 'A"Imelt Ann. — OEPT.OF ACCUINTING 6 GENERAL SF.RVICFS WAS IA cf Yuuju rS5R5 ♦ AIL or `rzrFl FiiR.6'IER L:I-IUE 0067 jsi Nv` %::TIOVti �_ LIHUc N.4Uw ,S11k1 EXTERIOR ELEVATIONS G R A P H I C S• C A t E N7SUEPCA k ASSOC.. Ili., An m c1m.1% .. D B' 10 1a' mna n. 11' ..0 e. 16x.1 ^,C%rpi A-8.1 Ifs° - V -00 7i7 1 wmw.� mw oov 69 ...__� rlwm not .:. E EP -2 (N) ROOF GUTTERS ENTIRE ROOF, SEE DEIAI_ 1 /A -9.1 EP -1 PANT THRUOUT ED -2 PAINT (N) RAILS EP -1 PANT THRUM L EAST �......_ (E) ROOF (E) RODE EP -1 PAINT THRUOUT NEW LGfiT ao oa EP -1 PAINT) LFP ,I PAINT SCREEN BLOCK SEE DUAL 1/A -9.1 (N) E0'WNSPOUT EI' -1 PAINT (N) LEADER DO% I r� (E) GUARDRAIL I� Moll Vi41 DOWNSPOUT TO DRAIN, SEE GAL Q EP -2 PAINT ALL -- - (E) GNL:5, nP. WEST ROOF W LICHT CEP -1 PAIN \lil PALM (N) RAILS EP -2 PAINN L LFIRF PIPE ............. _. -. SPPo (N) SP;ASHBLGC*. EP -2 ILL.. APL 6 -1 PANT EP -2 PAINT AL (E) GRILL.. TIP. TF•miour (E) 0MIL, TIP. EP -2 PAINT (E) DOOR AND TRANSOM TRIM {E) ROOF EP�TLTN UT (E) ROOF (F.) ROOT Olt /-MEW L \'EW UGHT UIO FP -2 RAINY ALL U O LEIr i0000� Lll (E) mu0orve , n P IV EP 2 P VT ALL (E) 9lIN RAILS AT RMIr EP -2 PAINT (N) PALS - - -- .. _.. -- U' -1 PAINT NNRUDUT - - - -- EP-2 PAINT ALL EP -1 PARR W -1 P.YNT LP -1 PAINT {E1 CR0.S, TIP. 49SL.'CUT SUN -EN BLOCK 1HRCOU1 EXTERIOR ELEVATIONS rl I01ESF -I DENOTES EXTERIOR PAINT - BASE COLOR. $CA'E: 10=1-D' 2. V -2 DEMISES EXTERfOR PAINT - TRIM COLOR. ,(N) DOW'NSPOLT EP,2 PAW' VNUER EAVES AND FASCIA -FP -I PAINI (N) LEADER BOX I�(E) CVYARAIL =(N) DOWNSPOUT I PAINT THRUOUT PANT TNRUOUI EP -2 PAINT UNDER hDStS AND FASCIA 'ES -2 PAINT (N) RAPLS EP -1 PAINT THRUOUT -EP -2 PAINT (N) RAU 'OU -v DCSIrIIC.,,,, REVIS'OFIi 11ItO(J6 /09714 ~� .•.. ........ — ..r 'A"Imelt Ann. — OEPT.OF ACCUINTING 6 GENERAL SF.RVICFS WAS IA cf Yuuju rS5R5 ♦ AIL or `rzrFl FiiR.6'IER L:I-IUE 0067 jsi Nv` %::TIOVti �_ LIHUc N.4Uw ,S11k1 EXTERIOR ELEVATIONS G R A P H I C S• C A t E N7SUEPCA k ASSOC.. Ili., An m c1m.1% .. D B' 10 1a' mna n. 11' ..0 e. 16x.1 ^,C%rpi A-8.1 Ifs° - V -00 7i7 1 wmw.� mw oov 69 ...__� rlwm not (N) ROCF GUTTEFS ENTIRE ROOF, SF,C DETAL 1/A -9.1 (N) DOWNSPCUr--\ EP -I PAINT (N) LEVER BOX EP -2 PAIR' AL- E) WINDOWS, TYP, EP -2 PANT (.V) RAILS, IYP. 1 EP PANT (E) STEPS:- >. i EP -1 PAINT (LI) DOYRSP( EP-1 PANT THRL:OJr DOWNSPOUT FP -I PANT (N) LEADER EP -1 PANT THRUOUT� SOUTH IYP, (M PALS, 1YP. I I r 1 EAFNI.E. SEE I I I I I I 3xiRF,15EE GE1. 6/A -9.1 I OEI. 9/ -9.1 ,I DS I I 'A I 1 I f,1(• I I . I• 1 DSI, (F ROOF EP -2 FAINT (E) DOOR PARR (E) (E) ROOF (N) DOW^IEPOUT (•l'Y '0'M1NSPOIT ' �' /—EP-4 PAINT (E) EP -1 PAINT THRUOUT "__ �-I[� •4 �EP -2 PAINT UNDER °° 00 ILL] I EP-1 AND IN FASCIA 130 00 °o °o° I EP-1 PAINT (N) (FADER SOX ° 0 EP -1 PAINT 'N LEADER BOX N DOWNS • : EP-2 PANT 'N RkLS, 'YP. EP PAINT (E) STEPS 3 will HIM\ EP -T PAI F CONIC. CAP-- SPLNSHBLOCK $PlA5HB�0OK EP -I PNNF TIIRUOUT EP -2 PLANT (N) EP -1 PAIN- tE) SCREEN EP -i AN: TNRUC6T RAILS, TIM. BLOCK M. EXTERIOR ELEVATION 1. EF -' DENOTES EX7ERCR PAINT - LASE COLOR. SCALE T!W =1W Z. EP� EFVOR PAINT X4LOR. I I I I I i � I I I ✓' I I I � � t f I'fa FOR P R ROOF R RT I I 1 ZR 1 •R106_" 1 I I I I I I I I I I 1 1I I II1 I r I F F �� _ l i r 1 I ^1 I� I' I I Ed EJ CS 1 (N) 'WATER 1 I T I 1 1111 111 1 (ry) 1y(jA�p - -I DEL 41A-9 .1 I I IUSI 1 OETF 14 /A E9.1 LEGEND L �N) COPPER IGME I