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HomeMy WebLinkAbout6/1/2016 - STAFF REPORTS - 5.D. �Ot p P`M S.. .y c V N ryco4j c� rx x Cq</FORN,P City Council Staff Report DATE: June 1, 2016 NEW BUSINESS SUBJECT: REPORT ON BUILDING OFFICIAL APPROVAL OF A REQUEST FOR EARLY CONSTRUCTION START TIME OF 12:00 A.M. TO 7:00 A.M. FROM MONDAY THRU FRIDAY FOR CERTAIN WORK ACTIVITIES AT THE ANDAZ HOTEL CONSTRUCTION SITE FROM JUNE 2, 2016, THROUGH NOVEMBER 3, 2016 FROM: David H. Ready, City Manager BY: Office of the City Manager SUMMARY The City has received a request from Penta Building Group, the General Contractor responsible for construction of the Andaz Hotel for Rael Development Corporation, for an early construction start time of 12:00 a.m. Monday through Friday beginning June 2, 2016, and extending to November 3, 2016. Chapter 8.04.220 of the Palm Springs Municipal Code limits the hours of construction from 7:00 a.m. to 7:00 p.m. Monday thru Friday, unless the construction work complies with the terms of a written early work permit issued by the Building Official upon a showing of sufficient need due to circumstances of an unusual or compelling nature. In this case, the Building Official will be approving an early start to construction in consideration of the need to proceed with high volume of continuous concrete construction for reinforced concrete floors, columns and decks that cannot occur during high ambient heat, and to address exposure of construction workers to high heat during the summer months, subject to continuous monitoring of noise complaints and impacts to adjacent properties and businesses. RECOMMENDATION: Receive and file. STAFF ANALYSIS: The Andaz Hotel has commenced construction, and as a reinforced concrete structure, will require placement of over 15,000 cubic yards of concrete and 2.1 million pounds of reinforcing steel. This type of construction is relatively unique to Palm Springs in the scope and quantity, and proceeding with reinforced concrete construction of this magnitude during the summer months is a challenge given restrictions on concrete ITEM NO. '�. D City Council Staff Report June 1, 2016 -- Page 2 Report on Approval of Early Construction Start Time Andaz Hotel construction methods limiting exposure to concrete at higher temperatures, and the need to protect concrete while curing from such higher temperatures. Penta Building Group, the General Contractor responsible for construction of the Andaz Hotel for Rael Development Corporation, has submitted a request for an early construction start of 12:00 A.M. to 7:00 A.M. for a period extending from June 3 to November 3, 2016, to allow for scheduling of continuous concrete pours for concrete footings, concrete columns, and elevated concrete podium decks for the multi-story structure. On alternative days when concrete pours are not scheduled, early work would commence at 3:00 A.M. for placement of reinforcing steel in advance of the subsequent concrete pour scheduled. A 500 feet radius location map of the construction site is provided in Figure 1 . ` o M milli lib .. . i c K y i ■ . 1 1 y R h A R, Figure 1 Permitted construction hours per the Palm Springs Municipal Code 8.04.220 are listed in the table below: 02 City Council Staff Report June 1, 2016-- Page 3 Report on Approval of Early Construction Start Time Andaz Hotel Permitted Hours of Construction Sundays& Weekdays Saturday Holidays* a.m. to 7 p.m. 8 a.m. to 5 Not permitted p.m. 'Thanksgiving Day, Christmas Day, New Years Day,July 4�, Labor Day and Memorial Day Certain exceptions to these construction hours are allowed in the Municipal Code, including exception (2): (2) Construction work complying with the terms of a written early work permit which may be issued by the building official upon a showing of sufficient need due to circumstances of an unusual or compelling nature; Penta Building Group has requested an early start for construction (at 12 AM) to accommodate the anticipated construction which includes setting and forming 2.1 million pounds of steel reinforcing bar, and placing over 15,000 cubic yards of concrete in multiple phases of continuous concrete pours. A copy of the request submitted by Penta