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Item 05 - CU06-03 La-Z-Boy
, 10 TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW CITY MANAGER SCOTT W L TAMS, ACTING DEVELOPMENT SERVICES DIRECTOR MEETING DATE: FEBRUARY 21, 2006 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU06-03 t'w1 'apeW"�v APPLICANT: Sherrod Bibb Lake r - ,- �.H.136 PROPERTY LOCATION AND SIZE: Nortfiwes i The subject property is located at 3450 Grapevine tef' Mills Parkway and is;proposed to be platted as Lots 2R and 3, Grapevines Vineyard Addition. The entire ' A°p FW Hall-Johnson l property contains 6.174 acres and has approximately � , �- a 494 feet of frontage along Grapevine Mills Parkway -�--- - and 478 feet of frontage along Grapevine Mills Boulevard North. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to establish a planned commercial center and to allow for a 40-foot pale sign. The applicant proposes to develop a 14,652 square foot LA-Z-BOY retail furniture store as the first project in a multiphase planned commercial center development with one,40 foot pole sign along Grapevine Mills Parkway. PRESENT ZONING AND USE: The property is currently zoned"CC"Community Commercial District and is undeveloped. OAZWCU06-03.4 February 13,2006(12:47PM) HISTORY OF TRACT AND SURROUNDING AREA: The subject and surrounding properties were rezoned in the 1984 City Rezoning from 14' Light Industrial District to "HCO" Hotel Corporate Office District and "PID" Planned Industrial Development District. The subject property was rezoned (Z96-08) in June 1996 to "CC" Community Commercial District for a retail shopping development that never occurred. The property to the west currently occupied by the Grapevine Mills Mail and its associated outparcel development was rezoned in 1995 to "CC"Community Commercial District to facilitate the development of the mail. Numerous conditional use requests have been approved at this location since the development of the mail. The property to the immediate south is developed as an Ashley's Furniture store. At the October 19, 2004 meeting, Council approved a conditional use permit(CU04-32)for the establishment of a 15-acre planned commercial center as well as the signage necessary to serve the site that is located just south of the Ashley Furniture site. Across Grapevine Mills Boulevard North to the north several conditional use permits have been approved for Magic Mike's convenience store with gasoline sales (CU98-01) and Speedway Grapevine Car Wash (CU04-01). SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CC" Community Commercial District—Magic Mike's convenience store, Speed way Grapevine carwash SOUTH: "CC" Community Commercial District—Ashley's Furniture EAST: "CC" Community Commercial District—vacant WEST: "CC" Community Commercial District—Grapevine Mills Mail, Rooms To Go, Chuck-E-Cheese, Michael's AIRPORT IMPACT: The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In Zone B, the following uses may be considered only if sound treatment is included in building design: multi family apartments, motels,office buildings, movie theaters, restaurants, personal and business services. Single family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant's proposal is an appropriate use in this noise zone. MASTER PLAN APPLICATION: The Master Plan designates the subject property as Commercial land use. The applicant's proposal is in compliance with the Master Plan. 0AZCU\CU0"3.4 2 February 13,2006(12:47PM) THOROUGHFARE PLAN APPLICATION: The Thoroughfare Plan designates Grapevine Mills Parkway as a Type E, Collector with a minimum 75-foot right-of-way developed as four lanes. /rs OAZWCU06-03.4 3 February 13,2006(12:47PM) i r� . 3 R-MF 2 3801 r 3200 TR,BSA !w s r®r®ys 1 "— g 3549 t 3505 3 TR 5BIC i 6 T F�O SF�s I � TR,83A �33§ P/D z t i 3510 6 3-'101k TR iB TR 58 .5 19511Y' 7 _ pro TR 1A �3501 1p�Op1, e $501. N GRAPEVINE MILLS BLVD TR 10 TR ZA,A i . . . . . . . . . . . . . TR 50 3500 GRAPEVINE ! + : :B. . . . cc HCO 7800 f TR SA, • . . . . . ® . . v ■ ■ CL TR 5 TR, 33 U1 3500 3500 z LL C9 STARS&STRIPES WAY _ ®® TR IC TR 5F 7 i TR,F � TR,C,A,Aw I � I z 905 2251 A 31M I �� TR I .... 3 3120 C; , 8P CU06-03 f.� 1 inch equals 300 feet LA-Z-BO%Y'f Cuob -C3 RECEIVED INE JAN 9 2006 CITY OF GRAMWWE CONDITIONAL USE APPLICATION Form "A" PART 1.APPLICANT INFORMATION Name of applicant/agent: Sherrod Bibb P.E.—Bur + Partners DFW Street address of applicant/agent 5310 Harvest Hill Road- Suite 100 City l State/Zip Code of applicant/agent: Dallas, TX 75230 Telephone number of applicant/agent Fax number of applicantlagent 972-991-0011 972 91-0278 Email address of applicant/agent Mobile phone number of applicantlagent 214-733-1989 Applicant's interest in subject property: Engineer of Record PART 2. PROPERTY INFORMATION Stre-t address of subject property Grapevine Mills Parkway�0 Legal description of subject property(metes&bounds must be described on 8 1/2"x 11"sheet) Lots 2A & 2B/Block B-Grapevine Vineyard Size of subject property 6. 174 Acres 268,939.44 Square footage Present zoning classification: Proposed use of the property: CC Community Commercial Minimum/maximum district size for conditional use request: NA Zoning ordinance provision requiring a conditional use: NA PART 3. PROPERTY OWNER INFORMATION Name of current property owner.' Grapevine American, LTD Street address of property owner: 1800 Valley View Lane City/State l Zip Code of property owner. Dallas, Texas 75234 Telephone number of property owner: Fax number of property owner: 469-522-4200 CADOCUME-1\s inmon\LOCALS-1\Temp\app.cu.doc 2 www.ci.grapevine.bc.us 0)0 11)3 ❑ Submit a letter describing the proposed conditional use and note the request on the site plan document ❑ in the same letter,describe or show on the site plan,and conditional requirements or conditions imposed upon the particular conditional use by applicable district regulations(example:buffer yards,distance between users) ❑ In the same letter,describe whether the proposed conditional use will,or will not cause substantial harm to the value, us o t r property in the neighborhood. Also,describe how the proposed conditional use will add to the value, use or enjoyment o o i neighborhood. ❑ Application of site plan approval(Section 47,see attached Form"B'). ❑ The site elan submission shall meet the requirements of Section 47,Site Plan Re uirements. AN 2nng ❑ All conditional use and conditional use applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda,your application maybe scheduled to a later date. ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be lic hearing. Public hearings will not be tabled. ❑ Any changes to a site plan(no matter how minor or major)approved with a conditional use or conditional use permit can only be approved by city council through the public hearing process. I have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all re uirements of this a lication have been met at the time of submittal PART 4. SIGNATURE TO AUTHORIZE CONDITION;RW NDITIONAL USE REQUEST SIGN ON THE SUBJECT PRO oe Sherrod Bibb, P.E. Print Applicant's Name: The State Of—�� — County Of .---� /�, L /� Before Me I J 2VAU A At �,a- tt� on this day personally appeared �/i�Er/"0 (l�j 6 6. P.15 (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal)Given under * a of ���>>U. A.D. b® DONNA MCCALLUM t�y PubBc,Stateas ` c4u4o��� `x k DEC,6,M Notary In And For State Of Texas Ri--nry A_ R11YlPY Print Property Ow ers Name: erty ro Owner's Sign ture: The State Of County Of a—J Before Me "�Zjaedm 43. /`LK_(! on this day personally appeared LI (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the pu osgs and consideration therein expressed. (Seal)Given under my hand and seal of office this day of � A.D. Q a�'`�'*"�o"". JORDAN BRITTNEY WICKER Notary Public,State of Texas My Commission Expires Notary In For State Of x October 28,2009 C:\DOCUME-l\sinmon\LOCALS-1\Temp\app.cu.doc 3 www.ci.grapevine.tx.us � UDIo — d 3 D ORDINANCE NO. AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 OF ORDINANCE NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF THE CITY CODE, BY GRANTING CONDITIONAL USE PERMIT CU06-03 TO ESTABLISH A PLANNED COMMERCIAL CENTER WITH A 40-FOOT POLE SIGN IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT REGULATIONS ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS; DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning & Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, an is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. ORD. NO. 2 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix "D° of the City Code, by granting Conditional Use Permit CU06-03 to establish a planned commercial center and to allow for a 40-foot pole sign in a district zoned "CC" Community Commercial District Regulations within the following described property: Lots 2R and 3, Grapevine Vineyard (3450 Grapevine Mills Parkway) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. ORD. NO. 3 Section 7. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. The fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 21st day of February, 2006. APPROVED: ATTEST: APPROVED AS TO FORM: ORD. NO. 4 CONSTRUCTION L Itz FOR �z LAw Z. aZlwaBOY LOT 2 , BLOCK B IN THE CITY OF GRAPEVINE RECE-111VED TARRANT COUNTY, TEXAS FEB 14 2006 JANIJAYa 2006 � INDEX OF SHEETS SHEET NO. DESCRIPTION OWN E DEVELOPER: GRAPEVINE AMERICAN, LTD. CABLE: PARAGON CABLE/AT&T -- COVER SHEET 1800 VALLEY CENTER LANE BROADBAND/COMCAST e�PEA°E°"� V°N FINAL PLAT 1 HICK TEXAS 75234 PH: (214)320-5437 MASTER SITE PLAN DALLAS, (S, TEXAS FAX: (214)320-7559 a FhNE ti SITE PLAN-LA-Z-BOY SITE FAX: 214)6 1-181 7 CONTACT. JEFF JOYCE C1.1 GENERAL CONSTRUCTION NOTES, LEGEND & ABBREVIATIONS $`�F SITE C2.1 LAYOUT & DIMENSIONAL CONTROL PLAN CONTACT: LEW BROWN ELECTRIC: ONCOR U ELECTRIC A1E5 "Y .- C3.1 GRADING PLAN CIVIL ENGINEER: BURY + PARTNERS-DFW, INC. 2001 N. INDUSTRIAL ° C3.2 EROSION & SEDIMENTATION CONTROL PLAN 5310 HARVEST HILL ROAD BEDFORD, TEXAS 76021 - SUITE 100 PH: (817)858-2545 w C4.1 DRAINAGE AREA MAP DALLAS, TEXAS 75230 FAX: (817)858-2590 C4.2 STORM DRAIN PLAN PH: (972)991-0011 CONTACT: CHARLES THOMAS C5.1 UTILITY PLAN FAX: (972)991-0278 CONTACT. SHERROD BIBB, P.E. C6.1 PAVING PLAN SAS ATMOS GAS SURVEYOR: BURY + PARTNERS-DFW, INC. PH: (817)303-2905 ` °"��W 5310 HARVEST HILL ROAD FAX: (817)303-2929 SUITE 100 CONTACT: JEFF WYLIE L1.1 LANDSCAPE PLAN v DALLAS, TEXAS 75230 OVERALL LANDSCAPE CONCEPT PLAN b PH: (972)991-0011 TELEPHONE (2): SOUTHWESTERN BELL yNF o M(lS FAX: (972)991-0278 PH: (817)338-6202 CONTACT: DAVID DE WEIRDT, R.P.L.S• CONTACT. GARY TILORY �z PH: (817)338-6106 TELEPHONE (1): VERIZON CONTACT. JOHN JEWUSIAK w 500 E. JOHN PH: RVING, TEXAS 75062NTER FRWY CONTACT:)LINDA CARAM VICINITY MAP TAP O PH: (972)413-7241 NTS a. FAX: (972)413-7051 (MAPSCO GRID 1-S) CONTACT. COLLEEN HOLDEN (DALLAS) Q x w z urv+ artners - W ENGINEERING SOLUTIONS 5310 Harvest Hill Road, Suite 100 =811 2 g (D Dallas, Texas 75230 e k 1�o'dlc�5��4 Tel. (972)991-0011 Fax (972)991-0278 1,�Se`NA��N�� } Bury+Partners—DYW, lnc.©Copyright 2005 m N Q ISSUED FOR BID ISSUED FOR CONSTRUCTION F:\30445-01\44501CVR.dwg modified by jgonzolez at Feb 14, 2006—7:41om - 1 r, is i ULUS :APEVJ.N" MILLL Na9nrenHEm eo e9 - CA-r �ilAr CENTER ASSC�r., LTD, SITE VOLUME 9799, PAGE 139, � �sw�„ D,R.r,C•r, '- GRAPHIC PHI CAL 5 E IN FEET s 6 0 25 50 75 i00w SCALE: 1" 50° � 26121 I r m LL � VICINITY MAP _ N___.__ OT TO SCALE _GRAPEVINE MILLS PARKWAY DALLAS MAPSCO N0, IS i — - -- — _------- Cil P.M. 24 J9 - * LEGEND * 8 I.R.F, IRON ROD FOUND C.C. COUNTY CLERK C.I.R.S. CAPPED 1/2"IRON R00 SET VOL VOLUME -- STAMPED BURY+PARTNERS"__ '` N01'46'S7°E 798.73' PG PAGE k.5 0 - -- - - G.m. CAPPED IRON ROD FOUND CAB. CABINET CONTROLLING ENT ESMT. EASEMENT 80'RIGHf-pF-WAY I `? L1 DENOTES LINE IDENTIFIED R,O.W. RIGHT-OF-WAY I `- "K HA"C(c.taF �A>'.A IN LINE TABLE MIN. MINIMUM I w� J Ate.as I F,F, FINISHED FLOOR C1 DENOTES CURVE IDENTIFIED IN CURVE TABLE `SSA. ELEV. ELEVATION D.R.T.C.T. DEED RECORDS,TARRANT UTIL. UTILITY o wro I -rRACr ryL' / F COUNTY,TEXAS M O I No I GRAPEVINE VINEYARD 5/8"C',I fi.F. I P.R.T.C.T. PLAT RECORDS,TARRANT COUNTY,TEXAS o I �N CABI111E Ary, SLIDE 8466, POINT OF f Z P.R,T,C.T. � Z, . I COMMENCING m DOCUT iN a -----------------370.67' ------- ° I Ro.srs GENERAL NOTES SOi'46'S7"W core; o- I =r.o�9 _ _ c-z.an.Ssa'.o3� '�a V, � Lti r I ----_-_ 10'UTILITY EASEMENT,CAB, ,SLIDE 8466,P.R.T.C.T. NO1`46'S7"E 493.55' * # t l q u 0 m U 25•BUILDING LINE,CAB."A",SLIDE 8466,P,R.LC.T. f --- 212.00 I N4301 21' E! The bearings shown hereon are based on the West right-of-way line of -------_.-7- -'U"A UTILITY EASEMENT I \ 281.55' i Farm-Market 2499 as shown on the plat filed for record in Cabinet "A A C) ((�� --------5'BuaDING uNE '"-- "---------- Slide 8466, Plat Records, Tarrant Count Texas. xI �I 2. The state plane coordinates shown hereon are based of the Texas POINT OF Coordinate System, North Central Zone, NAD83. The angle between plat �- ACCESS EASEM BEGINNINIbearing and grid bearing = -00' 01' 59". Q ,—____0 D_ L 1i 1 �' -sm:4s•srw isi.6 I Z j 3. This plot supersedes and does hereby vacate all lots, easements and I /�R=3s.00• I N rights-of-way shown on all previous plats of this property. Said plats shall e 900a•00• Li I CAB Access EASEMENT I =Soso o I I A no longer have any force or effect upon approval of this replan by the City a ffi su�ro3•E I � E- of Grapevine, Texas. Previous plats of Lot 2, Block B, Grapevine Vineyard: CAB. A",SLDE 0466,-�1 cNL=a9.s0' ' I o I p N I Cabinet "A", Slide 5182 and Cabinet "A°, Slide 5997, Plat Records, Tarrant W cc 1 I o I In; ® County, Texas. t co i 11 I o W N 114. All corners are monumented with a 5/8 inch iron rod set with a cap 1 I N I s w I stamped "Bury+Partners", unless otherwise shown hereon. cc N Ia m LOT 3 - i (auJ ,� 5. The subject tract of land shown hereon lies within Zone X, defined as �j N r "Areas determined to be outside 500-Year Floodplain" as identified by the 1.537 ACRES 0 u !> Federal Emergency Management Agency, Flood Insurance Rate Map, as shown I o Ito < 66,960 SQUARE FEET Ln ro I ¢ Map No. 48439CO210 H, dated August 2, 1995, for the City of Grapevine, I a?J o ZONED CC: COMMERCIAL I N IU I I� u! I �.� � Tarrant County, Texas and incorporated areas. If this site is not within an _ o identified Special Flood Hazard Area, this flood statement does not imply a BLOCK � r�-�r I/ I ! s that the property and/or the structures thereon will be free from flooding I llL Vlit\ ly ( I j® or flood damage. This flood statement shall not create liability on the part a I � LOT ,1 I� 1 m i Z i Q of the surveyor. O 00 i I r� Oo 6. Area Summary. co 3 N GRAPEVINE VINEYARD I%- I � I, �J I.J w Right-of-Way Dedication: 0 Square Feet N3 r- r r I� I� O .J m Easement Dedication: 33,584 Square Feet I I o CABINET r "A" SLIDE 8466, z � R=35A0• LOT 2R � O - `- Net Platted Area: 235,337 Square Feet ai P.R.T.