", .... \D \D 00 ....• \D \D \D :J: c ;:+ 􀁾􀀠N 0 iii iri g 􀁾􀀠 􀁾􀀠 11) -0'" 0 0'" m n '" It> IV a a a •.... l> 0a.v;" 0 '" 0 n 􀁾􀀠ro ... • HUITT-zellARS . fi?'􀁾􀀠 /I Dollm • Fon Worth • lJOtI!Jfon • HI Pmo • Ph_ir • Tustj" • Ontario • AlbllllUNqW • Seattle • omo 􀁾􀀭􀀭􀀭􀁾􀁾􀀼􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀠FACS IMILE TRANSMIITAL 􀁄􀁡􀁴􀁣􀀺􀀭􀀭􀀭􀀭􀀢􀀧􀀭􀀭􀀧􀀭􀁉􀀭􀀽􀀭􀀯􀀱􀀧􀀭􀀱􀁾􀀱􀀧􀀽􀁟􀁟__ H-Z Froj. No.DIf ",U,:&.1" NO.OfPages:.....;:Z,::;--.--__ (Including Cover Sheet) TO: &"'CoI\ fV\orl!,M,-q7Z.' 􀀴􀁾􀀷􀀱􀁊􀀴􀀳􀀠'J'Oh" 􀁰􀀮􀀬􀁴􀀡􀁍􀁾􀀭-SI'z.' URGENT XFor Your Review Please Call Upon Receipt Orig. To Follow By Mail T1ME:<__DATE:<______ 3131 McKinney Avenue• • Suile 6(}(h DoIIDS, TI!XIJ$ 75204-2489-(214) 871-3311.FAX{2/4) 87/-0757 OPINION OF PROBABLE COST Pl\QJECT. AI)I)ISON MUIEO USE DEV£!.OPMENT (HOI'£ TRAm) HUm..zoI.LARS, INC. ClIENT, POST III'Allll1ENT HOfoIES, LP. 1121/98 QUORUMDllYi I SPllnTt --eOST 185 nt.5O tS69: J6,00 UJ :590.00 UNIT amtm al, SfD 􀁜􀀧􀁾􀀢􀀢􀀧􀀮􀀮􀀬􀀠POo.4"+-r",aJotNl (""'3) Of, ¥' ''0,;'0 M_II>I___........... Sap-09-9S ll:43A Addison Circle Canst. 972 S66 6560 P.Ol Fax Transmission TO lIiMMurphy FAX NUMSER (972}41tJ.2831 COfMIANY Town ofAddison pHONE NUMBER (972)410-2871 F"'iiOiif-.Robbins DATE I919198 PAGES I3 SUBJECT i$on Clft"""...,. Pvblk: IlIfnIstructure Mike: Attached is /I copy ofN(l'fth Texas Confrncl:ing Ol/mge Order #1 (Utilities)fur the aWoe refom!a!d project. Ptea. TeUiew and let ",e know ifthis is acctplable. ft has hem sent kI NrC fur :;ignatures and 1 5Iwuld receive it !tack in a couple ofdays 10 amtplete processing. Thank You, Mike Robbins Project Superintendent-Public lnfratructure 15120 QUORUM DR., ADDISON, TEXAS 1!5248 (!l7Z) 866-7790 (912) 866-6695 FAX p-09-9B 11:43A Addison Circle Canst. 97Z B66 6560 P.OZ 􀀮􀀮􀀮􀀮􀀮􀀮􀀢􀀮􀀮􀁟􀁡􀁡􀁣􀁵􀀻􀁟􀀢􀂷􀁲􀁮􀁵􀁣􀁾􀁬􀁉􀁉􀁾􀀠.IDa ........,..1􀁾0lDI& JrfO. 1 tV11Ul'lliJ) 0WNEIl; 1lJW2If Of ADD80If 􀁾􀁊􀁉􀁏􀁉􀁴􀁉􀀱􀁩􀁬􀁬􀁘􀀮􀁗􀁾􀁬􀁎􀀨􀀧􀀻􀀮􀀠􀁄􀀴􀁟􀁾􀀠rARt I"" It 15),00 "',lIlO.1IO (SlZ,90U5 Jtb'VUf.D ""'....If" "NIT AMOUNT 􀁾􀁍􀁉􀁔􀁉􀁔􀁉􀀧􀀠c:JfANGJl' .."'" 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DA'lW!""" "I1Jb'Wf.$.K a,ew1RfJ) VNJ)a 􀀱􀁎􀀱􀁓􀁾􀁯􀁡􀁰􀁡WU,l.tUlD )9 J)A"Y$lO nus I'RWECr: 0IItImNAL t:tlI'fJMCT11Mt ..c.n. 􀁾IM.Y! I'OR. 􀁮􀁵􀁳􀁾􀁏􀁦􀁗􀁉􀁉􀀧􀁉􀁴􀀠:),('.n. AlliJf1"KJJ'lA0",n 'AlII f'R£VmUS ctUU'fUt; ClIW" t1 QVUIIJ)r.tW'I'RI\CT'nME 􀁭􀁬􀁾􀀮􀁰􀀮􀀠'J'RE COMf'DlIA1lDH AOItEiO IIPON IN 'lHSctWtOr:1DIWD..AlU;fOJtN.L t.wt:s nU::t."'UIffItACroMHAY tNClIit MA 􀁾􀁲􀀠􀀰􀁉􀀿􀁏􀁫􀁕􀁌􀁁􀁮􀁎􀁏􀁴􀁯􀁮􀁮􀀵􀁃􀀱􀁦􀁁􀁎􀀨􀁊􀂣􀁾􀁗􀁕􀂣􀀱􀁉􀁴􀁂􀁬􀁓􀁁􀁬􀁄􀁃􀁏􀁉􀁔􀁓􀁁􀁕􀁫􀀮􀁎􀁡􀁷􀁈􀀮􀀠􀁬􀀱􀁍􀁡􀁜􀀱􀁕􀁗􀁈 􀀮􀁾􀀮􀁉􀁊􀁾....􀁔􀁾􀂷􀁮􀁍􀁢􀀮􀀠JI'IIc.."UlblNO Wl!NOl1TUMttAnON.1IttiYmsrfOR DfJAY. r.x ,i!Hoa> 􀁏􀀧􀁖􀁅􀁒􀁊􀁴􀁥􀁁􀁄􀀮􀁬􀁕􀁾UIt UllMert.'05T. aa AKfUllU::lC tl'l'.&..T ONaw«lEDattmalANOllI1'111tM&AJ A""'LTOPntISawroEORDER. 􀁮􀁴􀀢􀁐􀀮􀁬􀁉􀀹􀀮􀁾􀁮􀁏􀁎􀁓􀁁􀀮􀁊􀁭􀁲􀁯􀁁􀁁􀀮􀁉􀀧􀁊􀀬􀀧􀁦􀁑􀀩􀁎􀁾􀁍􀀡􀁬􀁑􀀠1N.Pf.AC'l! C'ONS'l'RucnoN. ACrVA1. IN I'7,AC1t QUAflMl1t::.S WIU. BE-USB 􀁾fIIlfAt, M nw.NT. N'JIItOViM ...,. POIiT APM't'MRNT ROWJl3.I •.P. l TOP DRESSING A. After planting has been completed and approved by Atchitect, top dress bed areas with mulch, 2 inches deep. Delay this operation until near final acceptance. CLEANUP A Keep premises neat and onlerly including organization of storage areas. Remove trash and debris from excavated planting areas, preparing beds, or planting plants from site daily as work progresses. Keep paved areas clean by sweeping or hosing. END OF SECI10N /􀁾􀁤􀁤􀁩􀁳􀁯􀁮􀀠Circle Public Infrastructure hu:nmry 1996 PRUNING A. Prune newly planted and transplanted trees as directed by Architect following Fine Pruning, Class I pruning standards provided by National Atberist Association. In general, remOVe at least onethird of wood by thinning. Do not cut back terminal branches. Remove sucker growth and broken or badly bruised branches. TREE WRAPPING A. Wrap ntrniety grown trees. Extend wrapping from ground to a point immediately below lowest branch of each tree or as directed. Securely fasten in place with tacks or staples, so wrapping will remain in place 2 years. TREE TRANSPLANTING A. Relocate existing trees as noted on the drawings. B. Coordinate this effort with site construction to avoid damage. C. Complete pruning prior to digging trees according to pruning requirements stated herein. D. Dig, ball, and replant trees following procedures required for new trees. STEEL EDGING A Provide steel edging at interface of planted areas and lawn areas unless indicated otherwise on Drawings. Set edging as indicated with top of edging one inch above finish grade on lawn side. PLANT BED PREPARATION A. Excavate or fill to provide 6 inches of Bed Mix for shrubs, groundcover and seaso.nal color. Haul off excavated soil. Add 4 pounds commercial fertilizer per 100 SF of bed area and mix thoroughly. Where bed areas have been left deeper than 6 inches, backfill with sandy loam to within 6 inches of finish grade followed by 6 inches of Bed Mix as noted above. SHRUB AND GROUNDCOVER PLANTING A. Place plants in position on bed areas before cans have been removed. Obtain approval from Architect. Architect reserves right to interchange or shift locations of plants prior to planting. Do not remove burlap from B&l3 plants. Plant where located, setting plants with tops of balls even with tops of beds, and compact soil carefully around each plant ball. Water each plant thoroughly to eliminate air pockets. Carefully prune plants to remove dead or broken branches and hand-rake bed areas to smooth even surfaces. . SOIL SAVER A. Install soil saver in areas shown on Drawiogs and on slopes greater than 3: I ratio in accordance with manufacturer's direction. J{T 3 . EXECUTION INSPECTION Examine subgrade upon whic,h work is to be performed and verify detrimental conditions affecting the work. Notify General Contractor or Architect of unsatisfactory conditions. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Contractor. Refer to paragraph 1.7 • lob Conditions, herein. TREE PLANTING A. Stake tree locations for approval by Architect. B. Tree Pit Excavation: Excavated soil may be used for shade tree backfill if approved for architect. Backfill must be free of subsoils, rock, caliche, and other extraneous material. If backfill is not acceptable, use sandy loam. C. Percolation Test: After tree pits are excavated, fill pits with water to determine if pits will adequately drain. If water does not percolate from pits within 24 hours. provide sump pits as detailed on the Drawings. D. Shade Trees: L Plant in pits twice the diameter of the root balls or to the curb or pavement edge. 2. Backfill with 5 parts excavated soil soil (or sandy loam) and 1 part peat. Remove excess excavated soil from site. Carefully 􀁳􀁥􀀡􀁾􀁥􀀠by watering to prevent air pockets. E. Ornamental Trees I. Plant in pits 12 inches greater in diameter than tree ball, backfill with hed mix. Remove excavated soil from site. Carefully 􀁳􀁥􀁴􀁾􀁥􀀠by watering to prevent air pockets. 2. Determine direction of staking and rotate plants in pit to take advantage of optimum stem orientation. TREE SAUCERS A. Form a 4 inch high saucer around each tree planted in the lawn areas for deep watering. Add mulch to the top of the ball as detailed and continue deep watering as required to keep uniform moisture around the root ball until final acceptance. TREE STAKING A. Stake trees as detailed on Drawings immediately following planting operation. Take precautions during staking operation to prevent damage or injury to branches. Orient stakes within each cluster or row of trees in same direction. Circle Public I.nfulsaucture 996 2 C. "Ornamental and Shade Trees: 􀀨􀁒􀁥􀁦􀁾􀁲􀁴􀁯planting schedule on constmction plans) Container grown (not containerized) and Nursery grown (unless otherwise noted), healthy, vigorous, full·branched, well shaped, symmetrical, trunk diameter and height requirements as specified. Balls of container grown and ball and burlap trees shall be fum, neat, and slightly tapered. In addition if the tree is of the ball and burlap variety the ball shall be well burJapped. Trees with loose or broken balls at time of planting shall be rejected. Root balls shall be nine (9) inches in diameter for each inch caliper, measured six (6) inches above root ball for up to and including four (4) inch caliper, and twelve (12) inches above root ball for trees larger than four (4) inch caliper. Trees shall be free of physical damage such as scrapes, bark abrasions, split branches, mistletoe or other parasitic growth. SOIL PREPARATION MATERiALS A. Sandy Loam: I. Friable, fertile, dark, loamy soil, free ofclay lumps, subsoil, stones, and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2. Physical properties as follows: Clay· between 7·27 percent Silt· between 15·25· percent Sand· less than 52 percent 3. Organic matter shall be 3%·10% of total dry weight. 4. If requested, provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B. Bed Mix: Premixed Bedding Soil as supplied by Vita! Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gro Municipal Mix as supplied by Soil Building Systems, Dallas, Texas. C. Commercial Fertilizer: 10·20·10 or similar analysis. Nitrogen source to be a minimum 50% slow release organic Nitrogen (SCU or UP) with a minimum S% sulphur and 4% iron, plus micronutrients. MISCELLANEOUS MATERiALS A. Steel Edging: I/S" x 4" Ryerson steel landscape edging. B. Mulch: Partially decomposed dark brown shredded hardwood bark mulch as distributed by Living Earth Technologies, (214)869-4332, Dallas, Texas. C. Staking Material for Shade Trees: I. Post: Studded T·Pos!, #1 Armco with anchor plate; 6'-0" length; paint black. 