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03/09/2015 - Minutes MINUTES CITY&COUNTY BUILDING CONSERVANCY AND USE COMMITTEE MONDAY, March 9, 2015, 4:00 P.M. Committee Members Present: Committee Members Not Present: Terry Wright, Chairman John McCarthy John Phillips Steve Cornell Jerod Johnson, Vice Chairman Robert Young Mark Vlasic z att Fake City&County diuitoinq Con9erbantp&8tae Commute Ex Officio Members Present: avinunice Jim Cleland, SLC Facilities Sean Fyfe, SLC Engineering nmc 8/10/2015 Jaysen Oldroyd, SLC Attorneys Office Terry welcomed everyone to the meeting and noted that there is a quorum present. Terry asked for a roll call: Terry Wright, Chairman; Robert Young, College of Architecture and Planning,Jerod Johnson, Vice Chair; Mark Vlasic, Landscape Architect;John Phillips, Member at Large; Sean Fyfe, SLC Engineering; Jim Cleland, SLC Facilities;Joan Swain, SLC Facilities. Agenda Item#1: Approval of January 12, 2015 and February 9, 2015 meeting minutes. Terry asked if there were any corrections or changes to the January 12, 2015 minutes. There were none. Terry asked if there was a motion to accept the minutes. Robert Young motioned to accept the January 12, 2015 minutes. Terry asked if there is a second to the motion. John Phillips seconded the motion. The Committee unanimously voted to approve the January 12, 2015 minutes as written. Terry asked if there were any comments or corrections to the February 9, 2105 meeting minutes. There were none. Jerod Johnson motioned to approve the February 9, 2015 minutes as they stand. Terry asked if there was a second to the motion. John Phillips seconded motion. The Committee voted unanimously to accept the minutes as written. Agenda Item#2: Committee Business—Election of Officers. Terry explained that the elections would be for Chairman and Vice Chairman. He noted that the Chairman can be in the position for two periods of time, of which he (Terry) is at 2.5. Terry asked if there was anyone who would make a motion for a chairman. John Phillips asked Jerod Johnson if he would serve as Chairman. Jerod answered that he would be willing, but he was going to ask if there was anyone else who would feel inclined to assume that role as well. Terry asked if there was anyone that would make a motion to elect Jerod to become the Chairman. Robert Young motioned for Jerod Johnson to be elected chair by mandate since there is no one running against him. Terry asked for a second. John Phillips seconded the motion. The committee voted unanimously to elect Jerod Johnson as Chairman. Terry asked if there was a motion to elect a Vice Chair. 1 John Phillips motioned to elect Mark Vlasic as Vice Chairman. Robert Young seconded the motion. The Committee voted unanimously to elect Mark as Vice Chairman. Terry agreed to finish conducting this meeting and turn the gavel over to Jerod for the next meeting. Agenda Item#3: Art Gallery Update &Vote. • Proposed labor rate for set up and security deposit increase. Terry explained that in the February 9, 2015 meeting the Committee was updated by Alexis Anderson regarding a proposed labor rate of$25.35 per hour for the cost of a city employee's labor to help with the set-up of the art to be displayed. The reason for a labor cost is because some of the artists are not bringing help to hang their art and so the City was asked to provide additional labor to help get the art hung. Terry explained that Alexis proposed the labor rate for set up as well as and increase in the security deposit and suggested that the committee needed to give a recommendation that the labor rate and security deposit increase would be accepted so the City Council could act upon these changes. Terry asked if there was a motion as outlined in the February 9, 2015 minutes. John Phillips mentioned that it was his recollection that what the Committee was going to do was agree that the security deposit rate was going to now be the$81.00 as indicated in the minutes and the$25.35, which is the currently hourly rate of an employee here in the City and County Building. Terry noted that the$25.35 per hour should be described as the "labor costs" to the city. Jim Cleland asked to clarify it further saying "we are just recovering costs for the use of a city employee and there was no attempt to make any money on this. John Phillips explained that with these two numbers, he would make a motion to accept the rate of$25.35 per hour to charge individuals that need assistance in hanging their art and that we increase the rate from $77.78 to $81.00 for a security deposit and that the funds necessary for recovering the cost of the city employee's time shall be deducted from the security deposit. Terry asked if there was a second to the motion. Robert Young seconded the motion. Terry asked if there was any comment or questions relative to the motion. Joan Swain explained that the minutes also note that the committee discussed charging a flat fee of$75 for an estimated 3 hours of set up, in an effort to discourage artists from just showing up without help thinking they will just deduct it from the security deposit. We would rather encourage artists to plan on bringing their own help. John Phillips asked if we could add this on to his first motion or make a new motion. Terry responded that an amendment could be made to the first motion. John Phillips said he would like to make an amendment to the previous motion, which would be that if individuals decide that they are going to use that service that they be charged a flat rate of$75.00 to help in hanging their art. Terry asked if there was a second to this amendment. Mark Vlasic seconded the amendment. Terry asked if there was any question regarding the amendment to the motion. There was none. Terry asked for a vote on the amendment. The committee voted unanimously to approve the amendment. Terry asked for a vote on the motion. The Committee voted unanimously to approve the motion. Terry noted that the motion as well as the amendment passed. 2 • Gallery Stroll Update. Jim Cleland reported that the first floor art gallery has taken off in popularity and we are getting a lot of new applications submitted, therefore, we decided that we would like to join the Salt Lake Gallery Stroll. He explained that the Gallery Stroll is not a Salt Lake Arts Council sponsored event, but, it is a separate event by groups that are associated with the Arts Council. The stroll is held on the 3rd Friday of each month and it would require the building to stay open until 10:00 pm that night. At the same time, because the City and County building will be open for this event, the café will also stay open and serve light refreshments and that kind of thing. Jim told the Committee that Liberty Valentine, the concessionaire, is also participating in the gallery stroll and so patrons will be able to enter from the Café as well as entering from the gallery. A small Salt Lake City paid a small fee to be part of the Gallery Stroll, which also includes all advertising. Jim explained that the building security guys will watch to make sure the visitors do not wander through the rest of the building and get into trouble. Jim also reported that we found out that people have been calling wanting to purchase the artwork that is hanging in the building. Obviously they cannot purchase it while it is hanging there, but they can contact the artist and make arrangements to purchase it. The artist's display a short bio about their art and also have business cards on hand for interested patrons. This is a good thing for budding artists to have the opportunity to exhibit their work and have possibly even sell some of it. Agenda Item#4: Review of the New Drawing Set—Washington Square Café Outdoor Dining. Terry explained that the Committee reviewed the suggested changes put in the February meeting and gave the designers some items to consider and now it is time to review and give a recommendation if the City should proceed with this. Terry commented that upon his review he did not see anything that the designers had missed. Robert questioned the type of iron work being proposed, noting that it is very ornamental and asked if it was something that was based on a historic precedent set here at the building or is this just something they have created. Jim Cleland suggested that this was the closest they could come to a "period" design, even though it is rod iron mixed with cast iron. Robert specifically noted that the gate seemed to be a little more "fancified". Jim acknowledged that the designers were definitely trying to make it a little more ornamental to fit the period that it was built. Mark Vlasic commented that the style of the iron work proposed was his first thought as well. He asked if the building style was "Richardsonian" and noted that the iron work seemed a little more "Victorian". Robert acknowledged that the style was Richardsonian/Romanesque". Jim Cleland noted that the building was completed in 1894 and Queen Victoria died in 1900 or 1901 so this was in the same era. Mark and Robert agreed that it would have been interesting to see what the original ironwork of the building was and if this proposal matches it or goes in a different direction. Jim suggested that there is not anything at this point that is contradictory to it. Terry noted that the only iron work he could recall was the ornamental-work up on the roof. Mark also commented relative to the use of clematis on cast iron. Noting that it may be okay in the shade, but, most vines don't do well on metal when it gets heated. Also noting that these 3 vines can be very sensitive and difficult to get established so this may be something they want to consider an alternative in the future. Jerod asked Jim to remind the Committee what the schedule for this project is. Jim explained that they do not want this project to interfere at all with the seismic upgrade or with the stone renovation. He noted that Sean Fyfe suggested that it may be possible to put it in as a change order to the end of construction in year two or we could fit it in completely separate, put in as an alternate. Jim suggested this all depends on funding that so this gives him one year to drum up enough enthusiasm for the project now that we have the accepted drawing and a plan to get it funded in the project or it will go one afterwards. Jerod suggested that he sees some pros and cons if it happens as an addendum to the project, that is an ongoing project and there will be posts on top of that mote cover and so it would make sense to do it as a separate project. Jim reported that there is another issue relative to the outdoor dining project. The transformer that is in the vault right below it has no other access for that transformer except through the roof/ceiling.Jim said he has this transformer on a 10 year plan and hopefully can get the money for a new transformer