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HomeMy WebLinkAboutCOMM2010-4140THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING'INSPECTION DEPARTMENT Construction Type: VC2> Permit Valuation: $ Setbacks Approval to issue ©ccu anc grow: Front: Electrical Division: Building Width: Left: Plumbing nin : Building Depth: Right: Mechanical Chi Rear: an Review Approval: Date: Water Availability Rate: a�jte Plan Approval: Date: Sewer Availability Rate: `re Department: Date: Building Permit Fee: 4 / blic Works Department: Date: Plan Review Fee: 4k—fl! ealth Department: Date: Lot Draina e Fee: Approved for Permit: Date: 71 Total Fees: .. Lot Drainage Submitted: Approved: Total Amount Due; Chris Gregory From: Lauri Vardeman [Lvardeman@grapevinetexas.gov] Sent: Wednesday, July 21, 2010 10:45 AM To: Chris Gregory Subject: Re: Gaylord Texan Water Park Project Chris, For the fence, based on project value of $6705.00, here is the price break -down: Plan review fee, which is paid when you drop off the permit, is: 81.09. The building permit fee, paid when you pick up the permit is $124.75, for a total of $205.84. For the site grading of $3,365,529.00, the plan review fee is $7487.19 and the building permit fee is $11,518.75, for a total of $19,005.94. Hope this helps! Lauri Vardeman >>> "Chris Gregory" {CGregory dfchase.com> 7/20/2010 5:11 PM >>> Ms. Vardeman, Thanks for your time today to discuss the payment values for the permits on the Gaylord Texan Water Park Project. Right now, we are working towards getting a temporary fence permit, and a grading permit. Here is a breakdown of the total costs of the project, and we are willing to pay for all now or later —just let me know. Temporary Fencing: $6,705 Site: $3,365,529 Pools: $3,236,331 Building: $2,953,605 Front Entry: $275,282 TOTAL: $9,837,452 Thanks for your help. Chris Gregory DF. Chase, Inc. ESE Architects, engineers, contractors and owneVdevetoocsarc under constant pressure tofind economical solutions for 'heir grade separation projects. Typical solutions call for tmJihona| wall oyslems bw they often find t�� these solutions can be expensive iningaUond�h�ecunsum(ng toconstruct. Irl a range o[appUogions, they are finding abetter solution is the 6io/oScapcpWire Formed Retaining Wali System from Rcn*arInternational [oqpuedooGensar). The SienaScapeSystem provides asuperior, dependable and co_,�effwivc $mcmrailsolution for the most challenging grade change projects, |tisthe only wine-formed.gpoghU' minforcedre!ainingwm||syotem1nfe$un�aposiCWmechanica\ connection far long-term structural stabU|ly.Beyond their performance capabilities, walls are abmeasy toin-staAand can Uebui|t1oadapt toawide variety o/project conditions, des;gnrequiemen,sand aesthetic oFuions vevom mm*gnld" �. � ' '' igh-density, polyc-thyiene (HOP SierraScepeWait Facings ^ Stnne-facing filled with native mimported stone that can becolor specified for adesired took and feel ^ Vegetated -facing features on*tmm|appearance and usually incorpmmtes|uca\plant species /ohelp blend wall into 'he existing envimnmeni " Aohitectura|hnishes-facinXiuveneertreatedwitbu slacked stone o'shotc*geeuiptedfinish pnmldi*go unique and traditional look Ihis manual provides aguWehmebncoostrucbonand quality control ufthe installation for both store- andvpQetiated-faced waU&|tshould b*provided tuthe engineer, the construction Quality assurance inspector and the contractor, For more specific instructions uninstalling special architectural finishes, please contact your local Tensa/Rep�esentmi,e. ` ��' S ~` -- used .~�.