�.r. Ir"46— s•sT•e n'Ic,..t /z,c-:a.r I'= rrj > Total Platted Area: 268,921 Square Feet a-- _ 4.637 ACRES1z ACCESS EASEMENT 201,961 SQUARE FEET �j� n Lt1 ZONED: CC COMMERCIAL :a,, F, INOP 6'5TE ,azso'_ - S01'46'57"W . Z �- 22.00' iI657"W 190.00' WsS88ISOrE c a PLANNING & ZONING COMMISSION: GRAPEVINE CITY COUNCIL 40.00'rrrr ;00` \I,G ,ciP,Fi , ss [ Date Approved:— Date Approved: GRAPEVINE DEV_LOP1�AENT 111, LP I 3aYE IC,C. FILE NO, D203418523 .50 �� Chairman: Mayor:Secretary: City Secretary:D.R.T.C.T, U� 'N ol I FINAL PLAT LOTS 2R AND 3 25 DRAINAGE EASEMENT r`?CAB."A",SLIDE 8466,P.R.T.C.T. rrl BLOCK B 25'DRAINAGE EASEMENT I I GRAPEVINE VINEYARD --- —_U— —T---_—______ AN ADDITION TO THE -- -+- --- - I 70'UTILITY EASEMENT ---------'----_-`--- -J -- I --�-- _-- —1--------T�----------- -----+ +-- 12s.00• � I II CITY OF GRAPEVINE S00'42 41'W _ --- --- 370.73' -- -t---------------- j TARRANT COUNTY, TEXAS. �10'UTILTY EASEMENT /( SOO'42'41"W 551.51' S/a"cLe.r BEING A REPLAT OF LOT 2,BLOCK B. GRAPEVIVE VINEYARD, CAB."A",SLIDE 8466,P-R.T.C.T, wsn•(c m.) ,/ 'ar+n-(arn.j AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, AND BEING LOCATED IN THE J. GIBSON SURVEY, ABSTRACT NO, 587, 'EYAS CUOTRD SYSTEM =zws,39z.ot I , I TARRANT COUNTY,TEXAS. 2 LOTS - 6.174 ACRES * CURVE DATA * *LINE TABLE* FEBRUARY,2006 LINE BEARING DISTANCE . S. P, AIRPORT TEXAS 41, TD. Preliminary ZONED: CC COMMERCIAL C1 R=35.Oo' CROW—BILLINGSLf AIRPORT 41, LTD. VOLUME I This document shall not be Z b=9o•o0'00" Lt NOi'a6'STE t2.5a' Y OL(�ME 1 3382, PG, 1 23, � recorded for ❑ny purpose. L=54.98' L2 58873'03"E 6.50' �f VOLUME UI`AE 7'1 L),3, PG, 600, _ t OWNER/APPLICANT: ENGINEER/SURVEYOR: CH=N465G's7^E I For Review Purposes Only GRAPEVINE AMERICAN. LTD. BURY + PARTNERS-DFW, INC. CHL=49.50' D.F�,r.C.T. D,R,r.c.T, I VM-c.Haddock,R.P.L.S. 1800 VALLEY VIEW LANE 5310 HARVEST HILL Regcstratlon No,5764 1 HICKORY CENTER SUITE 100 ZONED; Cc COMMERCIAL i January s,Zoos DALLAS, TEXAS 75234 �972�991-00011 75230 ZONED. CC COMMERCIAL (469) 522-4200 TEL. CONTACT: BILL HADDOCK, R.P.L.S. PLAT FILED IN CABINET , SLIDE , P.R.T.C.T. DATE: SHEET 1 OF 2 S:ASUR\30445-01\SURV\30445-01FPLT.dwy modified by rhamil of Feb 13, 2006 — 2:13prn OWNER'S CERTIFICATE OWNER'S DEDICATION AIAGA11ON RELEASE SURVEYOR'S CERTIFICATION WHEREAS, GRAPEVINE AMERICAN LTD., is the sale owner of a 6.174 acre tract of NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT GRAPEVINE STATE OF TEXAS * I, William C. Haddock, of Bury+Partners—DFW, Inc. a Registered Professional Land land located in the James Gibson Survey, Abstract No. 587, City of Grapevine, AMERICAN, LTD., does hereby adopt this plat of LOTS 2R AND 3, BLOCK B, COUNTY OF TARRANT * Surveyor in the State of Texas, do hereby declare that I prepared this plat from Tarrant County, Texas, and being all of Lot 2, Block B, Grapevine Vineyard, an GRAPEVINE VINEYARD, an addition to the City of Grapevine, Tarrant County, an actual and accurate survey on the land and that the corner monuments addition to the City of Grapevine, Tarrant County, Texas, according to the plat Texas, and does hereby dedicate to the public use forever the right—of—way and WHEREAS, GRAPEVINE AMERICAN, LTD., hereinafter called "Owner", is the owner of shown thereon were properly placed under my personal supervision in accordance filed for record in Cabinet "A", Slide 8466, Plat Records, Tarrant County, Texas, easements shown hereon. The easments shown hereon are hereby reserved for that certain parcel of land located in the City of Grapevine, Tarrant County, with the platting rules and regulations of the State of Texas and the City of said Lot 2, Block B being a portion of that certain tract of land described in the the purposes as indicated. The utility easements shall be open for all City and Texas, being more particularly described on this plat. Grapevine, Texas. deed to said Grapevine American .Ltd., filed for record in Volume 12937, Page franchised public utilities for each particular use. The maintenance of paving on n 211, Deed Records, Tarrant County, Texas, and being more particularly described the easements are the responsibility of the propety owners. No buildings or NOW, THEREFORE, in consideration of the sum of ONE AND 00/100 ($1.00) Surveyed on the ground December 30, 2005. Preliminary by metes and bounds as follows: auxiliary structures shall be constructed, reconstructed or placed upon, over or DOLLAR and other valuable consideration, the receipt and sufficiency of which is This document shall not be across the easements as shown. Said easements being hereby reserved for the hereby fully acknowledged and confessed. Owner does hereby waive, release, recorded for any purpose. COMMENCING at a 5/8 inch iron rod found with a cap stamped "KHA" at the mutual use and accomodation of all public utilities using, or desiring to use remise and quit claim to the City of Grapevine, Tarrant County, Texas, The For Review Purposes Only Northerly end of a corner clip at the intersection of the South right—of—way fine some, Any City or franchised utility shall have the full right to remove and keep Dallas—Fort Worth International Airport Board, The Cities of Dallas, Texas and Fort William C. Haddock, R.P.L.S' wlfllam C.haddock,R.P.L.S. of Grapevine Mills Boulevard North (formerly known as Anderson—Gibson Rood or removed all or parts of any fenced, trees, shrubs or other imporvements or Worth, Texas, their successors and assigns, hereinafter called "Cities for the use State of Texas No. 5764 Reglstration No.5764 County Road No. 3044) and the East right—of—way line of Farm—Market 2499 a growths which in any way endanger or interfere with the construction, and benefit of the Bur+Partners—DFW, Inc. ( public and its agencies, any and all claims for damages of 5310 Harvest Hill Road, Suite 100 January s,2006 160 foot wide right—of—way), said iron rod also beingthe most Norther) maintenance or efficiency of its respective system on the easements and all City an kind to y y persons or property that Owner may suffer property reason of the passage or franchised utilities shall of all times have the full right of ingress and egress Dallas, Texas 75230 Northwest corner of Tract B (Future Right—of—Way) as shown on said plat of to and from and upon said easements for the and flight ri all aircraft in the air space above Owners property above the Grapevine Vineyard; P purpose of constructing, height restriction as presently established by Ordinance No. 73-50 for the City (972) 991-0011 reconstructing, inspecting, patrolling, maintaining and adding to or removing all or of Grapevine, known as the Airport Zoning Ordinance of the Dallas—Fort Worth parts of its respective system without the necessity at any time of procurring International Air THENCE North 84' 11' 40" East, along the South right—of—way line of said port, to on infinite height above some, whether such damage the permission of anyone. shall originate from noise, vibration, fumes, dust, fuel and lubricant particles, and Grapevine Mills Boulevard North, r distance of 1of said feet, to a and inch iron rod all other effects that may be caused by the operation of aircraft, landing at or STATE OF TEXAS found for the most Northerly Northeast corner of said Tract B and the most This plat approved subject to all plotting ordinances, rules, regulations and COUNTY OF DALLAS Northerly Northwest corner of said Lot 2, said iron rod also being the POINT OF resolutions of the City of Grapevine, Texas, taking off from, or operating at or on the Dallas—Fort Worth International Airport. BEGINNING of the herein described tract of land; WITNESS MY HAND this the_day of 2006. This instrument does not release the owners or operators of aircraft from liability BEFORE ME, a Notary Public, personally appeared William C. Haddock, known to THENCE continuing along said South line as follows: for damage or injury to person or property caused by falling aircraft or falling me to be the person whose name is subscribed to the foregoing instrument and GRAPEVINE AMERICAN, LTD. physical objects from oicraft, except as stated herein with respect to noise, acknowledged to me that he executed the some for the purpose and North 84' 11' 40" East, a distance of 124.62 feet, to a 5/8 inch iron rod fumes, dust, fuel and lubricant particles. consideration therein expressed. found with a cap stamped "KHA"; It is agreed that this Release shall be binding upon said owner and his heirs and GIVEN UNDER MY HAND AND SEAL OF OFFICE this the_day of North 88'15' 10" East, a distance of 197.01 feet, to a 5/8 inch iron rod R. L. Lemke, Vice President assigns, and successors in intrest to said property, and it is further agreed that 2006.this instrument shall be a covenant running with the land, and shall be recorded found; in the Deed Records of the county or counties in which the property is located. Notary Public in and for the State of Texas North 89' 20' 41" East, a distance of 155.72 feet, to a 5/8 inch iron rod EXECUTED at Dallas, Texas, this—day of , 2006, found with a cap stamped "KHA" for the Northeast corner of said Lot 2 and the Northwest corner of a called 13.7532 acre tract of land described STATE OF TEXAS * GRAPEVINE AMERICAN, LTD. in the deed to S.P. Airport Texas #1, Ltd., filed for record in Volume 13382, Page 123, Deed Records, Tarrant County, Texas; COUNTY OF DALLAS * R. L. Lemke, Vice President THENCE South 00'42' 41" West, along the East line of said Lot 2 and the West BEFORE ME, a Notary Public, on this day personally appeared R. L. LEMKE, known line of said rune f acre tract, at a called distance ti uing in feet, passing the to me to be the person whose name is subscribed to the foregoing instrument Southwest corner of said iron r acre tract, and continuing d all, o distance of and acknowledged to me that he executed the some for the purpose and STATE OF TEXAS 551,51 feet, to a tf2 inch iron rod found with a cap stamped "USA" for the consideration therein expressed. p p COUNTY OF DALLAS + f Southeast corner of said Lot 2 and the Northeast corner of Lot 1, Block B of said Grapevine Vineyard; GIVEN UNDER MY HAND AND SEAL OF OFFICE this the_day of BEFORE ME, a Notary Public, personally appeared R. L. LEMKE, known to me to 2006. be the person whose name is subscribed to the foregoing instrument and THENCE North 88' 13' 03" West, along the South line of said Lot 2 and the acknowledged to me that he executed the some for the purpose and North line of said Lot 1, a distance of 506.03 feet, to an "X" cut in the consideration therein expressed. concrete pavement of an existing concrete drive, said "X" out being the Notary Public in and for the State of Texas UNDER MY HAND AND SEAL OF OFFICE this the_day of Northwest corner of Lot 1 and Southwest corner of Lot 2, and being on the East GIVEN GIVEN line of the aforementioned Tract B; 2006 THENCE along the East line of said Lot B and the West line of said Lot 2 as follows: Notary Public in and for the State of Texas North 01'46' 57" East, a distance of 493.55 feet, to a 5/8 inch iron rod set with a cap stamped "Bury+Partners"; North 43'11' 09" East, a distance of 30.21 feet, to the POINT OF BEGINNING and containing a computed area of 6.174 acres. FINAL PLAT LOTS 2R AND 3 BLOCK B GRAPEVINE VINEYARD AN ADDITION TO THE CITY OF GRAPEVINE TARRANT COUNTY, TEXAS. BEING A REPLAT OF LOT 2, BLOCK B,GRAPEVIVE VINEYARD, AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS, AND BEING LOCATED IN THE J. GIBSON SURVEY, ABSTRACT NO. 587, TARRANT COUNTY, TEXAS. 2 LOTS — 6.174 ACRES FEBRUARY,2006 'j ZONED: CC COMMERCIAL OWNER/APPLICANT: ENGINEER/SURVEYOR: GRAPEVINE AMERICAN. LTD. BURY + PARTNERS—DFW, INC. 1800 VALLEY VIEW LANE 5310 HARVEST HILL 1 HICKORY CENTER SUITE 100 DALLAS, TEXAS 75234 DALLAS, TEXAS 75230 (469) 522-4200 TEL. (972) 991-0011 CONTACT: BILL HADDOCK, R.P.L,S. PLAT FILED IN CABINET , SLIDE , P.R,T.C.T. DATE: SHEET 2 OF 2 S:ASUR\30445-01\SURV\30445-01FP1_T_dwq modified by rhamil of Fab 13, 2006 - 2:13prn ,_ NOi'46'5TE—21ZCV 7� `+u n I _1a uwn usw.cxr ---- — "-- —————— SITE �\ t I I IF-7-7 i I OI I O I m I z 6 � m 852 __- - o VICINITY MAP NTS (MAPSCO GRID 1—S) (DALLAS) PropposedLa- —" j If14,5BOy - -- I8 --- FUTURE p f FF=537.00 © RESTAURANT I w © © 7,000 st 11 ii - - 0 15 30 45 60 24---i 16' W' I II 1"-30' 2e a 16— 24' I — 20' - — — jTRANSFORMER SITE DATA _.. LOCATION LA-Z-BOY BUILDING SQUARE FOOTAGE(TOTAQ 14.652 SO.FT. PARKING REQUIRED(1:200 SF) 73 SPACES �T I I SUIRLDING HEIIGHTED �i'SPA FEECES —�v (TYP) I I FUTURE RESTUARANT BUILDING SQUARE FOOTAGE(TOTAL) 1,000 SO.FT. 100 SPACES - i li O PARKINO REQUIRED(1]0 SF) K I I (�) _ __ PARKING PROV.UED ';435PACES BUILDING SQUARE I (I Z5SQ FT N DUMP i I - FUTURE RETAIL LOCATION —_-- 10 Ol --_I I - PARKING REQUIRED(02 FOOTAGE(TOTAL) 221SPACES PARKING PROVIDED 14]SPACES PERKING REQUIRED 34 SPACES L` 1'46'S7' •- I I PARKING PROVIDED(TOTA_) 369 SPACES 22.00 — — — — — — — — — '�—I ZONING: CC DISTRICT b 24' I PROPOSED USE: RETAIL EOMM RAN COMMRCIAiL TOTAL SITE AREA 6.174 ACRES — ( ) (TYP) a (TYR) I CASE NAME: LA-Z-BOY EXISTING I S0146'57'W-190,00' e' CASE NUMBER: CU06-03 ASHLEY'S I '" yo LOCATION: 3450 GRAPEVINE MILLS PARKWAY FURNITURE I mill LOTS 2R & 3, GRAPEVINE VINEYARD �I it O Q 10 T n Ir — a © MAYOR SECRETARY �I - � I - _._ DATE: I - - - • PLANNING AND ZONING COMMISSION 1 18' 24' i6 — 18'-- 24' IB.:. �B,._ 24! I i CHAIRMAN 1 - -- FUTURE --- DATE: — RETAIL -- --- I SHEET:_OF_ ' I I APPROVAL DOES NOT AUTHORIZE ANY WORK I -- IN CONFLICT WITH ANY CODES OR I ORDINANCES. -I I DEPARTMENT OF DEVELOPMENT SERVICES MASTER SITE PLAIN _ I I z I LOT 2, BLOCK B t ; --_ _ 1 ZONED: COMMUNITY COMMERCIAL DISTRICT I ILI I - - - - - - - - - - - - - GRAPEVINE VINYARD - - - AN ADDITION TO THE CITY OF GRAPEVINE, NOTE: TARRANT COUNTY, TEXAS, CONDITIONAL USE REQUEST CU06-03 IS A REQUEST TO EATABLISH A PLANNED JANUARY 6, 2006 COMMERCIAL CENTER AND TO ALLOW FOR A 40-FOOT POLE SIGN. OWNER: CIVIL ENGINEER/APPLICANT: SURVEYOR: GRAPEVINE AMERICAN, LTD. BURY + PARTNERS-DFW, INC. BURY+ PARTNERS-DFW, INC. 18001 VALLEY VIEW LANE 5310 HARVEST HILL ROAD, SUITE 100 5310 HARVEST HILL ROAD, SUITE 100 BENCHMARK: 1 HICKORY CENTERDALLAS, TEXAS 75230 DALLAS, TEXAS 75230 REM#1=539,70 DALLAS, TEXAS 75234 PHONE: (972) 991-0011 PHONE: (972) 991-0011 ON THE ESISIDEOUND ON INLET FF M 29 SOUTH OF SOUTARS HEAST STRIPES Or PHONE: (214) 631-1813 CONTACT: SHERROD BIBB, P.E. CONTACT: DAVE DE WEIRDT, R.P.L.S, ON THE WEST SIDE OF F.M.2499 T.THE SOUTHEAST CORNER OF yn!, THE ROOMS TO Go'PARKING LOT. ' CONTACT: LEW BROWN F:\30445-01\4450)MSPOdw modified�y t�Yn�f aQ1� 5Qlt'USP $q_m�dJ��d46y r1-11 at Feb 13, 2005-1:33pm CASE NO: SHEET 1 OF 1 m xike n �• �Re SITE 8"f.