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HomeMy WebLinkAboutItem 05 - CU06-03 La-Z-BoyConditional Use Permit Application CU06-03 La-Z-Boy 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 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. 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) The Thoroughfare Plan designates Grapevine Mills Parkway as a Type E, Collector with a minimum 75 -foot right-of-way developed as four lanes. hs 0:\ZCU\CU06-03.4 3 February 13, 2006 (12:47PM) R -MF -2 3801 �Mi r/®1®®®4.f r, A 1 3200 r _ mss 3549 i t 3505 77, dN T6 M 3 COs i i TR 5BIG 3s3§ PID2 TR 58 �oJS11� TR 1B _4..T. � �OC 7 I j 3501fSil- $501 i N GRAPEVINE MILLS BLVD TRZAIA i • . - . . . . . . . . . . TR 50 GRAPEVINE ! + : :::::: :.B .. . . .. ... HCO !800 TRSAi . . . - _ CL TR 5 ld1 3200 1 3500 z W a. 3W TR IBM TR 1A TR 10 TR 7 iR IBM __ low—C7 STARS & STRIPES WAY E i — TR IC TR 5F i 7 i - TR IF � TR 707A7 I 3130 4 � 2 905 PRS2251 ®® {t FS\'\ TRI o ,AFL 300DG,R 2R �>nia 33120 81 i0 1 Inch equals 300 feet s. a ♦ one f .. CADOCUME-1 \s inmon\LOCALS- 1 \Temp\app.cu.doc www. ci.grapevine.bc. us INE JAN 9 2006 TV A 19 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 / State / Zip Code of applicant /agent: Dallas, TX 75230 Telephone number of applicant /agent Fax number of applicantlagent 972-991-0011 972-991-0278 Email address of applicantlagent 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 8 112" 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.- wner:469-522-4200 469-522-4200 CADOCUME-1 \s inmon\LOCALS- 1 \Temp\app.cu.doc www. ci.grapevine.bc. us J ❑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, uso 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 plan 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 requirements of this application have been met at the time of submittal. _ PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQ�"T AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY / / Sherrod Bibb, P.E. Print Applicant's Name: M Signature: The State Ofd, Qin/J/ County Of .--�� dL/�, L /� Before Me 1 J 2 V AU A At CA tt � on this day personally appeared � /i �E %'i® (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 underm_ * a of ���>>U . A. D. b® DONNA MCCALLUM Fb � r PubBc, Stateas ` c4u4o��� DEC, 6, M Notary In And For State Of Texas ]4i--nry A. R11tlPY Print PropertyOw ers Name: erty roOwner's Sign tures The State Of County Ofa— 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 acknowledged to me that he executed the same for the purposgs and consideration therein expressed. (Seal) Given under my hand and seal of office this day of JORDAN BRITTNEY LofTexas R Notary Public, StateMy Commission sOctober 28, 2 C:\DOCUME-l\sinmon\LOCALS-1\Temp\app.cu.doc www.ci.grapevine.tx.us foregoing instrument and 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, •` ORDAINED BY THE CITY COUNCILOF 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. ATTEST: ORD. NO. 4 OWNER/DEVELOPER: GRAPEVINE AMERICAN, LTD. 1800 VALLEY VIEW LANE 1 HICKORY CENTER DALLAS, TEXAS 75234 PH: (214)631-1813 FAX: (214)631-5747 CONTACT: LEW BROWN CIVIL ENGINEER: BURY + PARTNERS—DFW, INC. 5310 HARVEST HILL ROAD SUITE 100 DALLAS, TEXAS 75230 PH: (972)991-0011 FAX: (972)991-0278 CONTACT: SHERROD BIBB, P.E. SURVEYOR: BURY + PARTNERS—DFW, INC. 5310 HARVEST HILL ROAD SUITE 100 DALLAS, TEXAS 75230 PH: (972)991-0011 FAX: (972)991-0278 CONTACT: DAVID DE WEIRDT, R.P.L.S. TELEPHONE (1): VERIZON 500 E. JOHN CARPENTER FRWY IRVING, TEXAS 75062 PH: (972)413-7241 FAX: (972)413-7051 CONTACT: COLLEEN HOLDEN F:\30445-01\44501CVR.dwg modified by jgonz.lez .t Feb 14, 2006-7;41— VICINITY 006-7:41— CONSTRUCTION PLANS O. , CABLE: -PARAGON CABLE/AT&T BROADBAND/COMCAST PH: (214)320-5437 FAX: (214)320-7559 CONTACT: JEFF JOYCE ELECTRIC: ONCOR/TXU ELECTRIC 2001 N. INDUSTRIAL BEDFORD, TEXAS 76021 PH: (817)858-2545 FAX: (817)858-2590 CONTACT: CHARLES THOMAS SvA ATMOS GAS PH: (817)303-2905 FAX: (817)303-2929 CONTACT: JEFF WYLIE TELEPHONE (2): SOUTHWESTERN BELL PH: (817)338-6202 CONTACT: GARY TILORY PH: (817)338-6106 CONTACT: JOHN JEWUSIAK PH: (214)745-2976 CONTACT: LINDA CARAM VICINITY MAP NTS (MAPSCO GRID 1—S) (DALLAS) P. Burv+Partners ENGINEERING SOLUTIONS 5310 Harvest Hill Road, Suite 100 Dallas, Texas 75230 Tel. (972)991-0011 Fax (972)991-0278 Bury+Partners—DYW, lnc.