2. Wire: 14 gauge, single strand, galvanized wire. 3. Rubber hose: 2 ply, fiber reinforced hose, minimum 112 inch inside dia. Color: Black. D. Gravel: Washed native pea gravel, graded I in. to 1·112 in. E. Filter Fabric: Mirafi 140N by Celanese Fibers Marketing Company, available at Lofland Co., (214)631·5250 or approved equal. F. Wrapping Material: Waterproofmg crepe tree wrapping paper. )0 Circle Public Infmstruetur4 029004 y 1996 Addendum No.4 2116/96 '. Condition of Surfaces: Landscape areas will be left as described in 8.ection 02200, Earthwork. Complete bed preparation as noted herein. ,. Warranty plants for one year after final acceptance. Replace dead materials and material not in vigorous, thriving condition as soon as weather pennits and on notification by Owner. Replace plants, including trees, which in opinion of Architect have partially died thereby damaging shape, size, or symmetry. l. Replace plants with same kind and size as originally planted, at no cost to Owner. Provide one· year warranty on replacement plants. Trees may be replaced at stan of next planting or digging season. In such case, remove dead trees immediately. Protect irrigation system and other piping, conduit or other work during replacement. Repair any damage immediately to the Owner's satisfaction. /Warranty excludes replacement of plants after final acceptance because of injury by storm, drought, drowning, hail, freeze} insects or diseases: At end of warranty period, remove remove staking and guying materials. I1AlNTENANCE '\. Water: Will be available on site. Provide necessary hoses and other watering equipment required to complete work. B. Maintain plantings and trees by watering, cultivation, weeding, spraying, cleaning and replacement as necessary to keep landscape in a vigorous, healthy condition and rake bed areas as required until final acceptance. C. Coordinate watering schedules with irrigation contractor during installation and until final acceptance. Provide deep root watering to newly installed trees. D. Monitor sump pits at trees daily and dew.ter pits if standing water persists . • PRODUCTS PLANTS A. General: Well-formed No. I grade or beller nursery grown stock. Listed plant heights are from tops of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to the outer leaf tips. Plants will be individually approved by the Architect and his decision as to their acceptability shall be final. B. Shrubs and Groundcovers: Nursary grown, healthy, vigorous, of normal habit of growth for species, free from disease, insect eggs and larvae. Specified sizes are before pruning and measured with branches in normal position. Plants shall be well rooted and established in the container. fdt Public lnfraslnlc.TUre 16 >ROI)UCT DELIVERY, STORAGE AND HANDLING Preparation: I. Balled and Burlapped (l3&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape, and future development. 2. Container Grown Plants: Deliver plants in container sufficiently rigid to hold ball shape and protect root mass. Delivery: l. Deliver packaged materials in sealed containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. 2. Deliver only plant materials that can be planted in one day unless adequate storage and watering facilities are available on job site. ./3. Protect root balls by heeling in with saw dust or other approved moisture retaining material if not planted within 24 hours of delivery. 4. Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5. Notify Architect of delivery schedule 48 hours in advance so plant material may be observed upon arrival at job site. 6. Remove rejected plant material immediately from site. 7. To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or stems. ". lOB CONDmONS Planting Restrictions: Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practices. Protection: I. Do not move equipment over existing or newly placed structures without approval of Architect and General Contractor. 2. Provide board·roading as required to protect paving. 3. Protect other improvements from damage, with protection boards, ramps and protective sheeting. . Utilities: I. Determine locations of underground utilities and perfonn work in a manner which wili avoid possible damage. Hand excavate, if required, to minimize possibility of damage to underground utilities. 2. Coordinate work with irrigation contractor to prevent damage to underground sprinkler system. 02900-2 IECTION 02900 -LANDSCAPING I ART 1 -GENERAL 1 DESCRIPTION A. Provide complete landscaping shown on drawings and described herein . . 2 RELATED SECTIONS A. Irrigation System B. Lawns and Grasses C. Earthwork .3 QUALITY AS.SURANCE A. ComplY with applicable federal. state and county regulations governing landscape materials and work. B. Architect reserves right to review materials at growing site. C. Observation at growing site does not preclude right of rejection at job site. Plants damaged in transit or at job site shall be rejected. D. Personnel: Employ only qualified personnel familiar with required work. .4 REFERENCED STANDARDS A. American Standard for Nursery Stock. Edition approved October 27. 1980 by American National Standards Institute. Inc. (Z60.I) " plant materials. B. Hortus Third. 1976 -Cornell Universiry -plant nomenclature . . 5 SUBMITTALS A. Samples: Provide representative quantities of sandy loam soil. mulch, bed mix material. gravel, and crushed stone. Samples shall be approved by Architect before use on project. B. Product Data: Submit complete product data and specifications on all other specified materials. C. Submit three representative samples of each variety of ornamental trees, shrubs, and groundcover plants for Architect's approval. When approved, tag. install and maintain as representative samples for final installed plant materials. D. File Certificates of Inspection of plant material by state. counly. and federal authorities with Architect. if required. E. Soil Analysis: Provide sandy loam soil analysis if requested by the Architect. \ddiSOll Ci.reJe Public: Infrastru<:ture 0290().1 fanu;uy 1996 Addendum No.2 Il22I96 􀁈􀁌􀁊􀁬􀁔􀁔􀁾􀁬􀁁􀁒􀁓􀀠 D101 • -40 S2I.1IOU' ZO ,....4D2 rSDR35 PYCWASTeWAT!Rl..IM1 􀁾a'BCorENT IJ" 1130 tt $1."'.04'''M... ...• .,I ..S PVC WAST1!WATEI!. LATEIW.Wl2 WAY CU!AHOU1' .. .1Ell 17 I. -.... _ TV'NSPECTION 3115111' 51 JUZ l1li.0 -U' 4110 :lin -.......... el _.311 􀁾􀁖.. 􀁗􀁁􀀧􀁔􀁅􀁦􀁴􀁍􀁬􀁒􀁏􀀮􀁾􀁓􀀠lieD ...1lIA PVCAWWA 􀁾􀀮􀀱􀁬􀁒1 •• CI. 150WAW< PM! 1NCLa..E SCM S'D!APIIC AWWA CIlIXI.DR 11. CllllOWATEI!. _INCL EMIlE _ ..._ RESIUl!NT SEIITCATIIVAi.1II! .," 1'IWC JICGIE!WI TIlE _so118.8011012 lIlNOlTUIlINALBUTT JOINT 1.1' 1lJ -suo 4891 51M141 rI' THt:K eo PSI FlEX RElNF. CQt;(l. 􀁐􀁁􀁾􀀠Iff 2111 DUlU $l.112.QO .. 􀂷􀀮􀁦􀁴􀁾1211..... 1000 '111," .. THlCKeG PSI FlEX RElNF. CONe. DROP.....a 131'" 141 RI!MOVI!.re 􀁾􀁥CCNC. UNIT PAYERS "--,",2IS2sF 21111 212 m. •• ..c;tM>ACTI!D PU!X _ II'( m 3211 at S1l15.:1O ,.........2>40 220lSI REPlACE EXIST.IIIACK"'NYLCOATmCHAlNUNJ(FEflCI! I1A -'lIl $18. 104 104 CONSTRUC11ON PROGRESS SCtlEDUIES AND REPQRTlI 1 0 -II.!l 1i.1OO.OG .55 FUR. 􀁖􀁉􀁩􀁾􀀮􀀱􀁉􀁒􀁊􀁃􀁉􀀨􀀠PAllER CElI\IEREtI TO SITe, TYPe.C" . SF .....,>6."11m 11000 -773 $2.G 156 10" HIOH '" 12" WIllI! I!CI 0'61 FLEJ( RI!lNI'. CONe. CURS fA 0421 31M $10.00·27 .200157 􀁓􀁟􀁉􀁎􀁔􀁥􀁉􀁉􀁃􀀼􀁎􀁉􀁾􀁃􀁔􀁟􀁎􀁇􀀠LI' 0 -1200 $0.1. so.-_......SF• !III FUR. IIe<, ...ICI< 􀁾􀀢􀀧􀁖􀁅􀁒􀀠oo;LM!f<$l TO SITe. TYPE "14" & "II" $3.12 111t REMOVE &R£i'tACE CeMEliTTReATI!D IlASE iii'" '"..SF ... $1_20IUS• 10III STREET PATCIING IJI 1 0 1EA 3 ......"It ."..... -.." I HUllT-zGLlI\RS Hunt·Zoliars, Inc. f 3131 McKinney Avenue /Suite 600/LB 105 /Dallas, Texas 75204-2489 (214/871-3311 ,FAX 2141811-0757 February 13, 1998 Mr. Mark Person Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure HZI Project No. 01-2013-02 Dear Mr. Person: Gibson & Associates is authorized to proceed 'l'ith the revision to the bolt pattern at the existing light foundation on the north side of Addison Circle. We will add I each to Item :#259 to pay for the above mentioned work for a total eost of $388.80. Please call if you have any questions. Sincerely. HUnT-ZOLLARS, INC. %.:::'::':''10/7 cc: I\HZDALLAS 1 IDISKllprqj\Ol20 13011MP021398.IlOC Dallas I Fort Worth I Houston! B Paso I Phoenix JTustin I On1ario I Albuquerque .. • HUI1TZOLlARS• Huitt-Zollars, Inc. 13131 McKinney Avenue I Suite 600 I L8 1051 Dallas, Texas 152()4.24S9 f2141871-3311 !FAX 2141871.0757 -December 4, 1997 Mr. Mark Person Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure HZ! Project No. 01-2013-02 Dear Mr. Person: The Town of Addison does not want to conduct a fina1 walk-through for the above referenced project until the fullowing items are addressed. Some of the items have been discussed on previous occasions at the site or during construction progress meetings. • Re-work pavers at the north and south ends ofWitt Place to eliminate ponding ofwater • Fire hydrant at the NW comer