-,1401-46'57E-212.00' 2 _ -639 ---- ------------------ I CONSTRUCT BARRIER zs•eu mlxc st�sux FREE RAMP a nbLL II' Sal F _ I FEE �.. ... o - 's9 © y c o tG' 1 vau � au e J S_ a•raF� N01' 7W-212.00' 17$Od-- I 4 Is s - -- VICINITY M cm — VI AP y p ''8 m - ... NTS 4J d LANDSCAPE LANDSCAPE LANDSCAPE s -- - ------ (MAPSCO GRID i-S) PLANTER PLANTERS. sc _ _PLANTER (DALLAS) Z a _ Proposed 5' L -- — - --- ) 1 a-Z-Bo � / � I o 15 30 45 60 14.652sf sus L _._. _, _, i--3v FF=537.0041 _. i SITE DATA - LA-Z-BOY TRANSFORMER .. : ._.. -... -.., I LOCATION 67' .may LOT 21BLOCKB 1537Ac..66960 Sq.Pt. 2 6"�y+ - < - �- ZONED_CC DISTRICT t2' 32' I "Z_ PARKING REQUIRED 1200) 74 SPACES �) i CASE NAME: LA-Z-BOY S 0 PARKING PROVIDED TOTAL 79SPACES CASE NUMBER: CU06-03 HANDICAP PARKING REQUIRED 2 STD./1 VAN 'J T s.. :'"}4 waNDICAP PARKING PRovIOED z STD,z vnn LOCATION: 3450 GRAPEVINE MILLS PARKWAY n BU�omc SQUARE FOOTAGE 34 652 sa LOTS 2R & 3, GRAPEVINE VINEYARD --- __ 07 46 57`W --- -1----- - - -.. RE -�- - - -- LOT COVERAGE 1T 21.88% 7777>�'_- q —". I a OUAMLL6 SO Lo 114G j l --- = OPEN SPACEAREA OPEN SPACE COVERAGE MAYOR SECRETARY • i I ss, 12 ��� I m 1 46 5Y DATE: 013PLANNING AND ZONING COMMISSION °e 72 �az FU E PARI1NG H� 1 DATE., E: t72oo' N zt`So _ . S2 - SHEET: OF EXISTING j -SO1'46 w-190.00' 6'SD ASHLEY'S ��� I ;, l - _ I APPROVAL DOES NOT AUTHORIZE ANY WORK FURNITURE 531 IN CONFLICT WITH ANY CODES OR a FlAURE PAttKINGI `� ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES - ° I - - 3 ALL DI MENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED ,I / I i _ j FUTURE P KING -_..---_I U � FUTURE - RETAIL 22,12557 jf I r r +Qo - __ SITED AN ,F ,. C ;GrP .9 °u1osDGN � a LOT 2, BLOCK B GRAPEVINE VINYARD cn��oo a AN ADDITION IO TO THE T CITY OF GRAPEVINE, I ,-1--� —�- -'— —�- I � i !t � ' i I i j TARRANT COUNTY, TEXAS, I JANUARY 6, 2006 " Tt --- T_ _ - k I I I OWNER: CIVIL ENGINEER/APPLICANT: SURVEYOR: GRAPEVINE AMERICAN, LTD. BURY+ PARTNERS-DFW, INC. BURY+ PARTNERS-DFW, INC. 1800 VALLEY VIEW LANE 5310 HARVEST HILL ROAD, SUITE 100 5310 HARVEST HILL ROAD, SUITE 100 BENCHMARK: 1 HICKORY CENTER DALLAS, TEXAS 75230 DALLAS, TEXAS 75230 BM#1=s3s.7a DALLAS, TEXAS 75234 PHONE: (972) 991-0011 PHONE: (972) 991-0011 BQKCUT FOUND ON INLET e00'SOUTH OF STARS a STRIPES WAY PHONE: (214) 631-1813 CONTACT: SHERROD BIBB, P.E. CONTACT: DAVE DE WEIRDT, R.RL.S. ON THE'AEST SIDE OF F.M.2499 @ THE SOUTHEAST CORNER OF THE'ROOM$TOGO PARKING LOT. CONTACT: LEW BROWN F:\3D445-01\444G1 SPN.dwg mediFied by'r�a04l4 at 01F�g4`H�i SP,I;be g med;Gm by rhomil et Feb 13, 2006- 1:35pm CASE NO: SHEET 1 OF 1 G E N E R A L C O N S T R U C T I O N N O T E S L E G E N D EXISTING PROPOSED FUTURE o ` 1,STANDARDS AND TS SHALL BEE` ALL MATERIALS,CONSTRUCTION METHODS,WORKMANSHIP,EQUIPMENT,SERVICES AND TESTING FOR ALL AU TRAFFIC CONTROL TRAFF IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP AND SUBMIT FOR APPROVAL BY EX GOVERNING PUBLIC IMPROVEMENTS SHALL BEN ACCORDANCE VAM ND GOVERNING AUTHORITIES'ORDINANCES,REGULATIONS,REQUIREMENTS,STATUTES, AUTHORITIES,A TRAFFIC CONTROL PLAN,PREPARED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS,OUTLINING PROPERTY LINE ---- N/A SPECIFICATIONS AND DETAILS,LATEST PRATING AND AMENDMENTS THERETO, ME GOVERNING TAKE PRECEDE PUBLIC WORKS AND WATER TRAFFIC MANAGEMENT PROCEDURES TO BE PROVIDED OUTING CONSTRUCTION. TRAFFIC CONTROL MEASURES SHALL BE PROVIDED IN , ' �, p Z a P1 DEPARTMENT REQUIREMENTS,PLUMBING CODES,AND FIRE DEPARTMENT REGULATIONS SHALL TAKE PRECEDENT FOR ALL PRIVATE IMPROVEMENTS ACCORDANCE NM THE FOLLOWING ADDITIONAL REQUIREMENTS: BUILDING A, O � WHERE APPLICABLE ALL OTHER PRIVATE CONSTRUCTION,NOT REGULATED BV THE GOVERNING AUTHORITY,SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,NORTH CENTRAL TEXAS-NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS, A. CONSTRUCTION OF SIGNING AND BARRICADES SHALL CONFORM WITH THE"1980 TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES",AS FINISH FLOOR ELEVATION - -- FIFE®850,00 N/A g ® x LATEST PRINTING AND AMENDMENTS THERETO,EXCEPT AS MODIFIED OR AMENDED BY THE PROJECT CONTRACT DOCUMENTS, CURRENTLY AMENDED,TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION. CC.. O 2 EXAMINATION OF K,IN THE CONTRACTOR ACKNOWLEDGES THAT HE HAS INVESTIGATED RT SATISFIED HIMSELF D TO THE CONDITIONS B.THE CONTRACTOR SHALL BE REQUIRED TO FURNISH BARRICADES,FLARES,FLAGMEN,ETC.,FOR THE PROTECTION OF THE PUBLIC,EMPLOYEES SPOT ELEVATION X0005 N/A i O pFFECTNO THE WORK INCLUDING �,.� L DING BUT NOT RESTRICTED TO THOSE BEARING UPON TRANSPORTATION,DISPOSAL,HANDLING AND STORAGE OF AND THE WORK. u MATERIALS,IONS BIUIY OF LABOR,WATER,ELECTRIC POWER,ROADS AND UNCERTAINTIES OF WEATHER, TO SIMILAR PHYSICAL CONDITIONS AT THE CURB SITE,CONDITIONS OF THE GROUND,THE CHARACTER A EQUIPMENT AND FACILITIES NEEDED P NDI IS FRY TO AND DURING PERFORMANCE OF THE C.THE CONTRACTOR SHALL PERFORM HIS WORK IN SUCH L MANNER AS TO CREATE A MINIMUM OF INTERRUPTION TO TRAFFIC ALONG ADJACENT -- - WORK. THE CONTRACTOR ACKNOWLEDGES THAT HE HAS INSPECTED ME SITE OF THE WORK AND IS RMA ON WITH NOT SOIL CONDITIONS TO BE ROADWAYS.IS WAY TRAFFIC MUST ER MAINTAINED ON ALL ROADWAYS AT ALL TIMES THROUGHOUT CONSTRUCTION UNLESS WRITTEN Z „y ENCOUNTERED. ANY FAILURE BY THE CONTRACTOR IC ACQUAINT HIMSELF WITH THE AVAILABLE INFORMATION WILL NOT RELIEVE HIM FROM PERMISSION IS GRANTED BY THE GOVERNING AUTHORIZES. ASPHALT PAVEMENT "- '� N/A RESPONSIBILITY FOR ESTIMATING PROPERLY THE DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE WORK. THE DEVELOPER ASSUMES NO a 4 E RESPONSIBILITY FOR ANY CONCLUSIONS OR INTERPRETATIONS MADE BY THE CONTRACTOR ON THE BASIS OF THE INFORMATION MADE AVAILABLE BY D.ALL SIGNAGE,MARKINGS,LIGHTING,BARRICADES,FLAGMEN AND OTHER DEVICES AND PERSONNEL REQUIRED FOR TRAFFIC CONTROL DURING RIDGE LINE Z u TN THE DEVELOPER, CONSTRUCTION OF THE PROJECT WILL BE INCLUDED IN THE CONTRACT AMOUNT. N/A ----RL---- N/A F3 3,SUBSURFACE INVESTIGATION: SUBSURFACE EXPLORATION TO ASCERTAIN THE NATURE OF SOILS,INCLUDING MAKE THE AMOUNT OF ROCK,IF ANY,IS E ALL TRAFFIC CONTROL DEVICES USED DURING NIGHTTIME SHALL BE REFLECTORIZED.ILLUMINATED FROM WITHIN OR EXTERNALLY ILLUMINATED. SWALE or VALLEY GUTTER .,,...............>, _®._ �..- N/A O o W v+ THE RESPONSIBILITY OF THE CONTRACTOR. E SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO MAKE SUCH SUBSURFACE INVESTIGATIONS ( Z Z» AS HE DEEMS NECESSARY TO DETERMINE ME NATURE OF THE MATERIAL TO BE ENCOUNTERED. SOME SUBSURFACE EXPLORATION HAS BEEN F.THE CONTRACTOR SHALL NOT REMOVE ANY REGULATORY SIGN,INSTRUCTIONAL SIGN,WARNING SIGN,STREET NAME SIGN OR ANY SIGNAL. CONTOUR LINE ... .^-�87S�.r® -,.:_ O W,o q F. PERFORMED BY THE GEOTECHNICAL ENGINEER OF RECORD ON THE PROJECT AND IS PROVIDED FOR INFORMATIONAL PURPOSES. THE DEVELOPER WHICH CURRENTLY EXISTS,WITHOUT THE CONSENT OF THE GOVERNING AUTHORITIES. - - - AND ENGINEER DISCLAIM ANY RESPONSIBILITY FOR THE ACCURACY,TRUE LOCATION AND EXTENT OF THE SOILS INFORMATION THAT HAS BEEN - - PREPARED BY OTHERS. THEY FURTHER DISCLAIM RESPONSIBILITY FOR INTERPRETATION OF MAT DATA BY THE CONTRACTOR,AS IN PROJECTING G THE CONTRACTOR SHALL MAINTAIN AND REPLACE WHERE NECESSARY ALL SIGNS,LIGHTS,MARKINGS AND TEMPORARY PAVEMENT STORM GRAIN SOIL BEARING VALUES,ROCK PROFILES.SOILS STABILITY AND THE PRESENCE,LEVEL AND EXTENT OF UNDERGft0UN0 WATER. THROUGHOUT THE CONSTRUCTION PERIOD. - tt 4.TOPOGRAPHIC SURVEY: TOPOGRAPHIC SURVEY INFORMATION SHOWN ON THE PLANS IS PROVIDED FOR INFORMATIONAL PURPOSES. THE H THE CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL MEASURES AT THE END OF CONSTRUCTION AND RESTORE UNIMPROVED PAVEMENT STORM DRAIN MANHOLE --- --- -i -- CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE INFORMATION SHOWN IS CORRECT,AND SHALL NOTIFY THE ENGINEER IMMEDIATELY AND OTHER DISTURBED AREAS TO THEIR ORIGINAL CONDITION. i OF ANY ERRORS.DISCREPANCIES OR OMISSIONS TO THE SURVEY INFORMATION PROVIDED. ANY COSTS INCURRED AS THE RESULT OF NOT CURB INLET -- —L CONFIRMING THE ACTUAL SURVEY SHALL BE BORNE BY THE CONTRACTOR. 24,ACCESS TO ADJACENT PROPERTIES` ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE DIRECTED 1 ) O ®® > BY THE GOVERNING AUTHORITIES AND/OR DEVELOPER. RECESSED CURB INLET -_ - -„ ® $ &COMPLIANCE WITH LAWS: THE CONTRACTOR SHALL ALLY COMPLY WITH ALL LOCAL,STATE AND FEDERAL LAWS,INCLUDING ALL CODES, GRATE INLET N/A B, ORDINANCES AND REGULATIONS APPLICABLE TO THIS CONTRACT AND THE WORK TO BE DONE THERE UNOER,WHICH EXIST OR MAY BE ENACTED 25 ACCESS ROUTES,STAGING AREAS AND STORAGE AREAS: ALL PRIVATE HAUL ROADS AND ACCESS ROUTES AND THE LOCATION OF ALL 001, LATER BY GOVERNMENTAL BODIES HAMMG JURISDICTION OR AUTHORITY FOR SUCH ENACTMENT. ALL WORK REQUIRED UNDER THIS CONTRACT STAGING AREAS AND STORAGE AREAS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER. THE CONTRACTOR SHALL BE RESPONSIBLE A. *,SHALL COMPLY WITH ALL REQUIREMENTS OF LAW,REGULATION,PERMIT OR LICENSE. IF THE CONTRACTOR FINDS THAT THERE IS A VARIANCE,HE FOR MAINTAINING AND REPAIRING ALL ROADS AND OTHER FACILITIES USED DURING CONSTRUCTION. UPON COMPLETION OF THE PROJECT,ALL WATER UNE --- -- B'W -SHALL IMMEDIATELY REPORT THIS TO THE DEVELOPER FOR RESOLUTION. HAUL ROADS,ACCESS ROADS,STAGING AREAS AND STORAGE AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT SHERRGO BIBS AT THE TIME THE CONTRACTOR COMMENCES WORK ON THE PROJECT. FIRE HYDRANT .� N/A /// ameeasa•wwwse S.PUBLIC CONVENIENCE AND SAFETY: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,THE CONTRACTOR SHALL BE q SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING 2&PARKING OF CONSTRUCTION EORPMENT: AT NIGHT AND DURING ALL OTHER PERIODS OF 71ME WHEN EQUIPMENT IS NOT BEING ACTIVELY WATER VALE -- �'�'� N/A �O,LN (C8452 �®PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT DE LIMITED TO NORMAL WORKING HOURS. USED FOR THE CONSTRUCTION WORK,THE CONTRACTOR SHALL PARK THE EQUIPMENT AT LOCATIONS,WHICH ARE APPROVED BY THE DEVELOPER. WATER METER�X ® N/A $•y."^ • ti`r® DURING THE CONSTRUCTION OF THE PROJECT,THE CONTRACTOR SHALL COMPLY WITH THE PRESENT ZONING REQUIREMENTS OF THE GOVERNING - \®®NA` MATERIALS STORED ON THE WORK SITE SHALL PUBLIC SO PLACED,AND ME WORK SHALL AT ALL TIMES IN$O CONDUCTED, D TO CAUSE NO AUTHORITIES IN THE USE OF VACANT PROPERTY FOR STORAGE PURPOSES. THE CONTRACTOR SHALL ALSO PROVIDE ADEQUATE BARRICADES, CONTROL VALVE N/A N/A GREATER OBSTRUCTION TO THE TRAVELING PUBLIC MAN IS CONSIDERED ACCEPTABLE BY ME GOVERNING S TO ALL FIRE AND RA DEVELOPER. THE MARKERS AND LIGHTS TO PROTECT THE DEVELOPER,THE GOVERNING AUTHORITIES,THE PUBLIC AND THE OTHER WORK.ALL BARRICADES,LIGHTS, MATERIALS EXCAVATED SHALL BE PLACED SO AS NOT TO ENDANGER THE WORK OR PREVENT FREE ACCESS TO ALL FIRE HYDRANTS,WATER AND MARKERS MUST MEET THE REQUIREMENTS OF THE GOVERNING AUTHORITIES'REGULATIONS. IRRIGATION METER N/A m N/A VALVES,GAS VALVES,MANHOLES.AND FIRE ALARM OR POLICE CALL BOXES IN THE VICINITY. 27.WATER FOR CONSTRUCTION: THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR PURCHASING WATER FROM THE BACKFLOW PREVEMER ® N/A ME DEVELOPER RESERVES THE RIGHT TO REMEDY ANY NEGLECT ON THE PART OF THE CONTRACTOR PATH REGARDS TO THE PUBLIC CONVENIENCE GOVERNING AUTHORITY FOR HIS USE ON THE PROJECT SITE. COSTS ASSOCIATED WITH THIS SERVICE SHALL BE INCLUDED IN THE CONTRACT DETECTOR ® N/A AND SAFETY WHICH MAY COME TO THE DEVELOPER'S ATTENTION,AFTER 24 HOURS NOTICE IN WRITING TO THE CONTRACTOR,SAVE IN CASES OF AMOUNT. EMERGENCY,WHEN THE DEVELOPER SHALL HAVE THE RIGHT TO REMEDY ANY NEGLECT WITHOUT NOTICE;AND,IN EITHER CASE,THE COST OF SUCH SANITARY SEWER LINE WORK DONE BY THE DEVELOPER SHALL BE DEDUCTED FROM THE MONIES DUE OR TO BECOME DUE THE CONTRACTOR. THE CONTRACTOR SHALL 2&TEMPORARY ELECTRIC AND COMMUNICATIONS FOR CONSTRUCTION: THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR NOTIFY THE DEVELOPER AND THE GOVERNING AUTHORITIES WHEN ANY STREET IS TO BE CLOSED OR OBSTRUCTED;SUCH NOTICE SHALL IN THE INSTALLATION AND PURCHASING OF TEMPORARY ELECTRIC AND COMMUNICATIONS SERVICES FROM THE GOVERNING AUTHORITIES FOR HIS USE ON SANRARf SEWER MANHOLE "' - -d— -` - CASE TS MAJOR THOROUGHFARES OR STREETS UPON WHICH TRANSIT BY THE DEVELOPER OR THE GOVERNING AUTHORITIES.KEEP ANY STREET OR THE PROJECT SITE. COSTS ASSOCIATED NTH THESE SERVICES SHALL BE INCLUDED IN THE CONTRACT AMOUNT. STREETS IN CONDITION FOR UNOBSTRUCTED USE BY EMERGENCY SERVICES. WHERE THE CONTRACTOR IS REQUIRED TO CONSTRUCT TEMPORARY CLEANOIR BRIDGES OR TO MAKE OTHER ARRANGEMENTS FOR CROSSING OVER DITCHES OR STREAMS,HIS RESPONSIBILITY FOR ACCIDENTS SHALL INCLUDE THE 21 FENCES ALL FENCES ENCOUNTERED AND REMOVED DURING CONSTRUCTION,EXCEPT THOSE DESIGNATED TO BE REMOVED OR RELOCATED,ROADWAY APPROACHES AS WELL AS THE STRUCTURES OF SUCH CROSSINGS. SHALL BE RESTORED TO THE ORIGINAL OR BETTER THAN CONDITION UPON COMPLETION OF THE PROJECT. WHERE WIRE FENCING,EITHER WIRE DOUBLE CL£ANOU( -- MESH OR BARBED WIRE.IS TO BE CROSSED,THE CONTRACTOR SHALL SET CROSS-BRACED POSTS ON EITHER SIDE OF THE CROSSING. 7.STORM WATER POLLUTION PREVENTION PLAN(SARIS THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS OF THE SWP3 WHILE CONDUCTING TEMPORARY FENCING SHALL BE ERECTED IN PLACE OF THE FENCING REMOVED WHENEVER THE WORK IS NOT IN PROGRESS,AND WHEN THE SITE LIGHT POLE N/A HIS ACTIVITIES ON THE PROJECT, IN ADDITION TO CONSTRUCTING THOSE ITEMS INDICATED ON THE PLAN SHEETS,COMPLIANCE WITH THE SWP3 IS VACATED OVERNIGHT AND/OR AT ALL TIMES TO PREVENT PERSONS AND/OR LIVESTOCK FROM ENTERING THE CONSTRUCTION AREA. ME INCLUDES CONFORMANCE TO CERTAIN PRACTICES AND PROCEDURES(IDENTIFIED IN THE SWP3)DURING PROJECT CONSTRUCTION. COST OF FENCE REMOVAL,TEMPORARY CLOSURES AND REPLACEMENT SHALL BE INCLUD:D IN THE CONTRACT. POWER POLE ®} N/A ui 6 PERMITS AND UCENSES THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE 30 DRAINAGE ONANNEI.S: WHERE EXISTING DRAINAGE CHANNELS ARE TEMPORARILY DISTURBED OR BLOCKED DURING CONSTRUCTION,IT SHALL PAWN GUY a-- N/A WORK AND SHALL FULLY COMPLY WITH ALL THEIR TERMS AND CONDITIONS. WHENEVER THE WORK UNDER THIS CONTRACT REQUIRES THE BE RESTORED TO THE ORIGINAL CONDITION,GRADE AND CROSS SECTION AFTER CONSTRUCTION IS COMPLETED. CO OBTAINING OF PER FROM THE GOVERNING AUTHORITIES,THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF SUCH PERMITS TO THE SIGN .®. N/A DEVELOPER BEFORE THE WORK COVERED THEREBY IS STARTED. NO WORK WILL BE ALLOWED TO PROCEED BEFORE SUCH PERMITS ARE OBTAINED. 