IHRUOUI ROOF, SEE EJ - DENOTES CUTTER EXPNISION JOINT, SE DCTNL 2/A -9.1 DUAL 1 /A -9.1, TYP, NOTE: REMOVE ALL EXISTING OLITERS, LEADER SCXES GS - OFAJTFS DOWNSPOUT, SEE DETAIL I /A -9.1. SEE AND DDWNSPOUT AID REPLACE 1Y1711 NEW. PATCH 2/A -9.1 FOR LEADER BOX UETAL. Al IIOLF.S A7 EX.STINC WALL PENErWIONS. MATCH EXISTING 'HALL FINISH AND COLOR. ROOF PLAN SCP1E: 1116` =1' -0' 22 r1 PLAN AT ROOF REPAIR \A SCALE: ROOF TILE REMOVE -CLEATS AT 24" O.C. AID REPLACE WOH NET' 'IL 2 INCH HIGH NE'N VALLEY 'V" CRMP1 ) FLASHING T &G ROOF DECYONGJ ,µL4 REPLACE WHERE -�• 1AU CANAGED SELF ADHERING UNDERLAYMENT UNDER VALLEY FLASHING SECTION THRU VALLEY A-S.2 NOT TD SCALE RFXIOYF FXISTIMG R(ArX 'ICES• ROOF DECK AS REGUIRED TO REM(rv£ 'AXISIING DMAKivo 6•x6' VALLEY BEAM, REPLACE WITH NEW T&C OFWNC (.MATCH EASUNG) AFTER NEW VALLEY BEAM INSTALLED REMOVE EXISTING 3x4 BLOCKING AND TRIM TO INSTALL NEW VALLEY BEAM. REPLACE WITH (E+) 3x4 NEW 3x4 BLOCKING AND TRIM AS REOUIREO HALER (TO UATCN EX"K) RLIOYE (E) ALL DNA FIATF. DECKING L REMOVE (E) OAMAZEO 5°x6" VALLEY____ BENJ. HEHIACE MIR NEYr (N) VALLEY BIAN TO NI EXISTING rz'�\ SECTION AT ROOF VALLEY BEAM REPAIR -B 2 NOT TO SCA c UNDERLAYMSNT LAP OVER VkI .Y F,ASHIMG 1 R A P H I C S C. Y6 ..E D 0 10 1 ®0' 30, DEWA:R RPASA:YS - 7]D3,h9 /IN `�-- DEPT, OF ACCOUNTING & GENERAL SERVICES RRIS1:4 'T v90tx: u:RNS svai �s .-mm WRIOER LIHUE COURTHOUSE REN OVAT OVS RJ_;I : -sF;j A -8.2 >,r,,, :: .x,,,,: Sr,• n_,' 7- 4 x :53 u,.. REMOVE AND REINSTALL ROOF FILE AS REQUIRED TO INSTALL HEN WOM DECKING. PROVIDE NEW 301 RGORNG FELT. FRESERVE EXISTING BID STOFS- -- (E) 1 /8" x 10 COPPER STRAPS AT 3E" O.L. FYRVVE NEW STRAPS WHERE REIN OECKINC WS!ALLfII� (N) COPPER HALF IRCU \ CUTEk SCREEN (N) I /G' x 1" COPPER STRAPS AT SG' O.C. (:N) 0,0 T 3v5 CONT. E SIDE REMOVE AN) REPLACE MIT LINEAL FEET OF THE FRS' ROY/ OF 1 1 /4' X 12' ROOF DECKING WIT;R; )MJrED BY CRY FX!S'TING CETAL (N) COPPER--{ (N) S.S BIRD DOWMS?OOT HANGER lllll C11,11,1111,11, (N) COPPER GJRER TO MATCH E%ISTWG 2 IX" x 4 OOWNSPOUO 2 T /2" x 4" (VEPIFY) TO PATCH EX4iu11c MITER AND SOLDER ATJ CORNERS. TYP. GUTTER / DOWNSPOUT DETAIL A•9.1 SCALE 3W.. I'...0" NITER AND SOAFR CARTERS, TYP. (N) S.S am SPIXEI (N) COPPER DOWNSPOUT 2 1/2" x 4' 0-IRIFY) T( MATCH EXISTING (N) COWER LEA)ER ECK EXESII NG IU SIDE ELEVATION (N) a. (H) S.S BIRD SPIKE LEADER BOX DETAIL 4' 2 I/2 "x= COPPLH I MMPOU I CCIN•ER ?RACKET AT X "o O.C. MAX DOWNSPOUT STRAP i A,T SCALE: 3 "mi' 0- SPLASHBLOCK DETAIL 140T TO SCALE X1T TO 90 SPIKE AD- .R TO AATCH 1/2' ALLOW MOVEMIIT SOLDER ALE ENDS ALL AROOND GUTTER COPPER COVER STRIP. SOLDER ONE SIDE MY LOWER GUTTER FOR MOVEMENT a EXPANSION JOINT EJ DETAIL A•9 j NOT TO SCALE G RA PAIL SCAB ;" 1= x�rr 3,=G. 3 I 0° O 2• 3 �I a WATER BAFFLE DETAIL _9.1 NOT TO SCALE 1/2" JT ER ?ROMP. DEPT. OF ACCOUNTINGS GENERAL SER:•ICE<T OPATOM -F PmW ixws SAN N nue PPP: N'E: L'.HUc COURTI- I•Jll,:S: R --NOH.ATIOVS HVIA EXRPJOR DETAILS - rtITTER )EFAILS MI S.,N••.GI S A::SCC., Ri:.., ...n..LA. .x . o A -9.1 . I L SOUTH NORTH AREAWAY 1 EXTERIOR ELEVATION WALE: V2 , '-0" i SECTION A -92 SQU: 3/4. =1._D. TIN1S 0 BOLT SLEEVE, Y LOCATION) GUAR II CANE BOLT SLEEVE, 0. -0 Lj {�ERJ Y LOCATION) E' S" CONCRETE IANOING 7 TREACE AT 11" CONCRETE LA140ING BASEMENT EVEL 1 I 1 AREAWAY 1 FLOOR PLANS V-2 SCALE: 1/2 'm1' -0" •OEPT. OF ACCOINITINO B CENEPAI. SFRVICES� SAM 01 W.W.