ofAddison Circle and Witt Place needs to be lowered. • Eliminate ponding ofwater in the invert on Witt Place. • Eliminate ponding ofwater on Morris A venue, north side at Quorum Drive neckdown. • Locate and adjust missing water valve on Goodman Avenue. • Sanitary manhole lid at Northwest corner of Circle in front ofBuilding "An cannot be accessed. • Large roundabout sign on Quorum Drive for southbound traffic does not meet pedestrian clearance requirements. • Make sure bricks in vehicular areas have settled at the edge of the drop slabs. This was noted as a problem after the initial installation approximately one year ago. At that time your position was that the bricks would settle over time with exposure to vehicular traffic. • Complete sidewalk base and brick around the perimeter ofBosque Park. • Install water drinking fuuntains at Bosque park entrances including water service lines. • Resolve issues with sidewalk sub-base on the northwest end of Goodman Avenue and install brick. In addition, there is an area of pavement failure at the northeast portion of the roundabout which needs to be evaluated by Gibson and Associates. We do not recommend taking any action on this area until the condition is discussed with the Town. IIHZDAllASIIDISKllprojIOI2013011MP120497.DOC oallas {Fort Worth I Houston /E! Paso I Phoenix /Tustin {Ontano /Albuquerque • PARKS &: RECREATION • r""o_ B..1<44 Addi..., T ....1SOOI l6&01"........ IrriptiOD llll!peeti.oll AddisoD Circle -Phase I 1218197 by Jim Clark 1st Controller I. #1 valve box is broken and needs to be replaced. One bead is not popping up (east tree well with grates). 2. #6 valve box lid won't stay shut. box may be defurmed. 3. #9-13 are not working fur some reason according to Gary. 4. Concrete puHbox is all broken up and will need to be replaced (in the north alleyway by Bosq1.Je Park). 5. In the alley and the northside ofBuilding C there are several Ritt nozzles. They need to be changed to Tom. 2nd Controller 6. #4 has a pinched flex pipe on one ofthe tree wells by thesoutbside of Morris. In General: 7. Many 􀁨􀁾􀀹are leaning and need to be plumbed. 8. Many nozzles are clogged and need clearing. All heads should have filters installed. 9. Some 12" liP pop-ups contacting tree fences and need to be relocated. 1O. Clean out valve boxes and install pea gravel per spees. II. Need as-build plan and station sequencing schedule. 12. Supply V.1Uer history for tree wells. 13. Dedicated phone line to controllers is not lnstal1ed and operational. 14. Question ofirrigation for. proposed holly bedge: installiltion along culvert along MOIris Ave. and Paschal Mews Jim Clark/􀁉􀁲􀁲􀁩􀁧􀁡􀁴􀁩􀁯􀁲􀀨􀀡􀁾􀁩􀁣􀁩􀁭􀀠Town ofAddison HUITf-2OLIARS FACSIMILE TRA.¥SMJITAL FlIXNo.:__􀁾__􀁾__ H-ZPn1. No.______ TO: fAN"" PI(.g..e -,-n.. $S7·/S5Z¥-f':W \ -97k ?'70-SIZ,Q 􀁾􀁾􀀺􀀮􀀮􀀺􀀺􀀺􀀮􀀮􀀮______ 􀁾􀁁􀁬􀁅􀀺.;;dI3W g",...,....,.-.--.- __"..._____.(JJ4)(I7J-UIJ. _}!III< , , I.'. 􀁾􀀮􀀠; f,:II' ·1. IIUln 􀁚􀁴􀁩􀁡􀁾􀀬􀀠Inc 13131 McKInney AVen\JP.1 StritRr.oo! LM lObI Dan3S. Tela'!; 􀀷􀁾􀀭􀀷􀀴􀁦􀀱􀀡􀁬􀀯􀀷􀁈􀁻􀁒􀀱􀀱􀀭􀀳􀀳􀀧􀀱􀀠J!-AX ll4/6(! 0/57 Februllly 13. 1998 Mr. Mark Pe...OIl Gihr 􀁲􀁜􀀢􀀬􀁾􀀠lhl\ Yl"'"' 􀁾􀀠􀁖􀁾􀁲􀁕􀁊􀁉􀁕􀀧􀁜􀀮􀀮􀀠IfA. " "" .J , THESE ARE TRANSMITIED as checked below: o For approval o Approved as submitted 0 Resubmit____copies for approval AFor your use o Approved as noted 0 Submit ____copies for distribution 􀁾As requested o Returned for corrections 0 Return ____corrected prints 0 ________________________________________o For review and comment o FOR BIDS DUE ________________ 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS _______________________________________ fY\IKeJ COPY TO_____________________________________ 􀁾􀀠SIGNED:'Va,utd If&"'Ie6 It enclosures .re not a. noled, kindly 􀁮􀁾􀀠, .. PUBLIC WORKS DEPARTMENT (972) 450-2871 • Post Office Box 144 Addison. Texas 75001 16801 Westgrove June 12, 1997 Mr. David Meyers, P.E. Huitt-Zollars, Inc. 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204 Dear David: The Town ofAddison has reviewed the brick submittal from Pine Hall Brick Company. We have no objection to the use ofthe 2-3/4 inch English Edge Heavy-Duty Lugged Pavers on Witt Place and Paschal Place as proposed by Addison Circle One Ltd_ Please call me if you have any questions or need additional information. Since ly, "--/􀁉􀁬􀁖􀁴􀁾􀀮􀁬􀀠John R. Baumgartner, P.E. Director ofPublic Works Attachment: May 12, 1997 test results from PSI 􀁌􀀶􀀶􀁴􀀦􀀡􀁎􀁾􀀠ti.cu u.:1,J.:i !Ina 97...wI-K-Palr 􀁎􀁾􀁉􀀠F.lflnrellCed 91-4l$H...talr 􀁎􀁮􀁲􀁾􀀠91..j2S8-Id·P.iI 􀁈􀁮􀁬􀁬􀀡􀁴􀁮􀁾􀀠91-41S11-N·I''';, 􀁎􀁦􀀡􀁬􀁬􀁬􀁭􀁾􀁲􀁥􀁳􀁣􀁣􀁤􀀠II' 4l3i \J I'lIlf 􀀢􀀧􀁮􀁬􀁬􀁩􀁬􀀧􀁬􀁬􀁮􀁲􀁾􀀠-MEMtiREMENT OF WARPAOF. TQII SIIdi;t WIINIC: All un;l. It... !lulu lI.m illl:hH I BoIUmt Sarl1u:c W.rpagtl AU lin'" '.Dlb." 0.03 IncIlN < I i I I I I:! r • ,I"I' .. tt • <: , ' ,IliMENS10NS i ' .lt4 :'! . 􀀬􀁾􀀢􀀠. ) 3.114 9'1-41S8-Q 3.91 , : 97-4258-11 ' 3.94 !)1-4:1.58-S ' 3.92 97-42$8·T '. 3.92 97-42SW 3.94 􀀡􀁔􀀱􀁾􀀮􀁖􀀠; '3.91 97-42S8-W 3.90 7.!l1 An.,...\. "f" MCUlll'Cmc!lI!l; 2.1S 2.1S 2.74 2.75 2.75 2.75 2.74 2.7S !T1-42SS.X 3.94 7.!!3 97-4W·Y , 􀁾􀀠7.lIl. 3.93 1.93 2.14 W 1.TS Rcmar1cs: Mc.uun:IIII:DIS ,ror len,ll! aDd IlIIdlh lru:.tudil lIIil:ill":;.> WI """ (I) IIp.ICCr am, _.,wrcd rnp And hnmcn. TIm unizs !:Iir..=d Plat-Wile) I I WkId!. . Or_Am... TnWI...ntd. Gt'OUA ...... Spceimcll i.enath. lnc:bct ' LkFu_,Number wiles S'!. 􀁲􀁾􀀠Unlc Load. psi 3.115 1$.21 m1S091-42S8-A 14640335 3.1131t1:"25a:e 14.71 19'1000S... 13:190 3.86;-;-42:SS.C:: 15.21 2ama􀀳􀀮􀁾􀀠13/i1l O 3,8691-4258·1) 14.90 (4lEO21«1003.86 lS,St3.11697-4lSa.a 4.04 Utlloo .IliQQ Avera.., 13936 R.marlr.:l: The WIlli telted comply wllll AliTM ellT-!. Table 1. Plly_k:aJ Require!llOlll! (CIt 􀁾􀁒􀁡􀁮􀁤􀁬􀀧􀀮􀀠.-... 􀁾􀀧􀁰􀁥􀂢􀁬􀁭􀁥􀁮􀀠Nu.1lbet 97.4J.S8·1' 97-4258-0 on-4.J,!R.1f 97-.12511-1 1i1-4258-J I A••ro.go: Rcnwkll: 􀁾􀁓􀀠SammiMAlIsotpIlnn. " l+HCW" Sllblllcrslon 5-HOIII' BailiDg Coc:lTlC:lcllt 4.43 1.59 0;58 4.311 7.50 0.5S $.06 8.23 1>.61 4.35 1.45 D.n 062ill Ul 4.61 1.82 1/.59 'The v.nils !csre4 comply \Vim AliTM elm, T,lhlc I, Phyliiclll IRc:quir/>l'II.... for I.!'poo R.1Id F. I '1 "t/bmltllilJ/l ]() 11111«! 011 tOd '00 :)!:011:l:El 01:1:.3"'1'" WVL9: eo L6 't t 'SO HUITT-ZOLLARS, INC. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 87T-3J11 TO lOW 1.1 c E AD 01 'Po IV ICtal VVE5T<:;'RcNJ;; R-D "5'EIb/ICE cfiJTef -1=IR5T Fu;aR.. 􀁁􀁻􀀩􀁏􀁲􀁾􀁬􀀭􀁉􀀬􀀠� �􀁾􀀠7 GOo J WE ARE SENDING yOU 􀁾Atlached 0 Under separate cover 􀁶􀁩􀁡􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁟􀁴􀁨􀁥􀀠following items: o Shop drawings 􀁾􀁰􀁲􀁩􀁮􀁴􀁳􀀠o Plans o Samples o Specifications 0 ________________________o Copy of letler o Change order COPIES DATE NO_ DESCRIPTION 􀁾􀀠IRJ;;'I\.:;-E.D ""5 -I-t T c:; C .. 2. I GI R. 2PII .1PI4CI? .., M ----r-UP P 􀁦􀁬􀁡􀀮􀀬􀁾􀀬􀀮􀀮􀀮􀀠<, e::T -:; 1121=;"-11 <:;'E:D 􀁾\-rTS; Co'S Q..I .!f:. CO 1'-2 1=-2.6 """ 􀀭􀀭􀁲􀁾􀀠t:::. PO 1\./,· _.... <;!=IT THESE ARE TRANSMITTED as checked below: o For approval o Approved as submitted o Resubmit___copies for approval 􀁾􀀠For your use o Approved as noted o 􀁓􀁵􀁢􀁭􀁩􀁴􀁾􀁟􀁣􀁯􀁰􀁩􀁥􀁳􀀠for distribution 'R As requested o Returned for corrections o 􀁒􀁥􀁴􀁵􀁭􀁾􀁟􀁣􀁯􀁲􀁲􀁥􀁣􀁴􀁥􀁤􀀠p rints o For review and comment 0 􀁟􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠o FOR BIOS DUE 0 PRINTS RETURNED AFTER LOAN TO US REMARKS ______________________________________________________________ ___________ ---------------_..._COPY TO,____________________________________ 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀀮􀁾________􀁾􀁾____________ If .nclosure• • re not .. s nored, kindly notify tI& lIf one.. I I "D .."/' '" 1 '. '. "k". 􀁾􀁾􀀺􀁭􀁾􀁾􀁾􀀴􀁾􀁪􀀯􀁾􀁾􀁾􀁾􀁾􀀬􀁾􀀬􀀠:.' 􀁾􀀠􀀻􀀬􀁾􀀢􀀠J::" 􀁾􀁾􀀠(iYt', t'......... " 􀀮􀁾􀀠" '-􀁾􀀧􀀠"':' " 􀀬􀀻􀁾􀀠,. " ,,' 11 'w \ _ 􀁾􀀠"I.' ;., _ " ,c "), '. I I • -􀁾􀀭􀀢􀀧􀁩􀀧􀀠,,' I Z ......... " -'-',' I 18,0 􀀼􀁾􀀠_ " 􀁬􀁾r-,",--, <::::::---......, ,i, ' , I., '(''"-P)'" , ' I ... --'" -", ' I , 􀀬􀁾􀀠 " -<:t----":,. w .1,.') 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I i'V (, w , N N O'l 1 All 􀁃􀁏􀀡􀁬􀁾􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀀠\e 􀁾• of Addison s'o o (f) ,) CUDS ere to pix, :I, Expansion 􀁪􀁩􀀧􀀩􀁩􀁮􀁴􀁾􀀠s ";pOC ng I'eac'1 woy), Sh on centers (eaCh way) ,;eol€ d w th opproved jc -)., A:t dimuosicns orE, :;, Contrador to veri utilit:es prior to the st·R", 1 0' -I> -'-􀁾􀀠t), Refer to oro:;i1itEc1 w 9'31 '55"W 8985' " Expansi,)n j.)illt" f r' 􀁾􀀻􀁩􀁤􀁥􀁖􀁩􀁡􀁬􀁫􀀠exp,)nsion joinfic:) pavement eX;lan:;ion joi-<:t-0; 􀁾􀀻􀁩􀁤􀁥􀁶􀁬􀁏􀁬􀁫􀀠to lJe 5 foot ' 􀁾􀀧􀀡􀀠1'-) OC'! /l, Rein fore ernen t toro Ul on centers. 9, Provide con:reba ' 10, Sidewall<.s to be d with number 3 bars 18 􀁾􀀱􀀮􀀠Rekr to crchitedl 􀁾􀀻􀁴􀁲􀁩􀁰􀁩􀁮􀁧􀀠requirements 12. Refer to architect details. $>/T BY.: XEROX 7033 HUnT-ZOIJAR5 Da/lQ.r -FOI't "ri-El PI1IO • H07JStlJn . FA.CSlMlLETlWISMllTAL Z 􀁴􀁬􀁾􀀱􀀠Date: b a.,./t, FuNo: '12'-􀀴􀁾􀀭Z8S? 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" f 􀀡􀁾􀀠 􀀡􀀩􀀮􀁾􀀠􀀢􀁾􀀠i'"􀁾􀀢􀀠il -6 1ft 􀁾􀀠..D 􀁾􀀠􀁾􀀠􀁾􀀠tD , 11\ P. I,t\ t-t; 􀁾􀀠b 1 " (I.., II>.., "',a '" I jt\ 14 • ... 1 , I : I : I : . ' Job No,Projecl HUJIT Client ____ ByzaI.ARS ChkdIlOil6,." ... 4 ••4 Sheet __ * tJ 􀁾􀀠..... to -d) ....N C' Ll! 􀁾􀀠.... I) G'" tJ N 111 CS> ® 􀁾􀀠 􀁾􀀠 C!) 􀀨􀀮􀁊􀁉􀀩􀁏􀁦􀁌􀀮􀀢􀀧􀁴􀀾􀁜􀁜􀁊􀀴􀀮􀁾tl HUITT zalAR5 '.001111 °""'1:'110 ",",O'fi!."'n-\ \\ 4&'-. 94\ \ 4'tA. t.,,\ " 3Z'S . .50 \\ 􀁾􀁚􀀴􀀮􀀠("1 \ \ o4e+· "'-4 \.\ 4\-eA:-. '"" 0 " 4-'.9"&. '!.l. Job No. By---Date Chkd Date Sheet of . £A<:'T 􀁾z. 34. ;'7􀁱􀀬􀀢􀀡􀀾􀁾􀀮􀀠􀁾􀁴􀀮􀀮􀀠􀁥􀀾􀁴􀀳􀁾􀀮􀁾􀀠Q+31 .9S 0\ 'Z. 