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Home My WebLink AboutD07-0005TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNIT� �EVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES DEMO. OF PART/ALL BLDG. Permit # D07-0005 I�� -� 6 ct �' Project # ?? '7�S d� -- a `�� ? Job Address: 74 WILLOW RD VAIL Location.......: THE WILLOWS CONDOS Parcel No....: 210108219002 OWNER WILLOWS CONDOMINIUM ASSOC 05/16/2007 74 WILLOW RD VAIL CO 81657 APPLICANT R.A. NELSON & ASSOCIATES, IN05/16/2007 PO DRAWER 5400 AVON Colorado 81620 License: 170-A CONTRACTOR R.A. NELSON & ASSOCIATES, IN05/16/2007 PO DRAWER 5400 AVON Colorado 81620 License: 170-A Status . . . : ISSUED Applied .. . : OS/16/2007 Issued . . . : OS/31/2007 Expires.....: 11 /27/2007 Phone: 970-949-5152 Phone: 970-949-5152 Desciption: THE WILLOWS REDEVELOPMENT-DEMO EXISTING STRUCTURE, SHORING, EXCAVATION AND DE-WATERING Occupancy: Type Construction: Valuation: $176,526.00 Revision Valuation: ?? Total Sq Ft Added: 0 +**►�+*wer**s*r�***+++*►��*****+�«*+*�**r**rr�r»+�**s*+****s►**a*• FEE S UMMARY �***t****s�++*x**r**►*«��**�s***►�e**►�►****�*�►**�►**�+�rr* Building------> $ i, 4 z 4. 95 Restuarant Plan Review--> $ o. o o Total Calculated Fees--> $ 2, 3 54 . 17 Plan Check---> $ 92 6. 2 z Recreation Fee--------------> $ o. o o Additional Fees----------> $ o. o 0 Investigation-> $ o. o o TOTAL FEES-------------> $ 2, 3 54 . 1 � Total Permit Fee---------> $ 2, 3 54 . 1 � Will Call-----> $ 3. 0 0 Payments-------------------> $ z, 3 54 . 17 BALANCE DUE---------> $ 0. 0 0 *****�**��*�*******��**�*r***�s*t**�***�:*►*�********+*+*********.*s**r****************�*+*****��a+***+s*s*r►********a»****s****�►+��*s*►**+*s*�s. Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2007 cgunion Action: AP Item: 05400 PLANNING DEPARTMENT 05/29/2007 George #4460088933 Item: 05600 FIRE DEPARTMENT 05/21/2007 McGee Action: AP Letter of Credit Action: DN Submittal fails to provide adequate logisti� information for,review. 05/29/2007 McGee Action: AP Existing gas service must be terminated at the main if not intended to be used for redevelopment. Item: 05500 PUBLIC WORKS 05/29/2007 tek Action: DN Contractor needs to provide the following: 1. Engineering analysis of ground dewatering, with regard to settlement of adjacent buildings 2. Actual cross sections along Vail Rd. showing temp. soil nails will miss existing utilities. 3. Narrative of how Vail Rd. will be supported during the Demolition of the back garage wall. Will the shoring be in place prior? 05/29/2007 ls Action: DN Staging plan is approved but still denied until Civil's is approved. 05/30/2007 tek Action: AP Approved with the condition that all vertical elements of temporary shoring are removed from the ROW prior to occupancy. *..�...��.�.��*+�..��**.*.*.*«�*.**M:*.**.*.�.*.*.*.***.*.*.*,...�.«.�.**��*.�.*��.**........****�........***..*...**..�...*,.....,�.�.�..�+.. See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HO ANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM • 4 PM. _ A �� ,� SIGNATURE OF OWNER OR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: D07-0005 as of OS-31-2007 Status: ISSUED ******************************************************************************************************** Permit Type: Applicant: Job Address Location; Parcel No: DEMO. OF PART/ALL BLDG. R.A. NELSON & ASSOCIATES, INC 970-949-5152 74 WILLOW RD VAIL THE WILLOWS CONDOS 210108219002 Applied To Expire Description: THE WILLOWS REDEVELOPMENT-DEMO EXISTING STRUCTURE, SHORING, EXCAVATION AND DE-WATERING OS/16/2007 Issued: OS/31 /2007 I 1 /27/2007 ******************************************�****Conditions:************************************************ Cond: 38 (BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY. AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK QCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT THE VAIL FIRE DEPARTMENT AT 479-2250. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ****�**************************************+*++++*************+*******++*********�********** TOWN OF VAIL, COLORADO Statement ******************************************+******************+****************************** Statement Number: R070000832 Amount: $2,354.17 05/31/200710:01 AM Payment Method: Check Init: DDG Notation: R. A. Nelson 5000 Permit No: D07-0005 Type: DEMO. OF PART/ALL BLDG. Parcel No: 2101-082-1900-2 Site Address: 74 WILLOW RD VAIL Location: THE WILLOWS CONDOS Total Fees: $2,354.17 This Payment: $2,354.17 Total ALL Pmts: $2,354.17 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 1,424.95 PLAN CHECK FEES 926.22 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- � �' � 75 S. Frontage Rd. Vail, Colorado 81657 neral iail address: ntract �. � o �� n �S APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG �� • O3 �? Project #: Building Permit # S S�ti��'��'I�tJ �1�pe��ca��k� � TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION Town of Vail Reg. No Cont r-7o '�- _ ,. rson � � �'j / - Z04-�- F� COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8� Materials / 7lv � y� �.y cc, vv�J •"` BUILDING: $ ELECTRICAL: $ OTHER: $��0� p,F�,y�� v. PLUMBING: $ MECHANICAL: $ TOTAL: $ -z(o �f'ZG ****�**********************�****************FOR OFFICE USE ONLY*�**********,�*********�*********�**************** T' e of Cans�truciion: _�� t� Rec��v�d: _,..� Occupancy Grou�: Accepted By: ' .. F:\cdev\FORMS\Permits\Building\building_permit_4-04-2007.DOC Page 1 of 14 04/04/2007 _.-,� *. �i��' ��° . 75 S. Frontage Rd. Vail, Colorado 81657 ', General Contractor: rL�- a� r �s6� ��. •� � ° i� �n �S APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG �� , i� J? �? Project #: v Buiiding Permit #:,��>.'�,'"?-�)� 97t►-478�2�4'9.{Irt�pe'�tio j �. . VAIL BUILDING PERM are required for electrical, pl CONTRACTOR INFORMATION Town of Vail Reg. No Cont r�o ' �- ,�,. PLiCATIC?N g, mechanicai, etc.! s:.�? � - 2-04-q- COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials ! 7�0 .� 2� BUILDING: $ ELECTRICAL $ OTHER: $�G� � p�� ,q- v,g-�-�� - PLUMBWG: $ MECHANICAL: $ TOTAL: $ �-� � j'2,�. ***�******�************«***,t,k*************�,�*FOR OFFICE USE ONLY,�******************,�,��**,�*«************�****,�******** Type o�' Con��u�taon � �,��. (� Q�cupancy �Grat�p. �� Ac d By.�_ n� MAY 14 2007 I F:�cdev\FORMS\Permits\Building\buiiding_permit_4-04-200�ooc TOW N OF VAI L I Page 1 of 14 04/04/2007 t � TOwN OF YAIL ' Department of Community Development 75 South Frontage Road Yail, Colorado 81657 970-479-2138 F�4X 970-479-2452 www.vailgov com May 18, 2007 Mr. Mike Cuthbertson R.A. Nelson & Associates, Inc. 51 Eagle Road P.O. Draw 5400 Avon, Colorado 81620 RE: Willows Demolition Permit (D07-0005) Dear Mike, I have completed my review of the plans submitted for the demolition of the Willows Condominiums, located at 74 Willow Road. Upon review of the plans, I have determined that additional information is needed prior to the issuance of the demolition permit. Please address the following information on a revised and resubmitted set of plans: 1. There is an existing evergreen tree located on the extreme northeast corner of the development site that is to remain on the site. Please revise the construction site fencing plan to exclude this tree from within the area confined by the fence. This tree shall be outside the limit of disturbance fence and protected from the negative impacts of development at all times. 2. The notes on Sheet C0003, dated Nov 06, 2006, indicate "...proposed temporary shoring wall (possibly micro piles). To be design build by the shoring contractor. " Please remove said note from all associated plans and verify specific method(s) of shoring. 3. Please revise General Notes 1& 12 as necessary to coordinate with comment #2 above. 4. Please submit a completed Developer Improvement Agreement and the required bond amount to cover the cost of the restoration and revegetation of the development site. The bond shall be in the amount of 125% of the cost of � � RECYCLED PAPER the work to be completed and based upon a bona fide contractor's bid to complete all work in a timely and professional manner. Lastly, when making the required revisions, please ensure that all associated plan sheets are coordinated to communicate the same information. Should you have any questions or concerns, please do not hesitate to call: You can reach me most easily at (970) 479-2145. Sincerely, l�- ��.�.��..� George Ruther, AICP Chief of Planning Town of Vail 2 �� HEPWOR7H-PAWLAK GEOTECHNiCAL Hep«�orth-Pa�vl�ik Geoteclmical, Inc. 50?0 Coun[y Raad li4 Gfenuvod Springs, Colorido 81 G01 Phone: 970-94�-7988 Fa�:970-945-84i4 nmail: hpgeo�hpgec�tech.cum SUBSOIL STiTDY FOR FOUNDATION DESIGN PROPOSED WILLOWS AT VAIL LODGE LOT 8, BLUCK 6, VAIL VILLA,GE FIRST FILING 74 WILLOW ROAD VAIL, COLORADO JOB N0.106 0905 NOVEMBER 20, 200b PREPAR�D FUR: TRIUMPH DEVELOPMENT, LLC ATTN: STEYE VIIZOSTEK 8120 WOODMONT AVENUE, SUiTE 80Q BETHESDA, MARYLAND �0814 Parker 303-841-7119 � Colorado S�rings 719-633-5562 o Silvertliome 970-46$-1989 TABLE OF CONTENTS pURAOSE AND SCOPE OF STUDY ....................... ....................................- 1- ................. PROPOSEDCONSTRUCTI�N .....................................................................................-1 - -- FIELD EXPLOItATI�N ....................... ... .................- 2 - .... .................................................. SUBSURFACECONDITIONS..........-•--• ................................•----..................................- 3 - FOUNDA"I'ION BEARING CONDJTIONS ...........:............ ....................- 4 - ...................... DESIGN RECO1V1IvIENDA"1'IONS .................................................................................- 4 - FOUNDATIONS.........................................................................................................- 4 - FOUNDATION AND RETAINING WALLS ............................................................- 5- FLO�R SLABS .........................- 7 - ...... ........................................................................... UNDERDRAINSYSTEM .......................................................................................... 7 - SITEGRADING ...........-• ............................................................................................- 8 - SURFACEDRAINt1GE .............................................................................................- 8 - LIMITA'I'IONS ...... .....................- 9 - .................................................................... ..........__.... FIGURE 1- LOCATION OF EXPLOR.ATORY BORINGS FIGURE 2- LOGS OF EXPLORATORY BORINGS rIGURE 3- LEGEND AND NOTES FIGURE 4- SWELL-CONSOLIDATION TEST RESULTS FIGURES 5- 7- GRADATION TEST RESULTS TABLE l- SUMMARY OF LABOR.ATORY TES'T RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for the proposed Willows at Vail Lodge ta be ]ocated an Lot 8, Block 6, Vail Village First Filing, 74 WiIlow Road, Vail, Calorado. The project site is shown on Figure l. The purpose qf the study was ta develop recommendations for the foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to Triumph Development, LLC dated October 5, 2006. A ficld explaration program consisting of exploratory borings was conducted to obtain information on the subsurface conditians. Samples of the subsoils obtained during the field exploration were tested in the laboratory ta determine their classificati�n and other engineering characteristics. The results of the fieid exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed buiZding foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and flie subsurFace conditions encountered. PROPOSED CONSTRUCTION The existing Iodge and underground parl:ing structure will be removed and the new WiIlows at Vail Lodge constructed on tl�e site. The locations of the existing and praposed iodges are shown on Figure 1. The propased building will be a 4 story steel'frame structure over �ne level of below grade pazking. The below grade parking will be cast-in- place concrete construction with slab-on-grade gFound floor. Preliminary plans indicate the main floor of tl�e lodge will be at elevafiion 8156.5 feet and the floor of the below grade parking (garage} will be at about eIevation 8146.5 feet. We assume moderate to moderately heavy foundation loads on the arder of 10 to 12 kips per linea� foot for walIs and 50 to 250 kips for isolated columns. Excavation for the building will require cut depths af about 10 to l 4 feet. Job No. 106 0905 G�e�6E'Ch -2- When building location, grading and loading information have been better defined, we sho«ld be notified to re-evaluate lhe recommendations presented in tltis repori and perform additional analyses �.s needed. SITE CONDITION3 Tlie existing building is a 3 story structure over one level of below grade parking. We assume the building, which was probably built in the mid to Iate 1970's, is founded on spread foaiings. We understand the building is in good conditi�n from a faundation view-point with no signs of excessive settlement and building distress reported. The terrain in the area is relatively flat with a strong slope dov►m to ihe northwest. The site has been graded for construction of dte existing buitding including backfill placed around the structure. Elevation difference aeross the site is about l0 feet ranging from abont elevation 8162 to 8152 feet. Vegetation consists of landscape grass and trees. Gore Creek is located about 300 feet northwest of the site. ��n �LOR..�,�ox The feld exploration for the project was conducted on November 9 and 10, 2006. I'our exploratory borings were drilled at the locations shown on Figure 1 to evaluate the ._ subsurface conditions. The borings were advanced with 4 inch diameter continuous ilight augers powered by a truck-mounted CME-�SB driIl rig. The borings were logged by a repr�sentative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a l'/B inch and 2 inch I_D. spoon samplers. 'fhe samplers were driven into the subsoils at varieus deptlis with blows from a 144 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Mefl�od D-1586. The peneiration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken !ob No. 106 0905 , � -3- and the penetration resistance values are shown on ihe Logs of Exploratory $arings, Fi�ure 2. The samples were returned to our laboratory for review by the project engineer and testing. Slotted PVC pipe was installed in the barings to allow monitoring of the groundwater levels. Depths that PVC pipe was installed in the borings are shown on the boring logs, Figure 2. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown an Figure 2. The subsoils encduntered, below aboat 4 to 8'/2 feet of fill and topsoil, consisted of medium dense to dense, slightly silty to silty sand and grave] with cobbles and boulders that extended to the maximum degth drilled of 20 feet. Drilling in the natural coarse granular soils with auger equipment was difficult due ta the cobbles and boulders and drilling refusal was encountered in the deposit. The fill consisted of ioose, clayey silty sand and gravel with cobbles. Boring �t was drilled in an existin� pavement ares and encountered asphalt and base course over tlie fill. Laboratory testing performed on samples obtained from the borings included natural rnoisture content and density, gradation analyses and Atterberg limits. Results �f swel l- consolidation testing performed on a relatively undisturbed drive sample of the topsoil, __ .,..— presented on Figure �, indicate moderate compressibility under conditians of loading and � wetting. Resttlts of gradation analyses performed on small diazneter drive samples (minus 1%2 inch fraction) of the fill and natural granular subsoils are shown on Figures 5 through 7. The Iabnratory testing is summarized in Table 1. Free water was encountered in the borings at the time of drilling and when checked 1 ar more days following drilling at depths from about 9 to 13'/z feet The subsails were typically moist to very moist, becoming wet near and below the free water Ievel. 1ab iVo. 1Q6 Q90� � -�- FOUNDATION BEARING CONDTITONS The natural sand and gravel soils possess moderate bearing capacity and reIatively low settlement potential. 5pread foo'tin�s bearing on these soils appear feasible for foundation support of the building. Dewatering of the building excavation to betow the Footing bearing levei wi1l probably be required in some areas, especially during spring runoffi: Driven stee[ H-piles may be a feasible foundation alternative to spread foatings. The piles should be pmtected frorn damage by a manufactured reinforced driving shoe. Piles driven to refusal should develop their structaral capaciiy. Provided below aze recommendations for spread footings. If recommendations for driven piles are desired, we should be contacted. DESIGN RECOMII�NDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing an the natural granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system. l) Footings placed on the undisturbed natural granular soils should be designed for an allowable bearing pressure of 4,000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be up #o about 1 inch and essentially occur during construction. 2) The footings should have a nunimum width of 18 inches for continuaus walls and 2 feet for isolated pads. 3) Exterior footings and footings beneatl� unheated areas should be provided with adequate sail cover above their bearing elevetion far frast protection. Job No. 106 0905 � -5- Placement of foundations ei least 48 inches below exterior grade is typically used in this area. �}} Continuous foundation walIs should be wel] reinforced top and bottom to span ]oca! anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) All existing fcll, debris, topsoil and any loose or disturbed soils shouId be removed and the Footing bearing leveI extended down ta the undisturbed natural sand and gravel soiIs. Dewatering and localized stabilization of wet subgrade soils may be needed. The dewatering can probably be done by trenches pIaced outside the footing areas and sloped to gravity outlet or a sump where the water can be pumped. After the dewatering, subexcavation of soft soils and replacement with coarse gravel soils may be needed. 6) Boulders could be encountered in the excavation. Boulders or large cobbles encountered near foundation bearing elevation shouid be carefully removed to prevent disturbance of the bearing soils. Voids below foundation bearing level from boulder removal should be backfilled with lean concrete or compacted gravel sails. 7) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing condipons. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures whieh are laterally supported and can be expected to nndergo only a slight amount of deflection should be designed for a lateral earth pressure computed on flie basis of an eguivalent fluid unit weight of at least 50 pcf for backfill consisting of the on-site granulaz soils. Cantilevered retaining structures which are separate from #he builciing and can be expected to deflect sufficiently to mobiiize tl�e full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid �tnit weight of at least 45 pcf for Jab No. 106 0905 �h � backfill consisting of the on-site granular soils. The wall backfill should noi contain debris, topsoil or oversized rocks. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment, and snaw storage. The pressures recommended above assume drained conditions behind the walls and a horizontal bacicfilI surface. The buildup of water behind a wall or an upward slflping backfill surface will increase the lateral pressure imposed on a foundation waIl or retaining structure. An underdrain should be provided to pi•event hydrostatic pressure buildup behi.nd walls. Back-fill sliould be placed in uniforrn lifts and compacted to at least 90% of the maximum standazd Proctor density at a moisture content near optimum. B�ckfill in pavement and walkway areas should be c�mpacted to al least 95% of the maximum standard Proctor density. Care should be taken not to over compact the backfill or use Iarge equipment near the wall, since this could cause excessive lateral pressure on ti�e wall. Some settlement of deep foundatinn wall backfill shouid be expected, even if the material is placed correctly, and couId result in distress to facilities constructed on the backfill. Use o�f a select granular material and increasing compaction t� l 00% standard Proctor density should help to mitigate the settlernent potential. The lateral resistance of foundation or retaining wall footings wiil be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.50. Passive pressure of compacted backfiII against the sides of the foatings can be calculated using an equivalent fluid unit weight of 4Q0 pcf far moist condition and 250 pcf for submerged condition. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety shauld be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. FilI placed against the sides of the footings to resist latera! loads should be a gmnular 1ob No. 106 0905 ' �h -�- material compacted to at teast 95% of the maximum standard Proctor density at a mflisture content near optimwn. FLOOR SLABS The natural on-site granular sorls, exclusive of topsoiI, are suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some differential movement, floor slabs shovtd be separated from a!1 bearing walls and columns with e.cpansion joints wliich a]low unrestrained veriical mavement. Floor slab control joints shouid be used to reduce damage due to shrinkage cracl:ing. Tlie reyuirements for jaint spacing and slab reinforcement should be established by the designer based on experience and t�ie intended slab use. A minimum 6 inch layer of fi•ee-draining gravel should be placed beneath basement level slabs to facilitate drainage. The underslab gravel should connect to the perimeter drain with interior lateral drains. The underslab gravel sliould consist of minus 2 inch aggregate with at leas# 50% retained on the No. 4 sieve and Iess than 2% passing the No. 200 sieve. All fill materials for support of floor slabs shoutd be compacted to at least 95% of ma.Yimum standard Proctor density at a moisture content near optimum. Required f�ll can cansist of the on-site granular soils devoid of debris, topsoil and aversized rocks. UNDERDRAIN SYSTEM Free water was encountered in our borings near assumed building excavation depths and it has been our experience in the area that the grouridwater ]evel can rise during seasonal runoff_ Temporary dewatering of the building excavation and permanent lowering ofthe groundwater level by an underdrain system around and below the building will probably be needed. Trenches piaced outside the footing areas and sloped to sumps where the water can be pumped should be feasible for shallow draw-down. It may be desirable to ineorporate the construction dewatering with the permanent dewatering system discussed below. Job No. 106 0905 �� -S- The cirains should consist of drainpipe piaced in the bottom of the wa�l backfill surrounded above the invert level with free-draining granular materiai. The drains should be placed at each level of excavation and at least 1%2 feet below lowesi adjacent finish �rade and sloped at a minimum l% to a suitable gravity outlet above the flood level of Gore Creek or a sump and pump system. As part of the underdrain system, interior lateral drains oii about 2S to 35 Feet spacing betow the basement slab should also be provided. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, Iess than 50% passing the NQ. � sieve and have a ma2cimum size of 2 inches. The drain grave] backfill shouEd be at least 3 feet deep and extend to abave any seepage ir� the excavation cut face. We should review the underdrain design drawing prior to construction. SITE GRADING Unretained cuts up to about I O to 14 feet deep should be feasible provided the cuts are sloped back to a stable grade, �nd groundwater seepage is not encountered. There is a risk of construction-induced slope ins[ability for the deeper cuts, especially where �raundwater seepage is encountered. For preliminary grading design, temporary cut slopes of 1'/a (horizanttil) to 1{verticaI) can be assumed. Flatter slopes may be needed in areas where seepage is encountered. F'or areas where tl�e slopes cannoE 6e laid back to a stable grade, temporary shoring of the cut slopes such as by soil nailing or should be done. The shoring should be designed and installefl by an engineer/cQntractor with experienae in the area. We sl�ould review the grading and sharing plan prior to � � construction. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at aIl times after the building has been co�pleted: 1} lnundation of the foundation excavations and underslab areas sliould be avoided during construction. 2) Exterior backfill sl�ould be adjusted to near optimum moisture and compacted io at least 95% of the maximum standard Proctor density in ]ob No. IDG 0905 C-�� -9- pavement and slab areas and to at Least 90% ofthe maximum standard Proctor density in Jandscape areas. 3) The ground surface surrounding the exterior of the building should be sIoped to drain away from the faundation in aIl directions. We recommend a minimum slope of 6 inches in the first l 0 feet in unpaved areas and a minimum slope of 2'/= incl�es in the first 10 feet in paved are�s. Free-draining wall bacl:fil] should be cagped witli at least 2 feet of the on- site finer graded soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all bacl.fill. LIlVIITATiONS 1'his study l�as been conducted in accordance with generally accegted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report aze based upon the data obtained fram the exploratory borings drilled at the locations indicated on Figure l, the proposed type of construction and our experience in the azea. Our services do not include determining the presence, prevention or possibiliiy of mold or other biological contaminants (MOBC) developing in the future. Ifthe ctient is concemed about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface canditions identified at the exploratary borings and variations in the subsurface .� - � conditions may not become evident until excavatian is performed. If conditions encountered during construction appear different from those clescribed in this reporl, we should be notified so that re-evaivation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information_ As the project evolves, we should provide continued consultation and field services during construcrion to review and monitor tlie implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design 1ob No. I Ob 0905 � -IO- changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a repi�esentative of ihe geotechnical engmeer. RespectFully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. David f1. Young, P.E. Reviewed by: Steven L. Fawlak, P.E. DAY/vad cc: Alpine Engineering — Attn: Jasan Cowles R. A. Nelson and Associates — Attn: Tim Carpenter Jab No. 106 090i �h _ —_----__ ;��R°�rROwU � . �1'� �'�� --------= =-- '�SJ r' �-�,r--------------___ '-� ��,____ y_ / j� � .r�o�^--��8b.. � ��---� —�� ---'� i % i�` - �"_�j$r� + 1 � �..e1'�� __..�.i i /� .t� ' �� , , _ r — _ ..,+.�`_ .i`"` `s _, 1r �� BORING 2 � 4� �� , ,� � �,�� , 4 � L� ) ► / � ! ! ! ! � �J PROPOS6d POOL r� _ � ' � � � �J 1 ? Ex�rua euunuso Fooir�aKr (QASHED) � APPSOXlMA7E SCALE i•=aa ' ,r; � r . � B(�RING 3 ` � � � P—�� 1`-; r_ � �� - _ __ -��• -- _�_� - _�� _ ��— � � ` t ^ ~ ex+snr�a ewi.oiNO ' FOOIPRINr ��m� PROPOSFA BIIIIDING FUOTPRIIYf (6IXJ� � 74 WlLLOWliOAD 1 { ,+. �� = ---�.__ �- r yqlLi.OW ROAD f� �'�.W.i �^ � r � ` n,� �- � ,� \ �� o `, �"'°�'W 1 � � � � � �1 , ` � � 1 1 1 1' 1 1 ,1 I ' \ �� ` , � , V � BO NG41� �/ � � / � --} /"� 106 0905 C��~CP s@C�'1 I LOCATION OF EXPLORATORY BORINGS � F{GURE i BOHING 1 BORING 2 BORING 3 BURING 4 ELE1/.� 8155' ELEV.= Bt57' ELEV.= 8'159.5' ELEV.= 8153' 8160 8180 8155 8150 r� _ O 8145 F, 0' tt1 = w s�ao 8135 8130 1. 1'1� PROPaSED MA1N R.00fl ��- = 8166.5 4l12 / 4/12 8155 7l12 WCa24.3 r��p '' 5/12 ��ai� 8150 19/t2 • 27J12 : �c-�a�oe � ooR , a, � �i � �=e�as.s '� wc=e.e - � 0,3 �s +4=35 4 • 34/12 = -2D0=i2 Z : ' 8145 p e�i2 = wc=11.0 • , : 'p +4=34 . r 5Q/3�10/0 3 'd Q _ :•. -200=18 — . _ — . � � o. - • • �,ioro •• w a .� •• 66/11,10/0 — za�2 � 8140 +<=so a -200=8 42/12 WC=21.2 t4=4 ' '�a� P�gNP 8135 26/12 . ": 8130 Note: F.xpfanallon af symbols Ls shoeun on Figure 3. �H()�I'�gCj'y LOGS OF EXPLORATORY BORlNGS FIGURE 2 LEGEND: � ASPHALT PAVEMENT; consisting of 4 inches af asphalt over 6 inches of road base. Encountered in Boring 4 oNy. �FILL; manplaced, clayey silty sand and gravel with cobbles, possible boulders, loose, moist to very moEst, dark brown. � TOPSOIL; nrganfc, very sandy sift and clay, with scat#ered gravel, stiff, very moist, dark brown. °� SAND AND GRAVEL (SM-GM); with cobbles and boulders, slightly silty to silty, medium dense to dense, moist ta very moist, becoming wet near and below free water level, brown, rodcs are primarily subraunded. � � Relatively undisturbed drtve sample; 2-inch I.D. Califomia liner sample. Dtive sample; standard penetration test (SP�, 1 3/8 inch I.D. splft spoon sample, ASTM 0-1586. ��,�2 Drive sample biow count; fndicates that 7 blows of i40 pound hammer fall(ng 30 inches were required to drive the Callfornia or SPT sampler 12 inches. —s Cave depth following drflling. 0,4 Groundwater level measured in the boring and number of days following drilling mgasurement was made. � �� Practical drilling refusal. lnd(cates 1�-inch diameter slotted PVC pipe instelled in the boring. NOTES: 1, Exploratory borings were drlllad on IVovember 9 and 10, 2006 with 4inch diameter contlnuous fiight power auger. 2. Locations af expioratory I�rings were measured approximately by pacing from features shatim on the site plan provided. 3. Elsvations of exploratory borings were obtained by lnterpolatfon between contou�s shown on the site plan provided. 4. The exploratory boring locations and eleva�ons should be consldered eccurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approxtmate boundarfes between material iypes and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the condltfons Indicat�. Fluctuations in water level may occur with time. 7. LaboratoryTesting Results: WC = Water Content ( 96 ) �b = Dry Density ( pcf } +4 = Percent retained an the No. 4 sieve -200 = Percent passfng No. 200 sieve 1 os osas � C�tech LL = Liquid L1mit ( 96 } PI = Plastfdty lndex ( 96 } NP = Nonplastic LEGEND AND NOTES � FIGURE 3 �� = � = �� ._._ --- � �- r....._. ^�I I�� 1�� I�� i� i r� ��y �-�� .I�� N �� r � � � �� r..�.� �.... �� ,�.� �� .�..� .� ..� ��. �� .�....� � �C � �� .,.��.�.....��„� ��.C��.. �, .�..�..�.w ��... .....�. � ��G�� r�� +�� r L� �r Y.� M: �.:r � � �.� �� w .�� .��f� =; � � �� ,,�� _� rr��s �� w � `� ��r� ��r�� w� � rw�� n�+ �� i � :rr�� ~ �� CJ �� r..... � �� .��CC•�"'�.��C� ��'��CCC�"�:�,G��C� ��-��5� ._._._.__� �.��-�� ° �� ..��_ �� ..__�._=� _,._._.. � 5 "� �.�.... ._....� �C� � C �'r" �.....� � �.�..��, � �"� �.._.�G,�.�. �, .�.�� .:�`��G�., ^ �� r� �' �� r�Y+r� HEPWQRTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 ]ob No. 106 0868 SUMMARY �F LABORATORY TEST RESUI.TS SAMPLE LOCATiON NqTIJRAL roqTURqI. GRADAlION PFR� AT1'ER�RG LIMITS UNCONFINED DEPTH MOISNRE DRY �py�� Sp,�p pp$gING LIQUID PLASTIC COMPRE55IVE SOIL OR BORING (fe�} �p�ryT DENSITY �� N0.2�0 LIMIf INDEX STRENGi'H BEDRaCK 7YPE SIEVE ft % 4b 56 P 1 3 24.3 102 Very Sandy Silt and Clay to soil 15 50 42 8 Itght y ilty Sand and Gravel 2 11 11.0 34 48 18 Silty Sand and Gravel 3 2 and 5 q.