-p F :Mtft OWE COL!:HIi!JSE !:- h10':'AiIOtiS G R A P H I C. S C A l L1HJ-- _- FWW kAYNI EXTERIOR DETAILS - APEA'HAY 1 DETNLS 0 1' 2' J' J'A" = I' -O" 4SS ^C.. I:I'. u• ^ =. p"'^ e,,. N:rw A -9.2 0 62259M2' ' Fl , / 'n. s,51- 10_0!9] 1/24 , 0• o... m. .,..ym r. 2 /"' - Se er ; A 7 TOP "L HINGE 3 EAC T- H'SS2x4 HORIZ. PALS TINGE (3 EACH ` SIDE) PULL WELD •3- HSS2x2 POST HSS4x4 POST 1/2" SCUARF HSS2s4 SIDE PICKETS AT 4' D.C. CONN5 DETAIL . Ili I ' HSS2x2 BOT. RAIL PIC.4ETS AT 4' O.0 W GfJE LOCI( (E) OONC. tA-9-5 OLL CONK. OETVL DETAH 31 'WALL 2/A -9.3 - - CMIE Bar DE -hL 4/A -9.3 �. 7' -0" HIGH GATE SECTION /ELEVATION IsA- SCALE: 314'81' -V PADLOCK 1 2" i 5�y 'WELDED BEAD LC 3/4'0 CAE GOIT CARE BOLT GIWD �I I�•I _III —GV- -E If r RAE. mi •f�j�� CANE BOLT Ste, AT UNLOCKED POSITION CVPR]MIL HSS4x4 POST DRILL AND EPDXY 3' LPx4 "x1 /4^ EACH POST SIDE PULL WELDED 4 TOP OF WALL TO POST (E) CONC. WALL !41/Y0 EXP. BOL' (E) CONC. 2 CONNECTION DETAIL 9.3 SCALE: 1 1 /2 ^=i -0^ GATE SIDE PPIL 1/2^ R- I O 3/4 "0 CAIE BOLT WELDED TO PLATE OUT Or 31B" THICK PLATE FULL WELD T IET'PIL 3 1d• THI'X 3 /n^ THICK PLATE PICKET FT PLATE FULL WELD 3/4'0 HULL SECTION'A' )ND WHERE VTE IS IN ASED POSITKIN]— .ACE 517E P/4L OLT DF 3I6•• " THICK PLAT_ 3/400 CANE BGLT� — - - -• WELDED TO PIATE 3/4.0 CAME Q CANE BOLT (CONO 31B' THU PLATE WITH MTE OPEN) BOLT SECTION 'B' CAW BOLT CU PADLOCK GATE SEE f7P1'_� fz' f .j — III 111 3/4'0 CANE BOLT CONE DOLT GUIDE 7 31C OF S / HICK PLATE. HILL S:Ear. WELD AT LOCKED POSITION SECTION'C' 4 1 CANE BOLT DETAIL PADLOCK SUPPORT OUT CF 3 /d' THICK PLVE PADLOCK I'roUARE P:CKEf -CATE SIDE PAL �wre ear RaL ... LEV BOLT SLEE SVE SECTION TY 1/2' (VERTF�. YYITH SWING) OUT OF 3/8- T1M.'K PLATE ELEVATION /SECTION SECTION GATE LOCK DETAIL THICK GVE SITE -" ws>' xr ow I 144SP OUT RAIL _... _ OFPl, OEACCUUNTING 6 GENERAL SERVICES ES FS THICK PLAT yrs Or vum is St l ORMER LIH.rE COURT -QUSE 1 RENOVATIONS D R A P H I C 5 CA_L... I. HALM HOE KALR1 - __,..._ SLOTIE CANE 3a1 EXTRICR D:a1L5 - ARL'AWAY 1 CATE DETAILS 0 3" 6• CANE BOLT EQ rnr;,:rr: a: 1v "aT:C.. Pw. ,:a•.. .•� fo I' SUPPORT 36 o:'• ": "JA Pi A -9.3 CANE SOLI pl Sp• F4- 1C -OES7 3/4' = 1' -0' GUIDE CT str PADLOCK 1 2" i 5�y 'WELDED BEAD LC 3/4'0 CAE GOIT CARE BOLT GIWD �I I�•I _III —GV- -E If r RAE. mi •f�j�� CANE BOLT Ste, AT UNLOCKED POSITION CVPR]MIL HSS4x4 POST DRILL AND EPDXY 3' LPx4 "x1 /4^ EACH POST SIDE PULL WELDED 4 TOP OF WALL TO POST (E) CONC. WALL !41/Y0 EXP. BOL' (E) CONC. 2 CONNECTION DETAIL 9.3 SCALE: 1 1 /2 ^=i -0^ GATE SIDE PPIL 1/2^ R- I O 3/4 "0 CAIE BOLT WELDED TO PLATE OUT Or 31B" THICK PLATE FULL WELD T IET'PIL 3 1d• THI'X 3 /n^ THICK PLATE PICKET FT PLATE FULL WELD 3/4'0 HULL SECTION'A' )ND WHERE VTE IS IN ASED POSITKIN]— .ACE 517E P/4L OLT DF 3I6•• " THICK PLAT_ 3/400 CANE BGLT� — - - -• WELDED TO PIATE 3/4.0 CAME Q CANE BOLT (CONO 31B' THU PLATE WITH MTE OPEN) BOLT SECTION 'B' CAW BOLT CU PADLOCK GATE SEE f7P1'_� fz' f .j — III 111 3/4'0 CANE BOLT CONE DOLT GUIDE 7 31C OF S / HICK PLATE. HILL S:Ear. WELD AT LOCKED POSITION SECTION'C' 4 1 CANE BOLT DETAIL PADLOCK SUPPORT OUT CF 3 /d' THICK PLVE PADLOCK I'roUARE P:CKEf -CATE SIDE PAL �wre ear RaL ... LEV BOLT SLEE SVE SECTION TY 1/2' (VERTF�. YYITH SWING) OUT OF 3/8- T1M.'K PLATE ELEVATION /SECTION SECTION GATE LOCK DETAIL THICK -" ws>' xr ow I - _... _ OFPl, OEACCUUNTING 6 GENERAL SERVICES ES FS yrs Or vum is St l ORMER LIH.rE COURT -QUSE 1 RENOVATIONS D R A P H I C 5 CA_L... I. HALM HOE KALR1 - __,..._ EXTRICR D:a1L5 - ARL'AWAY 1 CATE DETAILS 0 3" 6• rnr;,:rr: a: 1v "aT:C.. Pw. ,:a•.. .