􀁾􀀭􀀴􀀬􀀠􀁾􀀳􀀠􀁾􀀠Z.S5 •'Sip Gt "Z. 􀁾'S . %..1 􀁁􀁥􀀮􀀮􀁾􀀠'TO 􀁇􀀨􀁊􀀮􀀮􀀮􀀮􀀻􀀾􀀢􀀧􀁜􀁑􀀺􀀮􀀮􀁾􀀠of 4 -a􀁴􀀮􀁯􀀭􀁾􀁲􀁲􀀮􀀠sU-􀁬􀀾􀀢􀀢􀁔􀀴􀁜􀁾􀀠􀁾􀁥􀀮􀀮􀀮􀀠l",'>T􀁁􀁾􀀢􀀧􀁾. , . 􀁣􀁾􀀻􀀬􀁾􀁾􀀢􀀭􀁛􀁾􀁩􀀷􀁩􀁾􀁮􀀡􀂧􀁑􀂧􀁾􀁴􀀧􀁾􀁬􀁾􀁴􀁬􀁾􀁾􀁴􀁾􀁽􀁪􀁾􀁳􀁴􀁾􀁾􀀨􀁊􀁾􀁉􀀨􀀩􀁎􀀻􀀿􀀢􀁾􀀧􀀢􀀧􀀠". , \,' .􀀧􀁐􀁯􀁳􀁩􀀧􀁾􀀺􀁾􀁴􀁁􀁰􀁥􀀬􀁲􀁴􀁩􀁾􀁾􀀬􀁬􀁰􀁣􀀮􀀻􀀮􀀠Fax Transmission TO COMPANY Dennis Bailey North Texas Contracting FAXNUMBER PHONE NUMBER (817)430-9207 (817)430·9500 FROM Mike Robbins DATE I 9/29/99 PAGES 17 SUBJECT Addison Circle Phase II·B·· Public Infrastructure Dennis: Attached is a copy ofa correspondence received from Huitt Zollars with the requested electrical conduit layout information as requested by Mark Zellman. Ifyou need any additional information, or are unable to read this fax transmission, please call. Thanks You, Post Properties, Inc. Mike Robbins Project Superintendent-Public Infrastructure FAXELJ SEP 2 91999 􀁂􀁙􀀺􀁾􀁾􀀠 15720 QUORUM DR, ADDISON, TEXAS 75001 (214) 220-0684 (214) 220-1061 FAX IfY0tl had (ItlY probrems receiving fIJis Facsimile Trnnsmtttal. please coutact tire itldtvidunllisud above at (214) 22()·0684. nUlnk You HUm-lOLIAPS DalWs -PDf( Werth -EI Paw -HOll1!ton AlhUilUl!1't[ll8-Denvv-Ontario -Phoenir-Sutt/". r...o_-Trutm FACSIMILE TRANSMJ'lTAL Date: 1. LZ3/tt, Fax No: 2'I=t: -Zza -lObI HZ Job No. "l--Z-5"11..-0 /No. of Pages 2...(Including Ibis cover sheet) Attention: rrl,Ice 􀁾􀁢􀁢􀀾􀁙􀁬􀁓􀀢􀀠Company: [kr 􀁾􀀯􀁫􀁣􀀮􀁾,.... . 􀁾􀁴􀁊􀁲􀁧􀁥􀁮􀀡􀀠_I'cr Your 􀁒􀁥􀁱􀁵􀁾􀀠_For Your ReYi.,... ..JI-Call Upon Receipt _Original To Follow _FYI _OdIer NOTES/COMMENTS: m,I<-e.·,:1' 􀁾􀁾􀀠􀀱􀁙􀁬􀁁􀀮􀀯􀁴􀀮􀁾􀀬􀁾􀀠􀁾􀀠L ." 􀁾􀀠_!t1.e. 11: 􀁾􀀬􀁵􀁾􀁃􀀠􀁥􀀺􀁾􀀠d.'J CDJ.!...aJ. • 􀁾􀀶􀁾􀀠, ,-Sik",J/i:tuj* Sent,By : rn Time: Date; Zfyou have any problems roceiYing 􀁾􀁩􀀤􀀠fiIx. please call us 31 (214) 811-3311 . JUI McKinney A_-Suit. SOO -Dallas. raas 7SZ04 -(2J4)87/-J311-Far(1J4)/J71-01j1 Alterntlle Fax , ,--,--',----,,-----o .. 􀁾􀀧􀁖􀁓􀁉􀀺􀀠I: SENT. BY:XEROX 7033 -DmoIt'. 􀁾-PItDttnb:.&tztdtt.T_.nam. F.4.CSIMILE 1'Jl£NSMI7TAL Dlu=: Fax No:I Q 114 '/1"\ '1.:Tl" -T3:\ -􀀺􀀿􀀳􀁬􀀮􀀺􀀾􀁾􀀠HZ lob No. 1"\-􀁺􀀮􀁾􀁱􀀢􀀱􀀭􀁢􀁬􀀠􀁎􀁯􀀮􀁯􀁦􀁾􀀠-3 (Illclnding this cover sheet) Attetttion: 􀁃􀀭􀁬􀀾􀀭􀁾􀀠􀁾􀁁􀁬􀁴􀁴􀁾􀀠Compaay: t"oe;..± 􀁾􀂫􀀺􀀧􀀼􀀺􀀾􀁦􀁦􀁩􀁜􀀭􀁴􀁴􀀮􀁓􀀠_ UIPIf )C..PerYOIIt_ _FotYour R.mew _p\east Call UpOll RI:ce!pt _ 0rigirl8I To FolIaIr _FYI _0Ibt:r NO'l'.ESICOMM.ENIs: C c. "OM)¥-t-g,oBlJh·-S -􀁾􀀮􀀮􀀬􀀮􀀮􀀠􀁐􀀦􀁯􀁥􀁕􀀧􀀺􀁮􀁾􀁳􀀠,-, i&-':tt. 'Z-I +-2-2..0 -1\)\..0) 1\1,,\-.£_ M 􀁜􀀩􀁥􀁦􀀧􀁾􀀢􀀳􀀮􀀺􀀠,"t"(..)w. .., or Al>/J IS 􀁴􀀬􀀺􀁾CE2 'J:::A'/... "'* "1'1-Z -4::£0 -Z8,ft G) 􀀬􀁾􀁁􀁙􀀠􀁦􀀢􀁥􀁴􀁾􀀠,-f.. 􀀧􀀢􀁴􀁾􀀠􀁅􀁁􀁲􀀮􀀮􀁾􀀠ZI4---􀁾􀀢􀀢􀀢􀁦􀁜􀀭􀀢􀀢􀁲􀁯􀁚􀁾􀀠. ;,.. : -FtoI!l: !d1.&l. irl &rw . ,. ScntBy : ru Tune: PlIte; {(r-{'{ Ifyou haveany probIemsll'Coivioglhfs 􀁾􀀻􀁰􀁬􀁣􀁡􀀺􀁳􀁃􀀠C!Jlllut(l14) 811-3311. 3m McKinneyAvIflfM-SuiIdIJO.DaI/at. Tcu 1S104-(2H)871-JJ1l • Fax (214)87MJ7J7 Alternale Fa/: '---_. ". -, SENT BY:xtltOX 7U;J;J HUnT-ZOLlARS October 14, 1999 Mr. Tom M. Sterling Tex3B Department of Licensing and Regulation Architectural Barriers Section 920 Colorado Sl Austin, TX 78701 RE; Addison Circle Phase ITB Public Infrastructure (Formerly Addison Circle Phase III) TDLR Project # EABPRJ99009188 Huitt-Zollars Project /I 01-2599-01 Dear Mr. Sterling, Thank you for your September 18, 1999 review ofour plans originally submitted to TDLR in April 1999. Please find the enclosed signed and sealed set dated 6123/99 "Issued For Construction". This set is being sopplied lor your records. We offer the following response to the items noted as "PlellBC Respond" in your review. 4.3.7 Slope ofAccessible Route. Variance request for up to a 5% sidewalk cross slope was denied by your office. A 3% maximum is allowed per your leiter dated 10/4199. We have revised the grading plans to reflect a 3% maximum slope at all locations with the exception of the northeaat comer of Morris Avenue and Artist Way. The gra4e around the comer on the street results in a sidewalk grade of3.7% at this isolated location. All other sidewalk cross slopes have been brought into compliance with the 3% maximum. Hi.1 Minimum Number ofAccelisible Spaces. Accessible parking spaces are being provided on the parldng garage structure located in Block 3B. (West side ofArtist Way) A total of 7 accessible spaces is being provided. This garage structure also supplies the required parking for all tenants for this development. rwINill Fnrr Worth. I tlot.uUon I E! PQ30 I Phoerix I Tus,til I OntarIO I AJbI.JQuerqlJe I Seallle I TaoOmQ I OetM:tf 􀁵􀁴􀁇􀁾􀁕􀁕􀁾􀁖􀁖􀀢􀁾􀀠VI U Mr. Tom M. Sterlong October 13, 1999 Page 2 4.7 Curb B!l!DD Surface. We have revised our detail to indicate truncated domes instead ofgrooves. Please call ifyou have any further comments or questions. Sincerely. HUITT-ZOlLARS, INC. 􀁾􀁻􀀻􀀻􀀬􀁾Project Manager DEMlem Co: Cindy Harris -Post Properties Mike Robbins -Post Ptoperties Mike Murphy -Town of Addison Jay Frisco -RTKL 1:lproj\O1999901IDAVlDM1LellersITS·ACPHlIIIU01399.do< i HUITT-7()LIARS . Dall H-Z Proj. No. 􀁾􀁲􀀠Zo/$to No.OfPages:_4--=--:-__ c. (Including Cover Sheet) \ \TO: ffil\(.(. 􀁉􀀿􀁯􀁢􀁴􀁲􀁜􀀧􀁬􀁾􀀠Cpco,.t) 17Z-􀁧􀁇􀀬􀀢􀀭􀁾􀀵􀀢􀁴􀁤􀁯􀀠 'BNf""t Wl 􀀨􀁰􀁾􀁴􀀩􀀠"I1Z-77o--$/Z « URGENT For Your Review Please Call Upon Receipt Orig. To Follow By Mail \ Ifyuu had any probl....' ...,.iYing 110< F=imil. Tr......illal. please contaclth individuallwed db"", .1 (214) 871·JJII. TIuuIkyou. 3/31 McKinneyAlIenue. -Suite 600-DaJll1.J. Texru 75204-2489. (214) 87J-33J1-FAX (214) 871-0757 WJE ......... ...-0;"..---..-.. --..........1lC I2INoalI.ohllo _.S.i";jMO __...._'........A............. CIIIcIeo. It._ "1f8iNutrI. 􀁁􀁾MIlIm.lSciuliIa 􀀨􀁊􀀱􀀲􀀩􀀳􀁾􀀠ru:(312)m.em OcIObllr22. 1998 Via: Fauna Mail Mr. StY_lit Nail PoftPrI/ptIrIiell lSI5! D8lIas h!twq, SUllo ISS o.u.. TX 75248 Re: Addison Cil;1I PIwe UPublic 􀁉􀁮􀁴􀁩􀁵􀁾􀀠 AddIioo. rODS Aaal,m ofSand Sample WJI1No.9I0769 DwMr. !WI: 􀀮􀁉􀁉􀁬􀀱􀁬􀁃􀁑􀀨􀁬􀁾􀀠willi tbll 1Ilqut!Sl ofDI\IId Meym ot Huill-ZoIIars,. ,otII' pmjeI:t cnptet:l', WIo. Jauney. EI_ A.soc". Inc. (WJB) Iwa performed au addici.....1 investiptiorlof II :IIIIId _pie fQt 'miDI • brick paVa'! at tile nlfinaced JIfOjm. WJE previously p:r1il1lMll M _I)'.is of 1\ -l'IIM II" send SIIlIple in which we mpgrtcd tbI IDlISUIIl was 􀁤􀁾􀀠(1lII1iltcdce OW Jlmc 25, 1!I9IJ Ie\u!r) Suh5eqtmlt In diet tut. WI: were infommld!lt!he prcvjous 98II1JI1e mlsht IlOl have bcCII e.:nlill/y sclccKld kllMlid. comamilUllion. ·I1JeteMe. II IIDW dean lNIIId IIIIIIIpIc: _ 3IIb1r1itted. Tho ........... exn.:tef/with .......er _ the IillUnIlIbI ICIidun __ iIUlyd Wr gyll1illllM compOllClllil by X-MY tIifti1;tion. Trace amOUllll of IIJPIWI 1114)' be pII:S(IIl in Ihi, IIIItIIple, ilowtvlt at tncc levels.deftnitive idimtifleatloll "allOt poBIiblc wid! 1bb pto\*IIIm-'1lIe test procoduno al$l'l does Il0l11 ...... UII II) qllllllWY 1M 􀁤􀁾􀁥ill the 8.}IJ!RUII between llIe linl _ lIIe MCOIId 􀁾􀀠"": D. Meyel'l(JIuilt-ZoUm, !I'III.l wI line!. • • \r-."'nmtJ, EIStner Anoc...... rnc. Engilllm. An:hilrm. MIllrriAI Scitlll"b'WJE 􀁈􀁕􀁬􀁔􀁔􀀭􀁚􀁏􀁌􀁌􀁁􀁒􀁾􀀠RECEIVED lunc 2S, 1998 Via: Fax and Mail JON 2 91998 Mr. Bryant Nail Post Propetties 1SIS 1Dallas Parlcway, Suite ISS Dallas, TX 75248 Re: Addison Circle PItase I Public Inli-aslructun! Diatotoranon ofBrick Pavers WJE No. 980769P Dear Mr. Nail: In ac:cordance wilb your aulboriUtion, Wiss, Janney, IllstDer Associates, Inc. (WJE) has performed an invfitiplion of !he discoloration occurring on brick paVCl'$ insbtlled on !he aforementioned project. We were iofonned by David Meyers of Huitt-ZolllllS, your project engineer, that !he Phase I brick pavers baye been insIaIled in II ilIIId setting bed over II ClISt inpl_ .:oncrefe slab on grade. Sand with portland cement wm used to groUl!he joints betwl:en brick Wlils. We m;eived a detail from Huitt-Zollars illdica!ing the typH;aJ instl.llation. To perform our investigation WI! nlCelved the tbllowing materials: • Two bricks removed from Ibe pa'l'ement that showed !he discoloration on !he fOp swface • One brick !hat was reportedly not insIaIled • One sand """'pic identified as QPbase Jsetting bed" • One sand 5BIIIpie identified as "Phase U setting bed" The samples were submitted to our ErliD, Him. Associates division fur petrographic and chemical study. Their repol't i$ attached. Ba$ed on their findings:, we com:lude \be fulluwing: \. The,di/;coloration materiel is a combinM'ion ofcalcium carbonate. gypsum, poI'tland cement. ceJcium hydroxide. fly ash and some other unidentified materi4I. The gypsum may have come from Ibe brick paver 01' the sand. Gypsum was detected in the Phase II sand llIIIIIple. Some white effioRIScence was ob.sc:rvcd in !he unused brick sample when tested tor efflorescence potential. The other materials may be due to COMlI'UCllon debris 01' ftom residue from the gn>UI placed between the pavcrs. 2. Attempts w ..... made 10 clean Ibe material off lite briek pavel!). Ollly two acidic .am had a sligllt improvement in removing !he lIIM'eriaL Ropetirive applications of tbese cleaners would be I1CI:IISSarY to have any appreciable effect. Since this application may cause deterioration of Ibe joint pout, field tll5ting is recOllllt1ended prior to full sceJe cleaning. with special 2Ittcntion to the effects of the cleaning to the pavCI'!J and grout. AddiliOll4lly, prewetting mllst be thoroup. ............ ......... lune as, 1998 PapZ 3. Wa uaderstaod !bat the Phue n wodi; Us IIOt ,.bcIim Wit. S!md used for Phase n sboI1Id be gypsum-fRo. Bricks should not .",. .", ...fIIIfIIIl mIIICCOI."daa<:e with ASTM C67. Carl: should be taken in keeping !be site deB cIvri.oIJ ad after plYlllletIt lnsIallation to avoid collSlrlll:Coo cIabri$ eQlltaminatiug the pa'lllIIIcnL Sbould you bavo any questions, please call. 􀁾􀀠Bruce S. Kaskal Project Manager BSK:db Enclosure eo: D. Meyers (Huitt-Zollars, .Inc.) :st.N I,., tIT ; J\J:.II:UJl (Uj:.:MR Vehicular Brick Paver Type HC' Tuls11. "lend 2 Gamel Red; To be used in all vehicuillf areas except Mildred Place and l..ewi. Place. Item 120: GlenGcry Vehicular Brick Paver Type "An, Cocoa and Type "B", K&W Old Sruokic: To be 11.,1'<1 in Lewis Place lind Mildred 1'1=. Item 265 : Glen..{'.ery Pedestrian Brick Paver Type ''8>'', Brown and Type "B", Auillmn 􀁾􀀻To be used in all pedestrian areas. The <;.'Onlraclor has infomlcd Huitt-Zollars that the Glen-<1ery vehicular pavers (Item No. 120) are not lIvaiJablc, On Phase J an alternate brick. manufactured by the Pine Hall Company, WIIS approved to lake the place of the Glen-Gcry vehicular pavers on the 􀁭􀁥􀁗􀁾􀀠streets only.(Will Place and PasclJai Place) We can use the 􀁾􀁡􀁭􀁥􀀠Pine Hall pllver on Phase II for Mildred Place and Lewis Place, however. all leSt results must be 􀁾􀁵􀁢􀁭􀁩􀁴􀁴􀁥􀁤􀀠for the recurd and the color 􀁭􀁵􀀮􀁾􀁴􀀠be approved by Paul Sbaw. It 􀁩􀁾􀀠in everytllll>'S best interest to have this infollTlalion documented specifically for Phase II since it is a SL-paratc contract from the pavers installed under Phase I. In addition, if Pine Hall vehicular paver> are Ilscd ill tile above mentioned stretllS then a Pine Hall pedestrian paver must be submitted fur IIpproval to be u.'Itld on the sidewalks in this area to maintain continuity with the brick color and texture. \\IlZDAU.I\StUlI5KI1jm(!lll120Il02l10lmr042,...... _0--.-., Oarll:!i I n..1Worlh 11-'ou::tonJ H PaM'll PllUlIllilt I TuGitl'I (lnftt!'in I AlbUl(uul\fuc Page 2 Robbins April 21, 1998 The contractor is operating III his own risk jf pavers other than those shown in the construction plans are being installed. 1highly recommend Ihal Ihe contractor submit test results and SIUllple bricks for all 􀁡􀁰􀁰􀁬􀁩􀁣􀁡􀁬􀁩􀁯􀁮􀁾􀀠to Paul Shaw for review and approval. Paul is also available to fCview samples in the field with the conlnlclorS iF necessary. This is the only way to insure Ihal the Town and Post is getting the desired result with brick colors, 􀁰􀁡􀁴􀁴􀁣􀁲􀁮􀀮􀁾􀀠and qUality. 􀁐􀁬􀁥􀁡􀀮􀁾􀀠call if you have any 􀁱􀁬􀁊􀁥􀁬􀁩􀁬􀁩􀁯􀁯􀁾􀀮􀀠Sincerely, Cc: John Baumgartner -Town of Addison l'HZllALLASI\I)ISKI"",fjJ120I:10211111mrl142198,uu< HllITT-ZOLLARS DIJIlas 0 Fon WImh • H_ 0 EJ PtuO 0 Ph"",,;,; 0 Tumll • Onuzrio • •􀁾􀁊􀁢􀀢􀀢􀀢􀁥􀁬􀀧􀁴􀁦􀁗􀀠FACSIMILE TRA.lvSMI1TAL FaxNO.:.se... gclhda! H-Z Pnj. No. DIM.". No. ofplF'-",3!:-__ (Inducting CIM:r Sha:t) 􀁲􀁯􀀺􀁴􀀮􀁾􀁲􀁲􀁊􀁥􀀮􀀻􀁰􀁣􀀬􀁫􀀠.. 8"-731-9122.. 􀁶􀀮􀀯􀁾􀁴􀁦􀁩􀁾􀀮􀁊􀀯􀁊􀀨􀀮􀀠lb\k 2,b1r;w. 9-n· SIN-,1,,5􀀭􀁾􀁔􀀧􀀠-. mtg P'9rt"-\-􀀡􀁴􀀧􀀷􀁾􀀮􀀮􀀭􀀴􀁓􀀰􀀭Z8$'1'" 􀁴􀀫􀁍􀀱􀂻􀁾􀀠[) URGENT )f 􀁆􀁏􀁉􀀧􀁙􀁣􀁵􀁲􀁾􀀠0 PleucCaDUponRollaipt DOli&-TCJFoDOIl'ByMail .. • 􀁾__________________ 􀁮􀁍􀁅􀀮􀀺􀁾___ 􀁄􀁁􀁭􀀮􀁾􀀧_________ ••• 0 ! ,. \ I'l􀁾􀀠N.l:3;)h§ 􀁭􀁾􀁾􀀠_ i 􀀻􀁾􀁅.,0 I a. ... f;! '" -" .-!tal: I § Of􀁾􀀠h '!! ADA 0,-.. "'I 􀁾􀁾.... t l 􀀺􀀮􀀺􀀮􀁾􀀡􀀺􀀬·"11.s3.!!' niH UHt filU 1!!1! I!tll.. " ... .. .. ...Hlfu!!J IU!!I!!".. ,:: ..􀁾􀀠t• 􀁾􀁊􀀦"0'\ LOCATION 0 1 2 3 4 5 6 7 B 9 10 I I 12 13 14 IS 16 17 18 19 20 21 2223 24 25 "'" ADDlSOl' PHA BUDJ)l 6" WAl Boo WA't. 1 " WAl 2-4" 􀁾􀀠1 " BUL 2-4" .. I " 8" 4" I" 4" I " 4"", 4" 4" 1 " 4" I " 4" I II 4" 4" I " 4" ? I " BUL. WAl 􀁗􀁁􀁾􀀠WAT WAS. WAl WAS WAl WM. 􀀢􀁗􀁁􀁾􀀠BUL WAS. WAl "WM. WAT WA'S 􀀢􀁗􀁁􀁾􀀠aUl WAS en 􀁾􀀮􀀠J ') Vll\ 0J\I,\ we t\ ilMD ·co \ .' ,.. C{) 1 3 \! 􀀱􀁴􀀬􀁾􀁜􀁜􀀮􀀠\'\h\\ , 􀁢􀀨􀀻􀁜􀀮􀁜􀁾􀀠CI/" 􀁾Ottf) /+ UhIJ.} (j) 􀁾􀀠1J 􀁜􀀬􀀰􀁾1d􀁾􀁾􀀠u: Yo\-. 􀁾􀀠j Ow\'> /e (I' t /(> (,. 􀀽􀁾􀁲􀀠􀁍􀀮􀁾􀁻􀀬􀀠􀁾􀀱􀀧􀀰􀀭􀁴􀂱􀀭􀀱􀀱􀀱􀁴􀀡􀀭'\ vrJ'f.l 􀀮􀁶􀁾􀁵􀁪􀀠 /(972) 450-2871 16801 Westgrove I PUBLIC WORKS DEPARTMENT March 20, 1998 Mr. David Meyers, P.E. Project Manager Huitt-Zollers 3131 Mckinney Avenue Suite 300 /LB 105 Dallas, Texas 75204-2489 Dear David, Per items discussed during our meeting on March 13, 1998 I submit the following: In our PPRC comments dated January 16, 1998 you requested clarification and/or reasoning for Item Number 2 which states; Consideration should be given to widening the intersection of Airport Parkway (currently a two-lane, nondivided, 36 foot wide roadway) at Quorum drive to permit for the construction of one right turn lane, one through lane, and one left turn lane in each direction, This will require a dedication of an additional ten (10) feet of right-of-way on the south side of Airport Parkway, a fifteen (15) foot clip off the south east and south west corners to accommodate truck traffic, and participation in construction costs. All building setbacks and streetscape plans must reflect this right-of-way dedication. , Based on similar conditions we are currently experiencing along Westgrove Drive and Quorum Drive and with anticipated completion of the Keller Springs Toll Tunnel, Addison Circle Phase II, Addison Road Widening and the New Arapaho Road projects. We feel that it is in the best interest of the Town to have these updates performed now instead of waiting until traffic congestion becomes critical. AS per your request to construct a "lay down curb" with a 1 inch lip where Spectrum Drive crosses Addison Circle and leaving the street crossover at grade, we respectfully deny this request and will require standard curb and gutter and street section. Please call if you need additional information. Sincerely, 􀁾􀁾􀀠Michael E. Murphy, P.E. Assistant Director of Public Works /Town of Addison Xc: John Baumgartner, P.E. /Director of Public Works /Town of Addison HUrlT-ZOLJARS Dallas. Fort Warth .• Hawton • ElI'asu • Ph_Ix: • Tusrin • OnltJrio _ Alhuqvt!"lllf' FACSIMILE TRANSMlITAL FuNo.: 􀁟􀀭􀁾􀁥􀀮􀀮􀁕... No. oiPa;es:_.,...-Z-___ (Including Cover Sbeet) o URGENT 􀁾Far Your Rr:viI::w 0 Plcue CaIIlJpOlI Receipt KOri&. To Follow By Mail SENTBY:___________ 'IlME:.__ DATE:.______ .;, " " 􀁾􀀠t 􀁾􀀠,.,' 􀁾􀁲,,' March 27, 1998 Mr. Michael R Murphy, P.E. ASlIilllant Director of Public Works Town ofAddison 1'.0. !lox 9010 Addison, TX 75001-9010 RE: Addison 􀁃􀁩􀁲􀁣􀁬􀁾􀀠Ph:ase 11 Puhlic 􀁉􀁮􀁬􀁩􀁡􀁳􀁬􀁲􀁵􀁾􀁴􀁵􀁲􀁥􀀠 HZ) Projl!<:l No. 01-2013-10 Dear Mr. Murphy: We are in """'ipt (Jf a change order request from Nunh Texas Contracting in the amount of $10,920. As Slated in the letter from Dennis Hailey, the additiunal cost is a ",suIt of the Town of Addison requesting Ihallbe 24" water main in.lallation take "lace 24 hoW'S per day lIotil complete. We believe the intent wa.. for the contractor to in.tall the main lin .. during normal working houl'li md that onty 100 connection to Ille existing main mIL'll be a continuous elfon until tbe work is complete. Se...1ion VII of the Technical Speciticalions which is titled, SUPPLEMENTAL WAlER LIN!::: CONSTRUCTION SI'ECWICATIONS. sllltlOlj Ille fullowing: e"""uUun 6. Last paragraph 'VIlle COlltractor sbould expect thut most intcrruptinns in WIlier WIlier SI.-r:vice must lICeur at offpeak hours and h. should tl>eretore pJan to work through the night and on weekomd. for mO;1 oftheconncctions to existing W8Ier." It is clear that the contractor should have made provisiOO5 in his bid fUT continuous work thro\lgh!he night 􀁷􀁢􀁾􀁮􀀠making connections J.() existing water, therefore Ihe request for additional money should be evaluated by the Town on tbat basis. PleaS\! call ifyou have any questiuns or need additional infurmation. Sincerely, HUlTJ:-ZOLLARS, INC. 􀁾􀀻􀀢􀀢􀀬􀁊£ IJI/􀁾􂂬􀀮􀀼􀁦􀀮􀁦􀀠,/􀁾􀁾􀁩􀁤􀀠It Meyers, P.E. Project MllfUI!l.«'r Cc: Mike Robbins -Post Apartmenlllrnnes, L.P, \\HWII1.I..IIS1ID1SKllprojlOI2ll1;lU2\ 11llmm0127'l11,do<; 03U.", I j' OIL Wurth I Houlilon I F! PAso J􀁲􀁍􀁾J j • .,-./lti I UnlWI?I 􀁁􀁬􀁢􀁵􀁾􀀠 HUITT-ZOLlARS Huitt-Zollars, Inc, /3131 McKinney Avenue I Suite OOO! LB 105/Dallas, Texas 75204·2489/214/871-3311 ! FAX 214/871·0757 ,..------March 31,1998 Me. Michael E, Murphy, P.E. Assistant Director of Public Works Town of Addison p.o. Box 9010 Addison, TX 75001-9010 RE: Addison Circle Phase nPublic Infrastructure HZI Project No. 01-2013-10 Dear Mr. Murphy: Enclosed please find a schematic drawing illustrating the proposed revision to the current design for the Spectrum Drive esplanade area. It has been the intent throughout the planning stages to have this section of pavement at the same, or at least appear to be at the same, level 􀁡􀁾􀀠the park to create a plaza effect. The city had many cOncerns about raising the pavement to the level of the park and a resolution was not reached prior to the job going out for bid. As a result the current design calls for a standard curb and gntter section. We propose to revise the current design as follows: • Transition from a 6" curb to a small valley gutler section which will slope 2" vertically in 2 horizontal feet from the gutter line on Spectrum Drive. This valley gutter section will occur between the curb returns at the Spectrum Drive and Addison Circle intersections. • Slope the park at 2% to the valley gutter on the west side of Spectrum and at 2% away from the valley gutter on the east side of Spectrum, • Add steel bollards on 10' centers 2' back from the gutter line of Spectrum Drive. This will help to create a plaza effect without changing the profile grade of the roadway and will allow Spectrum Drive to function properly using stop sign control or signals if traffic warrants a signalized intersection in the future. The entire esplanade area will be brick pavement as currently shown on the design plans.' . Another concern with a depressed curb section is the ability of the roadway to adequately drain. The largest drainage area in the valley gutter area is 0.04 acres which equates to a 100 year gutter flow of 0.31 cfs. The gutter flow capacity for this section of street keeping one )te, drainage willatA'. function properly if we construct the small valley gutte . -, .lIustrated on the following sketch. We hope this is an adequate compromise that will create II and planners set out to achieve as well as addressing the safety concern lOW this area is scheduled for paving soon, therefore we would apprecil e review of the proposed revisions. IIHZDAllASllDlSKllproj101201302\1O\mm03319S.doc Dallas /Fort Worlh I Houston! EI Paso I PhOenix I T uslin /Ontar;o /.6.lbuquerque Please call if you have any questions or need additional infonnation. Sincerely, 􀁾􀀮􀁬􀁊􀀬􀁉􀀮􀁪􀁾􀀭"OLLARS, INC. 