� 39 41 20 32 10 layey ilty Sa and (combined? Gravet (fill) 4 5 6.8 35 53 I2 Silty Sand and Gravel 15 21.2 4 58 38 NP Silty Sand with Gravel _ _ _ _ !� - ` ," wan�or"n � I ols-vom _ � �w.+ca��i:� uP --" - — _ VA �a � 3 � .��. _. __ - - _ — nwc ununES . w . - . . . _ � . -- . o�«m ro cwi .. �- - - �w.°- �.o�c.m�� _ _ _ _ - -- _� _- - - . �" ,o. f . ., _ _ � . ..` �----, `\ . --' . .,�.,4 snnu na. cna ecn i�k JflB flIVA qIOGE TI I..I' Ponc consmucnoH ip �L --- i��-,:m�i o�i i i ��a:J � � I � � 1� ,..ra I � � . %- � � .L �___ L, I I -� i o i � = ��1 ��.��; / � I / ' � � a�� i i l�,t i Y? � I .'.{;:._��'i-� I . ' RIVA RIDGE j ..4�UT�"� � i I �f �v�onu.v�i°c I I m.nm. - I � I � 1�, ; cqNmncrar sHnu HorENtlROACq UPdI Ofl�M5Nfl0 ftIVA PIOCE'$IjUIM: ROPERtt OVflING CON57FU§P.4�"�' � � � , \ . . �I'. �.�.m ts�p� F . � �,' �j . � L r� � � Ew _ r_ i_______ I I a I L �' I I r-1 i �� i o i � mn_L_ � ArL �__ r---� r---� 1 I I I 1 I I m I I e 1 I o 1 � n�u 1; I I I I L n�a.� J w�mu w,raoxwJ (m�ru. ac sm�aw.�� sz i - i .. . - --- \�_��r- � ° � r��-�--�� i i �.LS>l� � �___: i_ � __L____t� � r --i I �( I 1 la� -'-J I i.uJ ° I I I 1 � � 1 1 � I I I � I _- I ..:cv-�+:aci I I �c:....... .; � I i i �__�"�,n __� L'__�_"�!___J � r -_ ,m'�o—� � � � I II I � a � I a II e I � f I �r (. � r�avl � � L^�11��"2� � IE ____ __•� •,•;,�Q� � / .� i1�� ,�`-,',,.� �-= � j�L _ _ �u �.—.----- \ r�� I � � `" �' �_ � iiqw�'n�',�_..� � � I "'—S � "� I •'�' WILLOW RCSA�,� • � `" y� , F�,� , . s� w°NC.LL c� : ' 1 � .:1�= �—°E—�— = —EF.—a— tt—,� � - _ �. . THIS PLAN IS NOT FOR STRUCTURAL � `�'�� ,°,',,t�„o,,,�„,„�n� TRIUMPH INFORMATION. REFER TO STRUCTURAL °""""""' ""° °'"°"` '"` " .��°"° `� °� "� DEVELODMENT PLANS FOR S7RUCTURAL INFORMATION. �� p��°��"*"� �°�'�'""'�'"°�""�°�� ,�„ _ ,O� uFxo•nm �ro eesoerocsisH �qp �: �,�, x �.� � ,� � �. � �m ,�� k.. � � ,°m. ��.,,.,.� , ., . � � �o ��, w ,�� m �a. �: o �. TM a� n� � � l �. ��,m �,� ,� �� -�ST„ � �.��°4.�n"�,"',�,i"� imcu.�.°� ��"p`�u�m""Mn��=°:�':"�o"� � .._ . . .,, .. w. ww. w�,w�,w� � mE .w m`. o �.� aE ��w,�m w 5,� �� ww�ono �o�wn.«. �+�c w� � ��s� �.�n P r �r . n - iw0e.. �ao im ua�an,s w. � nea.r�n. µr � uvP°�°'wnsm�n w°�w TMe w��,�TM. . . . , oma-� a. ��o w��. ..� w� Wm� e.�+,� � �c �w„m wn � owm,c:� « wwrs ,o . �uog rwvutrrs ENGINEERING WC �^�^o--��TP^ _ Y �..'� 5 vam�s (� o iu�jmwm u¢ xEewan ro� x�siwm uro uurruxm �r.ui '��',j,$y il m .. ��5�- r°i 1 ('� . x.;, — Mmu mwmc uur. num m miuc��n�i vur�s ran �u rowo�nux ARCMIiECNftE. I, r 71 _- _ - PIANNING, 'f . 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Y,.�„o �� µ..�,n�. �,� �� F+j a° c°� i� i PLACE ��`��mu� � a a= j � j - . 6TOfiMWA7ER MlWACC�l�AENfT BCOUENCMJd � n� � � e I ..s � �'iurnn s� Mnu cnwnw�on+c[s (� sv fwte, n�swa�n cwsmucnw .� L___Riaroi___ i 1 �•: Z� � �S �7.. . r-� nw �� i ��}�.. _ i,_5* �� cwamum s� w�� c Mc xs a�ms ^v� �� s caismucnaa � � Ch o°-� «�.ci f..i °.��.�'�" ��' uu/ x�u�� .�� :r:A . mwP m muw . oR o+�w .ewnm,.+�s wm, ors�o�s' �is n e.°p. RQ„�A�.: I'� i>'" �,<._ v1 cu u ok -� n � � � �' I�. � grniwr caxma o�+¢s Uc euer vnorzrnw) us aw nxu m/axc vwi ^L r--- i �, r n.� - - i i.� ° i ..�-�'-� � �o� �. �as _ I I � I rr�7 � ' ' I ,..._ . I � I �` i.o_', .., _ \at. �:,. ...�..., . _ _ ., � o �� o� ouinr�e rcanrvr .._.. ..._eF m'-� " ro� i xz _,,�T�.'.,�" �. . ' �.rT�'d'v^ .4 �.�a i � 1 � t 1 ��. , ` tz -S t �' � r � ' _ _..,..m� I Yk 4)T�:'-�v . 1 1� � Z �`V �� I � 1 F��R � � '�:t f�' 'I'. :�j 1 ;.S �� °e�.m.�om I I I___ i _pr'i 1_ � 1 � .F S 'i� '��cw.�m.e...ia.-n I e I 1 n I f_ �v—J �`,.t. 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MS MITIAl GRAOMG PLAN IS SCHEMATIC IN NANRE NJO REPRESEN75 ONE POS9BLE OPTON FOR " II ' �` �...� � -_ INFORMATI�N. REFER TO STRUCTURAL E%CAVAiIIXJ Af$ 910PoNG. 1HE CONiRACTOR IS RESPON9BLE FOR DEVISING AND ElAPLOYING -'- -�- . C E IIAIE 0 AGE, OEWAIERING. SEDIIAf7iT � V E L O P M E WHSIRUCTION PLAN WF'1 N N1LL PROND FOR MEQ SRFEfY, RNN " `� PLANS FOR STRUCTURAL INFORMATiON CONiRQL, QJ4IRONMENT/� PRECAU710N5, PROTELIION OF DfI571NG U711J71ES, PROlECT10N OF d I J„ 5�_ ... . t.._•� ' "" IANSTAmLL�JER �BARRIER NEN�YIBORItIG SIRUC7URE5 FROM ..£fTLEAIENT. AND ACCESS TO ROADS --, . . - _ A HAL • � y � o� _-' �-� „ � 2. 7HI5 F41N IS Sf18MEGT TO CNMIGE BASm ON 7XE RECONMENOAilONS OF iHE GcOTECHNICAL �SOR7 DESIGN MN! �MY SHq31NC WALL SYSRL� - _- - �� 1 � 1 O ��EER M70 E%ISi1NG SUBSURFFCE CONDITONS F77XE TIME OF IXCAVA71pN. ArIY GHANGES TO - (POSSBI.Y 71 ACKS OR SqL NAllS). PERm -' _ VjC`'I 7NE IN�71AL EXCAVATON MAY REWIftE THE U c OF SHIXiIHG WpLL(S) OR OTNQi ME45URE5 TO '-� - -- ' _ -- �-.fIN1�E6N51R �N "OF PERAIPNENT REfP1MNG 6�" - _ _ "� '-- � ' - -' - �' �='^°-+� � I�O PqEVMMqqy COMPLETE iNE INITAL IXCAVAPON. A CON7INGENCY PUN FOR SLOPES fLATIQi 7MPN 1:1 AND/OR WALL E OESIGN-BUIID 6V SHIXtIN6 .. � �_ �. �' AD aFPP.Ox. �T]FN SE4rER n1H PRiL 200� `+M�NG SHOUID BE IN PLACE PRIOR TO 7HE COMNENCOAQJT QF WORK. T1E O(CAVATON $Hr1LL � . - %h � � ' -° � " `-' -- - °- -- - - - - iNOi LCC �iEC br :.UF.VEY) COGPLY NITH O.S.H.A FEWLATONS. iH15 PIAN 9iALL. BE ISSU� 70 H.P. C{OIECHNICAL FOR .." ' -- __ CONiRACT6R -BRqCS Ofl SdL NAILS f�RE _ -. �8UED FpR BULL.p�ryp p6jMIT ..- - -REWIRm. CTOR SHALL LOCA3E AND 8165 _. - _ __ . _ _' - _ `-.. " " ��'"._ RENEW PRKKt 10 CONSiRUC11IXJ. . . . .._. _. � POiH NG�UTLIPESAN�STOqy- - 5�' - �-- � - -- ' ' -' . ._'� _ - s�' .� ASSOCIAiES - "' --�.. -DRANJAGEIN VAIL PRIOR TO G`MIS7IFUCApl. . .s '- - . -. . ._. - -- '-" -- �avr�.0 - - �- �' _ - - � �/��.e 3. 7NE GEOIECHNICAL REPORT AODRESSES SPECIFlC GONCEANS ASSOGATED VA1H THE BUILDING I -`� � _ / .- ' �. hN� SHASL'OBi/d61BEVUCABLE � _ -. . .�w�3 tl �� BWY�s3J _ '�w.�3'-e'ars3� -' "_ 9Z `�_ �� ' � � �V� � � IXCAVAlION. OEWAIERING. SUB�FAfNS ANO BACKFlLL 1115 1HE CONIRACTlM�S fl6PON5161LI1Y TD � 1 _ . aor.6 J-,^ .. _ _" '- " +_ � PoBkT-OF-WpY ( FFtqA iHE TOWN.OFVAIt . ...-- -- -° �.._ -_ � ' " .- _ !I � E TO TIE REC011MENDAl10N5 OF TIIS REPORT. (HP-GEDIECH REPORT �AIED NDVEIIBFR 20 . �� -�_ ,_� ,�Y '-� � �_ � „ -°. "� �,9 � __ _'_ - - -- a�EO�.,, '�Z� - -"- ��9, .- �� NO 106 �9p5 SIIBSdL STIIOY Fop Fd1NUA dJ OFap� PROPOC� WLOWS AT V0.L __. - .' . . _ _ � ' -�- . - .- , .' �-- .. - ___ _ . _'_ _ ' - . iGlv�n.e'- S0 - . � _ . _ _ _ ' - �,�' _ - - ...__. _ _... - -' , . 'BID'Myyt." , ' _ _. _ � _ _ ` - �!� .. � �,� . IDw-e�s' 4. FNY WORK. CWJSiRUCIION OR RtADWC+ 011lSiDE OF ME PROPERIY SHPLL BE GOORDINAIED N11H. - -- - � , . � �° n � o I(,� �E - '_ � - _' . - '� � - � � � ' " �- - Bow.m.aT . PROPOSED IEMPIXtARY SHOflIN6 WALL N�D PERM1590N OHTNtED. FRpA iliE MJACENT PROPERTY ONNfR. FNCROACNMENT AGRmAEN75 � �'. '-' - - � _ _ � ; • . . � � - - (POSSIBLV MICRO PILESJ. TO 8E _ � � ��T.� ��.5 � - -,., ��Z� u. -_ �cE OESGN-6UILD BV 910RING CONIFACTIXL TM� �� MAY BE FEWIRW. MIY MVfM IXt CONSiRIICMIN MTII ( 1/1E PROPER7Y TMAT ENGWEERING INC ' � T'�� N EOSIING EASOAQJ75 91/iLL BE COIX7dNAlED M7H iXE OWNER 5 OF RIp175 TO . . . i -. , . . . . ' _ . . . eow.aLi> r�. ,_ "_ � "_ �-` �� Bow2 T ��T � r ..f. �- L- �� - .l _ . STABxREDICONSTRUGMNJ ENIRANRi ME REOUIRFD TO BE WSTALLID ANO MRINTAINFD AT ML �- .�.-� --. ._. _ _I _'.- ' � . _ _ _ _ _ _ _ J � I .., (816283) � _ _ _ _ _ _.r.��..�.,r_. -_ ..,, r - _ 5 ACCESS POINiS (SEE DETPJI). en a�rvn . r.0 vm�-m �_ ._ .. . .. . . .. . ... -- ... .. _ � T � � ONE-SIOm FORM FOUNOA710N �- - .....-- ...:...---- --- �----- ---------- -.. = g� y�p r-� �� -. (814297Z , I ��i 1 � B. iH15 PLAN AS NR INIiAL GRAOMG ONLY� REFQt TO SiR11C7URAL PLFNS Fdt ALl FOUNOA710N ARCHITECTURE, 1 �r�____ � � �� iNF�Arq7. PLANNING, � wnu crsE: aiu�,vaa) � r ras �, � o�� r-1 � k: � _ ��_ �='� �� - '� �'�°'�' �� e�+zso7 -; I e I I[' I ' 7. X��A� pfiSil LL�AS TO BE REMOYED FAOA1 UN�ER /LL FOOlEqS, S1A95, pUWI. SPpCE$, INTERIOR DESIGN - row.�.rc a= (ernso• l�_J � ' ''�-... - w..is � L-� �+aoeJ}I � �� „ San Francisco _ � 1 'y . � * s'/ B. 7HI5 IW71AL IXCAVA710N PIAN OOES NOt PfftECT N!Y GRAOING TIAT NAY � REWIflED TO �ffCe i r -- --1 : � e�'�'u%T : pEMOVE PRENq15LY PIACED FlLL, TOPSOIL OR PNY LOOSE OR MSNRBEO 50115. 625 Market Stree[, 14th �'.: I� BOTNM OF FOOTNG r- � � I� _ _� 31-.�.�: I:; � (TPIGIL. RE SIRUCTIRAL) ' B I ' ' \ ��-i �` � �� °- �� ,�pp .+.nhiE L_'�. I t GF p�l� �V y� , 9. CON7RACTOR SHALL LOCAIE ALL UTILITES AND ORNNRGE SiRUCNflES Pfl10R TO OfCAVATON. M1D San Fran'cista. CA t � 81f20 � r--�l T�S k� I � �- MH 11 II � GRaiE (Il�. L�.47EG GY Yp�� PROIECT iNDA FFtd/ OAM/GE DUPoNG GONSiRUCiION. IF 11E-BAp(5 OR SWL NAILS AfiE REWIPm yq�as CONiFEACTOR SHALL NOT ENCR ACH I�I L- � I � i', I . ,a �y7,5 f: �. �'SUfi ET oue n srio �2v -4i ��-�W �� aL ROAD RIf,HT-OF-NAYS, THE CONIRACTOR $HALL LOCAIE AND TN; 415.392.4433 UPON OR DISNRB RIVA RIDGE �U I' � !� '' I I �' I IqSi7 V: � � � FO7HIXE pUS71NG UilU11E5 AND IX7l�HlAGE STRUC7UqE5 PRIOIi TO WSTRWNG 71E-BFCKS/$pL Fox 415.392.4454 � 1 + . . I saff- � APFP .. FIM 915]_4 NAILS. A REVOCABLE RIGHT-OF-WAY PERAflT SHALL BE OBTMNED BY iHE OWNER. PROPERN DURING CONSTRUC710N ��1 ` r--, r---� � �.j ; � , I . m I ��k: � RPFROx. iNV (,5')-au .S Louisville Office �::..; _1 I B( � � r , � '� �--� � � g�qZ,� � -� ' _ 0.PF'RGY. INV lEx15iING 12�'�-2152.%' 10. IT IS iNE CONIRACTORS RESPONSIBIl1N TO OEIEAMINE THE SUBGRADE ELEVATONS flEWIXED fOR 357 5 M<Caslin Blvd. mw-tx.S L ' I I � I I � I � � �r 1� - �'' Barw? i_ iHE NIIiIAL E%CAVAl10N. CON1RpCTOR SHPi1 REFFR TO SiR11C711RA1 PLM15 ANO liff $uife 200 eco-.ats' i'(BIII.SOJ I � 1gl,n,�) __� �' � y PECONNQi�A710N5 OF 7HE 5045 ENpNFE.R FOR 1XE PROPOSEO AAB ANO GRAYEL 1XICKNE55 FND louis �le. CO 80027 I� L��'9� J �141.5� 1_ __ 39 __ IXCAVA7E 10 llE NECESSARY SU86ftADE FLEVAl10N5 ACCOROINGLY. Tel: 303.449.4433 C �: � 4 • _ ' � Fau: 303 926.5233 W a ' I 41 ir / � 11. SE�IMENT GON7ROL FApL1T6 {NLL N� TO BE PQil001CALLY INSPECIED. REPNRm. AND Avon Office ' y L'�'� „ i / ��. MAMTAINm DUflYM CONSIRUCIIW! TO W91flE 7HAT 1HEY ME FVNCTONINO PROPEALY. ._ . �: I __ (er+awl 5�, '� � 3o w. ee�on�„a.k s�no SC�EF�!%�� =°n`_ ir i rr� .�� = � . '� `d "�h' �Z mm�, co� sis2a f' � r---� f---� r---, r---, I I ' f '' -' PROPOSE➢ PEFiMPNFHT flET ING 73. NP GEOIEqI TO RE4EW $HORING PLAN PPoOFi TO CONSiRUC710N �0 OElETU1UlE SLOPE STABILITV Tel. 970.949.0899 L_ I I I I I I I I F B WALL 70 9E DE51CN-BUIIO Y CONOI710N5. �. , � � r(BIM.00), SHqtRIG CMITRACTOfi. (POS�LY Faz: 970.949.0933 ��_--�_, I a I i o I I o I I a I -- k-- I :I I MICRO PILE WALL SYSiQA) �nrnNC m� �'� � I I I I I I I I - �o � +�. � TME xanu excnvnnaw s�,oae is xcr no� ir is no �wmt aw osNn rn� re• so� nr�o xau �nfo�Reeert�eeign.com � era �erar.�ey L__'_J -� I e I � flEQUIRE �OpTUN�1L AIORING OR A F1AT1kR LAY B�q( SLOVE www.Resart0esign.com TONE/ApM(TYPICAL) I;;�I �L_°H1� L��_J L�e��r.�rJ LL'er.w2J I� I � I I -° � `} ix NP GEOTEtli TO PRONOE GONSINUC7ION RENEW TO MONITOR 1HE pIPLflIQ/TATq! OF 7HE1R �� _ s L___ J � i�� onnans uro m�wFr nur ixe r�cawErm�norvs n�� etfx+ �prreoew�tar PROPOSED ORARY NG �/� WALI. (PO551� ICRO P TO 3 �=� I BOTfOM OF FOOIING �': � V, BE OESIGN-BURD 9Y�G ...' - .�'�.� :. i .I . - I� ". (11PICFl. RE SiRUC1UPAL) - 5� .. � c CONiRAC7CNt. . :DECN . . ��f � .tiY� 1B. Pfl10VAL FOR STORM SEMfR MNI U7tlJN INSTMALLA7IML IF� 7PoNMN6 FOR FlMSlIFD GRNDE OR � - ��: � `? 17. CON7R�CTOR SNALL PRONDE iRAFFlC CON7ROL FOR �EMCIES ENIEAING A!A OO11NG 71� � `y �y CONSiRUC110N 911E FOft 7!@ DURATON OF CONS'IRUC710N qCTN71E5. � ��. T.QS �'S6� QS w.P ' N ,.�� I el I�� ;.�-yf fQ5 • rs 6 1B. MIS PLAN WAS BASm ON A FqMDAlION PLAN PflONDm BY IQlA SIRUCIURAI EH�NEFRS ON O-p / �1 �'. � �" �' BIIIIDING OURINE ; J�INUARY 10, 2007, qFFER TO S1RUC7URAL PLANS FOR ALL fOUNDPTON MlFIXtMAMMI. � miF <.s _�_'��_ / , � F � r-- . --"� . 'a l". ! 19. 7ME Cpl7RACTOfl SHALL �Ag AN EFFECIIVE OE1/AIEPoNG PLAN FIX2 MiM AOEWATE SEDIMEHT O � .� �" r___� _ _' r (ei�l..u'T7 I I � _'. ' O - 1 i�. I��' ._. - i _ -- i . � - 44 �' WILLOW cor+ma uewsuxes Fare car�smuc� a s�mc ,wo tr� Fourwana+. o 0 �� I.� J.. _ ... .� 20. SHORING CUNSiRUC1ED W1hNH TIE PoGXT-OF-WAY Mr1Y NOT XA�E �fiY VIIt71C�1 OiMQ175 PE x � - U L O � .�...._-..- � � ; � � ° � r�-0. � =� =°-� � � � i � ` � i PLACE P��. r . � 3 _. T : a,s. o yi�'�_; I��I LL614i.OZj I �---' �_ I r--I- -t� � a r� .+_. r� ^�o �;, . �.�� I I T T I L J I I I -�0 8TOW�AWATH•i MANAGiEMEK� 9EOUENCINC� � ��I rrornsz7' I �a - I I E:`� I � .�,�� N� � e��, .o,.m+-s.� � r; I I I I �. 1 I � � .- :.:.�. � .... ,r� �' � mw.s�.s .. 1. INSTr1LL PERIMEIIIi SEOMIENT CON7Rq. OENCFS QE SILT FENCE. STABRRm CONSiRUCTON R�Vi� f��CaE f. I ;#� s> �.bn wm.wces) ns rm n� rcunn� cRnomc wJw. � 'I I o 1 I � � I I , � I L_--�e��arl ,,,,`' �„�1 �:.: I 1 I � .; . - - � �n,t i� t - 2�C�N INITAL GRAOING. FOUNDAi1G1 IXCAVRTipI. AND SNORING CONSIPUCPOK � ' L _ � _ J � w t�. � ' f-. {a'. I f P } � . CONSIRUCT $TABRIZm SOUTH , I I �_ ._. �� I I L::�. �.__ W I �� I�� pw.yyq CdI57RUC110N ENTRRNCE 3. WNS7qUCT SEOIYENT SETRING BASINS MA SUMP PIlS � JI I I I I � E I /yy � w . , ewr.n.c (sff oera�) PROPOSED 7EAIPORARV 9/0RklG I`� I I I L_ _(BIJfl/TJ __ J TfW OF FOOiINC r.,_ ` I 2*' �'. �.� !. IF PUMPED RUNOFF FftOM gTIL1NG BASIN IS SfDIMENT LAOEN WCRFA� SFI'7IlNG BASRi SIZF. pN0 qt wnu (rome�r u�+o Pi�sl. ro .w.me. I'' I L---- f�u�7 --- J (rnicu. rse s�muciuRA�) I � �,-i �� -..= cxhx wMP asa+nRC£ nu�oud/ swr Fwce aa oniv� nrrur+ma,wc¢s unm asw,vicE is a�w. Re��s�o�s: BE OE9p!-&IRO BY SMOPoNG a�1» ��.; � � r .,�, ,� � � .. 11-17-06 PEC SUBMITiAL CON7RA�ipp. �,�' � � I,.j� � , . " B�s�sp � 5. BEdN BIIIIDING M!D UTLITV CONSIRUCTION. 12-20-Ofi IXiB SUBMITTAI � � 3] � L.7 � ] �� - � 01-16-07 PRICINC ��' F` JB T.¢S � 1 '� �Ls�, . 8. INSTALl REMNNING SmWENT CONiROL OENCES (IE INLEI' PROlEC110l1) AS PfR FlNAL CRADMlG GUN. �� 39 q � �� . � 02-07-0� FlNAL �RB er, �� I� r--- eru �.1 �-,r � a, �. �,�� y� 02-20-07 BOR PPoCING 1 �d. �LQS r----1 tuw-w.0 02-26-07 qVIL SUBMITTAL � � ��' LSa�t57 I I �---�r---� I I�,,,T �� I �; '( B�� e. �uo� sEa�r wr�mas 03-20-07 BOR CD SET . �� I�.:. I II I I e I I �.i -P� N 2' 04-OS-07 TOV RESPONSE ' RkY _ L .. �� I I I �,}".�-" ' 04-11-07 BUILDING PERMIT ..__.� T o � n 11 o I �/erazss'1 � �� -� -� -� 11�c- aaw.xx y� � CQ� 7RACTOR SHALL NUTE p�;p euz�Y j I I � �I I L___J �� x-�>S S �� t�,�7� •�-��- %-, �.1 � � L(BI41.75� J L LIII.75� � �,5� iorvd.:. �.: ,k�,C {,. IIP�7N [IR f11CTIRR RIVA RID�S4J4 - o' 1 L��b.'�% J 7 S � 1 �{-" . .• '`9 T�' 'T '�' . .��-�- �. � �� ,� \ / i � u;OT G _?�`�- �c,"�CO��I��.., �� .� �� ° - .-= � - �„ ` f ~ �",�� %i� r �ds e �.� E� . .. f: '4 � cs �' � EW ��.,�, ., . N � EkISPNG SEWER •AH F�G: elAt=Et�6 2 \` INV 914U.2� FE � \ e„€',�� , � `�:'� `^� e< "f�i � � t • �' . � -�m � . PROPOSED IEMPORAfiY 410RING W�LL I � � � f T s� r�v +� G CoNSTR 71tl�!" � �, er...ar srs�eu (Passa�r cnnme.Exm) To I ;y. J y a ' � / yi. �� .k �,'�" ,r ,,,,. f� i 41- BE OESIGN-�IILO BY $HOfiING I � � � � r�, � f��, �'' ,o�.c �' PROPOSFD 7EMPORARY 910RING Wrll1 SYSIEM iP0551%Y cormucraR I� � a�, ��. � ' Y"'�o �rnxo P.,.o�. � ' lIE-BACKS OR SOIL NAILSj. TO BE DESIdJ BUIID BY I � � ' ._. d'+rt -� 7 �- BOxwKi �21} 1'.�� SHORING CONiRACT01t IF TE-BAdCS OR $pL NNLS AflE 1.0' SIEF � F I ,r �� ; �:y 2 "� > .T l• �, f�' � R flEOUPiED. CON1RACtOR SMALL LOCATE M!D P0INOLE � ., SE ' sev'm"°°` IN� SHORING e�ss.'� � I �; N EJOSTNG UTIIJ11E5 r1ND STORN ORAINACE IN N1LLOW ROM r-'-1 r---� ' . �-� j".�r .' � , . �s �_ '.iv 7 � 7. . . , ;` ¢ ` s'"C: � .s�uwm.snnrimww SRiUCNRAL iq, �•`� �. Pfl10R TO CdN51RUCTON. Ml0 ONNQt SNAIL OBT�k! 1 I I I le�ezer� �� ! k-1- � 3' _ - i> r?-.y�'- � o,� �•'��« w�4�, e.m cm�� >,„�. ,,,,�,„,„ b _ � :' � J F�' iQi REVOCABIE PoGIIT-0E-WAY PFRIAIT FRpA 1HE T.O.V. ' 1 f . j � v' � e1 � s tel �t% - � E ��J i m , , m , �-- � �, r � f.t v � �s� . p� -� ��,�;,�;� � - IE � � � e��s' � � � �� I� t r-- _,> � 4 � ; �� . ' eurnNC m� ,.w � - � - - : . . . _ , . .t -� _ _ _ � i � � � a k � .�� G �.. ...; ,o:`�.o• ro R�uae (TVwcw) $�;. .. � � � ----- ---1��Y � � e suv� ----- (e��zaz9J . -_J � E,�- �+ " . . � eow�,.v mu.: ,� ff� � � �' su f � :�� r.. r - � r J � '' ' �r �.,.,.. � j `¢ 1 I � ---- - -------� � 4-� r ,r- s� . .,s�. -'� : , � i��,�1 � i � � � i P- I ./ �- �N aov�.z r ' .. I '. i ' �1 � . _ ', . J' '`'i .. . . _T .� �' � I � �� - � I k� � �� I _.Cr � �w � � 4. .xu;,y�-' ?�s"c�a ,x�, �`� Drawing Title: --� `�i�,�S+,., ' I .,� I 0 cns I : } � ' s.a mW.e,.v 4 . � _, ,� - ' � T �- _ , �' wr-�ir � e� I 9ua�J `/ I t�' m�.asr � / °°"'�z°r__ - ! 7C�i,�� - /�e E'q �,/` ' ��,wv INITIAL ` � �F.� ' I �1 L --�izirj - � i ; � - � E•„ .a„== E5 � ��.,. ..�. PLAN ING , . , _ ,_._ _� ��l � . . _ . , �� ,; `�--- r� _ � � , �, � �' � .... se� � ,. � ;� _ « �n 9 Bu'�M2t> � � � . � � W , i� / •. �� a..... _ � I� � ,.s; -.-�.,r - - ! �✓', %� i ° .:�., r � Q � _ � ff ��o.� � w� �"'� � eE / � �°�� Date: NOV. 06, 2006 ,_"� ew e•sz: . , r.�.a c,+' .e' `/� s � . . E �M� "" Fw �V .-._,` fW _ � � e -�"_ ES � Ep>iuic; sFxER M4 on5o �o /.,'.�`f�,i-� � ' � . �?�...� / Project No: 23270.00 ' ��- RIM 815.9' / MSTML .EASEY BARWER '. ��' ��9. e1 �..�„_ + . N a ��+'�+�� . , y � 5 Ew � �5 -_. e�ss. i v aile _ ..�� '�. � sa .r Sz �, nrs CrP wAiC� MaiP�` euv ! a.'S• �a•a�c ,� � ;s _�,_ � / `r � Drawn by JEC ' , '. WILLOW ROA�.s,s.e � � '�- `" " ,e,ss °e'; ES �� , � �� Y, % SNd21NG LEGEND �`-_' p `_� f S "� � m.waRnRr sNaPoNC wqll 5v51EM pos9fi�v cum�E�Exm Checked b JEC, KAK T � ONE-90m FORM FWIID�710N EK� B�� ='.V _- �"` �- '� i a::.. � � ) Y a%' wnu(� smucnrtu) - .i... GVi .�` N / .�,�ye� ,� I+'-•.� ,i` :�� DECK /. 7FAIPORARY FIORING WALL SYS7QA (P05519LY SqL NMLS OR PE-BACKS) $heet: . ` � E�.. - � _._.r. �F ....__ 'cE .._..__ EE --,� Et - EE .ee FE _.__._ EE - EE _._.� .-� , EC EE -i ( � 'T�'s' �.�'. _ ._ . ' . c_ -._.- cF ----. ..__ � � .. -� 3 � � . ��`' //�/ / 1EIAPORARY SNORMG WALL SVS7QA (POSSIBIY MICRO PIlES) �''.y` J e�.u.o��y 'y.-'� w e•�.3� " BVILDIN P��T flETNMNG WAl1 SYSIEM (P054BL� MICRO PILES) erssr er•xa o .�_ .� msas , z1$,.o . .:�' �.� � \ OVERH H�StI \5:� -'. V.. .�..!'�� . / � � n \ : P _ y p '� C 2007 RDA . .,- " ... ., ./� ' � ' � � --, � � � � � � � �. SUBMITTAL ITEM o1� �g�� ,. � �� . � , � �� . � � � � BUILDING MOUNTAIN RESORT COMMUNITIES The WIIIOWS Date: 05/14/20aC� � � Project No: 39-07-00 Page:1 of 1 NO. S02240-1-006 PACKAGE NO: S02240-1 TITLE: Revised Site Logistics Plan REQUIRED START: 05/14/2007 REQUIRED FINISH: 05/18/2007 DRAWING: DAYS HELD: 0 STATUS: NEW DAYS ELAPSED: 3 BIC: TOV DAYS OVERDUE: -4 RECEIVED FROM SENT TO RETURNED BY FORWARDED TO TOV JM TOV JM Revision No. Description / Remarks 001 Staging Permit Attached: Site Logistics plan Tower Crane cut sheet C003 site logistics plan Drawing Received Sent Returned Forwarded StatusSepia�rints Date Held Elapsed 5/11/2007 5/14/2007 NEW 0 0 0 3 p ��oe� MAY 14 2007 TO_F �AIL �'c�� f �'ail = �� , � PY R.A. Nelson 8 Associates, Inc. Rev. Date: Ot/23/07 51 Eagle Road #2 / P.O Drawer 5400 / Avon, Colorado / 81620 / 970.949.5152 / Fax 970.949.4379 Form: f_sb_01m �� a � THE WILLOWS AT VAIL SITE LOGISTICS PLAN Revised May 11, 2007 The Willows at Vail project is a replacement of an existing condominium building with associated underground parking. The existing building contains asbestos that will be removed and legally disposed of prior to building demolition. The new building will consist of 19 condominium units (9 wholly owned, 9 Fractional Fee and 1 employee housing unit) over an underground parking structure.. It is essentially a lot line to lot line building footprint. Shoring will be required on all four sides of the excavation. No on-site parking or staging is available except within the building footprint. Associated off-site improvements include rebuilding Willow Rd. and the replacement of the water main in Willow Rd. All construction parking will be in the parking structures or other approved off-site facilities during the summer. Coordination and the cost of parking will be the responsibility of the subcontractors. RA Nelson will be purchasing parking passes for the use of the subcontractors. During the winter, if availability and/or capacity in the parking structure becomes an issue with the town, RA Nelson will provide offsite parking and operate vans or busses to shuttle workers to and from the jobsite. Temporary office staging will take place initially in front of the existing building along Willow Road until such time as the parking structure is complete when RA Nelson offices will be moved into the parking structure. Subcontractor staging will be assigned inside the parking structure. The construction of the porte cochere will be delayed to allow a staging lane in front of the building off the paved surface of Willow Road. Materials will be unloaded by crane from this staging lane along Willow Rd. Only one truck will be allowed on Willow Rd at any given time with the exception of during concrete pours, a pumper truck and concrete truck will be staged at the same time. Short term truck staging will take place on the Frontage Road. Trucks will be dispatched by radio. Traffic control will be provided as needed. The sequence of construction once the parking structure is built will be from the south to the north breaking on grid line L with materials staging on the deck. The entire building is anticipated to be ready for occupancy in the fall of 2008. Willow Road streetscape improvements are anticipated to be completed in the spring and fall of 2008. Temporary toilets will be flown from floor to floor and flown down for cleaning. Six foot tall screened fencing will be provided at the perimeter. �i �J There is a substantial amount of offsite work that will impact the construction of The Willows at Vail project. This work includes: 1. Vail Plaza Spring 07 Work (Earliest start Apri122, 2007) a. Sidewalk on Vail Rd to East Meadow Drive b. Median in the Frontage Road c. Sidewalk at the Frontage Road from Vail Road to the Crossroads Impacts to The Willows minor in nature: 2. Qwest Vault and Road Crossing at Vail Road Spring 07. Impacts to The Willows may require re-routing deliveries and trucks to Willow Bridge Road. Impacts will be negated if this work is completed at night as desired by The Town of Vail. Four Seasons mass excavation & dewatering. Possible start winter of 07. 5-1/2 month's duration. 70 % will be taken to the Frontage Road. 30% will be taken off via West Meadow road to Vail Road. Impact to The Willows minor in nature mainly increased heavy vehicular traffic. 4. Water Main replacement in West Meadow Drive spring 07. Impact to The Willows minor, increased traffic and congestion. Water main replacement in Vail Road — Fall 07. Impact to The Willows will be significant and will require re-routing Vail Road traffic to Willow Road, making Willow Road two way traffic, and coordinating deliveries and traffic control with the RA Nelson team, the Front Door team, and the water line contractor. Duration 10 weeks between 9/6 — 11/15/07. 6. Heat & Streetscape at Willow Bridge Road. Impact to The Willows should be minor. 7. Siebert Circle completion. Apri122, 2007 through June 23, 2007. Impacts to The Willows minor. 8. Vail Front Door. Construction with associated deliveries anticipated throughout the construction of The Willows. Will require ongoing communication and coordination between RA Nelson and Hyder Construction. Potential impacts to The Willows high. 9. Vail Road regarding. Fall of 07. Impact to The Willows high. Will require closing of Vail Road and a detour of all traffic onto Willow Road. 10. The Lodge Tower renovation is anticipated to be completed in the spring and summer of 07. Will require communication and coordination with RA Nelson, Hyder, and the Lodge Contractor. Impact to The Willows anticipated to be minor. � L� 11. Bell Tower Facelift. Access to be by Vail Road or Willow Road. 8-10 week duration beginning in spring of 2007. Impact to The Willows anticipated to be minor. Communication and coordination will be required. 12. West Forest Road Water Main Replacement. 8-10 week duration beginning in the fall of 2007. Impact to The Willows anticipated to be minor consisting of increased traffic and congestion on Vail Road. RA Nelson will attend the weekly coordination meetings conducted by TOV with the surrounding contractors to coordinate work, traffic control, access, and public safety. r E � � v � 5'-3" 1.6m N� J � o � 0 x ;° r N I I ^ o m � � � „ u � a o ,c L m 3 0 0 � �� o 0 0 o _ < o a � M � x c,� e+a TOWER CRANE 1-partopera6on � 164 h Configuration I �stationary� on adjustable spindle jacks maximum height under hook 145'-8" 144.4m) � a5 n 44.7m 126 h � 38.4m 5 � g016s 2 350 kg ft ' 2.6m 6,4001bs 1900 kg 88 fr I 26.8m 6,6151bs 3 000 kg �....._ ...._a:,�, �-n-�s-_ . . � 4,30016s 1950kg 3,5301bs 1600 kg �' I°� � 0 L L � t O O L � � � z w��av� ca2t�n�, No. of Configumfian Hook Height secfions I N m 1 100 LC -12m 40.7 12.4 2 100 L( -12m 80.1 24.4 3 100 LC -12m 119.4 36.4 4 100 lf - 4m 132.5 40.4 5 100 L( - 4m 145.7 44.4 Other tower combinafions are possible Contact Morrow for additional information. � � � ��1.=�� • ' �' ��I'1.�� • � M r , • ..�+., � !� Configurations ^ � 35'-9" 10.9m � a lop dim6ing tower sec6on o E ' O m .o M ^ �� II • c c� o pE ° '� II � � � d ti � o I� 3 0 '� ._ � � � � � o d '^ o � � S � � — °` -N` i�'1 � O o � p ,r v x " s'y � � M � o o x ' Lower top x � climbing unit ° to base prior to operating crane. Hqdraulic top climbing sec�on ` 29'•3" (8.92m) 10" 0.26m 5' 7„ 1.7m Con�guration II �stationary� on concrete foundation maximum height under hook 141'-5" �43. 1 m) 7'-10" 2.4m q oE T N M ^ 5'-11" 1.8m Con�guration III �rail travelling� maximum height under hook 146'-0" (44.Sm) � o < � � e n n � o � L � �.di ` 3 � � � � E y o c a: � � � o � ° X k w N t i' O a m d 3 3 0 0 o� � = o � o °� �i M J � o� 0 x ,� M � LIEBHERR 100 LC 1/4•pad opemiion � � +• lib tip radius:169'-3" (51.6m) 164 N 50.Om 3,0851bs lib 6p radius:150'-3" (45.8m) � 1400kg 145 ft i 4 3 8601bs li6 6p radius:131'-3" (40.Om) � 1750kg 126 h i 38.4m 1401bs li6 tip mdius:112'-2" (34.Zm) � 2150kg 107 h � 31'bm 95016s li6 6p radius: 93'-2" (18.4m) � 2100kg 68 h i 2 7 82516s 3 550 kg 4'-� z��T�m�rnr� 1.3m Configuration IV �stationary) on concrete footing maximum height under hook 144'-S" �44. 1 m� Other tower combinations are possible. Contact Morrow for additional information. Morrow Equipment Co., L.L.C. IMPORTANT! Please consult operation manual before erecting, operating, servicing and dismantling crane. �_.__ --__ -, � ,-� E N > > ; � � � � F . . , � Configurations �iew E � 4.5m 15'-5" 4.Im front view Base suppod � 16-' 4.9m on concrete footing G side vi� E � ' 4.Sm ' 15'-5" Spindlejack 4�7m frontview � 18'-4" 5.6m on adjustable spindle (screw) jacks � LIEBHERR 1 O O LC No. af [anfigura6on Hook Heights No. of Canfigumfion Hook Heighh No. of Configura6on Hook Heighis serfions II h m sefions III f� m serfions IV h m 1 100 LC 4m 10.2 3.1 1 100 LC 12m 41.0 11.5 1 100 L( 12m 39.7 12.1 2 100 l( 4m 23.3 1.1 2 100 LC 12m 80.4 24.5 2 100 L( 12m 79.1 24.1 3 100 LC 4m 36.4 1 l. l 3 100 LC 12m 119.8 36.5 3 100 LC 12m 118.4 36.1 4 100 LC 4m 49.5 15.1 4 100 L( 4m 132.9 40.5 4 100 lf 4m 131.6 40.1 5 100 LC 4m 62.7 19.1 5 100 l( 4m 146.0 44.5 5 100 LC 4m 144,1 44.1 6 100 LC 4m 75.8 13.1 Other rower combinalions are possible. Conlact Morrow foi additional im 7 100 L( 4m 68.9 17.1 forma�ion. 8 100 LC 4m 1Q2.0 31.1 9 100 LC 4m 115.2 35.1 Central b� side view S.im 15'-5" Powered bogie Track gauge: 14'-9" � 4.5m on rail travelling base lowe� section lower anchor (4x) Reinforced ronaete \ �� Ip, ��, 0 E front view Idler bogie side view E N C � .-------- E � ^ � � Reinforcing steel each way plan view E � � � e _r r � � Reinforcing s�eel � . � . , , each way 10* 100 LC 4m 128.3 39.1 with 100 LC tower 11' 100 LC 4m 141.4 43.1 ` lower top climbing unit to base prior ro opera�ing crane. anchored in reinForceci concrete slab Morrow Equipment Co., L.L.C. r , � � � Radius and Capacities � LIEBHERR 1 O O LC Z-dart line Hook Maximum ft 8 39 46 53 59 66 12 88 98 107 118 126 138 145 164 reach tapatity � m 2.4 11.0 14.0 16.0 I8.0 10.0 22.0 26.8 30.0 32.6 36.0 38.4 42.0 44.1 50.0 164 ft 6,61516s - 96.1 ft Ibs 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,440 5,865 5,225 4,850 4,345 4,100 3,530 SO.Om 3 000 kg - 29.3m kg 3 000 3 000 3 000 3 000 3 000 3 000 3 000 3 000 2 920 1660 2 310 1200 1 910 1860 1600 145 ft 6,615 Ibs - 100.1 fi 16s 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,130 5,470 5,070 4,565 4,300 44.2m 3 000 kg - 30.5m kg 3 000 3 000 3 000 3 000 3 000 3 000 3 000 3 000 3 000 2 780 2 480 2 300 2 010 1 950 126 ft 6,615 Ibs - 102.0 fi 16s 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,260 5,580 5,180 38.4m 3 000 kg - 31.1 m kg 3 000 3 000 3 000 3 000 3 000 3 000 3 000 3 000 3 000 2 840 2 530 2 350 107 fi 6,615 Ibs - 103.7 ft Ibs 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,400 32.6m 3 D00 kg - 31.6m kg 3 000 3 000 3 000 3 000 3 000 3 000 3 000 3 000 3 000 2 900 88 ft 6,615 Ibs - 88.0 N Ibs 6,615 6,615 6,615 6,615 6,615 6,615 6,615 6,615 26.8m 3 000 kg - 16.8m kg 3 000 3 000 3 000 3 000 3 000 3 000 3 000 3 000 z/4-eart line Hook Maximum ft 8 39 46 53 59 bb 72 88 98 107 118 126 138 145 164 �� rea[h tapatity m 2.4 12.0 14.0 16.0 18.0 20.0 12.0 26.8 30.0 32.6 36.0 38.4 42.0 44.2 50.0 164 h 6,615 Ibs-90.5 R 13,230 1bs-50.2 k Ibs 13,230 13,230 13,230 12,565 10,955 9,700 8,665 6,855 5,915 5,400 4,160 4,385 3,900 3,660 3,085 SO.Om 3 000 kg-27.6m 6 000 kg -15.3m kg 6 000 6 000 6 000 5 700 4 970 4 400 3 930 3 110 1710 2 450 1160 1 990 1770 1660 1400 145ft 6,6151bs-94.5fi 13,23011n-52.2ft Ibs 13,230 13,230 13,230 13,160 11,485 10,165 9,105 1,210 6,185 5,690 5,025 4,630 4,125 3,860 44.2m 3 000 kg - 28.8m 6 000 kg -15. 9m kg 6 000 6 000 6 000 5 910 5110 4 610 4 130 3 270 2 B50 2 580 2 280 2 100 1810 1 I50 126 h 6,615 Ibs-96.1 ft 13,230 Ibs-53.1 k Ihs 13,230 13,230 13,230 13,230 11,730 10,385 9,305 1,365 6,435 5,820 5,135 4,140 38.4m 3 000 kg-29.3m 6 000 kg-16.2m kg 6 000 6 000 6 000 6 000 5 320 4110 4120 3 340 2 920 2 640 1330 2 150 101 ft 6,615 Ibs-98.1 ft 13,130 Ibs-54.1 h Ibs 13,230 13,230 13,230 13,230 11,995 10,625 9,500 7,540 6,590 5,950 31.6m 3 000 kg-29.9m 6 000 kg-16.Sm kg 6 D00 6 000 6 000 6 000 5 440 4 810 4 310 3 410 2 990 2100 88 ft 6,615 Ibs-88.0 N 13,230 Ibs-55.8 ft Ibs 13,230 13,230 13,230 13,230 12,435 11,000 9,855 7,825 26.8m 3 000 kg-26.8m 6 000 kg-11.Om kg 6 000 6 000 6 000 6 000 5 640 4 990 4 410 3 550 13,230 Ibs 6 D00 kg 11,02516s 5 000 kg � 8,82016s � 4 00016s u a 66151bs 0 � 3 000 kg V 4,4101bs 2 000 kg 2,205 Ibs 1000 kg � � � Z/4-part line �- 7 825 Ibs ll u � 3 55 kg �' S, Olbs __ _ _ ____ _ ____ � 11 ll 2 0o kg 4,74 Ibs �- � I 21 ky 3,86016s � 1 00 kg • e. ��rl. 1LAis 4Om B.Om 32.Om 16.Om 18.Om 26.8m �31.bm �38.4m �44.1m �SO.Om Hook radii Morrow Equipment Co., L.L.C. , � � O j N 3 0 a �' 0 L -G .� � 0 L H � O Z � ' � Drive Inforn�ation LIEBHERR Tower �rane n�odel 100 LC Noist speed� and capacities Hoist Unit WiW 220 MY 301 2-part line 25 hp � 18.5 kW) AC hoist unit Gear Capacity Line Speed Capacity Line Speed • 3-step pole-changing motor � up to 6,615 Ibs 17 Fpm up to 3 000 kg 5.3 m/min • Lebus-type rope drum 2 up to 6,615 Ibs 89 fpm up ro 3 000 kg 27 m/min 3 up ro 2,865 Ibs 174 fpm up to 1 300 kg 53 m/min 4-part line � up ro 13,230 Ibs 8.5 fpm up to 6 000 kg 2.6 m/min 2 up to 13,230 Ibs 43 fpm up to 6 000 kg 13 m/min 2P149 4P75 3 up to 6,175 Ibs 89 fpm up to 2 800 kg 27 m/min NOTE! Capacities and line speeds indicafed will vary depending on the amount ot hois� rope ms�aned. inis crane moaei may �e equippea wnn a noisi unu un�e� �� specified in fhe dala above. To verify, check the serial number of the crane and refer to Ihe (iebherr 100 LC Operation Manual for additional information. Motor inforrr�ation Drive Unit Horsepower Kilowatts Speeds Trolley 0.9/2.7/4.0 hp 0.65/2.0/3.0 kW 30/98/197 fpm 9/30/60 m/min Swing 6.7 hp 5.0 kW 0.8 rpm Rail travelling 2 x 4.0 hp 2 x 3.0 kW 0-75 fpm 0 23.0 m/min Power requirerr�ents 480 V— 3-phase — 60 Hz — 55 Amps — 33 kVA Subject to changes without prior notice. For additional information, contact Morrow Equipment. Morrow Equipment Co., L.L.C. Con�ponent List � LIEBHERR 1 O O LC Dimensions Wei ht Com onent Dimension �/e1 ht Component length x widfh x heigh� 9 P length x widrh x heighl 9 Operaror's Cab ��H 6'-2" x 3'-8" x 7'-2" 970 Ibs Jib buR section �� 4�H 38'-8" x 3'-10" x 5'-3" 3,350 Ibs � �� 1 179m x 1. 