before we do this project because he does not want to have to tear the lid off the patio to get to the transformer when it fails he would rather put a new one in before it fails and then put our patio over it. This transformer could fail in a year or in 10 years we just don't know, it is one of the old transformers and was not changed out when the building was remodeled. He does not want to pour a new patio with that old transformer in there. Terry asked if there was any other discussion relative to the drawing. There was none. Terry asked if there was a motion. Robert Young motioned to accept the drawings. Mark Vlasic seconded the motion. Terry asked if there was any discussion on the motion. There was none. Terry called for a vote. The Committee voted unanimously to approve the motion. Terry welcomed Jaysen Oldroyd to the meeting. Jaysen apologized for being late due to other meetings. Agenda Item#5: Update on City and County Bldg. Procurement on Stone &Seismic Projects. Sean Fyfe explained his recollection was that last month the RFQ was advertised and we were waiting for responses. He noted that they did receive responses from three firms and the initial thought was that after the submittal they could just select one, but there were two really well- qualified firms, so they decided to take the procurement to the next step and conduct interviews. They also issued a technical proposal where they ask more project specific questions and the response is part of the evaluation. He explained that from the three firms, they short- listed two and then they issued the technical proposal. The responses from the technical proposals are due on the 12th of March and upon receipt a committee will evaluate the information and then interviews will be scheduled for March 19th. He noted that usually what happens in those interviews is the firms will go over their technical proposals and then there will be a few questions asked, that they don't know about yet, and finally there will be a question and answer period. The goal is to select the firm on the 19tn Terry Wright asked if it was public as to whom the two short list firms are yet? Sean Fyfe suggested he was not sure that he could divulge this information at this time and more specifically because there is a Committee Member who is affiliated with one of these 4 firms. Sean suggested that next month he would be able to report which firm was selected if they were under contract. Sean Fyfe reported that another bit of information related to the Seismic project is that Dawn Wagner, the new SLC Engineering Project Manager, contacted USGS regarding the seismic monitoring and they provided us the specifications for new monitors and they volunteered to actually come out and install them. Sean indicated that the plan is to purchase those monitors with project money and then pay for their travel and they will install them for free. This will be coordinated with the contractor when we get one onboard. Sean Fyfe also mentioned that Dawn Wagner has started some conversations with the planning department about the projects to give them a heads-up with what's going to happen and when. Sean noted that they've been really supportive of the project and we don't anticipate any real setbacks there. We anticipate administrative approval through the Historic Landmarks Commission so we would not have to have a formal approval of the Committee, but we will wait and see because things can change. Sean also suggested that they would still brief the Historic Landmarks Commission about the projects as well as this Committee. Sean Fyfe told the Committee about the HVAC upgrades project, which is a smaller project, but still significant, costing approximately 1 million dollars. He explained that there are fan coil units throughout the building in cabinets. He explained that funding has been obtained through various funding sources which will pay to replace units on the majority of the floors, but not all. This is currently in design with our on-call architect, Archiplex Group, and they are working with their mechanical engineer to find a unit that we can just drop into the cabinets without having to make any revisions to the cabinet's size or look. Archiplex believes they have a model that will fit so Jim and I will go and see if we can see some of these in action because part of the goal is to reduce the noise because the existing ones are really noisy. We do not want to put a new unit back in that is as-loud or louder than what we already have and we obviously want something more efficient as well. Terry Wright asked if this HVAC project is to be separate from the seismic and stone projects. Sean Fyfe explained that the goal is to actually design, bid and install these before we start the construction on the seismic and stone. Terry Wright asked how long after the architectural consultant is hired for the stone project does Sean anticipate the design work to be completed. Sean Fyfe said that they would need to speak to the architectural consultant about this, noting that the feasibility study for the stone was almost a bid package-ready study in itself so they feel comfortable about the status of this. We have a direction but it is really going to be the structural design time that dictates the schedule, from a design standpoint. We don't anticipate the phasing plan taking too long to develop. Terry Wright asked if we anticipate that coming out in 2015. Sean Fyfe responded that they hope to get it designed and bid this summer if possible. Part of our discussions with the consultant will be asking what a realistic schedule would be. Right now, we think it is going to be a two construction season type of project. John Phillips asked if we have any update on the NW corner. 5 Sean Fyfe told the committee that they had incorporated the last round of comments and sent the drawings to Jim Cleland. Jim Cleland said he thought we sent them out, but basically the changes were what the committee talked about;the flat, no curved planting bed with the fixtures and monument the way you wanted. Terry Wright asked if they were just waiting to get funding now. Sean Fyfe told the Committee that it has kind of been shelved because there is no money right now. But we should send out the final drawing Jim Cleland commented that the project started out as a small $5,000 project and now it's not that small. John Phillips commented that it doesn't change the fact that there is still need. Jim Cleland agreed and told the committee that we are still on, now the question is does Facilities get to fund it or does Parks fund it and it t might be a joint effort. John Phillips commented that maybe that is the best way to move forward quickly. Jim Cleland will send the drawings to the Committee for the next meeting and Joan will add it to the agenda for April. Terry Wright asked if there were any other items or questions about upcoming projects or future for the City and County Building. There were none. Terry thanked Sean for his updates. Agenda#6: Electronic Meetings Conference Call Information. Terry suggested that maybe Jaysen Oldroyd, SLC Attorney, could weigh in on this. Jaysen Oldroyd reported that he had been looking into electronic meetings and conference calls and it is his belief that we can go ahead and do this if we were to include in our notice of meeting information as to the fact that a particular meeting may be electronic in nature. We would need to have at least a majority of a quorum present here, in an anchor location, but we could connect with some other individuals. Terry Wright asked if that meant we would need to have a quorum of 5 people here. Jaysen Oldroyd explained that if the total quorum is 5, we would need to have at least 3 committee members here in this location. He noted that the State Statute indicates that the rule should be passed by the body itself. Currently, we are operating off an ordinance that was passed by the City Council that lays things outs so at the next meeting or two, it would probably be worthwhile to pass a rule that reflects or mimics exactly what we have in the city council's ordinance, to just kind of tie up that loose end. Then we'd have the City Council ordinance and we'd have a resolution from this body indicating that we want to proceed with that same electronic meeting standard and then we could go ahead and incorporate the language in future meetings and connect electronically as need be. Terry Wright asked if there is a way the committee could do a motion that would do all of this today while we have a quorum present. Jaysen Oldroyd suggested that we would probably need some language indicating that was our intention, noting that the agenda did not indicate there would be an action item to adopt a resolution. Jim Cleland asked if we need a copy of the resolution so the committee can vote on it. Jaysen Oldroyd said we would need something for the next meeting indicating that we are going to vote on adopting this particular electronic meetings resolution. We need to give a little more time to give the public notice of what we are intending on doing. 6 Joan Swain of SLC Facilities reported on information she obtained from the IMS(Information Maintenance Services)guys relative to conference calling and possibly getting a camera to be able to "Skype". Joan suggested that in the event a committee member was not able to attend the meeting they could call her and give her the number where she could call them back and then conference them in through the phone system here in the Cutler Room. The phone system here can conference-in up to 6 people, but we would have to initiate the calls from the phone next to the computer and then transfer to the "Idec" phone on the conference table so the call could be heard on the speakers and also be recorded with the rest of the meeting. Mark Vlasic asked if instead of using "Skype" is there a possibility of using "Go to Meeting"when we need to look at drawings and other documents. Joan acknowledged that this was also another option she was checking into and told the committee she would have more details relative to "Go to Meeting" options for the next meeting. Jim Cleland suggested that there may be a reason to use a combination of the two, if we are just talking to an individual who is just talking to the group then Skype would probably be the answer, but if we were going to present anything and project it then "Go to Meeting"would definitely be a better way. Sean Fyfe suggested that"Go to Meeting"was a better for non-committee members who want to participate because it is just a call in number where Skype requires them to call you and then you have to call them back, etc. Jim suggested we want to have the ability to do both the website and call in so they can see what we are projecting. Joan Swain noted that we do not want to encourage committee