􀁾􀁩􀀧􀁤􀂣􀀮􀀧􀀣􀁯􀀯􀁓􀁉􀁃􀁊David E. Meyers, P.E. Ce: Mike Robbins -Post Apartment Homes, L.P. IIHZDALLAS IlDmKllproj1012013021101mm033 198.doc t I Project Client Task r Nit -V' tilill 'N • 't 􀁊􀁾􀀠􀁲􀁊􀁾 \f ;f } (\􀁾􀀠 􀁾􀀩.., (P 􀁾􀀢􀀩􀀠# C; HUITT ZCUARS IMCORPQAATEG 􀁜􀀻􀀭􀁾􀀠-.. • 􀁾􀀠N_ II" "l ,.0 J 􀁾􀀠 e.. I:t Job No. By Date Chkd Date Sheet L HUITT-ZOLlARS Huitt-Zollars, Inc,! 3131 McKinney Avenue J􀁓􀁵􀁩􀀡􀁾􀀠600 I LB 105 f Dallas, Texas 75204-2489/214/871·3311/FAX 2141871-0757 March 9,1998 Mr. Michael E. Murphy, P.E. Assistant Director of Public Works Town ofAddison 16801 Westgrove Drive P.O. Box 9010 Addison, TX 15001-9010 Re: Addison Circle Phase II Private HZ Proj. No. 01-1822-30 Dear Michael: Enclosed please find two sets of the revised plans for the above mentioned project which address the review comments dated January 26, 1998. I have listed your comment below followed in italics by the action taken. Complete Sheet HC I. We have added the dimensions to buildingfootprintsfor "N" and "P". Buildings "M" and "Q" willfollow in the near future. 2. Show typical clean-out detail flush with finish grade (Sheet M I). Done.. 3. Change MTS to Addison Circle Access Ltd. (Sheets M2 and M3). Done. 4. Show embedment detail with 6" min. under PVC pipe (Sheet Ml). Done. 5. Note on plan sheets GRI to GR6 that no private encroachments,shall be allowed except as follows: 0' to 10' -none, 10' to 20' -one foot, 20' pius -eight foot unless specifically pre-approved. This includes all windows, doors, handrails, balconies, lights, gutters, etc. Done. 6. The first rise to the first step from the right-of-way shall be no closer than one foot from the right-of-way where a handrail is required -to meet handrail requirements per A.D.A. This includes the Town homes on Morris Avenue. At this point the town homes are just in the schematic design stage and the footprint shown on the civil drawings is to assist in utility and alley design. The noted comment should be directed to the architect at the time of final design of the Town homes. Contact Bryant Nail with Post about the schedule for construction on the town homes. Dallas /Fort Warth JHouston! EI Paso I Phoenix/Tustin I Onlario! Albuquerque 7. Relocate stairs from visibility triangle at southwest comer of Morris Avenue and Mildred Place (Sheet GR2). We h{llJe moved the stairs, however the footprints shown are schematic design only and may change prior to the final construction documents being submitted to the Town. 8. Show location of trash compactor pick-up for compactor located at southeast comer of Quorum Drive and Addison Circle Drive -Pick up shall be south of inlet (Sheet GRJ). Location is noted on the Public Infrastructure p{llJing plans. 9. Provide supplier and identifY "Poly" pipe on plans -provide cut sheets (Sheet Dl to 014). Allpolypipe has been deleted from the construction documents. 10. Provide proposed locations ofall lay down curbs for compactor service. Locations are noted on the Public Infrastructure p{llJingplans. II. Change curb line inlet to recess inlet at the southwest comer of Dallas parkway and Addison Circle Drive (Sheet GR6). Change has been made and incorporated into the Public Infrastructure drainage plans. 12. Note that all private drainage located in right-of-way shall be min. of 8" PVC. The plans now refiect a minimum of8" PVC in the public right-ofway. 13. Show locations of private drainage clean-outs where change of direction is greater than 90 degrees. Private drainage clean-outs are called for at approximate 100 foot intervals and all changes in direction as called for in Note #6 on the construction documents. 14. Provide locations of stabilized construction entrances to all disturbed site areas that access the public streets (Sheet Pel) i.e.: add not to the plans. Done. Please call if you need additional information. Sincerely, HUITT-ZOLLARS, INC. 􀀪􀀱􀁩􀀱􀀢􀀱􀁾􀀠Project Manager PUBLIC WORKS DEPARTMENT (912) 450·2871ADDisoN Po,H Office Box 144 Addison, 􀁔􀁥􀁸􀁾􀁳􀀠75001 16801 \Testgrnn, January 26, 1998 Mr. David Meyers, P.E. Huitt-Zollars, Inc. 3131 McKinney Ave., Suite 600 Dallas, Texas 75204 Re: Addison Circle Apartments Phase II Private Plans Review Dear David: The Public Works Department has reviewed the plans for the referenced project and has the following comments: 1. Complete sheet HC I. 2. Show typical clean-out detail as flush with finish grade (Sheet Ml). 3. Change MTS to Addison Circle Access Ltd (Sheets M2, and M3). 4. Show embedment detail with 6" min. under pvc pipe (Sheet M I). 5. Note on plan sheets GRI to GR6 that no private encroachments shall be allowed except as follows: 0' to 10' -none, 10' to 20' -one foot, 20' plus -eight foot unless specifically pre-approved. This includes all windows, doors, handrails, balconies, lights, gutters, etc. 6. The first rise to the first step from the right-of-way shall be no closer than one foot from the right-of-way where a handrail is required -to meet handrail requirements per A.D.A. This includes the Town homes on Morris Avenue. 7. Relocate stairs from visibility triangle at southwest comer of Morris Avenue and Mildred Place (Sheet GR2). 8. Show location of trash compactor pick-up for compactor located at southeast corner of Quorum Drive and Addison Circle Drive -Pick up shall be south of inlet (Sheet GR3). 9. Provide supplier and identify "Poly" pipe on plans -provide cut sheets (Sheet Dl to D14). Mr. David Meyers January 26, 1998 Page Two 10. Provide proposed locations of all lay down curbs for compactor service. 11. Change curb line inlet to recess inlet at southwest comer of Dallas Parkway and Addison Circle Drive (Sheet GR6). 12. Note that all private drainage located in right-of-way shall be min. of8" pvc. 13. Show locations of private drainage clean-outs where change of direction is greater than 90 degrees. 14. Provide locations of stabilized construction entrances to all disturbed site areas that access the public streets (Sheet PC I) ie: add note to the plans. Should you have any questions please contact me or Bruce Ellis at 450-2871. Sincerely, Michael E. Murphy, P.E. Assistant Director of Public Works cc: Bruce Ellis HUITT-ZOLIARS Huitt-Zollars, Inc .' 3131 MCKinney Avenue {Suite 600 I LB 1051 Dallas, Texas 75204-2489 /214/871-33111 FAX 􀀲􀀱􀀴􀁊􀀸􀀷􀀱􀁾􀀰􀀷􀀵􀀷􀀠January 28, 1998 Ms. Jeanne Hooker Lone Star Gas 2095 N. Collins, Suite iOI Richardson, TX 75080 RE: Addison Circle Phase II Town of Addison HZ! Project No. 01-1822-21 Dear Ms. Hooker: We are in receipt of your sketch showing the routes for gas lines in this development. It is our understanding that you have hired E.L. Dalton to install the gas mains. It is critical to the schedule of the construction that your contractor install the mains on M-2 South (Lewis Place) and M-2 North (Mildred Place) as soon as possible. The gas mains on the above mentioned streets is located under the concrete street pavement due to the limited space under the sidewalk. This was discussed in an on-site meeting on November 3, 1997. Post will begin liming and paving operations on these streets in the next couple of weeks. Please have your contractor contact Mike Robbins with Post Apartment Homes, L.P. at 972-726-0347. Thank you for your assistance in this matter Sincerely, HUITT-ZOLLARS, INC. 􀁾􀁾􀁥􀁾􀀻􀀺􀁴􀁾􀁾􀀠Cc: Mike Robbins, Post Apartment Homes, L.P. 