17m x 1.59m 1 520 kg r �. I-Wk 1.87m x 1. 12m x 2. 18m 440 kg l W Cab access platform �� 5'-6" x 2'-2" x 6'-0" 465 Ibs Jib section � � ��H 38"-4" x 3'-10" x 5'-1 " 2,340 Ibs ��` 1.68m x 0.67m x 1.82m 210 kg � �µ' 1 I.bBm x 1. 17m x 1.54m 1 O60 kg Tower Top ��H 18'-5" x 3'-10" x 5'-2" 1,630 Ibs Jib section 0 � ��H 39'-10" x 3'-10" x 5'-4" 2,380 Ibs � i �� 5.62m x l. l bm x 1.57m 740 kg ^ � � W 1 1.83m x l. 17m x 1.63m 1 080 kg Slewing assembly' � �� 35'-8" x 11'-10" x 7'-9" 13,515 Ibs Jib section � � 4�H 19'-9" x 3'-10" x 5'-0" 795 Ibs i + w=�"` 10.88m x 3.6m x 2.37m b 130 kg T � �j' 6.02m x 1. 17m x 1.53m 360 kg Turntable with support O� ��n 6'-7" x 6'-4" x 5'-3" 5,710 Ibs Jib section � � 4�H 19'-8" x 3'-10" x 4'-11 " 595 Ibs �.� w 2.01m x 1.93m x I.bm 2 590 kg � ` W b.Om x 1.17m x 1.51m 270 kg Counterjib 2 ��N 36'-2" x 5'-b" x 4'-7" 5,800 Ibs Jib tip section � � ��H 13'-8" x 3'-10° x 5'-8" 540 Ibs � i � W 1 I.Om x 1.67m x 1. 39m 2 630 kg � �µ 4. l bm x l. 17m x 172m 245 kg Trolley ,�_ _---� � n 5'-2" x 4'-5" x 2'-b" 420 Ibs Jib assembly 6 000�� 165'-2" x 3'-10" x 5'-8" 11,600 Ibs ,' i�� 1.57m x 1. 34m x 0J7m 190 kg 164 N(SO.Om) 50.35m x 1. 17m x 172m 5 260 kg Hook block U� °l ��„ 2'-11 " x 9" x 3'-2" 330 Ibs Jib assembly ° OOOOO 146'-2" x 3'-10" x 5'-B" 10,825 Ibs ��I �w} 1 p ggm x 0.24m x 0.97m 150 kg 145 k�44.2m) 44.SSm x 1. 17m x 1.72m 4 910 kg Hoist unit 3 ��i ��M 4'-11 " x 4'-b" x 2'-4" 1,445 Ibs Jib assembly 6 OO�O 127'-2 x 3'-10" x 5'-8" 10,075 Ibs 25 hp � 18.5 kW� ��w 1.5 x 1.36m x 0.71 m 655 kg 126 ft (38.4mJ 38.75m x 1. 17m x 1 J2m 4 570 kg Tower section " ��H 14'-0" x 5'-11 " x 6'-3" 2,435 Ibs Jib assembly 6 OOOO 108'-1 " x 3'-10" x 5'-8" 8,245 Ibs (Standard) � W 4.27m x 1. Sm x 1.9m 1 105 kg 107 k(32.6mJ 32.95m x 1. 17m x 1 J2m 3 740 kg Tower section ��N 40'-3" x 5'-11 " x 5'-11 " 6,330 Ibs Jib assembly 6 OO� 89'-1 " x 3'-10" x 5'-8" 7,340 Ibs (�ongJ �" t � w 12.27m x 1.8m x 1.8m 2 870 kg 88 k(26.8m) 27. 15m x 1. 17m x 1 J2m 3 330 kg Climber tower section ��H 14'-0" x 7'-5" x 7'-5" 3,020 Ibs Cross member I g� ��n 21'-10" x 2'-4" x 2'-b" 4,650 Ibs k i-k W 4.27m x 2.26m x 2.26m 1 370 kg � i �`w b.bbm x 0.71 m x OJSm 2 1 10 kg Top climbing unit 5 �\%� ❑IN 29'-3" x 7'-4" x 7'-4" 7,630 Ibs Cross member II ��" 6 bbm� � 78mt x 0.75m 2 3301b� , i w 8.92m x 2.25m x 2.25m 3 460 kg i Counterweight �� 3'-3" x 1'-8" x 7'-10" 5,620 Ibs Central ballast ��H 13'-1 " x 3'-11 " x 1'-b" 11,025 Ibs ` 4.Omx 1.2mx0.46m SOOOk block A u W 0.99m x O.Sm x 2.4m 2 550 kg block 62 t w 9 Counterweight [ d�N 3'-3" x 1'-8" x 6'-3" 4,300 Ibs Central ballast ��H 13'-1 " x 3'-11 " x 9" 5,510 Ibs block B �i W 0.99m z O.Sm x 1.9m 1 950 kg block D2 " i ` w 4.Om x 1.2m x 0.23m 2 500 kg - i r i.r� NOTE: Weights and dimensions are approximate. venty weignrs ana airnena��na �� N�� y. � Includes tower top, pendants, cab, swing motor, slewing ring and slewing ring support. � Indudes counterjib section, hoist unif, pendants and handrails. Dces not indude wire rope. ' Does not include wire rope. ° S�andard �ower section is available with and without climbing lugs. Towers with climbing lugs must be installed in order to top climb crane. 5 Includes tower frame with platforms and handrails, hydraulic unit wi�h ram and support shoes, and ladder. 6 Jib assemblies consist of jib sections, Irolley, trolley drive unit with wire rope, pendan� bars and connecling pins. Morrow Equipment C O M P A N Y, L. L. C. The American home of 3218 Pringle Road SE • P O Box 3306 • Salem, Oregon 97302-0306 USA ��EBHI�RR Tel. 503.585.5721 • Fax. 503.363.1 172 • www.morrowequipment.com T O W E R C R A N E S AHarMa. GA • Chailotle. NC • Chicago, �� • penver, CO • Hondulu, HI • Houston. TX • Los A^9eles� CA ' Las Vegas, NV Mi�lwood, MY • St. Louis, MO • San Frarxisco, CA • Dallas, TX • SeaMle, WA • IVliami, FL • Tampa, FL • Washinc�lon, DC Sydney, Australia • Wellington, New Zealand • Va�cower, BC, Canada • Toronto, ON, Canada • Mexico DF, Mexico MEC - 100LC 0603e Printed in the U.S.A. ��T - - �.��.�. �� ~` � THIS PLAN IS NOT FOR STRUCTURAL "�"'�''101�� TRIUMPH --- .. �� -- y .. � 1. iN15 INI7IFL GRADING Pt,W IS SCHFAIATIC IN NAIURE AND REPRESEH75 ONE POS9BLE OPTON FOR �� '�� - _� INFORMAl10N. REFER TO STRUCTURAL E%CAV�PON AND 410PoNG. TME CON7RACTlM IS RESPON98LE FOR OENSING NN FIAPLOYING A D E V E L D P M E NT CONS1qUC710N RAN MHlpi 'MLL PRON�E FOR r1DEWATE S�FE7Y, DRNNAGE, OEWqIERING �IMEMT �--. --°- ._ --- °` 5'- `�--- - '"TT^LL ,��„ B^�� PLANS FOR STRUCTURAL INFORMATION � B� wNR� MQlTAL PRECAl1110N5, PROTEC7IQY OF DO5IING U1H111E5, PROTELiION OF J �'� c : -� J a ARY SHORING WALL SVSiF)A- .. 6H ' . - � _- � NEldf IN CTUR FR T. I.NO AC ROMS. - -- (POSSIBLY Ap(5 Oft SqL NAILS). TEitm � - - x ^ � � f ' i '�'s+_ ---- ._ FI%t fBN57R DF PERAIANQIT AETIJNING 6� - _ - 1� _ AIL - _ _ _ w��. �«�-�� N� _ - - - - - -"` V _ Ro - CONiRACiBK I -BACKS OR.9dL NAILS ApE _.'- -._ - --- -- --- <_ �_ iaD �ipP1� SEwER n,�H ___ ' ` _a' _ ..._.' _' _ . . �-.., __ �F � I� � O� � IS IS EGT TO 0.5 pN lF1E pECpyNENOAPONS OF TIE f�OIECHNICAL �- qNEEFi qND OOSIING 91BSURF�CONq71pN5 FT TXE 11ME�IXCAVAlION. ANY CHANCES TO - '----- ' -' '' _ ` - 7HE IW71�L O(CAVAlION MAY flE 7lIE USE OF SHORING W 5) OF2 07HER MEASURES TO _ . - - '- _ _-NEOtlIRm. ' CTOR SHALL LOCAff �ND - �815�° _ _ _ '__ ' iNPtL�C lEC . .._ � PO7�HME NG UlILI71E5 N!D 970R1�- " 5 ' . . � � __ ,• •c . 1Hi5 . . - ` j �M - - _ _ _ __ ' ' R �� PLAN SNALL BE ISSUm TO H P GEOlEd7NICAL FOR � -0RMNAGEM! VAIL PRIOR 70 G'ONSifEUCAON, ' .- .- -' �' �- -' ' __ _'- ' _ � -'� � }' _ �.�.� �. COYPILY M1AIW�IBE INS�PU�nPaWNOR TO�THE Cq.ICMENCEMFNT OF Wq2K. 1HE EI(CAVA710N SN .� �. aA70 SHALL�OBTAIN�EVSC�BLE __..3 '- .- - _ _ -- __ _ �-ipranx .-_. _.-- 3- _ � ' " �'_�./ �� ASSOCIA7'ES �aw.n --- ��- - PoGMT-OF-WAY IT FRqA iHE 70MN OF VAIL 2 --" .. . '' - -� ��n.p ��CM�'�Y -. � �� _. - ��`'� � I l l J. 7HE GEOIECHNICAL RFPORT AOORESSES SPECIFlC CONCERNS ASSOqAIED Ni7H 7{{E g�IIDING � .- . _ _ � ,. � _ ,.. .� � . '_ '-�- "'" _.. __. .e.' _ _' "__ - . � -_ � � _ , ew.air -__ -mW-nr--�- r� _, � O(CAVA7IQV, OEWAIEPoNC, S1180RNN5 ANO BAq(FlLL IT IS TXE CIX1IR�CTOR'S FE�ON9BILITY TO _ __._ -._ _ _._ _�. __ __. .. _ _. _ ., '"16e.� - '� �'� - �. � '�� ' "" " . ro • %. `+';. ADHEIiE TO T1E RECONNENDA710N5 OF il�IS REPORT. � BlR-DNO P6iMR � S�E W R.( G � - --- - - - - - , - . - aa,�s� �. - --- - -- _ - _ - _ - _ _ __ _ - - _ _ - / - - : �> _- - _ � - - _ - O O / _ _ ��A� �� F Q o � �� RY . � t _ � � _ ___ " _ - . u:T . .- _. - � � - � _ -- .. ' , _,_ � __ �` L. _ �i � 4. ANV NVRK. CONS7RUC7ION OR GRAOING OU1510E OF 1HE PROPQtTY SHALL BE LOORDINA7ED N17H, � ... �. . • . .. '. � _ �_ vaY OPOSED 7EMPORA AND PEAMISSION 08TAINEO. FROM 7NE ADJACQlT PROPFR7Y ONNER. ENIXiOACMMQIT AGREDAETllS ' " . . . �t. - • , ." � . RY SHOpING WALL - _. �.: �� „.� �' _ ipy,y�y y�#p. -' �.( R BLY MICRO PRFS . TO BE �D/OR EAS�NaTS MAY BE REIXIIflED. ANY NVRK OR CONS7RUC110N lN7HIN TIE PROPERTY 7HAT � ..� _ . � _ . � .� ... � � . , � . � rorrSJ.J _.:.:-I � mr FALLS NITIIN OOSTING EASEMEN75 91�11 BE COORDINAlEO 'MiH 1HE ONNERiS) OF RIpIIS TO � � w a� P059 _-. _. ._._ � �... ..tl � - . 10N"'r � . . eTO°w:�.%'n' eor.x�r i . r.-F._ � �i _ 801�`"°'. _ _ _ �cE niose easeuutris. ENGINEERING INC .,_ _..� � , . ..,_ ._. . .P ._._ __ _ _ J � _ " _ . S C6 ME REOUIRm TO BE WSTAIIID ANO M�JNT/JNm AT ALL yt ' OE9GN BULLD BY SNpRINC CONiRACI[IR. (m.zei7 ��-L . : ,�...: .. ..... ..._. � s st�u coN naa amur .o � ONE-9Dm FORM FWNOA710N -.. •. �. .- . __. . . . ._ -. . . - . , -s I ------ -- 7DS-�`?. : I �� ACCE55 PqN75 (SEE OETAIL). na rr- . ru �a w 1 1____ '___ _____ __ _____________I _� (Bt12&Yj �. � �, � W�1LL(RE: SNCNRAL) . r- B'SfEP �^-� B/45�1 � ! � � _ 'j f.Ri T.0.S ,; � '. �.�'' 8. �5 P IS Fpt INI7IAL GRMINC ONLY, REFER 7p 37qUC7Upp� pVWS Fp2 ALL FIX1N�AliON ARCHITECTURE -- - - - � ._.'=-i � e�u.�3' I a I �' I o J r 1 I:� � � :- _ i artM ne on. p �q,'� a � L,��/.5� �e/�?�J ; I a � I;- � - - 7. TOPSqL AND E%ISIINC FlLL IS TO � qpaO�ED FftOL1 UNOQt �LL FOOlERS, 9.A9S CRANI SPACES, INTERIORNIDESIGN : : ellSCtl � I � �[ . �... H.NDSC�PES ANO FHL APEAS � .) � ----- , L � � �' I T � � � _ San Francisco r .9 �. r --1 � ry yt �- ' B. TIIS IM11AL IXCAVA710N PLAN DOES NOT RffIECT ANY G(iAqNG 1HA7 MAY BE pEWIRm TO ers>:� � I BOTfqA pF FOOIING r- � I �� ' � _ REMOYE PpEy�p�S�Y PLACfD FlLL, TppSqL OR M!Y LOOSE pi DISNRBFD SqlS. OfflCe �- (1YPIGIL RE STRUCNRAL) � t. � - _ 625 Morket Street, 14th '• � � I B I ?.-_ --�. I °ei �. aPpF�1: K�,AiE .. 1.'� GF � TOFcM "' 9� ��T� SHALL LOCAIE ALL UTUTIES AND IXtFINACE SIRUCNRES PMOR TO IXCAVATON, AND Floor CONIRACTOR SHALL NOT ENCR ACH I� g1420 -. OS :� I �-�- PROTECT 1NpA {Rp� DANAGE OUPoNG CONS7RUCTON. IF 71E-BAq(S OR SqL NNlS ARE REq11Rm Son Franc�sco, CA '� UPON OR 0157UR8 RIVA RIDGE U �� I �- � '. I r--a � u� � � ` rn+ rri � eao-rE n+, ��. cca-EC sv saios � � �� I �' '� � �� I �� I t, � = \ � 1F �EV �UE �u Sf GN �� P.) IN 1HE NILLOW ROqp OR VAIL ROAO RlplT-OF-WAYS. iNE CONTRACTOR SMALL LOCAIE AND 5.3 2.4433 PROPERN DURING CONSTRUC710N �� r---� {.� , . �� 4S1 , � PO7HOlE EJOSIING U7111TE5 AND DRRINAGE STRUC7lIRE$ PRIOR TO INSTAWNG TE-BAp(S SpL Tel 41 9 y,� PFPUY. RIM=9I � 6 � Fax 415.392.4454 �{� Louisvil�e Office ,� �:-) -�„T.i r , � � r , � -� �-^ � I e I e � PFFOx. INV (35 ) 815�. ' N�� A�� RIp1T-Oi-WAY PWMIT SNALL BE pgTAMm BY iHE ONNER. � B � � e.l E.-r: � '�'PGY,. INV (E nYC 1� '.8152.1' 10. IT IS 7NE CONiRAClORS FESPONSIBILItt TO DEIIItMINE 1HE AIBGRADE ELEVA710N5 flEWIRFD FOR 35] 5. McCaslin Blve. � � ��[` � eur.w � e � � a � I L i8/4250) J. 4 F� I � lOM�53.0' 711E INItIAL E%CAVA710N. CONIRACTOq SNpLL ppTR 7p STRUCNRAL PLANS RN� iME Suite 200 I�' �� L�91.; L�4/.5� L__ �e� 9ui __ J / �; � �y . ��p RECOMMEN�APONS OF TNE SORS EHGINFER FOR TXE PROPOSED AAB Nq GRAYEL 7{qp(NE55 AND Louisville, CO 80027 �/ � -- E](CAVAIE Tp 7NE NECESSMY AIBCNAOE QEyA710N5 ACCORDINGLY. Tel� 303.449.4433 Y7 ' 4 Fox: 303.926.523J W �[ I 41 - f 11. SEqNENT CON7ROL F�ql1TE5 M1LL N� Tp BE PERIOOICALLY IN�ECiED, RFPNRm. Mq AVO/I �ffiCE �j� ": � f.� i _ L-� ' � uj..; IANNTNNm WflING CONSIRUC710N TO IN9ME 7MAT iHEY AqE Fl1NC110NING VROPERLY. � s � � a 2 N O U g O a' sc� E F.r'1 �n�� p t iBllpPOf � i8I1450') 9' h 12 $IdiINC- W1LC TO BF DESItli-BLUiIf BY fd11R1 RIR 220 �K..` �� - - o _;e�� 30 W. Benthmork Sulte � k� I r---� r---� r---, r---, � � .' i � PROPOSED PERMANFNT RET G 1J. NP CFO7EG51 TO pENEW $Hpq�NG PLAN PRIOR TO CONS7RUCTION TO OE7EAMINE 30PE STABIIItt el.�� 970.949.OB99 �' �-, I I I I I I I I � w,�u m ee o�cr�-eunn L= --. � � � � � � � O � � p � I r B � r(��), 3HOIiING CONTRACTOR. (PO Y ��5. Fox: 970.949.0933 E10571NG iREE A�a � I .I I MICRO PILE WALL SYSIEM TO REMMN (TYPICAL) �'-� I'� � � ��.p�� B��aq� I I I I I k �� 11. IF ME INIIIAL IXCAVATON AOPE IS NET iXFN IT IS NO LONGER AN OSHA 7YPE'B' SdL M!D M1LL �nfo6Resort0esi L___ J g�4� �� L__�_ J � I m I REOUIRE ADDITON/�L SMORING OR A FUTIER LAY BACK SLOPE 9�.com ge. ww.ResortOasign.com ��I I L r_ J L r�'�� J � � ix HP GEOTECH TO PRONpE CONSRi11CTI0N WENEW TO Md/lTq2 TIIE IMPIEMENTATON OF THEJR W � PROPOSFD 7FAIPIXtpRY SHOPoNC I t� I � L___ J pECOMMQ/OAPONS IND TO OFPoF'Y iMAT iHE f1EC0AIMENDAlld15 HAYE BEIII APPROPRIAIELY WqLL (P05519L1' MICRO PILES). TO i�Jl ; �_I � INTEAPREIED. � BE DESIGN-BUM BY SHOPoNG �°: I BOTIOM OF FOO7M6 �N.�, CON7RACTOR. �ECK � �^I � (TYP�CAI., RE SiRIICNR/iL) --5 _. . � 5� �� 18. POR710N5 OF THE IEMPIXtARY SHOPoNG WMl MAY REp11FE 7PoMMING FOR FlNISNE� GRADE OR NE� - Rfl10VAL FOfl STORM SEMfR M10 flryJtt INSTALI.ATON. � _ y��: I:-I I a � � ��4 11 17. CON7RACTOR SNML PRONOE 7RAFFIC CQl71i0L FOR YENICLlS ENIERING ANO EXIMIG 7HE - �� T.O.S CIXiSiRUC710N SIIE FOR 7F£ WRATON OF CdI5IRUCTON AC11N71E5. / �.� H.II ��56 0.S �or�via U O ' I '�S BI/ILOING OURINE • ,& �I UARYNIO.� B f�F'ER 0 91RUC7URAI.PPlANS FOR NL FOUNOr1TI0N IpFORMAiI(X1.N�5 � O� / I'.'; r--'-- .-----, . �', r�.s 19. 7HE CONiRACTtM SHALL DENSE AN EFFEL114E UEWA7QtlN0 PW! FIXt N1T1 AOEWATE SE.DIMFllT � O � O �! �, � �� r---� -�- �' r(BMI.JT) 7 � � CONTROL YEASURES FOR CONSiRUC710N OF SHORING !J!D iXE FWNDA710N. � O � O� I/�� 1 I I � .. I � I _.�" .. I _ _ a I ,. Q�.9 sr5e.o 44 , WILLOW 20. SNORING CONSiRUC1ID M17HIN 7HE WGHT-OF-WA� MAY NOT HAYf ANY VER7ICAL EIE11EN75 (IE x � � U �t� K �' i ai r�-0.-�-=�-� i i P��. , � � � � � i ' ' ' � ,�..� � r , � 3 _ �',•. �:li �i�.�.oL, ��---� �--� r--N----t� I k.. � aon-�:u L/Q�iE � _ �� T I L J I k �i t , �j '�-� �.: I j@»r.a9 � � i=� I I �"� � � �*,.�.� :;, .,� : � " t STORMWATER MANAQEMENT SEOUENCINC� � RIVA RI�CE °"'', � I I a I � '_ wT� � � � � � I T� E x ro.�+r j 1. INSTALL PfAIMEIER SEDIMENT CdlIROL DENCES (IE SILT FFNCE, STABIIliEO Cp157pUC710N � ��.: � L�_�J � '` I I i. I L---ler.maa/ -- '. � �y�P•+'' Bo�rrC ' ENiRMlCES) AS PER TF1E INITAL GRMNG PlMl. SOUTH -1 � i_Y ��, ' %?'�X '�� s Cp�5IRUCT STABILQm 2. �qN INIIIK dtAqNG. FWNDATNk/ DICAV�710N. NID SHORING CANSipUC710N. � I � I I 5� _�_ I J'-4' SRF �? I �-5- � Cbl 3. CONSiRl1CT $EOIMENT SETNNG BASINS AND SLMP Plli m'n-'a.Y SiRIIClION EN7RANCE A eow.w.c PROPOSED 7EAIPORMY SMdi1NG I I I J:r � ��.! -{7 � (Sff oeru�) WALL (POS9B�Y MICRO PR£5j. TO �`AT . I_i' � ��.�' I L__ (BIJeIYJ __ J B npA OF �OpI�G r �� y( . ., � r. 4. IF PUMPm RUNOFF Ffipl SE77INIG BASNI IS SEDIMENT lAOEN WCREASE gT7lp'G 9ASIN 97E, Atq Oq BE DESIGN-BUIID BY SH6RING " FlL7ER WMP OISpIMGE TNRqltll 5lT FENCE OR O1HEA �PPUR7ENANC6 UN71L dSCI1MGE IS camm�croa. �:;I �----� - �---J (T1PIG11.. RE SiRUCNRQ) I �� d �� -, �' a�u+. Re��sior,s: 11-17-Ofi PEC SUBMITfAL I I� I �� ` ��d 12-20-06 DRB SUBMITTAL I �� 36 3� I:._I � , ti; 5. 9EqN BUILDINC AND UTLITY CONSiRULTON. 01-i6-07 PRICING I-��"� 38 }g T.OS A I * 6 � 8. INSTALL RE].IAINING SEOWENT CONTROL OENGES QE INLEf PROIECIIpI) A$ PQt FlNAL QtApHG PLAN. / I' �m r--- BI15. �;�� {� 1 -'Y'- ��.. � 6' 7. STpBqlg g7E D2-20-07 fi0� PRICING L�j -• r , 02-26-07 CIV1L SUBMITTqI �[ ,t1/ � � r---�r---� I I,o1O„`"v I I '� G a. rs�wo� �uar conmas oa-zo-o� sor, co ser ��-� (' ��z�`�� I I I II 1 I m I �� I f i� s�, ; .. �e 04-05-07 TOV RESPONSE C0�J7FiACTOR SHALL NOT E 6ROqCH �. euzir t�� I I o �� m I I �a��z15� I �� I .�L ��.�` �= . �� oa-n-m eu��iNC aeeM�r M� I `1 II I L___J �, 1� UP4N OR DISNRB RIVA PoDGE S6U741".; �sJ�� L�e!�,�q% J L��'�1JL�BIf1.75�J �--- .� �_ �f /�! ,,,,� !; ROPERN DURING CONSTRUF�FlGJ(J `�� e 70S . PROPOSFD 7EMppqARY 410RING W)ALL I-� � � �.� � j.s_ ��Z �� T.F , oeck .;,i 4 J��a 4� A�-� . _ eru.es srsid� oE�sai �iao e��ohiHC �� Q.-� � e/ �� F� a`L'�'i r ��. . \ % � iow=lY.§' rowsV � PROPOSm 7EMPORARY SIIORING WMl SYS7ElA (POS9BlY CONIRACTOR. �� J�� ' F '. _ z. �� S w�-,� Y Y`�o' r��fwai ..� � �.. . a s��T aoww2�> `r. flEW BRED, CON7RACTOR SHALL LOCAIE � POT10lE r___ l r___ I.0' SlEP I� I *�! i "� '... 4' T �: T�, Z i• SNOPoNG CONIR�CTIXL IF 71E-BAd(5 OR Spl NAILS ARE , � � nponNc ro aE nusm I� �,:: � y F :. .�� '° �' � � �� '- , A CON5,1�C1E6 g91W0 SHORING r, � t, � E%ISTNG UINJTES AND STORN DRMNAGE IN MLLOW ROAD 1 ,i- a n �� - u+v.�a am+er�mmw � .r� ,�. (ae:�smucmm��) �. � j�qJ y�. r.a.s rRion m caNSiaucnor'. �wo oxri�rs sHnu oeTaN I I I I ler.zar� '. � k .. ,. .... ."�a �'-+-�;�% 0. ,�. {� � � hra �:s,. r��,� f � REVOCABIE PoGHT-OF-WAY PQWIT FRqA 7{IE T.O.V. � � � f r�lY � me. aea Earm wwm�m. esm fW�a) � � ^ ..��`3.� �'r , .' ._- Brsir ' I a a � - -- ��J i� � . � , > �.�M,.s.. � �� r Y '�'^�. -�.'"-t � ... ousnNC m� . " '- � _ � /erar.�rl I I � I: _. I � �"�_ "J s{ - ssz . ..�..�F .�, _ Fv ` .�: �.�, �i 70 RdINN RVPICRL) �'. I - I ' ________ �` ',B•Slfy- -.. L FLO�J'l � � � I �' 1O1F62V w ` �R _ r ' . � 'r ' i : , _' � ._. - I f .__ �� , .' �' (8i128ii I'�� a'BOM�CI.G s5zz 'fY � � ___ � I 9L � �,. �°``"` ry ` . �'' J, <> . . ` �t � e. � �f. � .r r ._.-r- - -- J:�r---J / ! +_^� _, � � �.R. �� ' , �om � �,.�. m, w. �m �s9 �.�� ' L¢_ _ J I�� / _ _ '___-' v�. "� t�,�,,_sg &r.a / • e v '� � � � � � � � . ,,.. ' 'al°°.Y . , �u.,°r . I ; I I � � .. g . . rr---�.� � . � � �' _r .0 ff � e` � `` I I , I , I . , � � ', � '' � ° °� I r' �� m�.ao• I i� � �\ / �; I m.-xo� rorxo k fi��^�`.�. �� .,i�-� E� '�; y �.'.w o� +' �'° Drawing Titie: _ , �.s ! -�, �L_ �..�„ i�L �,...,r `, __��; �..�� ,�/ �...a,s _ �'.� /�" ,- r�„� �`�w INIIIAL � -�„Z,�r--- E�� .a,sz3 ES x GRADING 1 FW �)_ -� i Qy�. / Z; �rvsr r L � �-_ E- �-[ Z�. - - - _ - - - , � "�� ' .N.. � - - PLAN : ��'� E + .. eor�zir , ��4.a� �V �, � E= � ww,a°'" .�.e!= � � � I m�wr F� Esisnrv�� scN[q inii E`i�d+ FN _^' w�s� -_�.- . ' ! `. �,�!./� � 4` ,_g�-� L r�` w�'. � v , in�=eus.z' `w �E�� Date: NOV. 06, 2006 INV 9tao25' , ^� �"� EW e,sss _. »ss.z �� ., � t / ` � Ft4 ' � ' - /' �"i�� s ��., FF . '__ c:W ' t.� �._ � F%I. IiN(; �F.W'_F MM !3R6C £� � � \'� F � r� INST1ILL .EASEY BPRRIER �� tlY t_ � ES -'�,_ cS RIM E15.' B• /�^�� •// �:s5��\ � Ci� �,vaT[�rE� `.�_ „o._,s�._ :s ��, _ a�v, iNVze�3a" � � �j��`.,'@� .i/ �' �s ..-�. � �r'�s �e� Project No: 23270.00 M�I�J t'W IB'P�.� � r..9,;% �5 ,�"� ES -�� 4� � j "y�. �� - , �� '" $HORING LEGENDx Drown by JEC °" " ' WILLOW ROAD.e e ".~ FW .____� � . `o- ,s„ �--- .. �: � � � e� s� '�m ,�ci� ONE-S�EO FORM FWNDA710N EKJ9�� `,Y _- � " �� _�; @�� IEMPORARr Sl10RING WFLL STSIEM (POSSIBLT CANTLE�FRm) Ch2CkCd by .IEC, KAK EO � 6 WN.L (RE S1fi11CNRAL) �W � i �` \ EE . rE -�-_.. 'cF -••--.-- �� ._.�._ EE -,-- Ec -_ EE --� FE ...-- _ � f�-'��_" c'A �' 9� DECK IE/APOftMY SNIXiING WALL SYS7EA1 (P0598LY SOIL NAlLS OR 71E-BACKS FE - EE ._._..,. :_ T .�._�. �� ._.__.. E� IC� � °+ . �� .. ` ";� / ' � Shee�: , _ �__ - _ ��a 7&APORARY $HORCIG WN1 SYSIEN (POS9B�Y MICRO PIlES) ��:�, �. � .. -__' 1 _ � "- � e, y • + _ OVER PERMANENT RETAIINNG wNl M ( OSSIBLY MICRO PI ) O _ i r� �."_ ersia - ` a,.v„s ' '�� ` BUILDiN ' 1EM P ss. .h- : .:�•..o > ,c ��.i ��.= �I \� H 5]J i. . � . � , � P LES . , _ __ � 3 _ � � -�-� �' ` 9 .. ' .. . CQ 2007 RDA iOWN OF VAIL �'O�'��OF VfI.I,� �r A`PP��CATiON FOR REV�CABLE PERM[T T4 ERECT OR MAINTAIN IMPROVEME�lTS ON A PUBL[C RIGHT-Qf- 1NAY *THIS F�RM CAf�NOT BE REDUCED • (PLEASE TYPE) TYPES C1F IMPROVEMENT5 Fence. Wall '� Landscaping Other /" OWNER OF' PROPERTY 7- 2'� ., ,,,., ��,,� ,_,� � ��, i,is �7 F.�C c�Orr f.v; LL � ADDRESS _�li' s-r� i�.+�r .r i-r' �F.�� n� �r y�r� Q/ Z L� LV�OG171�10�-u r /J- tJ�%= 3 c!i �,� f�JaC% � �✓ �7'F-f ✓S � A- 1^�s7 20E� ! <j- L�GAL DESCRIPTI�N OF PROPERTY TO BE SERVED: LOT � BLOCK C� SUBDlVISION v/-�- �� i {if necessary, attach description�an separate sheet). Comer lot Insic�e lat ✓ DETAIL.ED DESCRIPTION OF STRUCTU}�E �R ITEM{s) INTO RfGHT-OF-WAY: !s � 6�-A-. `�f o 2 i..�G -f- So� G �v/�. G yo.n.� i!/�- � ` 2 _+� Does structure presently�exist? �so � � Proposed date for commencer+zent of construction ;�-v.ti� F i 5, � oc� � ln consideration- of the issuance of a revocable permit for the structure above 9ndicated, app(icant agrees as follows: '!. That the structure herein authorized an a revacable permit basis is restricted exclusively to the ]and above described. 2. That the permit [s limlted specfFlcally fo the #ype of structure described in this appfioation 3. That the applicant shal! notify the Project Planner and Pubfic Works Repartment, or their duly authorized agent, twenty-'four hours in ad�ance of t�e tirr�e for commencement of construcEion, in order.that proper inspection may be made by the Town. 4. The appficant agrees to indemniiy and hold harmless the 7own of Vail, its officers, employees and agents against aU Iiability, ciaims and demands on accouni� of.,injuny, loss or damage, incEuding without limitation cfaims arising from bodily injury, personal injury, sicicne�,s,'tlisease,'deat�, �jroperky�oss arciarr�ge, oJ'any other Joss �f any kind whatsoever, which arise out af or ar� in any manner connected wifh app{icanYs � activities pursuant to ihis permit, if such injury, loss, or damage is caused in whole or in part by, ar is claimed fo be caused in whole ar in part by, the act, omission, etror, profiessional eROr, mistake, negligence o� other fault of the appiicant, his cantractor or subcontractor or any officer, employee or representative of the applicant, his contractor or his subcontractor. The appEicant agrees,to investigate, handle respond to, and to provide defense for and defend against, any such liability, claims, or demands at the sale expense of tfie applicant. The applicar�i also agrees to bear all expenses relating fhereto, including court costs and Rcvised 04/19I05 F:1GCUnlherglformslRewea6leROV/permit(new).doc � .,; �� °� SUBMITTAL ITEP" , ^ ✓ ^' The WII�OWS Date: 05/14/20a BUILDING MOUNTAIN RESORT COMMUNIT(ES Project No: 39-07-00 Page:1 of 1 NO. S02240-1-003 PACKAGE NO: S02240-1 TITLE: Right of Way Potholing REQUIRED START: 05/14/2007 . REQUIRED FINISH: 05/18/2007 DRAWING: � DAYS HELD: 0 STATUS: NEW DAYS ELAPSED: 3 BIC: TOV DAYS OVERDUE: -4 RECEIVED FROM SENT TO RETURNED BY FORWARDED TO TOV JM TOV JM Revision Drawing. No. Description / Remarks Received Sent Returned Forwarded StatusSepia�rints Date Held Elapsed 001 Potholing Application 5/11/2007 5/14/2007 NEW 0 0 0 3 Attached: Application for Right of Way Use-Street cut Permit Narrative on locations C003 Location of potholes Construction Schedule � � � � � � D MAY 14 2007 TOWN OF VAIL R.A. Nelson 8� Associates, Inc. Rev. Date: 01/23/07 51 Eagle Road #2 / P.O Drawer 5400 / Avon, Colorado / 81620 / 970.949.5152 / Fax 970.949.4379 Form: f_sb_01m NIUST BE SUBM� a i'ED MIN 3 BUSiNESS DAYS PRIOR TO PERNiIT ISSUANCE � APPLICATION FOR RIGHT OF WAY USE-STREET CUT PERMIT PRI#: Town of Vail pW#: Public Works Dept . Parce! #: o� IO 1 O�aT ( 4 O�I - a IO /O�` v� l�I C�Q 1309 Elkhom Dr Bldg Permit #: B - Vail, CO 81657 WARNING; Inclusion of false informafion in this permit application establishes an automatic denial for a Right of Way Use- Stceet Cut Permit and forfeiture of application fees. By signing this permit; the applicant declazes he/she has read all contents of this document, Town of Vail Roadway Standards and chapters ofTitle 8- Public Ways and Property, of the Vail Municipal Code and is fully a�vare of its requirements and agrees to pay all applicable fees. Applicution Fee: $50.00 -- Company p Company Name: �,� 1��.�0� Phone: . 1� 9' �5� � 7� City/StAte/ p Company Address: J�/ �l� G��'1Q.� P�� fJQU./ .�{� Zip: R��_ ��LJ— �� Contractor License Number: �� 7� '�'} . Email:.:.,P��fl�C�j�� i�A��%%• C��. Contact Contact Name: �A UL QU RQ I UG �. Phone: ��T I'� d��`}'��'� . �.. . .. . . . . ,. - - - ^ -n'.. ' ROW Use Location• /''f ��Jl U-�ULL? �/"�,J �:'�" KVt7T.1 " C:v � t�' � v�� r�v.+ ^-� � ... ._�;• . . , s.:;: �.i.`, r . :!. . Requested ROW ' ' ��.�,;;;` „-7 :Requested "' :°"�`'`�� ` ,.. '.,..:,. Use Dates• ��i� � to `�` "�`` �� , - G � � �� l . �Work Times: ::��.'� �``;; .�G:;,:-�, . �urpose for Request: _ Street Cut Dimension (if appli.cable): .;�" ❑ Underground Utility Installation ;:-� • - � ' � '. / �- - - ❑ Landscaping Length: � :> `�' ::,;:, ::;: ❑ Temp Site Access . ' . ;.=:..�� / ;:<•_:` _�: ❑ Construction Staging i-,. � �. . Width (min4') `��,"'''��'' �" Roadway Construction . � ,: , _.,� ,� �'�7" f%�f ��.1%` ❑ Other (expiain): C�I��T� �� CI�'�� Total.Square Foofage: 3c� X 3"" �/ �- a . . . „. -::::. � . .�`ip•.,;;':i`;"-�. . Requested ROW Use• :�':.'_ " �'��: .�::`� ��.. . . ::,r;,.ry_, ...,� Sin le Lane Closure - Ift of closure includin ta er � � '''"'�' � g C g: P .. ) . . ❑ T�vo Lane �losure - Ift of closure (including taper) ` ` ' � ' � �` �... ;. _ . . ❑ Three Lane Closure. - Ift of closure (including taper) `� �Q SidewallJBike Path'`- lft of closure ' ''� �' - ,�: Other (explain): - (.��.i �"'�' ��i� � ` . - �,- 1,. Applicant shall submit a traffic control plan; and work site/staging plan with this'application. Tr:►ffic Control Plan shall be in compliance with t6e MUTCD and shall show str.eets with names, adj�cent intersections, advanced warning signage, taper lengths, buffer space and work zone dimensions. Noful! stree! closures are a!lorved. . 2. Applicant must contact Public Works Department at 479-2198 24 hours prior to commencing of work. Failure to natify the Town will result in forfeiture of band money. 3. Applicant is responsible for obtaining appr.ovals from all utility companies having an existing utility line'within the project site, applicant has option of routing application through the Public Works office to obtain. the necessary Town of Vail sign�tures. Please allow up to one week-to process. Xcel Enery (800-922-1987) Qtivest (800-922-1 Comcast (800-922-1987) Holy Cross Electric (800-922-198 �agle River Water 8. Sanitation District (970-�77-�453) Town of Vail Electric (970-�79-2158) To�vn of V ail Irrigation (970-479-2158) Print Applicant Name Applicant Signature F:\cdev\FORMS\Permits\Public .Works\row_appl i cation_3006.doc WILL{�VVS L.JTILIT� L{JCATI{�NS CJN VAIL ROAD As part of the Town of Vail requirements it will be necessary for RA Nelson to pot hole several locations on Vail Road directly behind the Willows Project in order to verify the location and elevation of the existing utilities prior to the shoring system be placed. The south Side of the project is the only location on the project in which nails will be used to temporarily shore the excavation. The soil nails on the south side of the site are not intended to be permanent nails. At the building is constructed the nails are no longer required along the south side of the project. Pot holing will be managed by RA Nelson and the actual work will be conducted by Diamond A. If you should have any further questions or comments regarding this issue please contact Paul Burbidge at 471-6047 Regards � , � Paul Burbidge RA Nelson - _ - �in �s�n�� o sc��u � ._ .. � �. _ �� a -- � - - , � . _�7'.F I 7 I _ �- 1 e,n.� CONIPACTOp 91 q NOT ENO1 Atl1 UPqI IXi DISTMB v ROGE lN YPaPEAtt DI1NInG�CONS11iUCTON ' . � �� i au� � \ RIVA RI�CaE sourH E ��"�� uqN�� PON OR Ui wrxn � � � � . .., .,roo � . � � ':C`aN� — — � _ � o ioCA1E N�m Vs — — ..— - — "_ .� � __. __ _ _' .-_ . �' . _ .. . -,�«.. i - _ -� _ . . _ ..,�. , ;_� - -- ---.. - -- ,�m.v.� �.. - -wro� u�� . _. . . „ -- � � �.f � �� - - �- > , � - - - - �� erN� . s-------- � - i ., i� nuu 1 e I / 0^ s o, i --- i r-"l �:y i. i i. i �L^'°'+1; lL^aeJ � I I � xmmm�� I I -t.�c,qTlofl oF f�bTh`o��S . r� �E�2lFY S!'a��'�'1 � �'L�`C77C'IC. THIS PLAN IS NOT FOR STRUCTURAL "E"�,�RP'„`,�„NO� m„,,,�„„,,,,,E,„p�,n� ,,,,,�, TRIUMPH INFORMATION. REFER TO STRUCTURAL � °�'"""°""°�'°""` ""°"'"""°"""�°"°"`°' :��;��. 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JEC, KMf C003 � �Re:tivity Aativity CFrig Early Earty 7 2 R i!� Description Dur Start �inish A � �� nn s - --- ----- --------- — PROJECi MiLESTONES/KEY C�AiE5 --• • OVERALL Pftt�,J�Ci 1UIiLESTONES, ; � �� .�_. .' . � �� ,��' .. . � `�a:� � � �: �� ; � _ �-.. , �— • _ � i " . e*'� . . ".� . �. "'S.i, •; ^Y ,.,,. . - � �.4 4. � .. > _ � A R C y�. : ...5.; ,� `��. .a�.. �. .., o , . . _ .. • ' ` i AAAA-0000 START NETWORK ANALYSIS start milestone) r 0� 01JAN07 START NETWORK ANALYSIS (start milestone) —_ � XXOA-0100 OVERALL PROJECT DURATION IN CAL DAYS (hammock) 696" 01JAN07 26NOV08 ` XXOA-0105 ABATEMENT AND DEMOLITION DURATION 52* 24APR07 14JUN07 ��1BATEMENT AND' DEMOLITION DURATION XXOA-0110 I BUILDING CONSTRUCTION DURATION 484* 01AUG07 26NOV08 ZZZZ-9999 �PROJECT COMPLETE (finish milestone) 0 26NOV08 PROJECT COMPLETE (finish mileston _�._ ____.. ...- --- -- OWNER MILESTOTJES ` F ` F � -` : ` . ' . ,� ':.. . . � , . �. _ n.,,� � . . .. : � `� �,s .,�� . . `� .'c � � , , r ° , , � .,,, i r ..: � . ... .. ., ,. , .... . .. , .. . .. . . ..,... ..,� „ AAOW-NTP1 OWNER ISSUE PARTIAL NTP TO RANA 0 15JAN07* OWNER I:SSUE! PARTIAL NTP TO RANA �W-ES01 END OF SKI SEASON 0 15APR07* �END �F SKI SEASON AAOW-M001 I OWNER MOVE OUT 15 16APR07 17APR07 �OWNER MOVE OUT AAOW-0001 I) SIGN CONTRACT WITH RANA 4 18APR07 23APR07 �SIGN CONTRACT WITH RANA XXOW-BC01 I LAST DAY FOR BUYER CHANGES � 0 20DEC07 �'LAST DAY FOR BUYER CHANGE �JF�G�U�� 7 ��'! 7�17 �. . : . � . ;_ ��. � ':� _ �^ qY -..._ . . . � ', r • ... .a�."; :.a:; ...,,�. " . .r-a,.:,� �:_. .,,.. . . . ..:..... . .. .... :. �,:3'n"�': . .::.' ..', 4� , >,^.S`sii. ..,... .:,�.�f .. ... ,. �, s'^ � ., �.� �� .. . ,.x. ,... .. , ; . ... .. _. . ,. . �: PCRA-DM01 � BEGIN DECONSTRUCTION OF EXISTING BUILDING 0 22MAY07 .BEGIN DECONSTRUCTtON OF EXISTING BUILDING PCRA-SH01 BEGIN SHORING AND EXCAVATION OF SITE 0 01AUG07 �BEGIN SHORING AND EXCAVATION OF SITE . ZZZZ-9998 SITEWORK COMPLETE (finish milestone) 0 300CT08 OR 0 m m�le T m__ ... �� SI W C TE K MPLETE (fi sh ston ��TiJ�NEiiAMIL.E��i"U�+l�S � � �, � �': � � �" � �� q� a : .�-= ��: ' ` ,:. � '-...... � .:' ,., a� „ , � . � ,. ,. ;,.�. � ', � . .._ °..�� . . . � � ". .,,�. , . , �. . - , _�s: AATA-0320 BEGIN PRE-CAST ERECTION - TOWER A 0 160CT07 �BEGIN PRE-CAST ERECTION - TOWER ' AATA-0510 BEGIN STRUCTURAL STEEL ERECTION - TOWER A 0 07DEC07 ♦BEGIN STRUCTURAL STEELfREC XXTA-0510 COMPLETE STRUCTURAL STEEL ERECTION - TOWER A 0 13MAR08 - ♦COMPLETE STRUCTURA A-0750 BUILDING ROOF DRIED-IN - TOWER A 0 24APR08 BUILDING ROOF DRIED-IN - TOWER* , XXTA-9997 EXTERIOR COMPLETE - TOWER A 0 31JUL08 EXTERIOR COMPLET� - TOWERI. ---- — _ XXTA-9900 FIRST LEVEL UNITS COMPLETE - TOWER A 0 17SEP08 'FIRST LEVEL UNITS COMPLETE - TOWER�t XXTA-9901 SECOND LEVEL UNITS COMPLETE - TOWER A 0 290CT08 SECOND LEVEL UNITS GOMPLETE - TOWER.e XXTA-9902 THIRD LEVEL UNITS COMPLETE - TOWER A 0 12NOV08 � THIRD LEVEL UNITS COMPLETE - TOWER� ' XXTA-9903 FOURTH LEVEL UNITS COMPLETE - TOWER A 0 26NOV08 FOURTH LEVEL UN�TS COMPLETE - TOWER Start Date 01 JAN07 d aAg;i Earl Bar WL04 THE WILLOWS sneet � ot �s Finish Date 26NOV08 — �� y Date Revision Checked A roved Data Date 01JAN07 Progress Bar R.A. NELSON & ASSOCIATES o3.lANO� REVISION 2 Run Date 13MAR07 17:10 Critical Activity PRELIMINARY SCHEDULE O Primavera Systems, Inc. AGiivity ID AATB-0320 AATB-0510 XXTB-0510 XXTB-0750 XXTB-9900 XXTB-9997 XXTB-9901 XXTB-9902 B-9903 Activity iJrig Early �aMy Description Dur Start Fi�ish TONES : BEGIN PRE-CAST ERECTION - TOWER B BEGIN STRUCTURAL STEEL ERECTION - TOWER B COMPLETE STRUCTURAL STEEL ERECTION - TOWER B BUILDING ROOF DRIED-IN - TOWER B FIRST LEVEL UNITS COMPLETE - TOWER B EXTERIOR COMPLETE - TOWER B SECOND LEVEL UNITS COMPLETE - TOWER B THIRD LEVEL UNITS COMPLETE - TOWER B i FOURTH LEVEL UNITS COMPLETE - TOWER B ;M��'t`tNCS = � PCMT-DR63 DRB MEETING (#3) PCMT-TOV1 I MEET WITH TOV (TOV OFFICES) PCMT-TOV2 MEET WITH TOV TO REVIEW DWGS/CODE ISSUES : PCMT-TOV3 MEET WITH TOV TO REVIEW DWGS/CODE ISSUES PRECONSTRUCTtON RCTIVITIES C�RAN�NITYGS " �` :: . PCDE-CD01 ISSUE FLOOR PLAN BACKGROUNDS TO ALL SUBS (FTP) PCDE-CD02 ISSUE FINAL FOUNDA710N PLAN (TOW - SHOR/PRECAST) PrDE-CD04 ISSUE PROGRESS SET TO RDA & RANA (STOP & PRIN'� f_.1E-CD07 ISSUE FINAL BACKGROUNDS TO ALL SUBS (FTP) PCDE-CD10 FINAL CONSTRUCTION DOCUMENTS COMPLETE PCAB-PE06 PCAB-PE03 PCAB-PE04 PCAB-PE01 PCAB-PE05 BID AND SELECT ABATEMENT CONTRACTOR NTP TO ABATEMENT CONTRACTOR DEVELOP ABATEMENT PLAN SUBMIT FOR A,RATEMENT PERMIT STATE OF CO AND TOV REVIEW OF ABATEMENT PLAN RECEIVE ABATEMENT PERMIT 0 06DEC07 0 28JAN08 0 0 0 0 0 �0 04APR08 76MAY08 23SEP08 130CT08 21 OCT08 11 NOV08 25NOV08 0 03JAN07* 02JAN07 1 11JAN07* 11JAN07 1 06FEB07* 06FEB07 7 06MAR07" 06MAR07 2 D2JAN07 03JAN07 5 04JAN07 10JAN07 17 11JAN07 02FEB07 11 05FEB07 19FE607 1 29MAY07 29MAY07 15 15JAN07 02FEB07 5 31JAN07 06FEB07 20 07FEB07 06MAR07 1 07MAR07 07MAR07 20 08MAR07 04APR07 0 05APR07 04APR07 Sheet 2 of 16 BEGIN PRE-CAST ERECTION - TOV1 BEGIN STRUCTURAL STEEL E � COMPLETE STRUCTUF BUILDING ROOF DRIED-IN - TOWER FIRST LEVEL UNITS' COMPLETE - TOWER _ _ EXTERIOR COMPLETE - TOWER SECOND LEVEL UNITS COMPLETE - TOWE THIRD LEVEL UNITS COMPLETE - TOWER. DRB MEETING (#3) �MEET!WITH:TOV (TOV OFFICES) �MEET WI7H TOV TO REVIEW DWGS/CODE ISSUES �MEET WIT;H TOV TO REVIEW DWGS/CODE ISSUES ISSUE FLOOR PLAN BACKGROUNDS TO ALL SUBS (FTP) �ISSUE! FINAC FOUNDAT(ON PLAN (TOW - SHORIPRECAST) ISSUE PROGRESS SET TO RDA & RANA (STOP & PRINT) �ISSUE FINAL BACKGROUNDS TO ALL SUBS (FTP) �FINAL CONSTRUCTION DOCUMENTS COMPLETE ` BID AND SELECT ABATEMEN7 CONTRACTOR �NTP TO ABATEMENT CONTRACTOR ` DEVELOP ABATEMENT PLAN �SUBMIT FOR ABA7EMENT PERMIT " STATE'OF CO AND TOV REVIEW OF ABATEMENT PLAN _ __ _ _ �RECEIVE ABATEMENT PERMIT Z_09 ACtiVity . ACtiVity Orig Early EartY p F A A S N �p Description pur &t�r# ��n�sh /'��/(!