members not to attend the meeting in person and just call in. Terry Wright asked if we would just need to have this access for the committee members and not for the general public to be able to access. Jaysen Oldroyd acknowledged that for the public we only needed to have a space available here at the anchor location for the meeting. Joan Swain commented that after we get the resolution and vote on it, then in future meetings you could let me know if you were going to be unable to attend the meeting, but would be able to be conference in, then when I got here and we were ready to start the meeting, I would just call you and conference you in. Terry Wright asked if we could have a motion regarding a resolution that would allow us to perform electronic meetings utilizing the best presentation, including, but not limited to, "Go to Meeting", "Skype" and the like, such that we could have a quorum to vote on and conduct meeting business. Terry Wright asked if there was a motion. Jerod Johnson moved to accept the request for motion as previously stated by Terry Wright. Terry asked if there was a second. John Phillips seconded the motion. Terry asked if there was any discussion relative to the motion or the second. Terry thought that the only discussion is asking Jaysen if this gave him enough information that you can write up a resolution that we could actually review and vote on. Jaysen suggested that he would anticipate doing something that would reflect word for word what the council has come up with and that would give us the flexibility to hold a meeting with a majority of the individual members present here and then it would leave most of the rest of the details up to the "Utah Public and Open Meetings Act" and so that would give us a lot of 7 flexibility as to how we were to connect electronically and things of that nature. If that sounds good then he will prepare something and draft it along those lines. Terry asked if this would allow us to utilize "Skype" and "Go to Meeting". Jaysen told the Committee that what we would need to do is when we are preparing the actual notice that is going to go out, that notice would have to indicate the method of connection that we were going to be using, but it could vary from one meeting to another. Terry asked if there were any other questions. There were none. Terry called for a vote. The Committee voted unanimously to approve the motion. Terry asked if there are any other items of information or agenda items that we would like to be added to next month's agenda. There were none. Terry asked if there was a motion to adjourn. Robert Young motioned to adjourn. John Phillips seconded the motion. Terry called for a vote to accept the motion to adjourn. The Committee voted unanimously to accept the motion. The meeting was adjourned. 8 SALT LAKE CITY CORPORATION WASHINGTON SQUARECAFE MAP OF 451 STATE STREET , SALT LAKE CITY U- I- 400 SOUTH SALT LAKE CITY 14 . 013 .Washington Square Cafe1(1n1� SALT LAKE CITY INTERNATIONAL ��I VVV AIRPOR i � 1 Fo 'loll Fr T SHEET SET ASSEMBLY ORDER PROJECT AREA ON °P HAROLD GI TTY DRIVE �`I�. � ' ' 600 NORTH PQ 1ITHAVENU� SHEET BINDING SHEET W , C� H O I-80 . . !' NORTH TEMPLE w SOUTH TEMPLE (n 80 UNIVERSITY DESIGNATOR ORDER TITLE H ~ ~ i; OF UTAH a CITY/COUNT w ` 3 a°°so.rH r w BUILDING o o s°°souw o Z O w H a . M CV1 1 COVER SHEET ° woIANA a°°se rN Q N — °°°soum ~ . suNNvsIDE,.vE LANDFILL ° o D101 2 DEMOLITION PLAN ` U CALIFORNIAAV�w CALIFORNIA m 13°O SOUTH w w w w r C100 3 NOTES w mo — n°°sourN U SR20, _ 2100SOUTH _ % m S101 4 SITE IMPROVEMENTS PLAN 1 w Q GR-2°' S102 5 LAYOUT PLAN Q -I SEE SITE ORIENTATION MAP S401 -S402 6-7 SITE DETAILS LS101 8 PLANTING PLAN 0 < LS102 9 PLANTING DETAILS 1 ) (f) CO IR101 10 IRRIGATION PLAN 500SOUTH O W IR402 11 IRRIGATION DETAILS I- Z VICINITY MAP SITE ORIENTATION MAP — °w = w OWNER DESIGNER Q Q DEPARTMENT OF: � FACILITIES MANAGEMENT I OIandsca eARCH ITECTU RE DIRECTOR - JIM CLELAND p 614 24TH STREET 248 EAST 600 SOUTH OGDEN UT 84401 SALT LAKE CITY, UTAH 84111 801 .390.9925 OFFICE - 801 .535.6631 www.lolandarch.com co CITY OFFICIALS U L MAYOR RALPH BECKER (l CITY COUNCIL DIST. 1 CARLTON J. CHRISTENSEN C DIST.2 KYLE LAMALFA DIST.3 STAN PENFOLD DIST.4 LUKE GARROTT DIST.5 JILL REMINGTON LOVE DIST.6 CHARLIE LUKE CD DIST.7 SOREN D. SIMONSEN c_ co CITY ENGINEER CITY PROJECT MANAGER TITLE 3 IF USED TITLE 4 IF USED TITLE 5 IF USED Cr) O JOHN J. NASER, P.E. DATE PROJECT MANAGER NAME DATE APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE 4 PREPARER: CI KEY NOTES: • [1., EXISTING ASPHALT TO REMAIN 3 [2., EXISTING BIKE RACK TO BE REMOVED d dsca a e 15) 4 [12 [15 3 5 [3., EXISTING CONCRETE CURB TO BE REMOVED AR H I T E C T p' RE [4., EXISTING CONCRETE CURB TO REMAIN r { i 7 to Landscape Architecture [15] I C I [5., EXISTING CONCRETE TO DEMOLISH 61424t h80S1,Ogd9925T 84401 I -L2 I (6., EXISTING CONCRETE VAULT TO REMAIN www.iolandarch.com // �/�/// /////��/ /�� PREPARER CONSULTANTS: I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4�♦♦♦♦V j I (7., EXISTING UTILITY VAULT TO REMAIN ♦♦♦♦♦♦♦♦♦♦♦♦♦♦►♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦O♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦ WHW Engineering,Inc. 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MECHANICAL) T STACK TO BE RELOCATED(SEE 47♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ / r (18.i UNDERGROUND ACCESS TUNNEL TO REMAIN(SEE I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•• ®♦♦♦♦♦♦♦♦♦♦ ♦♦OHO♦�♦00�♦�♦�♦O� ♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i Oi♦i♦i♦i♦i ♦�000♦p�0♦�♦�♦♦ I ♦♦♦♦Op♦p0♦Op♦♦♦♦♦ .p♦p0♦Op♦♦♦p.• ppo•' Q♦p♦ I I ��%%%%%%%%i♦♦♦♦ %%%%%%%O%♦ i•• [14 `.� _i_, I I { ♦♦� O:'♦�♦ I ♦i♦♦♦i♦i♦i♦i♦Oi♦i♦i• ♦i♦i♦i♦i♦i♦i' I ♦♦�p0♦OO�pO♦00� ♦♦�O♦�♦Oi I I i -; / /♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦♦♦♦Oi♦i♦i♦i0� 1 L ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦' A / / I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ PROJECT IDENTIFICATION: 9I \ 11 (16) I WASHINGTON /i s I SQUARE CAFE I j. .I } 1 I I I I I s— J PROJECT OWNER: SALT LAKE 0 5 10 15 20 FT CITY DEMOLITION PLAN FACILITIES Scale: 1/4"= 1'-0" JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 LEGEND DEMOLITION NOTES 1_ THE DEMOLITION PLAN PRESENTED HERE SHALL BE p.14-J Z4%WI'WzL4.r-Ce lye' VIr UNE. to"AOOVC MU.LIB — — — — — LIMIT OF WORK PHASED AS VARIOUS COMPONENTS AND PHASES OF THE LOLNET= - 7,...--We Iwl.l• OWE, fU.k'4 W6tr-kill� T Je IFY CO3JIJCG11o4J To TqC. - Tt PROPOSED IMPROVEMENTS ARE CONSIDERED FOR . CONSTRUCTION. %e ;" I ' NC ILL <�{� X EXISTING SHRUB BED OR LAWN I �Ut AREA TO BE CLEARED AND 2. CONTRACTOR WILL INVESTIGATE EXISTING RECORDS, —} I1_ FoK CI"Ie[laEt k� VISIT THE PROJECT SITE AND BECOME FAMILIAR WITH THE 't I I(al ratICR7P. GRUBBED ext�t.t Ic:1. • I Ar4bTrauw LOCATION AND CONDITION OF ALL EXISTING UTILITIES AND iTO rLEI, tJ MARK DATE DESCRIPTION GROUND FEATURES PROPOSED FOR DEMOLITION. }y I '1 txAWtN46' EXISTING HARDSCAPE TO BE J 1CIsTnJ(a , I `�- $.--- -. j �j DEMOLISHED(SEE NOTE 7) 3. CONTRACTOR WILL PROTECT IN PLACE ALL EXISTING ` `f l j PREPARER#: IOLA UTILITIES AND GROUND FEATURES INTENDED TO REMAIN ti CONTRACT#: # — — - APPROX. LOCATION OF UNDERGROUND ACCESS TUNNEL IN USE.ALL DAMAGED UTILITIES AND IMPROVEMENTS DUE g,�Wt114 �•M4 •• ` PROJECT#: 14.013 TO CONTRACTOR'S OPERATION WILL BE REPAIRED BY ( , rim, at.TANK(flown FILE#: # CONTRACTOR AT NO COST TO THE OWNER. `_� •^ .. 'J 1��t DRAWING FILE: # 4_ THE CONCRETE PROPOSED FOR REMOVAL IS TO BE DRAWN BY: AL REMOVED TO THE NEAREST CONSTRUCTION JOINT. VAULT SECTION CHECKED BY: SAL 5 THE CONTRACTOR IS RESPONSIBLE TO HAUL AWAY ALL NTS COPYRIGHT: DEMOLISHED AND REMOVED MATERIAL DESCRIBED IN THIS IOLA PLAN SET TO A FACILITY LICENSED FOR THE DISPOSAL OF SUCH MATERIAL. SHEET TITLE: 6_ THE CONTRACTOR WILL NOTIFY QUESTAR GAS AND ROCKY MOUNTAIN POWER FOR ALL WORK AROUND GAS AND DEMOLITION PLAN POWER UTILITIES. 7_ *EXISTING CONCRETE TO BE REMOVED IS LOCATED AT AN UNKNOWN DISTANCE ABOVE AN UNDERGROUND TUNNEL. CONTRACTOR SHALL PERFORM LIMITED EXPLORATORY SHEET IDENTIFIER: DEMOLITION PRIOR TO REMOVAL OF CONCRETE TO DETERMINE IF EXISTING CONCRETE CAN BE E 101 REMOVED/REPLACED PER THE DRAWINGS WITHOUT DAMAGING THE TUNNEL STRUCTURE. SEE 1/D101 BINDING 1 ORDER PREPARER: • s- N NOTES 2 (1., ADA ACCESSIBLE CURB RAMP(SEE DETAIL 6/S401) d H scd a RE e 10 19 CI I (2., EXISTING ASPHALT (1 1, 1to Landscape Architecture (3., EXISTING CONCRETE CURB 61424th St,Ogden UT 84401 r 1 I 801.390.9925 18 16 3 5 $ 1 (4., EXISTING COVER POWDER COATED DARK BRONZE ww801.390.9925 (5., EXISTING GRATE POWDER COATED DARK BRONZE PREPARER CONSULTANTS: I (6., EXISTING ISOLATION'MOAT'COVER TO REMAIN WHW Engineering,Inc. I ll 8619 South Sandy Parkway#101 (19J 8 / (7., EXISTING LAWN PROTECT AND REPAIR AS NECESSARY Sandy,UT 84070 7 1 Office:801-466-4021 (8., EXISTING UTILITY VAULT COVER ADJUST HEIGHT TO MATCH Email:maxwellj@whw-engineering.com j 13 I PROPOSED FINISHED GRADE (221 C (15 14 I (9 ] 1 OCAAT ION OF UNDERGROUND ACCESS TUNNEL(SEE I 1 \ I (10.] METAL EDGE (SEE DETAIL 1/PL401) 1 (11., NEW CONCRETE CURB TO MATCH EXISTING PROFESSIONAL SEAL: I I I (12.] NEW DOOR BY OTHERS I ti 3 2 17 I S201 S201 SI (13., NEW EXPOSED AGGREGATE CONCRETE(SEE DETAIL 02/S401) I siliriria I I I (14.] NEW MOAT BRIDGE (SEE DETAIL 9/S401) I 21 20, (11 13 r ® 1 (15.] NEW ORNAMENTAL IRON GATE(SEE DETAIL 03/S402) 1 il TYP. I J (16.] NEW ORNAMENTAL IRON FENCE (SEE DETAIL 5/S402) I I (17.] NEW ORNAMENTAL IRON GATE(SEE DETAIL 3/S402) I I (18.] NEW ORNAMENTAL IRON LATTICE AND CANOPY POST (SEE r I DETAIL 1/S402) 14—r.-r- r I 1 (19.] NEW SHRUB BED 1 (20.] NEW TENSION WIRE CANOPY 1 L I (21., PROPOSED LOCATION OF FILL TANK(SEE MECHANICAL) `PROJECT IDENTIFICATION: 1 I I [22., STEPPING STONES 1 a I WASHINGTON 1 E Z E n ck ti t n I SQUARE CAFE I 0 I I I 1 ),_, ) I I I 1 I I- J PROJECT OWNER: SALT LAKE 0 5 10 15 20 FT CITY SITE PLAN FACILITIES Scale: 1/4" = 1-0" 116... JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 LAYOUT LEGEND SITE IMPROVEMENT NOTES 1. LANDSCAPE ARCHITECT SHALL BE — — — — — — LIMIT OF WORK I NEW CONCRETE CURB TO MATCH EXISTING CONSULTED BEFORE ANY WORK SHALL COMMENCE. 2. CONTRACTOR SHALL VERIFY ALL MARK DATE DESCRIPTION EXISTING HARDSCAPE NEW ORNAMENTAL IRON FENCE ANY NDDIISIONS IN THE FIEL CIES TODHE AN DAND REPS APE (SEE DETAIL XX/XX) ARCHITECT. PREPARER#: IOLA CONTRACT#: # ® ----- NEW CANOPY POST/TRELLIS(SEE DETAIL XX/XX) 3. SEE SHT. L-G1 &L-G2 FOR LOCATION AND PROJECT#: 14.013 GRADES OF DRAINAGE STRUCTURS. FILE#: # PROPOSED HARDSCAPE NEW CANOPY TENSION WIRE(SEE DETAIL XX/XX) DRAWING FILE: # DRAWN BY: AL NEW CANOPY POST(SEE DETAIL XX/XX) CHECKED BY: SAL — ADA ACCESSIBLE CURB RAMP COPYRIGHT: (SEE DTL 1 SHT C301) IOLA SHEET TITLE: EXPANSION CONTROL JOINT SITE NEW EXPOSED AGGREGATE CONCRETE — IMPROVEMENTS PLAN (SEE DETAIL XX/XX) SHEET IDENTIFIER: slol BINDING # ORDER PREPARER: CENTER ON DOOR/WINDOW ij/- 5'-0" �` OPENING • / d r I AR HISE.d toe 2'TYP. 3'-0" 4'+0" 3'-0" 2'-6" 2'-6" / / / / / �+EX ' I to Landscape Architecture M 614 24th St,Ogden UT 84401 \ ! + I \ \ / I 801.390.9925 EX+ b +M I www.iolandarch.com N / I PREPARER CONSULTANTS: 2,6„ � � m Ix El E ,Inc. � —EX \ I j +M ! I 8619 So WHW uth Sandy Parkway#101 \ I Sandy,UT 84070 Y . f/ I Office:801-466-4021 Email:maxwellj@whw-engineering.com I +(-.25") I r I CX +Ex I +M ALIGN POSTS I OPERPENDICULAR I PROFESSIONAL SEAL: I TO FRONT POSTS I ,xl AT EDGE OF I MOAT TYP. I I I I r • I I I \0.5% I \0.5% I I ® 'I r I I 1.