Building Group is included as Attachment 1. Included with the request is a tentative construction schedule that outlines an aggressive and sequential schedule with the following sequence: • Preparation of concrete foundations commencing May 16 through June 29, wherein that period of time four separate concrete pours of 2-3 days would occur; • Preparation of concrete columns commencing June 6 through July 13, wherein that period of time four separate concrete pours of 2-3 days would occur; • Preparation of concrete shear walls commencing June 6 through July 29, wherein that period of time five separate concrete pours of 2-3 days would occur; • Preparation of elevated concrete podium decks commencing July 6 through November 3, wherein that period of time ten separate concrete pours of 2-3 days would occur I vapapxl,paq.a Irll II : apIOOL\6 ]] 6WI6A HJnM aMRN'r�MIFnC: 1 I M.y.'A I 1'161 K. 91,ssaR 11 � I I 1 I ! 1 ! f._.{.... y {.- -i-- \. 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I ! i i I, ♦•Inuarya« .oaos i . 03 City Council Staff Report June 1, 2016-- Page 4 Report on Approval of Early Construction Start Time Andaz Hotel Construction will also require specific staging and detour of pedestrian traffic around the site; in order to maintain pedestrian traffic, the existing parking lanes adjacent to the site on N. Palm Canyon Dr. and Indian Canyon Dr. will be eliminated and a secured and barricaded pedestrian path of travel will be established. The entire frontage of the streets adjacent to the project site will be removed and reconstructed to accommodate the new Andaz Hotel. During this time, parking will be temporarily eliminated adjacent to the site; however, existing travel lanes will remain open. The Building Official is recommending approval of the early start time, to allow for staging of concrete trucks during the continuous multiple-hour concrete pours that will occur periodically throughout the summer. Given the volume of concrete to be placed, with one concrete truck holding 10 cubic yards, throughout the duration of the construction approximately 1,500 concrete trucks will need to be staged on either Palm Canyon Drive or Indian Canyon Drive in sequence to provide a continuous supply of concrete during this construction schedule. Staging this work during the early morning hours will help to minimize disruption to traffic that otherwise would occur if the normal work hour start of 7:00 AM was maintained. Early morning work will also require temporary outdoor lighting, which may impact adjacent properties. To mitigate the noise associated with these trades, the Building Official is recommending that the Penta Building Group monitor the use of back-up alarms and radios, and make every effort to minimize construction traffic on adjacent streets on days when continuous concrete pours are not scheduled. The Building Official's approval is contingent on Penta Building Group cooperating with the community, and to periodically meet with the Main Street merchants and affected residents to discuss any needed changes to address light and noise impacts and construction activities affecting businesses during the early morning hours. The Building Official is also requiring that an official notice be mailed to all property owners located within 500 feet of the project site, providing contact information and a phone number to call with complaints related to the early morning construction activities. Alternatively, if the early construction start time is not approved by the Building Official, Penta Building Group has advised that the construction will be delayed by 10 weeks until the ambient temperatures reduce, which would delay commencement of construction into the holiday season. 