©Copyright 2005 rE I FEB 14 2006 SHEET NO. DESCRIPTION COVER SHEET FINAL PLAT MASTER SITE PLAN SITE PLAN—LA—Z—BOY SITE C1.1 GENERAL CONSTRUCTION NOTES, LEGEND & ABBREVIATIONS C2.1 LAYOUT & DIMENSIONAL CONTROL PLAN C3.1 GRADING PLAN C3.2 EROSION & SEDIMENTATION CONTROL PLAN C4.1 DRAINAGE AREA MAP C4.2 STORM DRAIN PLAN C5.1 UTILITY PLAN C6.1 PAVING PLAN L1.1 LANDSCAPE PLAN L2.1 OVERALL LANDSCAPE CONCEPT PLAN ISSUED FOR BID ISSUED FOR CONSTRUCTION ng 0 L6 v v 0 m O z U LU EL Q X W H UJ Z LU Q 4' } 0 m N Q 10 J1 L, til UU\ L, :ZAPEVh\IE, MILLS GO t 1 C1 U 7 j1 1 EgL1a_j LL. F-- LLt O I]= L1 , I CATEWAY CENTER ASSM, LTD, VOLUME 9799, PAGE 139, D.R,T,C,T. I 'a r m GRAPEVINE MILLS PARKWAY -- F.M. 2499 - --------__------_— _ : N01'46_'57"E 79_8.73' CQ �1 ONT--OF-WAY I Za JK HA"C1 CR1dF) �XA AR t I �� o ¢J I TRACT D ASF M _5 I �o I GRAPEVINE VINEYARD 5/6• c,IRr CA 811\1 "A6 , SLIDE x3466, HA cc..) Z �a POINT OF N N P.R•T,r. r. COMMENCING jm ; U I 0- - i SO1'46'S7"W 'x cu, IN _-. -- -- _370.6 T. I t.' UTILITY EA--N_T,_CA_B,-"q', SLIDE _8466, P. R. T.C. T. 25' BUILDING LINE, CAB. "A", SLIDE 8466, P,R.LC. T. - --� I I � i I I II I I 128' ACCESS EASEMENT I CAB. 'A", SUDE 8466,--=-I F i / W � ��n I I N IG C o, v 'N � I I � � i � d to LOT '1 1 Q 1 i En 3 N GRAPEVINE VINEYARD o CASINET "X, SLIDE 8466, M �a P.R.T.C.T. Z U z BLOCK II ZONED: CC COMMERCIAL I I GRAPEVINE DEVELOPMENT 111, LP I C,C, FILE NO, D203418523 j D.R,T.C,T. i I I25' DRAINAGE EASEMENT 1 I CAB. "A", SLIDE 8466, P.R.T.C.T. 1 -- ---- ----------------- ----------- CCORD. STSR.4 x N=],099,40' 03 N01 -41I 493.55' '� C, N43°11'09"EI - _ _ _ - 212.00' o unu v EASEMENT 30.21' j ----------------- � --- 281 55' .- 25' BUILDING LINE ACCESS EASEMENT i"-'----------0 SOf'46'SYW 164.50' -- - 0 9000'00' L = sasa' CH ffi sal'IYOJ'E CHI = a9so' O i Z civ w s LOT 3 1.537 ACRES 66,960 SQUARE FEET v, I B I I I Z I R = 35-00' D a 90'00'90' I t LOTS 2R AND 3 I CN = N48'46'SJ'E GiL = 49s9 C.C. ACCESS EASEMENT - III '., CAPPED 1/2" IRON ROD SET VOL VOLUME I S01 -46'57'W 190.00' -sornfi'sYw PG. �azsa-- / CAPPED IRON ROD FOUND J 0- 900000` C.M. L a 54.98' DH - 943 IXFE j CHL = 49.50' I I of DENOTES LINE IDENTIFIED SIR RIGHT-OF-WAY 19 j I IN LINE TABLE IW I la I I� MINIMUM _ S00'4241 W 370.73' -' --T��' =10' UTILITY_ EASEMENT R1 CAB. "A", SLIDE 8486, P -R. T.C.T. cYAS CIORD. SYSTEM =],039,392.01 E=z,av,eso-.w * CURVE DATA * ° LINE TABLE C1 R = 35.00' LINE BEARING DISTANCE CRi��i—B11 LINGSL�f AIRPORT # 1, LTD, D = 90'00'00" L1 NOi'46'S7'E 72.5.' VOLUME y CH SN46.4657E L2 S8813'03"E 8.50' y GLUM 1 143, PG, 600, CHL = 4EL50' D,R.T.C.T, ZONED: CC COMMERCIAL S: ASUR\30445-01\SURV\30445-01FPLT.dwy modified by rhamil at Feb 13, 2006 — 2:13prn ---- =- ruv n- tkrr POINT OF BEGINNING 0 co w 0 M ZONED CC: COMMERCIAL LOT 2R (c M.; 4.637 ACRES �S01 '46'57"W 201,961 SQUARE FEET 22.00' N G -=E�IS88i3'03'E r��f 40.00' 25' DRAINAGE EASEMENT 725.00• -- -M--'1 -----------+------- 0 Sib I. F -------------------------------------- IG' UTILITY EASEMENT S00 42 41 W 551.51' s/e ILR, 'KHA" (CM.) S. P, AIRPORT TEXAS 41, LTD. VOLUME 13382, PG, 123, D.R,T.C.T, ZONED; CC COMMERCIAL I GRAPHIC SCALE IN FEET 0 25 50 75 i00 SCALE: 1' = 50' VICINITY MAP NOT TO SCALE DALLAS MAPSCO N0. 1S * GENERAL NOTES * 1. The bearings shown hereon are based on the West right-of-way line of Form -Market 2499 as shown on the plat filed for record in Cabinet "A", Slide 8466, Plat Records, Tarrant County, Texas. 2. The state plane coordinates shown hereon are based of the Texas Coordinate System, North Central Zone, NAD83. The angle between plat bearing and grid bearing = -00' 01' 59". 