􀁾􀁡􀁲􀁴􀁭􀁥􀁮􀁴􀀠􀁈􀁯􀁭􀁥􀀮􀁾􀀮􀀠L.P. IIHZDALLAS2IDISK2\projlOl1822211LSG42.2.LTR Dallas/Fort Worth /Hovston I EI Paso I Phoenix I Tustin I Ontario I Albuquerque , , , , HUITT:ZOLlARS ioiuitt..20Uars. Inc::. /3131 MeKitlney Avenue.' Sune 600 I La 105 i Oauas. Texas 75204-24S9/214tS71--3311/FAX 214J811..Q151 April 22, 1997 Ms. Jeanne Hooker Lone Star Gas 2095 N. Collins, Suite 101 Richardson, TX 75080 RE; Addison Circle Phase II Quorum Drive and Mildred Street (to be renamed Addison Circle) I Town of Addison IHZI Project No. 01-1822-21 Dear Ms. Hooker: I IThe Town of Addison has hired Huitt-ZoJlars, Inc. for the engineering design of the public infr.astructura for Addison Circle Phase II, a multi-family residential and retail development located near the inlerseclion of IQuorum Drive and Mildred Street (soon to be renamed Addison Circle). Back in November we sent schematic drawings Showing preiiminalY layouts of paving, drainage, water and wastewater, electrical duct I bank and typical Utility sections. Enclosed please find updated site plan drawings showing the latest layouts ,i ,of paving and utilities along Dallas Parkway and the DART right-of-way adjacent to the proposed !development Mer working through Phase I together, we have a good understanding of your existing facilities, however, we need to verify the location of proposed Phase I facilities with as-built plans if they are available. In addition, we want to understand what your needs will be for Phase II within the public right-of-way. Please review the proposed development and indicate where proposed facilities will be desired. We would be glad to meet and discuss your facilities in person at your convenience. Thank you for your assistance in this matter and please fsel free to call ifyou have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀀲􀁾􀀮􀁊£: 􀁦􀁽􀀱􀀴􀀱􀁪􀁾David E. Meyers, P.E. Enclosures: Site plan drawings Mapsoo4Z G:tPRO.N:!1182221u.sG422.LTR Dallas I R;.'1 WoM I HOl.!Stoo : E: Pasc I Phoenix; :-U51in JOntario HUITI-ZOLk% Hurtt-Zollars. Inc. ,. 3131 McKinney Avenue! SUIte 600 I LB lOS! Da:;as. Texas 75204--2489/214/871·3311 I FAX 214/871-0757 November 22. 1996 Ms. Jeanne Hooker Lone Star Gas 2095 N. Collins. Sune 101 Richardson. TX 75080 RE: Addison Circle Phase II Quorum Drive and Mildred Street (to be renamed Addison Circle) Town of Addison HZI Project No. 01-1822-21 Dear Ms. Hooker. The Town of Addison has hired Huitt-Zollars. Inc. for the engineering design of the public infrastructure for Addison Circle Phase II. a multi-family residential and retail development located near the intersection of Quorum Drive and Mildred Street (soon to be renamed Addison Circle). Enclosed please find Mapsco 4Z and schematic drawings showing preliminary layouts of paving. drainage. water and wastewater. electrical duct bank and typical ulilfty sections. After working through Phase I together. we have a good understanding of your existing facilities. however. we need to verify the location of proposed Phase I facilities with as-as-built plans if they are available. In addition. we want to understand what your needs will be for Phase II within the public right-of-way. Please mark the locations of proposed lines for Phase II on the attached drawings. We would be happy to meet and discuss your facillties in person at your convenience. Thank you for your assistance in this matter and please feel free to call if you have any questions. Sincerely. HUITT-ZOLLARS. INC. 􀁾􀁾􀁾􀀡􀀮􀁾􀁾􀀵􀀠Attachment: Schematic Plans Mapsco4Z G:\PROJln , 82221'i.SG.LTR Dallas ... Fort Worth rHouston I EI Paso I P"'oenlx I TUStin I Ontario! AIb1Jqueroue HUITT-zollARS Doll.... • Fon Wonh • H_ • EI Paso • I'hoenb: • TllSlin • Onta,io • Albvqafl'qU' FACSIMILE TRANSMl1TAL Dale: SI'SI/18 Fax-No.: S·t.... f..t. ... H-Z Proj. No. "" 'Lof.'Sta No. ofPligcs:--.:S::.-___ 􀁾CoverShNt) D URGENT ]I For YOIII' Review 0 PIcu: CaD Upoa Receipt 0 Orii. To Follow By Mail "I"JMe: DA1E:______ 􀁬􀁢􀀮􀀬􀀮􀁉􀁷􀁉􀀢􀀢􀀢􀁾􀀭􀁟􀀮􀀢􀀢􀀧􀀬􀀮􀀭􀀭􀀽􀀺􀁐􀀢􀀭􀁟􀁴� �􀁷􀀭􀀭􀁟􀀮􀀬􀁡􀁬􀀴􀀩􀁬􀁭􀀮􀀬􀁵􀁦􀁬􀀮􀀠"'"*'_ ___________ HUITT..zoLlARS March 31. 1998 Mr. 􀁍􀁩􀁾􀁨􀁡􀁣􀁬􀀠E. Mruphy, P.E. Assistant Din:ctorof Public Works Town of Addison P.O. Box 9010 Addison. TX 75001-9010 RE: Addison Circle !'base II PUblic InfrastruCIUle HZ! Project No. 01-2013-10 Dear Mr. Mruphy: Enclolied please fmd a schematic drawing illuslrating the propolied revision 10 the cummt design for the Spectrum Drive esplanade area. It has been the intent throughOUt the planning stage, to have this section of pavement at the same, or lllicasl appear to be at the same, level as the park 10 create a plaza effeCL 1be city had many concerns about mising the pave!llt!Dt 10 the l,;v,,1 of the park and a resolution was not reached prior to the job going oul for bid. As a result the CUIJelIt design calls for a standard curb 8IId gulter seclion. We propose to revise the currenr design as follows: • Transition from a 6" curb to a small valley gutter sechon which will slope 2" verrically in 2 borizonllll feet from the gullet line on Speclrum Drive. This valley gutter section will occur between the curb ret:nnl$ as well a.s addlessmg the safety coocems of public works. As yeo mow thi$ area is scheduled Cor paving soon, thereCore we would appreciate you efforts in eltpediting the review of the proposed revisions. 1\IlZI)AU.J\S I 'DISK IlprojlOl ZIlIJOruOlmroOJ)198."'"L___ Please call ifyou bave any questions or need additional information. Sincerely, 􀀮􀀮􀀮􀁊􀁊􀁬􀁕􀁬􀁊􀀧􀀬􀀻􀁪􀁾􀁉􀀮􀁬􀀮􀁁􀁒􀁓􀀬􀀠INC. 􀁾􀁤􀁃􀀧􀀣􀁯􀀯􀁴􀁬􀀶David E. Meyers. P.E. 0:; Mike Robbins -Post Apaltmenl Hoas. L.P. IUlZDAllASf\DISKflJll'lj"VlJ2IJIJU2lI_J3198.doc t I Project Job No.HUITT Client _ By Date􀁚􀁇􀁬􀁾􀀠!...:!!...!."!'_I!.".'EOTask Chlr.d D-dte Sheet. of \;-,.H t Cf' -􀁾f -.. • p HUITIZOLlARS Huitt-Zollars, Inc./3131 McKinney Avenue I Suile 600 I LB 105/Dallas. Texas 75204-2489 t214JB71-3311/FAX 214j87H)757 February 16, 1998 Mr. Michael E. Murphy, P.E. Assistant Director of Public Works Town of Addison P.O. Box 9010 Addison, TX 75001-9010 RE: Addison Circle Phase II Public Infrastructure HZ! Project No. 01-2013-10 Dear Me. Murphy: As discussed and coordinated in an on-site meeting on February 6, 1998, the location of Lone Star Gas within the public right-of way is being revised as follows. • Quorum Drive: 34 feet east of centerline of street, under new parallel parking. • Addison Circle from Lewis to 240 feet east of Spectrnm: 2 feet south of north curb on east bound lane. • Addison Circle from 240 reet east ofSpectrnm to Dallas Parkway: 16 feet south of centerline of street. • Morris Avenue: 8 feet north ofcenterline of street. • Mildred Place: 9 feet east of centerline of street. • Lewis Place: 9 feet west of centerline of street • McEntire Place: 4 feet south of centerline of street. We have enclosed copies of the marked up revisions which are being used by Huiu-Zollars for construction staking. We will reissue sheets P3 and P4 from the construction set in the near future. Please call if you have any questions or need additional information. Sincerely, HUfIT-ZOLLARS, INC. 􀁾􀁾􀁾􀀻􀁲􀁾􀁾􀀠Project Manager Cc: Mike Robbins -Post Apartment Homes, L.P. 1'\proj\O1201302\10\mmiJ21698.doc Dallas I Ferl Worth I Houston I EI Paso f Phoenix I Tustin I Ontario I Albuquerque • ur. CAT. ',-'--0.. , " .... 􀁉􀁦􀁬􀁁􀁉􀁾􀁔􀁉􀁏􀀡􀀧􀁦􀀠8,'11[[ • iii ....xRDH"IPI I 􀁾􀀠n 􀁾􀀠􀀧􀀡􀁾􀁮􀀺􀁦􀀡􀁯􀂷􀀠􀁾􀀠;;: o <: -I" 􀁾􀀠"": 1,to ILCI••••LOI£" I • ".-""fJ! __􀁾􀀮􀀠R.O.W.lDE 􀁾􀀠" . , , 􀁾􀁾􀀬􀀠-􀁾􀀠.•􀁾􀀠"!. 􀁾􀀭􀀭􀀭, •" R.O.W.LIE ----1;"', . 􀁾􀀠􀁾􀀠.•• j i: ! 􀁾􀀠i /ffi'_ , OWElL_-IA '" , ! i . ; i i ,. .,-DU" (:=J---u '-'''''#6) 0'􀁾􀀠. ""--0--· -U1J!LO' 􀁦􀁾􀁏F\!l 􀁾-i i5 􀁾􀀠􀀱􀀦􀀦􀁅􀁉􀁾􀀱,it. ,.......,.... i rj! 􀁉􀁾i.,, 􀀭􀁾! 􀁾􀀠".\ :; •􀁩􀁾􀀺􀀻􀀠•,i ! 􀀭􀁾􀀠􀁾􀀠" • • 􀁾􀀠. 􀀡􀁾􀁾􀀠􀁉􀁾􀀠I .'. 􀁾• • • , 􀁾􀀠􀁩􀁾􀀬-R 􀁾􀀠.. 􀁾􀀠r2i., "-R --_. I'i'") ":! 􀀭􀁉􀁵􀀺􀁾􀀠""".\1.... " I• 􀁾􀁾􀀠i,-"!t 􀁌􀀬􀀼􀁯􀁾3JI" • 􀁾􀀠iil,C!iii __ 􀁪􀁴􀁬􀁬􀀮􀁵􀁾􀁯􀀬􀀬􀀧􀁉􀁃􀀻􀀠LIItE 􀁾􀀠e I t I-I, 􀁉􀁾􀁉􀁾"';"; 􀀮􀁾.'0'_• t'•=; 􀁾􀁩, f (. /""'i!U! 􀀽􀁾􀀠i:lI a"i!ii.􀁾􀀠􀀵􀀪􀁾􀁲􀀭􀁮􀀠􀀢􀁩􀁾ti"'i !.."-n" , RAW-i._ 􀁩􀁾I . , • 0 ]i , .. -i􀁾􀀠􀁾􀁈􀀠􀁾􀀠.. • ..."" 􀁩􀁾I . , lI1I.\Ut.J..l!itit, ".... QTY i M.W.L_•..........,.'" 1Vfa..x.-tC..1-!:;tr;:,i V..:s: .::., ..... AOO'SOn ,-OnS"LrUC'L'lon !'I,f" 000 OO!:'l:::t .--.. '-', 5t."iT BY:XERo)( 7033 : 5-2H!6 ; 1 :56PN; III.lITI-ZOl.URS.INC.-9126666695;* 11 2 " i· , , : , 􀁾" 􀁾􀀧􀀠" IICEnED HAY 2 I 1991> , DATE: Rr.: FROM: TO: MEMQRANDlIM May 21,1998 Addis4l1l Circle P ••,11 U HZ Froi. 1'141. 01·1.013·10 Davill Meyen, Huiu-ZIIIIan,lne.9"" Mike 􀁒􀁯􀁢􀁢􀁩􀁮􀁾􀀮1'0.,1 􀁐􀁲􀁵􀁰􀁥􀁾􀀠I was infonnca yestooiay that the Town of Addison wants to bove 2 feet from the edge of the manhole to back of curb al 􀁕􀁬􀁾􀀠Cily of Dallas mCI,:riog location new-the Tollway service road. TIle revised lItper, SllltiOIlS I1IId 􀁯􀁦􀁔􀀮􀁾􀁥􀁴􀁳􀀠are lIQletl on !be following drawing (Sheet P!2). 􀁔􀁨􀁾􀀠inlet bottoms will remain 􀁡􀀮􀁾􀀠poured whim JeSUits in a slighlly lillge! thronl tor the inlct. Plcase forward this inf0lmi11iun \0 1Jowman and the Town of Addi:«>n. "..Cltvn ",,,y 2 1 1998 I "􀁾􀀮􀀠: 􀁾􀀠, FUI1JR.E DEVELOPMENT ,. l.N ............ ,::::::::0 '."". " . .. , " :0 .....􀁾..... 􀁾􀀠EXTENl 21u RCP '" . TO NEW INL.ET ., , LOCATION '-. 􀁾􀁳􀀠p 􀀮􀁟􀁾... . 􀁆􀀧􀁰􀀮􀀮􀁾􀁒􀁉􀀨􀁗􀁊􀁦􀁙􀂷􀀠. . . ... .. . ·10N7􀀴􀁇􀁾􀂷􀀧􀀠􀁴􀁾􀀮􀀬􀁏􀁯􀀠.. ... Fl0. o . . 4DJ . '. : ", 􀁾􀁾􀀠􀀨􀀬􀁾􀁯􀀮􀁲􀁾􀁾􀀠. ,,::, 􀀬􀁾􀀬􀁾􀁘􀀬􀁉􀁾􀀮􀁔􀁾􀀬􀁃􀁾􀀮􀁆􀀺􀀧􀁖􀁾􀁔􀁾􀁾� �􀀠..'. ,./S.",. . -"i ' . r ' 􀁾􀁾􀀠..􀁾􀀠". 􀁾􀀬􀀠,""loI, , . <:::::: .' L,,. ... :; I =-'2.0' .' ;11.,'5 􀁾􀁮􀀠E HUlTI􀁾􀁌􀁉􀁁􀁒􀁓􀀠Huitt-Zollars. 􀁉􀁮􀁣􀀮􀀯􀀳􀀱􀁾􀀱􀀠McKinney Allel1ue I SUite 600 I La 105/Dallas. Texas 75204-2489/214/871-3311/FAX 214/871-0757 February 2, 1998 Ms. Cannen Moran Director ofPlanning and CO:tn1l1,uruty Development Town ofAddison .. . 