•� 0 I' 2' 36 o:'• ": "JA Pi A -9.3 pl Sp• F4- 1C -OES7 3/4' = 1' -0' .w.. m .....n r. -s c " s.� 73 CT str __........_. "4,... a (E) 'WALKWAY 4" LAYER OF CRINM i- OVER WEED BARRIE2 'WICAL EGUIPMENT WALKWAY 3. p�: I GPAR Idd Y �-,n s7 t" WEEO R4*AIER CONC.•PAD 177 O1 >., .... ___ I riPKfA1 SEE - - - -_ -r h = ,u �: �l � STRJC AA. N, _ - -_ _ - �_n__t> _ %I 111 SECTION III E.F.S. -f— MECHANWild N - EOUIPMEM EQUIPMENT A MECH. EQUIPMENT FENCE ENCLOSURE PLAN _g,q SGALE: 1/4 =1-0 I 0'-0' HIGH GATE. EFS FINISH OVER EE CEFAIL 3 /A -9J: CUNC. CN 81.00% �B" aw WALL �Y Illil6' IiitlF CREEK d. PCR N \ SOUTH 07 HU B" CMU WALL REVEA SEE 2' WIDE Er ---F OETAIL 8. O.C4 'i u EFS F11115H OVER NORTH R° cMU rcAu CONT. CAP BLOCK SCREEN BLOCK, PAINT TIP. Ind ,I vI 'i i J" PVC 2' -B' 2' -B' 2' -B" '-4 WEE' H9- WEST CONi. CPP BLOCK SCREED BLOCK, EFS FINISH OVER a,�� a•A tol .�.A k J Ain .�a� 1.. , 1 � EAST 11- -_- -•• PPE PENEWLTIGNS � FENCE ENCLOSURE EXTERIOR ELEVATIONS MC. TTPoCAL- ___.. �Ir T R 4 LA __. N 1 I I "1 6'-B- riAll('riAY 4' -0" ArH GATE. SEE 3/A -9.4 I 3'..p• ' 4" LAIF.R i HINGE (3EIEG.CH -- 9Sti2x4 HOH12. RMLS Id Or GRi4EL r ... y; TYPICAL x; HSS2x4 SIOC rr vv_. - n •• CONN. DETAIL---- . WEED BART ER all PAP 2/A -3.3 e ■ i did TYPICAL SEE STRUCTJRAL S ar : 1ppppppp IN till I I ■ z SECTION F.SS4x4 Pos o- A•9.4 FICK TS Av9E ;1 I 1 1 or LFS. PICKEZ AT 4" O.L. ,...,; . ,..._...,.._ CONK DETAIL III J�II =.... I Add r - .o�. 1 1(011 / /IIOfOf TO ACCU 10 AWJ TO ACCU TO ACCU TO Ldd CANE BOLT 1 2 3 4 COUFMOUSE DETAIL 4/A -9.3 som `AC24 ELEVATION '1 FENCE ENCLOSURE INTERIOR ELEVATION 0 GATE DETAIL non SPATE. 3 /4'=i' -D' REVEAL DETAIL n IA:.I P GESCr11ER RV+410NS 29/?J •n /TJ /h �___ _ — - I DEPT, OF AGCOUNI'lld GENERAL SERVICES 0NSION W` PUSUC "01745 sura u. Ntnc" O N h P 4 I F S C A L E OF,T:IER LIFT 'E COURTIJOL13E O 1' 20 3' RIENOVNI IONS .. 3/4" = I'dd LHUe KAllsl F1L�All R EXTERIOR ELEVATIONS - MEOW LAICAL E(WIFMENT O 1 2' it FENCE ENCLUSURE OEFAILS CQ.Oar. _ .............. I / ?• :. I''O- f.IL S. #AL' + +\ 5 iS':C., IiIL, ( rmmno. N.-e w. pa4 a x IO -DE ?; A9.4 SV! _m 74;75 /I4 ! 153 fti �fv:w ..ai EFS F11115H OVER NORTH R° cMU rcAu CONT. CAP BLOCK SCREEN BLOCK, PAINT TIP. Ind ,I vI 'i i J" PVC 2' -B' 2' -B' 2' -B" '-4 WEE' H9- WEST CONi. CPP BLOCK SCREED BLOCK, EFS FINISH OVER a,�� a•A tol .�.A k J Ain .�a� 1.. , 1 � EAST 11- -_- -•• PPE PENEWLTIGNS � FENCE ENCLOSURE EXTERIOR ELEVATIONS MC. TTPoCAL- ___.. �Ir T R 4 LA __. N 1 I I "1 6'-B- riAll('riAY 4' -0" ArH GATE. SEE 3/A -9.4 I 3'..p• ' 4" LAIF.R i HINGE (3EIEG.CH -- 9Sti2x4 HOH12. RMLS Id Or GRi4EL r ... y; TYPICAL x; HSS2x4 SIOC rr vv_. - n •• CONN. DETAIL---- . WEED BART ER all PAP 2/A -3.3 e ■ i did TYPICAL SEE STRUCTJRAL S ar : 1ppppppp IN till I I ■ z SECTION F.SS4x4 Pos o- A•9.4 FICK TS Av9E ;1 I 1 1 or LFS. PICKEZ AT 4" O.L. ,...,; . ,..._...,.._ CONK DETAIL III J�II =.... I Add r - .o�. 1 1(011 / /IIOfOf TO ACCU 10 AWJ TO ACCU TO ACCU TO Ldd CANE BOLT 1 2 3 4 COUFMOUSE DETAIL 4/A -9.3 som `AC24 ELEVATION '1 FENCE ENCLOSURE INTERIOR ELEVATION 0 GATE DETAIL non SPATE. 