31.COORDINATION MAIN OTHERS: IN THE EVENT THAT OTHER CONTRACTORS ARE DOING WORK IN THE SAME AREA SIMULTANEOUSLY WITH THE PROJECT,THE CONTRACTOR SHALL COORDINATE HIS PROPOSED CONSTRUCTION WITH THAT OF THE OTHER CONTRACTORS,B.IMPACT FEES THE DEVELOPER WILL PAY ALL IMPACT FEES APPLICABLE TO ME PROJECT, ACCESSIBLE PARKING `-1' N/A 32 CONDITION OF SITE DURING CONSTRUCTOR: DURING CONSTRUCTION OF HE WORK,THE CONTRACTOR SHALL,AT ALL TIMES,KEEP THE SITE iD.BONDS PROVEMENTS. BONDS SHALL BE IN THE FORM AND IN THE AMOUNTS AS REQUIRED BY THE GOVERNING AUTHORITI VAN ACCESSIBLE PARKING PERFORMANCE PAYMENT AND MAINTENANCE BONDS WILL BE REQUIRED FROM ME CONTRACTOR FOR ALL WORK CONSIDERED TO BE OF THE WORK AND ADJACENT PREMISES AS FREE FROM MATERIAL,DEBRIS AND RUBBISH AS IS PRACTICABLE AND SHALL REMOVE SAME FROM ('Oq N "PUBLIC"IMPROVEMENTS. ANY PORTION OF THE SITE IF,IN THE OPINION OF THE DEVELOPER,SUCH MATERIAL,DEBRIS OR RUBBISH CONSTITUTES A NUISANCE OR IS VAN A / SCIENT It VENDOR'S CERTIFICATION: ALL MATERIALS USED IN CONSTRUCTION SHALL HAVE A VENDOR'S CERTIFIED TEST REPORT. TEST REPORTS SHALL UNAVAILABLELFORI MIS PURPOSE,CASE OFLURE THE CONTRAON THECTORTORFHSESURETY SHACONTRACTOLL REIMBURSE THE DEVELOPER FOR UNDER HIS CONTRACT,OREALLFSUCH COSTS.ACT FUNDS ARE RETAINING WALL N/A w BE DELIVERED TO ME ENGINEER BEFORE PERMISSION WILL JE GRANTED FOR USE OF ME MATERIAL. ALL VENDOR'S TEST REPORTS SHALL BE 3S EXISTING ROADWAYS THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CLEAMINESS OF EXISTING PAVED ROADS. ALL Wppp FENCE n SUBJECT TO REVIEW BY THE ENGINEER,AND SHALL BE SUBJECT 70 VERIFICATION RY TESTING OF SAMPLES OF MATERIALS AS RECEIVED FOR USE '_.. _ N/A ON THE PROJECT. IN THE EVENT ADDITIONAL TESTS ARE REQUIRED,THEY SHALL BE PERFORMED BY AN APPROVED INDEPENDENT TESTING COSTS ASSOCIATED WITH MAINTAINING THE CLEANLINESS OF EXISTING ROADS SHALL BE INCLUDED IN ME CONTRACT AMOUNT. LABORATORY AND SHALL BE PAID FOR BY THE CONTRACTOR, OU SCREEN WALL FENCE —a--O-- N/A 34,DUST CONTROL: ME CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO CONTROL DUST ON ME PROJECT SIZE BY SPRINKLING OF EMPLOYED TESTING.A THE TESTING AND CONTROL EL ALL MATERIALS USED IN THE WORK SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY, WATER, EN ANY OTHER METHODS APPROVED CE THE GOVERNING AUTHORITIES,AND SHALL PROlADE ALL EQUIPMENT AND PERSONNEL REQUIRED CNNN LINK FENCE �._p._ N/A EMPLOYED AND PAID DIRECTLY ES ME DEVELOPER, IN THE EVENT THE RESULTS OF INITIAL TESTING DO NOT COMPLY WM THE PLANS AND TO PREVENT DUST FROM BECOMING NUISANCE TO THE ADJACENT PROPERTIES. - _ -- ,, PAID THE C SUBSEQUENT TESTS NECESSARY DE DETERMINE THE ACCEPTABILITY OF MATERIALS OR CONSTRUCTION SHALL BE FURNISHED AND WIRE FENCE ".... .-4f •- N/A 'A PAID BY ME CONTRACTOR AS DIRECTED BY THE DEVELOPER. PAYMENT PALL BE MADE BY DEDUCTION FROM PAYMENT DUE ME CONTRACTOR. 35.CLEAN-UP FOR FINAL ACCEPTANCE ME CONTRACTOR SHALL MAKE A FINAL GLEAN UP OF ALL PARTS OF THE WORK BEFORE ACCEPTANCEui 3 BY ME DEVELOPER.THIS CLEAN UPR SHALL INCLUDE REMOVAL OF ALL OBJECTIONABLE MATERIALS AND,IN GENERAL,PREPARING THE SITE OF N/A N/A INSPECTION: INSPECTION OF ME PROPOSED CONSTRUCTION WILL BE PROVIDED BY ME GOVERNING AUTHORITIES AND/OR THE DEVELOPER. THE WORK IN AN ORDERLY MANNER OF APPEARANCE. TREE COSTS FOR INSPECTION SERVICES WILL BE PAID BY THE DEVELOPER. THE CONTRACTOR SHALL PROVIDE ASSISTANCE BY PROVIDING EXCAVATION, 3&REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: ALL WORK WHICH HAS BEEN REJECTED OR CONDEMNED SHALL BE REPAIRED,OR IF IT OVERHEAD W1R6 - ---- N A N A ^ TRENCH SAFETY,OR OTHER WORK NECESSARY TO FACILITATE INSPECTION ACTIVITIES,AND SHALL GIVE SUFFICIENT NOTICE WELL IN ADVANCE OF CANNOT BE REPAIRED SATISFACTORILY.IT SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE DEFECTIVE MATERIALS SHALL BE / / PENDING CONSTRUCTION ACTIVITIES TO THE GOVERNING AUTHORIZES AND/OR DEVELOPER FOR SCHEDULING OF INSPECTION SERVICES, IMMEDIATELY REMOVED FROM THE WORK SITE.WORK DONE BEYOND THE LINE OR NOT IN CONFORMITY WITH THE GRADES SHOWN ON THE OVERHEAD ELECTRIC LINE --- .... -- - —ONE— N/A 14,SHOP DRAWINGS THE CONTRACTOR SHALL PROVIDE REVIEW,APPROVE AND SUBMIT ALL SHOP DRAWINGS,PRODUCT DATA AND SAMPLES DRAWINGS OR AS PROVIDED,WORK DONE WITHOUT REQUIRED INSPECTION,OR ANY EXTRA OR UNCLASSIFIED WORK DONE WITHOUT WRITTEN REQUIRED BY THE GOVERNING AUTHORITIES AND THE PROJECT CONTRACT DOCUMENTS IN ACCORDANCE WITH ITEM 1.26 OF ME STANDARD AUTHORITY AND PRIOR AGREEMENT IN WRITING AS TO PRICES,SHALL BE AT THE CONTRACTOR'S RISK,AND WILL BE CONSIDERED UNAUTHORIZED, OVERHEAD TELEPHONE LINE - --- --OHT_ N/A cn SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION,NORTH CENTRAL TEXAS-NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. AND AT THE OPTION OF THE DEVELOPER MAY NOT BE MEASURED AND PAID FOR AND MAY BE ORDERED REMOVED AT THE CONTRACTOR'S EXPENSE.UPON FAILURE OF THE CONTRACTOR TO REPAIR SATISFACTORILY OR TO REMOVE AND REPLACE,IF SO DIRECTED,REJECTED, UNDERGROUND ELECTRIC LINE -- - ----- --NJGE— N/A 1&SURVEYTNO ALL SURVEYING REQUIRED FOR CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE DEVELOPER UNAUTHORIZED OR CONDEMNED WORK OR MATERIALS IMMEDIATELY AFTER RECEIVING NOTICE FROM THE DEVELOPER,THE DEVELOPER WILL,AFTER UNDERGROUND TELEPHONE LINE ."` - LtGT--- N A SHALL PROVIDE THE PROPERTY CORNERS AND TWO BENCHMARKS FOR USE AS HORIZONTAL AND VERTICAL DATUM. THE CONTRACTOR SHALL GIVING WRITTEN NOTICE TO THE CONTRACTOR,HAVE THE AUTHORITY TO CAUSE DEFECTIVE WORK TO BE REMEDIED OR REMOVED AND REPLACED, / EMPLOY A REGISTERED PROFESSIONAL LAND SURVEYOR TO PERFORM ALL ADDITIONAL SURVEY,LAYOUT AND MEASUREMENT WORK NECESSARY FOR OR TO CAUSE UNAUTHORIZED WORK TO BE REMOVED AND TO DEDUCT THE COST THEREOF FROM ANY MONIES DUE OR TO BECOME DUE THE uj THE COMPLETION OF THE PROJECT. CONTRACTOR. UNDERGROUND CABLE LINE -- {,ATE N/A z Li 18.PROTECTION D WHEN ANY SUCH AND BENCHMARKS:- ME CONTRACTOR SHALL PROTECT ALL PROPERTY CORNER MARKERS AND LINT DISPOSITION O EXCESS AND DISPOSAL D UNSUITABLE AND UNSUITABLE MATERIALS: ALL MATERIALS TO BE REMOVED FROM ME SITE INCLUDING BUT NOT ELECTRIC METER ® N/AIn BENCHMARKS,AND WHEN ANY SUCH MARKERS OR MONUMENTS ARE IN DANGER OF BEING DISTURBED,THEY SHALL BE PROPERLY REFERENCED AND LIMITED TO EXCESS MATERIAL AND UNSUITABLE MATERIALS SUCH AS CONCRETE,ASPHALT,LARGE ROCKS,REFUSE,AND OTHER DEBRIS SHALL ELECTRIC TRANSFORMER N/A IF DISTURBED SHALL BE RESET BY A REGISTERED PUBLIC SURVEYOR AT THE EXPENSE OF ME CONTRACTOR. BECOME THE PROPERLY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE ME LIMITS OF THE PROJECT AT ME CONTRACTOR'S EXPENSE. CONTRACTOR SHALL ALSO COMPLY NTH ALL APPLICABLE LAWS GOVERNING SPILLAGE OF DEBRIS WHILE TRANSPORTING TO A ELECTRIC SWRDHGEAR ® N/A 17.DISING STRUCTURES THE PLANS SHOW THE LOCATION OF ALL KNOWN SURFACE AND SUBSURFACE STRUCTURES,HOWEVER,THE DEVELOPER DISPOSAL SITE AND ENGINEER ASSUME NO RESPONSIBILITY FOR FAILURE TO SHOW ANY OR ALL OF THESE STRUCTURES ON THE PLANS,OR TO SHOW THEM IN GALS METER ® N/A I._ THEIR EXA CT LOCATION, SUCH FAILURE SHALL NOT BE CONSIDERED SUFFICIENT BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION FOR EXTRA 3&SEEDING: THE CONTRACTOR SHALL PROVIDE SEEDING,WATERING,FERTILIZING AND REQUIRED MAINTENANCE FOR THE GRASSING OF ALL f WORK OR FOR INCREASING THE PAY QUANTITIES IN ANY MANNER WHATSOEVER,UNLESS THE OBSTRUCTION ENCOUNTERED IS SUCH AS TO REQUIRE UNPAVED AREAS OF DEDICATED RIGHT-OF-WAY,EASEMENTS,AND ALL OTHER DISTURBED AREAS OF CONSTRUCTION NOT COVERED BY THE GAS LINE -- ---- —G—�— N/A CHANGES IN THE LINES OR GRADES,OR REQUIRE THE CONSTRUCTION OF SPECIAL WORK,FOR WHICH PROVISIONS ARE NOT MADE IN THE PLANS. LANDSCAPE PLAN FOR THE PROJECT. SEEDING SHALL ALSO BE PROVIDEO IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROJECT STORM WATER POLLUTION PREVENTION PLAN IN ORDER TO ESTABLISH A GRASS COVER ON DISTURBED AREAS SUBJECTED TO THE EROSION OF THE SOIL AIR CONDITIONING UNIT 19 N/A 1&PROTECTION O'EXISTING UTBJTES AS REQUIRED BY"THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT,TEXAS SURFACE. FLAG PALL •O N/A ONE CALL SYSTEM MUST BE CONTACTED(800-245-4545)AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS BEING PERFORMED. IT IS 3&RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF ALL MATERIALS AND SYSTEMS ME CONTRACTOR'S RESPONSIBILITY TO CONTACT TEXAS ONE CALL SYSTEM. COVERED BY THE PROJECT CONTRACT DOCUMENTS, THESE RECORD PRINTS WILL BE REVIEWED BY THE DEVELOPER EACH MONTH PRIOR TO THE BOLINtDy • N/A THE LOCATION AND DIMENSIONS SHOWN U ME PLANS RELATIVE TO EXISTING UTILITIES ARE BASED ON ME BEST RECORDS AND/OR FIELD PRELIMINARY DEVELOPER WILLWEW OF CONTRACTOR'S NOT ACCEPT THE PAYMENTTUEST REQUESSTT.P THENT. IF THE COMPLETED SET OF-RECORD S ARE NOT DRAWINGS MUST BE DELIVERED TOTO DATE,THETHE DEVELOPER BENCHMARK 4Z N/A N/A BE THE CON AVAILABLE AND ARE NOT GUARANTEED A ME DEVELOPER OR ENGINEER TO BE ACCURATE AS TO LOCATION AND DEPTH. IT SHALL BEFORE REQUESTING FINAL PAYMENT.BE ME CONTRACTOR'S RESPONSIBILITY OT VERIFY LOCATIONS OF ADJACENT AND/OR CONDUCTING CONSTRUCTION SUFFICIENTLY IN ADVANCE OF HIS BORE HOLE ,:'.I N/A ACTIVITIES IN ORDER THAT HE MAY NEGOTIATE SUCH LOCAL ADJUSTMENTS AS NECESSARI'IN ME CONSiRUGZON PROCESS TO PROVIDE ADEQUATE ®® I� p{ c CLEARANCES. A ® O R E ®` I A T I 0 N 7 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL EXISTING UTILIZES,SERVICES AND STRUCTURES ASPH ASPHALT FW FIRE WATER OCEW ON CENTER EACH WAY ENCOUNTERED,WHETHER OR NOT THEY ARE INDICATED ON THE PLANS. ANY DAMAGE TO UTILITIES RESULTING FROM THE CONTRACTOR'S (� OPERATIONS SHALL BE RESTORED AT HIS EXPENSE. TO AVOID UNNECESSARY INTERFERENCES OR DELAYS,THE CONTRACTOR SHALL COORDINATE BC BACK OF CURB G GAS ONE OVERHEAD ELECTRIC1— ` ALL UTILITY REMOVALS,REPLACEMENTS AND CONSTRUCTION NTH THE APPROPRIATE GOVERNING AUTHORITIES,THEN B-S BACK TO BACK OF CURB GI GRATE INLET R RADIUS REQUEST WRITTEN AUTHORIZATION FROM THE ENGINEER.THE DEVELOPER WILL NOT BE LIABLE FOR DAMAGES DUE TO DELAY AS A RESULT OF THE ABOVE, BM BENCHMARK CM GAS METER RCB REINFORCED CONCRETE BOX ° 10.DAMAGE TO EXISTING FAOUTES ALL UTILITIES,PAVEMENT,SIDEWALKS,WALLS,FENCES,ETC.NOT DESIGNATED TO BE REMOVED BUT THAT BW BOTTOM OF WALL HDPE HIGH DENSITY POLYETHYLENE PIPE RO RECESSED CURB INLET ARE DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO A CONDITION AS GOOD AS OR BETTER THAN THE CONDITIONS PRIOR TO CAN CABLE TV HDWL HEADWALL RCP REINFORCED CONCRETE PIPE STARTING THE WORK,SOLELY.AT THE EXPENSE OF THE CONTRACTOR. CPS CUSS FEET PER SECOND HMAC HOT MO ASPHALTIC CONCRETE RCCP REINFORCED CONCRETE Cl20. CURD INLET HOR2 HORIZONTAL CYLINDRICAL PIPE WRITTEN FIRE AND LIFE SAFELY SYSTEMS: CONTRACTOR SHALL NOT REMOVE,DISABLE OR DISRUPT EXISTING FIRE OR LIFE SAFETY SYSTEMS WITHOUT HP HIGH POINT REINF REINFORCED WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. CMP CORRUGATED PIPE CO CLFANOUT HVAC HEATING,VENTILATION AND RL RIDGE LINE TIM TRENCH SAFETY: IT SHALL BE ME RESPONSIBILITY CONTRACTOR OF THE CONTRACTOR TO PROVIDE AND MAINTAIN A VIABLE TRENCH SAFETY SYSTEM AT ALL AIR CONDITIONING ROW RIGHT OF WAY 0 TIMES DURING CONSTRUCTION ACTIVITIES.THE CONTRACTOR IS DIRECTED TO BECOME KNOWLEDGEABLE AND FAMILIAR WITH ME STANDARDS AS SET CONC CONCRETE IRR IRRIGATION RT RIGHT p BY THE OCCUPATIONAL BAFEIY AND HEALTH ADMINISTRATION(OSHA)AND THE STATE OF TEXAS TAW COAST CONSTRUCT JB JUNCTION BOX CONCERNING TRENCHING AND SHORING, THE CONTRACTOR SHALL PROVIDE TRENCH SAFETY SYSTEM PLANS,PREPARED AND SEALED BY A OL CENTER LINE SF RIGHT FEET PROFESSIONAL ENGINEER,LICENSED IN ME STATE OF TEXAS,FOR THE IMPLEMENTATION OF SAFETY CONTROL MEASURES,MEETING THE JT JOINT SD STORM GRAN p N _ REQUIREMENTS OF THE GOVERNING AUTHORITIES,THAT WILL BE IN EFFECT DURING THE PERIOD OF CONSTRUCTION OF THE PROJECT. IXAO DOUBLE CxE4H0UT JT LINEAR FEET SQ STORM 0 p 22.SAFETY RESTRICTIONS-WORK AFAR HIGH VOLTAGE LINES: ME FOLLOWING PROCEDURES WILL BE FOLLOWED REGARDING ME SUBJECT ITEM CIA DIAMETER LP LOW POINT $$ SANITARY SEWER Q Y ON THIS CONTRACT: DIP DUCTILE IRON PIPE 6W DOMESTIC WATER LT LEFT STA STATION D- a a O B A WARNING SIGN NOT LESS THAN FIVE INCHES BY SEVEN INCHES PAINED YELLOW WITH BLACK LETTERS THAT ARE LEGIBLE AT 12 FEET SHALL MIN MANHOLE 51' SQUARE yppp ® 2 D] M1 M 6E PLACED INSIDE AND OUTSIDE VEHICLES SUCH AS CRANES,DERRICKS,POWER SHOVELS,DRILLING RIGS,PILE DRIVER,HOISTING EQUIPMENT OR EL El£/A710N m SIMILAR APPARATUS.THE WARNING SIGN SHALL READ AS FOLLOWS: 'WARNING-UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF N/A NOT APPLICABLE T TELEPHONE HIGH VOLTAGE LINES." SON ELECTRIC MANHOLE NO NATURAL GROUND(EXISTING) TIC TOP OF CURB < ® ® M O Z M EP EDGE OF PAVEMENT I` S.EQUIPMENT THAT MAY BE OPERATED WITHIN TEN FEET OF HIGH VOLTAGE LINES SHALL HAVE AN INSULATING CAGE-TYPE OF GUARD ABOUT E PORT OF CURVATURE To TOP OF GROUND Z m BOOM OR ARM,EXCEPT BACKHOES OR DIPPERS,AND INSULATOR LINKS ON THE LIFT HOOK CONNECTIONS, IX EXISTING PCC POINT OF COMPOUND CURVATURE TMH TELEPHONE MANHOLE ai _rn Y m FC FACE OF CURB 3 O C.WHEN NECESSARY, WORK WITHIN SIX FEET OF HIGH VOLTAGE ELECTRIC ONES,NOTIFY ME POWER COMPANY WHO WILL ERECT TEMPORARY PI POINT OF INTERSECTION TAB TOP OF BANK W O m 9i O MECHANICAL BARRIERS, ACTENERGIZE THE LINE OR RAISE OR LOWER THE LINE.THE WORN DONE BY ALL POWER COMPANY SHALL BE AT THE F-F FACE TO FACE Of CURB FIy PAST INDMRTDR VALVE TOS N O EXPENSE OF ME CONTRACTOR.THE NOTIFYING DEPARTMENT SHALL MAINTAIN AN ACCURATE LOG OF ALL SUCH CALLS TO THE POWER COMPANY AND FIFE FINISHED FLOOR ELEVATION TOE OF��SHALL RECORD ACTION TAKEN IN EACH CASE. PL PROPERTY LINEFH 7P TOP OF PAVEMENT D.THE CONTRACTOR IS REQUIRED TO MAKE ARRANGEMENTS WITH THE POWER COMPANY FOR THE TEMPORARY RELOCATION OR RAISING OF HIGH FIRE HYDRANT PP POWER POLE 1W TOP OF WALL VOLTAGE LINES AT ME CONTRACTOR'S SOLE COST AND EXPENSE. SHEET FTA FORCE MAN E. NO PERSON SHALL WORK WITHIN SIX FEET OF A HIGH VOLTAGE LINE WITHOUT PROTECTION HAVING BEEN TAKEN AS OUTLINED FIBER OPTICS PRO POINT OF REVERSE CURVATURE TYP TYPICAL NE0 IN PARAGRAPH C. FP FINISHED PAD PROP PROPOSE) USE UNDERGROUND ELECTRIC ABOVE. FPS FEET PER SECOND PT POINT OF TANGENCY VCP VffRIFIED CLAY PIPE FL FLOW LINE PVC POLYVINYL CHLORIDE PIPE W WATER cl■ PVMT PAVEMENT WV WATER VALVE F\30445-D1\44$Oi N75 dlvg modTiad by rhamll of Feb 77, 2066-1:3Snm I N01'46'57"E — 212.00' o CPS �I I� 10'UTILITY EASEMENT _ j - ----------- -- ---- m 05 CONSTRUCT BARRIER 25'BUILDING SETBACK ro FREE RAMP CAUTION it o$ CONTRACTOR IS TO CONTACT TEXAS ONE-CALL _ SYSTEM(1-8Q0-245-4545)OR OTHER UT'g �— , 0 m LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO I•. ( �; CONSTRUCTION ACTINTIES.BURY&PARTNERS IS o 4 A®�' 38 ° 8 90' NOT RESPONSIBLE FOR KNONING ALL EXISTING _z SPA®9'-0' t FUIFIRE T PARKING I, 2 V.A N/C ( UTILITIES IN THE PROJECT AREA Nat FOR 1- a VA / VAN ( DEPICTING THE EXACT LOCATIONS OF UTILITIES ON 0 10 20 30 40 THESE DRAWINGS i"=20' W D /a zFw 'W POLE SIGN 9' _) 8' B' j W/10'SETBACK (TYP,) 5, /' (TYP,) r✓ _ o WAF NOi°4857"W-212.00° 172.00' -- - -40.00 8 m 8. , Y sPa 9'm2� t sPA-(o e'e 4 W c 1-/D At ALL DIMENSIONS SHOWN ARE TO FACE OF sHERRaO eae 7 0 I CURB UNLESS OTHERWISE NOTED 88442° i s Se`i0`s�`s2� LANDSCAPE PLANTER LANDSCAPE PLANTERS LANDSCAPE PLANIER i I3 OCa I; N II I m S I 3 ® a GENERAL NOTES-LAYOUT &DIMENSIONAL CONTROL I 0 — I; 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET C1.1 "GENERAL CONSTRUCTION NOTES,LEGEND AND z _) ABBREVIATIONS"FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 00 (� PU - 2. SURVEYING: ALL SURVEYING REQUIRED FOR CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE Z) ` �.t CONTRACTOR. THE DEVELOPER SHALL PROVIDE THE PROPERTY CORNERS AND TWO BENCHMARKS FOR USE AS co z �rOp®Sell dl _-___-__ HORIZONTAL AND VERTICAL DATUM. THE CONTRACTOR SHALL EMPLOY A REGISTERED PROFESSIONAL LAND SURVEYOR Z TO PERFORM ALL ADDITIONAL SURVEY,LAYOUT AND MEASUREMENT WORK NECESSARY FOR THE COMPLETION OF THE 'f PROJECT. 