___ 7 . +M 0.5% (I EX • + L I I f ✓ P. I +M(-.25) +EX ® ® ® N N L N N ® I PROJECT IDENTIFICATION: I I WASHINGTON j �1 I. > I SQUARE CAFE I I ,_ . L 1 0 5 10 15 20 FT LAYOUT PLAN ■ ■ ■ 5'-5" 5'-5" 4'-0 3/8" 5'-0" 4'-0 1/2" 4'-3 3/8" i PROJECT OWNER: Scale: 1/4" = 1' 0" X X �I �I 1 N N SALT LAKE CITY 1 1 I I 1 FACILITIES milm CANOPY TRELLIS POST TYP. I 4'-6 1/2" JIM CLELAND 5'-11" (SEE DETAIL X/XX) �j 248 EAST 600 SOUTH I SALT LAKE CITY,UT 84111 I 801-535-6631 LAYOUT LEGEND SITE LAYOUT NOTES 1 H 4'-6 3/8" 5'-6" ` 1 1 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHERE MEASURED LIMIT OF WORK UNLESS OTHERWISE INDICATED. CANOPY TENSION WIRE TYP. 2. ALL SIDEWALK LAYOUT SHALL BE COORDINATED WITH THE OWNERS REPRESENTATIVE PRIOR TO PLACEMENT AND (SEE DETAIL X/XX) 111= EXISTING HARDSCAPE CONSTRUCTION. I I I 1 3. ALL CURVES TO TANGENT LINES SHALL BE NEAT,TRIM, SMOOTH AND UNIFORM. MARK DATE DESCRIPTION CANOPY SPREADER BAR TYP. 4. WHEN THE WRITTEN DIMENSION IS DIFFERENT FROM THE \ SCALED DIMENSION,THE WRITTEN DIMENSION SHALL (SEE DETAIL X/XX) 111. PREPARER#: IOLA PROPOSED HARDSCAPE PREVAIL AND THE OWNERS REPRESENTATIVE SHALL BE CONTRACT#: # NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK IN CANOPY FABRIC TYP. 4 0 PROJECT#: 14.013 THE AREA IN QUESTION. (SEE DETAIL X/XX) I I FILE#: # 5. SIDEWALK CONTROL JOINTS SHALL BE PLACED WHERE ADAACCESSIBLE CURB RAMP DRAWING FILE: # SEE DTL 1 SHT C301) CALLED FOR ON PLAN ORATE MAXIMUM OF 10'O.C. I 1 1 1 1 1 ( EXPANSION JOINTS SHALL BE PROVIDED AT LOCATIONSNS DRAWN BY: AL WHERE SIDEWALKS ADJOIN CURBS OR EXISTING CANOPY POST TYP. CHECKED BY: SAL SIDEWALKS.EXPANSION CONTROL JOINT (SEE DETAIL X/XX) 1 1 1 1 1 I COPYRIGHT: 6. OWNERS REPRESENTATIVE SHALL BE CONSULTED BEFORE IOLA ANY WORK SHALL COMMENCE. I NEW EXPOSED AGGREGATE CONCRETE 7. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD SHEETTITLE: (SEE DETAIL XX/XX) AND REPORT ANY DISCREPANCIES TO THE OWNERS LAYOUT & REPRESENTATIVE. 0 5 10 15 20 FT DIN +EX EXISTING SPOT ELEVATION SHADE SAIL PLAN G PLAN G Scale: 1/4" = 1'-0" +M PROPOSED ELEVATION TO MATCH NEAREST EXISTING ELEVATION SHEET IDENTIFIER: % ► PERCENT SLOPE DIRECTION OF SI O2 DRAINAGE ARROWS BINDING # ORDER PREPARER: • Id dsca ae AR HITECT. RE SHADE SAIL TYP. 7 �• CANOPY LATTICE/POST TYP. Io Landscape Architecture �Y"tr/ Q 614 24th St,Ogden UT 84401 © �r TENSION WIRE TYP. Tzar 801.390.9925 zmy CANOPY POST TYP. Q Q p www.iolandarch.com r-. PREPARER CONSULTANTS: I. WHW Engineering,Inc. \ io SHADE SAIL RANGE 8619 South Sandy Parkway#101 1 EXTENDED/RETRACTED Sandy,UT84070 Office:801-466-4021 Email maxwellj@whw-engineering.com CANOPY POST TYP. SCREEN/LATTICE PANEL TYP. PROFESSIONAL SEAL: © DOUBLE GATE Mr r FENCE PANEL TYP. '� Mr . . +1 S i Eo i i C C C C C C C C C i iii ; ; ; ; ; ; ; ; ; ; ; ; ; ; � 55555555555 i ivvvvvvvvvvvvvv 44i' i' i' i' i' i' i' i' i' i' i i' i' B 4 9�9e9 9 ¢9 9 9 1 casasasasasasasasasasasasa a88628a8a8a5a5a5a8262626 asaaa5a5a5a5a5a5a5a8a9a5aaaaa5 a8a8aaaaaaaaaaaaaaasaba5 66666e e?aaaaaaaaaaasa>aaaaaaaaaaa 6.m a sasasasasasasasasas15-1516-1sasa 0 in B 1 — PROJECT IDENTIFICATION 1 CANOPY/FENCE WEST ELEVATION Scale: 1/2"= 1'-0" WASHINGTON SQUARE CAFE CANOPY POST/LATTICE TYP.(SIDE VIEW) twy CANOPY LATTICE/POST(SIDE VIEW) PROJECT OWNER: i/ SALT LAKE CITY FACILITIES JIM CLELAND 248 EAST 600 SOUTH SHADE SAIL TYP. SALT LAKE CITY,UT 84111 801-535-6631 SHADE SAIL TYP. SCREEN/LATTICE ak / PANEL TYP 7117 . / • FENCE PANEL TYP. �_ IY L © MARK DATE DESCRIPTION � II/ 1 1\ ' j/ / J I II ll' 'r. 77 SINGLE GATE .. FENCE PANEL TYP. ■ ■_ II �11 FENCE POST TYP.- PREPARER#: IOLA \ / 1 1 1 1 1 I I I 1111 CONTRACT#: # /�/ IIIIIIII IIII 4 .--- I1111111111111111 111111111 - . i PROJECT#: ia.ois ■ ■= ■M■■ ■ � � hhhhhhhhhhhhhh FILE#: # ■ ■= ■=■■ ■ 110!!!!! 11!!! =� 1 I �' '` DRAWN BY: AL ■ ■= ■M■■�■ 11■1■1■1■1■1■1■1■1■ 11■1■1■11 CHECKED BY: SAL ■ ■= ■M■■ ■ 11■1■1■1■1■1■1■1■1■ 11■1■1■11 0 0X ■ .= ■M■■ ■ II■I■1■I■I■1■I■I■I■ MINIM COPYRIGHT: ■-■- ■M■■�■ 11■1■1■1■1■1■1■1■1■ 11■1■1■11 IOLA — —' SHEET TITLE: r_i j_k_.),-.S._,,,,_. } —\ SITE ELEVATIONS CANOPY/FENCE ELEVATION CANOPY/FENCE ELEVATION Scale: 1/2"= 1-0" Scale: 1/2"= 1-0" SHEET IDENTIFIER: S201 BINDING # ORDER PREPARER: • CONCRETE SIDEWALK EXPANSION JOINTS Id d sca a e AR HITECT. RE ,- 7E. II. / 1/2"MAX. EXISTING MOAT COVER 1/4"STEEL PLATE o PROVIDE MIN. /o 5%SLOPE AWAY FROM BLDG. 6" chitecture I FINISH GRADE / 61424th Sta0gdepe rn UT84401 EXPANSION JOINT EXPOSED AGGREGATE CONCRETE 801.390.9925 EXISTING w www.iolandarch.com ASPHALT Q , 1 1 1 1 #4 REBAR TOP 5% i LANDSCAPE AREA FINISHED GRADE d PREPARER CONSULTANTS: AND BOTTOM _ WHW Engineering,Inc. « . CONCRETE CURB _ _ IIF M mpa UNTREATED BASE COURSE 8619 South Sandy Parkway#101 ,.;,� ;� �,�� ,� � �„� �,��,� '"r N RAISED TRUNCATED DOME Sandy,UT84070 il I� /been ni. tF41tArtrO SW 0ETECTABLE WARNING STRIP - • ,��r�� (104��;�� t+ 41041 r`�.u�P��y�/ R:O'D PER ADA DESIGN Office:801-466-4021 D r1�`rt lr iA Kaidt&ir�`''7 ` Amoral:ate — REIUIREMENTS Email:mauwell whw-en ineerin corn ,��-��y« 4"COMPACTED GRAVEL 3'-0" �� g g� lil . Il IIII — 1' SLOPE N SLOPE PROFESSIONAL SEAL: EXISTING RETAINING WALL TRANSITIO1DOWN > ( TRAIISITION OWN EXISTING SEISMIC MOAT GAP Li / 1 3_D" / I 4,_0„ / 13,-D"I / CONCRETE CURB SECTION @ PLANTER O CONCRETE SIDEWALK I EXISTING ASPHALT I NTS NTS EXPANSION JOINT 3'-0" 6" C SIDEWALK S=2.0% 2'-0" CONCRETE SLAB CONCRETE PAVING - „ MAx� EXISTING w ,t°;d,•::.•"_. CONCRETE PAVING L2 - t `• - - EXISTING ASPHALT Q_ `' '... :'_- , _ ""-T' ASPHALT Q - #4 REBAR TOP 1/2"WIDE ASPHALT 1/8"WIDE SAW CUT. AND BOTTOM IMPREGNATED FIBER PLACE AT 10'-0"O.C. / 1/2" OR AS SHOWN ON PROJECT IDENTIFICATION: ; . CONCRETE CURB I DOWEL JOINT SHEET L-L1 ; ..- • - L_L R i WASHINGTON ,.(0�i 4"COMPACTED GRAVEL T� s'z �m�1�'� �r�%7oN%7�,'' SQUARE CAFE lit/•��/a��/.hyC/�I�� er COMPACTED ROAD BASE tttria tag COMPACTED ROAD BASE Ii�1ft�� CONCRETE CURB SECTION @ CONCRETE0 TSNTS EXPANSION JOINT CONTROL JOINT0 NTS �D�A Curb Ramp 3 3/16"GALVANIZED CABLE EYE LOOP WELDED TO POST STAINLESS STEEL PADEYE MOUNTED PROJECT OWNER: THROUGH FABRIC INTO SPREADER BAR 3/16"GALVANIZED USING TWO#8 TEK SCREWS POST WIRE SALT LAKE STAINLESS STEEL tb It•O I CITY SNAP HOOK _----- FABRIC PANEL SEE SPECS. 6"GALVANIZED FACILITIES JIM 3'FABRIC BTWN SPREADER BARS TURNBUCKLE 248 EA LAND SPREADER BAR 7/8" DIA. SALT LAKE CITY,UT 84111 ALUMINUM TUBING BILLOWS WILL DROP 6-10"WHEN 801-535-6631 PANELS ARE EXTENDED& 15-22"WHEN RETRACTED SHADE SAIL DETAIL TENSION WIRE TO POST CONNECTION NTS 8 NTS MARK DATE DESCRIPTION PREPARER#: I OLA CONTRACT#: # PROJECT#: 14.013 FILE#: # DRAWING FILE: # DRAWN BY: AL CHECKED BY: SAL COPYRIGHT: IOLA 'SHEET TITLE: SITE DETAILS SHEET IDENTIFIER: S4Of BINDING # ORDER PREPARER: • ♦ IIddscaae A. AR HITECT.�'' RE ♦ • • ♦ 9 I I 1 6 to Landscape Architecture 614 24th St,Ogden UT 84401 801.390.9925 6 C 3 n- n n-U - >j 0 6 0 6-0 LL www.iolandarch.com l�4� (�l9 C�J QJ PREPARER CONSULTANTS: WHW Engineering,Inc. 8619 South Sandy Parkway#101 .__. Sandy,UT 84070 7—CAST IRON CAP Office:801-466-4021 Email:maxwellj@whw-engineering.com PROFESSIONAL SEAL: \ CAST IRON DOUBLE GATE Scale: 1"=1-0" •,.._ 6) /—3"x 3"STEEL POST CAST IRON FINIAL TYP. i i 7HORIZONTAL 1/4"X 1"BAR CAST IRON POST TYP. j CAST IRON ORNAMENT < < < < < < < < < < < =1Its A- i IC?. I: r VERTICAL 1/2" DIA.SOLLID STEEL PICKET 1/2"DIA.SOLID STEEL PICKET i 0 4" PROJECT IDENTIFICATION: / / Co \ I, WASHINGTON �, `1 ;= SQUARE CAFE FENCE PANEL O SINGLE GATE Scale: 1"= 1'-0" 5 Scale: 1"= 1'-0" 3" 3/ CAST IRON POST / / \ PROJECT OWNER: W SALT LAKE 4 - - CITY � � FACILITIES 'J /' 0, ' '448 2" JIM EAST 6 D I 801 EAST 6 1 SOUTH SALT LAKE CITY,UT 84111 801-535�631 I V II MARK DATE DESCRIPTION It •,',{�` 1' Imo_'.n PREPARER#: IOLA rF.. r >.r^cIlz ,�'?,' O CONTRACT#: # '•�:t�i�: 3r -:i1 ., PROJECT#: 14.013 rS.'/ n+r� :�: N 2 .. �:•.y.. cz FILE#: # yr`_ ;r_ DRAWING FILE: # WN BY: AL - -.4. r-;.: n` ,,: CDHECKED BY: AL *.i:.�:mod:r'f .,': {, -„'I' COPYRIGHT: -1;J:.-i ts;3:':j;r,'Y'r ass. IOLA tva \ '41, {..K,_r.- .%; .k %;f;'.:3" 'SHEET TITLE: ], 12 / SITE DETAILS OCANOPY TRELLIS POST CANOPY POST O FENCE POST SCREEN PANEL Scale: 1"=1'-0" 2 Scale: 1"=1-0" Scale: 1"=1-0" Scale: 1"= 1'-0" SHEET IDENTIFIER: S402 BINDING # ORDER PREPARER: • Id dsca ae AR HITECT. RE to Landscape Architecture KEY NOTES 614 24th St,Ogden UT 84401 r 1 801.390.9925 I / I (1.)METAL EDGING(SEE DETAIL 1/PL/401) www.iolandarch.com 18-bux mic I PREPARER CONSULTANTS: _ ' I\ I WHW Engineering,Inc. 1 I 8619 South Sandy Parkway#101 ISandy,UT 84070 —_, \ 0 .k) / I Office:801-466-4021 Email:maxwellj@whw-engineering.com ----y--- I I ai-cieacuicieacuLieacu1-cle acu 1-cle acu I I I (-11-4C 1 PROFESSIONAL SEAL: (------- I b 2-bux mic011 I I I I I I I I I I I , ,,, , I I /44, I, ._ , PROJECT IDENTIFICATION: I WASHINGTON ® ® ® ,4 .r. El El SQUARE CAFE I f I , r r -I I I J PROJECT OWNER: SALT LAKE CITY 0 5 10 15 20 FT FACILITIES PLANTING PLAN 2 8 EAST 400SOUTH Scale: 1/4"= 1'-0" SALT LAKE CITY,UT 84111 801-535-6631 KEY PLANTING NOTES 1 ANY ALTERATIONS TO THESE DRAWINGS DURING 6. ALL PLANTS SHALL BE TAGGED AND APPROVED BY THE CONSTRUCTION SHALL BE REPORTED TO THE OWNER'S OWNER'S REPRESENTATIVE AT THE NURSERY PRIOR TO REPRESENTATIVE AND RECORDED ON"AS BUILT" DIGGING OR DELIVERY TO SITE. MARK DATE DESCRIPTION DRAWINGS BY THE CONTRACTOR. CD- 1-Winter Gem Boxwood 7. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL PREPARER#: I OLA 2. ALL PLANT MATERIAL SHALL CONFORM TO THE MINIMUM EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL CONTRACT#: # GUIDELINES ESTABLISHED BY THE AMERICAN REPORT ANY CONFLICTS TO THE OWNERS PROJECT#: 14.013 STANDARD FOR NURSERY STOCK PUBLISHED BY THE REPRESENTATIVE FILE#: # 0 1-cle acu AMERICAN NURSERY ASSOCIATION,INC. 8. STAKE LOCATION OF ALL PROPOSED PLANTING FOR DRAWING FILE # APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR 3. ALL PLANTS TO BE BALLED AND BURLAPPED OR TO THE COMMENCEMENT OF PLANTING. DRAWN BY: AL CONTAINER GROWN,UNLESS OTHERWISE NOTED ON CHECKED BY: SAL THE PLANT LIST. 9. ALL PLANT BEDS TO RECEIVE 3"COMPOSTED BARK COPYRIGHT: MULCH. IOLA Plant List-Simple 4. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL p IN QUANTITIES SUFFICIENT TO COMPLETE THE 10. ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY SHEET TITLE: ID Qty Latin Name Common Name Scheduled Size Remarks PLANTING SHOWN ON THE DRAWINGS. PROTECTED DURING CONSTRUCTION. PROTECTION bux mic 21 Buxus microphylla'Winter Gem'Winter Gem Boxwood #5 TECHNIQUES SHALL BE REVIEWED AND APPROVED BY PLANTING cle acu 6 Clematis'Center Star'PP#1701 Center Star Clematis #1 5. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES THE OWNERS REPRESENTATIVE. PLAN SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM,HEIGHT, BRANCHING HABIT,FLOWER,LEAF, COLOR,FRUIT AND CULTURE ONLY AS APPROVED BY THE OWNERS REPRESENTATIVE. SHEET IDENTIFIER: PL101 BINDING # ORDER PREPARER: • PLACE PLANT AT GRADE Ia d sca a e ROOT FLARE SHALL BE AR HITECT RE EXPOSED;MULCH SHOULD NOT BE WITHIN 4"OF SHRUB TRUNK to Landscape Architecture 614 24th St,Ogden UT 84401 CONSTRUCT WATERING 801.390.9925 TOPSOIL-SEE SPECS. DISH AT EACH PLANT www.iolandarch.com USING TOPSOIL. PREPARER CONSULTANTS: MULCH-SEE SPECS. EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL. WHW Engineering,Inc. � 8619 South Sandy Parkway#101 BARK MULCH,AS SPECIFIED Sandy,UT 84070 TOPSOIL-SEE SPECS. IIIIIII Office:801-466-4021 �111111111•0111 0 Email:maxwelf@whw-engineering.com1I • UNDISTURBED SUBGRADE SETTLE PLANT BY 1/8 X 4"BLACK METAL — •••,•�♦�♦�• I �\ PLANTING PIT WITH FILLING WATER EDGING USING HOSE OR BUCKET. I PLACE BALL ON UNDISTURBED SUBGRADE-SEE SPECS. — SUBSOIL.REMOVE AND DISCARD PROFESSIONAL SEAL: BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS(TREATED 1' BURLAP,NYLON TWINE,WIRE MIN 'r BASKETS,ETC.)AND DISCARD O METAL EDGING SHRUB PLANTING NTS PROJECT IDENTIFICATION: WASHINGTON SQUARE CAFE PROJECT OWNER: SALT LAKE CITY FACILITIES JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 MARK DATE DESCRIPTION PREPARER#: I OLA CONTRACT#: # PROJECT#: 14.013 FILE#: # DRAWING FILE: # DRAWN BY: AL CHECKED BY: SAL COPYRIGHT: IOLA SHEET TITLE: PLANTING DETAILS SHEET IDENTIFIER: PL401 BINDING ORDER PREPARER: • Id dsca ae AR HITECT. RE to Landscape Architecture 614 24th St,Ogden UT 84401 801.390.9925 \ www.iolandarch.com PREPARER CONSULTANTS: rWHW Engineering,Inc. J 8619 South Sandy Parkway#101 Sandy,UT 84070 I GPM DRIP 3ia Office:801-466-4021 Email:maxwellj@whw-engineering.com c I i T._ 1 r — PROFESSIONAL SEAL: 0 ■ J I A L ,- r , N ,;(//7 /16 f L / . \ . ./ 4,iii \ PROJECT IDENTIFICATION: 1 1 WASHINGTON SQUARE CAFE j l I I I I I PROJECT OWNER: 0 5 10 15 Zo FT SALT LAKE IRRIGATION PLAN CITY Scale: 1/4"= 1'-0" FACILITIES JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 LEGEND IRRIGATION NOTES 1. ALL INSTALLATIONS OR MODIFICATION TO THE IRRIGATION 6. THE IRRIGATION DESIGN IS DIAGRAMMATIC. THE LINE WILL NOT EXCEED THE DESIGN SUPPLY CAPACITY OFS CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF RAINBIRD XCZ-075-PRF 1/4"LOW FLOW THE EXISTING SYSTEM.THIS ZONE IS DESIGNED TO WITH THE SITE. DRIP CONTROL ZONE KIT OPPERATE BELOW THE FLOW CAPACITY OF THE EXISTING ATTACH TO EXISTING MAINLINE SYSTEM. MAINTAIN OPERATING PRESSURE FOR EACH MARK DATE DESCRIPTION 7_ THE CONTRACTOR SHALL PROVIDE ALL LABOR,PARTS AND — — ZONE TO THE LAST HEAD.1/2"RAINBIRD XBS-BLACK STRIPE MATERIALS REQUIRED TO COMPLETE THE IRRIGATION DISTRIBUTION TUBING 2_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SYSTEM. PREPARER#: IOLA INSTALLATION LAYOUT OF THE IRRIGATION COMPONENTS CONTRACT#: # IN ACCORDANCE WITH THE DRAWINGS AND / GALLONS PER MINUTE PROJECT#: 14.013 SPECIFICATIONS. THE LAYOUT MAY BE MODIFIED AS FILE#: # APPROVDED BY THE OWNERS REPRESENTATIVE TO 10GPM 1 STATION NUMBER DRAWING FILE: # ACCOMODATE UNFORSEEN SITE FACTORS. TURF ELECTRIC CONTROL VALVE SIZE DRAWN BY: AL 3_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKED BY: SAL REPAIRING AND/OR REPLACING ANY SITE ITEMS DAMAGED DESCRIPTION COPYRIGHT: DURING THE COURSE OF CONSTRUCTION. IOLA 4, ALL LINES SHALL SLOPE TO MANUAL DRAIN. IF FIELD CONDITIONS NECESSITATE ADDITIONAL DRAINS,THESE SHEET TITLE: DRAINS SHALL BE INSTALLED FOR COMPLETE DRAINAGE OF THE ENTIRE SYSTEM. IRRIGATION PLAN SHEET IDENTIFIER: IR101 BINDING # ORDER PREPARER: • O EASY FIT COMPRESSION TEE: Id d sca a e 4111 RAIN BIRD MDDFTEE AR HITECT RE 0© © Q O SINGLE-OUTLET BARB INLET X BARB OUTLET ® 1/2"POLYETHYLENE TUBING: RAIN BIRD XF SERIES TUBING OR to Landscape Architecture EMITTER:RAIN BIRD XERI-BUG EMITTER 2"_4" Q RAIN BIRD XT-700 XERI-TUBE OR 614 24th St,Ogden UT 84401 ® 2 ® ® ® ® ® PVC MAINLINE -.5 GPH EMITTER ON VINES J�YLI TT RAIN BIRD XBS BLACK STRIPE TUBING 801.390.9925 2O DRIP REMOTE CONTROL VALVE -2 GPH EMITTER ON SHRUBS www.iolandarch.com ~' SEE EQUIPMENT SCHEDULE 1 O INLINE DRIP EMITTER OUTLET(NOT USED) ••r,1` 2 UNIVERSAL 1/4"TUBING STAKE:RAIN BIRD '� M'� 7 PREPARER CONSULTANTS: O3 3/4"SCH 80 UNION O TS-025 VIM, _ ,, I I I O TIE DOWN STAKE:RAIN BIRD TDS-050 WITH 4 3/4"DISC FILTER WHW Engineering,Inc. p u NW ;� 0 © O3 1/4"DISTRIBUTION TUBING:RAIN BIRD XQ BEND(TYPICAL) YParkway �L I Il � _g 5 3/4"PRV W = +�. Q 0 © Q O Sandy,UT 84070 #101 0 Q TUBING(LENGTH AS REQUIRED) J MULCH hlll IIII 6 3/4"SCH 80 UNION y Office:801-466-4021 ■III:_: III , MIA' €- I 0 . — — 04 TOP OF MULCH ,\O _ O BRICK SUPPORT(1-EA.CORNER) �`.. 1 O FINISH GRADE Email:mauwellj@whw-engineering.com 2"MINIMUM tea,, ® 1 CU.FT.PEA GRAVEL SUMP — O 1/4"SELF-PIERCING BARB CONNECTOR:RAIN 1/2"POLYETHYLENE TUBING: CLEAR �� / ® M x F I.P.S COUPLING Q BIRD SPB-025 O RAIN BIRD XF SERIES BLANK TUBING v a vv a v �Ov �. / ® 12"x 18"VALVE BOX Q ( ) r rRATCHET CLAMP INCLUDED WITH ADAPTER —j '��'��/ 11 PVC OR POLY LATERAL O 1/2"POLYETHYLENE TUBING: /�� I� I / d dip. 40.... ♦.0 0 RAIN BIRD XF SERIES TUBING OR ��• �� LINE © 8 INSERT ADAPTER FOR PVC PIPE: fill _ RAIN BIRD XT-700 XERI-TUBE OR �� RAIN BIRD XBS BLACK STRIPE TUBING 4 RAIN BIRD XFD-INVPC PROFESSIONAL SEAL: O ® ® (' 11 O FINISH GRADE 411010 PVC LATERAL PIPE MINIMUM 1"IN DIAMETER NOTES: 1.USE RAIN BIRD XERIMAN TOOL XM-TOOL TO INSERT BARB CONNECTOR DIRECTLY INTO 1/2"POLYETHYLENE TUBING. NOTES: 2.SHOULD THE EMITTER BECOME DISLODGED UNREGULATED FLOW WILL 1.PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND,FOUR FEET IN LOAM,AND OCCUR. FIVE FEET IN CLAY. 3.RAIN BIRD XERI-BUG BARB X BARB EMITTERS ARE AVAILABLE IN THE 2.AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR FOLLOWING MODELS: ELBOWS,USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. XB-05PC 0.5 GPH XB-1 OPC 1.0 GPH XB-20PC 2.0 GPH ODRIP CONTROL ZONE ASSEMBLY DRIP EMITTER O PVC TO DRIPLINE CONNECTION NTS NTS NTS PROJECT IDENTIFICATION: WASHINGTON SQUARE CAFE PROJECT OWNER: SALT LAKE CITY FACILITIES JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 MARK DATE DESCRIPTION PREPARER#: IOLA CONTRACT#: # PROJECT#: 14.013 FILE#: # DRAWING FILE: # DRAWN BY: AL CHECKED BY: SAL COPYRIGHT: IOLA SHEET TITLE: IRRIGATION DETAILS SHEETIDENTIFIER: I R401 BINDING # ORDER SALT LAKE CITY CORPORATION WASHINGTON SQUARECAFE MAP OF 451 STATE STREET , SALT LAKE CITY U- I— 400 SOUTH SALT LAKE CITY 14 . 013 .Washington Square Cafe1(1n1� SALT LAKE CITY INTERNATIONAL , VVV ��I VVV AIRPOR i � 1 Fo 'loll mmr T SHEET SET ASSEMBLY ORDER PROJECT AREA �' °P HAROLD GI TTY DRIVE �`I�. � ' ' �600 NORTH P° 1ITHAVENU� SHEET BINDING SHEET W , �� I— O I° • . !' J-1- 3.'0 NORTH TEMPLE w SOUTH TEMPLE _ (n 8p UNIVERSITYDESIGNATOR ORDER TITLE ~ ~ i; OF UTAH ( CITY/COUNT w ` 3 aooso.rH r w BUILDING o o s°°souw o Z O W H a - CV1 1 COVER SHEET ° woIANA aoose rN Q N i °°°soum ~ . suNNvsIDE,.vE LANDFILL D101 2 DEMOLITION PLAN ` U CALIFORNIAAVE w CALIFORNIA m 13°O SOUTH w w w 1 9 S101 3 SITE IMPROVEMENTS PLAN U w mo — N noosourN _ °P P S102 4 LAYOUT PLAN 1 sR-zoi zmasourH m m w < GR-2°' S201 5 SITE ELEVATIONS Q -I znns� SEE SITE ORIENTATION MAP S401 -S402 6-7 SITE DETAILS MG001 8 MECHANICAL GENERAL NOTES & 0 < LEGENDS 1 ) WO ME101 9 MECHANICAL PATIO PLAN 500SOUTH Z W PL101 10 PLANTING PLAN PL102 11 PLANTING DETAILS 0 CL VICINITY MAP IR101 12 IRRIGATION PLAN SITE ORIENTATION MAP z IR402 13 IRRIGATION DETAILS CO = Ill OWNER DESIGNER Q Q DEPARTMENT OF: FACILITIES MANAGEMENT I OIandsca eARCH ITECTU RE DIRECTOR - JIM CLELAND p 614 24TH STREET 248 EAST 600 SOUTH OGDEN UT 84401 SALT LAKE CITY, UTAH 84111 801 .390.9925 OFFICE - 801 .535.6631 www.iolandarch.com co CITY OFFICIALS U a) L MAYOR RALPH BECKER (l CITY COUNCIL DIST. 1 CARLTON J. CHRISTENSEN C DIST.2 KYLE LAMALFA CO DIST.3 STAN PENFOLD DIST.4 LUKE GARROTT DIST.5 JILL REMINGTON LOVE DIST.6 CHARLIE LUKE CD DIST.7 SOREN D. SIMONSEN c_ co CITY ENGINEER CITY PROJECT MANAGER TITLE 3 IF USED TITLE 4 IF USED TITLE 5 IF USED Cr) O JOHN J. NASER, P.E. DATE PROJECT MANAGER NAME DATE APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE 4 PREPARER: ICI KEY NOTES: • [1., EXISTING ASPHALT TO REMAIN [12 1 [2., EXISTING BIKE RACK TO BE REMOVED d dsca a e 15 7 4 3 15 3 5 [3., EXISTING CONCRETE CURB TO BE REMOVED AR H I T E C T RE [4., EXISTING CONCRETE CURB TO REMAIN r { 7 to Landscape Architecture I / [15] I �� I [5., EXISTING CONCRETE TO DEMOLISH(SEE NOTE 7) 61424t80S1.Ogd9925T84401 www.iolandarch.com (6., EXISTING CONCRETE VAULT TO REMAIN I ! �//7/// /��/ ��A�� . I PREPARER CONSULTANTS: -Wi,i�i�i�i♦�i�i�i♦�i�i�i�i♦�i�i�i�i♦�i�i�i♦��i�i�i♦ / 7., EXISTING UTILITY VAULT TO REMAIN♦♦♦O♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦ WHW Engineering.Inc. 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UNDERGROUND ACCESS TUNNEL TO REMAIN(SEE I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ®♦♦♦♦♦♦♦♦♦♦ l ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ,id I 1/D 101 AND NOTE 7) I WI ri,��%%%%%%%%i♦♦♦♦ %%%%%%%O%♦ i!�• 114 `., I I I { ♦♦� O:'♦�♦ I ♦i♦♦♦i♦i♦i♦i♦Oi♦i♦i• ♦i♦i♦i♦i♦i♦i' I ♦♦�p0♦OO�pO♦00� �♦♦�O♦�♦Oi I I ♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦♦♦♦Oi♦i♦i♦i0 r' L I I iiiiii♦iiiii♦ii♦i♦i♦i♦i♦i♦i♦i♦i♦i� I i♦i♦i♦ i ♦i♦ iii♦i♦ ii♦i♦i♦ ii♦i'i�, 'lI / A % I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I PROJECT IDENTIFICATION: 9 11 [16] I WASHINGTON I - / /' 6 I SQUARE CAFE I j. .I } 1 I I I I I s— J PROJECT OWNER: SALT LAKE 0 5 10 15 20 FT CITY DEMOLITION PLAN FACILITIES Scale: 1/4"= 1'-0" JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 LEGEND DEMOLITION NOTES 1_ THE DEMOLITION PLAN PRESENTED HERE SHALL BE Ot4-1 Z4%W W.z144P1 lyt' v�d1' UWE. (i"AOOVC MU.LIB — — — — LIMIT OF WORK PHASED AS VARIOUS COMPONENTS AND PHASES OF THE L�N� - T �r('�p'I• LIME, 1=1 IH/GR4�it4 TT f✓/ JEICIFY GOIJIJCG11oIJ To TqC. PROPOSED IMPROVEMENTS ARE CONSIDERED FOR --. t CONSTRUCTION. %e ;" I ' Nc. 1L EXISTING SHRUB BED OR LAWN I oleUt ✓ AREA TO BE CLEARED AND 2. CONTRACTOR WILL INVESTIGATE EXISTING RECORDS, —} •• I �_ FoK CI"Ie[laEt kY VISIT THE PROJECT SITE AND BECOME FAMILIAR WITH THE 'r I I(ardd[aklcR7t;. GRUBBED ext'sf.