3 /4'=i' -D' REVEAL DETAIL n IA:.I P GESCr11ER RV+410NS 29/?J •n /TJ /h �___ _ — - I DEPT, OF AGCOUNI'lld GENERAL SERVICES 0NSION W` PUSUC "01745 sura u. Ntnc" O N h P 4 I F S C A L E OF,T:IER LIFT 'E COURTIJOL13E O 1' 20 3' RIENOVNI IONS .. 3/4" = I'dd LHUe KAllsl F1L�All R EXTERIOR ELEVATIONS - MEOW LAICAL E(WIFMENT O 1 2' it FENCE ENCLUSURE OEFAILS CQ.Oar. _ .............. I / ?• :. I''O- f.IL S. #AL' + +\ 5 iS':C., IiIL, ( rmmno. N.-e w. pa4 a x IO -DE ?; A9.4 SV! _m 74;75 /I4 ! 153 fti �fv:w ..ai EAST 11- -_- -•• PPE PENEWLTIGNS � FENCE ENCLOSURE EXTERIOR ELEVATIONS MC. TTPoCAL- ___.. �Ir T R 4 LA __. N 1 I I "1 6'-B- riAll('riAY 4' -0" ArH GATE. SEE 3/A -9.4 I 3'..p• ' 4" LAIF.R i HINGE (3EIEG.CH -- 9Sti2x4 HOH12. RMLS Id Or GRi4EL r ... y; TYPICAL x; HSS2x4 SIOC rr vv_. - n •• CONN. DETAIL---- . WEED BART ER all PAP 2/A -3.3 e ■ i did TYPICAL SEE STRUCTJRAL S ar : 1ppppppp IN till I I ■ z SECTION F.SS4x4 Pos o- A•9.4 FICK TS Av9E ;1 I 1 1 or LFS. PICKEZ AT 4" O.L. ,...,; . ,..._...,.._ CONK DETAIL III J�II =.... I Add r - .o�. 1 1(011 / /IIOfOf TO ACCU 10 AWJ TO ACCU TO ACCU TO Ldd CANE BOLT 1 2 3 4 COUFMOUSE DETAIL 4/A -9.3 som `AC24 ELEVATION '1 FENCE ENCLOSURE INTERIOR ELEVATION 0 GATE DETAIL non SPATE. 3 /4'=i' -D' REVEAL DETAIL n IA:.I P GESCr11ER RV+410NS 29/?J •n /TJ /h �___ _ — - I DEPT, OF AGCOUNI'lld GENERAL SERVICES 0NSION W` PUSUC "01745 sura u. Ntnc" O N h P 4 I F S C A L E OF,T:IER LIFT 'E COURTIJOL13E O 1' 20 3' RIENOVNI IONS .. 3/4" = I'dd LHUe KAllsl F1L�All R EXTERIOR ELEVATIONS - MEOW LAICAL E(WIFMENT O 1 2' it FENCE ENCLUSURE OEFAILS CQ.Oar. _ .............. I / ?• :. I''O- f.IL S. #AL' + +\ 5 iS':C., IiIL, ( rmmno. N.-e w. pa4 a x IO -DE ?; A9.4 SV! _m 74;75 /I4 ! 153 fti �fv:w ..ai i -I A STAIR 6 PLAN -9.5 SCALE I/T =' -0- s AREAWAY 2 PLAN A -9.5 SCALE: I/2'- 1'- .0:..- !M1 CI:AWIDAtl SOUTH (N) GUARDRAIL. rSEE G/A -7.7 ��lllf iii I 7m I SOUTH (N) GUARDRAIL. rSEE G/A -7.7 UQffaiA.. W -1 BOOR COATING AT - 1 112'0 PPE TREADS AM TOP MAIL= RISERS 1 1 /2 "A POST -I 1/2 ^d PIP' i.- -• POST SEE DETALL-- 9/A-7.7 nPlcx STAIR 6 HANDRAIL ELEVATION SCALE: 1/2 " =i' -0' VVES I AREAWAY 2 GUARDRAIL ELEVATIONS ___. `` SEE J L 9/A -7-7 - COWMN 1 1 /2••A PIPE 70P RAL 1 t /YIll PIPE _ POST o SEE DETAIL M O/A -7.7 SECTION (E RAMP WALLS (WI CONCRETE V/1 gIG � SLAB 14 AT ifi' O.C. 4 c RAMP TRENCH DRAIN PLAN 2 TRENCH DRAIN SECTION -9.5 sate I' -D" A -9.6 scA El'= r0....... °_ --(E) RARP WAILS (E) RAMP Y /AL1.5�- TRENCH DRAIN, SLOPE STAB I /2 ":I2" -� SLOPE TO DRYI! TO OFAN i zy . • ... n i'.' " .... . RS AT I6' O.C.J 4 —!q4 u a TRENCH DRAIN SECTION A•96 SCALE: I DRAIN, TO DIRM _ (E) RAMP CONCRETE STAR CONT. N -PWRER REWSgti 3M30E /,� %I�'.�� -___ DEPT. OF ACCOUNTING A OENF.PX. SERVICES m I ax9'JI: OF PUBLIC WORKS wit CI Pfi .: G R A -P.H I.0 5 C A L P. PORK {F.R UFI:E COURT-IOUSE' o r 2' a' RENOVATIONS EMEMfl DE'A'LS - STAHt 6 MD AREAWAY 2 DETAL D t' Y A' c.� — ............ I/2- , I' -O" -9- Clii "r'r"CA S AS -vX.; RIG.' •...:�aa.a D . Pr •,n SY: 64- 10 -0617 A -9.5 o..,w i. ..._ ......_ I . ��lllf UQffaiA.. W -1 BOOR COATING AT - 1 112'0 PPE TREADS AM TOP MAIL= RISERS 1 1 /2 "A POST -I 1/2 ^d PIP' i.