~��=��= , ` ' �. ResDt}0sib�/ities fa�C-oOstDJmsioO �-m��O-pH/' ance --� �~�. °The contractor mustpwv�ebxthe con�mcdonuf �ewaUinacondancewith the contract documents, plans and specifications. The contractor balso responsible hmrthe verification ofline, g/adeand other physical features. °The lensarTechnical Representative mayassbtthe cor',ract,xand theiospocion staff Wth thepmsedtres Within this manual and the, contract pbns,dncumenta and specifications. Therep,esmto&ve maybe onsite at/heyuanofconstmctinnandthenofteronlyas requested o/necessary. ^The Te,sarTechnical Representative isnot authorized tocountermand any details orinstructions |nthese gude{iney.o/ontneapproved cmnstruc!iuod7awings. without the express written agreement o/the engineer, � &���� ~��i� �� A��� ";7l�� ~~�' ~~ ,.. ^�^, ^ ~~ . . ^°^` `° MATERIALS SUPPLIED °Tensar'Uniaxial (jX)and 8iaxia\(BX)Gcogrids ° Non, woven needle punched @eatextileorTurf Reinforcement Mat (TRNDfrom North American Green' (depending vnfacing option) ~ SiermScape Facing Elements °Suppnrt Struts ^6ieoa&apeConnection Rods HANDLING WALL MATERIALS Tensar Geogrids are shipped in rot[ form. The contractor is responsible for off-loading the roils. Prior to the removal of the labels, the rolfs should be cclior-claded, typically with spray point, by the contractor according to type on their edges. For physical measurements of wall materials, see chart beloAv. SierraScape Facing Units are delivered in bundles while the support struts come in clear bags and the SierraScape Connection Rods are boxed loose. All mate: rials are to be off-loaded by the contractor. • It is the contractor's responsibility to verify the q u a n'tities shipped and the condition of the tn�aterjals. • Geoitextile and TRM productsare shipped in roll form and are to be off-loaded by the contractor. • If cerlff:citiorls are required by the contract doournentq, they will be supplied along with 'fhe mweriathjq is shipped. It is the contractor's responsibility to er)sjre that the engineer is provided this information. CONTRACTOR SUPPLIED MATERIALS • Reinforced, select or plantable fill • Cable ties or tie wire • Utility saw • Alignment system materials (laser, stringline, etc) • Side c,,,jt shears • 4 -ft. level • All labor, equipment and supervision necessary to perform the tola'wall construction UXMSE 6eogrid 4,36 lk mde x 41(k) or 25o 11, lorlg 70 - 150 lb�, 8X1100 Geogrid 9-3- Or :3 ft. Wide X 165 ft- 'otV, 9,Rft sit': 101 1b5,/1`lf, resit 135 iris, 8X1200 Geogrid 9.8 "Ir :3 ft W de Y' 165 ft Dong 9 f5 f, rOl: it lb',111 ft m!z - 138 lb,,. Geotextile/TRM 135 s. 3 "t Y, �00 ft.16.� ft, x 55,5 ft. 9F f" �ol! to] ibs./13 to�' VV4"- it Pci' • Vcrify the condition, approval and receipt of the SierraScape System's facing units. connection rods, support struts, Tensar Geogrid arid fill materials. Materials should arrive in good condition. lensar will not replace materials that have been accepted by the Contractor. • The subgrade shotild be approved before proceeding with the wall consTrurtion, Ary s6ls found unsuitably by fhiengineer should be "reated in a rnolfle; approved by the engineer. • Grade and proof roll SUbgrade, • Install off -set siringline, story pole or c-ther control to check and maintain wall alignment. • Color code and pre -cit the geogrids and geotextilcs to t)e lengths stated on the plans (grids should be cut from the Frst rib to the last). An easy way to cut the geogrids is using a circular saw. Make the cut next to the heavy tranwerse bars that span the width of the rolls. As geogrids are cut, mark and tag them according to the length and type, and then stockpile them for later use, In. jig) Te'isar Uni'-176-al en �V-m' -1 I in Filtr;r Febx atCOTA lal'la 4'v111 offse- VUO'., 2 in, !min.) to in, (�jx) --ac.p qtyg K. R. 4'omk'd RV in. 01�'f-J Top- Wrap of W f-ich? Umgt Re-Jor--,,,d 6r , fm;n,) 6 i,-% (,n (Sp" NwP 3 M ) rem sar A of cae-Scepe Cc, Ujt �)f EK7 c f, j v,+A IMM., AmL!, (t'+E (t'+ 4 , Pre, Fq PIx, 1110 vm4z 0 ty"t "ho:j oc svI fi a " W Con -uct' u t I n3n • Install the facing elements on leve" grade. Butt facing elements end-to-end with the extended horizontal wires on one unit overlapping the adJacent unit, NOTE: Me elements may move forward during placement of the backfill and compaction. Set the first ferry courses I to 2 to, behind the face control