�_._�_/. _ _ ... - - - — —_ � , L�,Y�� r��lYi�� ,._..�_,._ ��.....,._..._,. � :. , � � � � �y � xK.'.:.. 4 '�—:A�� '�. �. .. . ..: :� � � '�. �.: - �� _ a � � '�� , � -. �� .:: ., mx .. , .4> .. . PCDR-CI03 DESIGN CIVIL DRAWINGS 33 02JAN07 15FEB07 v DESIGN CIVIL DRAWINGS ' PCDR-CI01 �I SUBMIT CIVIL DRWGS TO TOV 1 16FEB07 16FE607 �SUBMIT CIVIL DRWGS TO TOV ` PCDR-CI04 TOV REVIEW OF CIVIL DRAWINGS 20 19FE607 16MAR07 TOV REVIEW OF CIVIL DRAWINGS PCDR-CI02 APPROVAL OF CNIL DRAWINGS FROM TOV 1 19MAR07 19MAR07 �APPROVAL:OF CtVIL DRAWINGS FROM TOV :: � � ' °;. r v � � �� .:<� � � .�?� . � _ .., _,. x ,> � ,� � BI °. LiEM� F'Ef�tMIT , . . .�: �.;� �. _ , . ; �� PCN-PE15 �� BID AND �SELECT DEMO CONTRACTOR 20 15JAN07 09�F�607 D AND SELECT bEMO CONTRACTOR PCN-PE12 NTP TO DEMO CONTRACTOR 5 12FE607 16FEB07 {�NTP 70 �EMO CONTRACTOR PCTV-PE13 � CREATE DEMOLITION PLAN 20 19FEB07 16MAR07 ` CREATE !DEMOLITION PLAN " rV-PE02 , SUBMIT FOR DEMO PERMIT 1 19MAR07 19MAR07 �SUBMIT FOR DEMO PERMIT ; PCN-PE14 �TOV REVIEW OF DEMO PLAN 40 20MAR07 14MAY07 TOV REVIEW OF DEMO PLAN PCN-PE04 � RECEIVE DEMO PERMIT 1 15MAY07 15MAY07 ` �RECEIVE DEMO PERMIT .._. .. , . .. �` _ ' a � e � � � � �� : ,�e ,� � � ,^�: �'4 �„ '�� `e �� '� � .E�. ...��.i,.��..�}��}�� ` . - .. " , �..�; ? '�'.: s.•; .,.. .,-.�,k,�,, e',: ... , . . . . . < � ,� • r j •.:� ! .. ;. .,`�,.^� . .. . .• . �:;.�a . �. _; ' �,F..,�,,..��.: � ,9�'.� �'_ . .. .� �:�... .. , ; � �. "�. . .. , PCDE-CD03 ISSUE 30% CD'S (RFP FOR BUILD ASSIST MEP) 10 02JAN07 15JAN07 ISSUE 30% CD S(RFP FOR BWILD ASSIST MEP) 3 ' PCDE-CD06 ISSUE 60% CD'S 25 16JAN07 19FE607 " ISSUE 60%'.i.'D'$ PCDE-CD08 ISSUE 90% CD'S 22 20FE607 21MAR07 �ISSUE 90% CD'S PCDE-CD09 PERMIT SET COMPLETE 14 22MAR07 10APR07 L�PERMIT SET COMPLETE PCN-PE03 SUBMIT PERMIT PACKAGE FOR FULL PERMIT 1 10APR07 10APR07 �iSUBMIT PERMIT PACKAGE FOR FULL PERMIT - __ �TOV REVIEW/RDA RESPONSE FULL PERMIT PCN-PE10 TOV REVIEW/RDA RESPONSE FULL PERMIT 72 11APR07 23JUL07 ' PCN-PE05 RECEIVE FULL BUILDING PERMIT 1 24JUL07 24JUL07 �RECEIVE FULL BUILDING'PERMIT .. � � ` �� r �� i� ;� Y � t � � � � a �`� .. � ,' � = a i ::- � �, � -�,.��t" a�� .�� a...�''.�'.: hc`� � � ?v.. ; -�. � ' '� '' � ' 5 16JAN07 ., 4� REPRO'� ,.. : .. r .. . _ _ _ .. . e �1t.:�3b11P �: - . �� - : � �a:�, �� a��.� � . �.,. ,,r . _ ,.....,_ � . PCPR-GMP2 REPRODUCE 30/o DRAWINGS FOR BIDDING� vv �c �� , 2JAN07 DUCE 30% DRAWINGS FOR BIDDING PCPR-GMP1 PRICE INITIAL GMP BASED ON 30% DRWGS 25 23JAN07 26FE607 PRICE INITIAL GMP BASED ON 30% DRWGS � � �� "� ��..�'��. . � .�,x �` _'.�� >.k�_ „�.:, f �,T�: ____ _ �, �� CE RAW OR B �ttvT��tM�D�AT��Mr�. . �, :- �� . �� '.;.. g D I G F ID I � ,; , t. �� , .. . � . �.;. ; ' �.,�., . ,: .. � � E . � .., �. . . 0 4 22MAR07 27MAR07 �REPRO�U 0°10 N S D NG PCPR-GMP3 REPRODUCE 90 /o DRAWINGS FOR BIDDING ' PCPR-GMP4 PRICE INTERMEDIATE GMP BASED ON 90% DRWGS 25 28MAR07 01MAY07 PRICE iNTERMEDIATE GMP BASED ON 90% DRWGS .�.. - . .�Y. :,; � a�-:a� � „�' '�a ��` ��y fA-: 4,�� . �"�' `� ��k' a � '�� '`� `� �� ` ��:`: � ._._.......— . , — . � :._�� .. : � � � Y �IhIAt� C:;N1W � � � EPR o �� : . �•;�: ,�_.�<....s�., �.. , .�,�. __ •-_ .�,._ ,, �__.,.�. �,r:'� � a ,. . � ,. � � _ , '+ PCPR-GMP5 REPRODUCE 100% CD'S 5 22AUG07 28AUG07 � R ODUCE 100% CD'S 0 25 29AUG07 030CT07 ` PRICE GMP BASED ON 100% CD'S `' PCPR-GMP6 PRICE GMP BASED ON 100 /o CD'S - �,�, .: „�a 3 � r � '. � � �y{ �• �r�,�. r' �+/� /��y .. <: .. ,'. �& f �hua: � � � '��r � �4"- r� ib �y �" � � y,'�''��83 .,�.�' � � � �' , �a E � � � �`,.� . _`, �', � o.x'^i:, ..: � „ , �` ' - �,n�,..�� .� �.. ,�<'.GY. ... 'v ` .. �, : , .. �.. _ . , .. . ... .. f"'Tt��r+'tti i 417�1'✓I�� .: • Y`- �' .. * : �: � , '�° . _.; n�. , _ . ..., ' s�'� .,., ., s . V , .. . � _ .. _ � _�� s �,�.� s. - .. - 4 ! PCSB-PC07 NTP TO CIP CONTRACTOR 5 16FEB07 23FEB07 ��NTP TO CIP CONTRACTOR Sheet 3 of 16 Aciivity Activity 1b Descript�on � PCSB-PC01 DETAIL CIP CONCRETE/REINFORCING PCSB-PCO2 I SUBMIT CIP SHOP DRAWINGS PCSB-PC03 REVIEW CIP SHOPS PCSB-PC04 REVISE AND RESUBMIT CIP SHOPS PCSB-PCOS I CIP SHOP DRAWING APPROVAL Xrig Early Earty 3ur Siart Finish ' ' 30 22MAR07 02MAY07 3 03MAY07 07MAY07 15 08MAY07 29MAY07 10 30MAY07 12JUN07 5 13JUN07 19JUN07 PCSB-ST07 NTP TO STRUCTURAL STEEL CONTRACTOR 5 16FEB07 23FE607 PCSB-ST01 � DETAIL STRUCTURAL STEEL 40 22MAR07 16MAY07 PCSB-ST02 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS 3 17MAY07 21MAY07 �B-ST03 REVIEW STRUCTURAL STEEL SHOPS 15 22MAY07 12JUN07 PCSB-ST04 REVISE AND RESUBMIT STR STEEL SHOPS 10 13JUN07 26JUN07 PCSB-STOS I STRUCTURAL STEEL SHOP DRAWING APPROVAL 5 27JUN07 03JUL07 PCSB-ST06 � FABRICATE STRUCTURAL STEEL 60 05JUL07 27SEP07 PROdECi Sf'iEWOR1£ SWAA-0100 � ABATE HAZARDOUS MATERIALS SWAA-0201 DEMOLISH EXISTING BUILDING SWAA-0261 CAP EXISTING UTILITIESITEMP WATER AND POWER SWAA-0260 INSTALL NEW UTILITIES - SITEVYIORK ..W-0220 INSTALL SHORING - GARAGE, TOWER A TASW-0212 EXIST FND DEMO/EXCAVATION - GARAGE, TOWER A TASW-0226 INSTALL TIE BACKS (hammock) - GARAGE, TOWER A TBSW-0220 INSTALL SHORING - GARAGE, TOWER B TBSW-0212 EXIST FND DEMO/EXCAVATION - GARAGE, TOWER B TBSW-0226 INSTALL TIE BACKS (hammock) - GARAGE, TOWER B SWRA-0201 I DEMO EXISTING ROAD - WILLOW ROAD SECTION A �n� t�� DETAIL CIP CONCRETE/REINFORCING �SUBMIT C1P SHOP DRAWINGS ` REV[EW CIP SHOPS �REVISE AND RESUBMIT CIP SHOPS _ .__ �CIP SHOP DRAWING APPROVAL NTP TO STRUCTURi4L STEEL CONTRACTOR , DETAIL STRUCTURAL STEEL �SIJBMIT STRUCTURAL STEEL SHOP DRAWFNGS ' REVIEW STRUCTURAL STEEL SHOPS �REVISE AND RESUBMIT STR STEEL SHOPS �STRUC7URAL STEEL SHOP DRAWING APPROV FABRICATE STRUCTURAL STEEL ,�.�.�....y., _ _ �.._ 25 24APR07 21MAY07 �%ABATE HAZARDOUS MATERIALS 15 22MAY07 14JUN07 ��'�. �DEMOLISH EXISTING BUILDING 5 31MAY07 06JUN07 y�� CAP EXISTING UTILITIESITEMP WATER AND 30 03,1UN08 21JUL08 INSTALL NEW UTILITIES - SITEWO 25 01AUG07 13SEP07 10 14SEP07 27SEP07 10" 14SEP07 27SEP07 20 14SEP07 120CT07 � 10 150CT07 290CT07 10* 150CT07 , 290CT07 3 121APR08" 124APR08 Sheet 4 of 16 C�INSTALL SHORING - GARAGE', TbWER A �EXIST FND bEMO/EXCAVATION -GARAGE, �%INSTALL TIE BAC'KS (hammock) - GARAGE C�INSTALL SHORING - GARAGE, TOWER ',�%EXIST FND DEMO/EXCAVATION - GARA �INSTALL TIE BACKS, (hammock) - GA DEMO EXISTING Aciivity !0 SWRA-0260 SWRA-0208 SWRA-0330 SWRA-0271 SWRA-0440 SWRA-0295 Activity Qrig Early EaMy Ciescription [}ur Start Finish INSTALL NEW UTILITIES - WILLOW ROAD SECTION A 10 25APR08 12MAY08 REGRADESUBGRADE FOR PAVING - WILLOW ROAD SECT A 4 13MAY08 19MAY08 POUR NEW CONC CURBS/GUTTER - WILLOW ROAD SECT A 4 20MAY08 27MAY08 ASPHALT PAVING - WILLOW ROAD SECTION A 4 28MAY08 02JUN08 INSTALL NEW PAVERS - WILLOW ROAD SECTION A 10 03JUN08 17JUN08 � INSTALL LANDSCAPING - WILLOW ROAD SECTION A 10 18JUN08 02JUL08 N� SWRB-0201 �� DEMO EXISTING ROAD - WILLOW ROAD SECTION B SWRB-0260 INSTALL NEW UTILITIES - WILLOW ROAD SECTION B ; :B-0208 REGRADESUBGRADE FOR PAVING - WILLOW ROAD SECT B SWRB-0330 �OUR NEW CONC CURBS/GUTTER - WILLOW ROAD SECT B SWRB-0271 IASPHALT PAVING - WILLOW ROAD SECTION B SWRB-0440 � INSTALL NEW PAVERS - WILLOW ROAD SECTION B SWRB-0295 INSTALL LANDSCAPING - WILLOW ROAD SECTION B � 'S�CTI�M1!' C ��` 3 20MAY08 23MAY08 10 27MAY08 09JUN08 4 10JUN08 16JUN08 4 17JUN08 20JUN08 4 23JUN08 27JUN08 10 30JUN08 16JUL08 10 17JUL08 31JUL08 SWRC-0201 DEMO EXISTING ROAD - WILLOW ROAD SECTION B 3 17JUN08 19JUN08 SWRC-0260 INSTALL NEW UTILITIES - WILLOW ROAD SECTION B 10 20JUN08 08JUL08 SWRC-0208 REGRADESUBGRADE FOR PAVING - WILLOW ROAD SECT B 4 10JUL08 15JUL08 SWRC-0330 POUR NEW CONC CURBS/GUTTER - WILLOW ROAD SECT B 4 16JUL08 21JUL08 SWRC-0271 ASPHALT PAVING - WILLOW ROAD SECTION B 4 22JUL08 28JUL08 '' -'RC-0440 INSTALL NEW PAVERS - WILLOW ROAD SECTION B 10 29JUL08 12AUG08 SWRC-0295 INSTALL LANDSCAPING - WILLOW ROAD SECTION B 10 13AUG08 27AUG08 CDRE & SHELL 7flWEf2 A TAAL-0310 FORM & POUR STAtR/ELEVATOR CORES - TOWER A TAAL-1400 DRY-IN ROOF AT ELEVATOR CORES - TOWER A TAAL-1420 ELEVATORS RAILS/PLATFORM/CAR (#3) TAFL-0200 EXCAVATE FOR FOOTINGS/COL PADS - GARAGE, TOWER A 7AFL-0314 FORM/PLACE FTGS/COL PADS - GARAGE, TOWER A 30 160CT07 06DEC07 5 07DEC07 14DEC07 50 17DEC07 29FEB08 6 28SEP07 080CT07 10 010CT07 150CT07 Sheet 5 of 16 �%INSTALL NEW UTILI J'��, REGRADESUBG �POUR NEW CONC ASPHALT PAVING - WILLOW ROAD SECTIOI� �ALL NEW PAVERS - WILLOW ROAD SECTIOI�] TALL LANDSCAPING - WILLOW ROAD SECTIOI�/ �DEMO EXISTING �/INSTALL NEW �,%, POUR NEW ASPHALT PAVING - WILLOW'ROAD SECTION� _ INSTALL NEW PAVERS - WILLOW ROAD SECTIOI� fNSTALL'LANDSCAPING - WILLOW ROAD SECTIOI� DEMO EXISTING ROAD - WILLOW ROAD SEC7101�, S JSTALL'NEW UTILITIES - WILLOW'ROAD SECtlO �REGRADES� %�POUR NEW ASPHALT PAVING - WILLOW ROAD SECTION� __ INSiALL NEW PAVERS - WILLOW ROAD SECTIOI�/ INSTALL LANDSCAPING - WILLOW ROAD'SECTIOI� FORM 8� POUR STAIR/ELEVATOR ' �bRY-IN ROOF AT ELEVATOR CO� EI.EVATORS RAILS/PLA" �EXCANATE FOR' FOOTINGS/COL PADS - � �FORM/PLACE FTGSICOL PADS - GARAG I Activity Activity t?rig Early Earfy ,: � Z Q F A A N 1C1 Description bur Start ` Finish TAFL-0340 � FORM & POUR COLSIWALLS - GARAGE, TOWER A 25 160CT07 27NOV07 �FORM 8� POUR COLS/WALLS - GARA TAFL-0720 I APPLY WATERPROOFING @ PRECAST - GARAGE, TOWER A 10 16NOV07 06DEC07 APPLY'WATERPROOFING @ PREC -------- ' - �7 ' TAFL-0262 R-I UNDERSLAB DRAINAGE - GARAGE, TOWER A 6 26NOV07 04DEC07 %;! R-I UNDERSLAB DRAINAGE - GARA _ TAFL-1500 R-1 UNDERSLAB PLUMBING - GARAGE, TOWER A 5 27NOV07 04DEC07 �R-I UNDERSLAB PLUMBING - GARA ' TAFL-1600 R-I UNDERSLAB ELEC SYSTEMS - GARAGE, TOWER A 5 27NOV07 04DEC07 �R-I UNDERSLAB ELEC SYSTEMS - TAFL-0392 FORM/PL/FINISH TOPPING SLAB - GARAGE 6 27NOV07 06DEC07 �FORM/PUFINISH TOPPING SLAB - TAFL-0221 FINE GRADE FOR SOG - GARAGE, TOWER A 2 06DEC07 07DEC07 �FINE GRADE FOR SOG - GARAGE, TAFL-0381 FORMIPUFINISH SOG - GARAGE, TOWER A 5 10DEC07 17DEC07 %�FORM/PLlFINISH SOG - GARAGE, T/1°L-0222 BACKFILL PRECAST FDN WAL�S - GARAGE, TOWER A 10 03JAN08 18JAN08" �BACKFILL PRECAST FDN WAL • • LEVEL bN� ' ' . , +. : � � ;�� .�'��,....�� . �� '�.:;.; . :.��. ��..:. E . '�"� ': � � : �� _? E TAL1-0512 ERECT STRUCTURAL STEEL - LEVEL�1, TOWER A 8 07DEC07 20DEC07 ��I ERECT STRUCTURAL STE L- LE TAL1-0530 PLACEIWELD METAL DECK/DETAIL - LEVEL 1, TOWER A 6 14DEC07 31DEC07 L�I PLACE/WELD METAL DECK/DET TAL1-0550 INSPECT STEELICORRECTIONS - LEVEL 1, TOWER A 2 03JAN08 04JAN08 �INSPECT 5TEEL/CORRECTIONS TAL1-1500 R-I PLUMBING @ TOPPING SLABS - LEVEL 1, TOWER A 3 07JAN08 10JAN08 C�R-I PLUMBWG @ TOPPING SLA TAL1-1600 R-1 ELEC @ TOPPING SLABS - LEVEL 1, TOWER A 3 07JAN08 10JAN08 �R-I ELEC @ TORPING SLABS - L – - — I - �FORM/PL/FINISH TOPPING SLA 1 TAL1-0390 FORM/PUFINISH TOPPING SLABS - LEVEL 1, TOWER A 7 07JAN08 17JAN08 TAL1-0610 � FRAME/FURRING/SHEATH WALLS - LEVEL 1, TOWER A 10 18JAN08 04FEB08 t�✓ FRAME/FURRING/SHEATH W ` TAL1-0840 INSTALL EXTERIOR DOORSIWINDOWS - LVL 1, TOWER A 10 05FEB08 22FE608 INSTALL EX�TERIOR DOORS � � a ^'�� : � �� , � �t � �� ` �... �� tr LFV�L TWt7 ' /�7 � � � � � � � � �� _ "� � ; �� .. �,3�., � ,, �� .. ,..� � ��.��': . � _ :�.. ;_ : � �_�: �6 ., . .. R TR CTURAL S L . , z. . '�� ° �� a; � ,. <, d.___ :.. � , ,__... � _2-0512 ERECT STRUCTURAL STEEL - LEVEL 2, TOWER A 8 21DEC07 11JAN08 � ! av � ECT S U TEE - L TAL2-0530 PLACEIWELD METAL DECK/DETAIL - LEVEL 2, TOWER A 6 07JAN08 15JAN08 �PLACE/WELD METAL DECK/DE TAL2-0550 INSPECT STEELICORRECTIONS - LEVEL 2, TOWER A 2 17JAN08 18JAN08 �INSPECT STEELICORRECTION ' TAL2-1500 R-I PLUMBING @ TOPPING SLABS - LEVEL 2, TOWER A 3 21JAN08 24JAN08 �R-I PLUMBING @ TOPPING S TAL2-1600 R-I ELEC @ TOPPING SLABS - LEVEL 2, TOWER A 3 21JAN08 24JAN08 �R-I EI.EC @ T�PPING SCABS - ' TAL2-390 FORM/PUFINISH TOPPING SLABS - LEVEL 2, TOWER A 7 21JAN08 31JAN08 �FORM/PL/FIN15H TOPPING S TAL2-0610 FRAMEIFURRING/SHEATH WALLS - LEVEL 2, TOWER A 10 05FEB08 22FEB08 �FRAME/FURRING/SHEATH TAL2-0840 INSTALL EXTEI�IOR DOORSIWINDOWS - LVL 2, TOWER A 10 25FEB08 11MAR08 t�3✓ INSTALL EXTERIOR DOO � �° t� @ . `at�" a �'+�k �. s�s� � � f ,� ., . _ , � , :, � ��r g� '��t��`� r� `: � "�� a �� `"a�. �� s ., �a � �. ; �,`�� 3. . 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THR� �: � `�; . �_ ._ n. , ... � , �� , �., � � „�... ,� .�. �, , ., ..,, ,.,.. . , r� _ � ., �:� .. � � � DERECT STRUCTURAL STE EL TAL3-0512 ERECT STRUCTURAL STEEL - LEVEL 3, TOWER A 8 14JAN08 25JAN08 _ Sheet 6 of 16 Activity Activity 1D Descriptian TAL3-0530 PLACE/WELD METAL DECK/DETAIL - LEVEL 3, TOWER A TAL3-0550 INSPECT STEEUCORRECTIONS - LEVEL 3, TOWER A TAL3-1500 R-I PLUMBING @ TOPPING SLABS - LEVEL 3, TOWER A TAL3-1600 1R-I ELEC @ TOPPING SLABS - LEVEL 3, TOWER A - -I- -- - TAL3-0390 FORM/PLIFINISH TOPPING SLABS - LEVEL 3, TOWER A TAL3-0610 FRAME/FURRINGISHEATH WALLS - LEVEL 3, TOWER A TAL3-0840 INSTALL EXTERIOR DOORSIWINDOWS - LVL 3, TOWER A • - LE1/El. �l � �� -F; T 4-0512 ERECT STRUCTURAL STEEL - LEVEL 4, TOWER A TAL4-0530 I PLACEIWELD METAL DECK/DETAIL - LEVEL 4, TOWER A TAL4-0550 � INSPECT STEELICORRECTIONS - LEVEL 4, TOWER A TAL4-1500 � R-I PLUMBING @ TOPPING SLABS - LEVEL 4, TOWER A TAL4-1600 �i R-I ELEC @ TOPPING SLABS - LEVEL 4, TOWER A TAL4-390 FORMIPL/FINISH TOPPING SLABS - LEVEL 4, TOWER A TAL4-0610 FRAMEIFURRING/SHEATH WALLS - LEVEL 4, TOWER A I TAL4-0840 �I INSTALL EXTERIOR DOORSNVINDOWS - LVL 3, TOWER A ►rig Early Early ` 3ur �Start Finish 6 27JAN08 29JAN08 2 31JAN08 01FEB08 3 04FEB08 07FE608 3 04FEB08 07FE608 7 04FE608 15FEB08 10 25FEB08 11 MAR08 10 13MAR08 28MAR08 8 26JAN08 05FE608 6 31JAN08 08FEB08 2 12FE608 14FE608 3 15FE608 19FEB08 3 15FE608 19FEB08 7 15FE608 26FE608 10 13MAR08 28MAR08 10 31MAR08 15APR08 � TARL-0512 ERECT STRUCTURAL STEEL - ROOF, TOWER A 20 07FE608 13MAR08 � TARL-0610 INSTALL METAL ROOF - ROOF, TOWER A 15 14MAR08 08APR08 L-0750 �I INSTALL INSULATION & ICEIWATER SH�ELD - ROOF, TA 10 10APR08 24APR08 TARL-0620 INSTALL ROOF SIDINGIFASCIA - ROOF, TOWER A 10 25APR08 12MAY08 TARL-0758 INSTALL METAL ROOFING - ROOF, TOWER A 6 13MAY08 22MAY08 TARL-0755 INSTALL SHINGLES - ROOF, TOWER A 25 13MAY08 20JUN08 --...__�_ _ _ _ _--- CORE & SHEL.I TQWE12 B _ TBAL-0310 FORM & POUR STAIR/ELEVATOR CORES - TOWER B TBAL-1400 DRY-IN ROOF A'T ELEVATOR CORES - TOWER B TBAL-1420 ELEVATORS RAILS/PLATFORM/CAR (#2, 3) - TOWER B 35 06DEC07 14FEB08 5 15FEB08 22FE608 50 25FEB08 02MAY08 Sheet 7 of 16 �1i�L�-�i�f�' ��1� Iltil�%tf�IV111S��Fkl1(lilAl�liF11t1k� �PLACEIWELD METAL DECK/D �[�INSPECT STEEL/CORRECTIOI �R-I P'LUMBING @ TOPPING SI ��F2-I ELEC @ TOPPING SLABS �FORM/PUFINISH TOPPING � �,%FRAME/FURRING/SHEATF �JINSTALL EXTERIOR DO� �`;/ERECT STRUCTURAL STEEL �PLACE7WELD METAL DECK/ �INSPECT STEEL/CORRECTI �R-i' PLUMBING @ TOPPING �R-I ELEC @ TOPPING SLAB QFORM/PL/FINISH TOPPING �FRAME/FURRING/$HEA �INSTALL EXTERIOR D ��/ERECT StRUCTURAL ST INSTAL� METAL ROOF -'.ROOF, TOWER�� INSTALL INSULA710 `` INSTALL ROOF SIDI INSTALL METAL ROOFING - ROOF, TOWERQ INSTALL SHINGLES - ROOF, TOWER FORM'& POUR STAIR/ELEV �DRY-CN ROOF AT ELEVATO " ELEVATORS RAILS/ Activity Act�vity Ong Ea�ly Early 2 - �D -1-, - - -- Description bur Start F�nish _ . . __ _ � _.__ _ �____ ,.. '�GIWEC� CF2A@JE - _ � . � .i .. v< . � � _ � � <<� ��. ,: � , . ; ...�� -�._ �s �_ TBAL-0200 EXCAVATE FOR TOWER CRANE FOOTING - TOWER B 3 300CT07 01NOV07 TBAL-0314 FORM/PLACE TOWER CRANE FOOTING, TOWER B 5 02NOV07 09NOV07 TBAL-0100 I ERECT TOWER CRANE 4 12NOV07 16NOV07 TBFL-0200 TBFL-0314 TBFL-0340 TBFL-0262 1 � �-0392 TBFL-0720 TBF L-0222 TBFL-1500 ' TBFL-1600 TBFL-0221 TBFL-0381 TBL1-0512 TBL1-0530 � ' .1-0550 TBL1-1500 TBL1-1600 TBL1-0390 TBL1-0610 TBL1-0840 EXCAVATE FOR FOOTINGS/COL PADS - GARAGE FORM/PLACE FTGS/COL PADS - GARAGE FORM & POUR COLSNVALLS - GARAGE R-I UNDERSLAB DRAINAGE - GARAGE FORM/PUFINISH TOPPING SLAB - GARAGE APPLY WATERPROOFING @ PRECAST - GARAGE BACKFILL PRECAST FDN WALLS - GARAGE R-I UNDERSLAB PLUMBING - GARAGE R-I UNDERSLAB ELEC SYSTEMS - GARAGE ' FINE GRADE FOR SOG - GARAGE l I FORMIPUFINISH SOG - GARAGE ERECT STRUCTURAL STEEL - LEVEL 1, TOWER B PLACEIWELD METAL DECK/DETAIL - LEVEL 1, TOWER B INSPECT STEEUCORRECTIONS - LEVEL 1, TOWER B R-I PLUMBING @ TOPPING SLABS - LEVEL 1, TOWER B R-I ELEC @ TOPPING SLABS - LEVEL 1, TOWER B FORM/PUFINISH TOPPING SLABS - LEVEL 1, TOWER B FRAME/FURRING/SHEATH WALLS - LEVEL 1, TOWER B INSTALL EXTERIOR DOORSIWINDOWS - LVL 1, TOWER B TBL2-0512 ERECT STRUCTURAL STEEL - LEVEL 2, TOWER B TBL2-0530 PLACEIWELD METAL DECK/DETAIL - LEVEL 2, TOWER B TBL2-0550 INSPECT STEELICORRECTIONS - LEVEL 2, TOWER B 4 300CT07 02NOV07 10 15NOV07 04DEC07 25 06DEC07 25JAN08 8 21JAN08 01FEB08 6 25JAN08 04FEB08 5 28JAN08 04FE608 8 28JAN08 08FE608" 3 29JAN08 01FEB08 5 29JAN08 05FEB08 2 07FEB08 08FEB08 4 12FE608 18FEB08 5 28JAN08 04FEB08 5 31JAN08 07FEB08 2 08FE608 12FEB08 3 14FE608 18FEB08 3 14FE608 18FEB08 7 14FE608 25FEB08 10 26FEB08 13MAR08 10 14MAR08 31 MAR08 5 05FE608 14FEB08 5 25FEB08 03MAR08 2 04MAR08 06MAR08 Sheet 8 of 16 1�EXCAVATE FOR TOWER CRANE FOOTI �FORM/PLACE TOWER CRANE FOOTIN �ERECT TOWER CRANE �EXCAVATE FOR FOOTINGS/COL PADS �FORM/PLACE FTGS/COL PADS - GA �FORM & POUR COLS/WALLS - �R-I UNDERSLAB DRAINAGE - �FORM/PL/FINISH TOPPING S _ _ _ �APPLY WATERPROOFING @ OBACKFILL PRECAST FDN W UNDERSLAB PLUMBING - GARAC� �R-I UNDERSLAB ELEC SYSTE FINE GRADE FOR SOG - GARAG� FORMIPL/FINISH SOG - GARAG� �ERECT STRUCTURAL STEEL �PLACEIWELD METAL DECK/ j�INS:PECT STEEUCORRECTI �R-I PLUMBING @ TOPPING S �R-I ELEC @ TOPPING SLABS �%FORM/PL/FINISH TOPPING : �FRAME/FURRING/SHEATh �INSTALL EKTERIOR DO� ;%ERECT STRUCTUF�AL STEEL �PLACE/WELD METAL DECI �INSPECT STEEUCORRECI i Activity Activity Qrig Early Earty o p M? - N 1D Oescriptian I�ar Start �inish F ` TBL2-1500 'i R-I PLUMBING @ TOPPING SLABS - LEVEL 2, TOWER B 3 07MAR08 11MAR08 �R-I PLUMBING @ TOPPIN TBL2-1600 i R-I ELEC @ TOPPING SLABS - LEVEL 2, TOWER B 3 07MAR08 11MAR08 `�,�R-I ELEC @ TOPPING SLA TBL2-390 FORMIPUFINISH TOPPING SLABS - LEVEL 2, TOWER B 7 07MAR08 18MAR08 �I FORM/PL/FINISH TOPPIN TBL2-0610 FRAME/FURRING/SHEATH WALLS - LEVEL 2, TOWER B 10 20MAR08 04APR08 �/ FRAME/FURRING/SHEA TBL2-0840 INSTALL EXTERIOR DOORS/WINDOWS - LVL 2, TOWER B 10 07APR08 21APR08 �INSTALL EXTERIOR D LEV�L THR�� !. : ' � . �� .� ; � ��.^ '�� , _ ,, � .: ,,; � ,'; � � � � � �� _�m� ;. �'�� . ..: , '; � , .. _ � , ,� _ .. �... . o.. , � � _ �� . � . . . >.:, �._e..:. � . �... �. TBL3-0512 ERECT STRUCTURAL STEEL - LEVEL 3, TOWER B 5 15FE608 22FE608 �ERECT STRUCTURAL STEE TBL3-0530 PLACEMIELD METAL DECK/DETAIL - LEVEL 3, TOWER B 5 04MAR08 11MAR08 �PLACE/WELD META� DEC T' 'i-0550 INSPECT STEEUCORRECTIONS - LEVEL 3, TOWER B 2 13MAR08 14MAR08 " �INSPECT STEEL/CORREC TBL3-1500 R-I PLUMBING @ TOPPING SLABS - LEVEL 3, TOWER B 3 17MAR08 20MAR08 �R-f PLUMBING @ TOPPIN TBL3-1600 R-I ELEC @ TOPPING SLABS - LEVEL 3, TOWER B 3 17MAR08 20MAR08 �R-f ELEG @ TOPPING SL _ _ _ __ TBL3-0390 FORM/PUFINISH TOPPING SLABS - LEVEL 3, TOWER B 7 17MAR08 27MAR08 �FORM/PL/FINISH TOPPI TBL3-0610 I FRAMEIFURRING/SHEATH WALLS - LEVEL 3, TOWER B 10 07APR08 21APR08 �FRAME/�URRING/5H TBL3-0840 INSTALL EXTERIOR DOORSIWINDOWS - LVL 3, TOWER B 10 22APR08 08MAY08 �INSTALL EXTERIOR • - r LEV�L �` ? . ' : . , . , ,� �� ; ��a, , � , ry �'�` � "' . , . ��` ' ;�� , ��. 7_ . � y i...' U S � ` � ,: �....., �..��.. ,.: ; . � � �ERECT�ST TBL4-0512 � ERECT STRUCTURAL STEEL - LEVEL 4, TOWER B 5 23FEB08 29FEB08 RUCT RAL TE TBL4-0530 PLACEIWELD METAL DECK/DETAIL - LEVEL 4, TOWER B 5 10MAR08 17MAR08 �iPLACE/WELD METAL DE TBL4-0550 INSPECT STEEUCORRECTIONS - LEVEL 4, TOWER B 2 18MAR08 20MAR08 �INSPECT STEEL/CORRE ' TBL4-1500 R-1 PLUMBING @ TOPPING SLABS - LEVEL 4, TOWER B 3 21MAR08 25MAR08 �R-1 PLUMBING @ TOPPI 4-1600 R-I ELEC @ TOPPING SLABS - LEVEL 4, TOWER B 3 21MAR08 25MAR08 /�R-1 ELEC @ TOPPING SL --- TBL4-390 FORMIPLIFINISH TOPPING SLABS - LEVEL 4, TOWER B 7 27MAR08 01APR08 OFORM/PL/FINISH TOPPI TBL4-0610 FRAME/FUR121NG/SHEATH WALLS - LEVEL 4, TOWER B 10 22APR08 08MAY08 ��RAME/FURRING/S TBL4-0840 INSTALL EXTERIOR DOORS/WINDOWS - LVL 4, TOWER B 10 09MAY08 27MAY08 INSTALL EXTERI � � � i �r � � 3 � �, tt� k.��ss � ' 2 � �y�"°t � �- �' c � �� .,r� ' xs-� ��_.., ^.:. . �"�.c�.s�d.T.;�a i�; � . � ;: , ��:�::,. �� .e ��;� ��.� �`� �.�..; "� r'�a .�� . -�� ...,s", a �o��'%.��:.. .:. . . 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TBRL-0512 ERECT STRUCTURAL STEEL - ROOF, TOWER B 20 03MAR08 04APR08 �ERECT STRUCTURAL S TBRL-0610 INSTALL METAL ROOF - ROOF, TOWER B 15 07APR08 29APR08 �NSTALL METAL ROOF - ROOF, TOWER�% TBRL-0750 INSTALL INSULATION & ICEIWATER SHIELD - ROOF, TB 10 01MAY08 16MAY08 �INSTALL INSULATI TBRL-0620 INSTALL ROOF SIDWG/FASCIA - ROOF, TOWER B 10 19MAY08 03JUN08 NSTALL ROOF SIDING/FASCIA - ROOF, TOWEFj�� "TBRL-0758 INSTALL METAL ROOFING - ROOF, TOWER B 6 04JUN08 12JUN08 INSTALL METAL ROOFING - ROOF, TOWER� sneet a or -ib Ac#iv�ty 1D f TBRL-0755 L:: __ EXTEFtIOR TAA1-0440 TAA1-0620 TAA1-0760 TAA1-0660 TAA1-0880 TO �1-8888 T.w1-9990 TAA1-9995 � _..__,_ AF2EA 2 - 5O� TAA2-0440 TAA2-0620 TAA2-0760 ' 7AA2-0660 TAA2-0880 ' TAA2-8888 TAA2-9990 I; TAA2-9995 TAA3-0440 TAA3-0620 TAA3-0760 TAA3-0660 TAA3-0880 TAA3-8888 TAA3-9990 I TAA3-9995 Activity i INSTALL SHINGLES - ROOF, TOWER B INSTALL EXTERIOR STONE - AREA 1 INSTALL EXTER TRIM/SIDING - AREA 1 APPLY EXT EIFS - AREA 1 INSTALL RAILINGS/SUPPORTSIFASCIA - AREA 1 CLEANIPREP RANA DEFICIENCY LIST - AREA 1 COMPLETE RANA DEFICIENCY LIST - AREA 1 OWNER/A-E PREPARE PUNCHLIST - AREA 1 COMPLETE OWNER/A-E PUNCHLIST - AREA 1 INSTALL EXTERIOR STONE - AREA 2 INSTALL EXTER TRIM/SIDING - AREA 2 APPLY EXT EIFS - AREA 2 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 2 CLEAN/PREP RANA DEFICIENCY LIST - AREA 2 COMPLETE RANA DEFICIENCY LIST - AREA 2 OWNER/A-E PREPARE PUNCHLIST - AREA 2 I COMPLETE OWNER/A-E PUNCHLIST - AREA 2 INSTALL EXTERIOR STONE - AREA 3 INSTALL EXTER TRIMISIDING - AREA 3 APPLY.EXT EIFS - AREA 3 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 3 CLEAN/PREP RANA DEFICIENCY LIST - AREA 3 COMPLETE RANA DEFICIENCY LIST - AREA 3 OWNER/A-E PI�EPARE PUNCHLIST - AREA 3 COMPLETE OWNER/A-E PUNCHLIST - AREA 3 Orig Early Earty C3ur 3tark Finish 25 04JUN08 15JUL08 � 15 13MAR08 07APR08 10 16APR08 01MAY08 20 17APR08 20MAY08 10 02MAY08 19MAY08 3 22MAY08 27MAY08 5 28MAY08 03JUN08 2 04JUN08 05JUN08 10 06JUN08 20JUN08 15 08APR08 01MAY08 10 02MAY08 19MAY08 20 05MAY08 05JUN08 10 20MAY08 04JUN08 3 06JUN08 10JUN08 5 11JUN08 17JUN08 2 18JUN08 19JUN08 10 20JUN08 08JUL08 15 02MAY08 28MAY08 10 . 29MAY08 12JUN08 20 30MAY08 30JUN08 10 13JUN08 27JUN08 3 01JUL08 07JUL08 5 08JUL08 14JUL08 2 15JUL08 16JUL08 10 17JUL08 31JUL08 Sheet 10 of 16 0 F-r�-A�� --r�; �E�„�E��<i`i„�„� ��;'��;, INSTALLI LES - ROOF, INSTALL EXTERIOR'STONE - AREA��/ INSTALL EXTER TRIM/SIDING - AREA� APPLY EXT EIFS - AREA TALL'RAILINGSISUPPORTS/FASCIA - ARE� CLEAN/PREP RANA DEFICIENCY LIST - ARE� _ COMPLETE RANA DEFICIENCY LIST - ARE� OWNER/A-E PREPARE PUNCHLIST - ARE� COMPLETE'OWNERIA-E PUNCHLIST - ARE�J INSTALL'EXTERIOR STONE - AREAJ�,/ 'INSTALL EXTER TRIM/SID[NG: - AREA�/ APPLY EXt EIFS - AREA -; iNSTALL RAILINGS/SUPPORTSIFASCIA - ARE�% CLEAN/PREP RANA DEFICIENCY LIST -':ARE� COMPLETE RANA QEFICIENCY LIST - ARE� OWNER/A-E PREPARE PUNCHLIST - ARE� COMPLETE OWNER/A•E PUNCHLIST - ARE� INSTALL EXTERIOR STdNE' - AREALw,,/ INSTALL EXTER 7RIM/SIDING - AREA� APPLY EXT EIFS - AREA � INSTALL RAILINGS/SUPPORTSfFASCIA - ARE�] �7 CLEAN/PREP RANA DEFICIENCY LIST - ARE� _ _ COMPLETE RANA DEFICIENCY LIST - ARE� OWNER/A-E PREPARE PUNCHL15T - ARE/� COMPLETE OWNER/A-E PUNCHLIST - ARE� Ac#ivity 1L1 TBA40440 TBA4-0620 TBA4-0760 TBA4-0660 TBA4-0880 TBA4-8888 �--- TBA4-9990 �1-9995 lih EA 5 - NOf TBA5-0440 TBA5-0620 TBA5-0760 ' TBA5-0660 TBA5-0880 TBA5-8888 TBAS-9990 ' TBA5-9995 TBA6-0440 �6-0620 TBA6-0760 TBA6-0660 TBA6-0880 TBA6-8888 TBA6-9990 TBA6-9995 Activity Clescription INSTALL EXTERIOR STONE - AREA 4 INSTALL EXTER TRIM/SIDING - AREA 4 APPLY EXT EIFS - AREA 4 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 4 CLEAN/PREP RANA DEFICIENCY LIST - AREA 4 COMPLETE RANA DEFICIENCY LIST - AREA 4 OWNER/A-E PREPARE PUNCHLIST - AREA 4 I COMPLETE OWNER/A-E PUNCHLIST - AREA 4 ! INSTALL EXTERIOR STONE - AREA 5 I INSTALL EXTER TRIM/SIDING - AREA 5 I — _ j APPLY EXT EIFS - AREA 5 � INSTALL RAIUNGS/SUPPORTS/FASCIA - AREA 5 CLEANIPREP RANA DEFICIENCY LIST - AREA 5 I C MO PLETE RANA DEFICIENCY LIST - AREA 5 OWNER/A-E PREPARE PUNCHLIST - AREA 5 COMPLETE OWNER/A-E PUNCHLIST - AREA 5 INSTALL EXTERIOR STONE - AREA 6 INSTALL EXTER TRIM/SIDING - AREA 6 APPLY EXT EIFS - AREAB INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 6 CLEAN/PREP RANA DEFICIENCY LIST - AREA 6 COMPLETE RANA DEFICIENCY LIST - AREA 6 OWNERIA-E PREPARE PUNCHLIST - AREA 6 COMPLETE OWNERIA-E PUNCHLIST - AREA 6 � PGLP-1515 � R-I PLUMBING SYSTEMS - GARAGE �t3tig j Ear�y �3ur I start 15 29MAY08 19JUN08 10 20JUN08 08JUL08 20 23JUN08 25JUL08 10 10JUL08 24JUL08 3 28JUL08 30JUL08 5 31JUL08 06AUG08 2 07AUG08 08AUG08 10 11AUG08 25AUG08 �� 15 20JUN08 16JUL08 10 17JUL08 31JUL08 20 18JUL08 18AUG08 10 01AUG08 15AUG08 3 19AUG08 22AUG08 5 25AUG08 29AUG08 2 02SEP08 03SEP08 10 04SEP08 18SEP08 15 17JUL08 08AUG08 10 11AUG08 25AUG08 20 12AUG08 12SEP08 10 26AUG08 11SEP08 3 15SEP08 17SEP08 5 18SEP08 24SEP08 2 25SEP08 26SEP08 10 29SEP08 130CT08 5 �19FE608 �25FE608 Sheet 11 of 16 INStALL EXTERIOR STONE - AREA/�/ INSTALL EXTER TRIM/SIDING - AREA��% APPLY EXT EIFS - AREA INSTALL RAILINGS/SUPPORTS/FASCIA - ARE� CLEAN/PREP RANA DEFICIENCY LIST - ARE� _ _ _ COMPLETE RANA DEFICIENCY LIST - ARE� OWNER/A-E PREPARE PUNCHLIST - ARE '��, COMPLETE OWNERIA-E PUNCHLIST -ARE�% _ INSTALL EXTERIOR STONE - AREA IWSTAL'L EXTER TRIM/SIDING - ARE�% APPLY EXT EIFS - AREA (NSTALL'RAILINGS/SUPPORTS/FASCIA - ARE� CLEAN/PREP RANA DEFICIENCY UST - ARE/� COMPLETE r2ANA DEFICIENCY LIST - ARE�7 OWNERIA-E PREPARE PWNCHLIST - ARE� COMPLETE OWNER/A-E PUNCHLIST - ARE� INSTALL EXTERIOR STONE - AREA INSTALL EXTER'TRIM/SIDING -'AREA�% APPLY EXT EIFS - AREA INS7ALL RAtLINGS/SUPPORTS/FASCIA - ARE� CLEANIPREP RANA DEFICIENCY LIST - AREI� _ COMPLETE RANA DEFICIENCY LIST - ARE� OWNERIA-E PREPARE PUNCHLIS7 - ARE/� COMPLETE OWNER/A-E PUNCHLIST - ARE� R-I PLUMBING SYSTEMS - I Ac#ivity _ Activi#y Qrig Early Earty p A AA 299 A lb Description �ur Start finish i PGLP-1530 R-I/TRIM FIR� PROTECTION SYSTEMS - GARAGE 8 19FEB08 28FEB08 �R-IITRIM FIRE PROTECTIO ! PGLP-1520 I R-I EXHAUST SYSTEMS - GARAGE 10 19FEB08 03MAR08 R-I! EXHAUST SYSTEMS - GARAG� �— R-IITRIMOUT ELEC SYSTEMS - GARA�] PGLP-1610 � R-IITRIMOUT ELEC SYSTEMS - GARAGE 10 19FE608 03MAR08 -� - PGLP-0810 � INSTALL FRAMES/DOORS/HARDWARE - GARAGE 2 04MAR08 OSMAR08 �INSTALL FRAMES/DOORS/ PGLP-0990 PAINT TRAFFIC CONTROL STRIPING - GARAGE 3 06MAR08 10MAR08 �PAINT TRAFFIC CONTRO PGAL-8880 � CLEANIPREP RANA DEFICIENCY LIST- GARAGE 5 11MAR08 17MAR08 �CLEAN/PI�EP RANA DEFI PGAL-8888 COMPLETE RANA DEFICIENCY LIST - GARAGE 5 18MAR08 24MAR08 /� COMPLETE RANA DEFIC ' PGAL-9990 ' OWNER/A-E PREPARE PUNCHLIST - GARAGE 2 25MAR08 26MAR08 _ �OWNER/A-E PREPARE P ` P(=4L-9995 COMPLETE OWNER/A-E PUNCHLIST - GARAGE 10 27MAR08 09APR08 /� COMPLETE OWNER/A- . � x L BSY ANC3 �C3MMC3t� A�tEJ��a . , , . . �; �� ,� �, � �' �,' � �` ,� �,� � � �"��.., �� ;; r. . : ° � � '� �� .. ,. ��.�. . � , .., ��<�- � a•.�.�. �«, � ,... � . ._ .:�. � :.� ,.. , �, ;<��:. ��. _ , .. ,. � LOBB-0001 LOBBY AND COMMON AREA FINISHES 12 0 10APR08 210CT08 ��BBY AND COMMON AREA FINISH�� {� -- - EMPLOYEE UNIT FINISHE EMPL-0001 � EMPLOYEE UNIT FINISHES 100 05MAY08 140CT08 UN[T 'iQ1 - �RA�Ttt7NAL FE� #1 ' . ` , Y� `, 4 � �� , , � � , � � � n, s-� > ,� ; ; ., � . .z,.; .. ,�„ _.; :. � �., � ..� . � �. , _.« � � � -� , .�.__ �.�. �.�,._ �. _ , �:, _ .. ` U101-1500 R-I OVERHEAD MECH/PLUMBING - UNIT 101 8 19MAR08 28MARO8 -� OVERHEAD MECH/PLUMBING - UNIT 1Q� ' U101-1504 ROUGH-IN FIRE PROTECTION SYSTEM - UNIT 101 3 24MAR08 26MAR08 �ROUGH-IN FIRE PROTE U101-0607 FRAME BALANCE WALLS/CEILINGS/SOFFITS - UNIT 101 5 31MAR08 04APR08 �FRAME BALANCE WAL U101-1010 i INSTALL FIREPLACE INSERTS - UNIT 101 1 03APR08 03APR08 �NSTALL FIREPLACE INSERTS - UNIT 1� U101-1516 ROUGH-IN PLUMBING @ WALLS - UNIT 101 7 07APR08 15APR08 ROUGH-IN PLUMBING @ WALLS - UNIT 1Q� U101-1613 ROUGH-IN ELECTRICAL SYSTEMS - UNIT 101 8 07APR08 16APR08 ROUGH-IN ELECTRICAL SYSTEMS - UNIT 1� U�01-0119 INSPECTIONSIPRE DRY-WALL SIGNOFF - UNIT 101 3 17APR08 21APR08 �INSPECTIONS/PRE D 1..�1-0922 INSULATEIHANG DRYWALL - UNIT 101 6 22APR08 29APR08 INSULATE/HANG DRYWALL - UNIT 1Q� U101-0925 TAPE/FINISH DRYWALL - UNIT 101 8 30APR08 09MAY08 TAPE/FINISH DRYWALL - UNIT 1� U101-0931 INSTALL FLOORING - UNIT 101 10 12MAY08 23MAY08 INSTALL FLOORING - UNIT 10� U101-0633 INSTALL CABINETSIINTERIOR WOODWORK - UNIT 101 15 27MAY08 16JUN08 �✓ INSTALL CABIN U101-0834 HANG WOOD DOORS/HARDWARE - UNIT 101 3 29MAY08 02JUN08 HANG WOOID DOORS/HARDWARE - UNIT 1� U101-0740 APPLY FINISH ON WALLS/CEILING- UNIT 101 6 17JUN08 24JUN08 APPLY FINISH ON WALLS/CEILING- UNIT 1Q� U101-1046 INSTALL SHOWER ENCLOSURES - UNIT 101 2 25JUN08 26JUN08 'INSTALL SMOWER ENCLOSURES - UNIT 1� � TRIM-OUT FIRE PROTECT SYSTEMS -' UNIT 1Q� U101-1549 TRIM-OUT FIRE PROTECT SYSTEMS - UNIT 101 2 25JUN08 26JUN08 _ U101-1652 ITRIM-OUT ELECTRICAL/LIGHT FIXTURES - UNIT 101 5 25JUN08 01JUL08 TRIM-QUT ELECTRICALILIGHT FIXTURES - UNIT 1� U101-1055 WSTALL TOILET ACCESSORIES - UNIT 101 2 27JUN08 30JUN08 INSTALL TOILET ACCESSORI�S - UNIT'1Q,� Sheet 12 of 16 Activity 11� U101-0637 U101-1543 U101-1161 U101-1555 U101-0964 U101-0967 U101-8880 U101-8888 U''^1-9990 Uiv1-9995 lihil'f 1U2 - �I U102-MP01 U102-FIN1 U103-MP01 U103-MFIN1 UiVIT 104 - SNI U104-MP01 U104-FIN1 U105-MP01 5-FIN1 U201-MP01 U201-FIN1 U202-MP01 U202-FIN1 Activity O�ig , - Eariy Early ; DesCription t}ur Start Finish , INSTALL COUNTERTOPS/BACKSPLASH - UNIT 101 5 01JUL08 08JUL08 TRIM-OUT MECH/PLUMB SYSTEMS - UNIT 101 3 09JUL08 11JUL08 INSTALL RESIDENTIAL APPLIANCES - UNIT 101 1 14JUL08 14JUL08 INSTALL PLUMBING FIXTURES - UNIT 101 4 14JUL08 17JUL08 INSTALL BASE/WOOD FLOORS - UNIT 101 10 14JUL08 25JUL08 LAY CARPET - UNIT 101 6 18JUL08 25JUL08 CLEANUPIPREPARE RAN PUNCHLIST - UNIT 101 8 28JUL08 06AUG08 � COMPLETE RAN PUNCHLIST ITEMS - UNIT 101 10 07AUG08 20AUG08 PREPARE OWNER/A-E PUNCHLIST - UNIT 101 2 21AUG08 22AUG08 COMPLETE OWNERIA-E PUNCHLIST - UNIT 101 12 25AUG08 10SEP08 � HVAC/PLUMBING ROUGH-INS - UNIT 102 INTERIOR BUILDOUT - UNIT 102 HVACIPLUMBING ROUGH-INS - UNIT 103 INTERIOR BUtLDOUT - UNIT 103 HVAC/PLUMBING ROUGH-INS - UNIT 104 INTERIOR BUILDOUT - UNIT 104 HVAC/PLUMBING ROUGH-INS - UNIT 106 INTERIOR BUILDOUT - UNIT 106 HVAC/PLUMBING ROUGH-INS - UNIT 201 INTERIOR BUILDOUT - UNIT 201 HVAC/PLUMBING ROUGH-INS - UNIT 202 INTERIOR BUILDOUT - UNIT 202 U203-MP01 I HVACIPLUMBING ROUGH-INS - UNIT 203 U203-FIN1 INTERIOR BUILDOUT - UNIT 203 22 02APR08 01MAY08 100 02MAY08 23SEP08 22 11 FEB08 11 MAR08 100 12MAR08 31JUL08 INSTALL COUNTERT�OPSIBACKSPLASH - UNIT 1� TRIM-OUT MECH/PLUMB SYSTEMS' - UNIT 1��, INSTALL RESIDENTIAL APPLIANCES - UNIT 1� INSTALL PLUMBING FIXTURES - UNIT 1Q� INSTALL BASEIWOOD' FLOORS - UNIT 1� - LAY'CARPET'- UNIT 10 �'�, CLEANUPIPREPARE RAN PUNCHLIST - UNIT' 1� COMPLEtE RAN PUNCHLIST ITEMS - UNIT 1Q�% PREPARE OWNERIA-E PUNCHLIST - UNIT 1� COMPLETE OWNERIA-E PUNCHLIST - UNIT 1� HVAC/PLUMBING ROUGH-INS - UNIT 1 / INTERIOR BUILDOUT - UNIT 10 �� : "�% AC/PLUMBING ROUGH-INS - UNIT 1Q'*;/ INTERIOR BUILDOUT - UNIT 10: ,.. ..,. ,._._: .. .W:. .. _ .._.