04 City Council Staff Report June 1, 2016 -- Page 5 Report on Approval of Early Construction Start Time Andaz Hotel ENVIRONMENTAL IMPACT: On April 2, 2014, the City Council adopted Resolution No. 23527, approving an amendment to Case No. 5.1091, Planned Development District 324, and related entitlements associated with the development of a 150 room hotel, and finding that the previously adopted Mitigated Negative Declaration Number 2006109031 as sufficient and appropriate environmental documentation for the proposed amendment to Planned Development District 324. No further environmental analysis is required with this action. FISCAL IMPACT: None. SUBMITTED: Marcus L. Her, MP A, P.E., P.L.S. David H. Ready, Assistant City Manager/City Engineer City Manager Attachment(s): 1. Penta Building Group Request Letter ATTACHMENT 1 u6 PENTA The PENTA Building Group May 24, 2016 City of Palm Springs Mr.Savat Khamphou 3200 E.Tahquitz Canyon Way Palm Springs, CA 92262 Re: Andaz Hotel Palm Springs Subject: Construction Work Hours and Jobsite Fencing Layout Plan Mr. Khamphou, The PENTA Building Group is committed to properly and safely completing all aspects of construction on each and every one of its projects and the Andaz Hotel Palm Springs is no exception. In order to accomplish a properly and safely built project we are requesting a variance to the City of Palm Springs construction work hours as well as revision to the project fence plan. One of the major aspects of construction work at the Andaz Hotel Palm Springs is structural concrete and reinforcing steel. PENTA along with the structural concrete contractor and concrete reinforcing contractor will be placing over 15,000 cubic yards of concrete and installing over 2.1 million pounds of reinforcing steel for this project.We are requesting construction work hours be changed to start at 12:00 AM for concrete placement activities and 3:00 AM for installation of reinforcing steel and formwork for several reason. First and foremost is for the safety of the City's tourists and residents as well as the construction crews by bringing materials and equipment onto the project site early when there is less vehicular and pedestrian. Secondly,concrete material that is placed during hot weather temperatures has the potential for many deficiencies including poor concrete strength, decreased durability,and increased cracking. See attached excerpt from the American Concrete Institute—ACI 30511-99. Finally, if a variance to the City's work hours is not provided the schedule of the project will be delayed by over 50 working days or 10 weeks which will push the concrete activities into the holiday seasons greatly affecting the tourism and traffic during prime vacation. Attached is a copy of the project schedule with the concrete placement dates shown. Another critical portion of the construction work is the location of the job site fence.This fence protects the public,tourists, and residents of Palm Springs from construction activities. PENTA is requesting to move the jobsite fence to the curb and gutter line.We will place temporary Jersey Barriers along Indian Canyon Drive and Palm Canyon Drive along with proper signage to provide the public,tourists,and residents a safe path of travel around the job site.This plan will not affect vehicular traffic but will consume street parking around the project site. We have attached a pedestrian traffic plan for your reference. The PENTA BuilddI Group Sincerely, Marc Hall Superintendent 452 N. Indian Canyon Drive I Palm Springs,CA 92262 1 760.776,6111 ACI 305R-99 Hot Weather Concreting Reported by ACI Committee 305 Robert J.Ryan Kenneth B.Rear Chairman Secretary Muwafaq A.Abu-laid D.Gene Daniel Alexander Leschmsky Bijan Ahmadi Richard D.Gaynor William C.Moore J.Howard Allred John G.Gendrich Dan Ravina Zawde Berhane G.Terry Harris,Sr. John M.Scanlon Karl P.Brandt Barry L.Houses[ Victor H.Smith Terence M.Browne Frank A.Kozeliski George V Tendom Joseph G.Cabrera Mark E.Leeman Habib M.Zein AI-Abidien James N.Cornell,11 Concrete mixed,transported,and placed under conditions of high ambient Keywords: air crarainmenn cooling; curing; evaporation; high tempera- temperature, low humidity, solar radiation, or wind, requires an under- lure; hot weather construction; plastic shrinkage; production methods; standing of the effects these environmental factors have on concrete prop- retempering;slump tests;water content. e,ties and construclion operations.Measures can be taken to eliminate ar' minimize undesirable effects of these environmental fartarc Experience in CONTENTS hot weather with the types of conslrucfion involved will reduce the poten- Chapter 1—Introduction, p. 305R-2 Gal for serious problems. 