- -• POST SEE DETALL-- 9/A-7.7 nPlcx STAIR 6 HANDRAIL ELEVATION SCALE: 1/2 " =i' -0' VVES I AREAWAY 2 GUARDRAIL ELEVATIONS ___. `` SEE J L 9/A -7-7 - COWMN 1 1 /2••A PIPE 70P RAL 1 t /YIll PIPE _ POST o SEE DETAIL M O/A -7.7 SECTION (E RAMP WALLS (WI CONCRETE V/1 gIG � SLAB 14 AT ifi' O.C. 4 c RAMP TRENCH DRAIN PLAN 2 TRENCH DRAIN SECTION -9.5 sate I' -D" A -9.6 scA El'= r0....... °_ --(E) RARP WAILS (E) RAMP Y /AL1.5�- TRENCH DRAIN, SLOPE STAB I /2 ":I2" -� SLOPE TO DRYI! TO OFAN i zy . • ... n i'.' " .... . RS AT I6' O.C.J 4 —!q4 u a TRENCH DRAIN SECTION A•96 SCALE: I DRAIN, TO DIRM _ (E) RAMP CONCRETE STAR CONT. N -PWRER REWSgti 3M30E /,� %I�'.�� -___ DEPT. OF ACCOUNTING A OENF.PX. SERVICES m I ax9'JI: OF PUBLIC WORKS wit CI Pfi .: G R A -P.H I.0 5 C A L P. PORK {F.R UFI:E COURT-IOUSE' o r 2' a' RENOVATIONS EMEMfl DE'A'LS - STAHt 6 MD AREAWAY 2 DETAL D t' Y A' c.� — ............ I/2- , I' -O" -9- Clii "r'r"CA S AS -vX.; RIG.' •...:�aa.a D . Pr •,n SY: 64- 10 -0617 A -9.5 o..,w i. ..._ ......_ I . 2—R4 CONT, PBERGLS5 REBAR 1WTH #4 TIES AT- 16" 0 -C (E) CONME7E WALL t C SEA -ANT TEFMNATION BAR RP.400F MASTIC 1/4" CALY, STEEL AROUND SLEEVE FCHECKERED PLATE. — MEMB:ANE CCLUVI AROUND SLEEVES OVER SENi0."dTE MEMBRANE. DRAIN L'AAHU OWN SENTONRE MEMBRANF Ile GAIp, ST CHECKERED PI r-SS STRUT SE Cf F11 TRENCH SECTION SCALE'1' =I'd (F) CORCNEIEJ FOOTING TYPICAL WALL SECTION SET, 5/A•9.6 -FiNSH GPAX CAP 71MI A BEAD OF SEALAAP CONT. TERMINATION BAR NAILED AT 3. O.C. R1NE WITH BENTONIIE ACANST SUBSTRATE AGE MATERIAL 9_1A [rNr FNFam ACc ,OMPACTED SELECT FILL �.- TRENCH SECTION SGALE'I'zI' Y (E) CONC. FXPANM: FOAM SEALUN1 I149DE SLEEVE. TVP. S.S. TERMINATION BAR ON BUILDING WALL .1 —,{4 CCNT• FIBERGLSS REEAR WITH #4 TIES AT f8. O.C. '�' a TRENCH SECTION A•9.6 SCALE. "'PO' MENSRANE WITH DENTONRE < „ SLOT AGAINST SUBSTRATE A MANENr WE n v _ • i CI MASTIC AROUND PIPE 'HASHER EXTEND a SHO IE0.5r s• ULD a I 1 4� r BETC•ND PIPE A I 1 (E) CONC. WALL c AROUND PIPE / I GLLNi ISOMETRIC SECTION WATERPROOFING AT PIPE PENETRATION CAP WITH A READ OF SEALANT IY' 'T CONE, AT so ACIC. BAR FINISH GRADE ! R BELOW NAILED A. d- C.C. U P BEN. WHERE CANT OCWH A! OR BEWYN UAIOFAZ SEAL 11'HERE 'HALL WATERPROOFING MEETS FDDBHs 1 _ EARTH BPLKfl66 1 '.kk- - ... BIVJIE+ %%% L� •- / PERNE TAPE AT AL J RriCALTICAL S &AyS iN5 M_MERANE TRIM DF_MONRE N SIDE ACANS' SVBSTRAE • j TYPICAL, GRADE LINE TERMINATION AT WATERPROOFING AT'/- STEEL :RED PLATE GRACE )PARAGE MATE81AL 2 -,}'4 CONT. FIBEEGLASS REBAR WITH 14 TIES AT is" O.C. Z•_8 1 /:, CALY. ST CHECKERED PL �S.S STRUT FIBERGLASS NEW )H PEDESTAL, EEAA _..?.. TRENCH SECTION 99.6 SCALE 13/4• x I• x I /4" DENT 1/4• CALV. $PEEL PLATE WITH 3/8"8 x 3" LONG CHECKERED PLATE ANCHORS AT f2. O.C. (ALL FAROUND) a q . q tl _ A 4: a qA qa P a. q 6 4 0. TRENCH COVER DETAIL A•9.6 SEPARATE PACE OF FILTER FABRIC PARED AROUND PIPE AND NAILED IN PIAC7 J_ P'PE 'WASHER" AND MASTIC INSTALL AROUND PIPE_ TAPE "WASHER' W PIPE I I I 1 L ! I NOT O SCALE PERMANENT TAPE AT ALL VERTICAL SEAMS MEMBRANE. WITH 617.07,011117F SIDE AGAINST SUBM W:C I / ACwNSE SUBSTRATE. WATERPROOFING AT OUTSIDE CORNER S /A -9.6 SL'. CBM.E MITI GRAPHIC S,O.A.L. C 0 V 2' 3' GO I� tI 0 4' B' i CEPLOFACCOUNTWG4GENERA . SERVICESw ON SION W FU1IM WORKS S. IE w HS'Wa -OR6IER LIHA CUURI'10USE RENOVATIONS L IUE RAVAI HAWAII LgFx:UANEOUS or71iL5 19'S.Kilr� S i6ELC._ INC. _•� �:[. [w..o .o I =13 A -9.6 ....... SIR 1AW C" ur I z W.,; EGSTING 1' -5- THICK CONCFETE WALL I REFRICER47ION PIPE. SEE MECH, - FGA` - SFAIA I1 SFAIANT INSILIE BLkkYL