�,_—. 22 25FEB08 25MAR08 HVACIPLUMBING ROUGH-INS - UNIT 1< 100 26MAR08 14AUG08 INTERIOR BUILDOUT - UNIT 10/ °�� 25 10MAR08 11APR08 i10 14APR08 17SEP08 22 16APR08 15MAY08 100 16MAY08 070CT08 22 23APR08 22MAY08 100 23MAY08 140CT08 22 30APR08 � 30MAY08 100 02JUN08 210CT08 Sheet 13 of 16 HVACIPLUMBING ROUGH-INS - UNIT 1q�/ INTERIOR BWILDOUT - UNIT 10 ''' HVAC/PLUMBING ROUGH-1NS - UNIT 2 INTERIOR BUILDQUT - UNIT 20 !,�� J'.. �� HVACIPLUMBING ROUGH-INS - UN�T 2 INTERIOR BUILDOUT - UNiT 20f� t•. �E� HVACIPLUMBING ROUGH-INS - UNIT 2 INTERIOR BUILDOUT - UNIT 20 �° Activity Activity Ip DesCriptic U204-MP01 � HVACIPLUMBING ROUGH-INS - UNIT 204 U204FIN1 I INTERIOR BUILDOUT - UNIT 204 U205-MP01 I HVAC/PLUMBING ROUGH-INS - UNIT 205 U205-FIN1 � INTERIOR BUILDOUT - UNIT 205 U301-MP01 I HVAC/PLUMBING ROUGH-INS - UNIT 301 U301-FIN1 INTERIOR BUILDOUT - UNIT 301 t 302`. FFiA�T[i,�NAL �EE �7 U302-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 302 U302-FIN1 INTERIOR BUILDOUT - UNIT 302 I __ UIVt'C 303 - 4NhIOLI.Y C3WN�Ct #2 U303-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 303 U303-FIN1 INTERIOR BUILDOUT - UNIT 303 — - �.. UNtT 304 - WHOLI.Y C?WNECi #4 U304-MP01 HVACIPLUMBING ROUGH-INS - UNIT 304 U304-FIN1 INTERIOR BUILDOUT - UNIT 304 tJNfi 305 - WHOLI.Y C?WNEC} �3 ' ° U305-MP01 HVACIPLUMBING ROUGH-INS - UNIT 305 ` U305-FIN1 � INTERIOR BUILDOUT - UNIT 305 U401-MP01 HVACIPLUMBING ROUGH-INS - UNIT 401 U401-FIN1 INTERIOR BUILDOUT - UNIT 401 U402-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 402 U402-FIN1 INTERIOR BUILDOUT - UNIT 402 U403-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 403 U403-FIN1 INTERIOR BUILDOUT - UNIT 403 . Q�ig EaMy Early � o � , A t C}ur Start Fm�sh �� ,. � 25 5 24MAR08 25 � � ' ' � � �� ..>� $. , . _ , � ; ..: `� �� ` . ,.. .. W<. . �� ,�, :. - �, ,� APRO8 HVAC/PLUMBING ROUGH-INS - UNIT 2Q�� 110 28APR08 010CT08 INTERIOR BUILDOUT - UNIT 20 >• � 30 31 MAR08 09MAY08 120 12MAY08 290CT08 22 07MAY08 06JUN08 100 09JUN08 280CT08 22 14MAY08 13JUN08 100 16JUN08 04NOV08 22 27MAY08 20JUN08 100 23JUN08 11NOV08 25 I07APR08 09MAY08 110 12MAY08 150CT08 30 14APR08 23MAY08 120 27MAY08 12NOV08 22 29MAY08 27JUN08 100 30JUN08 18NOV08 22 05JUN08 07JUL08 100 08JUL08 25NOV08 30 21APR08 02JUN08 125 03JUN08 26NOV08 Sheet 14 of 16 HVAC/PLUMBING ROUGW-INS - UNIT 2q�/ INTERIOR BUILDOUT - UNIT 20 ;d, �� WVACIPLUMBING ROUGH-INS - UNIT 3 INTERIOR BUILDOUT - UNI7 30 ��i� HVAC/PLUMBINGROUGH-MS - UNIT 3 FNTERIOR BUILDOUT - UNIT 30 �:. •� �. HVAC/PLUMBING ROUGH'-1NS - UNIT 3 I INTER�OR BUILDOUT - UN[T 30��?" p=�� HVACIPLUMBING ROUGH-INS - UNIT 3q� INTERIOR BUIL�OUT - UNIT 30 ��+< ��• � MBING ROUGH-INS - UNIT 3�},/ I INTERIOR BUILDOUT - UNIT 30 t� " HVAC/PLU:MBING ROUGH-INS - UNIT 4 / INTERIOR BUILDOUT - UNIT 40 ^a��'� AC/PLUMBING ROUGH-INS - UNt7 ACIPLUMBING ROUGH-INS - UNIT 4(�` INTERIOR BUILDOUT - UNIT Activity !D HARDSCAP6/LANDSCAPE Activity � Cl�ig � Larly � ��Y �scri�rtion Dur Start Finish GCYSW-1611 I ROUGH-IN SITE ELEC - SITE GCYSW-0259 FORM/PL LIGHT POLE BASES - SITE GCSW-0206 FINE GRADE FOR HARD/LANDSCAPE - SITE GCYSW-0208 PREPARE SUBGRADE FOR CONC PAVING - SITE GCSW-0291 INSTALL IRRIGATION SLEEVES - SITE ' GCSW-1500 INSTALL HEAT TUBE FOR HEATED DRIVEWAY - SITE GCSW-0251 FORM/PLIFINISH SITE CONC - SITE ��W-0255 � PLACE CONCRETE PAVING - SITE GCSW-0293 INSTALL IRRIGATION SYSTEMS - SITE GCSW-0295 � INSTALL LANDSCAPING ITEMS - SITE SWAA-8880 CLEAN UP/PREP RAN PUNCHLIST - SITEWORK SWAA-8888 COMPLETE RAN PUNCHLIST - SITEWORK ` SWAA-9990 �PREPARE OWNER/A-E PUNCHLIST - SITEWORK SWAA-9995 I COMPLETE A-E PUNCHLIST ITEMS - SITEWORK PNGL-0724 � APPLY WATERPROOFITEST - COURTYARD ABOVE GARAGE CYSW-0330 POUR PROTECTION SLAB - COURTYARD �"SW-1611 ROUGH-IN SITE ELEC - COURTYARD CYSW-0291 INSTALL IRRIGATION SLEEVES - COURTYARD CYSW-0251 FORMIPLIFINISH SITE STAMPED CONC - COURTYARD CYSW-0293 INSTALL IRRIGATION SYSTEMS - COURTYARD CYSW-0295 INSTALL LANDSCAPING ITEMS - COURTYARD �� CYSW-1305 GUNITE POOUSPAS - COURTYARD CYSW-1306 INSTALL POOL EQUIP/PIPING - COURTYARD CYSW-1613 PULUTERM ELEC TO POOL EQUIP - COURTYARD CYSW-1390 I INSTALL POOL TILE - COURTYARD CYSW-0325 �APPLY CONC SEALANT @ POOL DECK - COURTYARD 5 21APR08 28APR08 3 24APR08 28APR08 3 29APR08 02MAY08 5 05MAY08 12MAY08 8 05MAY08 16MAY08 5 13MAY08 20MAY08 4 19MAY08 27MAY08 2 22MAY08 27MAY08 2 28MAY08 29MAY08 10 30MAY08 13JUN08 2 OSOCT08 090CT08 2 100CT08 130CT08 2 140CT08 160CT08 8 170CT08 300CT08 5 07AUG08 13AUG08 3 14AUG08 18AUG08 5 19AUG08 25AUG08 2 26AUG08 28AUG08 5 15SEP08 1.9SEP08 5 22SEP08 29SEP08 5 26SEP08 030CT08 15 19AUG08 12SEP08 5 15SEP08 19SEP08 3 22SEP08 25SEP08 4 22SEP08 26SEP08 5 22SEP08 29SEP08 Sheet 15 of 16 �nn� I)iii£.lia� 4ii�Y�iiiiiiiitn.ltii�i; ROUGH-IN SITE ELEC - SIT� FORM/PL LIGHT POLE BASES - SIT� FINE GRADE FOR HARD/LANDSCAPE - SI� :PARE SUBGRADE FOR CONC PAVING - SI� INSTALL IRRIGATION SLEEVES - SIT� /�INSTALL HEAT TU FORM/PL/FINISH SITE CONC -SIT� PLACE CONCRETE PAVING - SIT� INSTALI. IRRIGATION SYSTEMS - SIT}� INSTALL LANDSCAPING ITEMS - SIT� CLEAN' UPIPREP RAN PUNCHLIST - SITEWOF� COMPLETE RAN PUNCHLIST - SITEWOF� PREPARE' OWNER/A-E PUNCHLIST - SITEWOI� COMP4E7E A-E PUNCHLIST ITEMS - SITEWOI� — `, APPLY POUR PROTECTION SLAB , COURTYA� ROUGH-IN'SITE ELEC - COURTYAR,1� INSTALL IRRIGATION SLEEVES - COURTYAI� FORM/PL/FINISH SITE STAMPED CONC- GOURTYAI� _ _. INSTALL IRRIGATION SYSTEMS - COUR'CYA� INSTALL LANDSCAPING 1TEMS - COURTYAI� GUNITE POOL/SPAS � COURTYA INSTALL POOL EQUIP/PIPING - COURTYAF� PULL/TERM ELECTO POOI. EQUIP - COURTYAI� INSTALL POOL TILE - COURTYA� APPLY CONC SEQLANT @ POOL DECK - COURTYA� ` �'O °� SUBMITTAL ITE. �/ � � � The WiIIOWS Date: 05/14I200 BUILDING MOUNTAIN RESORT COMMUNITIES Project No: 39-07-00 Page:1 of 1 NO. S02240-1-005 PACKAGE NO: S02240-1 TITLE: Right of Way Fence Permit REQUIRED START: 05/14(2007 REQUIRED FINISH: 05/18/2007 DRAWING: DAYS HELD: 0 STATUS: NEW DAYS ELAPSED: 3 BIC: TOV DAYS OVERDUE: -4 RECEIVED FROM SENT TO RETURNED BY FORWARDED TO TOV JM TOV JM Revision Drawing No. Description / Remarks Received Sent Returned Forwarded StatusSepia�'rints Date Held Elapsed 001 Right of Wa�Fence Permit 5/11/2007 5/14/2007 NEW 0 0 0 3 Attached: Application for Right of Way Use-Street cut Permit Construction Fencing Plan C003 fencing drawing Construction Schedule f� (� (� � d � � D LS MAY 1 � 200T TOVVN �� L y � � � ,_ R.A. Nelson 8� Associates, Inc. Rev. Date: 01/23/07 51 Eagle Road #2 / P.O Drawer 5400 / Avon, Colorado / 81620 / 970.949.5152 / Fax 970.949.4379 Form: f_sb_01m MUST BE SUBM1 I"TED MIN 3 BUSINESS DAYS PRIOR TO PERMIT ISSUANCE APPLICATION FOR RIGHT OF WAY USE-STREET CUT PERMIT PRJ#: • Town of Vail PW#: Public Works Dept Parcel#: o�i4lO$o7(%00/ —a/O/��''� /9(�Q 1309ElkhomDr Bidg Permit #: B - Vail, CO 81657 WARNING:. Inclusion of false informafion in this permit application establishes an automatic deniat for a Right of Way Use- StrEet Cut Permit and forfeiture of application fees. By signing this permit, the applicant declares he/she has read all contents of this document, Town of Vaii Roadway Standards and chapters ofTitle 8— Public Ways and Property, of the Vail Municipal Code and is fully a�vare of its requirements and agrees to pay all applicable fees. Application Fee: $50.00 . Company Campany Name: 1�� (��,�,�� Phone: . �� 9'�5%�5ni CompanyAddress: .5/ �AGI�.�/;.L� P.b�fJQU/��U Contractor License Number: � / 70 "R - ContactName: ��U�. �URQ��G� ROW Use Location: 7� W City/State/ z�p: AUo� co. $I�aC� Emai(:. .�Pau�ic�E C �AnE4SOn: cc�r�. Contact 'I `" . Phoue: `7 7 �' im d�i%`�::.,.. ,. .:r, � .�.. - �. � . ... ,1`,:'','wS,. � "".. Requested ROW ',=�.-,�_'"' _:Requested �`"�`>:�°•�� , ` ` t.:; Use Dates: i�i. (�`'�i O% to �%Q`�l`'��i �:Work Times: � '`�`' - .�:.,,. � . , , 4! -•" �Purpose for Request: Street Cut Dimension (if appl'tcable): ,.;" ❑ Underground Utility Installation ;:=� • . ' ' '" ❑ Landscaping Length: "` � ❑ Temp Site Access . � . `'` ❑ Construction Staging _ _ Width (min 4'): ,--i's'��`;; ❑ Roadway Construction . • :. ,°� � . � s = ❑ Other (explain): 5�'7� CCi�i''�` ;�"�C�.�...,; Total.Square.Footage: : N Sa i. : ' -,:;, ,e""°�,:':w Requested ROW Use: ;; :. -::::. ::�:.;f,�;;:.,�`;;_;.. `r;:, :ri;� ;�;�. ❑ Single Lane Closure — Ift of closure�(including,taper) • ``;..'r;:. ,i' ❑ Two Lane Closure — lft of closure (including taper) ` - ' �-`-`�� '� ❑ Three Lane Closure. — lft of closure (including taper) -- - � SidewallJBike Path'�-'lft of closure •' � - '�':: Other (explain): - .�/7L. CC�/i57'` ��Y1G� . ., : ....,.; .... ,. ;. -r 1.. �° Applicant shall submit a traffic control plan; and work site/staging plan with this application. Traffic Control Plan sha11 be in compliance with the MUTCD and shall show str.eets with names, adjacent intersections, advanced warning signage, taper lengths, buffer space and work zone dimensions. Nofu!! .rr'ree� clasures are a!lo�ved - 2. Applicant must contact Public Works Dep�rtment at 4i9-2198 24 hours prior to commencing of work. Failure to notify the Town �vill result in forfeiture of bond money. 3. Applicant is responsible for obtaining appr.ovals from all utility companies having an existing utility line within the project site, applicant has option of routing application through the Public Works office to obtain the necessary Town of Vail signatures. Please allow up to one week to process. Xcel Enery (800-922-1987) Qwest (800-92.2-1957) Comcast (800-922-1987) Holy Cross Electric (800-922-]987) �agle River Water & Sanitation District (970-477-�453) Town of Vai] Electric (970-=479 21 �8) To�m of Vail Inigation (970-479-2158) I�� bUR(310�� Print Applicant Name � Applicant Signature F:\cdev\FORM S\Permi ts\Publ i c.W orks\row_appl i cation_? 006. doc Date � WILLQWS CONSTRt1CTI(JN FENCING PLAN - Attached you will find the RA Nelson Construction fencing plan for the Willows project at 74 �Villows Road in Vail Colorado. RA Nelson will install and maintain a 6' construction fence with green screening attached throughout. Do to the confined site RA Nelson is submitting a ROW Request for the North and South sides of the project as shown on the fencing plan. RA Nelson will install and maintain site access gates on the north side of the project with the proper traffic control measures put in place during the construction hours. Site access gates will be constructed to swing into the project. If you should have any questions or comments regarding this plan please contact Paul Burbidge at 471-6047. Regards: Paul Burbidge 4-15-07 _ _ _ �, _ ._ ��¢.«can _ __ _ - - wa�rfar-n � �� E_- - �_., -- M.�....,�.,F.� a^ � yf��qA�� ". _ — F 1uIL5 ¢� I .sI' �� __ — ---------_ __ N o�m ..� ..� _. — 'e.�.: _ - " +wro.m,cw >rxi: " .. =, -, - . ._ _-,..m.. .. =w.=n. - �,v:..f_� - ��' - � oT u/ mxe m x�smuciwr� � —� , �F� � �...... / 1''I � � ��. , �' ,i, � • �'�lr,t ' i i,'{1?� -i`� �:: 1 I. ��(ma. RIVA RIDGE j� �i ° SOUI'Fi �'� �— i' ��i i ��"�° .�"�' ,� i i; i 1, � I' c � I, js / 'dc •� !� � � / . �, �� h�,�. \ `'` ' � i_" i i a i �=1¢c1 � �-_-� I o I �L..oq � �Re �i i i �� °"".„,:� i �3 � �� r-� i 1 o I I �mp.yL_ �wuS1f -- r--� r---� 1 I I I I I I o I I o I I o I �mu.a1; Lmn.i j p� tmrc.� xc sm�cnm.V � THIS PIAN IS NOT FOR STRUCTURAL � �A,`„�,,,`a°� �„�„„,,,„,�,,,,,„�,3��,,,,,,�, TRIUMPH I INFORMATION. REFER TO STRUCTURAL °"""""°""""°""° '"� .:�� `��,,��. DEVELOVMENT PLANS FOR STRUCTURAL INFORMAl10N. ��'�^°��'"°' m aµ B 50Y2 DP516X L'^ = 1 O' N RA¢ VNtli 91GYlo wnWsl ��ixuF�sWRS la lo �.. ROqp ,��:. .,az., sw, ,� .nEp � e. ow. �°� �na m� w� s�.LL ec isam m H«. �uhaw�.. ,m�ro� - 1`wiin'nan.v<iK�.f�• DBU�FOi10lk.ONGPHiA9T �41Rwucmx.s � - -JT ' - �cfuxmws.ssao�m"n,�,o'�n�s�m�u eies � xma�r. � �- �ro .., _ .�.,.. .wr �covsmuenax on m.nwc �oe rc r �n sx.w. ae mmow�im wn. +'�'� � _ ' � �___� .__r I L_-_T 1 _� I � I I �� I � . . � I I ' 1 i , !, i i� I i i ; i i � ' i i :�...—.:,:.�-: i i ::-.�::::..—.w..:. i i i `--s°°'- � i i -- L'_'La'H.1___J / r--�' ,.�9� I I i___ii___j � e � � e I I e I 1 1 I 1 � L•'�T�1iiL'!�n1i � L�_��J � �BIS11f M�SVIL�xIe4n. ID eE�� (��Y �. � '�"� h � � ,� � -- � I' e ��,_�,.,�...��.... i . � i _ �� _ ��„ �,.�-_._-_,_..-_ I.� �- - ' i�i '_ �"�— - `� �� ar^�°�e �`��. TM^�i°",.:,�� w,..��°�'""�,u �" �.� �TM � a� � �n �, �s� rc waa ro ENGMEERING INC '_i6 "___ �s.,.._ �•..s.,,.� ran�rs f� an m� cs ua �ovean ro ee wsrwm u�o uwir�xm �� ru ,� ..'�," ' pd ��-� � `G. � _ vunu c ax�r xvm ra smuciuwi nw�s ran .u� muxo�� AftCHITECTURE. � � t� . �� n�. � PLANNING. � r_� �. � ° ro eE nfaw�5.9 �Pw Uxoin ui malms anBS a�yx so�ms INIERIOR OESIGN ,� �-=p�� ? M M� cr m m San Francisco � q• I . rucm ml�resati o�x �r wo�m wm�m sms�Wm s u ofrs e i. s a�v � Y_�'.., . .. � ' '."��,� � ��.°�w"E"�m �, �. j , �--.��, v _ :W,�a� ��':n _ ��,��,a.��s� do':F2�s� . i i o'� i - - :�t�.:-H„�.. � - - �' �'�`�"�a".;��" So�;��;a� I I'� I -J � � .w.�o.. ii,a nWei.c �: i_n�»�.: sw� mrin ro smu`crv�wv r.w s�� Mm �L�?1., I ' �: I a v� m aewaiu[�� nwisMnc�cm°�owuxr� ��5 m"Sio isn.,. - �� / p �n m e[ rvnvwuur warnm. �arwm. um .. ao .sx ttwem�ueAON ro wsq¢ m�i ixfr urc ru�c�wxwo vxovE%v. faAwn;OfFCe3� r �o aa, � �r«n� ,., :+i� _ .. . �. i/ i r�«on � �mK�i�e.. s �.�,. � � .A� ro �� M� � n.��,. �!� -a I ,I I I . osu me a sa� wo .. • •' wmo r�[ wu L__�J 'I a 1 ° oxu ox�wn wno°: . .�� uauwe .nwn mwu� *m� ur e.a ame I I"" .,y: �s xr ¢orew m rxowe caxsmucmx �x ia uaurav mc rvnEUwr.nuv rc mon _..� L__ 'J . wma�m. ua ro vunvr nu. � nccawvxwn'wwnawio mn nw m�auoon :`��o a o x. w a. , wmc mc � a o a �, � w. ..wr consnwm. x rm � u n av cansmuev .cnu�s ""10� .0 mn rux ..s a�vn ax � wuxw�wx eun rnmmm ar wu mauuiw exoxuns w� "'' • � �.•• ean.c w.u„c .wwrar ia mo�. use� m swmuxu suxs rm u. muxwnw� xraw�nan. °o 0 .: �": is. � cum•cmx s�w oe� u1 Errccv�c uEwi,maw rux wx ww .oew•h s�uEx• u 0�`o i___________, . �.. caxmu caxnxucnax ar awaxo .ro r u. ��T�� o 0 i i 44 WILLOW '°, ��.� � .,�, � Aa.-�-�. �.. �� .�, �� ,n � f`� 3� i � i PLACE P = i --i �M�> � : �' I + HTORMWATER M/WApE1�9�9�IT BEOUENpN13� I u I � �. �^N�vwunen svWm nawma oEw[s 4E s�t fFxa. nrauan caxsmurnx .� I t' - 1 auaxcrw�. rau n L__-(a=1___ . �"�'�'J awraxo. saxm�nrn dc.v.iwx. un sronu�¢ cavswmiwx. r-. ,ro i i k" r,ir �� ,� w� �,� � ��> i �� ."_; ° ��,a � aw o.w .��,� ��m ��°'�s � a�zb�s: i _: {, � . � � - ..,,. � � ; � _ - -c :�:� �_� :m�r <onmo� o�.�as oc »ac. �orz<�w.v� u om n..� m.n.a rux. _ r--- ""* i . „n - . - - `ew;r � �m..m � i _ .,�a xan�c smui. cwmas, __ m sc. "` ii I i ., � '..�4• -�.x , : _.. __ .. _ ; �N'r e . os-��-w eu�w�.xc rm.nt � i �� / � � ,;� \�. � I ��,� IIyp � I�i / �F I T' �':._ � ` I;S� � _ � 1 �� _._ _=_ � �i6L____ I � w / � E�„ . L� l: .. - �� _ _ � r—Ew / � --- � c i.mr. .� 6'fE�1 �'� �nv H••• .-•�±' .: sc��,.,�.;.� ,'r � .w .� n. ,"_ A+„ i ��. �\�� I c. � e,, fi. i,w �,.i��a�nn�'- e,. _� fy x. '"'�� , , �� y� � •'° WILLOW RC'SAD.� `" � .. � � \ � • w°E. mc ,� rvwncw�w,� �* �„ � �v 'I /�y� � ti,�.'\ � — —�—�— — —EF.—�_ «—a —�—E.—�J��j�� .. . _,. _ _ °`°.�� _<�� ..,. . / ;.71 Tr i � Fj— ., � €� - � ��,;- �� /.- ',.,,u,._ - /�• .�= � � .�.., „ � I � � j� � � /% �� +�, ��c � .�" � /��EOj� �� -�� z ,.? d j `FC / 6 "� � � �� _ 6 y e i :-.`�+ S ,� � 1 � �,:� : e � �°�� .'�� . -. /��j - _ �-„i��.._ �a,.�, I -°�:.rsTY,.,,.�.� �:�' ="-�.�-.��^,..� �° o.a ��y rn�: ' p'= mr INITIAL w GRADING � � �:�s PLAN �—�, �� oata: rvov. as. zoos Propct No� 2]2JO.ao S�iwc �[ . Orown by JEC hwwun s�mx�¢ w�u sn'rtY tymeiv ewqE�prtv) CM1eckeA Ey. JEC, NAN reura,rm a�awo .ru sKR„ (�o�. m, .N�s m is e�as� 5h�e�� wrwun vanno w+� srsro1l�ur wrno n� oe�.�,w. u,.w�o .�«. ss�, w�,a�. �o � � O O� o �� A I Ae;tivity - � -----ID -- - —__ PRC}JECTMlLESTON�S/KEY �ATES AAAA-0000 XXOA-0100 XXOA-0105 XXOA-0110 I ZZZZ-9999 Activity � Qe�g � �arly � �ariy sscription Dur Start Finish START NETWORK ANALYSIS (start milestone) OVERALL PROJECT DURATION IN CAL DAYS (hammock) ABATEMENT AND DEMOLITION DURATION BUILDING CONSTRUCTION DURATION PROJECT COMPLETE (finish milestone) AAOW-NTP1 OWNER ISSUE PARTIAL NTP TO RANA 'XOW-ES01 END OF SKI SEASON AAOW-M001 OWNER MOVE OUT AAOW-0001 TSIGN CONTRACT WITH RANA —r— XXOW-BC01 I LAST DAY FOR BUYER CHANGES PCRA-DM01 BEGIN DECONSTRUCTION OF EXISTING BUILDING PCRA-SH01 BEGIN SHORING AND EXCAVATION OF SITE 7777-9998 SITEWORK COMPLETE (finish milestone) AATA-0320 ` AATA-0510 XXTA-0510 'A-0750 ' XXTA-9997 XXTA-9900 ` XXTA-9901 XXTA-9902 XXTA-9903 Start Date Finish Date Data Date Run Date BEGIN PRE-CAST ERECTION - TOWER A BEGIN STRUCTURAL STEEL ERECTION - TOWER A COMPLETE STRUCTURAL STEEL ERECTION - TOWER A BUILDING ROOF DRIED-IN - TOWER A EXTERIOR COMPLETE - TOWER A FIRST LEVEL UNITS COMPLETE - TOWER A SECOND LEVEL UNITS COMPLETE - TOWER A THIRD LEVEL UNITS COMPLETE - TOWER A FOURTH LEVEL UNITS COMP�ETE - TOWER A 01 JAN07 w�oa �ti �k Early Bar 26NOV08' — I Progress Bar 01JAN07 13MAR07 17:10 Critical Activity O Primavera Systems, Inc. 0 01JAN07 696" 01JAN07 26NOV08 52* 24APR07 14JUN07 484* 01AUG07 26NOV08 0 26NOV08 0 15JAN07" 0 15APR07* 15 16APR07 17APR07 4 18APR07 23APR07 0 20DEC07. 0 22MAY07 0 01AUG07 0 300CT08 0 160CT07 � 0 07DEC07 0 13MAR08 0 24APR08 0 31JUL08 0 17SEP08 0 290CT08 0 12NOV08 0 26NOV08 THE WILLOWS }IIII41tE.1 'ART':NETWORK ANALYSIS (start milestone) nas �%ABATEMENT AND DEMOLITION DURATION PROJECT COMPLETE (finish mi :R FSSUE'. PAR7IAL N7P TO RANA ♦END �F SKI SEASON: �OWNER MOVE OUT �SIGN' CONT'RACT WITH RANA .LAST DAY FOR B'UYER C Sheet 1 of 16 R.A. NELSON & ASSOCIATES PRELIMINARY SCHEDULE BEGIN DECONSTRUCTION OF EXISTING BUILDING �BEGIN SHORING AND'EXCAVATION OF SITE SCTEWORK COMPLETE (finish mileston ♦BEGIN P}2E-CAST ERECTION - TOWER �BEGIN STRUCTURAL STEEL'EREC ♦COMPLETE STRUCTURA BUILDING ROOF DRIED-IN - TOWER* EXTERIOR COMPLETE - TOWER * _ __.:.._ ,_ _ FIRST LEVEL UNITS COMPLETE - TOWER�t SECOND I:EVEL UNITS COMPLETE - TOWE , THIRD LEVEL UNITS COMPLETE - TOWER� FOURTH LEVEL UNITS COMPLETE - TOWE Date SION 2 Rcfivity iD AATB-0320 AATB-0510 XXTB-0510 XXTB-0750 XXTB-9900 XXTB-9997 XXTB-9901 XXTB-9902 KTB-9903 Activi#y � Ot�g � Eariy Earty escription L}ur Start Finish BEGIN PRE-CAST ERECTION - TOWER B BEGIN STRUCTURAL STEEL ERECTION - TOWER B COMPLETE STRUCTURAL STEEL ERECTION - TOWER B BUILDING ROOF DRIED-IN - TOWER B FIRST LEVEL UNITS COMPLETE - TOWER B EXTERIOR COMPLETE - TOWER B SECOND LEVEL UNITS COMPLETE - TOWER B THIRD LEVEL UNITS COMPLETE - TOWER B FOURTH LEVEL UNITS COMPLETE - TOWER B PCMT-DRB3 DRB MEETING (#3) PCMT-TOV1 MEET WITH TOV (TOV OFFiCES) PCMT-TOV2 MEET WITH TOV TO REVIEW DWGS/CODE iSSUES PCMT-TOV3 MEET WITH TOV TO REVIEW DWGS/CODE ISSUES 'RECONSTf2UCTfOtV ACTtV1TIES PCDE-CD01 ISSUE FLOOR PLAN BACKGROUNDS TO ALL SUBS (FTP) PCDE-CD02 ISSUE FINAL FOUNDATION PLAN (TOW - SHOR/PRECAST) PCDE-CD04 ISSUE PROGRESS SET TO RDA & RANA (STOP & PRINT) )E-CD07 ISSUE FINAL BACKGROUNDS TO ALL SUBS (FTP) PCDE-CD10 FINAL CONSTRUCTION DOCUMENTS COMPLETE PCAB-PE06 PCAB-PE03 PCAB-PE04 PCAB-PE01 PCAB-PE05 PCAB-PE02 BID AND SELECT ABATEMENT CONTRACTOR NTP TO ABATEMENT CONTRACTOR DEVELOP ABATEMENT PLAN SUBMIT FOR ABATEMENT PERMIT STATE OF CO AND TOV REVIEW OF ABATEMENT PLAN I RECEIVE ABATEMENT PERMIT 0 06DEC07 0 28JAN08 0 0 0 0 0 0 0 0 1 7 1 04APR08 16MAY08 23SEP08 130CT08 21 OCT08 11 NOV08 25NOV08 03JAN07* 02JAN07 11JAN07' 11JAN07 06FE607* 06FEB07 06MAR07* 06MAR07 2 02JAN07 03JAN07 5 04JAN07 10JAN07 17 11JAN07 02FE607 11 05FEB07 19FE607 7 29MAY07 29MAY07 15 15JAN07 02FE607 5 31JAN07 06FE607 20 07FEB07 06MAR07 1 07MAR07 07MAR07 20 08MAR07 04APR07 0 05APR07 04APR07 Sheet 2 of 16 � — � .BEGIN PRE-CAST ERECTION - TOW ♦BEGIN STRUCTURAC STEEL E ♦COMPLETE STRUCTUF BUILDING ROOF DRIED-IN - TOWER� FIRST LEVEL UNITS COMPLETE - TAWER` _. _ __ EXTERIOR COMPLETE - TOWER� SECOND LEVEL UNITS COMPLETE - TOWER� THIRD LEVEL UNITS COMPLETE - TOWER DRB MEETING (#3) �MEET WI7H'TOV (TOV QFFICES) �MEET WITH 70V TO REVIEW DWGS/CODE ISSUES �MEET WITH TOV TO REVIEW DWCS/CODE ISSUES ISSUE FLOOR PLAN BACKGROUNDS TO ALL SllBS (FTP) �ISSUE! FINAL FOUNDATION PLAN (TOW - SHOR/PRECAST) " iSSUE PROGRESS SET TO RDA 8�' RANA (STOP & PRINT) �ISSUE FINAL BACKGROUNDS TO ALL SUBS (FTP) �FINAL CONSTRUCTION DOCUMENTS COMPLETE °` BID AND SELECT ABATEMENt CONTRACTOR �NTP TO ABATEMENT!CONTRACTOR ' DEVELOP ABATEMENT PLAN �SUBMI? FOR ABATEMENT PERMIT " STA'TE'OF CO AND TOV REVIEW OF ABATEMENT PLAN __ �RECEIVE ABATEMENT PERMIT - 2 AC�IVFtjI Activiiy Qr�� arly Early I �p 1 CSesGription Dur Start n�sh - - � �� a � ,�. �� S � � __,_ , � _.�_ . _. ; " 3; �� , o� {�+�V��.�� -. . , _ . , .` . '; .. Qu�� ..� ....: .. ... :.... . . 2.r.... , ..�-. � _ ,-.� _,, . . � ...�, � �c- �, �,� �: ..,�.-,�.: _..., , PCDR-CI03 DESIGN CIVIL DRAWINGS 33 02JAN07 15FEBO7 DESIGN CIVIL DRAWINGS ' PCDR-CI01 SUBMIT CIVIL DRWGS TO TOV 1 16FEB07 16FE607 �SUBMIT CIYIL DRWGS TO TOV PCDR-CI04 TOV REVIEW OF CIVIL DRAWINGS 20 19FEB07 16MAR07 TOV REVIEW OF CIVIL DRAWtNGS PCDR-CI02 AI PPROVAL OF CNIL DRAWINGS FROM TOV 1 19MAR07 19MAR07 �APPROVAL OF CfVIL DRAWINGS FROM TOV > � � ,�r;:u� �..� „ r.�,. :� �` ° :; �, •, , � �C3ERRO PERAtti'f � ' ' `�: �� _ _: �. . . _�� _ � ., � �...� ,;.,. _ . __�. ,.... .� �. , . , . , . . _ S � ' : _ _��. : �. ..� _ PCTV-PE15 � BID AND SELECT DEMO CONTRACTOR 20 15JAN07 09FEB07 BID AND SELECT DEMO CONTRACTOR PCN-PE12 NTP TO DEMO CONTRACTOR 5 12FEB07 16FEB07 �NTP 70 DEMO CONTRACTOR PCN-PE13 CREATE DEMOLITION PLAN 20 19FE607 16MAR07 CREATE !DEMOLITION PLAN ^.N-PE02 �, SUBMIT FOR DEMO PERMIT 1 19MAR07 19MAR07 �SUBMIT FOR DEMO PERMIT ' PCN-PE14 �TOV REVIEW OF DEMO PLAN 40 20MAR07 14MAY07 TOV REVIEW OF DEMO PLAN ' 1 15MAY07 15MAY07 %�R E EMO ERM PCN-PE04 RECEIVE DEMO PERMIT ECEIV D P IT . ... „ ;. .;;� �- �v ,. �- �� '�- ¢ ...`;ear a._.aky�,..,��.�,u:.-.,,�w��.--;..."�ia..� ,. .3.. � ��.`�\-:� ��;�. i a � � FU1.L BUfLC}ttslG PEFtMtT ' � , � � � : � �' � > � � .. �.> . . .,: . - = :� � � � .�... � .,. .e = .. ._ � � � ,_- PCDE-CD03 ISSUE 30 /o CD'S RFP FOR BUILD ASSIST MEP 10 02JA � .._ o � N07 75JAN07 ISSUE 30% CD'S (RFP FOR BUILD ASSIST MEP) ;, PCDE-CD06 ISSUE 60% CD'S 25 16JAN07 19FEB07 ''` ISSUE 60%.CD'S PCDE-CD08 ISSUE 90% CD'S 22 20FE607 21MAR07 �ISSUE 90% CD'S PCDE-CD09 PERMIT SET COMPLETE 14 22MAR07 10APR07 �PERMIT SET COMPLETE PCN-PE03 SUBMIT PERMIT PACKAGE FOR FULL PERMIT 1 10APR07 10APR07 �SUBMfT PERMIT PACKAGE FOR FULL PERMIT _ _. . _ - �TOV REVIEW/RDA RESPONSE FULL PERMIT PCN-PE10 ' TOV REVIEW/RDA RESPONSE FULL PERMIT 72 11APR07 23JUL07 ' PCN-PE05 RECEIVE FULL BUILDING PERMIT 1 24JUL07 24JUL07 �RECEIVE FULL BUILDING PERMIT � � ,.. , <: �<� >� � � � � � �� ,� �*�� z� �� , ' ,.�: : ;, '- ., � �: u��'"` "� � 9 ��e� �` � 'e � �. � �'* ��m,., z,,q � ��v . ,,; .,, > . ....-' , _ �.i..., �!'� . U.. �"� , �' � ��e '� � � .: F m;,� a .., c . z _ _ - ' s .N: . , =.�, _ . . , ,< ;- _ . �i�. �i1tlP' ' , �' '�, � ,'. _ ., . . : �c; E, , na.'�, ` PCPR-GMP2 REPRODUCE 30% DRAWINGS FOR BIDDING 5 16JAN07 22JAN07 REPRODUCE $0% DRAWINGS FOR BIDDING ' PCPR-GMP1 PRICE INITIAL GMP BASED ON 30% DRWGS 25 23JAN07 26FEB07 PRICE INITIAL GMP BASED ON 30% DRWGS : < :: ,. �:� �° .<:: �� :. � ' .� ,� � ,� � `��.. � � �:: �; � ��.,. � , a � : �.. � ,��.�� ` IMTERMEL1tA7� �h� ; ' ' � � ;, Y�. , ; � �� . ��. .. -.: - ,. ..:��. '��a.� ;� --- , �; ° ., �.. • _. . h� s ... �: . . . ... ., . . . �,. �� `�, ��,, � � ,,.: . � ,a.� . ; PCPR-GMP3 REPRODUCE 90% DRAWINGS FOR BIDDING 4 22MAR07 27MAR07 �REPRO�UCE 90% DRAWINGS FOR BIDDING PCPR-GMP4 PRICE INTERMEDIATE GMP BASED ON 90% DRWGS 25 28MAR07 01MAY07 PRICE INTERMEDIATE GMP BASED ON 90% DRWGS y� � - . . ...: �.:��t ,:: d. � �, � `3 �.. , . �,. ," �_ a: v: ; #� a"� a ;Y �� ` � �,nt,�x � � o-� -x h r��t �' p � < �� .,; �°S� '. ��A� \7�i'� 1} 'z�+' '� d' ::� 4p�a�.., , . �.vi, ..�`,`. ;x.. , •.,: , «. ., •-. ��:� �� ' .. : '..; , .; '€ '�..«� �,., t ;,4..: ,, :: .�R . , ° 4 :. 0 5 22AUG07 28AUG07 � " REPRODUCE 100% CD'S PCPR-GMPS REPRODUCE 100 /o CD'S 0 25 29AUG07 030CT07 �. ' RRICE GMP BASED ON 100% CD'S PCPR-GMP6 PRICE GMP BASED ON 100% CD'S - � � � � ,:� � �� ;�a� � • • ��` "'��, � Wr� r'� � "�°: �.� �� •�i ��; �� - `� �' . ;�: : ��.. � , v � �, : ,� � v i� , , _ , �. ,. . ,. - ; . .. -� � , : 'h � ��'�,�s� �i�'ii�:��-i"� -. . ' ` - . . .. .,�.. . . - - PCSB-PC07 NTP TO CIP CONTRACTOR � 5 16FE607 23FE607 �NTP TO �CIP CONTRACTOR Sheet 3 of 16 Activity ID PCSB-PC01 PCSB-PCO2 PCSB-PC03 PCSB-PC04 PCSB-PCOS Act3vity DETAIL CIP CONCRETE/REINFORCING SUBMIT CIP SHOP DRAWINGS REVIEW CIP SHOPS REVISE AND RESUBMIT CIP SHOPS CIP SHOP DRAWING APPROVAL ►cig Early Early 3ur .Start Finish 30 22MAR07 02MAY07 3 03MAY07 07MAY07 15 08MAY07 29MAY07 10 30MAY07 12JUN07 5 13.1UN07 19JUN07 PCSB-ST07 NTP TO STRUCTURAL STEEL CONTRACTOR 5 16FE607 23FEB07 PCSB-ST01 �I DETAIL STRUCTURAL STEEL 40 22MAR07 16MAY07 PCSB-ST02 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS 3 17MAY07 21MAY07 :SB-ST03 REVIEW STRUCTURAL STEEL SHOPS 15 22MAY07 12JUN07 PCSB-ST04 REVISE AND RESUBMIT STR STEEL SHOPS 10 13JUN07 26JUN07 PCSB-ST05 � STRUCTURAL STEEL SHOP DRAWING APPROVAL 5 27JUN07 03JUL07 PCSB-ST06 � FABRICATE STRUCTURAL STEEL 60 05JUL07 27SEP07 PRO,IECT SITEWOFtK _ SWAA-0100 I ABATE HAZARDOUS MATERIALS --�-- SWAA-0201 DEMOLISH EXISTING BUILDING SWAA-0261 CAP EXISTING UTILITIESITEMP WATER AND POWER SWAA-0260 INSTALL NEW UTILITIES - SITEWORK ,W-0220 INSTALL SHORING - GARAGE, TOWER A TASW-0212 � EXIST FND DEMO/EXCAVATION - GARAGE, TOWER A TASW-0226 INSTALL TIE BACKS (hammock) - GARAGE, TOWER A TBSW-0220 INSTALL SHORING - GARAGE, TOWER B TBSW-0212 EXIST FND DEMO/EXCAVATION - GARAGE, TOWER B TBSW-0226 INSTALL TIE BACKS (hammock) - GARAGE, TOWER B SWRA-0201 I DEMO EXISTING ROAD - WILLOW ROAD SECTION A �nn� ' DETAIL CIP CONCRETE/REINFORCING �SUBMIT CIP SHOP DRAWINGS REVIEW CIP SHOPS �REVISE AND RESUBMIT CIP SHOPS �CIP SHOP DRAWING. APPROVAL �NtP TO STRUCTURAL STEEL CONTRACTOR ' DETAIL STRUCTURAL STEEL �SIJBM�T STRUCTURAL STEEL SHOP DRAWFNGS RE�/IEW STRUCTURAL STEEL SHOPS �REVISE'AND RESUBMIT STR STEEL SHOPS _ _. �SiRUCTURAL STEEL SHOP DRAWING APPROV FABRICATE STRUCTURAL STEEL �.�� .. ..,�.>.�„ ...... ,.�:s.,.� .. _ 25 24APR07 21MAY07 �%ABATE HAZARDOUS MATERIALS 15 22MAY07 14JUN07 r�4��. �DEMOLISH EXIST(NG BUILDING d � 5 31MAY07 06JUN07 �,i � �CAP EXISTING UTILITIES/TEMP WATER AND 30 03JUN08 21JUL08 INS7ALL NEW UTILITIES - SITEWO 25 01AUG07 13SEP07 10 14SEP07 27SEP07 10* 14SEP07 27SEP07 20 14SEP07 120CT07 10 150CT07 290CT07 10" 150CT07.290CT07 3 � 21APR08* � 24APR08 Sheet 4 of 16 �INSTALL ISHORING - GARAGE, TOWER A �%EXIST FND DEMO/EXCAVA'fI�N - GARAGE, �%INSTALL TIE BAC!KS (hammock) - GARAGE C�INSTALL SHORING - GARAGE, TOWER ,�JEXIS'T FND DEMO/EXCAVATION - GARA �INSTALC TIE BACKS' (hammock) - GA DEMO EXISTING ROAI Aciivity- I Activity �D pescriptinn SWRA-0260 INSTALL NEW UTILITIES - WILLOW ROAD SECTION A SWRA-0208 REGRADESUBGRADE FOR PAVING - WILLOW ROAD SECT A SWRA-0330 �I POUR NEW CONC CURBS/GUTTER - WILLOW ROAD SECT A SWRA-0271 ASPHALT PAVING - WILLOW ROAD SECTION A SWRA-0440 INSTALL NEW PAVERS - WILLOW ROAD SECTION A SWRA-0295 INSTALL LANDSCAPING - WILLOW ROAD SECTION A SECTICEN' B � � rv � �,�:, < � .. ,_._ � ..z. . �. . . SWRB-0201 �I DEMO EXISTING ROAD - WILLOW ROAD SECTION B SWRB-0260 I INSTALL NEW UTILITIES - WILLOW ROAD SECTION B NRB-0208 REGRADESUBGRADE FOR PAVING - WILLOW ROAD SECT B SWRB-0330 I POUR NEW CONC CURBS/GUTTER - WILLOW ROAD SECT B SWRB-0271 iASPHALT PAVING - WILLOW ROAD SECTION B SWRB-0440� INSTALL NEW PAVERS - WILLOW ROAD SECTION B SWRB-0295 INSTALL LANDSCAPING - WILLOW ROAD SECTION B irig- Early Early )ur Start Finish 10 25APR08 12MAY08 4 13MAY08 19MAY08 4 20MAY08 27MAY08 4 28MAY08 02JUN08 10 03JUN08 17JUN08 10 18JUN08 02JUL08 3 20MAY08 23MAY08 10 27MAY08 09JUN08 4 10JUN08 16JUN08 4 17JUN08 20JUN08 4 23JUN08 27JUN08 10 30JUN08 16JUL08 10 17JUL08 31JUL08 SWRC-0201 DEMO EXISTING ROAD - WILLOW ROAD SECTION B 3 17JUN08 19JUN08 SWRC-0260 I INSTALL NEW UTILITIES - WILLOW ROAD SECTION B 10 20JUN08 08JUL08 SWRC-0208 REGRADESUBGRADE FOR PAVING - WILLOW ROAD SECT B 4 10JUL08 15JUL08 SWRG0330 POUR NEW CONC CURBS/GUTTER - WILLOW ROAD SECT B 4 16JUL08 21JUL08 ' SWRC-0271 ASPHALT PAVING - WILLOW ROAD SECTION B 4 22JUL08 28JUL08 �`"►RC-0440 INSTALL NEW PAVERS - WILLOW ROAD SECTION B 10 29JUL08 12AUG08 i�r4RC-0295 INSTALL LANDSCAPING - WILLOW ROAD SECTION B 10 13AUG08 27AUG08 Ct3FtE & SHELL TL�WER A TAAL-0310 FORM & POUR STAIR/ELEVATOR CORES - TOWER A TAAL-1400 DRY-IN ROOF AT ELEVATOR CORES - TOWER A TAAL-1420 ELEVATORS RAILS/PLATFORMICAR (#3) TAFI-0200 � EXCAVATE FOR FOOTINGS/COL PADS - GARAGE, TOWER A TAFL-0314 �FORM/PLACE FTGS/COL PADS - GARAGE, TOWER A 30 160CT07 06DEC07 5 07DEC07 14DEC07 50 17DEC07 29FEB08 6 28SEP07 080CT07 10 010CT07 150CT07 Sheet 5 of 16 �%INSTALL NEW UTILI �REGRADESUBGRA �POUR NEW CONC ASPHALT PAVING -'WILLOW ROAD SECTION� fALL N�W PAVERS - WILLOW ROAD SECTIOI� TALL' LANDSCARING - WILLOW ROAD SECTIOf�J ��DEMO EXISTING R �IINSTALL NEW U' �'REGRADESUB( �POUR NEW CO ASPHALT PAVING - WILLOW'ROAD SECTIONJ� INSTALL NEW PAVERS - WILLOW ROAD SECTIOI�/ fNSTALL.LANDSCAPING - WILLOW RO'AD SECTIOI� DEMO EXISTING' ROAD - WILLdW ROAD SECTI01�,�5 VSTALL': NEW UTILITIES - WILLOW ROAD SECTIO �REGRADESU �POUR NEW ASPHALT PAVING - WILLOW ROAD SECTION� _ __ _ _ _ . INSTALL NEW PAVERS - WILLOW ROAD SECTIOI� INSTALL LANDSCAPING - WILLOW ROAD SECTIOf� FORM & POUR STAIRIELEVATOR �DRY-IN. ROOF AT ELEVATOR CO ELEVATORS RAILS/PLA' �EXCA�fATE FOR FOOTINGS/COL PADS - � �FORM/PLACE FTGS/GOL PADS - GARAG I Activity Activity C.1rig. EaMy EarFy p 2 !t� Description Du�' St�rt Finish F � ` TAFL-0340 FORM & POUR COLSNVALLS - GARAGE, TOWER A 25 160CT07 27NOV07 �FORM & POUR COLSIWALLS - GARA ' TAFL-0720 APPLY WATERPROOFING @ PRECAST - GARAGE, TOWER A 10 16NOV07 06DEC07 APPLY WATERPROOFING @ PREC ! TAFL-0262 ' R-I UNDERSLAB DRAINAGE - GARAGE, TOWER A 6 26NOV07 04DEC07 �R-I UNDERSLAB DRAINAGE - GARA TAFL-1500 R-I UNDERSLAB PLUMBING - GARAGE, TOWER A 5 27NOV07 04DEC07 Ut R-I UNDERSLAB PLUMBING - GARA TAFL-1600 R-I UNDERSLAB ELEC SYSTEMS - GARAGE, TOWER A 5 27NOV07 04DEC07 �R-I UNDERSLAB ELEC SYSTEMS - TAFL-0392 FORM/PUFINISH TOPPING SLAB - GARAGE 6 27NOV07 06DEC07 �FORM/PUFINISH TOPPING SLAB - TAFL-0221 FINE GRADE FOR SOG - GARAGE, TOWER A 2 06DEC07 07DEC07 �FINE GRADE FOR SOG - GARAGE, TAFL-0381 FORM/PLIFINISH SOG - GARAGE, TOWER A 5 10DEC07 17DEC07 I�FORM/PLlFINISH SOG - GARAGE, _ _ _ _ _ _ _ TAFL-0222 BACKFILL PRECAST FDN WALLS - GARAGE, TOWER A 10 03JAN08 18JAN08* �IBACKFILL PRECAST FDN WAL • . ", ' `4. ', :'��' . �7�t� , a. :.'a�R � � +��. .�`a��`2''` ,i `4��,;: °,� �`-, s� r - ,,,,.s,e,:� � tEV�L 4NE . . „ ' . � ..: .. �. ., ,:. CT STR CTURAL STEEL - LE � a� . Y _ _:� - :�� , . . . � .._. . . � _ ::: . , , ��, �. .... . ..:: . , TAL1-0512 ERECT STRUCTURAL STEEL - LEVEL 1, TOWER A 8 07DEC07 20DEC07 �ERE U TAL1-0530 PLACE/WELD METAL DECK/DETAIL - LEVEL 1, TOWER A 6 14DEC07 31DEC07 /�✓ PLACE/WELD METAL DECK/DET TAL1-0550 INSPECT STEELICORRECTIONS - LEVEL 1, TOWER A 2 03JAN08 04JAN08 �INSPEGT STEEUCORRECTIONS + TAL1-1500 R-I PLUMBING @ TOPPING SLABS - LEVEL 1, TOWER A 3 07JAN08 10JAN08 �R-I PLUMBING @ TOPPING SLA TAL1-1600 I R-I ELEC @ TOPPING SLABS - LEVEL 1, TOWER A 3 07JAN08 10JAN08 �R-I ELEC @ TORPING SLABS - L _ . __ ----i DFORM/PUFINISH TOPPING SLA TAL1-0390 I FORMIPUFINISH TOPPING SLABS - LEVEL 1, TOWER A 7 07JAN08 17JAN08 : TAL1-0610 1 FRAME/FURRING/SHEATH WALLS - LEVEL 7, TOWER A 10 18JAN08 04FE608 �FRAMEIFURRING/SHEATH W ` TAL1-0840 INSTALL EXTERIOR DOORS/WINDOWS - LVL 1, TOWER A 10 OSFEB08 22FE608 INSTALL EXTERIOR DOORS • � � _ ; �. ��y� � � � �� \�� C�1f�L7W(y ;� r � "� .. ; � . .:...'