1.1—General This committee report defines hot weather,lists possible potential prob- 1.2—Definition of hot weather lems,and presents practices intended to minimize them.Among[hea'e prat- )r 1.3—Potential problems in hot weather Pr !ices are such important measures as selecting materials and propm'tiots, pr'ecooling ingredients, special botching, length of haul,consideration of 1.4—Potential problems related to other factors concrete temperature as placed,facilities for handling concrete at the site, 1.5Practices for hot weather Concreting and during the early curing period,placing,and curing technique., and appropriate testing and inspee/ing procedures in hot weather conditions.A Chapter 2—Effects of hot weather on concrete selected bibliography is included. properties, p. 305R-3 These revisions involve an editorial revision of the document.The revi. 2.1—General sions focus in particular on the effects of hot weather an concrete properties, 2,2—Temperature of concrete and the use of midrange water-reducing admixtures and extended.set-con- trol admixtures in lint weather. 2.3—Ambient re conditions 2.4—Water requirements ACI Committee Reports, Guides, Standard Practices, and 2.5—Effect of cement Commentaries are intended for guidance in planning,design- 2,6—Supplementary cementitious materials ing,executing, and inspecting construction.This document 2.7—Chemical admixtures is intended for the use of individuals who are competent 2-8—Aggregates to evaluate the significance and limitations of its content 2.9—Proportioning and recommendations and who will accept responsibility for the application of the material it contains.The American Chapter 3—Production and delivery, p. 305R-11 Concrete Institute disclaims any and all responsibility for the 3.1—General 'stated principles.The Institute shall not be liable for any loss 3.2—Temperature control of concrete or-damage arising therefrom. 3.3 Batching and mixing Reference to this document shall not be made in contract documents. if items found in this document are desired by ACT 305R-99 supersedes ACI 305R-91 and became effective October27,1999. Copyright 0 2300,American Concrete Institute. the Architect/Engineer to be a part of the contract documents, All right,,reserved including rights of repmdmiks.and use in my form or by any mews,including The making of copies by any photo process,or by eleciumart or they shall be restated in mandatory language for incorporation rnechwicil device,printed,whiner,or oral,or recording for sound or visual repro- b the Architect/Engineer.lneer. ductiun or for use in any knowledge ur retrieval system or device,unless permission m y g willing is obtained from the copy right proprietors. aa 305R-1 �f7 305R-2 ACI COMMITTEE REPORT 3.4—Delivery 301 and ACI 211.1).Trial batches should be made at temper- 3.5—Slump adjustment atures anticipated in the work and mixed following one of the 3.6—Properties of concrete mixtures procedures described in Section 2.9,Proportioning.The con- 3.7—Retempering crete supplier and contractor are generally responsible for determining concrete proportions to produce the required Chapter 4—Placing and curing, p. 305R-13 quality of concrete unless specified otherwise. 4.1—General According to ASTM C 31/C 31M,concrete test specimens 4.2—Preparations for placing and curing made in the field that are used for checking adequacy of lab- 4.3—Placement and finishing oratory mixture proportions for strength or as a basis for 4.4—Curing and protection acceptance or quality control should be cured initially at 60 to 80 F(16 to 27 Q. If the initial 24 h curing is at 100 F Chapter 5—Testing and inspection, p. 305R-16 (38 C), the 28-Jay compressive strength of the test speci- 5.l—Testing mens may be 10 to 15% lower than if cured at the required 52—Inspection ASTM C 31/C 31M curing temperature(Gaynor or al 1985). If the cylinders are allowed to dry at early ages,strengths will Chapter 6—References, p. 305R-17 be reduced even further (Cebeci 1987). Therefore, proper 6.1—Referenced standards and reports fabrication,curing, and testing of the test specimens during 6.2—Cited references hot weather is critical, and steps