3. This plot supersedes and does hereby vacate all lots, easements and rights-of-way shown on oil previous plats of this property. Said plats shall no longer have any force or effect upon approval of this replat by the City of Grapevine, Texas. Previous plats of Lot 2, Block B, Grapevine Vineyard: Cabinet "A", Slide 5182 and Cabinet "A", Slide 5997, Plat Records, Tarrant County, Texas. 4. All corners are monumented with a 5/8 inch iron rod set with a cap stamped "Bury+Partners", unless otherwise shown hereon. 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 Federal Emergency Management Agency, Flood Insurance Rate Map, as shown Map No. 48439CO210 H,dated August 2, 1995, for the City of Grapevine, Tarrant County, Texas and incorporatedareas. If this site is not within an identified Special Flood Hazard Area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. This flood statement shall not create liability on the part of the surveyor. 6. Area Summary. Right -of -Way Dedication: 0 Square Feet Easement Dedication: 33,584 Square Feet Net Platted Area: 235,337 Square Feet Total Platted Area: 268,921 Square Feet PLANNING & ZONING COMMISSION: Date Approved: — Chairman: Secretary: GRAPEVINE CITY COUNCIL Date Approved: City Secretary: * LEGEND LOTS 2R AND 3 I.R.F, IRON ROD FOUND C.C. COUNTY CLERK C.I.R.S. CAPPED 1/2" IRON ROD SET VOL VOLUME STAMPED "BURY+PARTNERS" PG. PAGE GI.R.F. CAPPED IRON ROD FOUND CAB, CABINET C.M. CONTROLLING MONUMENT ESMT. EASEMENT L1 DENOTES LINE IDENTIFIED R.O.W. RIGHT-OF-WAY This document shall not be IN LINE TABLE MIN. MINIMUM C1 DENOTES CURVE IDENTIFIED IN CURVE TABLE F.F. FINISHED FLOOR D.R.T.C.T. DEED RECORDS, TARRANT ELEV. ELEVATION COUNTY, TEXAS U11L. UTILITY P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS * GENERAL NOTES * 1. The bearings shown hereon are based on the West right-of-way line of Form -Market 2499 as shown on the plat filed for record in Cabinet "A", Slide 8466, Plat Records, Tarrant County, Texas. 2. The state plane coordinates shown hereon are based of the Texas Coordinate System, North Central Zone, NAD83. The angle between plat bearing and grid bearing = -00' 01' 59". 3. This plot supersedes and does hereby vacate all lots, easements and rights-of-way shown on oil previous plats of this property. Said plats shall no longer have any force or effect upon approval of this replat by the City of Grapevine, Texas. Previous plats of Lot 2, Block B, Grapevine Vineyard: Cabinet "A", Slide 5182 and Cabinet "A", Slide 5997, Plat Records, Tarrant County, Texas. 4. All corners are monumented with a 5/8 inch iron rod set with a cap stamped "Bury+Partners", unless otherwise shown hereon. 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 Federal Emergency Management Agency, Flood Insurance Rate Map, as shown Map No. 48439CO210 H,dated August 2, 1995, for the City of Grapevine, Tarrant County, Texas and incorporatedareas. If this site is not within an identified Special Flood Hazard Area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. This flood statement shall not create liability on the part of the surveyor. 6. Area Summary. Right -of -Way Dedication: 0 Square Feet Easement Dedication: 33,584 Square Feet Net Platted Area: 235,337 Square Feet Total Platted Area: 268,921 Square Feet PLANNING & ZONING COMMISSION: Date Approved: — Chairman: Secretary: GRAPEVINE CITY COUNCIL Date Approved: City Secretary: 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 THECITY 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 Preliminary ZONED: CC COMMERCIAL This document shall not be recorded for any purpose. OWNER/APPLICANT: ENGINEER/SURVEYOR: For Review Purposes Only GRAPEVINE AMERICAN. LTD. BURY + PARTNERS-DFW, INC. wham C. Haddock, R.P.L.S. 1800 VALLEY VIEW LANE 5310 HARVEST HILL Regcstratlon No, 5764 1 HICKORY CENTER SUITE 100 January 6, 2006 DALLAS, TEXAS 75234 DALLAS, TEXAS 75230 (972) 981-0011 (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 