1 ;I La- -Bo N�_ oCL f - 4,652 s W O 3. PROTECTION OF PROPERTY CORNERS AND BENCHMARKS: THE CONTRACTOR SHALL PROTECT ALL PROPERTY 12' a 1p 00 CORNER MARKERS AND BENCHMARKS,AND WHEN ANY SUCH MARKERS OR MONUMENTS ARE IN DANGER OF BEING 11 O Q' N DISTURBED,THEY SHALL BE PROPERLY REFERENCED AND IF DISTURBED,SHALL BE RESET BY A REGISTERED PUBLIC o FF=537M 0 SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. pTp 9n I 4. DIMENSIONAL CONTROL: ALL PAVING DIMENSIONS AND COORDINATES SHOWN ARE TO FACE OF CURB WHERE - 8' N APPLICABLE. ALL DIMENSIONS SHOWN AT PI CURB POINTS ARE AT THE INTERSECTION OF THE FACE OF CURB. M 5. CURB RADII: ALL CURB RADII SHALL BE 2'TO FACE OF CURB UNLESS OTHERWISE NOTED. -- j 24, 98' 10' GO 8. BUILDING DIMENSIONS: CONTRACTOR SHALL REFER TO BUILDING PLANS FOR ACTUAL BUILDING DIMENSIONS. THE 00 .-.._-_ DIMENSIONS AND CORNERS SHOWN ARE TO FACE OF OUTSIDE WALLS OF BUILDING. fi I I f TRANSFORMER O MAnOJ eT za a co I n ! 12' 32' --- -� m SPA11®a'®to' -- -- � 2 63 _ _ -- — N01'46'57"W — — a i m I (j Tw.} DL8C O O t 12 SF,A 0 '@908' �� 1 y O CU 22.0I 0 SPA®9®i FUTU RE�I PARKING 172.00' 18.00' S01'46'57"W — 190.00' I 1 o FREE EDGE CURB EE EDGE CURB I FREEIEDGERB Or ;PARKII IG o1I RE; � Lf � _ o S 0 FUTURE PARKING � I � � p .p m O - ..L a _ �D n I -- z - rc -- LL m SHEET BENCHMARK; BM#1=539.70 BOXCUT FOUND ON INLET t 500'SOUTH OF STARS&STRIPES WAY ON THE WEST SIDE OF F.M.2499 C THE SOUTHEAST CORNER OF THE'ROOMS TO Go,PARKING LOT. F\30445-01\44501DIM.cf-m difisd by h-1 at Feb 13, 006-1:31pm ^ ^ , ~ ' '--533 12. LANDSCAPE AREA& ALL LANDSCAPE AREAS AND OTHER DISTURBED AREAS WITHIN THE LIMITS OF THE PROPERTY NOT DESIGNATED TO BE PAVED 0 >_ Z - "7"E — 212.00' _ -- t0'UTILITY Y- 'I- - -- -- - ------------539 - 538-�/--------- --Y o '�, 5 m ff 40' --_-- 1` 25'BUILDING SETBACK CAUTION II $ t I� f- 537 CONTRACTOR IS TO CONTACT TEXAS ONE-CALL i — — — .' LOCATING SERVICES AT LEAST 46 HOURS PRIOR TO cd p I _-� �—� CONSTRUCTION ACTIVITIES.BURY&PARTNERS IS NOT RESPONSIBLE F NOVANG NOR EXISTING -x'�4... 5 (I �( UTILITIESPROJECT AREA FOR sar I \ VAN VAN T m - DEPICTING THE EXACT LOCATIONS OF UTILITIES ON 0 10 20 30 40m e$ THESE DRAINNGS. Z _ � w Inn M I — I; dd , 1 ( 5 - =�1 LEGEND ,� I * *f U ---- - SF SILT FENCE f* 91EWtOD eIBB 44 INLET PRonecnoN 88 2 ° 11'� �? NS 2 s \as\` AL Gad' N STABILIZED CONSTRUCTION __... ENTRANCEob FINISHED SLOPE z � GENERAL NOTES-EROSION CONTROL m - - _ j 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES,LEGEND ✓3�� �'] __ � N _— AND ABBREVIATIONS"FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. - a Proposed yy�� 2 SWP3 COMPLIANCE: THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH THE CONDITIONS OF 1 La_Z—Bo THE STORM WATER POLLUTION PREVENTION PLAN(SWP3)WHILE CONDUCTING HIS ACTIVITIES ON THIS 14,661 S J6 PROJECT. IN ADDITION i0 CONSTRUCTING THOSE ITEMS INDICATED ON THE PLAN SHEETS,COMPLIANCE J S J T WITH THE SWP3 INCLUDES CONFORMANCE TO CERTAIN PRACTICES AND PROCEDURES(IDENTIFIED IN THE r (SWP3)DURING PROJECT CONSTRUCTION THE SWP3 PLANS AND DOCUMENTS ARE PROVIDED FOR THE - _-FF 637.00 j I ll — SOLE BENEFIT OF THE CONTRACTOR AS A PLANNING TOOL FOR COMPLYING WITH THE ENVIRONMENTAL REGULATIONS OF THIS PROJECT, THE CONTRACTOR IS EXPECTED TO PROVIDE,EXPAND,SUBMIT AND MONITOR A FULL COMPREHENSIVE SWP3 BEYOND WHAT IS HEREIN PROVIDED, 3. BMP INSTALLATION: PRIOR TO COMMENCING GRADING OPERATIONS,THE CONTRACTOR SHALL INSTALL ALL SWP3 MEASURES AND DEVICES AS INDICATED ON THE EROSION&SEDIMENT CONTROL - PLAN. ALL SWP3 MEASURES AND DEVICES SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND cc z DETAILS SHOWN IN THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS CONSTRUCTION"BEST 00 MANAGEMENT PRACTICES"(BMP)MANUAL,OR AS MODIFIED BY THE CONTRACT DOCUMENTS. 'V) 4. CLEANING,REPAIR AND MAINTENANCE: THE CONTRACTOR SHALL REFER TO THE SWP3 FOR SEQUENCING OF CONSTRUCTION,INSTALLATION OF NEW EROSION CONTROL DEVICES AND CLEANING, REPAIR AND MAINTENANCE Of EXISTING EROSION CONTROL DEVICES. THE CONTRACTOR SHALL REVISE, `r RELOCATE AND/OR ADD DEVICES TO REFLECT ACTUAL SITE CONDITIONS AND TO ACCOMMODATE uj LOCATIONS FOR CONSTRUCTION TRAILER AREAS,STORAGE AREAS,FUELING AREAS,TOILETS,TRASH -_ 5 I, RECEPTACLES AND WASHOUT AREAS. ANY ACCIDENTAL RELEASE OF SEDIMENT OR POLLUTANTS FROM THE SITE SHALL BE CLEANED BY THE CONTRACTOR. EXIT LATIONS SHALL BE ? \ CONTRACTOR IN A ONDNION�TH.ATSITE WILLENTRY PREVENTDTRACKINOGCOR FLOWING OF SEOMENTINED BY THE ONTO PUBLIC ---- =--- _ \\\ __yl _ ft0A0WAY5. ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC ROADWAYS MUST I ) -- Tj BE REMOVED IMMEDIATELY. WHEN WASHING OF VEHICLES IS REQUIRED i0 REMOVE SEDIMENT PRIOR TO I I\ 1 I " ENTRANCE A PUBLIC ROADWAY, SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE �'i WHICH DRAINS SS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC LLJ S z j S II { 5'S �I ROADS SHALL BE PAID BY THE CONTRACTOR. _ 6. PROTECTION OF ADJACENT PROPERTY: CONTRACTOR SHALL ASSUME FULL LIABILITY FOR DAMAGE TO ADJACENT PROPERTIES AND/OR PUBLIC RIGHT-OF-WAY RESULTING FROM FAILURE TO FULLY uj `" IMPLEMENT AND EXECUTE ALL EROSION CONTROL METHODS AND PROCEDURES SHOWN AND NOTED IN �. THE PLANS AND 5WP3. 7. RE—VEGETATION: AT THE COMPLETION OF PAVING AND FINAL GRADING OPERATIONS,ALL < DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE LANDSCAPE ARCHITECTS PLANS. IN AREAS NOT COVERED BY LANDSCAPE PLAN,THE CONTRACTOR SHALL PROVIDE HYOROMULCH ' SEEDING AND/OR SODDING FOR ALL DISTURBED AREAS(NOT DESIGNATED TO BE PAVED)IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES'SPECIFICATIONS. { BMP REMOVAL THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SEDIMENT BARRIERS AND 1 53}• ' ` ��\y 1 ( u� 57".... _ _ INLET PROTECTION AFTER VEGETATION HAS BEEN COMPLETED AND ALL AREAS OF THE SITE HAVE BEEN STABILIZED AND ACCEPTED BY THE GOVERNING AUTHORITIES AND THE DEVELOPER. _j L --- II 0 Z RL---- s c � w � r cc F_ _ I S01.46 -W — 190.00' — — 17) SF,.K,.,... - SF Mri / 5�rt � I �{ c"I � o .. d In 2 N 0 U L:. d I I i SHEET BENCHMARK BM#1=539.70 BOXCUT FOUND ON INLET z 500'SOUTH OF STARS&STRIPES WAY ON THE WEST SIDE OF F.M.2499©THE SOUTHEAST CORNER OF O THE'ROOMS TO GO'PARKING LOT. F:\30445-01\44501EST.dwg m difie,U by rhamil at Fab 13. 2006 -1:32pm GRAPEVINE MILLS PARKWAY (FM 2499) a AUTION P 2' i0i R IS TO CONTACT TEXAS ONE-CALL . _ § SYSTEM 4545 OR OTHER UTTOTY ONNAACTNTIES.RY&PARTNER PARTNERS IS LOCATING AT LEAST 48., SIBLE FOR KNOWING ALL EXISTING I f�l z r2 e y ' THE PROJECT AREA NOR FOR HE EXACT LOCATIONS OF UTILITIES ON 0 20 40 60 80 1 ANGS. E66 0.53 z � o LEGEND �l ? Al DRAINAGE AREA DESIGNATION! DRAINAGE AREA(ACRES) _ B 01 00 �""""2 _ __ -_ " -- ___ _ _______ _______ _ _____ ______ _ _____ DRAINAGE AREA BOUNDARY f� 8� 64 I... �enmro aimn« e xo.. DIRECTION OF FLOW ___ A L F'-7- j - z 77 A I " i i _ = DRAINAGE AREA QA=Ln0lAS AREA (a �Es)(rna)(uLT)gNXR) ° AA 0.53 10 0.90 11,40 (5.44) g 8 0.82 10 0.90 11.40 8.41 I _- '4r C 0.35 10 0.90 11.40 3.59 ui D 11.40 0.21 002 10 090 ui E 0.14 1 10 0.90 11.40 1.44 Pro F 0.20 10 0.90 11.40 2.05 -B pp La-Z-Bo G 0.75 10 0.90 11.40 7.70 14.652s Q BEY ,a.�: 1.-. �A r� <T. FUTUR ffi=537.p0 I 7,000 H 014 10 090 it 40 144 0.35__. y 0.20 3.592.05 -- 'I. 1 I .14 1. } ...-. �I � ) S r SFr ��� _�-� Aluj a p®y -- _-' _. 1 ---- - FUTURE RETAIL 22,125 sf k i x f I +`I 1 � 1 i I t I r $$ -- ----- -w I - m ® Z V yy O SHEET BENCHMARK: BM#1=539.70 SOXCUT FOUND ON INLET i 500'SOUTH OF STARS&STRIPES WAY ON THE WEST SIDE OF F.M.2499 @ THE SOUTHEAST CORNER OF C4.1 THE ROOMS TO GO'PARKING LOT_ E\30445-07\44501DAM.dwg madified by rhamH of Feb 16, 2006-1:30pm ------ ---- -7 To'UTILITY EASEMENT ---------- ------- --------- --------------------------------- 25*BUILDING SETBACK- CAUTION CONTRACTOR IS TO CONTACT TEXAS ONE-CALL SYSTEM I OR OTHER UTILITY a HOUR 2rA LOCATING;=GE 4 S PRIOR TO CIS CONSTRUCTION ACTIVITIES.BURY&PARTNERS IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING z THE PROJECT AREA NOR FOR TIES IN 1 7 DEPICTING THE EXACT LOCATIONS OF UEUTI 0 10 20 30 40 THESE ES ON . t DRAWINGS. 1 =20' t�z B& 4 STA.2+4 CONSTRUIM_t� GENERAL NOTES-STORM DRAIN S TOP 534,75 HERROD Bill FL WO.75 Q -8.41,CFS 1. GENERAL CONSTRUCTION NOTES:' REFER TO SHEET C1.1"GENERAL CONSTRUCTION NOTES,LEGEND AND 88442 ABBREVATIONS"FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. Sim 4 N II 7. PROTECTION OF UTILITIES: THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND %, PROTECTION OF ALL UTILITY POLES,FENCES,TREES,SHRUBS,GAS MAINS,TELEPHONE CABLES,ELECTRIC CABLES, DRAINAGE PIPES,UTILITY SERVICES,AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND. +1 3 P STORM DRAIN PIPE UNLESS OTHERWISE NOTED ON THE DRAWINGS,ALL PIPE FOR PUBLIC STORM DRAIN IMPROVEMENTS MENTS SHALL BE REINFORCED CONCRETE PIPE i CLASS IT, STORM DRAIN PIPE., UNLESS OTHERWISE NOTED ON THE DRAWINGS,ALL PIPE FOR PRIVATE STORM DRAIN 4' PRIVATE IMPROVEMENTS SHALL BE AS FOLLOWS: z GREATER THAN 36": REINFORCED CONCRETE PIPE i CLASS III 15*THROUGH 36": REINFORCED CONCRETE PIPE(POP),CLASS IT OR CL HIGH DENSITY POLYETHYLENE PIPE(HOPE),N-12 Proposed 4"THROUGH 12": POLYVINYL CHLORIDE PIPE(PVC),SDR-35,OR z La-Z-Boy HIGH DENSITY POLYETHYLENE PIPE(HOPE),N-12 14,652 sf 5. RCP JOINT SEAl REINFORCED CONCRETE PIPE JOINTS SHALL BE SEALED WITH RAMNECK OR APPROVED a: EQUAL. FF=537,00 6 GROUTING: ALL PIPE ENTERING PUBLIC STORM DRAIN STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHT CONNECTIONS. 7. CONCRETE COLLARS: CONCRETE COLLARS SHALL BE INSTALLED AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THAT ARE PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT MANUFACTURER. a: 8. ROOF DRAINS: THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ROOF DRAIN LATERALS WITH 0 BUILDING PLANS FOR DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE(5)FEET FROM BUILDING AT 12"BELOW FINISH GRADE FOR CONNECTOR OF DOWNSPOUTS, 9. ADJUSTMENT OF STRUCTURES ALL STORM DRAIN STRUCTURES INCLUDING MANHOLES,INLETS AND CLEANOUTS MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO,AND AFTER,PLACEMENT OF PAVING 1 7 AND GRASSING. GUl TREl BRAIN 3Z eSD ON TOP 4.l EL 12!1 I OIDD-0.21 CPS CAL 1+05.73- �TA. 00 1_18'W'WYE En CONNECTION "C-2' BEGIN I VSD PIPE L F _ 11I, 528.60 FIL 528,85 x Lu --- -------------------- uj 0 u <0- m 0 Z Cc I Iz ON" m U 0 SIT 0_w"Ku'N�I STA.0+41.00 'A'P.T. TOP VZ50 CURB INLET r7 FL 13 528.50 1 2eSD ON ZIOX C4 LL. 0 END'I'll PIPE 12 DIM-Z05 CPS CO 0 67 TLOP18PIM65 Qjw-0.21 CIFS \\�\�� 0 S;&-9+414 �11_ 111 0+00.00-"A' 8 WrE CONNECTION AP BE PIPE 9li I C FL 24'521.66 'a P.T. mosmonswmm F- BEGIN 18"SD PIPE 24.Is 525.1 00 21'SD ON 7.50% —187SD ON 11,50% 525.6 STA.1+44-AS-'13* C W52 1w EN G 8'SDro STA.14,60,138-'A". FLD PLU 1 18"527.85 -B' I-'j"21 VE CONNECTION BEGIN 21'SD PIPE 4_ STORM SEWER CENTERLINE CURVE DATA F 2t 525-04 'a* 1 52616 STA_1+18.15- CURVE DELTA RADIUS TANGENT LENGTH CHORD CHORD FARING FL 21 00- -P-C a M I I I CONNECTION BEGIN 18'SD PIPE FL 2� N IN 1WSD PIPE 526 CV.: 24"21'02" 3,74 79'36'26'E BEGIN FL I F 524!E90 FL 2 527120 F I B:527,02 9-2 ] I II CV2 21�0247" W 14 S� 2 S 08'44'26'E 2S.1I) in 2532 N 1-1111 m 6 j II z v V) 00 1 IZ SHEET BENCHMARK BM#1�539,70 BOXCUT FOUND ON INLET 500'SOUTH OF STARS STRIPES WAY ON THE WEST SIDE 0'F.M.2499 @ THE SOUTHEAST CORNER OF Cl IT THE HOOPS TO GO'PARKING LOT F:\30>45-01\44501STMA gdifwd by in-:1 at Feb 13, 2006 1:35,,m NOt'46'57"E — 212.00' (< 21 _ (a I 10'UTILITY EASEMENT __ z :I` 25'BUILDING SETBACK CAUTION H CONTRACTOR IS TO CONTACT TDtAS ONE-CALL 'S B00-245- )- 4545 OR OTHER UTILITY SYSTEM(1 LOCATING SERVICES ACT AT LEAST 48 PARS PRIOR TO Lz INSTALL: II CONSTRUCTION ACTIVITIES.BURY A PARTNERS IS i z wq NOT RESPONSIBLE FOR KNOWING ALL EXISTING 1-B"x8'TEE ( UitU71ES IN THE PROJECT AREA NOR FOR .4- VALVES ffA ll , I DEPICTING THE EXACT LOCATIONS OF UTILITIES ON 0 10 20 30 40m.. iN � 2-8" 1-6'VALVE =. THESE DRAWINGS. 1"=20' I` 1 1-a'PLUG c.H 1-FH i I'I f e'W 6•W I '., 3' GENERAL NOTES- UTILITIES GENERAL CONSTRUCTION NOTES REFER TO SHEET C1.1 "GENERAL CONSTRUCTION NOTES,LEGEND AND , Ts INSTALL• '` I �� 22' ABBREVIATIONS"FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT, ® ®\\ �2-8 45 BENDS 2. INSPECTION AND TESTING THE CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PYt --.,—__. '`_ II APPROPRIATE GOVERNING AUTHORITIES PRIORTO BACKFILLINGOTRENCHESNFORCALL UTILITIES.¶ II f & TRENCH COMPACTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TO A MINIMUM OF I SHERRW 8188 ®T it 95%STANDARD PROCTOR IN AREAS OF PROPOSED AND FUTURE PAVEMENT AND ALL AREAS EXCAVATED AT THE ,®10'b 88N52(? BUILDING FOOTINGS FOR UTILITY SERVICE ENTRIES. TRENCHES WHICH LIE OUTSIDE THESE AREAS SHALL BE COMPACTED TO A MINIMUM OF 907 STANDARD PROCTOR. ?s Q L l \\SSION L EN li 'I 4. CONFLICTS: THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID 18' n CONFLICTS AND TO ASSURE PROPER DEPTHS ARE ACHIEVED..IN THE EVENT OF A CONFLICT BETWEEN WATER LINES z A.3 Kai/ AND STORM DRAIN OR SANITARY SEWER PIPING,THE CONTRACTOR SHALL ADJUST THE WATER LINE DOWNWARDS IN SUCH A MANNER 50 THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON THE PIPE DEFLECTION AND JOINT STRESS 3 ARE NOT EXCEEDED. S. CONNECTION TO EXISTING UTIU71ES: THE CONTRACTOR SHALL VERIFY THE SIZE,TYPE,ELEVATION,CONFIGURATION, -;� ANO ANGULATION OF EXISTING WATER,SANITARY SEWER AND UTIIJTY LINES PRIOR TO CONSTRUCTION OF TIE-IN ' )00 'i MATERIALS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING FACILITIES DAMAGED BY HIS I jl ACTIVITIES. Z) i Ili 8. WATER METERS: THE CONTRACTOR SHALL ACQUIRE BOTH DOMESTIC AND IRRIGATION METERS FROM THE GOVERNING AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING METERS INSTALLED IN BOXES AND Proposed ) CONNECTING PUBLIC TO PRIVATE WATER LINES. I; CONNECT TO EXIST. j .i NSTAUU La_ -BOy i1 O I 7. PIPE COVER: TOP OF ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET. . CL 1-8'x8'TEE 14,652 sf Do 8. HORIZONTAL BLOCKING: HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY,HOWEVER, = 'I 1-8'VALVE �' : 1-8'x6'REDUCER N _ BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE N9TH THE GOVERNING AUTHORITIES'STANDARD DETAILS'. 1-2'IRR.METER W// FF=537.00 �- -) BACKFl.OW PREVENTER J I 9. THRUST BLOCKING, THRUST BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING I ) i-8'DETECTOR CHECK I; �. Lu AUTHORITIES'STANDARD DETAILS. DO NOT COVER BELLS OR FLANGES WITH CONCRETE. THE CONTRACTOR SHALL Wa'METER&VAULT M REMOVE EXISTING THRUST BLOCKING OR RESTRAINTS WHERE NECESSARY TO ALLOW THE WORK TO PROCEED,AND SHALL REPLACE THE THRUST BLOCKS WHERE REQUIRED, THE COST TO REMOVE,REPLACE OR PROVIDE THRUST BLOCKING 'i O SHALL BE INCLUDED IN THE CONTRACT AMOUNT. �pO 10, ADDITIONAL BENDS THE CONTRACTOR SHALL SUPPLY AND INSTALL ANY ADDITIONAL BENDS WITH THRUST � BLOCKING AND OTHER APPURTENANCES REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. ' .I II THE CONTRACTOR MAY PULL PIPE AS NEEDED AT THE BENDS WHERE THE DEFLECTION ANGLE OF THE PIPE DOES NOT MATCH THE ANGLE OF THE BEND PROVIDED THE PIPE DEFLECTION IS WITHIN TOLERABLE MANUFACTURERS LIMITS. THE I,I INSTALL• COST FOR ADDITIONAL BENDS AND BLOCKING SHALL BE INCLUDED IN THE CONTRACT AMOUNT. J 1-FIRE DEPARTMENT \ l 11. POLYETHYLENE WRAP: ALL VALVES,DUCTILE IRON AND CAST IRON PIPE,FITTINGS AND SPECIALS SHALL BE CONNECTIGN II POLYETHYLENE WRAPPED. I I 12. ADJUSTMENTS THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLES,CLEANOUTS,VALVES,BOXES, VAULTS AND HYDRANTS TO FINAL GRADE. THE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT. SS LATERAL 11 APPURTANANCES: ALL VALVES AND OTHER APPURTENANCES ON ALL FIRE PROTECTION LINES SHALL BE UL/FM FL El'525.30 ..._—_.