should be taken to ensure that the specified procedures are followed. Appendix A—Estimating concrete temperature, p. 305R-19 1.2—Definition of hot weather 1.2.1 For the purpose of this report, hot weather is any Appendix B—Methods for cooling fresh concrete, combination of the following conditions that tends to impair p. 305R-19 the quality of freshly mixed or hardened concrete by acceler- CHAPTER 1—INTRODUCTION ating the rate of moisture loss and rate of cement hydration, 1.1—General or otherwise causing detrimental results: Hot weather may create problems in mixing,placing, and High ambient temperature; curing hydraulic cement concrete. These problems can High concrete temperature; adversely affect the properties and serviceability of the con- Low relative humidity; crete. Most of these problems relate to the increased rate of Wind speed; and cement hydration at higher temperature and increased evap- Solar radiation. oration rate of moisture from the freshly mixed concrete.The 1.2.2 The effects of high air temperature, solar radiation, rate of cement hydration is dependent on concrete tempera- and low relative humidity may be more pronounced with in- ture,cement composition and fineness,and admixtures used. creases in wind speed(Fig. 2 1.)).The potential problems of This report will identify problems created by hot weather hot weather concreting may occur at any time of the year in concreting and describe practices that will alleviate these warm tropical or and climates, and generally occur during potential adverse effects. These practices include suggested the summer season in other climates. Early cracking due to preparations and procedures for use in general types of hot thermal shrinkage is generally more severe in the spring and weather construction,such as pavements,bridges,and build- fall.This is because the temperature differential for each 24 h ings. Temperature, volume changes, and cracking problems period is greater during these limes of the year.Precautionary associated with mass concrete are treated more thoroughly in measures required on a windy,sunny day will be more strict ACI 207.1R and ACI 224R. than those required on a calm,humid day,even if air temper- A maximum "as placed" concrete temperature is often amres are identical. used in an effort to control strength, durability, plastic- shrinkage cracking,thermal cracking, and drying shrinkage. 1.3—Potential problems in hot weather The placement of concrete in hot weather, however, is too 1.3.1 Potential problems for concrete in the freshly mixed complex to be dealt with by setting a maximum"as placed" state are likely to include: or"as delivered"concrete temperature. Concrete durability Increased water demand; is a general term that is difficult to quantify, but it is per- Increased rate of slump loss and corresponding ten- ceivcd to mean resistance of the concrete to weathering(ACI dency to add water at the job site; 201.2R).Generally,if concrete strengths are satisfactory and Increased rate of setting, resulting in greater difficulty curing practices are sufficient to avoid undesirable drying of with handling, compacting,and finishing,and a greater surfaces, durability of hot weather concrete will not differ risk of cold joints; greatly from similar concrete placed at normal temperatures. Increased tendency for plastic-shrinkage cracking; and The presence of a desirable air-void system is needed if the Increased difficulty in controlling entrained air content. concrete is going to be exposed to freezing cycles. 1.3.2 Potential deficiencies to concrete in the hardened If an acceptable record of field tests is not available, con- state may include: crete proportions may be determined by trial batches (ACI Decreased 28-day and later strengths resulting from 0 J HOT WEATHER CONCRETING 305R-3 either higher water demand, higher concrete tempera- The following list of practices and measures to reduce or rare, or both at time of placement or during the first avoid the potential problems of hot weather concreting are several days; discussed in detail in Chapters 2,3,and 4: • Increased tendency for drying shrinkage and differen- Select concrete materials and proportions with satisfac- tial