5300 Beltline Road P.O. Box 144 Addison, Texas 75001 RE: Addison Circle Modern Round-about H-Z Proj. No. 01-2013-02 Dear Cannen, We have reviewed the grading study cross-section of the rond-point (round-about) art piece dated January 26, 1998 sent to you by MVV A, Inc., a copy of which is attached hereto. The section indicates an IS-inch high "curb" or landscape wall encircling the art piece eight feet behind the existing 12-inch high vehicular curb on the inside circle of the round-about. As the engineering firm responsible for the design ofthe round-about, you have asked us to comment on the potential impact ofthis wall relative to traffic safety. There are two potential issues With the introduction ofthis wall: the ability to see over it and the possibility ofa vehicle striking it. . . The generally accepted conven#on in urban traffic safety is that objects within a visibility zone should be no higher .than 30 inches, usually measured above the adjacent curb. The recommended visibility zone for this round-about is 32 feet inside the inner curb. The wall is only eight feet inside the curb and is therefore within the zone. Since the wall is in addition to the existing 12-inch curb, their combined height is 24 inches above a normal 6-inch curb. There will also be a cross-slope of one to two inches within their 8 foot separation. Therefore, as long /lS' no landscaping other than closely clipped groundcover is planted atop the wall, it will be under the 30-inch threshold and should not present a visibility obstruction. (I note, however, that the proposed grading near the base ofthe art piece, which raises the ground elevation relative to . the curb, does occur within the 32-foot visibility zone. This may not be aproblem because ofthe cross-fallon the circle, but some additional review may is warranted.) The implied purpose ofthe wall is as a barrier to deter vehicles from striking the art piece in the center ofthe round-about. This presents a complex set of issues because the wall is itself a fixed object that, like a bridge parapet adjacent to a highway, might dictate the need for another mechanis!ll to protect motorists from striking it. "Barrier warrants are based on the premise that a traffic barrier should be installed only if it reduces the severity of potential accidents. That is, if the consequences of a vehicle striking a fixed object or running offthe road are believed to be J:\Pmj\0120l302\CM-TOA020298 more serious than hitting a traffic barrier, the barrier is considered warranted." (See attached excerpt from Roadside Design GUide). This brings about a highly subjective judgement I do not know enough about the art piece to say, in a definite way, that the consequences of a vehicle striking it would be greater than . striking the wall. They would certainly be more costly because repairing the art piece will be more costly than repairing the wall. However, we cannot put a price on human life and striking either object could ,result in a traffic fatality. The question really becomes whether either object is likely to be stricken such that a fatality might result. The greatest likelihood of a fatality is in a head-on collision. The art piece is a series of vertical objects arranged such that a direct impact with any of the individual elements would be possible from a variety of directions. The wall, on the other hand, must be hit by a vehicle traveling radial to the circle in order for a direct impact to occur. Given the geometry ofthe roundabout, especially on its approach legs, it is apparent that a radial impact would be very unlikely. Vehicles are directed tangentially around the circle by the curbs in the approach and the likely collision with the wall is therefore also tangential. This is most likely to occur when a vehicle entering the circle fails to yield and forces a vehicle already in the circle into the central island. Howeverj if the>yall were not there, a vehicle forced into the central island could strike one ofthe vertical elements ofthe art piece, radial to that element, in a direct impact. This is not to say that someone couldn't come flying down Quorum Drive at 100 mph and jump all curbs for a direct hit on either the wall or the art-piece. It could happen, but is far less likely than the other scenario and much too extreme a basis for a reasonable design. In conclusion, the art piece and the wall are both barriers that, ifstruck by a vehicle under certain circumstances, could contribute to a a traffic fatality. The art piece is to be placed in such a manner that it'is set back significantly from the roadway in the center of the island. The roundabout is' designed to direct vehicles tangentially around the center island at slow speeds. Due to the basic desigri ,of the mund-about and'the presence of the 12-inch curb, the likelihood of striking the wall head on is negligible. The addition of the wall does, however, reduce the likelihood of striking a portion of the art-piece head-on. Therefore, it is our opinion that the addition of the wall does not present a safety hazard, and in fact, may make the -round-about more safe under certain circumstances. Please 1e,t me know ifwe can be ofany further assistance in this matter. Sincerely, HUITT-ZOLLARS, U.,...K," Andrew C. Oakley, P Senior Vice President Cc: John Baumgartner, Town ofAddison CHAPTER 10: ROADSIDE SAFETY IN URBAN AND/OR RESTRICTED ENVIRONMENTS 10.0 OVERVIEW Generally. the principals and guidelines for roadside design presented in all ofthe previous chapters oftltis Guide discuss many roadside safety considerations for rural highways, where vehicle speeds are on the high side (that is. approaching 80 kmIb, and greater) and the highway is operating under free-flow conditions. This chapter is intended to present the designer with considerations to help "enhance safeiy in urban and urban-like areas and restricted or special situations. Wben discussed in this chapter, "urban" and "urban-like" refer 10 highways or stree\s where the following type conditions may be found: lowerspeedi;; . aI :::> 11 .... 􀁾􀁉􀁾􀁕􀀧􀀠I ... 7' , 5' 6.12' II) SET .' SEE +rfe:E 5' I 6.12' 5' PARABOLIC TREE SEE' SET"3 BARS " SACK INOTE 51 WELL /S" CROWN 0 WELL i NOTE 51 BACK , ,I BOTH IS" CENTERSSEE WAYSl􀁾􀁏􀁔􀁅􀀠􀁾􀀠i 􀁾􀀠\ I! PROFILE \ 'A"/FT Ir' I 14"/f'T ; 1\, .'2' 􀁔􀀮􀁃􀀮􀁾_ I-I.!::./" _J!l I Ii! 'I ' BRICK SIDEWALK ON 4"--.1 · \ r 'THICK 650 P.i.,. fLEX REINF. CONCRETE \ I I CONCRETE BASE HYP,) WEMENT AT Z6 DAYS, THIRD POINT LOAOINGJ '-6" THICK LilliE STABILIZED SUBGRADE 33 Ibs/sy COMPACTED TO A MIN. 95:'. OF STANOARO PROCTOR DENSITY AT m: TO +3::1: OF OPTIMUM MOISTURE II'BEYONO LIMITS OF PAVING} 2 LANES UNDIVIDED MORRIS AVENUE. GOODMAN AVENUE a. ARTIST WAY {SEt PLAN VIEW fOR NECK-DOWN AREAS} CD -Da,+Cic..+ 􀁾􀁯􀀮􀀮􀁜􀀧􀁜􀁾􀁯􀀮􀁾􀀠􀀧􀁓􀀫􀁴􀁾􀁥􀀮􀀫􀀠treeS 8Mcl 􀁾􀁾􀀬􀁨􀀡􀀮􀁷􀁯􀀮􀀮􀁜􀀬􀀬􀀢􀀠􀀧􀁚􀁯􀁙􀁜􀁾􀀠® .. CO's+r,c:\-\'VIIa.MJcJcJ. 􀁗􀁾􀀮􀁴􀀢􀀫􀀭􀁾􀀠􀁾􀀢􀀢􀀠􀁦􀁕􀁾􀁨... t"t:;j....+-􀁾..wo 􀁾􀀮􀀠;l CI ::jl (It:lIC" -'ft ..... a ::t.. 􀀡􀁾􀂧􀀠 00 n 1:11 .... ;::1'::.-,<0 􀁾􀀠"" 􀁾􀀠Q. o.. F 􀁾􀁴􀀠c:r PUBLIC WORKS DEPARTMENT (972) 450-2871 Post Office Box 144 Addison, TClUlS 75001 16801 Westgrove February 5, 1998 Mr. David Meyers, P.E. Huitt-Zollars, Inc. 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 Re: Addison Circle Phase II -Paving, Traffic Control Plan Dear David: The Town of Addison has reviewed the Traffic Control plan submitted by Bowman Construction Company, Inc. for Addison Circle Phase II -Paving. This traffic control plan is "approved" based on compliance with the Town ofAddison's Ordinance 085-094 regarding construction barricades. Please contact me if you have any question. Sincerely, Michael E. Murphy, P.E. Assistant Director of Public Works xc: Jolm Baumgartner, P.E., Director of Public Works HurTT-l()UARS FACSIlvllLE 􀁔􀁒􀁁􀁬􀁻􀁓􀁬􀁾􀁬􀁔􀁔􀁁􀁌􀀠 Fa.lIO.No.; '7'l.-4$Q-ZS3'7 No. ofl'age: ....3' CW:IudiDg CO\'I:T Slu=t) vTO: £,ruc.c, en.,. -',l." 4s.z;S!1 mcll"",,! 􀁀􀀺􀁯􀁲􀁾􀀠• "i71-4?-zal"'1 IfURGENT AFer Your Rmew [J PI&ue Call Up 􀁾􀀠aOrig. To Follow By M&iI ..p..d'F-" RNrSY:___________'tlII«E:,__I)AT.E;_---- • • 10209 I'Iann 1f.Oad. Suil. 101 • 􀁾􀀭􀁾􀁲􀁯􀁯􀀠• 1-'*'1\'1' UUII1-t"VU-""'.J,II'f\....... JIM BOWMAN CONSTRUCTION COMPANY, INC. 1"ln.1JM I ... Addison Circle -Phase II • Paving Traffic Control Plan General Barricade Layout For Tempol'llY Curb Lane C/oau,. (During WOItcirIg houl'S only .18 Incha. of pa1l8lTl8nt to by removed) 1. 2 Signs 01'1 median and behind curb· "Road Construction Ahead" 2. 2 SIgna on median IIfld lIehind curb -"Right Lane Closed All."(or !eft) 3. 2 Signa on median and behind curb· "Right Lane Ends· Merge left" (or VIce-veIH) 4. Vertical Panela (Allern&tt1g with light and without light) 'paced at 30-ft intervale for 150 feet clollng the curb lane. 6. Vertk:al Panels (allernaHng lights) at 􀁾orcIo8er Intervals alDng ,ld& of work area. WorX _lIdJacent to each other will be c/aaed ..one work 81811. Duling non -worIcIng houri, the ,igms (except for "Road ConltMtion Ahead; will be remaved and the vertical panels pulled back tD the edge of removed pavement, thus opening the tra1lle lane. One lane of tramc will be open each direction at allumes. All arrow board riill be ulirlDd on the Dallas North Tollway Service Road In addition 10 the above ban1c:lldea. coafolm to die reQ'UirommII oflb«!e 􀁓􀁾<:OVl:Iiq the jlII\XuIar Wode.. SlMgtdm..ws iii good COIIditiIm may be used ill rd!ddina rudI $Il1II:IUm, pmidcd die IIIIII"CriaII are 1horougbIy cIcmled beRne llleirUllll. All pri_ 􀁏􀁾wbicll are indiC!!lrd 011 die Plans to be moved. will be 􀁾and teplao:cd, Of I11