__--___ APPROVED. THE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT. TE I WYE CONNECTION -1 I \ L TJ INSTALL 54 lF OF 8' ii ' 14. FIRE PROTECTION WORK: ALL FIRE PROTECTION WORK MUST BE PERMITTED AND APPROVED BY THE GOVERNING � I I AUTHORITIES FIRE DEPARTMENT. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED PRESSURE TESTS ON THE FIRE j PROTECTION LINES TO THE SATISFACTION OF THE FIRE MARSHALL FOR THE GOVERNING AUTHORITY AS WELL AS THE UJI 192 SS SERVICE 01.048 DEVELOPERS'INSURANCE CARRIER. MINIMUM GRADE WITH ' CLEANOUTS PER 15. SANITARY SEWER PIPE: ALL SEWER PIPE SHALL BE SDR-35,IN ACCORDANCE WITH ASTM SPECIFICATIONS -) PLUMBING CODE D-3034 FOR 4"THROUGH 15",AND ASTM F-879 FOR 15"THROUGH 27". A 1 � ® U i6. WATER PIPE: ALL WATER MAINS 4 INCH THROUGH 12 INCH SHALL BE C-900(SDR-16). WATER MAINS 14 Q INSTALL 95 LF RVICE 0 .0 8' l INCH THROUGH 35 INCH SHALL BE C-905(SOR-13). SS J ro EANO GRADCLEANOUTS PEPLUMBING R WITH r - 'li ; CLEANOITS PER -1 If f_E ky 01'46'57>, 22.00 h u mJ it I STA.1+60 20 a (I o CONSTRUCT 4'STD.MH To 6'SS LAT(WEST) IICO ,� STA.0+0000 'A TOP 531.80 OJ z :I ' �` FL 8'S23.78 OU �% /../ - _---REMOVE Ek CONNECT TO EXISTING (( \\\ 'j'— -- ----'-------------' FL 6 523.98(IN) 8'SS SERVICE r� I �, FL B'522.63 S01'46'57"W — 190.00' I I � 1 ' — — — — — — _ — —— o I Q , — — —: — F i92i ` o 0 ii a'ss ON 0.6ox `\\ J o tSTA. 05.00-'A' (D CT 4'STD.MH.00 WITH 9"SS 9TUBOUT � C42.85((OUit 285(IN) c G s n SHEET BENCHMARK: BM 41=539.70 BOXCUT FOUND ON INLET±500 SOUTH OF STARS 8 STRIPES WAY ON THE WESTSIDE OF F.M.2499@THE SOUTHEAST CORKEROF C5.1 THE ROOMS TO GO'PARKING LO I. F;\30445-01\44501UTL-d,,g modified by rh-11 at Feb 13, 2006-1:36pm N01'46'57'E - 212.00' o 10'UTILITY EASEMENT �� m O m I" ----------- -- ---- ------------------------------ --------- TO { I' CALI I N!! G� g 25'BUILDING SET9ACK sllE cornRaaoR RBxFcacEo coxcreEre CONTRACTOR IS TO CONTACT TEXAS ONE-CALL REFER m PWV o, o I`.I Flu.UNOSt-E 2 lH aacss. SYSTEM(1-800-245-4545)OR OTHER UTIUN ( .9 I NG To to N LOCATING SERVICES AT LEAST 48 HOURS PRIOR TOI OF IF O '. -vi - - - -- -- -- - - - - - - - - - - - - _- c" a•a CONSTRUCTION ACTIVITIES BURY&PARTNERS IS " ' -..r �4 I ( I 1 I NOT RESPONSIBLE FOR KNOWING ALL EXISTING CIS O e a A B`I z -R. UTILITIES IN THE PROJECT AREA NOR FOR 5'1LIGHT DU PAVEME T 1 0.1 _ 5 ILIGHT DU 1h PAVWE�JT--1-- FUTURE �- - - DEPICTING THE EXACT LOCATIONS OF UTILITIES ON I� 1•.I 1 I " �'- I 1 1 P THESE DRWNS 0 10 20 30 40AVEMENT i 8 / 1"=20' z i �i I I I j 1 1 I I 1 1± 1 ! REFER GENERAL NGiES � �o ��a FOR 9U&iP1DE Z =a�+�A v 9 PREPAMnON s• BA D0#vPAti•Eta TNT--1 1 1 I i 1 0.1 INTEGRAL CURB DETAIL GENERAL NOTES-PAVING j -- - - - �---i --�-- -- Y " 1-----I-- N.TA 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET CIA "GENERAL CONSTRUCTION NOTES,LEGEND AND ABBREVIATIONS"FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. RBxFo nm coxcRro I �1 I �,MIXPnvs P R R w 2F PROTECTION OF EXISTING IMPROVEMENTS: HE CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING U LI ES,BUILDING \` 5--ILIGHT DUTIV PAVEMc 1 5kIGHT D_UTIY PAVEME T I •\� n Jo r�r c sFAIANr FOR TxIeK"�"' FOUNDATION OR OTHER SITE STRUCTURES DURING PAVEMENT OPERATIONS ®® -- -- 1 xMKsaPE F. 3. SUBGRADE PREPARATION: PREPARATION OF SUBGRADE UNDER PAVED AREAS SHALL BE PERFORMED IN ACCORDANCE WITH THE \® -IS t. GOVERNING AUTHORITIES'SPECIFICATIONS OR THE GEOTECHNICAL REPORT. THE MORE RESTRICTIVE REQUIREMENTS SHALL APPLY, j •g ga aws PREPARATION OF THE SUBGRADE FOR PAVING WITHIN RIGHT-OF-WAY,ACCESS EASEMENTS AND/OR FIRE LANES SHALL NOT BE SHERROD BIBS (\ __ -; �.', •_.a- --r- ox+e cENrtRs /��---- j--T-�-� INITIATED UNTIL ALL TESTING OF UNDERGROUND UTILITIES HAS BEEN COMPLETED AND VERIFIED 70 MEET THE GOVERNING AUTHORITIES' I /, «88442•• SPECIFICATIONS AND AUTHORIZATION TO PROCEED HAS BEEN RECEIVED FROM THE INSPECTOR. i :4i I RE+RmucEN NmEs PAVEMENT SUBGRADE SHALL NOT BE ALLOWED TO RETAIN WATER. WET MATERIAL SHALL BE REMOVED TO DRY,SOUND MATERIAL AND \S010N®®•Y®•��? 1 N ,I --: "` -w'- Ii PREPARnnoN APPROPRIATE DENSITY ACHIEVED PRIOR TO PAVING OPERATIONS. ( ®/ 4. PROOF-ROLL SUBGRADE: THE SUBGRADE SHALL BE PROOF-ROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANY SOFT OR 0.2 INTEGRAL CURB DETAIL z ! d1 PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE AND BACKFILLED AND RE-COMPACTED IN CONFORMANCE WITH THE W SIDEWALK GEOTECHNICAL REPORT. D_G.G.II _."O I { S. HYDRATED LIME: HYDRATED LIME(IF REQUIRED)SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 260,LIME TREATMENT USED �1 &aG�iTS� AS SUBGRADE. LIME SHALL BE APPLIED AT THE RATE OF 6%BY WEIGHT,THOROUGHLY MIXED AND BLENDED WITH THE TOP 6"OF L�1 SUBGRADE AND UNIFORMLY COMPACTED TO A MINIMUM OF 100 PERCENT OF STANDARD PROCTOR(ASTM D698)DETERMINED BY THAT GO -, I 1 TEST. LIME STABILIZATION SHALL EXTEND ONE(1)FOOT OUTSIDE THE LIMITS OF THE PAVED AREA, IT SHOULD BE PROTECTED AND '� I 1 _oo,Povei eif°Rso�eTNo cu I FAuxd MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. - P,/<`Nc sswNG I-SE a e (MIN.) 6. SAND CUSHION PROHIBITED: THE USE OF SAND CUSHION UNDER PAVEMENT,INCLUDING SIDEWALKS,IS STRICTLY PROHIBITED. jProposed o 1 �- 3 { _`courouxo 7• REINFORCING BARS ALL REINFORCING BARS SHALL BE GRADE 40 KSI DEFORMED REINFORCING STEEL. SIZE AND SPACING I '1 La- -Body -,.-.�,-- - U � � ROPo Eo EAisnNe e <� SHALL BE IN ACCORDANCE WITH THE DETAILS. 14,652 s - r- o = ; Z"c Y B. BAR CHAIRS: ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE ! CV a•Mlx. CORRECT CLEARANCES BY THE USE OF BAR CHAIRS OR OTHER APPROVED SUPPORT. { FF=537.00 -`:T I 9. CONNECTION TO EXISTING PAVEMENT: WHERE PROPOSED PAVEMENT TO EXISTING PAVEMENT IS TO BE CONSTRUCTED BY THE W oewcL sPAcero oN rnro(¢) Fcor cENrER ro CENTER CONTRACTOR,AT LEAST 15°OF REINFORCING STEEL SHALL BE EXPOSED FROM THE EXISTING PAVEMENT,OR THE CONTRACTOR SHALL a NeHPs ory nE aws.' PROVIDE HORIZONTAL DOWEL BARS PER THE DETAILS. Now` 10. TEMPERATURE CONDITIONS FOR CONCRETE PLACEMENT: CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW t.N0.5 SM00tH D..BAR MAY BE USED IN 40 DEGREES FAHRENHEIT AND FALLING,BUT MAY BE PLACED WHEN TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. 5 INCH NO 8 INCH PA MEM H HN 55. 1 11 f I� TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. 2.LONG(NDINAL BUR CONSRtUCt10N MAY 8E)JOINT N PLACE OF LONGIiUBINAL HMGED(-Al)(KEYMAY)JOINT AT coNFRAcroes ORnON. 11. CONCRETE PAVEMENT CURING: MEMBRANE CURING TYPE 2,WHITE PIGMENTED,SHALL BE USED FOR CURING ALL CONCRETE _i 3. I BARS SHALL BE A EO INFO PA M N ' HOR¢oNrAu,Y er USE ofF A MEcwwlcu.RIc, SURFACES IMMEDIATELY AFTER FINISHING OF SURFACES AND SHALL BE IN ACCORDANCE WITH THE TEXAS HIGHWAY DEPARTMENT 1 I I ! STANDARD SPECIFICATIONS ITEM 4'526. -- -- ORIWNG EY HANO IS NOT AGCEPFABLE,PUSHING DONEI BARS I-GREEN GONGRErE rvIT AGCEPTAetE. 12. TESTING SAMPLES FOR STRENGTH TESTS OF THE CONCRETE PAVEMENT WILL BE TAKEN BY THE GEOTECHNICAL ENGINEER TO I' I 7=t}llM'p{t-S-iER d-cll"Y PAVE *, :i'"" I 0.3 LONGITUDINAL BUTT JOINT DETAIL VERIFY DESIGN STRENGTH. PAVEMENT AREAS FOUND TO BE DEFICIENT IN STRENGTH SHALL BE REMOVED AND REPLACED SOLELY AT THICKNESSTHE OF F CONCRETE THE NANYTAREA TFOUNDGEOTECHNICAL DEFICIENT INR SHALL THICKNESS ALSO ALL BE LY CORE THE PAVEMENT TO REMOVED AND REPLACED SOLELY FAT T THE E 1 1 EXPENSE OF THE CONTRACTOR. wi a xrs. o. QI a RAMPS: CONSTRUCTION OF SIDEWALKS WHEELCHAIR RAMPS AND ACCESSIBLE ROUTES SHALL IN {• e•oowE>_coon 13. SIDEWALKS AND RAMS BE s Nc , � ACCORDANCE WITH THE TEXAS ACCESSIBILITY STANDARDS CTAS)AND THE AMERICANS DIS181J1Y ACT(ADA."• "/°'MN. 1(' ITl --1�•�1-- -- 5"ILIGHT DU"f1Y PAVEMENT--1- .--i " -- --. - -{ 14. PAVEMENT MARKINGS: PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE TEXAS"UNIFORM TRAFFIC MANUAL L- FOR PAVEMENT MARKINGS". FIRE LANES SHALL BE STRIPED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES'REQUIREMENTS. ALL Lj F�' I ( 1 ( 1 I ! rt--•- v pp�p.�--- --- 1� Lj HANDICAP SYMBOLS,SIGNAGE AND PAVEMENT MARKINGS SHALL COMPLY WITH TAS AND ADA STANDARDS. `® a 9 1 I I I I FUN°' IXPAN BroN JOIM uER LEGEND 8" EAVY Q,LJ Y PAVEM N:, -j - O '}"-'!�-= --'-�- � #-' -i-' � R SAWCUT REMOVE AND DISPOSE OF EXISTING "�. 1 ICI 1 I i I 1 I I ( wA' 1 CURB,GUTTER&PAVEMENT I h'I = IRR cc Z = PROPOSED IRRIGATION SLEEVE wl 0.4 EXPANSION JOINT DETAIL 0 I 1 «TA a^BARS E w. s;a soo s CONCRETE ^« P EXPANSION JOINT 1, CONCRETE 7 -CONSTRUCTION JOINT ' -- -- VERi SAW GIrt Ps,CONCRETE -5"ILIGHT DU?1Y PAVEMENT -I - vl 1/B•ro J/is•WIDE 1 DUMPStER DUTY RAYEMENT. 0.1 T-_�--- - T - k I ' I. I �I Ol'46'ST W _ - �_ uu P R N0 E a - -- - 5"UGHr D TT 7 3500 PSI CONCRETE PVML W/#3 BARS Q 24' L c5 6"HEAVY DUtt 8-'- t > O.C.EW ON X"COMPACTED SUBGRADE TO 95%AT OR 1 i - 1 22.00 : 7"DUMPSTER DUTY �s -)- ABOVE OPTIMUM MOISTURE CONTENT.(ASTM D 698) 0 b.i I -- i _ _ e' ,! f / HEAW DUTY PA1h]IENP. I ��I 0Ott:� I ga Bws o,e•o,cE.w. �L 11.: Et rT 1' 6'3500 PSI CONCRETE PVMT. W/#3 BARS 0 2e ( -- L-- s LIGHT DU PAvEME T -- t - _ _ T O-C-EW ON X'COMPACTED SUBGRADE TO 85%AT OR 1 - N L - - 1 -.1 GO d'! i""� ABOVE OPTIMUM MOISTURE CONTENT. TO 9 D 698 I FUTURE PAVEMENT , ( ) = 1 I � It �d 0.5 CONTROL JOINT LIGHT Darr PAVEu2T: KTA SUBGRADE SEE NOTE 7. EXISTING GROUND (; ) 5"3500 PSI CONCRETE PVMT. W/#3 BARS 0 24- . ., O.C.EW ON X'COMPACTED SUBGRADE TO 95%AT OR w, N1 I 1 i i ! i I i I LIGHT�HEAVY DUTY ABOVE OPTIMUM MOISTURE CONTENT.(ASTM D 698) Fow,m GRG�,F FN�Ea PER xo>E �y 1 ATWOR N (• 1 i 6 EAwDu Y AVEM NT CONCRETE PAVEMENT SECTION �i "�"'-�"'�- -"••�1---' 4"REINFORCED CONCRETE SIDEWALK FLATWORK �01.46 tJ7"W(-• 190100` 1 1 I 1 I 1 nd ._.._ µTA (X,XXX PSI AT 28 DAYS)W/#X BARS B XX'O.GEW o 1 ��) I I 1 { 1 i 1 ( 1 I I 1 gs BARS o,e•o.c.E.w. ON X"COMPACTED SUBGRADE TO 95%AT OR ABOVE of OPTIMUM MOISTURE CONTENT. (ASTM D 698) 1 I 07 0.7 EXISTING CONCRETE PAVEMENT FUTURE PAVEMENT 0.6 CONSTRUCTION JOINT o q o � r I; N c� 0 z0 1 7 FUTURE PAVEMENT I pm". C 07 FREE EDGE PVMT DETAIL SHEET Ru BENCHMARK: BM#1=539.70 BOXCUT FOUND ON INLET t 500 SOUTH OF STARS 8 STRIPES WRY ON THE WEST SIDE OF F M.2499 @ 1'HE SOUTHEAST CORNER OF C6.1 THE'ROONIS TO GO'PARKING LOT. F:\30445-0I\44501PVP.cwg rc dtf G,;by 01-it at Feb 13, 2CG0-1:34Pm li A II (2,446 SP)HYDR r _ ,\ Ii I� (11115 5.F)HYDRO _ P wsH wn»s'assP nxcn �.{ o _ TTTNi�•NNN iiilll I)I (' / P 2 G:) 'e.°PteH°Kw",H°OmTwsro'e°w�oe. j t4 - t m �.,,,7. I C :C 1 ) �'KIE.0 .+, �'„cs,�`,r s•ru.Tsz aerwnow sAs,n Plnlsneo saAce '(", O g ° Aucw ao solo ow roa p� . s1 sows aura f',.�r//\\/�\\�/. cur wwrej e'or a°x°ror eauw'°Pui, ,"co"r �r"'w"a` F� z �'Q CT'dae: Pwoa ro Pwlr rm ///// atAnnru wx As sPecw,hv ,,yid e, srs to er+�€sAty.was i+k 1 osu''ro,s�n W s o...- _. l -_- = '"Pro�°ioQaGONTee�i.'ow naaa rn s• nun« _ sa-.1.1� + •• -'S 155 .F)5 EL GIN 'T.,''t` °R \/�' \s�\ unrnsTlmem sveSaAoexm was ro p. z A F N I ( I (155)A5IA JAS INS ()LIV O -;¢ ,. \\//j z. ',� w" AT TrEr'cao en r+ o z- li 21) WF. RF 5)IN IAN AWT RNE "" \\\/\/\/\/\ \/\/\\\r elT-rust ton Taws z M it I I I, J J OLL 'J GK VANS' /,./.././././ �ri�g-rosTroa�amees o ro �� VAN (4V WF. RFO HO Y _. (460 A5IA JASMINE p I I (1)I IAN HAW ORNE (U CEDAR ELM J 5I-{RUB PIT PLANTING DETAIL I (6)GRAPE MYRTLE SHRUB -(6J GRAPE MYRTLE SHRUB -* i I (IBS S.F)HYDRO >z --' a.r.s. PtAwn \//\/ a. .. /�/�/\✓ 1 (1)TEXAS RED BUDAs—n- (7) (28 L.F)STEEL EDGING FOUNTAIN GR-65 J !10)BURFORD HOLLY N GEDAR ELM „ ,:. i (11)FOUNTAIN 6RA55 (5)Ill".BURFORD HOLLY . (12 S.F) Tu F)5 L E I Pv As—,nn S AVA JA5 INE F)5 GIN -nml� \��\\i�\\\�/i�\\\\/i i\\�//i\\//\�\�/\.\�/\r\�/i\✓/i\\\/i�j\\//\\/\ a� 90r VO'x4.5TCG.ED61K5 14 (I)CEDAR ELM ,c rmisfen sate TF OP•('y- _ — (66)1NDIAN H TREE STAKING DETAIL a '� I (�� J J "— MAJESTIC ii I i (65)INDIA HAWYL THORNS EV INDIAN HAWTHORNS (IOJ EDWARD GOJGHER J' (610)ASIAN JASMINE li J 'JACK EVANS' ABELIAs�?. 02 L.FJ STEEL EDGING (b)INDIAN HAWTHORNS } ' \\/\\//\ \//\/\///\//\//\//////// j/ (b)TEXAS 5A&E 'JACK EVANS' !22)INDIAN HAWTHORNS o- \j\\j\\ \\�\/\\\\\\\\ \\\\\�\\X\\X \\�\\/\\\\/ (5)ARISTOCRAT PEAR - ': i/// �///��////////z////// � (6)VARIEGATED PRIVET (20 L.F)STEEL EDGING ' JACK ��j%j /\ \\//j/\% j\�j�%\�j\ \%j\ \ \/ LANDSCAPE REQUIREMENTS REQUIRED PROVIDED z . 09)OAF.YAUPON HOLLY J -, ; \/\�\ \ \ \ \ \\\ \/\,\/\\\\ \lam (50)SEASONAL J '�, \//\/\ /\//�//\/\//\//\//\//\/i�/\ /i�/i✓ //l✓ / COLOR J J ��\� j INTERIOR LANDSCAPING (21)SEASONAL COLOR J r � \\��\\\\��J/ A minimum of ten(10)percent of gross parkingis the 0. (el)EDAARD 601.OHER ABELIA J- O L.F)STEEL EDGING J ; ,� gross, round cover, lant,5h.^ub and trees. 5,-f00 S.F.req. 1,416 s.f rov. (21)5EA50NAL COLOR J (IQ2 5.F)HY „x, € Gross parkin area a equal 51,000 P p� GROUNDGOVER PLANTING parking a Y 'I .I (a)EDWARD GOUGHER ABELIA . J._ `3 n.rs. €'t �Ji;:pC ,},t There shall be a minumum of one(1)tree planted for al trees Q trees If J ye ! each four hundred(400)square feet or fraction U a L �- o A t, thereof of required interior landscape co area. 14,652 sf (1,4Q2 S.F)HYDRO J X '' PLANT JGi-Ii�EDULE PERIMETER LANDSCAPING: Plan North Plan North v® J J Landscape buffer trees adjacent to R.O.W and 4 Trees 4 Trees of uv tin properties.Trees referred are trees ra,antity Symbol common Name scientific Name Description 9 P P P Plan East Plan East _ J , common to this area of Texas and shall have average spread of crown of greater than fifteen 6 Trees 6 Trees TREES (15)feet at maturity.Minvmum of three caliper Inches Plan West Plan West P J] s when measured six above ground.Requires one(1) 6 Trees 6 Trees a Jaorper lo'Hi/5'spread tree per each fifty(50)lineal fact of fraction 5 oty. Bald cypress Taxoall m disdchum Be B,straight truck P E Plan South Plan South of pert height for 4 Trees 4 Trees E (5O LP)y EL ,,r F 5orreening hedges or shrubs sa5ft. t cedar Elm Ulmu 3 calipargl0 Ht✓5 sp cad J EDGING �`" b aty. �,j s c assffolia Bt B,stral ht H k r a (U CEDAR ELM— INTER) non-residential zoning ! (21 BALD CYPRESS J �'-(`' districts, I ,O 4 f ,O Os f (215 L.F)STEEL EDGING J € , 12 aty. O Lime oak ra,er<us v,rginiana 5 of p ,54 Ht t, tree sh nl rtw Aofl f Fteen(I5J percent of the tgotal Total 04s.f. Is t5 s Q site; ',r 4 spread,BtB st eight trunk sit I be devoted to Feature landsca in With ORNAMENTALS not less than fifty(50)percent of the londscap ng v J s.^ Gated in the required front d.Site = /! IJ EDAR ELM 5 y Aristocrat Fear P';q,stoua2'n SUa ght trnnk,BaB tmatehP g� c. d Front yard 20,Q ls.E 50%of landscape Front yard Front yard. being to egvir t yar 66 Q60 Li (1,600 5.F)HYDRO �y s.f. W l ( G at. ( r i pe Total Fro 8 m Z .,.�, •-.• :" r-" - J (10)INDIAN HAWTHORNS !