thermal cracking from either cooling of the overall Cory records in hot weather conditions; structure, or from temperature differentials within the Cool the concrete; cross section of the member; Use a concrete consistency that permits rapid place- Decreased durability resulting from cracking; ment and effective consolidation; • Greater variability of surface appearance, such as cold Minimize the time to transport,place, consolidate,and joints or color difference, due to different rates of finish the concrete; hydration or different water-cementitious material ratios Plan the job to avoid adverse exposure of the concrete (w/crn); to the environment, schedule placing operations during • Increased potential for reinforcing steel corrosion— times of the day or night when weather conditions are making possible the ingress of corrosive solutions;and favorable; • Increased permeability as a result of high water con- Protect the concrete from moisture loss during placing tent,inadequate curing,carbonation,lightweight aggre- and curing periods; and gates,or improper matrix-aggregate proportions. Schedule a preplacemenl conference to discuss the requirements of hot weather concreting. 1.4—Potential problems related to other factors Other factors that should be considered along with climat- CHAPTER 2—EFFECTS OF HOT WEATHER ON is factors may include: CONCRETE PROPERTIES • Use of cements with increased rate of hydration; 2.1—General • Use of high-compressive-strength concrete, which 2.1.1 Properties of concrete that make it an excellent con- requires higher cement contents; stmction material can be affected adversely by hot weather, • Design of thin concrete sections with correspondingly as defined in Chapter 1. Harmful effects are minimized by greater percentages of steel, which complicate placing control procedures outlined in this report. Strength, imper- and consolidation of concrete; meability, dimensional stability, and resistance of the con- Economic necessity to continue work in extremely hot Crete to weathering,wear,and chemical attack all depend on weather;and the following factors:selection and proper control of materi- • Use of shrinkage-compensating cement. als and mixture proportioning; initial concrete temperature; wind speed; solar radiation; ambient temperature; and hu- 1.5--Practices for hot weather concreting midity condition during the placing and curing period. Any damage to concrete caused by hot weather can never 2.1.2 Concrete mixed, placed, and cured at elevated be fully alleviated.Good judgment is necessary to select the temperatures normally develops higher early strengths than most appropriate compromise of quality, economy, and concrete produced and cured at lower temperatures, but practicability.The procedures selected will depend on: type strengths are generally lower at 28 days and later ages. The of constmctinn; characteristics of the materials being used; data in Fig. 2.12 shows that with increasing curing temper- and experience of the local industry in dealing with high am- atures, 1-day strength will increase,and 28-day strength de- bient temperature, high concrete temperatures, low relative creases (Klieger 1958; Verbeck and Helmuth 1968). Some humidity,wind speed,and solar radiation. researchers conclude that a relatively more uniform micro- The most serious difficulties occur when personnel plat- structure of the hydrated cement paste can account fur higher ing the concrete lack experience in constructing under hot strength of concrete mixtures cast and cured at lower temper- weather conditions or in doing the particular type of con- atures(Mehta 1986). stmction.Last-minute improvisations are rarely successful. 