.. , . ., ��:. �.... �� . � a� .,�. � �� ', � � � �� °� � �': � � . , � _�� :� .v ;� . �K, ..� �__ ;. �� .. _. �� : : __.... ' , � r� � � .... �� 2-0512 ERECT STRUCTURAL STEEL - LEVEL 2, TOWER A 8 21DEC07 11JAN08 ERECT STRUCTURAL STEEL - L TAL2-0530 PLACEIWELD METAL DECK/DETAIL - LEVEL 2, TOWER A 6 07JAN08 15JAN08 �PLACEIWELD METAL DECK/DE TAL2-0550 INSPECT STEEUCORRECTIONS - LEVEL 2, TOWER A 2 77JAN08 18JAN08 �INSPECT STEEL/CORRECTION TAL2-1500 R-I PLUMBING @ TOPPING SLABS - LEVEL 2, TOWER A 3 21JAN08 24JAN08 �R-I PLUMBING @ TOPPINGS TAL2-1600 R-I ELEC @ TOPPING SLABS - LEVEL 2, TOWER A 3 21JAN08 24JAN08 �R-I ELEC @ TOPPING SLABS - ' TAL2-390 FORM/PLIFINISH TOPPING SLABS - LEVEL 2, TOWER A 7 21JAN08 31JAN08 �FO�M/PL/FIN15H TOPPING S TAL2-0610 FRAME/FURRING/SHEATH WALLS - LEVEL 2, TOWER A 10 05FEB08 22FE608 �FRAME/EURRING/SHEATH TAL2-0840 INSTALL EXTE�tIOR DOORS/WINDOWS - LVL 2, TOWER A 10 25FEB08 11MAR08 /� INSTALL EXTERIOR DOO �c , n . �-.:. � ,.; � �,� .. k r ��. � z�� ,,, r M ..,.. t� $ , � S r'`3 .��. a � �, .; �� ._ � \�� ' '4 � .!. L��.. ��G� :: � • ... ' '. . � .: ' . ' ` :' ... • .;' .."a"`�- . � � "2� �„ 'a�. '� .- e� . ��. � :.:; � . ::,�+f , x+; . ...,:: .., , �'° _ � : `:s- � ...�_ . «.�. . _ .�.�, n . �' . . . ' * ,�'��. 3 , ,. . r.. _', . . � __ ,., _ �.... , . _ , , _ � ,. TAL3-0512 ERECT STRUCTURAL STEEL - LEVEL 3, TOWER A 8 14JAN08 25JAN08 �ERECT STRUCTURAL STEEL Sheet 6 of 16 Aciivity � Activity 1p Description TAL3-0530 PLACENVELD METAL DECK/DETAIL - LEVEL 3, TOWER A TAL3-0550 INSPECT STEELICORRECTIONS - LEVEL 3, TOWER A TAL3-1500 I R-I PLUMBING @ TOPPING SLABS - LEVEL 3, TOWER A TAL3-1600 R-I ELEC @ TOPPING SLABS - LEVEL 3, TOWER A TAL3-0390 � FORMIPLIFINISH TOPPING SLABS - LEVEL 3, TOWER A TAL3-0610 FRAMEIFURRING/SHEATH WALLS - LEVEL 3, TOWER A TAL3-0840 INSTALL EXTERIOR DOORSIWINDOWS - LVL 3, TOWER A • ` �° L�V�L A � ,z �� ;�. ,: TAL4-0512 I ERECT STRUCTURAL STEEL - LEVEL 4, TOWER A' .�L4-0530 PLACEIWELD METAL DECKIDETAIL - LEVEL 4, TOWER A TAL4-0550 I� INSPECT STEEUCORRECTIONS - LEVEL 4, TOWER A -� TAL4-7500 I R-I PLUMBING @ TOPPING SLABS - LEVEL 4, TOWER A TAL41600 I R-I ELEC @ TOPPING SLABS - LEVEL 4, TOWER A TAL4-390 FORMIPUFINISH TOPPING SLABS - LEVEL 4, TOWER A TAL40610 i FRAME/FURRING/SHEATH WALLS - LEVEL 4, TOWER A V TAL4-0840 INSTALL EXTERIOR DOORSIWINDOWS - LVL 3, TOWER A �rig': Eariy �arfy < lur Sidrt Einisit 6 21JAN08 29JAN08 2 31JAN08 01FEB08 3 04FEB08 07FEB08 3 04FE608 07FEB08 7 04FEB08 15FE608 10 25FE608 11MAR08 10 13MAR08 28MAR08 8 26JAN08 05FEB08 6 31JAN08 08FEB08 2 12FEB08 14FEB08 3 15FEB08 19FE608 3 15FEB08 19FEB08 7 15FEB08 26FE608 10 13MAR08 28MAR08 10 31MAR08 15APR08 ` TARL-0512 ERECT STRUCTURAL STEEL - ROOF, TOWER A 20 07FEB08 13MAR08 TARL-0610 INSTALL METAL ROOF - ROOF, TOWER A 15 14MAR08 08APR08 T`L-0750 I INSTALL INSULATION & ICE/WATER SHIELD - ROOF, TA 10 10APR08 24APR08 --i-- ' TARL-0620 INSTALL ROOF SIDING/FASCIA - ROOF, TOWER A 10 25APR08 12MAY08 TARL-0758 INSTALL METAL ROOFING - ROOF, TOWER A 6 13MAY08 22MAY08 TARL-0755 INSTALL SHINGLES - ROOF, TOWER A 25 13MAY08 20JUN08 _._ �. CQRE & SHELL TOWEi: B TBAL-0310 FORM & POUR STAIR/ELEVATOR CORES - TOWER B TBAL-1400 DRY-IN ROOF Al" ELEVATOR CORES - TOWER B `TBAL-1420 ELEVATORS RAILS/PLATFORMICAR (#2, 3) - TOWER B 35 06DEC07 14FEB08 5 15FEB08 22FEB08 50 25FEB08 02MAY08 Sheet 7 of 16 �r��r�o�i��i� �� PLACE/WELD METAL DECK/D ��INSPECT STEEUCORRECTIOI �R-I P'LUMBING @ TOPPING S ti, R-I ELEC � T.OPPING SLABS �FORM/PUFINISH TOPPING � �FRAME/FURRING/SHEATF �INSTALL EXTERIOR DO� �/ERECT STRUCTURAL STEEL �PLACE7WELD METAL DECK/[ �INSPECT STEEUCORRECTIC �IR-I' PLUMBING @ TOPPING : �R-1 ELEC @ TOPPING SLAB; OFORM/PL/FINISH TOPPING �%FRAME/FURRING/SHEA' �INSTALL EXTERIOR D ��RECT StRUCTURAL ST INSTALL METAL ROOF -'ROOF, TOWER� �INSTALL INSULA710 ' INSTALL ROOF SIDI INSTALL METAL ROOFING - R�OF, TOWERQ _ _ __ INSTALL SHINGLES - ROOF, TOWER FORM'& POUR STAIR/ELEV �DRY-[N ROOF AT ELEVATO ' ELEVATORS RAILS/ Aciivity Activity Orig: Early EarfY 10 4escription _ Dur St�drt �imsh - raw�� c�ar�� TBAL-0200 EXCAVATE FOR TOWER CRANE FOOTING - TOWER B TBAL-0314 FORMIPLACE TOWER CRANE FOOTING, TOWER B TBAL-0100 ERECT TOWER CRANE TBFL-0200 TBFL-0314 TBFL-0340 TBF L-0262 ,FL-0392 TBFL-0720 TBFL-0222 TBFL-1500 TBFL-1600 TBFL-0221 TBF L-0381 TBL1-0512 TBL1-0530 TR11-0550 '� _�1-1500 TBL1-1600 TBL1-0390 TBL1-0610 TBL1-0840 EXCAVATE FOR FOOTINGS/COL PADS - GARAGE FORM/PLACE FTGS/COL PADS - GARAGE FORM & POUR COLSIWALLS - GARAGE R-I UNDERSLAB DRAINAGE - GARAGE FORM/PUFINISH TOPPING SLAB - GARAGE APPLY WATERPROOFING @ PRECAST - GARAGE BACKFILL PRECAST FDN WALLS - GARAGE R-I UNDERSLAB PLUMBING - GARAGE R-I UNDERSLAB ELEC SYSTEMS - GARAGE FINE GRADE FOR SOG - GAF2AGE �— I FORMIPLIFINISH SOG - GARAGE ERECT STRUCTURAL STEEL - LEVEL 1, TOWER B PLACE/WELD METAL DECK/DETAIL - LEVEL 1, TOWER B INSPECT STEELICORRECTIONS - LEVEL 1, TOWER B R-I PLUMBING @ TOPPING SLABS - LEVEL 1, TOWER B R-I ELEC @ TOPPING SLABS - LEVEL 1, TOWER B FORM/PUFINISH TOPPING SLABS - LEVEL 1, TOWER B FRAME/FURRING/SHEATH WALLS - LEVEL 1, TOWER B INSTALL EXTERIOR DOORSIWINDOWS - LVL 1, TOWER B TBL2-0512 ERECT STRUCTURAL STEEL - LEVEL 2, TOWER B TBL2-0530 PLACEIWELD METAL DECK/DETAIL - LEVEL 2, TOWER B TBL2-0550 INSPECT STEELICORRECTIONS - LEVEL 2, TOWER B 3 300CT07 01 NOV07 5 02NOV07 09NOV07 4 12NOV07 16NOV07 4 300CT07 02NOV07 10 15NOV07 04DEC07 25 06DEC07 25JAN08 8 21JAN08 01FE608 6 25JAN08 04FE608 5 28JAN08 04FE608 8 28JAN08 08FEB08* 3 29JAN08 01 FEB08 5 29JAN08 05FE608 2 07FEB08 08FEB08 4 12FE608 18FEB08 5 28JAN08 04FEB08 5 31JAN08 07FE608 2 08FEB08 12FEB08 3 14FEB08 18FE608 3 14FE608 18FE608 7 14FEB08 25FEB08 10 26FEB08 13MAR08 10 14MAR08 31MAR08 5 05FEB08 14FEBU8 5 25FE608 03MAR08 2 04MAR08 06MAR08 Sheet 8 of 16 �EXCAVATE FOR TOWER CRANE FOO' �FORM/PLACE 1�OWER CRANE FOOTI �ERECT TOWER CRANE � .__ _ _. _. �. _ %�EXCAVATE FOR FOOTINGS/COL PADS �%FORM/PLACE FTGS/COL PADS - GA �%FORM & POUR COLSNVALLS - �R-I UNDERSLAB DRAINAGE - �FORM/PL/FINISH TOPPING SI _ _ _ �APPLY WATERPROOFING @ �BAGKFILL PREGAST FDN W� ;-I,UNDERSLAB PLUMBING - GARAC� �R-I UNDERSLAB ELEC SYST FINE GRADE FOR SOG - GARAG}�. _ _ FORMIPL/FINISH SOG - GARAG� �ERECT STRUCTURAL STEEL �PL�CE1WELD METAL �ECK/ �INSPECT STEEL/CORRECTI �R-I PLUMBING @ TOPPING �R-I ELEC @ TOPPING SLAB �%FORM/PL/FINISH TOPPING �FRAME/FURRING/SHEAT �INSTALL EXTERIOR DO ]ERECT STRUCTURAL S �PLACE/WELD METAL �INSPECT STEEUCOR - Activity � Activity �p Descripti+on TBL2-1500 I R-I PLUMBING @ TOPPING SLABS - LEVEL 2, TOWER B TBL2-1600 � R-I ELEC @ TOPPING SLABS - LEVEL 2, TOWER B TBL2-390 FORM P/ LIFINISH TOPPING SLABS - LEVEL 2, TOWER B TBL2-0610 FRAME/FURRING/SHEATH WALLS - LEVEL 2, TOWER B TBL2-0840 I INSTALL EXTERIOR DOORSIWINDOWS - LVL 2, TOWER B - a ,; ; ��U�L THi�E� - ; � �: �., � :_ ..__ TBL3-0512 ERECT STRUCTURAL STEEL - LEVEL 3, TOWER B TBL3-0530 PLACEIWELD METAL DECK/DETAIL - LEVEL 3, TOWER B TRL3-0550 INSPECT STEELICORRECTIONS - LEVEL 3, TOWER B � dL3-1500 R-I PLUMBING @ TOPPING SLABS - LEVEL 3, TOWER B ' TBL3-1600 R-I ELEC @ TOPPING SLABS - LEVEL 3, TOWER B TBL3-0390 � FORM/PLIFINISH TOPPING SLABS - LEVEL 3, TOWER B TBL3-0610 I FRAME/FURRING/SHEATH WALLS - LEVEL 3, TOWER B TBL3-0840 INSTALL EXTERIOR DOORS/WINDOWS - LVL 3, TOWER B TBL4-0512 TBL4-0530 TBL40550 TBL4-1500 '1-1600 TBL4-390 TBL40610 TBL4-0840 TBRL_0512 TBRL-0610 TBRL-0750 TBRL-0620 � TBRL-0758 ERECT STRUCTURAL STEEL - LEVEL 4, TOWER B PLACENVELD METAL DECK/DETAIL - LEVEL 4, TOWER B INSPECT STEEUCORRECTIONS - LEVEL 4, TOWER 6 R-I PLUMBING @ TOPPING SLABS - LEVEL 4, TOWER B R-I ELEC @ TOPPING SLABS - LEVEL 4, TOWER B FORMIPUFINISH TOPPING SLABS - LEVEL 4, TOWER B FRAME/FURkING/SHEATH WALLS - LEVEL 4, TOWER B INSTALL EXTERIOR DOORSIWINDOWS - LVL 4, TOWER B ERECT STRUCTURAL STEEL - ROOF, TOWER B INSTALL METAL ROOF - ROOF, TOWER B INSTALL INSULATION & ICEIWATER SHIELD - ROOF, TB INSTALL ROOF SIDING/FASCIA - ROOF, TOWER B I INSTALL METAL ROOFING - ROOF, TOWER B irig �ariy Eariy iat Start �inish 3 07MAR08 11 MAR08 3 07MAR08 11MAR08 7 07MAR08 18MAR08 10 20MAR08 04APR08 10 07APR08 21APR08 5 15FE608 22FEB08 5 04MAR08 11MAR08 2 13MAR08 14MAR08 3 17MAR08 30MAR08 3 17MAR08 20MAR08 7 17MAR08 27MAR08 10 07APR08 21APR08 10 22APR08 08MAY08 5 23FEB08 29FEB08 5 10MAR08 17MAR08 2 18MAR08 20MAR08 3 21MAR08 25MAR08 3 21 MAR08 25MAR08 7 21MAR08 01APR08 10 22APR08 08MAY08 10 09MAY08 27MAY08 20 03MAR08 04APR08 15 07APR08 29APR08 10 01MAY08 16MAY08 10 19MAY08 03JUN08 6 04JUN08 12JUN08 Sheet 9 of 16 �nn� �R-I PLUMBING @ TOPPINC �R-I ELEC @ TOPPING SLA �%FORM/PL/FINISH TOPPIN � FRAMEfFU RRI NG/SH EA �INSTALL EXTERIOR C �ERECT STRUCTURAL STEE �PLACE/WELD META� DEC �INSPECT STEEL/CORREC �R-I PLUMBING @ TOPPIN �R-I ELEC @ TOPPING SL �%FORM/PL/FINISH TOPPI �FRAME/FURRING/5H �INSTALL EXTERIOR �ERECT STRUCTURAL Sl �!PLACE/WELD METAL [ j�INSPECT STEELICORF �R-t PLUMBING'@ TOP �R-1 ELEC @ TOPPING \�FORM/PL/FINISH TOI �FRAME/FURRING INSTALL EXTE �� .: ..� . . . �..... _ .... . . ' ERECT!STRUCTURAL INSTALL METAL ROOF - ROOF, TOWER�% �INSTALL INSULATI TALL ROOF SIDINGIFASCIA - ROOF, TOWEf�] 1NSTALL METAL ROOFING - ROOF, TOWER� Activity _ I17 ? TBRL-0755 EXTEF2lOR TAA1-0440 TAA1-0620 TAA1-0760 TAA1-0660 TAA1-0880 TAA1-8888 .A1-9990 TAA1-9995 TAA2-0440 TAA2-0620 TAA2-0760 7AA2-0660 TAA2-0880 � Taa2-ssss TAA2-9990 TAA2-9995 THA3-0440 TAA3-0620 TAA3-0760 TAA3-0660 TAA3-0880 TAA3-8888 TAA3-9990 TAA3-9995 Aativity INSTALL SHINGLES - ROOF, TOWER B INSTALL EXTERIOR STONE - AREA 1 INSTALL EXTER TRIM/SIDING - AREA 1 APPLY EXT EIFS - AREA 1 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 1 CLEANIPREP RANA DEFICIENCY LIST - AREA 1 I COMPLETE RANA DEFICIENCY LIST - AREA 1 IOWNER/A-E PREPARE PUNCHLIST - AREA 1 � I COMPLETE OWNERIA-E PUNCHLIST - AREA 1 L -------�---. -I�.AS"f I INSTALL EXTERIOR STONE - AREA 2 INSTALL EXTER TRIMISIDING - AREA 2 � APPLY EXT EIFS - AREA 2 INSTALL RAILINGS/SUPPORTSIFASCIA - AREA 2 CLEAN/PREP RANA DEFICIENCY LIST - AREA 2 i COMPLETE RANA DEFICIENCY LIST - AREA 2 OWNERIA-E PREPARE PUNCHLIST - AREA 2 COMPLETE OWNERIA-E PUNCHLIST - AREA 2 INSTALL EXTERIOR STONE - AREA 3 INSTALL EXTER TRIM/SIDING - AREA 3 APPLY.EXT EIFS - AREA 3 INSTALL RAILINGS/SUPPORTSIFASCIA - AREA 3 CLEAN/PREP RANA DEFICIENCY LIST - AREA 3 COMPLETE RANA DEFICIENCY LIST - AREA 3 OWNER/A-E PREPARE PUNCHLIST - AREA 3 COMPLETE OWNER/A-E PUNCNLIST - AREA 3 Orig Early Early � ; Dur`" S#art �inish 25 04JUN08 15JUL08 15 13MAR08 07APR08 10 16APR08 01 MAY08 20 17APR08 20MAY08 10 02MAY08 19MAY08 3 22MAY08 27MAY08 5 28MAY08 03JUN08 2 04JUN08 OSJUN08 10 06JUN08 20JUN08 15 08APR08 01MAY08 10 02MAY08 19MAY08 20 05MAY08 05JUN08 10 20MAY08 04JUN08 3 06JUN08 10JUN08 5 11JUN08 17JUN08 2 18JUN08 19JUN08 10 20JUN08 08JUL08 15 02MAY08 28MAY08 10 29MAY08 12JUN08 20 30MAY08 30JUN08 10 13JUN08 27JUN08 3 01JUL08 07JUL08 5 08JUL08 14JUL08 2 15JUL08 16JUL08 10 17JUL08 31JUL08 Sheet 10 of 16 z � 4 J I F I IVIf I AJ� INSTALL SHINGLES - ROOF, TOWER INSTALL EXTERIOR STONE - AREA��,/ INSTALL EXTER TRIMISIDING - AREA�/ APPLY EXT EIFS - AREA TALL'RAILINGS/SUPP�RTS/FASCIA - ARE� CLEAN/PREP RANA DEFICIENCY LIST - ARE� COMPLETE RANA DEFICIENCY LIST - ARE� OWNERIA-E PREPARE PUNCHLIST - ARE `� COMPLETE!OWNER/A-E PUNCHLIST - ARE� INSTALL EXTERIOR STONE - AREA��,/ 'INSTALL EXTER TRIMISIDfNG - ARE /� APPLY EXt EIFS - AREA - INSTALL RAILINGSISUPPORTS/FASCIA - ARE� CLEANIPREP RANA DEFICIENCY LIST -'ARE� __. COMPLETE RANA QEFICIENCY LIST - ARE� OWNERIA-E PREPARE PUNCHLIST - ARE� COMPLETE OWNERIA•E PUNCHLIST - ARE' INSTALL EXTERIOR STONE - AREA�_�,/ INSTALL EXTER tRIM/SIDING - AREA/�% APPLY EXT' EIFS - AREA � INSTALL RAILINGS/SUPPORTS/FASCIA - ARE�% CLEAN/PREP RANA DEFICIENCY LIST - ARE� ,.. ,_ _ COMPLETE RANA DEFICIENCY LIST - ARE� OWNERIA-E PREPARE PUNCHLIST - AREI� COMPLETE OWNER/A,E PUNCHLIST - AREI}� Activity 1D TBA4-0440 TBA4-0620 TBA4-0760 TBA40660 TBA4-0880 TBA4-8888 TBA4-9990 ` T6A4-9995 „rtEA 5 - hi0� TBA5-0440 TBA5-0620 TBA5-0760 TBA5-0660 TBA5-0880 TBAS-8888 TBA5-9990 TBA5-9995 TBA6-0440 .6-0620 TBA6-0760 TBA6-0660 TBA6-0880 : TBA6-8888 > TBA6-9990 TBA6-9995 INTEftIt�F25 Activity � Orig � Early � Ear{Y ��' F�l M -f M T.�� scrietion Dur 3iart Finish ,��„�,,��,,,��„��,��„�� INSTALL EXTERIOR STONE - AREA 4 INSTALL EXTER TRIM/SIDING - AREA 4 APPLY EXT EIFS - AREA 4 INSTALL RAILINGS/SUPPORTSIFASCIA - AREA 4 CLEAN/PREP RANA DEFICIENCY LIST - AREA 4 � COMPLETE RANA DEFICIENCY LIST - AREA 4 �- i OWNERIA-E PREPARE PUNCHLIST - AREA 4 COMPLETE OWNER/A-E PUNCHLIST - AREA 4 INSTALL EXTERIOR STONE - AREA 5 INSTALL EXTER TRIMISIDING - AREA 5 APPLY EXT EIFS - AREA 5 INSTALL RAILINGSISUPPORTS/FASCIA - AREA 5 CLEANIPREP RANA DEFICIENCY LIST - AREA 5 COMPLETE RANA DEFICIENCY LIST - AREA 5 I OWNERIA-E PREPARE PUNCHLIST - AREA S I COMPLETE OWNER/A-E PUNCHLIST - AREA 5 INSTALL EXTERIOR STONE - AREA 6 INSTALL EXTER TRIM/SIDING - AREA 6 APPLY EXT EIFS - AREA 6 INSTALL RAILINGS/SUPPORTSIFASCIA - AREA 6 CLEANIPREP RANA DEFICIENCY LIST - AREA 6 COMPLETE RANA DEFICIENCY LIST - AREA 6 ; OWNER/A-E PREPARE PUNCHLIST - AREA 6 COMPLETE OWNER/A-E PUNCHLIST - AREA 6 s ' __� PGLP-1515 � R-I PLUMBING SYSTEMS - GARAGE 15 29MAY08 19JUN08 10 20JUN08 08JUL08 20 23JUN08 25JUL08 10 10JUL08 24JUL08 3 28JUL08 30JUL08 5 31JUL08 06AUG08 2 07AUG08 08AUG08 10 11AUG08 25AUG08 15 20JUN08 16JUL08 10 17JUL08 31JUL08 20 18JUL08 18AUG08 10 01AUG08 15AUG08 3 19AUG08 22AUG08 5 25AUG08 29AUG08 2 02SEP08 03SEP08 10 04SEP08 18SEP08 15 17JUL08 08AUG08 10 11AUG08 25AUG08 20 12AUG08 12SEP08 10 26AUG08 11SEP08 3 15SEP08 17SEP08 5 18SEP08 24SEP08 2 25SEP08 26SEP08 10 29SEP08 130CT08 5 �19FE608 �25FEB08 Sheet 11 of 16 INStALL EX7ERIOR STONE - INSTALL EXTER TRIMISIDING - AREA APPLY EXT EIFS - AREA INSTALL RAILINGSISUPPORTSIFASCIA - ARE�� CLEAN/PREP RANA DEFICIENCY LIST - ARE� COMPLETE RANA DEFICIENCY LISt - ARE� OWNER/A-E PREPARE PUNCHLIST - AREI� COMPLETE OWNERIA-E PUNCHLIST - ARE/� INSTALL EXTERIOR STONE - AREA INSTALL EXTER TRIM/SIDING - AREA� APPLY EXT EIFS -'AREA INSTALL'RAILING5ISUPPORTS/FASCIA - ARE� CLEANIPREP RANA DEFICIENCY LIST - ARE� __ _ COMPLETE f'tAtANA DEfICiENCY LIST - ARE� OWNER/A-E PREPARE PUNCHLIST - ARE� COMPLETE OWNER/A-E PUNCHLIST - ARE/�/ INSTALL EXTERIOR'STONE - INSTALL EXTER'.TRIM/SIDING -'AREA� APPLY EXT EIFS - AREA INSTALL RAILINGS/SUPPORTS/FASCIA - ARE CLEAN/PREP RANA DEFICIENCY LIST - ARE� _. _._ COMPLETE RANA DEFICIENCY LIST - ARE� !OWNERIA-E PREPARE PUNCHLIST - ARE� COMPLETE OWNER/A-E PUNCHLIST - ARE� R-I PLUMBING SYSTEMS - Activity ID PGLP-1530 PGLP-1520 PGLP-1610 PGLP-0810 PG LP-0990 PGAL-8880 PGAL-8888 PGAL-9990 PGAL-9995 ?�� N Activi#y ; Qrig Eariy Early 2 7' N F d beseription Dur ; Sta[k ' �inish �R-IITRIM FIRE PROTECTIO R-I/TRIM FIRE PROTECTION SYSTEMS - GARAGE 8 19FEB08 28FEB08 R-I EXHAUST SYSTEMS - GARAGE 10 19FE608 03MAR08 R-F EXHAUST SYSTEMS - GARA� R-IITRIMOUT ELEC SYSTEMS - GARAGE 10 19FE608 03MAR08 R-IITRIMOUT ELEC SYSTEMS - GARA� __ �INSTALL FRAMES/DOORS/ INSTALL FRAMESIDOORS/HARDWARE - GARAGE 2 04MAR08 05MAR08 _ _ , �PAINT TRAFFIC CONTRO I PAINT TRAFFIC CONTROL STRIPING - GARAGE 3 06MAR08 10MAR08 �CLEAN/PREP RANA DEFI CLEAN/PREP RANA DEFICIENCY LIST- GARAGE 5 11MAR08 17MAR08 �COMPLETE RANA DEFIC I COMPLETE RANA DEFICI�NCY LIST - GARAGE 5 18MAR08 24MAR08 �OWNERIA-E PREPARE P I OWNER/A-E PREPARE PUNCHLIST - GARAGE 2 25MAR08 26MAR08 ��GOMPLETE OWNER/A- I COMPLETE OWNER/A-E PUNCHLIST - GARAGE 10 27MAR08 09APR08 LOBB-0001 I LOBBY AND COMMON AREA FINISHES EMPL-0001 I EMPLOYEE UNIT FINISHES U101-1500 U101-1504 U101-0607 U101-1010 U101-1516 U101-1613 U101-0119 �1-0922 'U101-0925 U101-0931 U101-0633 U101-0834 U101-0740 ` U101-1046 U101-1549 U101-1652 �� U101-1055 R-I OVERHEAD MECH/PLUMBING - UNIT 101 ROUGH-IN FIRE PROTECTION SYSTEM - UNIT 101 FRAME BALANCE WALLSICEILINGSISOFFITS - UNIT 101 INSTALL FIREPLACE INSERTS - UNIT 101 i ROUGH-IN PLUMBING @ WALLS - UNIT 101 ROUGH-IN ELECTRICAL SYSTEMS - UNIT 101 INSPECTIONS/PRE DRY-WALL SIGNOFF - UNIT 101 INSULATE/HANG DRYWALL - UNIT 101 TAPEIFINISH DRYWALL - UNIT 101 INSTALL FLOORING - UNIT 101 INSTALL CABINETS/INTERIOR WOODWORK - UNIT 101 HANG WOOD DOORS/HARDWARE - UNIT 101 APPLY FINISH ON WALLS/CEILING- UNIT 101 INSTALL SHOWER ENCLOSURES - UNIT 101 TRIM-OUT FIRE PROTECT SYSTEMS - UNIT 101 I TRIM-OUT ELECTRICAULIGHT FIXTURES - UNIT 101 INSTALL TOILET ACCESSORIES - UNIT 101 120 10APR08 210CT08 100 05MAY08 140CT08 8 19MAR08 28MAR08 3 24MAR08 26MAR08 5 31MAR08 04APR08 1 03APR08 03APR08 7 07APR08 15APR08 8 07APR08 16APR08 3 17APR08 21APR08 6 22APR08 29APR08 8 30APR08 09MAY08 10 12MAY08 23MAY08 15 27MAY08 16JUN08 3 29MAY08 02JUN08 6 17JUN08 24JUN08 2 25JUN08 26JUN08 2 25JUN08 26JUN08 5 25JUN08 01JUL08 2 27JUN08 30JUN08 Sheet 12 of 16 AND COMMON AREA FINISH EMPLOYEE UNIT FINISHE �.'� '! '"'• ° OVERHEAD MECH/PLUMBING - UNIT 1 �,`�ROUGH-IN FIRE PROTI �FRAME BALANCE W/ INSTALL FIREPLACE INSERTS - UNIT 1�, ROUGH-IN PLUMBING @ WALLS - UNIT 1� _ _ _ tOUGH-IN ELECTRICAL SYSTEMS!- UNIT 1Q� �INSPECTIONS/PRE INSULATE/HANG DRYWALL - UNIT 1� TAPE/FINISH DRYWALL - UNIT 10� INSTALL FLOORING - UNIT 10fl _ __ _ __ _ INSTALL CAI HANG WOOD DOORSIHARDWARE - UNIT 1,�I APPLY FINISH ON WALLSICEILING- UNIT 1Q� !INSTALL SMOWER ENCLOSURES - UNIT 1� TRIM-OUT FIRE PROTECT' SYSTEMS - UNIT 1� TRIM-�UT ELECTRiCAULIGHT FIXTURES � UNIT 1� INSTALL TOILET ACCESSORIES - UNIT'1Q� Activity 1D � U101-0637 U101-1543 _ U101-1161 U101-1555 _ U101-0964 U101-0967 U101-8880 U101-8888 U101-9990 l 1-9995 l7Nti i02 - FR ( U102-MP01 I { U102-FIN1 Activity O�g EaMy Early . bescription Dur Star# Fini5h ' INSTALL COUNTERTOPSIBACKSPLASH - UNIT 101 5 01JUL08 08JUL08 TRIM-OUT MECH/PLUMB SYSTEMS - UNIT 101 3 09JUL08 11JUL08 INSTALL RESIDENTIAL APPLIANCES - UNIT 101 1 14JUL08 14JUL08 INSTALL PLUMBING FIXTURES - UNIT 101 4 14JUL08 17JUL08 INSTALL BASEIWOOD FLOORS - UNIT 101 10 14JUL08 25JUL08 LAY CARPET - UNIT 101 6 18JUL08 25JUL08 � CLEANUPIPREPARE RAN PUNCHLIST - UNIT 101 8 28JUL08 06AUG08 COMPLETE RAN PUNCHLIST ITEMS - UNIT 101 10 07AUG08 20AUG08 PREPARE OWNER/A-E PUNCHLIST - UNIT 101 2 21AUG08 22AUG08 COMPLETE OWNER/A-E PUNCHLIST - UNIT 101 12 25AUG08 10SEP08 �� HVACIPLUMBING ROUGH-INS - UNIT 102 1 INTERIOR BUILDOUT - UNIT 102 U103-MP01 I HVACIPLUMBING ROUGH-INS - UNIT 103 U103-MFIN1 INTERIOR BUILDOUT - UNIT 103 U104-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 104 U104-FIN1 INTERIOR BUILDOUT - UNIT 104 U105-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 106 I' "'S-FIN1 INTERIOR BUILDOUT - UNIT 106 U201-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 201 U201-FIN1 INTERIOR BUILDOUT - UNIT 201 U202-MP01 HVACIPLUMBING ROUGH-INS - UNIT 202 U202-FIN1 INTERIOR BUILDOUT - UNIT 202 U203-MP01 I HVACIPLUMBING ROUGH-INS - UNIT 203 U203-FIN1 ', R OR BUILDOUT - UNIT 203 22 02APR08 01 MAY08 100 02MAY08 23SEP08 22 11 FEB08 11 MAR08 100 12MAR08 31JUL08 z4a� INSTALL COUNTERTOPSIBACKSPLASH - UNIT 1� TRIM-OUT MECH/PLUMB SYSTEMS - UNIT 1� INSTALL RESIDENTIAL APPLIANCES - UNIT 1�,7 __ _ INSTALL PLUMBING FIXTURE5 - UNIT 1Q� INS7ALL BASEIWOOD' FLOORS - UNIT 1� _ LAY'CARPET'- UNIT 10� CLEANUP/PREPARE RAN PUNCHLIST - UNIT 1�,] COMPLE7E RAN PUNCHLIST ITEMS - UNIT 1�% _._ _ PREPARE OWNER/A-E PUNCHLIST - UNIT 1� COMPLETE OWNER/A-E PUNCHLIST - UNIT 1Q� HVAC/PLUMBING ROUGH-INS - UNIT 1 INTERIOR BUILDOUT - UNIT 10 AC/PLUMBING ROUGH-INS - UNIT 1Q'�/ INTERIOR BUIL�OUT - UNIT 10 22 � 25FE608 25MAR0 � � � � � � � � . g HVACIPLUMBING ROUGH-INS - UNIT 1 100 26MAR08 14AUG08 INTERIOR BUILDOUT - UNIT 10 25 10MAR08 11APR08 'f10 14APR08 17SEP08 22 16APR08 15MAY08 100 16MAY08 070CT08 22 23APR08 22MAY08 100 23MAY08 140CT08 22 30APR08 30MAY08 100 02JUN08 210CT08 Sheet 13 of 16 WVACIPLUMBING ROUGH-INS - UNIT 1Q`�,/ INTERIOR BUILDOUT'- UNIT 10 ��,, �-, �E HVAC/PLUMBING ROUGH-INS - UNIT 2 " INTERIOR BUILDaUT - UNIT 20 HVACIPLUMBING ROUGH-IN5 - UNIT 2q' INTERIOR BUILDOUT - UN[T 20� '�` ':� ACIPLUMBING ROUGW-INS - UNIT 2 INTERIOR BUILDOUT - UNIT 2q_ _�� `� Aciivity Activity �p Description U204-MP01 I HVAC/PLUMBING ROUGH-INS - UNIT 204 U204-FIN1 JI INTERIOR BUILDOUT - UNIT 204 U205-MP01 HVACIPLUMBING ROUGH-INS - UNIT 205 U205-FIN1 i INTERIOR BUILDOUT - UNIT 205 U301-MP07 I HVAC/PLUMBING ROUGH-INS - UNIT 301 U301-FIN1 INTERIOR BUILDOUT - UNIT 301 1'"{!T 302 - �RACTI+��fAL FEE #� J2-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 302 U302-FIN1 INTERIOR BUILDOUT - UNIT 302 IJNIT 303 • WlidLLY CIWNECi #2 U303-MP01 � HVACIPLUMBING ROUGH-INS - UNIT 303 U303-FIN1 INTERIOR BUILDOUT - UNIT 303 U304MP01 HVACIPLUMBING ROUGH-INS - UNIT 304 U304-FIN1 INTERIOR BUILDOUT - UNIT 304 Uhlti;305 - WHC)LLY C�WM1i�C} #8 U305-MP01 HVACIPLUMBING ROUGH-INS - UNIT 305 U305-FIN1 INTERIOR BUILDOUT - UNIT 305 . Ua01-MP01 HVACIPLUMBING ROUGH-INS - UNIT 401 U401-FIN1 INTERIOR BUILDOUT - UNIT 401 U402-MP01 HVACIPLUMBING ROUGH-INS - UNIT 402 U402-FIN1 INTERIOR BUILDOUT - UNIT 402 U403-MP01 HVACIPLUMBING ROUGH-INS - UNIT 403 U403-FIN1 INTERIOR BUILDOUT - UNIT 403 � Orig � Early � Eariy � �-� �lll� ��rt � �iii�Sf1 �.. ii�� it-ii��i�ir�riti�ii�iir.i 25 24MAR08 25APR08 170 28APR08 010CT08 30 31 MAR08 09MAY08 120 12MAY08 290CT08 22 07MAY08 06JUN08 100 09JUN08 280CT08 22 14MAY08 13JUN08 100 16JUN08 04NOV08 22 21MAY08 20JUN08 100 23JUN08 11NOV08 25 I07APR08 09MAY08 110 12MAY08 150CT08 30 14APR08 23MAY08 120 27MAY08 12NOV08 22 29MAY08 27JUN08 100 30JUN08 18NOV08 22 05JUN08 07JUL08 100 08JUL08 25NOV08 30 21APR08 02JUN08 125 03JUN08 26NOV08 Sheet 14 of 16 HVACIPLUMBING ROUGH-INS - UNIT 2Q'�J INTERIOR BUILDOUT - UNIT 2� �i" �;^� HVAC/PLUMBING ROUGW-INS - UNIT 2q_}i,/ INTERIOR BUILDOUT - UNIT 20 ' ';' '""� WVACIPLUMBING ROUGH-INS - UNIT 3 INTERIOR BUILDOUT - UNI7 30 �. HVAC/PLUMBING ROUGH-INS - UNIT 3 FNTERIOR BUILDOUT - UNIT 30 �`�`� % HVAC/PLUMBfNG ROUGH'-1NS - UNIT 3 J ( INTERIOR BUILDOUT - UNIT 30 =�. HVAC/PLUMBING ROUGH-INS - UNIT 3Q'�,/ INTERIOR BUILDOUT - UNI7 30� �� BING ROUGH-INS - UNIT 3��,/ I INTERIOR BUILDOUT - UNIT 30 '� � HVAC/PLUMBING ROUGH-INS - UNIT'4 I IN7ERIOR BUILDOUT - UNIT 40 �°� ACIPLUMBING ROUGH-INS - UNIT HVACIPLUMBING ROUGH-INS - UNIT 4��:/ INTERI�R BUILDOUT - UNIT 40�-�/ Activity �Y 1-IAf2D5CAPEtL.ANC�SGAPE A�t�vity a�i� �ariy .�a�y �sc��t�fl� � r�u�- � Start Finish GCYSW-1611 ROUGH-IN SITE ELEC - SITE GCYSW-0259 FORMIPL LIGHT POLE BASES - SITE GCSW-0206 FINE GRADE FOR HARDILANDSCAPE - SITE GCYSW-0208 PREPARE SUBGRADE FOR CONC PAVING - SITE GCSW-0291 INSTALL IRRIGATION SLEEVES - SITE GCSW-1500 INSTALL HEAT TUBE FOR HEATED DRIVEWAY - SITE GCSW-0251 FORM/PL/FINISH SITE CONC - SITE SW-0255 PLACE CONCRETE PAVING - SITE ' GCSW-0293 INSTALL IRRIGATION SYSTEMS - SITE GCSW-0295 INSTALL LANDSCAPING ITEMS - SITE SWAA-8880 CLEAN UP/PREP RAN PUNCHLIST - SITEWORK ! SWAA-8888 COMPLETE RAN PUNCHLIST - SITEWORK ` SWAA-9990 PREPARE OWNER/A-E PUNCHLIST - SITEWORK I` SWAA-9995 I COMPLETE A-E PUNCHLIST ITEMS - SITEWORK PNGL-0724 CYSW-0330 CYSW-1611 �W-0291 CYSW-0251 CYSW-0293 CYSW-0295 POt�L . � CYSW-1305 CYSW-1306 CYSW-1613 CYSW-1390 CYSW-0325 APPLY WATERPROOFITEST - COURTYARD ABOVE GARAGE POUR PROTECTION SLAB - COURTYARD ROUGH-IN SITE ELEC - COURTYARD INSTALL IRRIGATION SLEEVES - COURTYARD FORM/PL/FINISH SITE STAMPED CONC - COURTYARD INSTALL IRRIGATION SYSTEMS - COURTYARD I INSTALL LANDSCAPING ITEMS - COURTYARD GUNITE POOLISPAS - COURTYARD , INSTALL POOL EQUIP/PIPING - COURTYARD PULLITERM ELEC TO POOL EQUIP - COURTYARD INSTALL POOL TILE - COURTYARD APPLY CONC SEALANT @ POOL DECK - COURTYARD 5 21APR08 28APR08 3 24APR08 28APR08 3 29APR08 02MAY08 5 05MAY08 12MAY08 8 05MAY08 16MAY08 5 13MAY08 20MAY08 4 19MAY08 27MAY08 2 22MAY08 27MAY08 2 28MAY08 29MAY08 10 30MAY08 13JUN08 2 080CT08 090CT08 2 100CT08 130CT08 2 140CT08 160CT08 8 170CT08 300CT08 5 07AUG08 13AUG08 3 14AUG08 18AUG08 5 19AUG08 25AUG08 2 26AUG08 28AUG08 5 15SEP08 1.9SEP08 5 22SEP08 29SEP08 5 26SEP08 030CT08 15 19AUG08 12SEP08 5 15SEP08 19SEP08 3 22SEP08 25SEP08 4 22SEP08 26SEP08 5 22SEP08 29SEP08 Sheet 15 of 16 t Itlitltt3lkJi'I�I�t�iitt�l-��II ROUGH-IN SITE ELEC - SIT�f FORM/PL LIGHT POLE BASES - SIT� FINE GRADE FOR HARDILANDSCAPE - SI� EPARE SUBGRADE FOR CONC PAVING - SI `]� INSTALL IRRIGATION SLEEVES - SIT� _ _ _ _ /�INSTALL HEAT TU FORM/PUFINISH SITE CONC - SIT� PLACE CONCRETE PAVING - SIT� INSTALL IRRIGATION SYSTEMS - SIT`� INSTALL LANDSCAPING ITEMS - SIT�% _ CLEAN UPIPREP RAN' PUNCHLIST - SITEWOfj� COMPLETE RAN PUNCHLIST - SITEWOF� PREPARE' OWNER/A-E PUNCHLIST - SITEWOI� COMPLETE A-E PUNCHLIST ITEMS - SITEWOf�% � APPLY POUR PROTECTION SLAB » COURTYAF� ROUGH-IN'SITE ELEC - COURTYAR� INSTALL IRRIGATION SLEEVES - COURTYAI� FORM/PLIFINISH SITE STAMPED CONC - GOURTYAI� _ _ _ INSTALL IRRIGATION SYSTEMS - COUR7YAI� INSTALL LANDSCAPING ITEMS - COURTYAI� �,.._ .,.. .. .... . GUNITE POOL/SPAS - COURTYA INSTALL POOL EQUIP/PIPING - COURTYAF� PULWTERM ELEC TO POOL EQUIP - COURTYAI�7 INSTALL'POOL TILE - COURTYA� APPLY CONC SEALANT @'POOL DECK - COURTYA� „ n� °� SUBMITTAL ITF'-' '� � The WIIIOWS Date: 05/14/200 BUILDING MOUNTAIN RESORT COMMUNITIES Page:1 of 1 Project No: 39-07-00 NO. S02240-1-001 PACKAGE NO: �S02240-1 TITLE: Dewatering Submittal REQUIRED START: 05/14/2007 REQUIRED FINISH: 05/18/2007 DRAWING: DAYS HELD: 0 STATUS: NEW DAYS ELAPSED: 3 BIC: TOV DAYS OVERDUE: -4 RECEIVED FROM SENT TO RETURNED BY FORWARDED TO TOV JM TOV JM Revision Drawing No. Description / Remarks Received Sent Returned Forwarded StatusSepia�rints Date Held Elapsed 001 Dewatering Permit 5/11/2007 5/14/2007 NEW 0 0 0 3 Application Attached are 2 copies of the Street cut permit for DeWatering, De Watering Plan, Construction schedule and DeWatering wastewater discharge permit. � � � U � � D MAY 14 2007 TOWN OF VAIL R.A. Nelson & Associates, Inc. Rev. Date: 01/23/07 51 Eagle Road #2 / P.O Drawer 5400 / Avon, Colorado / 81620 / 970.949.5152 / F8x 970.949.4379 Form: f_sb_o�m MUST BE SUb�.��TTED MIN 3 BUSINESS DAYS PRIOR TO PERMIT ISSUANCE APPLICATION FOR � RIGHT OF WAY USE-STREET CUT PERMIT p�#:. Town of Vail PW#: Public WorksDept Parcel #: o� IO 1O�o?(� OO/ — a/O /Q�'' a/ 9 Q�Q 1309 Elkhorn Dr Bidg Permit #: B - Vail, CO 81657 WARNING; Inclusion of false informafion in this permit application establishes an nutomatic denial for a Right of Way Use- Stteet Cut Permit rind�forfei[ure ofapplication fees. By signing this permit, the applicant declares he/she has read al) contents of this document, To�vn oFVail Roadway Standards and chapters ofTitle 8— Public VVays, and Property, of the Vail Municipal Code and is fully aware of its requirements and agrees to pay all applicable fees. Application Fee: SS0.00 . , Company p Company Name: RA ��L.tSOn Phone: , 1� 9'.5��5ni City/State/ Company Address: .Sl �FiG��'�.� P�� IDQ1�l/ �� z�p: AUO�CCb. l6�_ Contractor License Number: � � 7� "%� ContactName: ��U�... �JV{�Q��G� ROW Use Location: . EmaiL•.�.�PZ�'u�+�c�� C� �An�L.SOn: CC)!�. Contact 'r � u`' . Phoue: `7 7 � ' �m d"G��`.;.,,. . - :,-. ;.�. - .. -<.:.,��a . ,. , i Y-• �%i Requested ROW � : t� ;' _ =Requested �'>•�.:=�` �f;_,,,, . Use Dates: �`� 7 to �"`�``�',� � Work Times: � ''�'"� �p-j_. �urpose for Request: __ Street Cut Dimension (if appli.cable): .;r" ❑ Underground Utility Installation : • - � ' � '. ❑ Landscaping Length: °' ❑ Temp Site Access . , . ' . `'` �.,�;�:'� � O Construction Staging Width (min 4'): -'`''�'• '4 ❑ Roadway Construction, ;' : ::.�:. �'�' • _ ,`�':'�:;_,:,-' � s,,-:H: � Other(explain): �.1FGU{�%�'•�/%��'''^��.•: Total.Square.Footage: �r�x},`��;�''�-' � :,.,:;,:. .. -,;:. , i�;';,;,; V:.. Requested ROW Use• ";�`;<. " _ • `"'° ="�"•'� :X��;':•r .:.,;>r:: _4` ❑ Single Lane Closure — Ift of closure�(including,taper) • �.;°;.,,;:: ❑ Trvo Lane �losure — ]ft of closure (including taper) ` ' - ' � ",•`� �... : - .. ❑ Three Lane Closure, —.lft of closure (including taper) • �� SiclervalUBike Path''-1'$ of closure ' � " - .�.::: Other (explain): - �� H-7�.i2! /} G /-�llg/i . 1. ' Applicant shall submit a traffic control plan; and work'site/staging plan with this `application. Traffic Control Plan shatl be in compliance with the MUTCD and shall show str.eets with names, adjncent intersections, advanced wa'rning signage, taper lengths, buffer space and work zone dimensions. Nofu!! ' sr'reel closures are a!lorved. 2. Applicant must contact Public Works Depflrtment at 479-2198 24 hours prior to commencing of work. Failure to notify the Town will result in forfeiture of bond money. 3. Applicant is responsible for obtaining appcovals from all utility companies having an existing utility line'within the project site, applicant has option of routing lpplication through the Public Works office to obtain. the necessary Town of Vail sign�tures. Please allow up to one week to ptocess. Xcel Enery (800-922-1987) Qwest (800-922-1987) Comcast (800-922-1987) Holy Cross Electric (800-922-]987) Eagle River Water & Sanitation District (970-�77-5453 Town of Vail Electric (970-479 2158) Town of Vail Irrigation (970-479-2158) I�L k3URC�10C� � t...�a,�-��' �l".� 2.�A� �-- i� Print Applicant Name � Applicant Signature • Date F:\cdev\FORMS\Petmits\Publ ic . W orkslrow_appl i cation_30D6, doc � � s � � � � � Attached is the proposed construction dewatering plan for the Willows project at 74 Willows Road, Vail Colorado. The amount of well and placement of those well will vary depending on the true location of the water encountered on the site. RA Nelson anticipates pristine underground water if water in encountered. Depending on the amount of ground water encountered it may be necessary to go to plan B which will be to increase the amount of well and the amount of pumps required to maintain the water migration within the project site. Run off is not anticipated on this project. Do to the site location and design the site will contain all underground water and natural water entering onto the project. If you should have any further questions or comments regarding this plan please contact Paul Burbidge at 471-6047 Regards: c- Paul Burbidge RA Nelson 5-14-07 & m S � 9 � 0 - �s. _ —� - �. �.„.� -- - ---- - _ _. � ,�.�.� �e �..�.� a. � ,� _ � „�� .�. «.�,� - ", - _ _ . .�� ...�. � .,,- - - - � - '°'':�.`� ,,w,;,� � - - �';� - - -_ - - - -- - - - - - - '_ - _ � �- VNI . _V'r "_. _ ._ - _ - - _. yy >. �. _" � uO ORlP9WnE6tN1 " � o' � .. - - - - _ - - -. -' �� .._ - . ._ _ .iwATw' - __ iw �i°`Ai - ..�. - - �pv�.eE 6YN: - . - - � . we�t 'muli-o�'MYMIU�T .� r+ns� ' -ej[G= _ no _. r _ .._._.-__ � , '. � ' __sv. -_' .- '-�° � _ - ...� - _ - � , _ . .._ _. . ._'„ ..' : :'m.c..e� . - _ ' _ .. _ _ .,..vi.. _- _ _ _ __' - _ "` � � _ .. - _ ' '_. ��Ta r______'_"___�iFinr'F�� - '�vui(xr:m�icAmuj I . ..�I-°""r-�-� I a I nn.� 1 LOMqqCT� S11qLL NOT E IIPOH Ofl WSTlfl6 PoVA RU[E PPOPEXIY WPkIC CONSiN11CilON 1 s y � � � i i � a � L�=1� i i i o i LLaam�; %.� I'I �o°s��w-�ewu� rvm�.�wo : _�7',�, !,., I " � u� � �ql ';.�'�� ,�..oz- � � . i= � ' :,:,1 „ i ia«„ � '' � � ` --- � E /z'?�,�ii'::;.� , 'i' i i o i -= ry==� ,;; ��.,�, V; �.;;,;,; , ,:, , ;�;; ��, �, RNA RIDGE ' � K �� ^ i SOUTH � � i �--- i iFi �°°�-".�°�"�s � �� i i. i , . i �c . _ � i� � ��t:�: � . i�` �� Lm-> I 3 -� I u I r-1 � i 1 o I ` �� L��7J r---� r---� i---i � i i i I e I I a I I o I `L'A� � I I I I LL^�^.� J LL^�=_!J lmi�u4 �s: s��icuw) .: �_ � a � i a n o i „� � � e_��1 � '°--- THIS PLAN IS NOT FOR STRUCTURAL � �� „�„„,,,,,� TRIUMPH ��n�� INFORMATION. REFER TO STRUCTURAL �� ."w'�.�„�'��R�..,�....e�,m:w "�. �EVEIOOMENT , PLANS FOR STRUCTURAL INFORMAl10N. � °�` � '�"�^°��`"• µ°��" ��'' `��"� � �" _ � p' m""`"nr�e a� can,n.� eFSUar u.swrv ..a�..c x"" a .�� µ�.�o�u� ro Roqp .�.� :,a�, 2<� , .�...��. °� � �`� ��...m � ,..�.��..,�,._,a•:.; �.� =e�. �� '�.,� � � �� 8�� ASSOClA2E5 �� .C.T �j . �ID�N4 � /�m�Maru �rt �MIm�t1aR§ ISHnXWlllrv 1�01MF pLtlYBlWTAIS OI MS PPTT. __ - _ tm�l �� .�`� _' � r��w a�or� wo�me ��rwm� ama�r�.�mre��' _ "� ��..,��,.s�.N,,.