� require In front yard 5,0225.f. 6,400s.f. I 'JACK EVANS' 4 (10 .FJ 5 EL GIN 6)6RIM50N PYGMY BARBERRY 1 j s:; y` 4 aty. + Yaupon Holly Ilex Hyoid'9ovarnah' 5 trunk ml�, 1/1'cotiJtrunk min., - Uj GRIM N 6MY (5p)STEEL EDGING "r.y" container,female NON-VEHICULAR OPEN SPACE Tree ratio per 1 CL BA ERR u Non-vehicular Open Space. If over 50 percent U I III (ib)INDIA HAW HO ,''� ' SHRUBS provide I Tree per/4,000 sq,ft.Total Open 2 Trees 2 Trees ® ® H ._ 'JAG EV J �� J - Vehicular ace=31p00 s.f. Total m Z ppe0)ASIAN JASMINE (4)YAUPON HOLLY J 7t> ;F 26 a a, Edward bovaher Ab I1a m d noro 2 gallon,12'Htos spread Non-Vehicular Open ace=5,566.25.f. —� I Ii (66 L F)STEEL EDGING (4 L.F)STEEL EDGING }r� ,„., ;: Abel,o Edr,ard G ocher ga Pr®a P P ' m I(� (40 5.17)ASIAN JASMINE J 12 city. crape Myrna Lager N I (12)INDIAN HAWTHORNE scro indite 5 non,2a MAW s d I (b)LIVE OAK # rub Baton Rog 9° plead I ('7)INDIAN HAWTHORNS 'JACK EVANS' Grlmson Pygmy Berberis thunber t W U -„�," Ib aty. ® Barberc Gr msan P �' 5 gallon,12'Ht,420`spread N i (40 L.F)STEEL EDGING -t. 9 ygnny (8)DWF.BURFORD ' - CASE NAME: LA-Z-BOY ® 1.� ! II IU DWF.B)RFORD HOLLY HOLLY s s Dwarf B„rfora n x rwm KJ2 CASE NUMBER: CU06-03 r '1 T Gtty. Holly 'Bvrfordtl nano' S gallon,24 "spread Z 5 L.F 5TE ED NG - - LOCATION: GRAPEVINE MIL PARKWAY lie, o (95 S.)A5I N )C.� ib aty. ® D'" Fountan P n156t des 5 Ilan,12'HtJl2 a IOLOTS42R & 3, GRAPEVINE VINEYARD J 5MIN /�.k t s" bras ro ga spree J /y s l'.cu pyQ�� e I I y S �'€ I9 aty. © OwarF Y pon Holly 11 altorla 5 gallon,24'MAO`spread LL jI L, 1 .:V € . � male•,H th Rapholcpp Ina - �� J (. - 154 aty. O JaGk E Jack Evans'as 5 gallon,24'Ht/20"spread € __. . MAYOR S CRETARY J ?t�`�'IJ" r'Ff Indian H th Ra hole d ca £ 35 oty. MB 'Majestic E_by Mj sti.P Be_.ty. 5 gallon,24 Ht/20'spread E: -_- j _ I TCC•• %J + r ^t e at Ts re=as °pn911°m f s n 24'Hr..no's d AT PLANNING AND ZONING COMMISSION 1,1 i r.-_• .- i #,s sr y, Sage L rsseen D `; "".` G mp t ga an, prea ( '. ,2 T "� u ,atrrum sinense s9aIlan,s0 He/simila oat. 09 egate CHAIRMANT)INDIAN HAWTHORNS (el)DPP.B/RFORD j I JACK EVANS' HOLLY (18 LF)STEEL EDGING t`7 ' ER DATE: I (S55 5 F)HYDRO (45 L.F.)STEEL EDGING (450 S.F)HYDRO ,' r n^;.+, N TURF/GROUND COVER '`�€'`--F�kkyg Y r T-` 4.f �:=�`E'v. t z b.T20 S.F. Berm�da gr.-ss Gynodon dactylon {a'Idled..... or 1,000 0, SHEET:_OF m o d_pY bra �. ." .`, _a Tracheiospernwm o to ."""� ,N#, y �rA .,_-` p I.T60 S.F, ® Asia,Jasmine a^pats®i2`o.o. APPROVAL DOES NOT AUTHORIZE ANY WORK 12 of seasonal color 4^ t ®e°o o IN CONFLICT WITH ANY CODES OR s aecum o y I •t ,, �.; : ''- -a€_,; " MISGELLANEOUS DEPARTMENT OF DEVELOPMENTSERVICES o z 4 4AF PSCAP9 ARCHITECTS m m .- £ 948 L F. Steel Edgings I/8 x a",bury 3 bel w grade PLAN- N rn Y N earth cw,ole Ty"complete mix• d Bed Pre oration P 2°layer ruled e sdap�h m er { r Shredded G pr s N Ich,3"minimum 54 I' ayer o bed and tree r ng5 lands p teas shall be d nth an and gr v O O r•• area MlH SHEET A7 od a irrlgote o nd autamatc Irngatian system O' 20' 40' SCALE: 1" - 20'- 0" 07011\1I\0rd\0rd01_dwq modified by qvu on Feb 13, 2006- 4:09pm LOT 5- L,4NDSG,4PE REQUIREMENTS m REQUIRED PROVIDED = _ INTERIOR LAND5GAPIN6: o -a = tLt ., M1 e A minimum of ten(10)percent of gross parking is the IT,3T8 s.F. 18,g58 s.f. _ 4. GRAPEVINE MILLS PARKWAY (FM 2499) Ggrass,ground cover,plant,shrubs and trees. a z a d ross parking area equal I'13,183 + - o r 43 trees - 43 trees each four hundred(400)square feet or planted z N thereof a of required Interior landscape area.--- a of. Z PERIMETER LAND5GAPING: Plan Ncrth Plan North Mvl �AF4° _ w (( o ( I Landscape buffer trees adjacent to R.O.W and 6 Trees 6 Trees (t abutting properties.Trees preferred are trees 1` common to this area of Texas and shall have Plan East Plan East :' average spread of crown of greater than fifteen .l { 10 Trees 10 Trees (15)feet at maturity.Minumm of three caliper Inches Pion West Plan West \ i when measured six above ground.Requires one(1) 3 Trees 3 Trees tree per each fifty(50)lineal feet of fraction Plan South Plan South thereof of perimeter area.Maximum height Par II Trees ll Trees - �3 �yPtNY wqi�"�a { 1 screening hedges or shrubs is aft. t i Total Site =I I i I TOTAL SITE AREA: In p11 non-resldentlal zoning cj I districts,a minimum of fifteen(15)percent of the total 201,66T s.f. �,Q 7227 t site area shall be devoted to feature landscaping with TF OP 4� = 15%re q ulred Provided: not less than fifty(50)percent of the landscaping d being located in the required front yard. 30,250 s.f. 41,642 s.f. 1 --®_ - . -�^ - -- --.� `r ng rye requirements.TrreeP ratio par ehlcoulor open 9 Trees q Trees C i Space. If over 50 percent provide I Tree p r �� t - W per/4000 sq.ft.Total Open Vehicular Space 131,065 s.f. Total Non-Vahicular Open space= .. '. 35,090 s.f. y i it c 1 LOT 2R- L4NDSG,4PE REQUIREMENTS p j. IS REQUIRED PROVIDED Z I y ' i `• W INTERIOR LANDSCAPING W :- A minimum of ten(10)percent of gross parking is the q 4( yt ® grass,ground cover,plant,shrubs and trees. 3,"fOO s.f. 1,416 s.f J �.✓ r t r 1 Gross parking area equal 37,000 M� There shall be a minumum of one(1)tree planted for q trees -1 trees N. _ t W PERIMETER U each four hundred(400)square feat or fraction thereof of required ND5GAPING 1 andscape are a. a e buffer tress adjacent to R.OYV and Trees P4 Trees la h Landsca Plan North : abutting properties.Trees preferred are trees 4 common t*' o this area of Taxes and shall have Plan East Plan East "t ® { l L average spread of crown OF greater than fifteen 6 Trees 6 Trees ( estaurant (15)feet at maturity.Mlnumum of three caliper inches Plan West Plan West ,. . 7,000 estausf t �7� when measured six above ground.Requires one(1) 6 Trees 6 Trees N y tree par each Fifty(50)lineal feet of fraction Plan South P t theref of perimeter area.Maximum height for Plan South shrubs 3 g 4 Trees 4 Trees screening a or s ru s is ft. s ing hedges �/ x INTERIOR LANDSCAPING: In all nonLi-residential zoning Li Total site: Total site: m (— f 1 t districts,a minimum of Fifteen(15)percent of the total \ site area shall ba devoted to feature landscaping with 10,044s-f. 12,OSOs.f. not less than fifty(50)percent of the landscaping W 1: t being located In the required front yard.Site =66,1160 / LA- 1- r:_ 4 i s.f. iJ Total Front yard:20,418'1s.f.50%of landscape Front yard: Front yard: m 1 • _ required in front yard Sp22s.P. 6,400s.F. t NON-VEHICULAR OPEN SPACE:Tree ratio per N m Non-vehicular Open Space. If over 50 percent L U t provide I Tree per/4p00 Oct.ft.Total Open 2 Trees 2 Trees N t Vehicular Space =31,000 s.f. Total sm r :>- — t Non-Vahicular Open space=8,566.2s.f. J 1111111111 Inn IV IV M-� -A t PUNT LEGEND CASE NAME: LA--Z-BOY Q i 1 CASE NUMBER: CU06-03 1_ t O 3"MIN.GAL.OYERSTORY TREE LOCATION: 3450 GRAPEVINE MILLS PARKWAY f t t LOTS 2R & 3, GRAPEVINE VINEYARD 1 r. Retail l i 22,125 sf r t 1 O 8'MIN.HT.ORNAMENTAL TREE o .. MAYOR SECRETARY I ll t, t ._. 1' DATE: 0 o NOT1 Tree Iocation5 and PLANNING AND ZONING COMMISSION o li civantities are subject to change a due to Lot 2R & 3 Plan CHAIRMAN ^ T M ._ ._._ ...\ on DATE: _ IAN-_S PEAR�CHITECTS SHEET: PLANNERS o o o it 53%414ncu Min 0.wq sue lean a --�---�� �=•- , APPROVAL CONDES NOT FLICT WITH ANY O CODES NOR WORK N � � ORDINANCES. ° SHEET ! o so• ao• so, Ito' DEPARTMENT OF DEVELOPMENT SERVICES i SCALE: 1" = 40'- 0" ■ .7011\11\0.d\0,02.dwq modified by q-o" Feb 13, 2006- 4:09pm 1 MEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL, AND THE PLANNING & ZONING COMMISSION FROM: BRUNO RUMBELO , CITY MANAGER MEETING DATE: FEBRUARY 21, 2006 SUBJECT: FINAL PLAT APPLICATION LOTS 2R AND 3, BLOCK B, GRAPEVINE VINEYARD (BEING A REPLAT OF LOT 2, BLOCK B, GRAPEVINE VINEYARD) PLAT APPLICATION FILING DATE..............................................,..... February 10, 2006 APPLICANT................ ................. ..........:Mr. Sherrod Bibb, Bury+ Partners- DFW, Inc. REASON FOR APPLICATION ..... .................. ................. . To build a La-Z-Boy on Lot 3 PROPERTY LOCATION...... .....................Southeast corner of Grapevine Mills Parkway and Grapevine Mills Boulevard North SITE ACREAGE .6.1745 ZONING. CC: Community Commercial NUMBER OF LOTS. .2 PREVIOUS PLATTING. .June 2003 CONCEPT PLAN. .No SITE PLAN CU06-03 OPEN SPACE REQUIREMENT. .No AVIGATION RELEASE, .Yes PUBLIC HEARING REQUIRED..... ........ .................. ........ ........ ................... ...........Yes 0:IAGENDA1200612-21-06NGrapevineVineyard 2R&3.doc PLAT INFORMATION SHEET FINAL PLAT OF LOTS 2R AND 3, BLOCK B, GRAPEVINE VINEYARD (BEING A REPLAT OF LOT 2, BLOCK B, GRAPEVINE VINEYARD) I. GENERAL: • The applicant, Mr.Sherrod Bibb, is platting this 6.174 acre site to build a La-Z- Boy on Lot 3. II. STREET SYSTEM: • The development has access to Grapevine Mills Boulevard North and Grapevine Mills Parkway. • The abutting roads: ® are on the City Thoroughfare Plan ❑ are not on the City Thoroughfare Plan ❑ Periphery Street Fees are due as follows: Type of Roadway Cost/ LF Length Cost ❑ Major Arterial (A) $ 234.57 / LF ❑ Major Arterial (B) $ 178.35 / LF ❑ Minor Arterial (C) $ 203.06 / LF ❑ Minor Arterial (D) $ 170.33 / LF ❑ Collector (E) $ 170.33 / LF ❑ Collector (F) $ 150.98 / LF ❑Sidewalk $ 15.00 / LF ❑Curb & Gutter $ 10.00 / LF TOTAL ® Periphery Street Fees are not required for the development. III. STORM DRAINAGE SYSTEM: • The site drains east towards a drainage system in Grapevine Mills Boulevard North. • The developer will be required to design for onsite as well as offsite drainage in accordance with the requirements of the City of Grapevine's Code of Ordinances. a 0:\AGENDA\2006\2-21-06\Grapevi neVi neya rd_2 R&3.doc IV. WATER SYSTEM: ® The existing water supply system bordering the subject site is adequate to serve the development. ❑ The existing water supply system bordering the subject site is not adequate to serve the development. Additional off site water system improvements will be necessary to serve the site. V. SANITARY SEWER SYSTEM: ® The existing sanitary sewer collection system bordering the subject site is adequate to serve the development. ❑ There is not an existing sanitary sewer collection system bordering the subject site. VI. MISCELLANEOUS: ® Water and Wastewater Impact Fees are not required for Lots 2R and 3, Block B, Grapevine Vineyard. Part of H/A Grapevine Utilities Project. Cost participation has been paid for this tract. ❑ Water and Wastewater Impact Fees are due prior to the issuance of building permits for ❑ Single Family Residential ( $ 2,778 / Lot) ❑ Multifamily ( $ 1,291 / Unit) ❑ Hotel ( $ 47,631 /Acre) ❑ Corporate Office ( $ 22,023 /Acre) ❑ Government ( $ 7,688 / Acre) ❑ Commercial / Industrial ( $ 6,352 / Acre) ® Open Space Fees are not required Lots 2R and 3, Block B, Grapevine Vineyard ❑ Open Space Fees are required ❑ R-5.0, Zero Lot District ( $ 1,416.00 / Lot) ❑ R-7.5, Single Family District ( $ 1,146.00 / Lot) ❑ R-12.5, Single Family District ( $ 1,071.00 / Lot) ❑ R-20.0, Single Family District ( $ 807.00 / Lot) ❑ Public Hearing Only 0:\AGENDA\2006\2-21-06\GrapevineVineyard_2R&3.doc City Council and Planning and Zoning Commission Action scheduled for ❑ Variances are required on the following items: ❑ Front building line ❑ Rear building line ❑ Lot depth ❑ Other— BZA hearing to be conducted on ❑ The following items associated with this plat are not in accordance with the current subdivision standards: ❑ 50' ROW dedication not met: Developer is proposing to dedicate 40' of ROW with 10' of sidewalk and access easements. ❑ Length of cul-de-sac street exceeds the 600-foot limit: VII. STATEMENT OF FINDINGS: A. The City has determined that the right-of-way and easements required to be dedicated for streets, utilities, drainage, access, sidewalks and other municipal needs and services are consistent with the City's ordinances and master plan, are reasonable and are connected to the proposed project in the following manner: ❑ The right-of-way provides for future widening of public streets that will serve the development of this site. ® The onsite utility easements provide for a utility network to serve the development of this site. ® The onsite drainage easements provide for a drainage network to serve the development of this site. ® The onsite access easements provide cross access capabilities to this site and surrounding property. ❑ The onsite sidewalk easements provide for a sidewalk network to serve the development of this site. B. The City further finds that the required dedication is related both in nature and extent to the impact of the proposed development as follows: O:\AGE NDA\2006\2-21-06\Grapevi ne Vi neya rd_2 R&3.doc ❑ The right-of-way is necessary to provide for future widening of public streets that will serve the development of this site. ® The onsite utility easements are necessary to provide for a utility system to serve this development and connect to existing utilities on surrounding property. ® The onsite drainage easements are necessary to provide for storm drainage improvements to serve the development of the site. Z The onsite access easements are necessary to provide cross access capabilities to this site and surrounding property. ❑ The onsite sidewalk easements are necessary to provide for a sidewalk network to serve the development of this site. ® All of the dedications benefit the development to at least the extent of the impact of such on the development. Vill. RECOMMENDATION: The members of the City Council and The Planning & Zoning Commission consider the following motion: "Move that the City Council (Planning and Zoning Commission) approve the Statement of Findings and the Final Plat of Lots 2R and 3, Block B, Grapevine Vineyard 0:\AGENDA\2006\2-21-06\GrapevineVineyard_2R&3.doc j YI1/05/2006 16:46 FAX 4695224420 PRIME INCOME ASSET MGMT. 10001 01/05/2006 16:27 972991027E BURY PARTNERS PAGE 02/02 r` APPLICATION FOR PLATTING CITY OF GRAPEVINE, TEXAS TYPE OF PLAT: Prelimina Final X Re plat, Amendment PROPERTY DESCRIPTION: Name of Addition: Grapevine Vineyard Number of Lots: 2 Gross Acreage: 6.174 Proposed Zoning: CC-Commercial Location of Addition: S.E. Corner of F.M. 2499 & Grapevine Mills Boulevard North PROPERTY OWNER: Name: Grapevine American LTD. Contact: WEV&V 4. qej7-/-gx Address: 1800 Valley View LN. City: Dallas State: TX Zip: 75234 Phone:4469) 5_22-4200 Signature: Fax: APPLICANT: Name: BUry+ Partners-DFW Inc Contact:_Sherrod Bibb Address; 5310 Harvest Hill Rd Suite 100 City:Dallas State: TX 75230 Phone: 1972) 991-0011 -1; Fax:—t972 991-0278 Signat e SURV OR: Name: Bury+ Partners-DFW. Inc Contact: William C._Haddork. R.P.L.S. Address: 5310 Harvest Hill Rd Suite 100 City: Dallas State: TX Zip: 75230 Phone:-9.72) 991-0011 Fax: r972) 991-0278 FOR OFFICE USE ONLY Application Received: By: _ ! �UC,o Pr- — W- r►-tC U �' Fee Amount: $ L-I . 06 Check Nu ter: Z qq3 Replat Notification: ;APEVI1NE MILLS ' GATEWAY CENTER ASSOC., I TD. I w eslrE� � I VOLUME 9799, PAGE 139, D.R.-r.c.T. a GRAPHIC SCALE IN FEET 0 25 50 75 100 SCALE: 1" = 50' szfi 2, VICMITY MAP --� —_--___-_ _----_.