> t • I '.et Ar4bTFzNW LOCATION AND CONDITION OF ALL EXISTING UTILITIES AND i.f0 LEI, U MARK DATE DESCRIPTION GROUND FEATURES PROPOSED FOR DEMOLITION. }y I '� . ve. .... EXISTING HARDSCAPE TO BE "le10sTIHIU , I ---_ 1 - j �j DEMOLISHED(SEE NOTE 7) 3. CONTRACTOR WILL PROTECT IN PLACE ALL EXISTING ` `frOChl l j PREPARER#: IOLA UTILITIES AND GROUND FEATURES INTENDED TO REMAIN I*ti CONTRACT#: # — — - APPROX. LOCATION OF UNDERGROUND ACCESS TUNNEL IN USE.ALL DAMAGED UTILITIES AND IMPROVEMENTS DUE g,�WI114 �•Mu ` PROJECT#: 14.013 TO CONTRACTOR'S OPERATION WILL BE REPAIRED BY ( , rim, at.TANK(flown FILE#: # CONTRACTOR AT NO COST TO THE OWNER. -`—fit ' : •^ 'J 1�t DRAWING FILE: # 4_ THE CONCRETE PROPOSED FOR REMOVAL IS TO BE DRAWN BY: AL REMOVED TO THE NEAREST CONSTRUCTION JOINT. VAULT SECTION CHECKED BY: SAL 5 THE CONTRACTOR IS RESPONSIBLE TO HAUL AWAY ALL NTS COPYRIGHT: DEMOLISHED AND REMOVED MATERIAL DESCRIBED IN THIS IOLA PLAN SET TO A FACILITY LICENSED FOR THE DISPOSAL OF SUCH MATERIAL. SHEET TITLE: 6_ THE CONTRACTOR WILL NOTIFY QUESTAR GAS AND ROCKY MOUNTAIN POWER FOR ALL WORK AROUND GAS AND DEMOLITION PLAN POWER UTILITIES. 7_ *EXISTING CONCRETE TO BE REMOVED IS LOCATED AT AN UNKNOWN DISTANCE ABOVE AN UNDERGROUND TUNNEL. CONTRACTOR SHALL PERFORM LIMITED EXPLORATORY SHEET IDENTIFIER: DEMOLITION PRIOR TO REMOVAL OF CONCRETE TO DETERMINE IF EXISTING CONCRETE CAN BE D 101 REMOVED/REPLACED PER THE DRAWINGS WITHOUT DAMAGING THE TUNNEL STRUCTURE. SEE 1/D101 BINDING 2 ORDER PREPARER: • s— N NOTES 2 (1., ADA ACCESSIBLE CURB RAMP(SEE DETAIL 6/S401) d H scd a RE e 10 19 CI I (2., EXISTING ASPHALT (1 1, 1to Landscape Architecture (3., EXISTING CONCRETE CURB 61424th St,Ogden UT 84401 r 1 I 801.390.9925 18 16 3 5 $ 1 (4., EXISTING COVER POWDER COATED DARK BRONZE www.iolandarch.com (5., EXISTING GRATE POWDER COATED DARK BRONZE PREPARER CONSULTANTS: 1 I *// ---/ 1 (6., EXISTING ISOLATION'MOAT'COVER TO REMAIN WHW Engineering,Inc. 1 ( ll 8619 South Sandy Parkway#101 19J 8 / I (7., EXISTING LAWN PROTECT AND REPAIR AS NECESSARY Sandy,UT 84070 7 1 Office:801-466-4021 1 I (8., EXISTING UTILITY VAULT COVER ADJUST HEIGHT TO MATCH Email:maxwellj@whw-engineering.com I I I I 13 I PROPOSED FINISHED GRADE 122, P 15 14 I (9., LOCATION OF UNDERGROUND ACCESS TUNNEL(SEE II 1/D101) — I (10.] METAL EDGE (SEE DETAIL 1/PL401) I I [11., NEW CONCRETE CURB TO MATCH EXISTING PROFESSIONAL SEAL. I ( \' / I I I (12.] NEW DOOR BY OTHERS I ti 3 2 17 I S201 S201 I (13.] NEW EXPOSED AGGREGATE CONCRETE(SEE DETAIL 02/S401) I I (14.] NEW MOAT BRIDGE (SEE DETAIL 9/S401) I 21 20, (11 13 r ® 1 (15.] NEW ORNAMENTAL IRON GATE(SEE DETAIL 03/S402) 1 II TYP. 1 J (16.] NEW ORNAMENTAL IRON FENCE (SEE DETAIL 5/S402) I I (17.] NEW ORNAMENTAL IRON GATE(SEE DETAIL 3/S402) I I (18.] NEW ORNAMENTAL IRON LATTICE AND CANOPY POST (SEE r 1 DETAIL 1/S402) 14—r.-r- I r, (19.] NEW SHRUB BED (20.] NEW TENSION WIRE SHADE SAIL(SEE S102,S201,7&8/S401, 1 L 1 1&2/S402 PROJECT IDENTIFICATION: I I I 4N 4 (22.] STEPPING STONES WASHINGTON E Z E n ck t, t n I SQUARE CAFE I 0 I I I ),_, j I I I 1 I I— J PROJECT OWNER: SALT LAKE 0 5 10 15 20 FT CITY SITE PLAN FACILITIES Scale: 1/4" = 1'-0" 116... JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 LAYOUT LEGEND SITE IMPROVEMENT NOTES 1. LANDSCAPE ARCHITECT SHALL BE — — — — — — LIMIT OF WORK I I NEW CONCRETE CURB TO MATCH EXISTING CONSULTED BEFORE ANY WORK SHALL COMMENCE. 2. CONTRACTOR SHALL VERIFY ALL MARK DATE DESCRIPTION EXISTING HARDSCAPE NEW ORNAMENTAL IRON FENCE ANY NDDIISIONS IN THE FIEL CIES TODHE AN DAND REPS APE (SEE DETAIL XX/XX) ARCHITECT. PREPARER#: IOLA CONTRACT#: # ® erg- NEW CANOPY POST/TRELLIS(SEE DETAIL XX/XX) 3. SEE SHT. L-G1 &L-G2 FOR LOCATION AND PROJECT#: 14.013 GRADES OF DRAINAGE STRUCTURS. FILE#: # PROPOSED HARDSCAPE NEW CANOPY TENSION WIRE(SEE DETAIL XX/XX) DRAWING FILE: # DRAWN BY: AL NEW CANOPY POST(SEE DETAIL XX/XX) CHECKED BY: SAL - ADA ACCESSIBLE CURB RAMP COPYRIGHT: (SEE DTL 1 SHT C301) IOLA SHEET TITLE: EXPANSION CONTROL JOINT SITE NEW EXPOSED AGGREGATE CONCRETE IMPROVEMENTS PLAN (SEE DETAIL XX/XX) SHEET IDENTIFIER: slol BINDING # ORDER PREPARER: CENTER ON DOOR/WINDOW 4/- 5'-0" OPENING • / / I d AR HISCd 44e r 1 2'TYP. 3'-0" 4'+0" 3'-0" RE 2'-6" 2'-6" / 1 / / / / �+EX ' 1 to Landscape Architecture 1 M 614 24th St,Ogden UT 84401 \ ! + I \ \ / I 801.390.9925 1 EX+ b +M I www.iolandarch.com N / I PREPARER CONSULTANTS: 2,6„ � � m Ix El E ,Inc. � —EX \ I j +M ! I 8619 So WHW uth Sandy Parkway#101 1Y . \ I Sandy,UT 84070 1 f/ I Office:801-466-4021 Email:maxwellj@whw-engineering.com I +(-.25") I 1 r I CX +Ex I +M 1 ALIGN POSTS I 1 O PERPENDICULAR I PROFESSIONAL SEAL: I TO FRONT POSTS I ,xl AT EDGE OF I MOAT TYP. I I I I r • I I 1 0.5% 1 1 0.5% I I ® 'I r I .1 1.___ 7 ±M 1 0.5% (I EX • + L I 1 f ✓ P. 1 +M(-.25) . +EX 1 N ® ® N N L ® ® ® I PROJECT IDENTIFICATION: I I WASHINGTON j �I I. > 1 SQUARE CAFE I I ,_ . L 1 0 5 10 15 20 FT LAYOUT PLAN ■ ■ ■ 5'-5" 5'-5" 4'-0 3/8" 5'-0" 4'-0 1/2" 4'-3 3/8" PROJECT OWNER: Scale: 1/4" = 1' 0" In X X SALT LAKE CITY FACILITIES CANOPY TRELLIS POST TYP. 4'-6 1/2" JIM CLELAND (SEE DETAIL 1/S402) 5'-11" 5'-11" / V 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 4'-6 3/8" 5'-6" 4'-9 3/8" LAYOUT LEGEND SITE LAYOUT NOTES / V A V I I 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR I I PERPENDICULAR TO THE LINES FROM WHERE MEASURED I I LIMIT OF WORK UNLESS OTHERWISE INDICATED. I CANOPY TENSION WIRE TYP. 2. ALL SIDEWALK LAYOUT SHALL BE COORDINATED WITH THE J L • I I OWNERS REPRESENTATIVE PRIOR TO PLACEMENT AND (SEE DETAIL 7/S401) EXISTING HARDSCAPE CONSTRUCTION. I I I I 3. ALL CURVES TO TANGENT LINES SHALL BE NEAT,TRIM, SMOOTH AND UNIFORM. MARK DATE DESCRIPTION CANOPY SPREADER BAR TYP. 4. WHEN THE WRITTEN DIMENSION IS DIFFERENT FROM THE \ SCALED DIMENSION,THE WRITTEN DIMENSION SHALL (SEE DETAIL 7/S401) PREPARER#: IOLA PROPOSED HARDSCAPE PREVAIL AND THE OWNERS REPRESENTATIVE SHALL BE CONTRACT#: # NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK IN THE AREA IN QUESTION. CANOPY FABRIC TYP. PROJECT#: 14.013 (SEE DETAIL 7/S401) FILE#: # 5. SIDEWALK CONTROL JOINTS SHALL BE PLACED WHERE ADA ACCESSIBLE CURB RAMP DRAWING FILE: # SEE DTL 1 SHT C301 CALLED FOR ON PLAN OR AT MAXIMUM OF 10'O.C. 1/2" ( ) EXPANSION JOINTS SHALL BE PROVIDED AT LOCATIONS DRAWN BY: AL WHERE SIDEWALKS ADJOIN CURBS OR EXISTING CANOPY POST TYP. CHECKED BY: SAL SIDEWALKS.EXPANSION CONTROL JOINT (SEE DETAIL 8/S401) COPYRIGHT: 6. OWNERS REPRESENTATIVE SHALL BE CONSULTED BEFORE \E IOLA ANY WORK SHALL COMMENCE. NEW EXPOSED AGGREGATE CONCRETE 7. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD SHEET TITLE: (SEE DETAIL XX/XX) AND REPORT ANY DISCREPANCIES TO THE OWNERS LAYOUT & REPRESENTATIVE. 0 5 10 15 20 FT GRADING +EX EXISTING SPOT ELEVATION TENSION WIRE SHADE SAIL PLAN Ilem. PLAN Scale: 1/4"= 1'-0" +M PROPOSED ELEVATION TO MATCH NEAREST EXISTING ELEVATION SHEET IDENTIFIER: % ► PERCENT SLOPE DIRECTION OF SI O2 DRAINAGE ARROWS BINDING # ORDER PREPARER: • Id dsca ae AR HITECT.• RE ak SHADE SAIL TYP. tzr �• CANOPY LATTICE/POST TYP. Io Landscape Architecture �Y"tr/ e 614 24th St,Ogden UT 84401 'firTENSION WIRE TYP. 801.390.9925 AZ� CANOPY POST TYP. Q G7 p = www.iolandarch.com �' I _ _ 6 _ \ PREPARER CONSULTANTS: - , C i 1‘ SHADE SAIL RANGE wHw Engineering,Inc. 8619 South Sandy Parkway#101 id: I. EXTENDED/RETRACTED Sandy,UT84070 Office:801-466-4021 Email maxwellj@whw-engineering.com CANOPY POST TYP. SCREEN/LATTICE PANEL TYP. PROFESSIONAL SEAL: v 4 © DOUBLE GATE ciiG r WY FENCE PANEL TYP. '� . +1 S i t iiccccCCCCCi iii ; ; ; ; ; ; ; ; ; ; ; ; ; ; � 55555555555 i vvvvvvvvvvvvvv C' ' i' i' i' i' i' i' i' i' i' i' i i' i' B s ea s s 6l6-a6-ans-asss-n-as-ans-a 1e51e 66 e6 e;di e 5 eS666666 e6 e666 a"se;a?a?a?a?a?a?a?a?a`sa?a?a?a5 6 66 66 MI-eb eb eb ebeb`ab`as"a?ab`ab eb eb eb a 6le6a Gle 6--a l:s(l:s(l:s(l:s(l:sracm-les(l:s-aaraas(361e 0 in B \ T PROJECT IDENTIFICATION 1 CANOPY/FENCE WEST ELEVATION Scale: 1/2"= 1'-0" WASHINGTON SQUARE CAFE Aik CANOPY POST/LATTICE TYP.(SIDE VIEW) zwy �CANOPY LATTICE/POST(SIDE VIEW) AlikPROJECT OWNER: —„__ SALT LAKE � a CITY FACILITIES JIM CLELAND 248 EAST 600 SOUTH SHADE SAIL TYP. SALT LAKE CITY,UT 84111 Q 801-535-6631 tlar SHADE SAIL TYP. SCREEN/LATTICE ak / PANEL TYP. WY FENCE PANEL TYP. © MARK DATE DESCRIPTION N' 0 • �` m m@� Cl )16 SINGLE GATE FENCE PANEL TYP. 1■I 1� ��I�� FENCE POST TYP. PREPARER#: IOLA \ IIIIIiIIIIIIIIIIIII I_ f i_ + f PROJECT#: 14.013 i i i i i i i i i i i i i i 1 i i i i i i i i i i i i i i i ■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I1 1E1 , _ + + h h h h h h h h h h h h h h i �: •K 1•J ,, ( I I I I I I I I I I FILE#: # .. . . . . .. .. .. . .. . .. . . . . . _ — DRAWING FILE. # 1■■■■I■■■■■■1■■■■■I■■1 \ ■■■■I■■■■■■I■■■■■I■■1 9 as. ,. DRAWN BY: AL j I 1111:2 .. © CHECKED BY: SAL l �' IIIIIiIIIIIIIIIIiII III =— COPYRIGHT: IOLA J) I •■■■■I■■■■■�■■■■■I■■1 — _ _ — rl\^�^w. 6. / , I I SHEET TITLE: SITE ELEVATIONS CANOPY/FENCE ELEVATION CANOPY/FENCE ELEVATION Scale: 1/2"= 1-0" Scale: 1/2"= 1-0" SHEET IDENTIFIER: S201 BINDING # ORDER PREPARER: • < CONCRETE SIDEWALK EXPANSION JOINTS Id d sca a e AR HITECT. RE Q ill. / EXISTING MOAT COVER 1/4"STEEL PLATE PROVIDE MIN.5%SLOPE AWAY FROM BLDG. to Landscape Architecture —/ 614 24th St,Ogden UT 84401 1/2"MAX. EXPANSION JOINT EXPOSED AGGREGATE CONCRETE 801.390.9925 6" www.iolandarch.com FINISH GRADE 5 ova w ► LANDSCAPE AREA FINISHED GRADE 0 PREPARER CONSULTANTS: EXISTING w d . - - o ct ASPHALT R ,— ' WHW Engineering,Inc. Q n #4 REBAR TOP _ _ �_ _ _ BASE COURSE 8619 South Sandy Parkway#101 RAISED TRUNCATED DOME 8' AND BOTTOM ��•��•��•�1 �•�r•��/• '"r DETECTABLE WARNING STRIP Sandy,UT84070 I/f',.tI /1 '1 / I '1f11r1„t1 ew. >p,k•r��•�/••�••r��,�•,J_ *. •r�r�•�r�•V��Oy/ RLQ'D PER ADADESIGN Office:801-466-4021 Zr) -, CONCRETE CURB _ _••;f ii�iatifir % j fir: TJri REoUIREMENTS Email:maxwellj@whw-engineering.com JrIAi BASE COURSE4. _ — ti' 0 SLOPE> N <SLOPE PROFESSIONAL SEAL: EXISTING RETAINING WALL TRA SITIONIDOWN < TRAIISITION OWN / EXISTING SEISMIC MOAT GAP 13,-0" 11111" 14,-0"I 13'43"I / / / OCONCRETE CURB SECTION @ PLANTER �,� CONCRETE SIDEWALK I EXISTING ASPHALT I NTS NTS EXPANSION JOINT 3'-0" 6" C SIDEWALK S=2.0% 2'-0" 1 CONCRETE SLAB CONCRETE PAVING MAx� EXISTING M+ CONCRETE PAVING R 1/4" L2 D „ a 4 s'. EXISTING EXISTING uJ `s_ '. IMIT 1/8"WIDE SAW CUT. ASPHALT ASPHALT Q #4 REBAR TOP 1/2"WIDE ASPHALT AND BOTTOM IMPREGNATED FIBER PLACE AT 10'-0"O.C. 11 P ipoo, 1/2" OR AS SHOWN ON PROJECT IDENTIFICATION: . .. CONCRETE CURB I DOWEL JOINT f All SHEET S102 11 WI L-L2 WASH I NGTON �/0 - BASE COURSE . wr :�i"�,' SQUARE CAFE r /.�e/a•��/.�ww� ter. BASE COURSE titittrAtAINE BASE COURSE �' CONCRETE CURB SECTION @ CONCRETE O TSNTS EXPANSION JOINT NTS NTS JOINT O D Curb Ramp 3/16"GALVANIZED CABLE EYE LOOP WELDED TO POST STAINLESS STEEL PADEYE MOUNTED PROJECT OWNER: THROUGH FABRIC INTO SPREADER BAR 3/16"GALVANIZED USING TWO#8 TEK SCREWS POST WIRE SALT LAKE STAINLESS STEEL tU'It U CITY SNAP HOOK FABRIC PANEL SEE SPECS. 