��,� �ro , '� �� ws �pewia um�s aiw. z coameuim wm wre axafs) v ENGINEEHING INC � -_�'r--_---'- !:•-��'� � risrm� rs 1� unxa�m,wss rc rtmivav m ec ixsnwm am wxrtxxm nr w. • a -- �-- - �� ' K ..� - wn wtr xaw m smucxnr nurs va+ w wuw�nox ARGHIIECNRE. ' _, m� ' - I � •. '44: ' w�aw�na. � . o..{ r-11 � 3 ' _ x wu�m mw uxow rv� rau�eu. a.ut w�a � A PIPNNING. INIERIOR �E51f3N - � a �+ �p �m ER �a�� '�� m Son Froncieco :� I � � � M� AL i� � m•,MYm 6a�L4� s ue� Yt�nsti«�. �a 1 I p_�. \�� e. � ` 1wRa ua MuMUa slRUenil�Ea PxvlR m F11GV�MN. um sm� n �u�•^�: �T � °�mw ��e� mn. s x-e.au m mi nuu ruE manm ` a�� . c ��'� o� 1� _ e� ��w`�w.ucm•j"''uw .s mc ea+w<� wu �re V� v'a': �iv z«�: I.0 I I w.«� �- � iewr,we:wr-a-wvrawr��wener �X°owai� I 1 _.L � �e nrwuxwn� 1� e�xo ��.'1=r�,x. � ��o�ors �aawvwn m� � txc aueawt euv�nws iaamm rta ]nusavilla O/H�w. �L4� 1�, i �.. , "x""'s�e'�e.� exoim rw mc mam�n w�ia�m a�.� es� .xo y� nKOxwE elEwMxs �cctlqx0.r. ;� � �. mo.e�r m�m0. rwmES vamrwr ��ro ' µ wn xoirFe � �e . ' �,� `9y wwcwm pnw oa�saeam"�`i m""�0° � o. � u. rmi. !1 j '� �M� � 1 I ' ' �. Iramar �ev somo �ww vnon m wxmainwn ro onawe aac m�wnr '`m�:`"'ew e�o'�rs ..j. � e� j r�mwa 1'1 0 1 owvnw xcoc rsn.�� uv ua a[A •x �u rnc 1" sm..em wu °,�„o� � .�„ � P.c �.. L__., J �i o i .: noianuux.ax. I I" a- ' x�r a�wreu m�u o��mimo�uoximnva w� ��u°°Rm°fn•mr __'��. L__-J n%`... s .wr.om.10N2 �/� . �'�"O s�iaw � u�e unurv"'�mnx�iwm��. m�.mxc mn fwa�m w�u w V I .. `�""`�OR�°4°� PRO� o�"iw�naca� a��w� �� u�o m w ra � °'� ' �' ° wmr°u"��mm �a w��was°qONp�rm er xw swrnwri e�xrms an fri °o o° �. �„n� �,,,,�. w o 0 r-----------� m �° s � W,�rt xi �� »,�« TM � � � ,� K ,�� .� �. � O 3 0 i .,�,a, �,� i �g; .,� 44 WILLOW a�,� �� 1 � �� _� ; � PLACE H a a j I ` j . @fOiMWATCR MANA� �OUeNCINCp � ^� i ' I - vcwsm am�m�� ewma onus aE at rexce m,a� emsmurnw � 1 T- v w�inu�we� ixe wnu a.axe�vw�. �---�"-°�--- �,.m...�.,� �,.�„�..� � �.,.,�,. ei r-.• sw � 1 c� a�eTUU � s cwnwer mExr mnxu was an snw ms �� i • .��. �� "'� � � .� "'° m�` "°"'`�`"a" i r' ti �,�. �. � n.�o��: u � i � - � ' �. �� w�, ..�,�w� � � "".� w� �.w. �m_o� �� r--- "� � � A,a.,.. i i. � i _ � �. � - � o � ! i . ,� �,_ �._ _...----__..._,_ � � ._ m.,, �ti � �, ,� . �.. �, / . .,.. �: i � ,�..�a � ��, i��. <• : inaommm � , � `�"`µ'-�.°' re�� --- --- wsw� �_ ,�� ,.:.; �w'�aC�umiw�l � 'L� 1 Rwe�e� w�' �0�rew�'�irndaw�iaere� I I 1 i L°f°_1. � .__ .i � \ 1 � ' I v I I o I f___ ��f "�-.'- I" �' l �.. _ � _ / �Aw.°1�e � � PiE°1i� . I� I tnx ��:`.,`�, II� . �c�m�ruf - ' I I�� '-�==�r _ __ _ ___L^?�J r--'i m xFU ,.._. . `� F,,, `� � . - . i �l.,.f � i � r -- --LL --=------� ��_�t . L_ _ J il�i � j .' .. I . ..� �n: �. IL ° / �r \ - � _Y., �, �;.� � � j � � , / - . wurc 1 I � � I"_' �''�"_ �-_ '°..' j�L___' '____J,,� I '�� E�' �I'� ". �'`,w M � � � (. . '__-- --� - 1� ' �/f �Ew .°�"� n,., . i. � � O�MG i � � rn �' ,,.. . \ ,ES\\.�nu�:�' � i cb [b � ey. fi,£�'IY.11(�1 ,Iq� � C.� ¢ � n=- � _ �sirie 4rrtn� `{. ��:.� � ..,., WILLOW RG�SAD.m,..•µ _ �`" -- � ��. '".. a_�_.. � �E� �1 ,. sn.w+,� � er,,;'`':fl.., a' � ae �cnvwt � rn � / ��, � .,� - "—"—�—� Ee_.G�—..._�--a—�z—ic—�— _�Jl�)i-�L� ..�_;= �:L_ .._. .� , ,a.� , ' 11,?�.y�� . .%Fj- fa �ti, �..�sl� /..�.t. s � � F� � /. I � � <• �:; ;,, . ��f ��« �-. /� � � �: / .., �/ u. / �s 9� �' ,�,,�, ' +'`� S cy . � ,��"::� �' :i� � i � � ,�; R. � � '`1�,,� •y'�' �'" • �� ` + � ��e.� . �� _ I' �.?^�.'��.� � � RCw �'= """A I , �'�w�:x aaauc �e i mmmun a�o wu snuu <rome�. uxn�wimi h..�. � .w. �, a�.�.. m. � � ,�.an � rv�.. ur,� w�rn i �..w� � � m,w c.�. �o � o =oo, Ao, r�,� oocg NOV. O6. 200fi Propst r+o: zano.00 oro.m nr ,[c enecx.a ey ,r�e. Kuc sn.ec C003 WATER QUALITY CONTROL DIVISION COLORADO DISCHARGE PERMIT SYSTEM APPLICATION FOR CONSTRUCTION DEWATERING WASTEWATER DISCHARGE REVISED APRIL 2007 This application is for use by all dischargers engaged in the dewatering of uncontaminated groundwater from a construction site, regardless of the size of the construction project. Dewatering activities covered under this permit include, but are not limited to, pumping groundwater from wells used to temporarily lower the groundwater tabie and removal of groundwater, which may be mixed with stormwater runoff , from foundations and other excavations. For an electronic version of this application please contact the Industrial Permits Unit at 303-692-3500, or go on-line at www cdphe state.co.us/wq/PermitsUnit. GENERAL INSTRUCTIONS Application Due Dates: At least thirty days prior to the anticipated date of discharge, the owner (or operator if the owner does not operate the facility) of the facility shall submit an application as provided by the Water Quality Control Division ("Division"). Following processing of the application, a permit certification and other relevant materials will be sent to the attention of the legally responsible person (Item 4 on the application form). Permit Fee: Do not send anv navment with this application. You will be billed once you are covered under a permit. Current permit fees can be obtained from the Division's web site at www.cdphe.state.co.us/wq/PermitsUnit. Application Completeness: All items of the application must be completed accurately.and in their entiretv or the application will be deemed incomplete, and processing of the permit will not begin until all information is received. Use the attached instructions to complete the application. If you have questions on completing this application, you may contact the Division at (303) 692-3500. Two copies of the completed application shall be submitted to: Colorado Department of Public Health & Environment WQCD-P-B2 (Attn: Industrial Permits Unit) 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 If you need an extension of this permit you are required to ra eaav for all additional quarters requested, and the request for extension must be made 30 days prior to the expiration date shown on your permit. The Certification and Authorization to discharge wiil cease on the expiration date shown on your Certification if additional quarters requested are not prepaid. WATER RIGHTS (THE ADDRESS BELOW IS FOR WATER RESOUR CES ONLY) The State Engineers Office (SEO) has indicated that any discharge that does not retum water directly to surface waters (i.e. land application, rapid infiltration basins, etc.) has the potential for material injury to a water right. As a result, the SEO needs to determine that material injury to a water right will not occur from such activities. To make this judgment, the SEO requests that a copy of al( documentation demonstrating that the requirements of Colorado water law have been met, be submitted to their office for review. The submittal should be made as soon as possible to the following address: Colorado Division of Water Resources 1313 Sherman St. Rm 818 Denver, Colorado 80203 Should there be any questions on the issue ofwater rights, the SEO can be contacted at (303) 866-3581. It is important to understand that any CDPS permit issued by the Division does not constitute a water right. Issuance of a CDPS permit does not negate the need to also have the necessary water rights in place. It is also important to understand that even ifthe activity has an existing CDPS permit, there is no guarantee that the proper water rights are in place. 1 INSTRUCTIONS FOR THE APPICATION FORM GENERAL INFORMATION: Item 1- Permit Duration: Select the length of permit coverage for the dewatering activity. Item 2- Property Owner Information: Provide the name, company if applicable, address, phone number and email address of the person who owns the property where the dewatering will occur (this person MUST sign number 15). Item 3- Operator/Contractor Information: Provide the individual's name, company name, address, phone number, and email address of the operator or contractor; in addition provide a local contact and phone number who is familiar with the site (this person MUST sign number 15). Item 4- Legal Responsibility for this Perm it: Identify whether the owner of the parcel; or the operator/contractor of the project, or both the owner of the parcel and operato r/contractor is taking legal responsibility for this permit. Item 5- Anticipated Construction/Dewatering Schedule: Provide the current estimated start date of construction dewatering and provide the length of time dewatering is anticipated to last. Item 6- Type of Activity: Provide a description that indicates the general nature of the construction activities that are requiring the dewatering. Also describe if the dewatering discharge is from an open excavation, such as a trench or foundation, or from a groundwater lowering well. DISCHARGE INFORMATION: Item 7- Location of Construction/Dew atering Site: Provide the address of the construction/dewatering site. If the exact address is not available you may use an approximate address, the nearest intersection or boundary streets including directional identifiers (e.g., "South of 14th Avenue between Sherman St. and Logan St.", or "West side of C.R. 21, 3.25 miles North of Hwy 10") or other identifying information. A street name without an address, intersection, mile marker or other identifying information is not adequate. Provide the name of the project, plan, or development. Item 8- Latitude/Longitude: For each discharge provide the discharge number (e.g., 001, 002, etc.) and the approximate center point of each discharge (see 10), to the nearest 15 seconds. The lat/long must be provided as degrees, minutes, and seconds or in decimal degrees with three decimal places. This information can be obtained from a variety of sources, including: ■ Various Websites: http•//terraserver.microsoft.com, http://geocoder.us/, or www epa �ov/tri/re�orts/sitin�tool/index.htm ■ U.S Geological Survey topographical map, available at area map stores ■ Surveyors or engineers for the construction project should have, or be able to calculate this information ■ Using a Global Positioning System (GPS) unit Item 9- Discharges to Storm Sewers/Conveyances: If the dewatering discharge is going to a storm sewer or other type of conveyance before entering the receiving waters, check yes. Written permission from the owner of the storm sewer must be submitted with the application. Storm drainage systems are typically owned by the city or county they are located within, and therefore contacting the local city/county is the appropriate place to start to obtain this permission. Item 10 - Discharge Information Table: The following information is required to be included: ■ The name of the receiving water(s). If the discharge is to a ditch, identify the ditch and the ultimate receiving water(s). Receiving waters are any waters of the state of Colorado, even if the natural drainage is usually dry. ■ The approximate descriptive location of the discharge. For example, "the dewatering will be discharged along a half mile stretch from Shawnee Rd to Porcupine Rd.", or "the dewatering discharge will enter the storm sewer located at 6'i' Avenue and Sheridan which flows to Bear Creek". If there is more than one known discharge, include this descriptive infortnation for all known discharges. ■ The flows expected (in gallons per minute or millions of gallons per day). You may estimate the flow contribution if no data is available. ADDITIONAL INFORMATION: Item 11 - Location Map: This map is an area location map (attachment to the permit f le), which must include construction site location and the approximate location of discharge(s) to the receiving water(s) listed in Item 10. The map must have a minimum scale of 124000 (the scale of a USGS 7.5 minute map). A legible submittal is required on paper 8%Z by 11 inches. Item 12 -Detailed Sketch Map: This is a detailed location sketch showing the location of end of pipe dewatering discharge(s) at the site and structural Best Management Practices (BMPs) that will be used to treat the groundwater discharge, if known. You may either submit: a. The approximate location of each end of pipe dewatering discharge at the site (e.g. where the flow will be discharged from the pump or BMP), the BMP(s), and the sampling location(s); or b. If multiple dewatering locations will occur at the site as needed, such as may be the case for single family residential or utility construction, the construction site boundary for which all dewatering will occur within, and if known at the time of application, the approximate location of the potential end of pipe dewatering discharge at the site (e.g. where the flow will be discharges from the pump or BMP), the BMPs, and the sampling locations. A legible submittal is required on paper 8'/: x 11 inches. Item 13 Potential Groundwater Contamination: Dewatering on/near Landfills, Mines, or Mill Tailings: If the dewatering project is located within one mile of a landfill, abandoned landfill, mine or mill tailings check yes. In addition, provide as much detail as possible regarding the extent of contamination and attach all sampling data. Indicate the location of the landfill, mine, etc. on the Location and Detail Maps. Sampling Data: If the groundwater to be discharged has been analyzed for any parameters attach the sampling results to the application. Contamination plume information can be obtained from the following source: htt�•//www cd�he state co us/hm/HMSiteCover.htm Item 14 - Stormwater Permit for Construction Activities: If the applicant holds a stormwater permit for construction related activities (parcels > 1 acre) include the stormwater permit number. If you have applied, or intend to apply but have not yet obtained coverage and your certification number, indicate "Pending" for this item. Item 15 - Signature of Applicant: Both the owner of the parcel and the operator/contractor performing the dewatering activities must sign the application. The application must be signed'to be considered complete. In all cases, it shall be signed as follows: (a) In the case of corporations, by a principal executive officer of at least the level of vice-president or his or her duly authorized representative, if such representative is responsible for the overall operation of the facility from which the discharge described in the application originates. (b) In the case of a proprietorship, by a general partner. (c) In the case of a sole proprietorship, by the proprietor. (d) In the case of municipal, state, or other public facility, by either a principal executive officer, ranking elected official, or duly authorized employee. _ _ �'UR AGENC: PERMIT P JSE ONiY fMBER : CON5TRtJCT1.dN DEWAT�RIN G • - '. ;: _ ... INDUSTRiAI. WAST�,�VATER ATSCAA RG� APPLICATION ,, � � �� '<AATC �ItCCI MON7f1 , LA , _ ::' ��DAY - ALL APPE.ICAN3S Ml7ST FOLLOW i'HE ATTACHED INSTRUCTIONS FOR CO{NPLEiION OF TNIS FORN1 Please print or type. A1! items must be compleied aecurately and in their entirety or the application will he deerned incomplete and the application returned. Processing ofthe app9ication will not begin untii aEl inFonnation is reoeived. L'lease refe�• to the instructions for information about ihe required items. Origina! signatures ere required for item 1 a. G�IV ERAL INFORMATi ON 1, Permit Duration: 1 Qtr ❑ 2 Qtrs � 3 Qtrs � lYear❑ 5 Years � 2. Name and address of Ebe property awner: (aiso must sigrt sit 15) [ndividual's Nam� S t ��l � V� �rus '�c.k y ?�' a � � �� P �d ! a "'"°'" "�` Mailing Address 7�{ Z � W�V"` o k �'�V2.:� 1.�� f1. �• �{�i� City, State and Zip Cod� U`��'�� !'N� �� Phone Number (',3Q j2 (�$ �' -! t Z Email Address S �� CPi ��ly v� � h�e✓ ed�l 3. Name nnd address of the aperator/cantractor: (ulso mustsign at i5) Company Name � � � N� r � � � � � 554 G t +�"T� � individuai'sName ��l% L— fJ� vz vS� D � Maiiing Address �� h�"w �"�' 3'"�/V � -- City, State and Zip Cod ��'� �� f° 2� Phone Numher (�l ?�j 'y 7 � '- �!0 `l� 7�' Email Address �+� � � i0 �� ' �'��°�N C�'� Locat Contact (familiar with facility) !"� i%'E' u--f�^ 6e��'�"� Title .�d�n �ov� �e�' ��`"'�"� PhoneNumber (l74) �% �' Z�`�`'� 4, Wha is taking legal responsibility of t{�is permit7 Owner (#2 from above)❑ C)peratnrlContractor (#3 fi�om abov� Bath Owner and Operato� 5. When �vill dewatering begin? �C+ 1 D�-Estimate how long dewatering will last: Years Montl�s�_ ` b. Type of ucfivity; e.g., hightivay bridge and tunnel canstruction; sto��n drain expansion, etc. and s description of activities being performed, including canstruction schedule and months of operation. Specify source(s) of wastewater to be discharged ('t.e.well, foundation excavation, trenchtng, etc). ��,� ��yti�,��t��a_,__�'n2vvR� iiJet�c,✓ u� se4�w.� l+-" J.r�.,t �`iT?'/�e-krc.� p1SCHARGG INfaRMAT[ON 7. Locatian of the constructiouldewatering site: Streee Adc(ress (or cross str�zts) �i'� Ltif 1! UW �O r�� City (if unincorporated, so indicate) �a.� (— ��vi'�-►`�'� � e°°°ty ��`�O �"� Name of plan, pcoject, or development 'T'�-4 G� V✓r t t 1�11t%S - 8. Latitude/Longitude: Center point of the construction projecVdawate;ing location; use one of the follawing Formats: o c�i $ Lon itude / O�n �� (e•g-,39°��11", tD4°Si'S7"} LBtiiUde �'a� g 3_ �. _ � tl fe� minutes secoads degrees minides seconds S =or- Latitude . Longitude _ (e.�., 39.703°, 10�.933°'} degrecs (to 3 decimal places) - degrees (to 3 decimnl pluces) 9. Will the dis�harge go to a diteh, storm sewer, or any other type of conveyance? YE� NC� • IfYE5, in tabie l0 includethe name ofthe ultimal'e receiving waters wl�ere the conveyance orstorm sewer discharges- = If YES, submit documentation that the ozvner ofthe ditch, storm sewer, o�• any other type of conveyance, allows this discharge. f�io certiiication �vil1 be processed unless documentution of approva) is received. 1 p. Discharge InformAtioa: In the tnble below, inalude the following information for the discharge: (5EE [NSTRUCTIC)NS) . lnciude the name of the raceiving stream(s) where the dewatering discharge will eva►Ytually reach • Inclttde the appinximate location of the discharge (e.g. "discharge wilE oecur betr,veen S'�' Avenue and 24�` Avenue", or "the discharge will en#er the stor�n sewer lacated at the corner of Speer Blvd and 8'�' Ave., which eventualiy flows to Cherry Creek" • include the estimated tiaw oithe discharge; this can 6e based an puiz�p capaoity and anticipated num6er of pumps, ot• ather applicable �neasure, Diseharge Point(s) APP[ZUXiMA'�'E I.00ATION OF RECCIVIIVG DISCHARGG STREAM(s) (to receiving �vmEer, und storm sawer/ditch if applicnble.) C� �7�rdrn S��-'�- e��[n. W�y,� C��nsn � �� CSIMATED FLOW RATE ��.g., �omp �ap�cicy mulGplicJ by anmhei� oP Pu�P�) � ,� lC ..... .................. .. .....................�......_.__...._.._..._.�......w......_................................................_,:.._._.,......._.....,.................... :.............._...... . . ,..,.........,.�......._.__.�.. . � : Sumpling and Reporting Requirem ents: Sampling must occur at e� end-o%pipe dewatenng location ; :(after going through your choice of BMP, if necessa�y), as required in fhe Constructian Dewatering permit. ': ; Bischarge Monitoring Reports must be submitted to the Division manthly. The sarttpling resutts must be : f maintained on the construction site. : � .._.....,.._.. ................... .........._......._............ ._..�...__........................ :...................... �._..._. _._......._........................ ••• .............. . . --• 11. A location map designating the location oFtl�e construction site 1nd the discharge(s) to the receiving wa#ec(s) iisted in Item 10. A aorth arrow shail be shown. This ntup mus.t be on paper S'/: x l l inches. 12. A legible skatc6 of the site s►zssH be submitted and include the loeation of end of pipe dewatering discharge at the site {e.g. where the Elow will be discharged from the pump nr SMP), the SMP(s) that witl be used to treat the discharge{s), and the sampling location(s). Refer to the instructions far additiona! guidance specific ta sites with multiple potential dewate�•ing lacarinns. This mup �nust be on ps��er 8'/: x l 1 ineLes. __ ..., ._.,__.._.._......_._......._.._..........._.__..__......_,,...--�- - . ,.._..........,.... .. �Best Manugement Practices (SMP)—The implementation of one or more BMPs will iypiaatly be neede to ; ! compfy with the requirements pf the permit. If the discitarge water isn't visibly clear or when dewatering re- ? suspends sediments BMPs must be used_ Common structu�•al BMP(s) include, but are not limited to: Desiltiizg � : Basins, Sediment Trags, Weir Tanks (Baker Tank), DewaCering Tanks, Cartridge Filteis, and Gravity Bag Filters. ; Depending on the size of the partic(es present in the dewatering discharge one or a combinatian of different types of : : BMPs mav be neecied. . ....... �_..:__._- . ................_..._......_,...__......___._,..._.._................---....,.._..,__,_......__..__._.........,._......_.€ A�piTIONAL 11YFORMATtOIY 13, Potential Groundfvater Contamination: a. is this �peratian looafed within one mile oPa landEli, abandaned landf ll or any mine or mill tailings7 YES NO b. Has the dewatering discharge 8een analyzed for any parameters {pH, i'otal Suspended Solids, Dil and Grease, etc.)? YES /.l..' IFYES, please nttach a copy ofthe samp{ing results. � c, Has the dewatering area been checked for poss i51a ground�vatei conta�nination, such es plumes fi•om leaking underground storage tanks, etc (SEE 1NSi'CtUCTIONS)? YES NO L If YES, show loeation ofthe lAndfill, tailings, oi• possible groandwater contamination on the location map.(11) ar general sketch mag ( t2). Explain the location, extent of contamination, and possible effact on the groundwater pumping from this fncility. Attach a copy ofthe sampfing results. Note: Contact Water Quality Control Divisian for the proper water chemistry parameters to report. l4. Does #he applicant have a Stormwater Permit far Construction Activities? YES ❑ NO � AENDING� if Yes, Stormwater Construction Permit Number Note to the applicanE: Upon reviaw of the application, the Division may request additional discharge information, or arzalysis of certain parameters once ihe application has been reviewed. Tf the Division requests a representative analysis of the water which will be discharged, the application processing time may be lengthened. 15. Signature of both the �ropetty o�vner aad operAtor/contractor are required "[ certify under penalty �f law that I have personaily examined and am familiar �vith the information submitted in this application and ali attachmea�s and th4t, based on rriy inquiry of those individuals immediatety responsible �or obtaining the information, I believe tliat the infoematio is true, aceurate and complete. l am ativare that there are signiiicant penalties for submitling false informatiot din , e p ssibili f fine or imprisonmeat. Signatuce of Property Owner(s Date Signed ' ' ��, �' ��/2,ti.! L _Title �'` �� `'�" Name (printed) Signature of OperatorfContractor(s ' Date Signed �� G7 Name (printed) ��UL. �� ' Titla �QI�� SU1��Z��+r j� Please do not submit incomplete applications, they �vifl not be processed and �vi11 be returned...Thank You i — _ ' ___'�.u^ - - _ � aisc�� ' ' - .y..Q�.. ��"� _ _ ��.une�:.n.��..enr'. . �_ — _�' ANA RIDC sou-rH � r � � � c 0 3� z S„ �,.! x (06 ° z 2. 3 C�-S" w�- �`-! �� ° - -�� K- ��= _ =__- � _ �u`� � �• � _��"��.....y+�' I! �r.,........-.•.-.. t. � 1'""""� � o.� , �y z i :�� __ � � ` ; ; ; �:,�; i �; ti �_: & _.. i ..� �. � �p� .�; � . � i - r--i r—� /'/k � � t i � i I i � � � 4 l { 1 11 w f • 1 �� 3C�71 L�2: LC � LG-'IIJ ?� �� fi�' 1 Me.�.u�n.e+.r1 � �� 1 "i. ^' �� n� •s. . , , . •;� / � /.� �$�i fv�� 5= �ii!' "� i�:•� � � � 1, , � :::)'_:::: 1 I � L__._._. C �� Tl-OS PLqT! IS NOT FbFi STitUC7URAL ��;,,,e,;,o,:�a�na,,,,....s.o,o�.,.s 1HLUMYI-I INFORMAIION. 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Ae:#ivity Activi#y drig -'� 10 Description Rur --- --- -------- PRf)JECT MIL�STON�StKEY dAiES AAAA-0000 XXOA-0100 XXOA-0105 XXOA-0110 ZZZZ-9999 START NETWORK ANALYSIS (start milestone) OVERALL PROJECT DURATION IN CAL DAYS (hammock) ABATEMENT AND DEMOLITION DURATION BUILDING CONSTRUCTION DURATION PROJECT COMPLETE (finish milestone) AAOW-NTP1 OWNER ISSUE PARTIAL NTP TO RANA °'XOW-ES01 END OF SKI SEASON AAOW-M001 OWNER MOVE OUT AAOW-0001_ I SIGN CONTRACT WITH RANA �— XXOW-BC01 I LAST DAY FOR BUYER CHANGES PCRA-DM01 BEGIN DECONSTRUCTION OF EXISTING BUILDING PCRA-SH01 BEGIN SHORING AND EXCAVATION OF SITE 7777-9998 SITEWORK COMPLETE (finish milestone) : AATA-0320 AATA-0510 XXTA-0510 'TA-0750 ' XXTA-9997 XXTA-9900 XXTA-9901 ' XXTA-9902 >' XXTA-9903 Start Date Finish Date Data Date Run Date BEGIN PRE-CAST ERECTION - TOWER A BEGIN STRUCTURAL STEEL ERECTION - TOWER A COMPLETE STRUCTURAL STEEL ERECTION - TOWER A BUILDING ROOF DRIED-IN - TOWER A EXTERIOR COMPLETE - TOWER A FIRST LEVEL UNITS COMPLETE - TOWER A SECOND LEVEL UNITS COMPLETE - TOWER A THIRD LEVEL UNITS COMPLETE - TOWER A FOURTH LEVEL UNITS COMPLETE - TOWER A 01 JAN07 w�oa ° � Early Bar 26NOV08 Progress Bar 01 JAN07 13MAR07 17:10 Critical Activity O Primavera Svstems, Inc. Early Eariy Stai# �inish 0 01JAN07 696* 01JAN07 26NOV08 52* 24APR07 14JUN07 484* 01AUG07 26NOV08 0 26NOV08 0 15JAN07* 0 15APR07" 15 16APR07 17APR07 4 18APR07 23APR07 0 20DEC07 0 22MAY07 0 01AUG07 0 300CT08 0 160CT07 0 07DEC07 0 13MAR08 0 24APR08 0 31JUL08 0 17SEP08 0 290CT08 0 12NOV08 0 26NOV08 THE WILLOWS � � i��rityyai��i-iiiii{,iti(tiliiiA��n ART'NETWORK ANALYSIS (start milestone) Sheet 1 of 16 R.A. NELSON 8� ASSOCIATES PRELIMINARY SCHEDULE �JABATEMENT AND DEMOLITION DURATION PROJECT COMPLETE (finish R ISSUE PARTIAL NTP TO' RANA � ♦END OF SKI SEASON �OWNER MOVE OUT �SIGN CONTRACT WITH RANA ♦LAST DAY FOR BUYER CHANGE BEGIN DECONSTRUCTION OF EXISTING BUILDING ♦BEGIN SHORING AND EXCAVATION OF SITE SITEWORK COMPLETE (finish mileston ♦BEGIN PRE-CAST ERECTION - TOWER �BEGIN STRUGTUR/iL STEEL EREC �COMPLETE STRUCTURA BUILDING ROOF DRIED-IN - TOWER , EXTERIOR COMPLETE - TOWER _ __ � FIRST LEVEL UNITS COMPLETE - TOWER�r SECOND CEVEL UNITS COMPLETE - TOWER�c THIRD LEVEL 11NITS COMPLETE - TOWER� FOURTH LEVEL UN1T$ COMPLETE - TOWER� Date � Activity )0� TOWER B Mil AATB-0320 AATB-0510 XXTB-0510 XXTB-0750 XXTB-9900 XXTB-9997 XXTB-9901 XXTB-9902 TB-9903 Activi#y Qrig Early Ear�fy �scription Dur Start �inish TONES BEGIN PRE-CAST ERECTION - TOWER B BEGIN STRUCTURAL STEEL ERECTION - TOWER B COMPLETE STRUCTURAL STEEL ERECTION - TOWER B BUILDING ROOF DRIED-IN - TOWER B FIRST LEVEL UNITS COMPLETE - TOWER B EXTERIOR COMPLETE - TOWER B SECOND LEVEL UNITS COMPLETE - TOWER B �THIRD LEVEL UNITS COMPLETE - TOWER B I FOURTH LEVEL UNITS COMPLETE - TOWER B ' PCMT-DRB3 DRB MEETING (#3) PCMT-TOV1 � MEET WITH TOV (TOV OFFICES) PCMT-TOV2 �� MEET WITH TOV TO REVIEW DWGSICODE ISSUES PCMT-TOV3 � MEET WITH TOV TO REVIEW DWGS/CODE ISSUES PRECQhISTRUGTIt3N AGTIVtTIES PCDE-CD01 ISSUE FLOOR PLAN BACKGROl1NDS TO ALL SUBS (FTP) PCDE-CD02 ISSUE FINAL FOUNDATION PLAN (TOW - SHOR/PRECAST) PCDE-CD04 ISSUE PROGRESS SET TO RDA & RANA (STOP & PRINT) . �E-CD07 ISSUE FINAL BACKGROUNDS TO ALL SUBS (FTP) PCDE-CD10 FINAL CONSTRUCTION DOCUMENTS COMPLETE PCAB-PE06 PCAB-PE03 PCAB-PE04 PCAB-PE01 PCAB-PE05 PCAB-PE02 BID AND SELECT ABATEMENT CONTRACTOR NTP TO ABATEMENT CONTRACTOR DEVELOP ABATEMENT PLAN SUBMIT FOR AEiATEMENT PERMIT STATE OF CO AND TOV REVIEW OF ABATEMENT PLAN I RECEIVE ABATEMENT PERMIT 0 I 06DEC07 0 28JAN08 0 04APR08 0 16MAY08 0 23SEP08 0 130CT08 p 21 OCT08 p 11 NOV08 0 25NOV08 0 03JAN07* 02JAN07 1 11JAN07* 11JAN07 1 06FEB07* 06FEB07 1 06MAR07* 06MAR07 2 02JAN07 03JAN07 5 04JAN07 10JAN07 17 11JAN07 02FEB07 11 05FE607 19FEB07 1 29MAY07 29MAY07 15 15JAN07 02FE607 5 31JAN07 06FEB07 20 07FEB07 06MAR07 1 07MAR07 07MAR07 20 08MAR07 04APR07 0 05APR07 04APR07 Sheet 2 of 16 BEGIN PRE-CAST ERECTION - TOW BEGIN STRUCTURAL STEEL E COMPLETE STRUCTUF BUILDING ROOF DRIED»IN - TOWER FIRST LEVEL UNITS COMPLETE - 70WER EXTERIOR COMPLETE - TOWER SECOND LEVEL UNITS COMPLETE - TOWER THIRD LEVEL UNITS COMPLETE - TOWER DRB MEETING (#3) �MEET WI7H TOV (TOV OFFICES) �MEET WITH TOV TO REVIEW DWGS/CODE ISSUES �MEET WITH TOV T� REVIEW DWGS/CODE ISSUES ISSUE FLOOR RLAN BACKGROUNDS TO ALL SI�BS (FTP) �ISSUE' FINAL FOUNDATION PLAN (TOW - SHOR/PRECAST) ISSUE PROGRESS'SET TO RDA & RANA (STOP & PRINT) �%ISSUE FINQL BACKGROUNDS TO ALL SUBS (FTP) �FINAL CONS7RUCtION DOCUMENTS COMPLETE ' BID AND SELECT ABATEMENT CONTRACTOR �NTR TO ABATEMENT CONTRACTOR ' DEVELOP' ABATEMENT PLAN �SUBMIT FOR ABATEMENT PERMIT ' STATE!OF CO ANQ TOV REVIEW OF ABATEMENT PLAN �RECEIVE ABATEMENT PERMIT Activity ID PCDR-CI03 PCDR-CI01 PCDR-CI04 PCDR-CI02 Activity �--�----- DESIGN CIVIL DRAWINGS SUBMIT CIVIL DRWGS TO TOV TOV REVIEW OF CIVIL DRAWINGS APPROVAL OF CIVIL DRAWINGS FROM TOV PCN-PE15 BLD AND SELECT DEMO CONTRACTOR PCN-PE12 NTP TO DEMO CONTRACTOR PCN-PE13 CREATE DEMOLITION PLAN 'N-PE02 SUBMIT FOR DEMO PERMIT PCN-PE14 TOV REVIEW OF DEMO PLAN �— , PCN-PE04 i RECEIVE DEMO PERMIT PCDE-CD03 I ISSUE 30% CD'S (RFP FOR BUILD ASSIST MEP) PCDE-CD06 � ISSUE 60% CD'S PCDE-CD08 ISSUE 90% CD'S PCDE-CD09 PERMIT SET COMPLETE PCN-PE03 SUBMIT PERMIT PACKAGE FOR FULL PERMIT PCN-PE10 TOV REVIEW/RDA RESPONSE FULL PERMIT PCN-PE05 RECEIVE FULL BUILDING PERMIT PCPR-GMP2 REPRODUCE 30% DRAWINGS FOR BIDDING PCPR-GMP1 I PRICE INITIAL GMP BASED ON 30% DRWGS PCPR-GMP3 REPRODUCE 90% DRAWINGS FOR BIDDING PCPR-GMP4 PRICE INTERMEDIATE GMP BASED ON 90% DRWGS ... . .... . .. . ... ... . .. , ,. .. . �r^ Y�\ M .,..aY. .vv. PCPR-GMP5 I REPRODUCE 100% CD'S PCPR-GMP6 I PRICE GMP BASED ON 100% CD'S PCSB-PC07 �� NTP TO CIP CONTRACTOR Eariy � faMy Start Finish ,.,�...� .. 33 02JAN07 15FEB07 'DESIGN CIVIL DRAWING 1 16FEB07 16FE6o7 �SIiBMIT CIVIL DRWGS TO TOV 20 19FE607 16MAR07 TOV REVIEW OF CIVIL DRAWfNGS 1 19MAR07 19MAR07 �APPROVAL' OF CIVIL DRAWINGS FROM TOV 20 15JAN07 09FEB07 5 12FEB07 16FEB07 20 19FE607 16MAR07 1 19MAR07 19MAR07 40 20MAR07 '14MAY07 1 15MAY07 15MAY07 10 02JAN07 15JAN07 25 16JAN07 19FE607 22 20FEB07 21 MAR07 14 22MAR07 10APR07 1 10APR07 10APR07 72 11APR07 23JUL07 1 24JUL07 24JUL07 �BID AND SELECT bEMO CONTRACTOR �NTP TO DEMO CONTRACTOR " CREATE DEMOLITION PLAN �SUBMIT FOR DEMO PERMIT ' TOV REVIEW OF DEMO PLAN _ _ _ �RECEIVE'. DEMO PERMIT ISSUE 30% CD'S (RFP FOR BUILD ASSIST MEP) �i ISSUE 60%''CD'S �-%ISSUE 90% CD'S �PERMIT SET COMPLETE �SUBMIT PERMIT PACKAGE FOR FULL PERMIT _ _ �%TOV REVIEWIRDA RESPONSE FULL PERMI7 �RECEIVE FULL BUILDING PERMIT �: .:.. ;. . m.. � ..,.... .� _ _ �5 16JAN07 22JAN07 REPRODUCE 30% DRA;WINGS FOR BIDDING 25 23JAN07 26FEB07 PRICE INI7IAL GMP' BASED ON 30%a DRWGS 4 22MAR07 27MAR07 25 28MAR07 01 MAY07 5 22AUG07 28AUG07 25 29AUG07 030CT07 5 16FE607 I23FEB07 Sheet 3 of 16 '�REPRO�UCE 90% DRAWINGS FOR BIDDING PRICE INTERMEDIATE GMP BASED ON 90% DRWGS �REPRODUCE 100% CD'S PRICE GMP BASED ON 100% CD'S NTP TO CIP CONTRACTOR Activity ia _ PCSB-PC01 PCSB-PCO2 PCSB-PC03 PCSB-PC04 PCSB-PC05 Activity DETAIL CIP CONCRETE/REINFORCING SUBMIT CIP SHOP DRAWINGS REVIEW CIP SHOPS REVISE AND RESUBMIT CIP SHOPS CIP SHOP DRAWING APPROVAL {��g Early EartY Dur ' Si�rt �inish 30 22MAR07 02MAY07 3 03MAY07 07MAY07 15 08MAY07 29MAY07 10 30MAY07 12JUN07 5 13JUN07 19JUN07 PCSB-ST07 NTP TO STRUCTURAL STEEL CONTRACTOR 5 16FEB07 23FEB07 ': PCSB-ST01 DETAIL STRUCTURAL STEEL 40 22MAR07 16MAY07 PCSB-ST02 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS 3 17MAY07 21MAY07 :SB-ST03 REVIEW STRUCTURAL STEEL SHOPS 15 22MAY07 12JUN07 PCSB-ST04 REVISE AND RESUBMIT STR STEEL SHOPS 10 13JUN07 26JUN07 PCSB-ST05 STRUCTURAL STEEL SHOP DRAWING APPROVAL 5 27JUN07 03JUL07 PCSB-ST06 FABRICATE STRUCTURAL STEEL 60 05JUL07 27SEP07 PF20,3EC7 SIiEWOFtK SWAA-0100 IABATE HAZARDOUS MATERIALS SWAA-0201 DEMOLISH EXISTING BUILDING SWAA-0261 CAP EXISTING UTILITIESITEMP WATER AND POWER SWAA-0260 I INSTALL NEW UTILITIES - SITEWORK .SW-0220 INSTALL SHORING - GARAGE, TOWER A TASW-0212 EXIST FND DEMO/EXCAVATION - GARAGE, TOWER A TASW-0226 INSTALL TIE BACKS (hammock) - GARAGE, TOWER A TBSW-0220 INSTALL SHORING - GARAGE, TOWER B TBSW-0212 EXIST FND DEMO/EXCAVATION - GARAGE, TOWER B TBSW-0226 INSTALL TIE B�ACKS (hammock) - GARAGE, TOWER B SWRA-0201 DEMO EXISTING ROAD - WILLOW ROAD SECTION A ` DETAIL CIP CONCRETE/REINFORCING �SUBMIT CIP SHOP DRAW�NGS REVIEW CIP SHOP5 �REVISE AND RESUBMIT CIP SHOPS _ __ _ �:CIP SHOP DRAWING APPROVAL _ �NTP TO STRUCTURAL STEEL CONTRACTOR " DETAIL STRUCTUR�4L STEEL �SUBMIT STRUCTURAL STEEL SHOP DRAWINGS ` REVIEW STRUCTURAL ST�EL SHOPS �REVISE'AND RESUBMIT STR STE�L SHOPS . __ _ __ _ . �STRUCTURAL STEEL SHOP DRAWING APPROV FABRICATE STRUC'TURAL STEEL 25 24APR07 2 ��.