- ------ __---_ of NOT TO SCALE MAPSCO N0.15 DALLAS i GRAPEVINE MILLS PARKWAY — F.M. 2499 — — * LEGEND o LR.F. IRON ROD FOUND C.C. COUNTY CLERK C.I.R.S. •'��yet -' -- -- __ __ I z� (I __ - -_ S _C T FGVOLUME STAMPED S N01'46'57"E 798.73' C.I.R.F. CAPPED IRON ROD FOUND CAB CABINET __ __ C.M. CONTROLLING ESMT EASEMEN T DENOTES LINE IDENTIFIED RO . RIGHT-OF- WAY WAY Q IN LINE TABLE MIN. MINIMUM80'RICH LF- 1 C7 DENOTES IDENTIFIED IN CURVE TABLE F.F. FINISHED FLOOR ELEV. EEVATION T D.R.T.C.T, DEED RECORDS,TARRANT 40' I M O I a� I `r/��"\,� �s� COUNTY,TEXAS UTIL UTILITY I� o I vrw I GRAPEVINE IINr VINEYARD 5/8"C.I.R.F. P.R.T.C.T. PLAT RECORDS,TARRANT "KHA" COUNTY,TEXAS a Z f aN I CA31NY r "A" SLIDE a466, POINT OF u� , �m P.R.T.C.T. COMMENCINGT O �z CIT IR soras'S7"w 370.67' Ni-� _ * GENERAL NOTES 70'UTILITY EASEMENT,CAB."A",SUDE ease,v.R.T.c.T. NOt 46'57"E 493.55' m --------------------- _Le -----.------ • --------t +-----_ 212,00 O� N43.11' 9°Ei 1 earings shown hereon are based on the West right-of-wa line of (...) r- I I TS'BUILDING LINE,CAB."A",SLIDE 8466,P.R.T.C.T. --------- 10 UTILITY EASEMENT 30.21' The b ----- v 281.55" Farm-Market 2499 as shown on the plat filed for record in Cabinet "A", LO U \ ; 25'BUILDING LINE 'usa-c(t.u.j ---------I y' Slide 8466, Plat Records, Tarrant Count Texas. Rr 2. The state plane coordinates shown hereon are based of the Texas Hp,'46'SYE i64_Sp_ ----- PI System, 9 Coordinate S tem, North Central Zone, NAD83. The angle between plot s � i I ' ACCESS EASEMENT BE bearing and grid bearing = -00'01' 59". 0 CI_}-, i6iw•- N Z 3. This plot supersedes and does hereby vacate all lots, easements and Lt1 I / sorx6•srw '--- Co,-, 1 / _E I 7 -��. Nrights-of-way shown on all previous plats of this property. Said plats shall IL=s' 00no longer have any force or effect upon approval of this repot by the City CQ 125'ACCESS EASEMENT sui3'orE - - of Grapevine, Texas. Previous plots of Lot 2, Block B, Grapevine Vineyard: CAB."A",SLIDE 8466.-�-I PR.T.O.T. o pN Cabinet "A", Slide 5182 and Cabinet "A", Slide 5997, Plat Records, Tarrant oW ----� Fn QCounty, Texas. Z 4. All corners are monumented with a 5/8 inch iron rod set with a cop �' stamped "Bury+Partners", unless otherwise shown hereon.Ig � OSrcRn i RrIp I� LO�" 3 '(cnr.j �� 5. The subject tract of land shown hereon lies within Zone X, defined as ' "Areas determined to be outside 500-Year Floodplain" as identified by the o 1.537 ACRES > } Federal Emergency Management Agency, Flood Insurance Rate Map, as shown ,P0 h 66,960 SQUARE FEET w Map No. 48439CO210 H, dated August 2, 1995, for the City of Grapevine, � ZONED CC: COMMERCIALI J 3 Tarrant County, Texas and incorporated areas. If this site is not within an I o identified Special Flood Hazard Area, this flood statement does not imply 1that the property and/or the structures thereon will be free from flooding C.�Jry��� 31 oor flood damage. This flood statement shall not create liability on the part 1 V I: 11 m p of the surveyor. Q L Or I I �, I Co rD (n 6. Area Summary ti GRAPEVINE VINEYARD I� I 1= J J a Right-of-Way Dedication 0 Square Feet " (n 10 O J m Easement Dedication. 33 584 ,,JF&t' o CABINET' "A*, SLIDE 8466, z -3600: LOT 2R $ o - Net Platted Area 235,337 S� re F t k F iNv96o oo- '-Lsn-c(cRu.i IF f*j > Total Plotted Area: 268,921 �N C l d P.R.T.C.T. 6'E sA (cMi 4.637 ACRES Z j V�cwL-=s.w--ACCESS EASEMENT- - 201,961 SQUARE FEET �j IN W z I r•afi'src uzfiv SOt'46'57"W I I Z I ZONED: CC COMMERCIAL colic FRo. NO - 22 00' i SOt'46'57"W 90.00' �J PLANNING & ZONING COMMISSION: GRAPEVINE CITY COUNCIL sorsfi srw uzsa S88'13 03"E 1 Q �' 40.00' r7� o=eom•ae- // c Date Approved: —; , { -----,— GRAPEVINE DEVELOPMENT 1�17 Ill, LP I 59ir LS-(-) a - IN I ( SN33'03'E pp� I .� ":" or.�S "(-•----,.- r- -�- � Chairman: C C FILE NO. D2034 i a528 �� i I I I Secretary. City Secretary: D.R,-E.C.T. o,R FINAL PLAT Ia LOTS 2R AND 3 I 25 DRAINAGE EASEMENT CAB."A',SUDE 8466,P.R.T.C.T. BLOCK B 25'DRAINAGE EASEMENT i m GRAPEVINE VINEYARD - -- --- - - _-- -- --- --- --- THE 125.00' 7-1 --- --- - ------ EVINE S-0 ----------- RRIAN AN �TTY OC LINTY DITION O TEXAS. S004241W 370.73' -�' + -- -- _- -- -- 10'Ul7UTY EASEMENT - L,D unu EASEMENT SOO 42'41"W 551.51 a ciar 5a' BEING A REPLAT OF LOT 2, BLOCK B,GRAPEVIVE VINEYARD, /r°,iI,, xH AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS, CAB."A",SUDE 8466,P.R.T.C.T. -usn'(cu) / n (c u't I AND BEING LOCATED IN THE J. GIBBON SURVEY, ABSTRACT N0. 587, rExasc gooRoo sysrcu [=z.� TARRANT COUNTY, TEXAS. �.ss+.00 2 LOTS - 6.174 ACRES * CURVE DATA + * LINE TABLE FEBRUARY, 2006 Cl R=35.00' LINE BEARING DISTANCE CROW -,BII INGSLV AIRPORT POR f' #.1' LTD, S• P. AIRPORT TEXAS 41, LTD• I ZONED: CC COMMERCIAL D=90'00'00" L7 N01'46'SYE 12.50• L.L) 1 111�1 :J1�1 1 LTD, VOLUME 13382, PG. 123, OWNER/APPLICANT: ENGINEER/SURVEYOR: L=sa.se' L2 s88'1s03"E 8.50' VOLUME 7143, PG. 600, CH=N4.50'S7"E C ` GRAPEVINE AMERICAN. LTD. BURY+ PARTNERS-DFW, INC. GHL=a5.5o' D R-r C T I D.R.r....T. I 1800 VALLEY VIEW LANE 5310 HARVEST HILL 1 HICKORY CENTER SUITE 100 DALLAS, TEXAS 75234 DALLAS, TEXAS 75230 ZONED: CC COMMERCIAL i ZONED! CC COMMERCIAL i (469) 522-4200 TEL. (972) 991-0011 CONTACT: BILL HADDOCK, R.P.L.S. PLAT FILED IN CABINET , SLIDE , P.R.T.C.T. DATE: SHEET 1 OF 2 S:\SUR\30445-01\SURV\30445-01FPLT.dwg modified by ahoq at Feb 14, 2006 - 11:21am OWNER'S CERTIFICATE OWNER'S DEDICATION AVIGATION RELEASE SURVEYOR'S CERTIFICATION WHEREAS, GRAPEVINE AMERICAN LTD., is the sole owner of a 6.174 acre tract of NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT GRAPEVINE STATE OF TEXAS 1, William C. Haddock, of Bury+Partners—DEW, Inc. a Registered Professional Land land located in the James Gibson Survey, Abstract No. 587, City of Grapevine, AMERICAN, LTD., does hereby adopt this plot of LOTS 2R AND 3, BLOCK B. COUNTY OF TARRANT Surveyor in the State of Texas, do hereby declare that I prepared this plat from Tarrant County, Texas, and being all of Lot 2, Block B, Grapevine Vineyard, on GRAPEVINE VINEYARD, on addition to the City of Grapevine, Tarrant County, an actual and accurate survey on the land and that the corner monuments addition to the City of Grapevine, Tarrant County, Texas, according to the plot Texas, and does hereby dedicate to the public use forever the right—of—way and WHEREAS, GRAPEVINE AMERICAN, LTD., hereinafter called "Owner", is the owner of shown thereon were properly placed under my personal supervision in accordance filed for record in Cabinet "A", Slide 8466, Plot Records, Tarrant County, Texas, easements shown hereon. The easements shown hereon ore hereby reserved for that certain parcel of land located in the City of Grapevine, Tarrant County, with the platting rules and regulations of the State of Texas and the City of said Lot 2. Block B being a portion of that certain tract of land described in the the purposes as indicated. The utility easements shall be open for all City and Texas, being more particularly described on this plot. Grapevine, Texas. deed to said Grapevine American Ltd., filed for record in Volume 12937, Page franchised public utilities for each particular use. The maintenance of paving on 211, Deed Records, Tarrant County, Texas, and being more particularly described the easements ore the responsibility of the property owners. No buildings or NOW, THEREFORE, in consideration of the sum of ONE AND 00/100(SLOO) Surveyed on the ground December 30, 2005. by metes and bounds as follows: auxiliary structures shall be constructed, reconstructed or placed upon, over or DOLLAR and other valuable consideration, the receipt and sufficiency of which is across the easements as shown. Said easements being hereby reserved for the hereby fully acknowledged and confessed. Owner does hereby waive, release, COMMENCING at a 5/8 inch iron rod found with a cap stomped "KHA" at the mutual use and accommodation of all public utilities using, or desiring to use remise and quit claim to the City of Grapevine, Tarrant County, Texas, The Northerly end of a corner clip at the intersection of the South right—of—way line some. Any City or franchised utility shall hove the full right to remove and keep Dalios—Fort Worth International Airport Board, The Cities of Dallas, Texas and Fort William C. Haddock, R.P.L.S. of Grapevine Mills Boulevard North (formerly known as Anderson—Gibson Road or removed all or parts of any fenced, trees, shrubs or other improvements or Worth, Texas, their successors and assigns, hereinafter called "Cities for the use Slate of Texas No. 5764 growths which in any way endanger or interfere with the construction, and benefit of the public and its agencies, an and all claims for damages of Bury+Par tners—DEW. Inc. County Road No. t—of and the East right also b y line of Form—Market 2499 (a P 9 Y 9 160 foot wide ri ht—of—wa 9 Y maintenance or efficiency of its respective system on the easements and oil City an kind to persons or property that Owner may suffer b reason of the passage 5310 Harvest Hill Road, Suite 100 g y), said iron rod also being the most Northers Y P P P Y Y Y P 9 or franchised utilities shaft of all times hove the full right of ingress and egress and flight of all aircraft in the airs ace above Owners property above the Dallas, Texas 75230 Northwest corner of Tract B (future Right—of—Way) as shown on said plat Of to and from and upon said easements for the purpose of constructing, g p p p y 972 991-0011 Grapevine Vineyard; height restriction as presently established by Ordinance No. 73-50 for the City ( ) reconstructing, inspecting, patrolling, maintaining and adding to or removing all or of Grapevine, known as the Airport Zoning Ordinance of the Dallas—Fort Worth ports of its respective system without the necessity at any time of procuring the International Airport, to an infinite height above some, whether such damage THENCE North 84'11' 40" East, along the South right—of—way line of said permission of anyone. shall originate from. noise, vibration, fumes, dust, fuel and lubricant particles, and Grapevine Mills Boulevard North, a distance of 100.51 feet, to a 1/2 inch iron rod all other effects that may be caused by the operation of aircraft, landing at or STATE OF TEXAS ` found for the most Northerly Northeast corner of said Tract 8 and the most This plot approved subject to all platting ordinances, rules, regulations and taking off from, or operating at or on the Doilos—Fort Worth International Airport. COUNTY OF DALLAS Northerly Northwest corner of said Lot 2, said iron rod also being the POINT OF resolutions of the City of Grapevine, Texas. BEGINNING of the herein described tract of land; This instrument does not release the owners or operators of aircraft from liability BEFORE ME, a Notary Public, personally appeared William C. Haddock, known to WITNESS MY HAND this the_day of 2006- for damage or injury to person or property caused by falling aircraft or falling me to be the person whose name is subscribed to the foregoing instrument ontl THENCE continuing along said South line as follows: physical objects from aircraft, except as stated herein with respect to noise, acknowledged to me that he executed the some for the purpose and North 84' it' 40" East, o distance of 124.62 feet, to a 5/8 inch iron rod GRAPEVINE AMERICAN, LTD. fumes, dust, fuel and lubricant particles. consideration therein expressed. found with a cop stamped "KHA"; It is agreed that this Release shall be binding upon said owner and his heirs and GIVEN UNDER MY HAND AND SEAL OF OFFICE this the_day of , assigns, and successors in interest to said property, and it is further agreed 2006. North 88'15' 10" East, a distance of 197.01 feet, to a 5/8 inch iron rod RL Lemke, Vice President that this instrument shall be o covenant running with the land, and shall be found; recorded in the Deed Records of the county or counties in which the property is located. Notary Public in and for the State of Texas North 89' 20' 41" East, a distance of 155.72 feet, to o 5/8 inch iron rod found with a cap stomped "KHA" for the Northeast corner of said Lot 2 EXECUTED at Dallas, Texas, this doy of , 2006. and the Northwest corner of a called 13.7532 acre tract of land described STATE OF TEXAS in the deed to S.P. Airport Texas #1, Ltd., filed for record in Volume 13382, ° GRAPEVINE AMERICAN, LTD. Page 123, Deed Records, Tarrant County, Texas; ° COUNTY OF DALLAS THENCE South 00'42' 41" West, along the East line of said Lot 2 and the West RL Lemke, Vice President line of said 13.7532 acre tract, at a called distance of 426.05 feet, passing the BEFORE b o Notary Public, on this day personally appeared eg LEMKE, known Southwest corner of said 13.7532 acre tract, and continuing in all, a distance of an a to be the person whose name u subscribed to the foregoing instrument and acknowledged in xp that he executed the some for the purpose and STATE OF TEXAS 551.51 feet, to o 1/2 inch iron rod found with a cop stomped USA" for the consideration therein expressed. Southeast corner of said Lot 2 and the Northeast corner of Lot 1, Block B of COUNTY OF DALLAS said Grapevine Vineyard; GIVEN UNDER MY HAND AND SEAL OF OFFICE this the_doy of • BEFORE ME, a Notary Public, personally appeared RL LEMKE, known to me to be 2006. the person whose name is subscribed to the foregoing instrument and THENCE North said 13' 03" West, along the South line of said lot 2 and the acknowledged to me that he executed the some for the purpose and North line av sold Lot 1, a distance of concrete drive, feet, to an "X" cut in the consideration therein expressed. concrete pavement of on existing concrete drive, said "X" cut being the Notary Public in and for the State of Texas NorthNorthwest corner of Lot 1 and Southwest corner of Lot 2, and being on the East GIVEN UNDER MY HAND AND SEAL OF OFFICE this the_day of , west of the aforementioned Tract B; 2006. THENCE along the East line of said Lot B and the West line of said Lot 2 as follows: Notary Public in and for the State of Texas North 01'46' 57" East, a distance of 493.55 feet, to a 5/8 inch iron rod set with a cop stamped "Bury+Par tners"; North 43' 11' 09" East, a distance of 30.21 feet, to the POINT OF BEGINNING and containing a computed area of 6.174 acres. FINAL PLAT LOTS 2R AND 3 BLOCK B GRAPEVINE VINEYARD AN ADDITION TO THE CITY OF GRAPEVINE TARRANT COUNTY, TEXAS. BEING A REPLAT OF LOT 2,BLOCK B,GRAPEMVE VINEYARD, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, AND BEING LOCATED IN THE J. GIBSON SURVEY, ABSTRACT NO. 587, TARRANT COUNTY, TEXAS. 2 LOTS — 6.174 ACRES FEBRUARY.2DO6 ZONED: CC COMMERCIAL OWNER/APPLICANT: ENGINEER/SURVEYOR: GRAPEVINE AMERICAN. LTD. BURY + PARTNERS—DFW, INC. 1800 VALLEY VIEW LANE 5310 HARVEST HILL 1 HICKORY CENTER SUITE 100 DALLAS, TEXAS 75234 DALLAS, TEXAS 75230 (469) 522-4200 TEL. (972) 991-0011 CONTACT: BILL HADDOCK, R.P.L.S. PLAT FILED IN CABINET SLIDE , P.R.T.C.T. DATE: SHEET 2 OF 2 S:\SUR\30445-01\SURV\30445-01FPLT.dwg modified by ahoq at Feb 14, 2006 — 11:29am