WAEERPROOFNG MASTIC ALL AROUNC SLEEVE 2—R4 CONT, PBERGLS5 REBAR 1WTH #4 TIES AT- 16" 0 -C (E) CONME7E WALL t C SEA -ANT TEFMNATION BAR RP.400F MASTIC 1/4" CALY, STEEL AROUND SLEEVE FCHECKERED PLATE. — MEMB:ANE CCLUVI AROUND SLEEVES OVER SENi0."dTE MEMBRANE. DRAIN L'AAHU OWN SENTONRE MEMBRANF Ile GAIp, ST CHECKERED PI r-SS STRUT SE Cf F11 TRENCH SECTION SCALE'1' =I'd (F) CORCNEIEJ FOOTING TYPICAL WALL SECTION SET, 5/A•9.6 -FiNSH GPAX CAP 71MI A BEAD OF SEALAAP CONT. TERMINATION BAR NAILED AT 3. O.C. R1NE WITH BENTONIIE ACANST SUBSTRATE AGE MATERIAL 9_1A [rNr FNFam ACc ,OMPACTED SELECT FILL �.- TRENCH SECTION SGALE'I'zI' Y (E) CONC. FXPANM: FOAM SEALUN1 I149DE SLEEVE. TVP. S.S. TERMINATION BAR ON BUILDING WALL .1 —,{4 CCNT• FIBERGLSS REEAR WITH #4 TIES AT f8. O.C. '�' a TRENCH SECTION A•9.6 SCALE. "'PO' MENSRANE WITH DENTONRE < „ SLOT AGAINST SUBSTRATE A MANENr WE n v _ • i CI MASTIC AROUND PIPE 'HASHER EXTEND a SHO IE0.5r s• ULD a I 1 4� r BETC•ND PIPE A I 1 (E) CONC. WALL c AROUND PIPE / I GLLNi ISOMETRIC SECTION WATERPROOFING AT PIPE PENETRATION CAP WITH A READ OF SEALANT IY' 'T CONE, AT so ACIC. BAR FINISH GRADE ! R BELOW NAILED A. d- C.C. U P BEN. WHERE CANT OCWH A! OR BEWYN UAIOFAZ SEAL 11'HERE 'HALL WATERPROOFING MEETS FDDBHs 1 _ EARTH BPLKfl66 1 '.kk- - ... BIVJIE+ %%% L� •- / PERNE TAPE AT AL J RriCALTICAL S &AyS iN5 M_MERANE TRIM DF_MONRE N SIDE ACANS' SVBSTRAE • j TYPICAL, GRADE LINE TERMINATION AT WATERPROOFING AT'/- STEEL :RED PLATE GRACE )PARAGE MATE81AL 2 -,}'4 CONT. FIBEEGLASS REBAR WITH 14 TIES AT is" O.C. Z•_8 1 /:, CALY. ST CHECKERED PL �S.S STRUT FIBERGLASS NEW )H PEDESTAL, EEAA _..?.. TRENCH SECTION 99.6 SCALE 13/4• x I• x I /4" DENT 1/4• CALV. $PEEL PLATE WITH 3/8"8 x 3" LONG CHECKERED PLATE ANCHORS AT f2. O.C. (ALL FAROUND) a q . q tl _ A 4: a qA qa P a. q 6 4 0. TRENCH COVER DETAIL A•9.6 SEPARATE PACE OF FILTER FABRIC PARED AROUND PIPE AND NAILED IN PIAC7 J_ P'PE 'WASHER" AND MASTIC INSTALL AROUND PIPE_ TAPE "WASHER' W PIPE I I I 1 L ! I NOT O SCALE PERMANENT TAPE AT ALL VERTICAL SEAMS MEMBRANE. WITH 617.07,011117F SIDE AGAINST SUBM W:C I / ACwNSE SUBSTRATE. WATERPROOFING AT OUTSIDE CORNER S /A -9.6 SL'. CBM.E MITI GRAPHIC S,O.A.L. C 0 V 2' 3' GO I� tI 0 4' B' i CEPLOFACCOUNTWG4GENERA . SERVICESw ON SION W FU1IM WORKS S. IE w HS'Wa -OR6IER LIHA CUURI'10USE RENOVATIONS L IUE RAVAI HAWAII LgFx:UANEOUS or71iL5 19'S.Kilr� S i6ELC._ INC. _•� �:[. [w..o .o I =13 A -9.6 ....... SIR 1AW C" ur I z W.,; DAVID Y. IGE GOVEMOR Of IIAWAII April 23, 2015 STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES STATE HISTORIC PRESERVATION DIVISION KAKUHIHEWA BUILDING 601 KAMOKILA BLVD, STE 555 KAPOLEI, HAWAII 96707 Eric Agena Department of Accounting and General Services Kauai District Office 1680 Ilalcukana St. Lihue, HI 96766 Eric,M.Agena@hawaii.gov Aloba Mr. Agena: SUBJECT: Section 6E -8 Historic Preservation Review Former Libue Courthouse Renovations 3059 Ilmi St., Lihue Kalapaki Ahupua`a, Puna district, Island of Kauai TMK: (4) 3- 6- 005:001 CARRY S. CRANG BOARD OF LAND AND NATURAL RESOURCES COMMISSION ON WATER RESOURCE MANAGEMENT DA.NML 5, QUINV INTERIM FELS7' DEPUTY W. ROY HARDY ACTING DEPUTY DIRECTOR, WATER AQUATIC RESOURCES ROATTNO AND OCEAN RECREATION BUREAU OF CONVEYANCES COMMISSION ON WATER RESOURCE MANAGEMENT c'ONSERVAI'loN ANU COASTAL LANDS CONSERVATION AND RESOURCES