2.1.3 Laboratory tests have demonstrated the adverse Early preventive measures should be applied with the effects of high temperatures with a lack of proper curing on emphasis on materials evaluation, advanced planning and concrete strength (Bloem 1954). Specimens molded and purchasing,and coordination of all phases of work.Planning cured in air at 73 F(23 C), 60% relative humidity and at in advance for but weather involves detailed procedures for 100 F (38 C), 25% relative humidity produced strengths of mixing,placing,protection,curing,temperature monitoring, only 73 and 62%,respectively,of that obtained for standard and testing of concrete.Precautions to avoid plastic-shrinkage specimens moist-cured at 73 F(23 C)for 28 days.The longer cracking are important. The potential for thermal cracking, the delay between casting the cylinders and placing into stan- either from overall volume changes or from internal re- dard moist storage, the greater the strength reduction. The straint, should be anticipated. Methods to control cracking data illustrate that inadequate curing in combination with include:proper use of joints,increased amounts of reinforcing high placement temperatures impairs the hydration process steel or fibers, limits on concrete temperature, reduced and reduces strength.The tests were made on plain concrete cement content, low-heat-of-hydration cement, increased without admixtures or pozzolans that might have improved form-stripping time,and selection and dosage of appropriate its performance at elevated temperatures. Other researchers chemical and mineral admixtures. determined that insufficient curing is more detrimental than 10 ANDAZ PALM SPRINGS HOTEL P E NI TA The PEVTA Eu3Tdm GM AdNtylD Pcl'vty Name 0 el M DYTMion a ux[III 11111 Ili I ANDAZ PALM SPRINGS HOTEL n . ol- PRECONSTRUCTION 0 DESIGN AND PERMITS 101 17-Au9-15A 2DJuTH6 2ORRCIS(UaIGNAHD PERMITS SCHEDULE IMPACTS D CONSTRUCTION 328 1&Nw-15A 09-May-17 9 MMayti,CONSTRUCTION MOBILZE 99 IDDec-15A I&Mag16A 16Map16A,MOBILIZE SIMINORK 110 16-Nov-15A 28-Jun16 2&Jun46,SITEWORK SUBCONTRACTOR SUBMITTALS!PROCUREMENT 136 22-Fe&16A 31-Aug16 IF31-hp18.5118CONTPACTORSURMITT&VMOCUREMENT CONSTRUCTION 249 1FMay16A 04May17 v MIAIa ti,CONSTRUCTION 121 16M2y16A 03-NaMA6- T 03TNov-16,STRUCTURE 121 16-May16A O1Nov-16 v �03-Nov-16.CONCRETE STRUCTURE FOUNDATIONS _2 '6-Moy-16h 2'_JUN1, 4 0 2AJun16,FOUNDATIONS: AREA-A"i-5&A-K cwwETE xrcExRn MAv 11 nafre 10 IlW,16A 01Jum16 '�03Jun16,ARSA-A"3S3AK AREA'B"S9&A-K 10 t&M y16A 0&J nib 't�P 0&Junt6.PAEA"B'&9&" AREA'C"&M&A-K c 14 UZ.J 16 21Jun16 VHF 21-Jun 16,AREA VC-9-108XK AREA TJ"14-21&A-K 10 1&J 16 29Jun16 VO 29-Jun-18 AAEA V 10-21&hK CO NCRETE C O LU MN S 2; 05-Jury lO 13-JO1L.9 O--J 13J1 18 CONCRETE COLUMNS AREA"A"1S&A-K mnrnaTeiuceiuiii ,.:,u" 9 0&Juo-16 I6Jun16 W 16-Ju&16.AREA-A"1-58AK AREA"B-&9&A-N 9 07-Jun16 17-Jun16 W 17JVF16,AREA-WS-98AK AREA"C"9-14&A-K coxcnETE pucuanT uxExo-AAr os 9 22-Jun16 0SJu416 VA0&Ju41fi.PREA'C'9108AK AREA"D"1*21&A-K cox Aalp pU[BIExTaxrzna 9 30-1.16 1SJ416 13-Ju416,AREA'0 1e-21&AK CONCRETE SIT EAR WALL 5 35 66-Jum16 29-AL16 Opp 29-Ju416.CONCRETE SHEAR WALLS AREA"A'1.5&A-K caxcalTE pvsaxcraT aa&xs.utva 21 06.iun16 05-. 416 0SJu416.AREA'A"1-5&A-K AREA"8"&9AA-K carvcx[t[puG[x[xr,umazs.urm 21 07-J.16 O JU1-I6 VIWY MJulB,AREA-W 9A0.K ELEVATOR PIT 17 05J1&16 27-Ju416 VUIIIIIT2i-Ju416,ELEVATOR PIT AREA"C"9.1ee A-K wrvcxETe pucEMe»T snr uzi 21 2 J.16 21.JLL16 V 21-Ju416.AREA'C'9-14&A-K AR15%"D"1&21&A-K c—A,vL11.r .ulrxTn 21 3&Jun1E 29-JuP16 7 29-JW16.AREA"[714-21&A-K ELEVATED PODIUM DECKS 96 ]-Juk16 C3.Nov.16 D&Nov-1S ELEVATED PODIUM DECKS DECKLEVEL 2AREA 0111-78A-0 onwETEvvcEMExTnuc xu 25 0 JaUG D AN 16 09-Au 16.DECK LEVEL 2AREAo111-i&AID DECKLEVEL2AREA0211-7e0.6 COSMETEPuCEMCNTAUo1s19 25 1&JUP16 1&Augt6 VIIIIIIIi I9AW16,OECKLEVEL2AREADWI-7&D-G DECKLEV£L2AREA0WI-7&G-N T 25 2&J*16 31-A9-16 31-kIg16.DECKLEVEL2AREA0311-78G-K DECK LEVEL 2AREA OW-16&A-0 Co ETEPu EMGe MPTlnx 25 09-Au,16 13-SaP15 : T�i1&Sep•16,pELK LEVFL$ARFjIOM-168AD DECKLEVEL2AREA051T-13&D-D RTMRTIIIz 25 19-A}t6 2}Se,16 TIIIIIIIIIIIIIIII`:2 Se,16,DECK LEVEL 2AREACW.13&0.G DECK LEVEL 2AREA 06116-21&A-C IPNw ETEp AI RT KEPT 29 MT AI 25 3&Au 16 00.0c416 ViO Oct-1&.DECK LEVEL 2AREA0&110.21&A-C DEC K LEVEL 2 AREA 02116-21&PF cwwETE PursuEm xl 25 12-SW16 10-Oct-15 '': V�p 14-0c616,DECK LEVEL2AREA07116-21 A,D.F: DEC K LEVEL 2 AREA 0911-218 F-HS caN-11e—I—N 1-1 25 21-Sep-16 25-O[415 16-21&F-:H.5 DECK LEVEL 2AREA0916-21&H.SK I—TTrrL¢exrwo1-1 n1111 25 30-Sep-16 0}Nov-16 VMW0&Nw46,DECKLEVEL2AREA091&21&H.