6"GALVANIZED FACILITIES JI3'FABRIC BTWN SPREADER BARS TURNBUCKLE 248 EAST 600 SOUTH SPREADER BAR 7/8"DIA. SALT LAKE CITY,UT 84111 ALUMINUM TUBING BILLOWS WILL DROP 6-10"WHEN 801-535-6631 PANELS ARE EXTENDED&15-22"WHEN RETRACTED OSHADE SAIL DETAIL TENSION WIRE TO POST CONNECTION NTS 8 NTS MARK DATE DESCRIPTION PREPARER#: IOLA CONTRACT#: # PROJECT#: 14.013 FILE#: # DRAWING FILE: # DRAWN BY: AL CHECKED BY: SAL COPYRIGHT: I O LA SHEET TITLE: SITE DETAILS SHEET IDENTIFIER: S401 BINDING # ORDER PREPARER: • CAST IRON GATE TOPPER ORNAMENTAL IRON NOTES: a GATE LATCH 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND/OR CUT / SHEETS FOR ALL ORNAMENTAL IRON COMPONENTS PRIOR TO a d s Cd �►e A. INSTALLATION. AR H I T E C T.I'' RE • II 2. FENCE AND CANOPY SHALL CONSIST OF BOTH WROUGHT IRON e am (STEEL)AND CAST IRON ELEMENTS: A. ALL FENCE/GATE PICKETS SHALL BE%"DIA.SOLID STEEL, Io Landscape Architecture �� CAPPED WITH CAST IRON FINIALS 614 24th St,Ogden UT 84401 � HINGE B. ALL FENCE/GATE RAILS SHALL BE'/."X 1"SOLID STEEL BAR 801.390.9925 0 1 a r ; u- u -q 8^- ®�®6 / C. PICKETS SHALL RUN THROUGH RAILS AND BE WIELDED IN www.iolandarch.com QJ l9 C�J�➢ tU l� (� QJ 1]f PLACE a D. GATE FRAMES SHALL BE 1"X1"TUBE STEEL PREPARER CONSULTANTS: E. FENCE POSTS SHALL BE 2"X2"(APPROX.)CAST IRON F. POST CAPS,PICKET FINIALS,TRELLIS&SCREEN TOP COURSE, WHW Engineering,Inc. 19"O.C. X X P AND GATE TOPPERS SHALL ALL BE CAST IRON 8619 South Sandy Parkway#101 G. ALL CAST IRON ELEMENTS MAY BE STOCK/PRE-FABRICATED Sandy,UT 84070 / tCAST IRON CAP MATCHING AS CLOSELY AS POSSIBLE THE ONES SHOWN ON THE DRAWINGS. CONTRACTOR TO PROVIDE CUT SHEETS FOR Office:801-466-4021 APPROVAL. Email:maxwellj@whw-engineering.com 3. CANOPY POSTS SHALL BE 3"X3"TUBE STEEL SUS 4. SCREEN POSTS SHALL BE 2"X2"TUBE STEEL 5. FENCE AND SCREEN PANELS SHALL BE BOLTED TO POSTS, r�Cl= 5 ,il ALLOWING FOR ON-SITE LENGTH ADJUSTMENT BETWEEN POSTS ?-1 6. CANOPY TRELLIS POSTS SHALL BE WIELDED AND INSTALLED AS A COMPLETE UNIT 7. ALL STEEUIRON ELEMENTS SHALL BE POWDER COATED(FINISH TBD) PROFESSIONAL SEAL: \ CAST IRON ORNAMENT DOUBLE GATE Scale: 1"=1'-0" •,.._ 6) /—3"x3"STEEL POST CAST IRON FINIAL TYP. CAST IRON DECORATIVE GATE /� TOPPER HORIZONTAL 1/4"X 1"BAR TYP. 7 CAST IRON POST TYP. 6GATE LATCH c c c c c c c c c c HINGE h6 h6 h6 h6 h6 h6 h6 G Z6Z6Z6 ,FZ 6 -6 1/2"DIA.SOLID STEEL PICKET X ;\tNNN_ CAST IRON ORNAMENT 1/2"DIA. 0 4„ PROJECT IDENTIFICATION: / / Co 'i / \ BOLTED POST TO PANEL o o/4"TYP. WASH I NGTON CONNECTION TYP. SQUARE CAFE VERTICAL 1/2" DIA.ROUND PICKET OFENCE PANEL SINGLE GATE Scale: 1"=1'-0" Scale: 1"= 1'-0" 3" 3/ CAST IRON POST / / PROJECT OWNER: 00 * CAST IRON CAP --- SALT LAKE I - - CITY FACILITIES NN 2"X2"STEEL POST , 0' ' ,1082" JIM4CLELA EAST SASKE SOUTH SALT LAKE CITY,UT 84111 WEILDED CONNECTION TYP. Let. 801-535-6631 I HORIZONTAL 1/4"X1"BAR TYP. 1 Illim..._ \ VERTICAL 1/2" DIA.ROUND PICKET TYP. 1I� ;I- c - y A P,• J11 ill. MARK DATE DESCRIPTION }. -\: PREPARER#: I OLA b p:, C. d - _ CONTRACT#: # s �' PROJECT#: 14.013 ` iV BOLTED POST TO PANEL FILE#: # o . 6 D = • P' CONNECTION TYP.CO DRAWING FILE: # _ = DRAWN BY: AL - /- -> CHECKED BY: SAL •..a -_ - - COPYRIGHT: 4 D 8 IOLA j \ 'SHEET TITLE: 12" f SITE DETAILS OCANOPY TRELLIS POST CANOPY POST O FENCE POST SCREEN PANEL Scale: 1"=1'-0" 2 Scale: 1"=1-0" Scale: 1"=1-0" Scale: 1"=1'-0" SHEET IDENTIFIER: S402 BINDING # ORDER PREPARER: • MECHANICAL LEGEND GENERAL NOTES: G_7 SHEET METAL DUCT SIZES SHOWN ON DRAWINGS ARE FREE Id dscd Ne AP III I LC, L RL G-1 MECHANICAL INFORMATION IS NOT LIMITED TO THE MECHANICAL AREA DIMENSIONS. SYMBOL ABR. DESCRIPTION SYMBOL ABR. DESCRIPTION SYMBOL ABR. DESCRIPTION DRAWINGS.CONTRACTOR SHALL BE RESPONSIBLE FOR G-8 PROVIDE AND INSTALL BALANCING DAMPERS IN ALL SUPPLY AND Io Landscape Architecture GENERAL TERMINOLOGY AIR SIDE WET SIDE INFORMATION OF THE EXISTING BUILDING AND SITE CONDITIONS, EXHAUST AIR BRANCH DUCTS. BALANCE TO CFM SHOWN ON 614 24th St,Ogden UT 84401 EXISTING PIPING, EXISTING ELECTRICAL,AND EXISTING PLAN. sooland rch. ww801,3ndarch5 41) S—S -- EXISTING AIR DUCT TO BE REMOVED Ij. PUMP SUPPORTS. G-9 SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT PREPARER CONSULTANTS: DETAIL NUMBER DESIGNATION LOCATION OF DIFFUSERS AND GRILLES. CORRESPONDING WITH GRID LOCATION EXISTING AIR DUCT TO REMAIN . REGULATOR A-EACH DRAWING SHEET AND THE SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER AND THEY SHALL BE G 10 PROVIDE TURNING VANES IN ALL ELBOWS OF RECTANGULAR 0 MECHANICAL EQUIPMENT DESIGNATION S—S ,` NEW AIR DUCT UNION INTERPRETED AS AN INTEGRAL UNIT WITH ITEMS SHOWN AND DUCT. NOTED ON ONE AND NOT THE OTHER BEING FURNISHED AND G 11 THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY IN EQUIPMENT ITEM DESIGNATION S—S , NEW SPIRAL DUCT r� BUTTERFLY VALVE INSTALLED AS THOUGH SHOWN AND CALLED OUT IN ALL PLACES. HANDLING AND DISPOSING OF REFRIGERANTS,OILS, ETC.ALL REGISTER, GRILL OR DIFFUSER NEW MEDIUM PRESSURE DUCT GATE VALVE ITEMS IN SPECIFICATIONS OR DRAWINGS LISTED WHICH ARE SUCH MATERIALS SHALL BE HANDLED, DISPOSED,AND USED IN WHW D-1 DIFFERING IN EFFICIENCY OR QUALITY SHALL BE HELD TO THE ACCORDANCE WITH ALL LOCAL,STATE,AND FEDERAL LAWS. PROFESSIONALENGINEERING DESIGNATION WITH BALANCING CFM LISTED CFM--_______ BELOW S S b 4 BURIED OR UNDER FLOOR DUCT CBV CIRCUIT BALANCING VALVE GREATEST OF: EFFICIENCY,QUALITY OR GOVERNING CODE. �,°sa°dYPaaYs °, G-12 THE MECHANICAL CONTRACTOR SHALL VERIFY MOTOR SANDY,UTAH VOLTAGES WITH THE ELECTRICAL DRAWING BEFORE ORDERING B°'ws°'°Z''`A 486�536 GRILLE,OR LOUVER DESIGNATION WHERE �y-may FLEXIBLE AIR DUCT � BV BALL VALVE B-THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROFESSIONAL R-1 MOTORIZED EQUIPMENT AND CONTROLS. SSION SEAL: BALANCING NOT REQUIRE INSTALLATION OF THE SYSTEMS ACCORDING TO THE TRUE A. LINED DUCT PRESSURE GAUGE AND GAUGE COCK- INTENT AND MEANING OF THE CONTRACT DOCUMENTS. G-13 C.F.M. LISTED IS ACTUAL AIR. 1 REVISION DESIGNATOR AND NUMBER WATER 10 KEY NOTE DESIGNATOR AND NUMBER VANED ELBOW PRESSURE GAUGE AND GAUGE COCK- C-THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT WITH G-14 SUPPLIERS SHALL REVIEW ALL DRAWINGS AND THE RADIUS ELBOW STEAM PROPER SERVICE ACCESS AND CLEARANCES ACCORDING TO SPECIFICATIONS PRIOR TO SUBMITTING PRICES TO THE S POC POINT OF CONNECTION MANUFACTURERS RECOMMENDATIONS.THE CONTRACTOR CONTRACTOR.ALL QUESTIONS AND DISCREPANCIES SHALL BE + FLEXIBLE AIR DUCT CONNECTION THERMOMETER AND THERMOWELL POR POINT OF REMOVAL SHALL REVIEW SUPPLIERS BID PACKAGES FOR COMPLETENESS AND COMPLIANCE TO THE SPECIFICATIONS,SCHEDULES,AND BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO BIDDING. VD 11 G-15 CONTRACTOR SHALL THOROUGHLY REVIEW AND SIGN f 1 1 VOLUME DAMPER DESIGN INTENT(ALL EQUIPMENT AND METHODS).THE SUBMITTALS FOR COMPLETENESS AND COMPLIANCE TO THE GC GENERAL CONTRACTOR DIRECTION OF FLOW CONTRACTOR SHALL REMOVE AND REINSTALL CORRECTLY AT SPECIFICATIONS PRIOR TO ENGINEERS REVIEW.SUPPLIERS X SUPPLY AIR DIFFUSER HIS OWN EXPENSE ANY EQUIPMENT NOT IN COMPLIANCE. MC MECHANICAL CONTRACTOR 0 ELBOW UP SHALL HIGHLIGHT OR MARK ALL INFORMATION REQUIRED TO / RETURN AIR, FRESH AIR,AND TRANSFER AIR D THE CONTRACTOR SHALL CONSULT MANUFACTURERS SHOW COMPLIANCE TO THE SPECIFICATIONS.ALL REQUESTED ATC CONTROL CONTRACTOR EXCEPTIONS TO THE SPECIFICATIONS,OR SCHEDULES SHALL BE CEILING MOUNTED EXHAUST FAN OR C ELBOW DOWN INSTALLATION INSTRUCTIONS FOR SIZES, METHODS, ® EXHAUST GRILLE ACCESSORIES,AND CLEARANCES IN SPACE AVAILABLE PRIOR TO CLEARLY NOTED AND EXPLAINED.SUBMITTAL REVIEW AND EC ELECTRICAL CONTRACTOR 0 TEE UP ACCEPTANCE IS FOR DESIGN CONCEPT ONLY,AND DOES NOT AT S--CI Cr RETURN OR OUTSIDE AIR DUCT UP BIDDING PROJECT. ANY TIME RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO FPC FIRE PROTECTION CONTROL C TEE DOWN MEET SPECIFICATIONS,CAPACITIES,OR DESIGN INTENT. AO CIE SUPPLY DUCT UP E-ANYTHING NOT CLEAR OR IN CONFLICT WILL BE EXPLAINED BY / NIC NOT IN CONTRACT — — EXISTING PIPING TO BE REMOVED MAKING APPLICATION TO THE ENGINEER IN WRITING. G-16 ALL MECHANICAL SHALL BE INSTALLED AND CONFORM TO THE PROJECT IDENTIFICATION: S-171 EN EXHAUST AIR INTAKE UP 2012 EDITION OF THE IMC AND IPC WITH UTAH ANNOTATIONS AND NTS NOT TO SCALE EXISTING PIPING TO REMAIN G-2 ANY AND ALL ALTERATIONS TO THE SYSTEM SHOWN SHALL BE LOCAL AUTHORITY REQUIREMENTS. WASHINGTON S-E MI RETURN OR OUTSIDE AIR DUCT DOWN SUBMITTED TO THE ENGINEER PRIOR TO CHANGES FOR C COMMON NEW PIPING APPROVAL.CONTRACTOR SHALL NOT START ANY CHANGES G_17 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE DRAINING SQUARE CAFE NC NORMALLY CLOSED S� CO SUPPLY DUCT DOWN PIPE CAP OR PLUG UNTIL NOTIFIED IN WRITING. IF CHANGES ARE MADE PRIOR TO DOWN AND RE-FILLING OF ALL SYSTEMS NECESSARY TO APPROVAL CONTRACTOR SHALL TAKE ALL RESPONSIBILITY FOR COMPLETE THE WORK OUTLINED BY THIS PROJECT. THIS t— EXHAUST DUCT DOWN THE CHANGES MADE AND ALL COSTS RELATING TO FAILURE OR INCLUDES PROVIDING THE REQUIRED CHEMICAL TREATMENT NO NORMALLY OPEN — 1— FLEXIBLE CONNECTION S-0 re ROUND DUCT UP REPLACEMENT OF ALTERATIONS. WHEN RE-FILLING THE SYSTEM. CW CULINARY COLD WATER G-3 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND G_18 ALL PIPING, MATERIALS, ETC.SHALL BE NEW AND DOMESTIC -® ID)) ROUND DUCT DOWN LOCATIONS. MADE UNLESS SPECIFICALLY AUTHORIZED IN WRITING PRIOR TO HW CULINARY HOT WATER BID. AP ACCESS PANEL G-4 THE WORKING DRAWINGS ARE DIAGRAMMATIC.THEY DO NOT _� RECIRCULATED CULINARY HOT WATER SHOW EVERY OFFSET, BEND,OR ELBOW NECESSARY FOR THE 1 _ 1 EXISTING EQUIPMENT TO BE REMOVED COMPLETE INSTALLATION IN THE SPACE PROVIDED.ALL —HWS— HEATING WATER SUPPLY LOCATIONS FOR MECHANICAL EQUIPMENT SHALL BE FIELD EXISTING EQUIPMENT TO REMAIN — VERIFIED AND COORDINATED WITH ALL DRAWINGS.THE —HWR— HEATING WATER RETURN PROJECT OWNER: CONTRACTOR SHALL PROVIDE OR COORDINATE WITH THE NEW EQUIPMENT GENERAL CONTRACTOR PROVISIONS FOR BLOCKOUTS OR CORE SALT LAKE —CHWS— CHILLED WATER SUPPLY T-STAY WALL MOUNTED THERMOSTAT DRILLS THROUGH STRUCTURE. CITY RTU-1 MECHANICAL EQUIPMENT CONTROLLED —CHWR— CHILLED WATER RETURN G_5 THE INSTRUCTION TO"PROVIDE"ALSO INCLUDES INSTALLATION. SA SUPPLY AIR FACILITIES G-6 MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE JIM CLELAND 248 EAST 600 SOUTH RA RETURN AIR AND FIRE DAMPERS AS REQUIRED BY LOCAL CODES AND SALT LAKE CITY,UT 84111 AUTHORITIES. 801-535-6631 EA EXHAUST AIR OA OUTSIDE AIR MA MIXED AIR FA FRESH AIR RF RELIEF AIR MARK DATE DESCRIPTION \ / PREPARER#: IOLA CONTRACT#: # PROJECT#: 14.013 FILES: # DRAWING FILE: # DRAWN BY: MX CHECKED BY: WP COPYRIGHT: I O LA L —/ SHEET TITLE: MECHANICAL GENERAL NOTES AND LEGEND P F .E L I M I NARY SHEET IDENTIFIER: NOT FOR CONSTRUCTION M G 00 - BINDING # ORDER PREPARER: I SHEET NOTES: • O REMOVE FUEL FILL LINE COVER IN THIS APPROXIMATE LOCATION. REMOVE Id d scd N e BACK TO UNDERGROUND CONCRETE AR 'III I LC I.