ENFORCEMENT EKOTNEEMO FORESTRY AND WMI)LUT NIs'rmc PRESERVATION KAITOOIAWE TSIAND RESERVE COMMISSION LAND STATE PARKS LOG NO: 2015.01063 DOC NO: 1404MN02 Archaeology Architecture Mahalo for consulting with us in regards to DAGS Job no. 64 -10 -0697, the renovation of Lihue Courthouse to provide office space for state staff. The 1938 Lihue Courthouse is a contributing resource in the Libue Civic Center Historic District listed on the National and State Register of Historic Places (SIHP 50- 30- 11- 9351). The State Historic Preservation Division Architecture Branch reviewed plans for renovation originally submitted on October 9, 2013 (Log No. 2013.5813, Doc No. 1311 MB08) with revisions presented via email November 27, 2013. Based on the plans and photographs presented in prior correspondence, the Architecture Branch made a determination of no historic property affected as plans to renovate did not affect the historic integrity or character of the building. We received a phone call Thursday, May 29, 2014 and subsequent email correspondence on May 30, 2014 from Paul Tonaki of Mitsunaga and Associates regarding changes to the renovations. The installation of bathrooms within the basement requires excavation under the north portion of the buildings. The excavation will involve cutting a temporary hole in the basement wall to extract the excavated dirt. The soil will be extracted and the hole repaired. Additionally, waterproofing along the exterior of the basement around the perimeter of the building will require excavation of a 5 foot deep by 6 foot wide cross section of soil. When the waterproofing work is completed the soil will be backfilled to existing grade elevation around the building. In addition, trenches around the building will be installed to facilitate infrastructure. Based on the drawings and information provided, the Architecture Branch maintains that the project will have no effect on the historic integrity of the building. The Archaeology Branch conducted a site visit with Paul Tonaki of Mitsunaga and Associates in August 2014, as per our request (Log No. 2013, 5813, Doc No. 1406MN11). While it's evident that the ground surrounding the Lihue courthouse has been previously disturbed to construct the building and associated infrastructure, no archaeological inventory survey (AIS) has been conducted to date within the Lihue Civic Center Historic District. Based on the extent of' ground disturbance into areas within the historic district, we believe that historic properties may be affected. In order to mitigate potential effects of the project on historic properties, we recommend that an Archaeological Monitoring Plan be submitted, in accordance with HAR §13 -279. t � Department of Accounting and General Services April 23, 2015 Page 2 Please contact Mary Jane Naone at (808) 646 -1597 or Maryjane.naoncChawaii.gov if you require a list of qualified archaeological consultants; or if you have any questions regarding this letter. Aloha, Mary Jane Naone Kauai Lead Archaeologist CC. Ka`aina Hull Planning Department 4444 Rice Street, Suite A473 Lihue, Hawaii 96766 khull( )kauai.,ov Paul Tonald Mitsunaga & Associates, Inc 747 Amana St. Ste. 216 Honolulu, 1-11968.14 paul(i mitsd.esi na com. Edwin Santa -Maria Department of Accounting and General Services Edwin.Santa.Mari,2! awaii.gov K