&K DECK LEVEL SAREA 7-13&D-5 xJNL> en.i I- 30 16-Sep-16 27-Oct-16 : VOW2i-O*IS.DECKLEVEL3AREAb13&0.G BUILDINGS 195 02-Aug-16 09-May1T� 09-May17,BUILDINGS P BUILDING 3 02-Aug16 01-Ppc17 ORA,17,WILDING BUILDWG1 163 24-A 16 R-AprvIL - -- Yi-ApAi,BUILDING NEENEENINJOrlOW 10.APT-17.BUILDING K aaaaa� RemeFH9 Level of ElbO CTRica Re... Page 102 CONTRACT MASTER SCHEDULE aaaea� ACNL Level of ESon ♦ ♦MM'K. Dale RPobl Checkeal weal Ta.,Ie5a1oe P�Summery MH SJM A al Work Rem orarg Wwk �e ANDAZ PALM SPRINGS HOTEL P E N'T'A The PE\TA BuildiB Grou Acl vOy iL gclrvAy Name GrgMeJ2�00-16 Fioph DUMIbn ay une a um BUILDING H 1 BUILDING C 1$ 2"f.17,BUILDING C BUILDING 0 153 1 1&Apr-1].BUILDING D BUILDING A UQ 1 11-Apr-1T.BUILDING A BUILDING M PENTHOUSE 139 09-Maya),BUILDING M PENTHOUSE LEVEL 01 BACK OF HOUSE 155 2. 31-Apr-1l,LEVEL0I BACK OF HOUSE BUILDING E 151 OB O2 hla12,WILDING E BUILDING G 131 O(: Ot-May-1).WILDING G BOWING F 1 ` r 2&Apr-17;BUILDING F PE v —V 15-Fea-17.EATERIORENVELOPE mw I v 01-Fe117,STUCCO BUILDING B 36 14-Be,16 IWNov-16 O Nov-16,WILDING B BUILDING 38 05-Ocl-16 01-Dec-16 BUILDING BUILDING K 38 Oa.Oc146 2SNov-16 2PNov-16.WILDING K -- BUILDING H 38 WOcl-16 01-1)ec 16 01-Om-18,BUILDING H BUILDING C 38 18-Ocl-16 13-Dec-16 11D .16.WILDING C BUILDING D 37 30.Sep16 22-Nov-16 22-Nev-16,WILDING 0 BUILDING 37 12.Ocb16 0&Dec-16 —MD.-H,WIMINGA BUILDING M 50 21-Nov46 01-Feb-17 —01-Feb17,BUILDING M BUILDING E 32 17-Nov-16 04-Ja0-17 04-Jeu IT WKDING E BUILDING 33 30.Nov-16 16-Jarv17 16-J2rv17,BUILDING BUILDING F ... 121-N-162�J Nov 1&Jarv1] '.. N�1&Jerv1),WILDING F EXTEAHIR G 53 it��21Jan-1T,EXTERIOR GUSSAND GLAZING EXTERIOR PU 10 P915-Feb1).E ERIOR PUNCHLIST r>366 EXTERIOR PUNCHUST ITEMS 11 tT 1SFeb1T EXTERIOR PUNCHLRT ITEMS PARKING GARA a R. 21-My-1).PARKING GARAGE PUBLIC PARKING 93 6 1 �10.Mar-P,PUBLIC PARKING VALET PARKING 93 16 21- ���21-Mar-17.V ET PARKING LANDSCAPE B BARDS At ....,, 116 16 ---- �� 04-MaYTT,LANDSCAPE E HARDSCAPE LEVEL 1 HAROSHAPE ANDLANOSCAPE ;` 29 tt O4 04-May-1T,LEVEL 1 HARDBIAPE AND LANDSCAPE LEVEL 2 GRIDS 1-WA-K 40 16 2bJ ��2CJa1F1T;LE4EL2GRIDS I-MA-K LEVEL 2 GRIDS a-1WA-K 49 i] 12-Apr-1]` ��P 12-Apr-1T,LEVFI 2 GRIDS S-IGA-K LEVEL 2 GRIDS I6-211A-K 45 21-Mar-i] ��21-Mir-1].LEVER GRIDS 16-211A-K CLOSEOUT 48 ? O3Ju0-1) - �BIILFI DCLOSEOUT- eeeee� RenBnin9 LeveldERaA CrftdRe... Pa9a202 CONTRACT MASTER SCHEDULE er_ Atlud Level of Ellal ♦ •MbderM Dais RoVesMO CMkaU App.0 TeHMry 6eieYM �p Mart., MH JSJM � AA1eN Work � Remaining Wok F.k r� eh r ',Legend - ..w. .e�.n.."N°n....°.`.....�. ..n.e...... cum acmm. ewrbrww m�iexa _ lem.. y�y � ! W a i d F z17 I ■ ! i .... ° a F O a u SCALE ....�.. NORTH Cr - PAGE 1 . 1 f� I y kk I{�a CO(US,q W14{ F MM DaLoxr NO SCALE PALMS FIRE TRIADA HOTEL HYDRANT RESORT uunw A _.-_. _ _ I ' _. 40T 250' 250' XY ARI I ♦ � A N. INDIAN CANYON DR Mr �A I H WMI O W 6T � I p 4 I 4 Z _ I LO (�pB I sw NYDRIMT I aoDrFpe � : N PALM CANYON DR I � . �.0 250' 200' - LI -i Tl I c. WH♦ 'yJ NYORNNM _ w:on G SIDEWALK JERSEY BARRIER s WORK AREA - " I__I NQlES:1.A-LTRAFFICCAIFORROLOEVICESfOR TINS%2OECi SMALLBE IN ACCORDANCE WITHA11 CALIFORNIA MANUAL ON UNIFORMTRAFFIC CONTROL ---- FENCE 8 WIND SCREEN TRAFFIC CONTROL. SHOWN PEDESTRIAN DETOUR PATH 2.SAFETY:CONTROL SHOWN HEREIN IS THE MINIMUM REOUIREO ADDITIONALRITRAFFIC CONTROL MAY BE REWIRED TO FACILITATE PUNK SHROUG O TRAFFIC FLOW EDEEMEDNECESSARYBY L IN aFPALM SPRINGS CONTROL SIGNS E. 2015-1913 �.THROUGHOUT EACH WORK PERIOD CONTRACTOR SHALL INSPECT TRAFFIC CONTROL I51GN5,BPftRICPDESAND OEUNEATORS)PNO MAINTPIN onA SAME IN ACCORDANCE WITH TRAFFIC CONTROLS. ti Springs BELARDO RD 4'CONTRACTOR SHALL MAINTAIN A MINIMUM 11(12'TYP.I TRAFFIC W✓<WIDTH AT ALL TIMESANO A MINIMUM 2'BETWEEN THE EDGE OF CUT AND AMR,HcAel Palm THE NEAHESTTRAFFIC TONE. � Jecebsson n__.: Dan 780 345-BT00 5.ACCESS TO PRNATE PROPERTY SHALL BE MAINTAINEDATALLTIMES. Engineering ) p 6.THISTRAFFICCONTROLSHALLBE IN PLACE 24 HOURSADAY UNILWORK IS COMPLETE AL- R ICCONIROLDEVICES USEDDURING HOURS Tops IN Barricades,lnc.__Me11U Ran FMelD - OFOA EWWS BEREiROREFLECMVEANDALLBARRICCES5 BEEDUWPEDW"H HINGL'.GHTS.WHENWORKISCOMPLETE PP THE ROAD SHALLSE CLEAR OF DEBRISAND TRAFFIC RETURNEDTO NORMAL. •"w'N' va�1 i.INSTALL CONCRETE K-RAIL BARRIER AT MINIMUM I FOOT INSIDE OFTHE WHITE LINE OF LANE TORE CLOSED. (800)852-TOPS 35 4/00/18 1B B.WHREREFLECTNEMARHERSSHALLBEP ONTHETR CNME0 ECONOMKRNLBAMIERATIO'INTERVALS.