� � �� - � � 1MAY07 �%ABATE MAZARDOUS MATERIALS 15 22MAY07 14JUN07 ��. C�I DEMOLISH EXISTING BUILDING 5 31MAY07 06JUN07 �� C�CAP EXISTING UTILITIES/TEMP WA7ER AND 30 03JUN08 21JUL08 INSTALL NEW UTILITIES - SITEWO 25 01AUG07 13SEP07 10 14SEP07 27SEP07 10" 14SEP07 27SEP07 20 14SEP07 120CT07 10 150CT07 290CT07 10* 150CT07 , 290CT07 3 � 21APR08* � 24APR08 Sheet 4 of 16 �JINSTALL!SHORING - GARAGE', TOWER A �EXIST FND DEMO/EXCAVATION - GARAGE, �-%INSTALL TIE BAGKS (hammock) - GARAGE I�FNSTALL SHORING - GARAGE, TOWER ' �EXIST FND DEMO/EXCAVATION - GARA �%INSTALC TIE BACKS (hammock) - GAR� DEMO EXISTING ROA Activity __ �� _ SWRA-0260 SW RA-0208 SWRA-0330 SWRA-0271 SWRA-0440 � SWRA-0295 SW RB-0201 SWRB-0260 ►RB-0208 SW RB-0330 SWRB-0271 SWRB-0440 SWRB-0295 Act�vity Orig Early Eariy bescription dur Start �inish INSTALL NEW UTILITIES - WILLOW ROAD SECTION A 10 25APR08 12MAY08 REGRADESUBGRADE FOR PAVING - WILLOW ROAD SECT A 4 13MAY08 19MAY08 POUR NEW CONC CURBSIGUTTER - WILLOW ROAD SECT A 4 20MAY08 27MAY08 ASPHALT PAVING - WILLOW ROAD SECTION A 4 28MAY08 02JUN08 INSTALL NEW PAVERS - WILLOW ROAD SECTION A 10 03JUN08 17JUN08 INSTALL LANDSCAPING - WILLOW ROAD SECTION A � 10 18JUN08 02JUL08 DEMO EXISTING ROAD - WILLOW ROAD SECTION B INSTALL NEW UTILITIES - WILLOW ROAD SECTION B REGRADESUBGRADE FOR PAVING - WILLOW ROAD SECT B POUR NEW CONC CURBSIGUTTER - WILLOW ROAD SECT B ASPHALT PAVING - WILLOW ROAD SECTION B INSTALL NEW PAVERS - WILLOW ROAD SECTION B INSTALL LANDSCAPING - WILLOW ROAD SECTION B 3 20MAY08 23MAY08 10 27MAY08 09JUN08 4 10JUN08 16JUN08 4 17JUN08 20JUN08 4 23JUN08 27JUN08 10 30JUN08 16JUL08 10 17JUL08 31JUL08 SWRC-0201 I DEMO EXISTING ROAD - WILLOW ROAD SECTION B 3 17JUN08 19JUN08 SWRC-0260 I INSTALL NEW UTILITIES - WILLOW ROAD SECTION B 10 20JUN08 08JUL08 SWRC-0208 REGRADESUBGRADE FOR PAVING - WILLOW ROAD SECT B 4 10JUL08 15JUL08 SWRC-0330 POUR NEW CONC CURBSIGUTTER - WILLOW ROAD SECT B 4 16JUL08 21JUL08 SWRC-0271 IASPHALT PAVING - WILLOW ROAD 3ECTION B 4 22JUL08 28JUL08 �`"�RC-0440 INSTALL NEW PAVERS - WILLOW ROAD SECTION B 10 29JUL08 12AUG08 '�vJRC-0295 INSTALL LANDSCAPING - WILLOW ROAD SECTION B 10 13AUG08 27AUG08 CORE & SHELL 70WER A TAAL-0310 FORM & POUR STAIR/ELEVATOR CORES - TOWER A TAAL-1400 DRY-IN ROOF AT ELEVATOR CORES - TOWER A TAAL-1420 , ELEVATORS RAILS/PLATFORM/CAR (#3) TAFL-0200 EXCAVATE FOR FOOTINGS/COL PADS - GARAGE, TOWER A TAFL-0314 FORM/PLACE FTGS/COL PADS - GARAGE, TOWER A 30 160CT07 06DEC07 5 07DEC07 14DEC07 50 17DEC07 29FEB08 6 28SEP07 080CT07 10 010CT07 150CT07 Sheet 5 of 16 �INSTALL NEW UTILI �REGRADESUBG /''��. POUR NEW CONC ASPHACT PAVING - WILLOW ROAD SECTION� STALL NEW PAVERS- WILLOW ROAD SECTIOI� ISTALL LANDSCAPING - WILLOW'ROAD SEC7101�J �DEMO EXISTING �INSTALL NEW �%REGRADESUI �POUR NEW C ASPHALT PAVING - WILLOW'ROAD SECTIOI� INSTALL NEW PAVERS - WILLOW ROAD SECTIOf� iNSTALL LANDSCAPING - WILLOW ROAD SECTIOI�`�% )EMO EXISTING ROAD - WILLOW ROAD SECTIOI�S ISTALL! NEW UTILITIES - WILLOW'ROAD SECTIOI� �REGRADESU �POUR NEW ASPHALT PAVING - WILLOW ROAD SECTIONJ� _ __ INSTALL NEW PAVERS - WILLOW ROAD SECTIOt�] INSTALL LANDSCAPING - WILLOW ROAD'SECTIOI� �IFORM & POUR STAIR/ELEVATOR �DRY-IN ROOF AT ELEVATOR CO ELEVATORS RAILS/PLA' �EXCAVATE FOR FOOTINGS/COL PADS - � �JFORM/PLACE FTGS/COL PADS - GARAG Activity ICf TAF L-0340 TAF L-0720 TAFL-0262 TAFL-1500 TAF L-1600 TAFL-0392 TAFL-0221 ` TAFL-0381 TAFL-0222 TAL1-0512 TAL1-0530 TAL7-0550 TAL1-1500 TAL1-1600 TAL1-0390 TAL1-0610 TAL1-0840 _2-0512 TAL2-0530 TAL2-0550 TAL2-1500 TAL2-1600 TAL2-390 TAL2-0610 TAL2-0840 Activity Description FORM & POUR COLSNVALLS - GARAGE, TOWER A APPLY WATERPROOFING @ PRECAST - GARAGE, TOWER A R-I UNDERSLAB DRAINAGE - GARAGE, TOWER A R-I UNDERSLAB PLUMBING - GARAGE, TOWER A R-I UNDERSLAB ELEC SYSTEMS - GARAGE, TOWER A FORM/PUFINISH TOPPING SLAB - GARAGE FINE GRADE FOR SOG - GARAGE, TOWER A FORM/PUFINISH SOG - GARAGE, TOWER A BACKFILL PRECAST FDN WALLS - GARAGE, TOWER A ERECT STRUCTURAL STEEL - LEVEL 1, TOWER A PLACEIWELD METAL DECK/DETAIL - LEVEL 1, TOWER A INSPECT STEEUCORRECTIONS - LEVEL 1, TOWER A R-I PLUMBING @ TOPPING SLABS - LEVEL 1, TOWER A R-I ELEC @ TOPPING SLABS - LEVEL 1, TOWER A , FORM/PUFINISH TOPPING SLABS - LEVEL 1, TOWER A FRAME/FURRING/SHEATH WALLS - LEVEL 1, TOWER A INSTALL EXTERIOR DOORS/WINDOWS - LVL 1, TOWER A ERECT STRUCTURAL STEEL - LEVEL 2, TOWER A PLACEIWELD METAL DECKIDETAIL - LEVEL 2, TOWER A INSPECT STEELICORRECTIONS - LEVEL 2, TOWER A R-I PLUMBING @ TOPPING SLABS - LEVEL 2, TOWER A R-I ELEC @ TOPP�NG SLABS - LEVEL 2, TOWER A FORM/PUFINISH TOPPING SLABS - LEVEL 2, TOWER A FRAME/FURRING/SHEATH WALLS - LEVEL 2, TOWER A INSTALL EXTERIOR DOORSNVINDOWS - LVL 2, TOWER A TAL3-0512 I ERECT STRUCTURAL STEEL - LEVEL 3, TOWER A )rig Early Eariy }ur St�rt ' Finish 25 160CT07 27NQV07 10 16NOV07 06DEC07 6 26NOV07 04DEC07 5 27NOV07 04DEC07 5 27NOV07 04DEC07 6 27NOV07 06DEC07 2 06DEC07 07DEC07 5 10DEC07 17DEC07 10 03JAN08 18JAN08" 8 07DEC07 20DEC07 6 14DEC07 31DEC07 2 03JAN08 04JAN08 3 07JAN08 10JAN08 3 07JAN08 10JAN08 7 07JAN08 17JAN08 10 18JAN08 04FEB08 10 05FEB08 22FEB08 8 21DEC07 11JAN08 6 07JAN08 15JAN08 2 17JAN08 18JAN08 3 21JAN08 24JAN08 3 21JAN08 24JAN08 7 21JAN08 31JAN08 10 05FEB08 22FE608 10 25FEB08 11MAR08 8 I 14JAN08 I 25JAN08 Sheet 6 of 16 �FORM & POUR COLS/WALLS - GARE APPLY WATERPROOFING @'PREC �R-1 UNDERSLAB'DRAINAGE - GAR� _ �R-I UNDERSLAB PLUMBING - GAR/ �R-I UNDERSLAB ELEC SYSTEMS - � �FORM/PUFINISH TOPPING SLAB - �FINE GRADE FOR SOG - GARAGE, �;FORM/PLIFINISH SOG - GARAGE, �BACKFILL PRECAST FDN WAI �ERECT STRUCTURAL STEEL - LE �PLACENVELD METAL DECK/DET j�INSPECT STE.EUCORRECTIONS �R-I PLIJMBING @ TOPPING SLA �R-I ELEC @ TOPPING SLABS - L �FORM/PLIFINISH TOPPING SLA �F'RAME/FURRING/SHEATH W INSTALL EXTERIOR DOORS �� .. � e..., _ ... _,o . _ . . _ _ _ �ERECT STRUCTURAL STEEL - L �PLACE/WELD METAL DECK/DE �INSPECT STEEL/CORRECTION �R-i PLUMBING @ TOPPINGSL ��R-i ELEC @ TOPPtNG SCABS - , _ _ __ _ _ OFORM/PL/FIN15H TOPPING SU �FRAME/FURRING/SHEATH V �INS7ALL EXTERIOR DOOF ERECT STRUCTURAL STEEL - Ac#ivity ll� TAL3-0530 TAL3-0550 TAL3-1500 TAL3-1600 TAL3-0390 TAL3-0610 TAL3-0840 T 9L4-0512 � HL40530 TAL4-0550 TAL4-1500 TAL4-1600 TAL4-390 TAL4-0610 TAL40840 Activi#y Orfg EaMy EaztY Descriptian dur' Siart Finish PLACEIWELD METAL DECK/DETAIL - LEVEL 3, TOWER A 6 21JAN08 29JAN08 INSPECT STEEUCORRECTIONS - LEVEL 3, TOWER A 2 31JAN08 01FEB08 R-I PLUMBING @ TOPPING SLABS - LEVEL 3, TOWER A 3 04FEB08 07FE608 R-1 ELEC @ TOPPING SLABS - LEVEL 3, TOWER A 3 04FE608 07FEB08 FORM/PUFINISH TOPPING SLABS - LEVEL 3, TOWER A 7 04FE608 15FEB08 FRAMEIFURRING/SHEATH WALLS - LEVEL 3, TOWER A 10 25FEB08 11MAR08 INSTALL EXTERIOR DOORSIWINDOWS - LVL 3, TOWER A 10 13MAR08 28MAR08 ERECT STRUCTURAL STEEL - LEVEL 4, TOWER A PLACEIWELD METAL DECK/DETAIL - LEVEL 4, TOWER A INSPECT STEELICORRECTIONS - LEVEL 4, TOWER A R-I PLUMBING @ TOPPING SLABS - LEVEL 4, TOWER A R-I ELEC @ TOPPING SLABS - LEVEL 4, TOWER A �I FORMIPL/FINISH TOPPING SLABS - LEVEL 4, TOWER A �FRAME/FURRING/SHEATH WALLS - LEVEL 4, TOWER A I INSTALL EXTERIOR DOORSNVINDOWS - LVL 3, TOWER A 8 26JAN08 05FE608 6 31JAN08 08FEB08 2 12FEB08 14FEB08 3 75FE608 19FEB08 3 15FEB08 19FEB08 7 15FEB08 26FEB08 10 13MAR08 28MAR08 10 31 MAR08 15APR08 nnn� �PLACE/WELD METAL DECK/Df �INSPECT STEEL/CORRECTIO� /�R-I PLUMBING @ TOPPING SL �R-I ELEC @ TOPPING SLABS OFORM/PL/FINISH TOPPING S �FRAME/FI�RRING/SHEATh �INSTALL EXTERIOR DO( �ERECT STRUCTURAL STEEL �PLACEIWELD METAL DECK/ �/�INSPECT STEEUCORRECTI �IR-I PLUMBING @ TOPPING �R-1 ELEC @ TOPPING SLAB _ QFORM/PUFINISH TOPPING �%FRAME/FURRING/$HEA �%INSTALL EXTERIOR D Rqt3F LEVEL . ,�'" `- - CT StRUCTURAL S ; : : � ... : < , „ .. .,..: � ,., . „ r-, ... . � . � ERE TARL-0512 I ERECT STRUCTURAL STEEL - ROOF, TOWER A 20 07FEB08 13MAR08 TARL-0610 INSTALL METAL ROOF - ROOF, TOWER A 15 14MAR08 08APR08 INSTALL METAL ROOF - ROOF, TOWER�] �INSTALL INSULATII 'L-0750 INSTALL INSULATION & ICEIWATER SHIELD - ROOF, TA 10 10APR08 24APR08 ' INSTALL ROOF S' TARL-0620 INSTALL ROOF SIDINGIFASCIA - ROOF, TOWER A 10 25APR08 12MAY08 INSTALL METAL ROOFING - ROOF, TOWER� TARL-0758 INSTALL METAL ROOFING - ROOF, TOWER A 6 13MAY08 22MAY08 __ ' TARL-0755 INSTALL SHINGLES - ROOF, TOWER A 25 13MAY08 20JUN08 INSTALL SHINGLES - ROOF, TOWER .._ — --- __.. _ _.__. CORE & SHELL TOWE}2 B TBAL-0310 � FORM & POUR STAIR/ELEVATOR CORES - TOWER B TBAL-1400 I DRY-IN ROOF AT ELEVATOR CORES - TOWER B TBAL-1420 I ELEVATORS RAILS/PLATFORMICAR (#2, 3) - TOWER B 35 06DEC07 14FEB08 5 15FEB08 22FEB08 50 25FE608 02MAY08 Sheet 7 of 16 �/FORM & POUR STAIR/ELEV '1 DRY-[N ROOF AT ELEVATO < ELEVATORS RAILSI Activity I Activity � 4«g � Early �arly �p 1Clescription Dt�r Start F�n�sh . . __ � � . .._._�.--- --------,-- � � �� . �� TQW�R GRANE ;` ` � w � _ _ �. TBAL-0200 EXCAVATE FOR TOWER CRANE FOOTING - TOWER B 3 300CT07 01 NOV07 TBAL-0314 FORMIPLACE TOWER CRANE FOOTING, TOWER B 5 02NOV07 09NOV07 TBAL-0100 ERECT TOWER CRANE 4 12NOV07 16NOV07 TBFL-0200 TBFL-0314 TBFL-0340 TBFL-0262 .FL-0392 TBFL-0720 TBF L-0222 TBFL-1500 TBFL-1600 TBFL-0221 TBFL-0381 TBL1-0512 TBL1-0530 Tn 11-0550 1 aL1-1500 TBL1-1600 TBL1-0390 TBL1-0610 TBL1-0840 EXCAVATE FOR FOOTINGS/COL PADS - GARAGE FORMIPLACE FTGSICOL PADS - GARAGE FORM & POUR COLSIWALLS - GARAGE R-I UNDERSLAB DRAINAGE - GARAGE FORMIPUFINISH TOPPING SLAB - GARAGE APPLY WATERPROOFING @ PRECAST - GARAGE BACKFILL PRECAST FDN WALLS - GARAGE R-I UNDERSLAB PLUMBING - GARAGE R-I UNDERSLAB ELEC SYSTEMS - GARAGE 1 FINE GRADE FOR SOG - GARAGE I FORMIPUFINISH SOG - GARAGE ERECT STRUCTURAL STEEL - LEVEL 1, TOWER B PLACEIWELD METAL DECK/DETAIL - LEVEL 1, TOWER B INSPECT STEEIJCORRECTIONS - LEVEL 1, TOWER B R-I PLUMBING @ TOPPING SLABS - LEVEL 1, TOWER B R-I ELEC @ TOPPING SLABS - LEVEL 1, TOWER B �ORM/PUFINISH TOPPING SLABS - LEVEL 1, TOWER B I FRAME/FURRINGISHEATH WALLS - LEVEL 1, TOWER B INSTALL EXTERIOR DOORSIWINDOWS - LVL 1, TOWER B TBL2-0512 � ERECT STRUCTURAL STEEL - LEVEL 2, TOWER B {— TBL2-0530 PLACENVELD METAL DECK/DETAIL - LEVEL 2, TOWER B TBL2-0550 INSPECT STEELICORRECTIONS - LEVEL 2, TOWER B 4 300CT07 02NOV07 10 15NOV07 04DEC07 25 06DEC07 25JAN08 8 21JAN08 01FEB08 6 25JAN08 04FEB08 5 28JAN08 04FE608 8 28JAN08 08FE608* 3 29JAN08 01FEB08 5 29JAN08 05FEB08 2 07FEB08 08FEB08 4 12FE608 18FEB08 5 28JAN08 04FE608 5 31JAN08 07FEB08 2 08FEB08 12FEB08 3 14FE608 18FEB08 3 14FE608 18FE608 7 14FEB08 25FEB08 10 26FEB08 13MAR08 10 14MAR08 31 MAR08 5 05FE608 14FEBU8 5 25FEB08 03MAR08 2 04MAR08 06MAR08 Sheet 8 of 16 1�EXCAVATE FOR TOWER CRANE FOOTI \ FORM/PLACE TOWER CRANE FOOTIN �ERECT TOWER CRANE : � . _. _ �EXCAVATE FOR FOOTINGS/COL PADS �FORM/PLACE FTGS/COL PADS - GA ��FORM & POUR COLS/WALLS - OR-I UNDERSLAB DRAINAGE - �FORM/PL/FINISH TOPPING SL �APPLY WATERPROOFING @ �BACKFILL PRECAST FDN W t-I' UNDERSLAB PLUMBING - GARAC� �R-I UNDERSLAB ELEC SYSTE FINE GRADE FOR SOG - GARAG� FORM/PL/FINISH S�G - GARAGf� %�ERECT STRUCTURAL STEEL• �PLACEIWELD METAL DECK/ �INSPECT STEEL/CORRECTI �R-I' PLUMBING @ TOPPING �R-I ELEC @ TOPPINGSLAB . �IFORM/PL/FINISH TOPPING �FRAME/FU RRING/SHEAT " INSTALL EKTERIOR DO �ERECT STRUCTURAL STEEL �PLACE/NVELD METAL DEC� �INSPECT STEEUCORRECI Activity Activity 1D 13escriptic�n TBL2-1500 R-1 PLUMBING @ TOPPING SLABS - LEVEL 2, TOWER B TBL2-1600 R-I ELEC @ TOPPING SLABS - LEVEL 2, TOWER B TBL2-390 FORM/PUFINISH TOPPING SLABS - LEVEL 2, TOWER B TBL2-0610 FRAME/FURRING/SHEATH WALLS - LEVEL 2, TOWER B TBL2-0840 INSTALL EXTERIOR DOORS/WINDOWS - LVL 2, TOWER B LE1fELTHR�� f ' �,� ��j�` �:�� TBL3-0512 ERECT STRUCTURAL STEEL - LEVEL 3, TOWER B TBL3-0530 PLACEIWELD METAL DECK/DETAIL - LEVEL 3, TOWER B ''L3-0550 INSPECT STEEUCORRECTIONS - LEVEL 3, TOWER B TBL3-1500 R-1 PLUMBING @ TOPPING SLABS - LEVEL 3, TOWER B TBL3-1600 R-1 ELEC @ TOPPING SLABS - LEVEL 3, TOWER B TBL3-0390 I FORMIPUFINISH TOPPING SLABS - LEVEL 3, TOWER B TBL3-0610 FRAME/FURRING/SHEATH WALLS - LEVEL 3, TOWER B ' TBL3-0840 , INSTALL EXTERIOR DOORS/WINDOWS - LVL 3, TOWER B TBL4-0512 TBL4-0530 TBL40550 TBL4-1500 .4-1600 TBL4390 TBL4-0610 TBL4-0840 TBRL-0512 TBRL-0610 TBRL-0750 TBRL-0620 TBRL-0758 ERECT STRUCTURAL STEEL - LEVEL 4, TOWER B PLACEIWELD METAL DECK/DETAIL - LEVEL 4, TOWER B INSPECT STEEL/CORRECTIONS - LEVEL 4, TOWER B R-1 PLUMBING @ TOPPING SLABS - LEVEL 4, TOWER B R-I ELEC @ TOPPING SLABS - LEVEL 4, TOWER B FORM/PUFINISH TOPPING SLABS - LEVEL 4, TOWER B FRAME/FUR1tING/SHEATH WALLS - LEVEL 4, TOWER B INSTALL EXTERIOR DOORS/WINDOWS - LVL 4, TOWER B ERECT STRUCTURAL STEEL - ROOF, TOWER B INSTALL METAL ROOF - ROOF, TOWER B INSTALL INSULATION & ICEIWATER SHIELD - ROOF, TB INSTALL ROOF SIDING/FASCIA - ROOF, TOWER B INSTALL METAL ROOFING - ROOF, TOWER B �r[g Early �arly ?�ar Start Fini5h 3 07MAR08 11 MAR08 3 07MAR08 11MAR08 7 07MAR08 18MAR08 10 20MAR08 04APR08 10 07APR08 21APR08 5 15FEB08 22FEB08 5 04MAR08 11 MAR08 2 13MAR08 14MAR08 3 17MAR08 20MAR08 3 17MAR08 20MAR08 7 17MAR08 27MAR08 10 07APR08 21APR08 10 22APR08 08MAY08 5 23FEB08 29FEB08 5 10MAR08 17MAR08 2 18MAR08 20MAR08 3 21 MAR08 25MAR08 3 21 MAR08 25MAR08 7 21MAR08 01APR08 10 22APR08 08MAY08 10 09MAY08 27MAY08 20 03MAR08 04APR08 15 07APR08 29APR08 10 01 MAY08 16MAY08 10 19MAY08 03JUN08 6 04JUN08 12JUN08 Sheet 9 of 16 (�R-I PLUMBING @ TOPPIN �R-I ELEC @ TOPPING SLA /�%FORM/PL/FINISH TOPPIN �FRAME/FURRING/SHEA �INSTALL EXTERIOR D /�ERECT STRUCTURAL STEE �PLACE/WELD METAL DEC �INSPECT STEELICORREC [�R-I PLUMBING @ TOPPIN �R-I' ELEC @ TOPPING S �%FORM/PL/FINISH TOPPI �FRAME/EURRING/SH �IINSTALL EXTERIOR �ERECT STRUGTURAL STE �PLACE/WELD METAL DE �INSPECT STEEUCORRE �R-I PCUAABING@ TOPPI �R-1 ELEC @'TOPPING SL OFORM/PL/FINISH TOPPI �FRAME/FURRING/S INSTALL EXTERIO _. ..� R. _ ... _ ERECT STRUCTURAL INSTALL METAL ROOF - ROOF, TOWER�J �INSTALL INSULATI NSTALL ROOF SIDING/FASCIA - ROOF, TOWE� INSTALL METAL ROOFING - ROOF, TOWER� ActivFiy Activity Urig Eariy Early 7 p �p -� -- Descri�rfio� 1}ur Start Finish I�TBRL-0755 I INSTALL SHINGLES - ROOF, TOWER B 25 04JUN08 15JUL08 INSTALL SHINGLES - ROOF, TOWER L . ----I_ _ EXTERiQR - , TAA1-0440 TAA1-0620 TAA1-0760 TAA1-0660 TAA1-0880 TAA1-8888 �,.A1-9990 TAA1-9995 AREA 2 - Sflt TAA2-0440 TAA2-0620 TAA2-0760 7AA2-0660 TAA2-0880 TAA2-8888 TAA2-9990 TAA2-9995 �s-avs TAA3-0440 < TAA3-0620 TAA3-0760 TAA3-0660 TAA3-0880 TAA3-8888 TAA3-9990 TAA3-9995 INSTALL EXTERIOR STONE - AREA 1 INSTALL EXTER TRIM/SIDING - AREA 1 APPLY EXT EIFS - AREA 1 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 1 CLEAN/PREP RANA DEFICIENCY LIST - AREA 1 COMPLETE RANA DEFICIENCY LIST - AREA 1 � OWNER/A-E PREPARE PUNCHLIST - AREA 1 1 COMPLETE OWNER/A-E PUNCHLIST - AREA 1 �.� � . . , .. ,� iEAST ' =, .. '� ..:a: INSTALL EXTERIOR STONE - AREA 2 11NSTALL EXTER TRIMISIDING - AREA 2 APPLY EXT EIFS - AREA 2 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 2 _�CLEAN/PREP RANA DEFICIENCY LIST - AREA 2 I COMPLETE RANA DEFICIENCY LIST - AREA 2 OWNER/A-E PREPARE PUNCHLIST - AREA 2 COMPLETE OWNERIA-E PUNCHLIST - AREA 2 INSTALL EXTERIOR STONE - AREA 3 INSTALL EXTER TRIM/SIDING - AREA 3 APPLY.EXT EIFS - AREA 3 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 3 CLEANIPREP RANA DEFICIENCY LIST - AREA 3 COMPLETE RANA DEFICIENCY LIST - AREA 3 OWNER/A-E PF�EPARE PUNCHLIST - AREA 3 I COMPLETE OWNER/A-E PUNCHLIST - AREA 3 , .. ,,,._..,......,�w _ 15 13MAR08 07APR08 INSTALL EXTERIOR :STONE - A 10 16APR08 01MAY08 INSTALL EXTER TRIM/SIDING - AREA�% 20 17APR08 2oMAY08 APPLY EXT EIFS - AREA 10 02MAY08 19MAY08 STALL RAILINGS/SUPPORTSIFASCIA - ARE� 3 22MAYO8 27MAY08 CLEAN/PREP RANA DEFICIENCY LIST - ARE� 5 28MAY08 03.1UN08 COMPLETE ttANA DEFICIENCY LIST - ARE� 2 04.1UN08 05.1UN08 OWNER/A-E PREPARE PUNCHLIST - ARE `� 10 06JUN08 20JUN08 COMPLETE!OWNERIA-E PUNCHLIST - ARE�% � '� � � � ` $ -.'� � � �3 �. �.. � �� e .:: � . ,�,� : •. : � � � � �{ ... ,` `�. , .; `^.a ; .,b :_ � , �.:v� �. �?`_&,.: ,.i. ,�,., . .�,..c _ . : : r•. . . . . . �. . , 15 08APR08 01MAY08 INSTALL EXTERIOR STONE - AREA� 10 02MAY08 19MAY08 INSTALLI EXTER TRIM/SIDING - ARE 20 05MAY08 05JUN08 APPLY EX7 EIFS - AREA > 10 20MAY08 04.1UN08 �NSTALL RAILING3/SUPPORTSIFASCIA - ARE� 3 06.lUN08 10JUN08 CLEAN/PRER RANA DEFICIENCY LIS7 - ARE� , __ __ __ __ 5 11JUN08 17JUN08 COMPLETE RANA DEFICIENCY LIST - ARE� 2 18.1UN08 19JUN08 OWNERIA-E PREPARE PUNCHLIST - ARE� 10 20JUN08 08JUL08 COMPLETE OWNER/A-E PUNCHLIST - ARE 15 02MAY08 28MAY08 10 29MAY08 12JUN08 20 30MAY08 30JUN08 10 13JUN08 27JUN08 3 01JUL08 07JUL08 5 08JUL08 14JUL08 2 15JUL08 16JUL08 10 17JUL08 31JUL08 Sheet 10 of 16 INSTALL EXTERIOR ST�NE' - AREAL�,/ INST/�LL EXTER 7RIM/SIDING' - AiREA/�% ' APPLY EXT EIFS - AREA � INSTALL RAILINGS/SUPPORTS/FASCIA - ARE/�% CLEAN/PREP RANA DEFICIENCY LIST - ARE� COMPLETE RANA DEFICIENCY LIST - ARE� OWNERIA-E PREPARE PUNCHLIST - ARE/�,� COMPLETE OWNERIA-E PUNCHLIST - ARE/� Activity ii] TBA40440 TBA4-0620 TBA40760 TBA4-0660 TBA4-0880 TBA48888 TBA4-9990 TI �iA4-9995 . ...EA 5 - NOI TBA5-0440 TBA5-0620 : TBA5-0760 ' TBA5-0660 TBAS-0880 TBA5-8888 TBA5-9990 TBA5-9995 TBA6-0440 '�6-0620 ' TBA6-0760 : TBA6-0660 TBA6-0880 ` TBA6-8888 TBA6-9990 TBA6-9995 INTERtOR5 Activi#y INSTALL EXTERIOR STONE - AREA 4 INSTALL EXTER TRIMISIDING - AREA 4 APPLY EXT EIFS - AREA 4 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 4 CLEAN/PREP RANA DEFICIENCY LIST - AREA 4 ' COMPLETE RANA DEFICIENCY LIST - AREA 4 OWNER/A-E PREPARE PUNCHLIST - AREA 4 COMPLETE OWNER/A-E PUNCHLIST - AREA 4 INSTALL EXTERIOR STONE - AREA 5 INSTALL EXTER TRIM/SIDING - AREA 5 APPLY EXT EIFS - AREA 5 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 5 CLEAN/PREP RANA DEFICIENCY LIST - AREA 5 COMPLETE RANA DEFICIENCY LIST - AREA 5 OWNER/A-E PREPARE PUNCHLIST - AREA 5 � COMPLETE OWNER/A-E PUNCHLIST - AREA 5 INSTALL EXTERIOR STONE - AREA 6 INSTALL EXTER TRIM/SIDING - AREA 6 APPLY EXT EIFS - AREA6 INSTALL RAILINGS/SUPPORTS/FASCIA - AREA 6 CLEAN/PREP RANA DEFICIENCY LIST - AREA 6 COMPLETE RANA DEFICIENCY LIST - AREA 6 ', OWNER/A-E PREPARE PUNCHLIST - AREA 6 COMPLETE OWNERIA-E PUNCHLIST - AREA 6 , _ PGLP-1515 � R-I PLUMBING SYSTEMS - GARAGE � t�rig � Earty � Earfy Dur St�rt Finish 15 29MAY08 19JUN08 10 20JUN08 08JUL08 20 23JUN08 25JUL08 10 10JUL08 24JUL08 3 28JUL08 30JUL08 5 31JUL08 06AUG08 2 07AUG08 08AUG08 10 11AUG08 25AUG08 15 20JUN08 16JUL08 10 17JUL08 31JUL08 20 18JUL08 18AUG08 10 01AUG08 15AUG08 3 19AUG08 22AUG08 5 25AUG08 29AUG08 2 02SEP08 03SEP08 10 04SEP08 18SEP08 15 17JUL08 08AUG08 10 11AUG08 25AUG08 20 12AUG08 12SEP08 10 26AUG08 11SEP08 3 15SEP08 17SEP08 5 18SEP08 24SEP08 2 25SEP08 26SEP08 10 29SEP08 130CT08 5 �19FEB08 �25FEB08 Sheet 11 of 16 INStALL EX7ERIOR STONE - AREA�/ INSTALL EXTER TRIM/SIDING - AREA� APPLY EXT EIFS - AREA INSTALL RAILINGS/SUPPORTS/FASCIA - ARE��/ CCEAN/PREP RANA DEFICIENCY LIST - ARE� COMP'LETE RANA DEFICIENCY LISt - ARE� OWNERIA-E PREPARE PUNCHLIST - ARE� COMPLETE OWNER/A-E PUNCHLIST - ARE� IN5TALL EXTERIOR STONE - AREA INSTALL �XTER TRIM/SIDING - AREA� APPLY EXT EIFS - AREA INSTALL'RAILINGS/SUPPORTS/EASCIA - ARE/�„� CLEAN/PREP RANA DEFICIENCY LIST - ARE� __ COMPLETE RANA DEFICIENCY LIST - ARE�l OWNER/A-E PREPARE PIJNCHLIST - ARE� COMPLETE OWNERIA-E PUNCHLIST - AREP� INSTALL EXTERIOR STONE - AREA INSTALL EXTER TRIM/SIDING - AREA� APPLY EXT EIFS - AREA INSTALL RA[LINGS/SUPPORTS/FASCIA - ARE�%% CLEANIPREP RANA DEFICIENCY LIST - ARE� _ CQMPLETE RANA DEFICIENCY LIST - ARE� 'OWNER/A-E PREPARE PUNGHLIST - ARE� COMPLETE OWNER/A-E PUNCHLIST - ARE� R-I PLUMBING SYSTEMS - Activity - �� — PGLP-1530 PGLP-1520 PGLP-1610 PGLP-0810 PG LP-0990 PGAL-8880 PGAL-8888 PGAL-9990 PGAL-9995 29 Activity Qrig Early Eariy F A N �scriptian Dur St�art finish � ' `� R-1/TRIM FIRE PROTECTIO R-IITRIM FIRE PROTECTION SYSTEMS - GARAGE 8 19FEB08 28FEB08 R-I EXHAUST SYSTEMS - GARAGE 10 19FEB08 03MAR08 R-I' EXHAUST SYSTEMS - GARAG� R-I/TRIMOUT ELEC SYSTEMS - GARAGE 10 19FEB08 03MAR08 R-I/TRIMOUT ELEC SYSTEMS - GARA� - �INS7ALL FRAMES/DOOR: INSTALL FRAMES/DOORS/HARDWARE - GARAGE 2 04MAR08 05MA R 0 8 PAINT TRAFFIC CONTROL STRIPING - GARAGE 3 06MAR08 10MAR08 �PAINT TRAFFIC CONTRC �CLEAN/PREP RANA DEI CLEANIPREP RANA DEFICIENCY LIST- GARAGE 5 11MAR08 17MAR08 �COMPLETE RANA DEFI COMPLETE RANA DEFICIENCY LIST - GARAGE 5 18MAR08 24MAR08 OWNER/A-E PREPARE PUNCHLIST - GARAGE 2 25MAR08 26MAR08 [`�OWNERIA-E PREPARE COMPLETE OWNER/A-E PUNCHLIST - GARAGE 10 27MAR08 09APR08 L�I COMPLETE OWNER/� LOBB-0001 ILOBBY AND COMMON AREA FINISHES (---- EMPL-0001 ; EMPLOYEE UNIT FINISHES U101-1500 U101-1504 U101-0607 U101-1010 U101-1516 U101-1613 U101-0119 ,1-0922 U101-0925 U101-0931 `U107-0633 ,U101-0834 U101-0740 U101-1046 U101-1549 • U101-1652 IU101-1055 R-I OVERHEAD MECH/PLUMBING - UNIT 101 ROUGH-IN FIRE PROTECTION SYSTEM - UNIT 101 FRAME BALANCE WALLS/CEILINGS/SOFFITS - UNIT 101 INSTALL FIREPLACE INSERTS - UNIT 101 ROUGH-IN PLUMBING @ WALLS - UNIT 101 ROUGH-IN ELECTRICAL SYSTEMS - UNIT 101 INSPECTIONS/PRE DRY-WALL SIGNOFF - UNIT 101 INSULATE/HANG DRYWALL - UNIT 101 TAPE/F�NISH DRYWALL - UNIT 101 INSTALL FLOORING - UNIT 101 INSTALL CABINETS/INTERIOR WOODWORK - UNIT 101 HANG WOOD DOORS/HARDWARE - UNIT 101 APPLY FINISH ON WALLSlCEILING- UNIT 101 INSTALL SHOWER ENCLOSURES - UNIT 101 TRIM-OUT FIRE PROTECT SYSTEMS - UNIT 101 TRIM-OUT ELECTRICAULIGHT FIXTURES - UNIT 101 i INSTALL TOILET ACCESSORIES - UNIT 101 _ �: �-.4, , . ..., �„ . , �:,, . . . _ 120 10APR08 210CT08 LOBBY AND COMMON AREA FINISH i EMPLOYEE UNIT FINISHE �� '��' � 100 05MAY08 140CT08 � .. . , . s=�� . . _, , t s �_.� ., � �_. _ _ 8 19MAR08 28MAR08 -I OVERHEAD MECHIPLUMBING - UNIT 1 I�ROUGH-IN FIRE PROTE 3 24MAR08 26MAR08 5 31MAR08 04APR08 �FRAME! BALANCE WAL 1 03APR08 03APR08 INSTALL FIREPLACE INSERTS - UNIT 1� 7 07APR08 15APR08 ROUGH-IN PLUMBING @ WALLS - UNIT 1� _ _ . _ _ 8 07APR08 16APR08 ROUGH-IN ELECTRICAL SYSTEMS - UNIT 1� 3 17APR08 21APR08 �INSPECTIONS/PRE D 6 22APR08 29APR08 INSULATE/HANG DRYWALL - UNIT 1� 8 30APR08 09MAY08 TAPE/FINISH 'DRYWALL - UNIT 10� 10 12MAY08 23MAYO8 INSTALL'FLOORING - UNIT 10� _. " . . INSTALL CABIN 15 27MAY08 16JUN08 3 29MAY08 02JUN08 HANG WOOD DOORSIHARDWARE - UNIT 1� 6 17JUN08 24.1UN08 APPLY FINISH ON WALLS/CEILING- UNIT 1� 2 25JUN08 26JUN08 'INSTALC SWOWER ENCLOSURES - UNIT 1� 2 25JUN08 26,1UN08 TRIM-OUT FIRE PROTECT SYSTEMS - UNIT 1�, TRIM-OUT ELECTRICAL/LIGHT FIXTURES - UNIT 1� 5 25JUN08 01JUL08 2 27JUN08 3oJUN08 INSTALL TOILET ACCESSORIES - UNIT 1Q� Sheet 12 of 16 Ac#ivity ICl - U101-0637 U101-1543 U101-1161 U101-1555 U101-0964 U101-0967 U101-8880 U101-8888 :U101-9990 , �01-9995 Activity DesCription INSTALL COUNTERTOPS/BACKSPLASH - UNIT 101 TRIM-OUT MECH/PLUMB SYSTEMS - UNIT 101 INSTALL RESIDENTIAL APPLIANCES - UNIT 101 INSTALL PLUMBING FIXTURES - UNIT 101 INSTALL BASEIWOOD FLOORS - UNIT 101 LAY CARPET - UNIT 101 CLEANUPIPREPARE RAN PUNCHLIST - UNIT 101 COMPLETE RAN PUNCHLIST ITEMS - UNIT 101 PREPARE OWNER/A-E PUNCHLIST - UNIT 101 COMPLETE OWNER/A-E PUNCHLIST - UNIT 101 U102-MP01 �i HVACIPLUMBING ROUGH-INS - UNIT 102 -- --�--- U102-FIN1 �, INTERIOR BUILDOUT - UNIT 102 U103-MP01 I HVACIPLUMBING ROUGH-INS - UNIT 103 U103-MFIN1 I INTERIOR BUILDOUT - UNIT 103 U104MP01 � HVAC/PLUMBING ROUGH-INS - UNIT 104 U104-FIN1 INTERIOR BUILDOUT - UNIT 104 U105-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 106 5-FIN1 INTERIOR BUILDOUT - UNIT 106 U201-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 201 U201-FIN1 INTERIOR BUILDOUT - UNIT 201 E3NtT 2U2 - FRAGitC}i�tAL �E� #5 .' U202-MP01 HVACIPLUMBING ROUGH-INS - UNIT 202 U202-FIN1 INTERIOR BUILDOUT - UNIT 202 UNCC 2tt3 - WHOLLY QWNEI� #�t ' 4: U203-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 203 I U203-FIN1 INTERIOR BUILDOUT - UNIT 203 Orig Early Early a .7�..��.� Dwr: Star# Finish , 5 01JUL08 08JUL08 INSTALL COUNTERTOPSIBACKSPLASH - UNIT 1 f� 3 09JUL08 11JUL08 TRIM-OUT MECH/PLUMB SYSTEMS - UNIT 1Q� 1 14JUL08 14,1UL08 INSTALL RESIDENTIAL APPLIANCES - UNIT 1� _ 4 14.1UL08 17JUL08 INS7ALL PLUMBING FIXTURES - UNIT 1Q� 10 14JUL08 25JUL08 INSTALL BASEIWOOD FLOORS - UNIT 1Q� 6 18JUL08 25JUL08 - LAY'CARPET - UNIT 10� 8 28JUL08 06AUG08 CLEANUP/PREPARE RAN PUNCHLIST - UNIT 1� 10 07AUG08 20AUG08 COMPLEtE RAN PUNCHLIST ITEMS - UNIT 1�% _ _. 2 21AUG08 22AUG08 PREPARE OWNERIA-E PUNCHLIST - UNIT 1� 12 25AUGO8 1oSEP08 COMPLETE OWNERIA-E PUNCHLIST - UNIT 1� 22 02APR08 01 MAY08 100 02MAY08 23SEP08 22 11 FEB08 11 MAR08 100 12MAR08 31JUL08 22 25FEB08 25MAR08 100 I 26MAR08 14AUG08 25 10MAR08 11APR08 T10 14APR08 17SEP08 22 16APR08 15MAY08 100 16MAY08 070CT08 22 23APR08 22MAY08 100 23MAY08 140CT08 22 30APR08 30MAY08 100 02JUN08 210CT08 Sheet 13 of 16 HV/kC/PLUMBING ROUGH-INS - UNIT 1 INTERIOR BUILDOUT - UNIT '10 '��'� LUMBING ROUGH-INS - UNIT 1Q'�,,/ INTERIOR BUILDOUT - UNIT 10 '� AC/PLUMBING ROUGH-INS - UNIT 1Q`�I IN7ERIOR BUILDOUT - UNIT 10 , .. ... ._ WVAC/PLUMBING ROUGH-INS - UNIT 1 INTERIOR BUILDOUT'- UNIT 10 ' +.. '+. � HVAC7PLUMBING ROUGH-INS - UNIT 2 INTERIOR BUILDOUT - UNIT 20f� °� '+'� � .. __ HVACIPLUMBING ROUGH-INS - UNI 4NTERIOR BUILDOUT-- UNIT 20 HVACIPLUMBING ROUGH-INS - UNITZ INTERIOR BUILDOUT - UNIT 20��`+� f t`�,% Activity Activity O�ig EaMy Early 2 10 Description Dur Start fin�sh __ � � _ _ _. �,�,�t' � ,_ �.__ U204-MP01 I HVACIPLUMBING ROUGH-INS - UNIT 204 U204-FIN1 I, INTERIOR BUILDOUT - UNIT 204 U205-MP01_ HVAC/PLUMBING ROUGH-INS - UNIT 205 U205-FIN1 �I INTERIOR BUILDOUT - UNIT 205 U301-MP01 HVACIPLUMBING ROUGH-INS - UNIT 301 U301-F1N1 INTERIOR BUILDOUT - UNIT 301 U302-MP01 I HVAC/PLUMBING ROUGH-INS - UNIT 302 U302-FIN1 � INTERIOR BUILDOUT - UNIT 302 U303-MP01 HVAC/PLUMBING ROUGH-INS - UNIT 303 U303-FIN1 I� INTERIOR BUILDOUT - UNIT 303 U304-MP01 �HVACIPLUMBING ROUGH-INS - UNIT 304 U304-FIN1 � INTERIOR BUILDOUT - UNIT 304 � �..... lJlVIT 305 - WHOL:i.Y C}WNEC} #S U305-MP01 HVACIPLUMBING ROUGH-INS - UNIT 305 U305-FIN1 INTERIOR BUILDOUT - UNIT 305 U401-MP01 I HVAC/PLUMBING ROUGH-INS - UNIT 401 U401-FIN1 I INTERIOR BUILDOUT - UNIT 401 U402-MP01 HVACIPLUMBING ROUGH-INS - UNIT 402 U402-FIN1 INTERIOR BUILDOUT - UNIT 402 U403-MP01 I HVACIPLUMBING ROUGH-INS - UNIT 403 U403-FIN1 INTERIOR BUILDOUT - UNIT 403 25 24MAR08 25APR08 110 28APR08 010CT08 30 31 MAR08 09MAY08 120 12MAY08 290CT08 22 07MAY08 06JUN08 100 09JUN08 280CT08 22 14MAY08 13JUN08 100 16JUN08 04NOV08 22 21MAY08 20JUN08 100 23JUN08 11NOV08 25 07APR08 09MAY08 110 12MAY08 150CT08 30 14APR08 23MAY08 120 27MAY08 12NOV08 22 29MAY08 27JUN08 100 30JUN08 18NOV08 22 05JUN08 07JUL08 100 OSJUL08 25NOV08 30 21APR08 02JUN08 125 03JUN08 26NOV08 Sheet 14 of 16 HVAC/PLUMBING ROUGH-INS - UNIT 2q�J INTERIOR BUILDOUT - UNIT 2Q �` HVAC/PLUMBING ROUGW-INS - UNIT 2�},,I INTERIOR BUILDOUT - UNIT 20 ��'i�=, ti '� HVACIPLUMBING ROUGH-INS - UNIT 3 INTERIOR BUILDOUT - UNIT 30 E�� '� MV HVAC/PLUMBING'ROUGH-INS - UNIT 3 INTERIOR BUILDOUT - UNIT 30f c�, �/ HVACIPLUMBI'NG ROUGH-INS - UNIT 3 I INTERIOR BUILDOUT - UNIT 30 �° ��' MBING ROUGH-INS - UNIT 3�� INTERIOR BUILDOUT - UNI7 30 `q -x '� % BING ROUGH-INS - UNIT 3Q'�J INTERIOR BUILDOUT - UNIT 30 �� d�� HVAC/PLUMBING ROUGH-INS - UNIT 4 INTERIOR BUI;LDOUT -!UNIT 40 JI. �� - z � :: � ;N .�. �; k�� uc a � ', ;� �`''i�� > �'� �k,,� 4 k".y'. 4.. � .t ...a€;. , .:. � �HVAC/PLUMBING ROUGH-INS — UNIT 4 BING ROUGH-INS - UNIT 4�! INTERIOR BUILDOUT - UNIT iActivity _ �� ._-_ --__ HAFtbSCAPElLANbSCAPE Activity � tlrig :� Early � Earfy �s�ription Qur StBrt Fir�ish GCYSW-1611 � ROUGH-IN SITE ELEC - SITE GCYSW-0259 FORMIPL LIGHT POLE BASES - SITE GCSW-0206 FINE GRADE FOR HARDILANDSCAPE - SITE GCYSW-0208 PREPARE SUBGRADE FOR CONC PAVING - SITE GCSW-0291 INSTALL IRRIGATION SLEEVES - SITE GCSW-1500 INSTALL HEAT TUBE FOR HEATED DRIVEWAY - SITE �GCSW-0251 FORM/PLIFINISH SITE CONC - SITE ,SW-0255 PLACE CONCRETE PAVING - SITE GCSW-0293 I IN TS ALL IRRIGATION SYSTEMS - SITE ---=� GCSW-0295 INSTALL LANDSCAPING ITEMS - SITE SWAA-8880 �CLEAN UP/PREP RAN PUNCHLIST - SITEWORK SWAA-8888 COMPLETE RAN PUNCHLIST - SITEWORK (SWAA-9990 PREPARE OWNERIA-E PUNCHLIST - SITEWORK SWAA-9995 ; COMPLETE A-E PUNCHLIST ITEMS - SITEWORK PNGL-0724 APPLY WATERPROOFITEST - COURTYARD ABOVE GARAGE CYSW-0330�POUR PROTECTION SLAB - COURTYARD ('`�SW-1611 ROUGH-IN SITE ELEC - COURTYARD t, � SW-0291 INSTALL IRRIGATION SLEEVES - COURTYARD CYSW-0251 FORMIPUFINISH SITE STAMPED CONC - COURTYARD CYSW-0293 INSTALL IRRIGATION SYSTEMS - COURTYARD CYSW-0295 INSTALL �ANDSCAPING ITEMS - COURTYARD _ � : ' . �°�. �; ��,,, >`�.�. P0C3L CYSW-1305 GUNITE POOUSPAS - COURTYARD CYSW-1306 INSTALL POOL EQUIP/PIPING - COURTYARD ' CYSW-1613 PULUTERM ELEC TO POOL EQUIP - COURTYARD CYSW-1390 � INSTALL POOL TILE - COURTYARD I CYSW-0325 i APPLY CONC SEALANT @ POOL DECK - COURTYARD 5 21APR08 28APR08 3 24APR08 28APR08 3 29APR08 02MAY08 5 05MAY08 72MAY08 8 05MAY08 16MAY08 5 13MAY08 20MAY08 4 19MAY08 27MAY08 2 22MAY08 27MAY08 2 28MAY08 29MAY08 10 30MAY08 13JUN08 2 080CT08 090CT08 2 100CT08 130CT08 2 140CT08 160CT08 8 170CT08 300CT08 5 07AUG08 13AUG08 3 14AUG08 18AUG08 5 19AUG08 25AUG08 2 26AUG08 28AUG08 5 15SEP08 19SEP08 5 22SEP08 29SEP08 5 26SEP08 030CT08 15 19AUG08 12SEP08 5 15SEP08 19SEP08 3 22SEP08 25SEP08 4 22SEP08 26SEP08 5 22SEP08 29SEP08 Sheet 15 of 16 It Il111111�41i 11 Liitl3Ltil1�1 ROUGH-IN SITE ELEC - SIT� FORMIPL LIGHT POLE BASES - SIT� FINE' GRADE FOR HARDILANDSCAPE - SI� :PARE SUBGRADE FOR CONC PAVING - SI'� INSTALL IRRIGATION SLEEVES - SIT� _ _ _ _ _ �INSTALL HEAT TU FORM/PL/FiNISH SITE CONC - SfT� PLACE CONCRETE PAVING - SITf� INSTALL IRRIGATION SYSTEMS - S17L,� INSTALL LANDSCAPING ITEMS - SIT� CLEAN' UP/PREP RAN PUNCHLIST - SITEWOf� COMPLETE RAN PUNCHLISt - SITEWO �� PREPARE OWNER/A-E PUNCHLIST - SITEWOI� COMPLETE A-E PUNCHLIST ITEMS - SITEWOF 1� ti. � o�_..� . _..�, �_ . _ _ '�, APPLY POUR PROTECTION SLAB » COURTYA� ROUGH-IN SITE ELEC - COURTYA� INSTALL IRRIGATION SLEEVES - COURTYAF� FORM/PL/fINISH SITE STAMPED CONC:- COURTYA� INSTALL IRRIGATION SYSTEMS - COURTYAf� INSTALL LANDSCAPING ITEMS - COURTYAi� . . ,... ... ,_ _ _ GUNITE POOLISP/�S - COURTYA INSTALL POOL EQUIPIPIPING - COURTYAIj� PULLITERM ELEC TO POOL EQUIP - COURTYAf� INSTALL'POOL TILE - COURTYAI�P� APPLY CONC SEQLANT @ POOL DECK - COURfiYA \ �' � � a ,�`�,' CT rs" 0 � n � 3 '=3 i� � � _ u} � � C� � > � � ci � Q r 0�. � "'- -�-�—�- -____ � � = ' � ! i . . . , �� - �� - r ;� `-� :, • •- -• �- •- � � � � • • • « fG ; k �� _ � �M � � wl � � � s j -• t •- � a �- P � �-� `+ar 1 • -• � ^� � f♦ � : , � • '• •� • �t '� • • !� :i' 't K �� , � a , � � �+,. • ' • • � � � • , � .r irr r 1 � s � � Y � i r • ♦ 1 � '/ � � � � �' , "'.i � � M � .i i ' � • �' � M • ` ��t��'��:' � �iuh =��C' • ti f' 7.t� i �, �' ' � �' � �'� � � .� � � .i � � e' � , : � ' �� , �� : , � •' " '' � • '� • �� • - • '- d � ��: •s•�.�� -a° • •- �� ' ; + • N• ra •- �- �- ,� •- � � _ �;� ' . - 7 � • • s r � • � - r �'` ° ti �► - � • - • • • r a - • - • • � M � X • s '� � • � � �':r�;;� ,� .,s � • • • �i • � �!� i '`� `1: 1 • h � ♦ •' • • J'�.7� •' ♦ • • ��'�`, a=��, `� ,ss '� � s.• �' - •' • �i i �.. � ♦ ' � • � • a- a� - s s - , � �� ' ��'r�' fi� x - ws � ► . . . s � -• a �� • �.�� , r • « •��ra- r�� -+.� �• r • � • ti.�� i � � � _ � . . � � . . � . � :��;�z� �, v• • • i • r � ��: ��x , m�,�.c" a ;/�r."'�r � � ` $ r �o- . . _ '� • '� ! • a • � �� w ur� ,�;"c Ly s .. �i a' i! 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