line. Adjust setback of upper epuises based on observed movements. • Attach the end of the vertical wires of the adjacent elements Wth cable ties or wires 1,o maintain alignment ind contain fill. • Two strips of UX Geogrids should be attached to each facing element, The geogrid shoulu not overlap adjacent facing elementS. The t-wo outer ribs of the left geogrid should be placed between the outer two wires on the left side of the facing etement.1he oyster ribs of the other geogrid, ;hculd be positioned between outer wires on the right side of the facing element. Two geogrid ribs should be positioned between each pair of wires. The transverse bar o` the UX Geogr`dwill have to be cut n places to position pairs of ribs betweer, pairs of wires. Cuts should be made only at apertures between ware pairs. NOTE.- The transverse bar moyneed to be cut in a {err snore places to ollow contact between the geogrid and the connection loops. Thread the connection rod through the connection loop over the ribs of the UX Geogrid. • Place face -backing as specified where face -fill 4is finer than 2 in. Where I to 2 in. stone -face fill is specified, use PX 1100 OrBX1120 Geogrids to retain the stone. If a vegetated face is desired, use a permanent erosion control blan-et from North American Green, The face -backing should be 2 -ft. wide (min.) to cover the face and extend 6 in- under the fill. In instances where at) erosion blanket is specified, the bianket should also extend 6 in. under the next installed fac°ng element. • Connect the top and back horizontal wires of the facing elements with diagonal support struts spaced approximately 16 in. apart. One strut should be positioned between the two end wires to support the joint between facing units, • In preparation for fill placement, pull the UX Gcogrid NOTE; Good compaction of the wall face will njjnjn;l,-e toward the reinforced backfill zone so that it's tight -pilloyling' of the lower facing units as wall construction against the connection, Maintain facing alignment. Place proceeds. conventional rolled compaction equipment rnoy be used to compact reinforced fill beyond the 3 -ft. face the first 9 in, backfill lift on top of the geogrid, while zone to 95% afAASHTQ-T99 maximum dry density or as maintaining an open Zoite at the facing element for the olherm*se specified. The compacted lift should be no more stone fill. i he backfitl should be placed near the wall than 9 in. =hick. face first znd then proceed toward the geogrid tiils. This will promote further geogrid tensioiiiing, After the backfill is placed, roll the Pte-f-Ut geOteXtije along the backfill's front edge (if req,,,iired), A tab of at least 6 in. of geotexttie is required to extend under the stone facing. • Install facing fill materials in 9 in, loose lifts urless the plans requite smaller. To provide a level surface, for t1ae next facing elernew, it is optional to use a thin layer of wefl--s,aided aggregate at the top of the basket, • Compact facing and reinforced fill materials within three feet of the wall face or as the p!arls require. A vibratory plate tamper is recon-imended for compaction in this area. Alignment adjustments will be required as the type of fill, mo,sture content, equipment and tall height w M affect the amount of movement of an individual f i, facing element, NOTE Facing elements may not move uniformly. Subsequent tows of facing elements can be set with a relate e setback based upon observed movements. The contractor should check facing alignment as every course .is placed. To correct facing ollgrinrent, a 2 in. maximum overhang is permitted. • At the end of each day, the contractor must ensure that the reinforced backfill is graded to drain away from the face of the wall. Beans and/or ditches must also be in place Find funct7aning to prevent the entrance of runoff into the wall construction site. Authorized Representative: U , Uv o ltl, bol,._ ,1-1'6-'I!,,.,e� jll�lw— V d—JJSA