► EL VAULT AND CAP.SEAL AIR AND WATER ITIGHT. to Landscape Architecture 614 24th St,Ogden UT 84401 O 2 REMOVE EXISTING VENT LINE DOWN 801.390,9925 TO ELBOW BELOW GRADE IN THIS www.iolandarch.com APPROXIMATE LOCATION. FIELD PREPARER CONSULTANTS: VERIFY. =a, O TIE INTO EXISTING VENT LINE IN THIS APPROXIMATE LOCATION. FIELD r - VERIFY. i ® EXTEND VENT LINE BELOW GRADE TO 9 THIS APPROXIMATE LOCATION AND WHW RISE TEN FEET.TERMINATE WITH VENT ENGINEERING INC. PROFESSIONAL MECHANICAL ENGINEERING ——7 2Ir CAP. FIELD VERIFY.COORDINATE WITH 8619 Sandy Pz way Suite 101 SANDY,UTAH 84070 ARCHITECTURAL FOR PRECISE 801 w80-0 86.95 021,FAx408A588 EMAIL:excellence@whw-enng.com LOCATION. PROFESSIONAL SEAL: GENERAL NOTE: gri v 1. EXISTING BURIED ELECTRICAL LINES RUNNING THROUGH THE EXISTING O -1:1 BELOW GRADE CONCRETE VAULT ARE _ REPORTED TO BE RUNNING NORTH la _ SOUTH THROUGH THIS AREA.THE ©,, r CONTRACTOR SHALL TAKE CARE TO VERIFY PRECISE LOCATION OF ELECTRICAL LINES AND REPORT ANY OQil " POTENTIAL UTILITY CONFLICTS. 0 J PROJECT IDENTIFICATION: st WASHINGTON SQUARE CAFE io ® 181 N / \i‘ I_� / PROJECT OWNER: SALT LAKE / CITY El El El ® '® �Il El El FACILITIES JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 N- J MARK DATE DESCRIPTION \ / PREPARER#: IOLA CONTRACT#: # PROJECT#: 14.013 FILES: # DRAWING FILE: # DRAWN BY: MX CHECKED BY: WP COPYRIGHT: I O LA SHEET TITLE: MECHANICAL PATIO PLAN MECHANICAL PATIO sis°=r-o° PLAN 0 1' 2' 4' 8' 16' P F .E L I M I NARY SHEET IDENTIFIER: NOT FOR CONSTRUCTION M E 101 BINDING # ORDER PREPARER: • Id dsca ae AR HITECT. RE to Landscape Architecture KEY NOTES 614 24th St,Ogden UT 84401 r 1 801.390.9925 I / I (1.)METAL EDGING(SEE DETAIL 1/PL401) www.iolandarch.com 18-bux mic I PREPARER CONSULTANTS: _ ' I\ I WHW Engineering,Inc. 1 1 8619 South Sandy Parkway#101 Sandy,UT 84070 —_, \ .k) /II Office:801-466-4021 ' x I Email:maxwellj@whw-engineering.com I 1-cle acu 1-cle acu 1-cle acu 1-cle acu 1-cle acu 1 I I (-11-4C 1 PROFESSIONAL SEAL: I (------- I I b 2-bux mic I I I I K11111711 I — I I I I ri—1,,,Z---------Z: 1 . E ,,,,, / PROJECT IDENTIFICATION: 1 I WASHINGTON 1 N N N N ® ElElN SQUARE CAFE I f I . F. ,r , I I J PROJECT OWNER: SALT LAKE CITY 0 5 10 15 20 FT FACILITIES PLANTING PLAN 2 8 EAST 400SOUTH Scale: 1/4"= 1'-0" SALT LAKE CITY,UT 84111 801-535-6631 KEY PLANTING NOTES 1 ANY ALTERATIONS TO THESE DRAWINGS DURING 6. ALL PLANTS SHALL BE TAGGED AND APPROVED BY THE CONSTRUCTION SHALL BE REPORTED TO THE OWNER'S OWNER'S REPRESENTATIVE AT THE NURSERY PRIOR TO REPRESENTATIVE AND RECORDED ON"AS BUILT" DIGGING OR DELIVERY TO SITE. MARK DATE DESCRIPTION DRAWINGS BY THE CONTRACTOR. CD— bux mic 7. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL PREPARER#: I OLA 2. ALL PLANT MATERIAL SHALL CONFORM TO THE MINIMUM EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL CONTRACT#: # GUIDELINES ESTABLISHED BY THE AMERICAN REPORT ANY CONFLICTS TO THE OWNERS PROJECT#: 14.013 STANDARD FOR NURSERY STOCK PUBLISHED BY THE REPRESENTATIVE FILE#: # 0 cle acu AMERICAN NURSERY ASSOCIATION,INC. 8. STAKE LOCATION OF ALL PROPOSED PLANTING FOR DRAWING FILE # APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR 3. ALL PLANTS TO BE BALLED AND BURLAPPED OR TO THE COMMENCEMENT OF PLANTING. DRAWN BY: AL CONTAINER GROWN,UNLESS OTHERWISE NOTED ON CHECKED BY: SAL THE PLANT LIST. 9. ALL PLANT BEDS TO RECEIVE 3"COMPOSTED BARK COPYRIGHT: MULCH. IOLA Plant List-Simple 4. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL p IN QUANTITIES SUFFICIENT TO COMPLETE THE 10. ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY SHEET TITLE: ID Qty Latin Name Common Name Scheduled Size Remarks PLANTING SHOWN ON THE DRAWINGS. PROTECTED DURING CONSTRUCTION. PROTECTION bux mic 20 Buxus microphylla'Winter Gem'Winter Gem Boxwood #5 TECHNIQUES SHALL BE REVIEWED AND APPROVED BY PLANTING cle acu 5 Clematis'Center Star'PP#1701 Center Star Clematis #1 5. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES THE OWNERS REPRESENTATIVE. PLAN SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM,HEIGHT, BRANCHING HABIT,FLOWER,LEAF, COLOR,FRUIT AND CULTURE ONLY AS APPROVED BY THE OWNERS REPRESENTATIVE. SHEET IDENTIFIER: PL101 BINDING # ORDER PREPARER: • PLACE PLANT AT GRADE Ia d sca a e ROOT FLARE SHALL BE AR HITECT RE EXPOSED;MULCH SHOULD NOT BE WITHIN 4"OF SHRUB TRUNK to Landscape Architecture 614 24th St,Ogden UT 84401 CONSTRUCT WATERING 801.390.9925 TOPSOIL-SEE SPECS. DISH AT EACH PLANT www.iolandarch.com USING TOPSOIL. PREPARER CONSULTANTS: MULCH-SEE SPECS. EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL. WHW Engineering,Inc. � 8619 South Sandy Parkway#101 BARK MULCH,AS SPECIFIED Sandy,UT 84070 TOPSOIL-SEE SPECS. IIIIIII Office:801-466-4021 �111111111•0111 0 Email:maxwelf@whw-engineering.com1I • UNDISTURBED SUBGRADE SETTLE PLANT BY 1/8 X 4"BLACK METAL — •••,•�♦�♦�• I �\ PLANTING PIT WITH FILLING WATER EDGING USING HOSE OR BUCKET. I PLACE BALL ON UNDISTURBED SUBGRADE-SEE SPECS. — SUBSOIL.REMOVE AND DISCARD PROFESSIONAL SEAL: BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS(TREATED 1' BURLAP,NYLON TWINE,WIRE MIN 'r BASKETS,ETC.)AND DISCARD O METAL EDGING SHRUB PLANTING NTS PROJECT IDENTIFICATION: WASHINGTON SQUARE CAFE PROJECT OWNER: SALT LAKE CITY FACILITIES JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 MARK DATE DESCRIPTION PREPARER#: I OLA CONTRACT#: # PROJECT#: 14.013 FILE#: # DRAWING FILE: # DRAWN BY: AL CHECKED BY: SAL COPYRIGHT: IOLA SHEET TITLE: PLANTING DETAILS SHEET IDENTIFIER: PL401 BINDING ORDER PREPARER: • Id dsca ae AR HITECT. RE to Landscape Architecture 614 24th St,Ogden UT 84401 801.390.9925 \ www.iolandarch.com PREPARER CONSULTANTS: rWHW Engineering,Inc. J 8619 South Sandy Parkway#101 Sandy,UT 84070 I GPM DRIP 3ia Office:801-466-4021 Email:maxwellj@whw-engineering.com c I i T._ 1 r — PROFESSIONAL SEAL: 0 ■ J I A L ,- r , N ,y://z/y /16 f L / . \ . ./ 4,iii \ PROJECT IDENTIFICATION: 1 1 WASHINGTON SQUARE CAFE l I I I I I PROJECT OWNER: 0 5 10 15 Zo FT SALT LAKE IRRIGATION PLAN CITY Scale: 1/4"= 1'-0" FACILITIES JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 LEGEND IRRIGATION NOTES 1. ALL INSTALLATIONS OR MODIFICATION TO THE IRRIGATION 6. THE IRRIGATION DESIGN IS DIAGRAMMATIC. THE LINE WILL NOT EXCEED THE DESIGN SUPPLY CAPACITY OFS CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF RAINBIRD XCZ-075-PRF 1/4"LOW FLOW THE EXISTING SYSTEM.THIS ZONE IS DESIGNED TO WITH THE SITE. DRIP CONTROL ZONE KIT OPPERATE BELOW THE FLOW CAPACITY OF THE EXISTING ATTACH TO EXISTING MAINLINE SYSTEM. MAINTAIN OPERATING PRESSURE FOR EACH MARK DATE DESCRIPTION 7_ THE CONTRACTOR SHALL PROVIDE ALL LABOR,PARTS AND ZONE TO THE LAST HEAD. 1/2"RAI NBI RD XBS-BLACK STRIPE MATERIALS REQUIRED TO COMPLETE THE IRRIGATION DISTRIBUTION TUBING 2_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SYSTEM. PREPARER#: IOLA INSTALLATION LAYOUT OF THE IRRIGATION COMPONENTS CONTRACT#: # IN ACCORDANCE WITH THE DRAWINGS AND / GALLONS PER MINUTE PROJECT#: 14.013 SPECIFICATIONS. THE LAYOUT MAY BE MODIFIED AS FILE#: # APPROVDED BY THE OWNERS REPRESENTATIVE TO 10GPM 1 STATION NUMBER DRAWING FILE: # ACCOMODATE UNFORSEEN SITE FACTORS. TURF ELECTRIC CONTROL VALVE SIZE DRAWN BY: AL 3_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKED BY: SAL REPAIRING AND/OR REPLACING ANY SITE ITEMS DAMAGED DESCRIPTION COPYRIGHT: DURING THE COURSE OF CONSTRUCTION. IOLA 4, ALL LINES SHALL SLOPE TO MANUAL DRAIN. IF FIELD CONDITIONS NECESSITATE ADDITIONAL DRAINS,THESE SHEET TITLE: DRAINS SHALL BE INSTALLED FOR COMPLETE DRAINAGE OF THE ENTIRE SYSTEM. IRRIGATION PLAN SHEET IDENTIFIER: IR101 BINDING # ORDER PREPARER: • O EASY FIT COMPRESSION TEE: Id d sca a e 4111 RAIN BIRD MDDFTEE AR HITECT RE 0© © Q O SINGLE-OUTLET BARB INLET X BARB OUTLET ® 1/2"POLYETHYLENE TUBING: RAIN BIRD XF SERIES TUBING OR to Landscape Architecture EMITTER:RAIN BIRD XERI-BUG EMITTER 2"_4" Q RAIN BIRD XT-700 XERI-TUBE OR 614 24th St,Ogden UT 84401 ® 2 ® ® ® ® ® PVC MAINLINE -.5 GPH EMITTER ON VINES J�YLI TT RAIN BIRD XBS BLACK STRIPE TUBING 801.390.9925 2O DRIP REMOTE CONTROL VALVE -2 GPH EMITTER ON SHRUBS www.iolandarch.com ~' SEE EQUIPMENT SCHEDULE 1 O INLINE DRIP EMITTER OUTLET(NOT USED) ••r,1` 2 UNIVERSAL 1/4"TUBING STAKE:RAIN BIRD '� M'� 7 PREPARER CONSULTANTS: O3 3/4"SCH 80 UNION O TS-025 VIM, _ ,, I I I O TIE DOWN STAKE:RAIN BIRD TDS-050 WITH 4 3/4"DISC FILTER WHW Engineering,Inc. p u NW ;� 0 © O3 1/4"DISTRIBUTION TUBING:RAIN BIRD XQ BEND(TYPICAL) YParkway �L I Il � _g 5 3/4"PRV W = +�. Q 0 © Q O Sandy,UT 84070 #101 0 Q TUBING(LENGTH AS REQUIRED) J MULCH hlll IIII 6 3/4"SCH 80 UNION y Office:801-466-4021 ■III:_: III , MIA' €- I 0 . — — 04 TOP OF MULCH ,\O _ O BRICK SUPPORT(1-EA.CORNER) �`.. 1 O FINISH GRADE Email:mauwellj@whw-engineering.com 2"MINIMUM tea,, ® 1 CU.FT.PEA GRAVEL SUMP — O 1/4"SELF-PIERCING BARB CONNECTOR:RAIN 1/2"POLYETHYLENE TUBING: CLEAR �� / ® M x F I.P.S COUPLING Q BIRD SPB-025 O RAIN BIRD XF SERIES BLANK TUBING v a vv a v �Ov �. / ® 12"x 18"VALVE BOX Q ( ) r rRATCHET CLAMP INCLUDED WITH ADAPTER —j '��'��/ 11 PVC OR POLY LATERAL O 1/2"POLYETHYLENE TUBING: /�� I� I / d dip. 40.... ♦.0 0 RAIN BIRD XF SERIES TUBING OR ��• �� LINE © 8 INSERT ADAPTER FOR PVC PIPE: fill _ RAIN BIRD XT-700 XERI-TUBE OR �� RAIN BIRD XBS BLACK STRIPE TUBING 4 RAIN BIRD XFD-INVPC PROFESSIONAL SEAL: O ® ® (' 11 O FINISH GRADE 411010 PVC LATERAL PIPE MINIMUM 1"IN DIAMETER NOTES: 1.USE RAIN BIRD XERIMAN TOOL XM-TOOL TO INSERT BARB CONNECTOR DIRECTLY INTO 1/2"POLYETHYLENE TUBING. NOTES: 2.SHOULD THE EMITTER BECOME DISLODGED UNREGULATED FLOW WILL 1.PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND,FOUR FEET IN LOAM,AND OCCUR. FIVE FEET IN CLAY. 3.RAIN BIRD XERI-BUG BARB X BARB EMITTERS ARE AVAILABLE IN THE 2.AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR FOLLOWING MODELS: ELBOWS,USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. XB-05PC 0.5 GPH XB-1 OPC 1.0 GPH XB-20PC 2.0 GPH ODRIP CONTROL ZONE ASSEMBLY DRIP EMITTER O PVC TO DRIPLINE CONNECTION NTS NTS NTS PROJECT IDENTIFICATION: WASHINGTON SQUARE CAFE PROJECT OWNER: SALT LAKE CITY FACILITIES JIM CLELAND 248 EAST 600 SOUTH SALT LAKE CITY,UT 84111 801-535-6631 MARK DATE DESCRIPTION PREPARER#: IOLA CONTRACT#: # PROJECT#: 14.013 FILE#: # DRAWING FILE: # DRAWN BY: AL CHECKED BY: SAL COPYRIGHT: IOLA SHEET TITLE: IRRIGATION DETAILS SHEETIDENTIFIER: I R401 BINDING # ORDER 400 SOUTH 400 SOUTH k SCORE JOINT, TYPIG L • rp l • o / 1p C / / RELOCATED MONUMENT Ci / (I OFB)NCH 1- / / NEN Li ILI Li ILI I I� JL Nl k iu Li F „4 o s. i H O �� )�r�r N O a ��'=�r _� a,_6? PLcANTE- 44416) h,_s . LAWN EDGE 11W- 41111111. pp p .A. •— EXIST. TREE, II IIIIi • '1111111 TYPICAL NORT NORT O' 5' 10' 20' O' 5' 10' 20' 1 • 1 • PLANT LEGEND SYMBOL BOTANTIGAL NAME COMMON NAME TREE Gornus alternifolia PAGODA DOGWOOD SHRUBS OGornus alba 'Baton Rouge' BATON ROUGE REDTWIG DOGWOOD Cotoneaster apiculata CRANBERRY GOTONEASTER Taxus baccata repandans DWARF ENGLISH YEW PERENNIALS Echinacea purpurea 'Amazing Dream' GONEFLOWER thOr Geranium x. 'Rozanne' ROZANNE HARDY GERANIUM 0 Hemerocallis 'Baja' BAJA DAYLILY (i Hemerocallis 'Pardon Me' PARDON ME DAYLILY Heuchera x. 'Melting Fire' MELTING FIRE CORAL BELLS 0 Iris pallida 'Albo Variegate' VARIEGATED IRIS Salvia nemorosa 'Caradonna' CARADONNA PERENNIAL SALVIA 0 Veronica spicata 'Goodness Grows' GOODNESS GROWS VERONICA