OWNER'S CERTIFICATE WHEREAS, GRAPEVINE AMERICAN LTD., is the sale owner of a 6.174 acre tract of land located in the James Gibson Survey, Abstract No. 587, City of Grapevine, Tarrant County, Texas, and being all of Lot 2, Block B, Grapevine Vineyard, an addition to the City of Grapevine, Tarrant County, Texas, according to the plat filed for record in Cabinet A", Slide 8466, Plat Records, Tarrant County, Texas, said Lot 2, Block B being a portion of that certain tract of land described in the deed to said Grapevine American .Ltd., filed for record in Volume 12937, Page 211, Deed Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod found with a cap stamped "KHA" at the Northerly end of o corner clip at the intersection of the South right—of—way fine of Grapevine Mills Boulevard North (formerly known as Anderson—Gibson Rood or County Road No. 3044) and the East right—of—way line of Farm—Market 2499 (a 150 foot wide right—of—way), said iron rod also being the most Northerly Northwest corner of Tract 8 (Future Right—of—Way) as shown on said plat of Grapevine Vineyard; THENCE North 84' 11' 40" East, along the South right—of—way line of said Grapevine Mills Boulevard North, a distance of 100.51 feet, to a 1/2 inch iron rod found for the most Northerly Northeast corner of said Tract 8 and the most Northerly Northwest corner of said Lot 2, said iron rod also being the POINT OF BEGINNING of the herein described tract of land; THENCE continuing along said South line as follows: North 84' 11' 40" East, a distance of 124.62 feet, to a 5/8 inch iron rod found with a cap stamped "KHA"; North 88' 15' 10" East, a distance of 197.01 feet, to a 5/8 inch iron rod found; North 89' 20' 41" East, a distance of 155.72 feet, to a 5/8 inch iron rod 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 in the deed to S.P. Airport Texas #1, Ltd., filed for record in Volume 13382, Page 123, Deed Records, Tarrant County, Texas; THENCE South 00' 42' 41" West, along the East line of said Lot 2 and the West line of said 13.7532 acre tract, at a called distance of 426.05 feet, passing the Southwest corner of said 13.7532 acre tract, and continuing in all, a distance of 551.51 feet, to a 1/2 inch iron rod found with a cap stamped "USA" for the Southeast corner of said Lot 2 and the Northeast corner of Lot 1, Block B of said Grapevine Vineyard; THENCE North 88' 13' 03" West, along the South line of said Lot 2 and the North line of said Lot 1, a distance of 506.03 feet, to an "X" cut in the concrete pavement of an existing concrete drive, said "X" out being the Northwest corner of Lot 1 and Southwest corner of Lot 2, and being on the East line of the aforementioned Tract B; THENCE along the East line of said Lot B and the West line of said Lot 2 as follows: 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. OWNER'S DEDICATION NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT GRAPEVINE AMERICAN, LTD., does hereby adopt this plat of LOTS 2R AND 3, BLOCK B, GRAPEVINE VINEYARD, an addition to the City of Grapevine, Tarrant County, Texas, and does hereby dedicate to the public use forever the right—of—way and easements shown hereon. The easments shown hereon are hereby reserved for the purposes as indicated. The utility easements shall be open for all City and franchised public utilities for each particular use. The maintenance of paving on the easements are the responsibility of the propety owners. No buildings or auxiliary structures shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for the mutual use and accomodation of all public utilities using, or desiring to use some, Any City or franchised utility shall have the full right to remove and keep removed all or parts of any fenced, trees, shrubs or other imporvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the easements and all City or franchised utilities shall at all times have the full right of ingress and egress to and from and upon said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective system without the necessity at any time of procurring the permission of anyone. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Grapevine, Texas, WITNESS MY HAND this the _day of 2006 GRAPEVINE AMERICAN, LTD. R. L. Lemke, Vice President STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, a Notary Public, on this day personally appeared R. L. LEMKE, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of 2006. Notary Public in and for the State of Texas S:ASUR\30445-01\SURV\30445-01FP1-T_dwq modified `Dy rhamil nt Fab 13, 2006 -- 2:13prn AIAGA11ON RELEASE STATE OF TEXAS COUNTY OF TARRANT WHEREAS, GRAPEVINE AMERICAN, LTD., hereinafter called "Owner", is the owner of that certain parcel of land located in the City of Grapevine, Tarrant County, Texas, being more particularly described on this plat. NOW, THEREFORE, in consideration of the sum of ONE AND 00/100 ($1.00) DOLLAR and other valuable consideration, the receipt and sufficiency of which is hereby fully acknowledged and confessed. Owner does hereby waive, release, remise and quit claim to the City of Grapevine, Tarrant County, Texas, The Dallas—Fort Worth International Airport Board, The Cities of Dallas, Texas and Fort Worth, Texas, their successors and assigns, hereinafter called "Cities", for the use and benefit of the public and its agencies, any and all claims for damages of any kind to persons or property that Owner may suffer by reason of the passage and flight of all aircraft in the air space above Owner's property above the height restriction as presently established by Ordinance No. 73-50 for the City of Grapevine, known as the Airport Zoning Ordinance of the Dallas—Fort Worth International Airport, to on infinite height above some, whether such damage shall originate from noise, vibration, fumes, dust, fuel and lubricant particles, and all other effects that may be caused by the operation of aircraft, landing at or taking off from, or operating at or on the Dallas—Fort Worth International Airport. This instrument does not release the owners or operators of aircraft from liability for damage or injury to person or property caused by falling aircraft or falling physical objects from oicraft, except as stated herein with respect to noise, fumes, dust, fuel and lubricant particles. It is agreed that this Release shall be binding upon said owner and his heirs and assigns, and successors in intrest to said property, and it is further agreed that this instrument shall be a covenant running with the land, and shall be recorded in the Deed Records of the county or counties in which the property is located. EXECUTED at Dallas, Texas, this—day of , 2006. GRAPEVINE AMERICAN, LTD. L. Lemke, Vice President STATE OF TEXAS COUNTY OF DALLAS + BEFORE ME, a Notary Public, personally appeared R. L. LEMKE, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of 2006. Notary Public in and for the State of Texas SURVEYOR'S CERTIFICATION I, William C. Haddock, of Bury+Partners—DFW, Inc. a Registered Professional Land Surveyor in the State of Texas, do hereby declare that I prepared this plat from an actual and accurate survey on the land and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the platting rules and regulations of the State of Texas and the City of Grapevine, Texas. Surveyed on the ground December 30, 2005. William C. Haddock, R.P.L.S. State of Texas No. 5764 Bury+Partners—DFW, Inc. 5310 Harvest Hill Road, Suite 100 Dallas, Texas 75230 (972) 991-0011 Preliminary This document shall not be recorded for any purpose. For Review Purposes Only Wllllam C. Haddock, R.P,LS. Reglstration No. 5764 January 6, 2006 STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, a Notary Public, personally appeared William C. Haddock, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of 2006. Notary Public in and for the State of Texas 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 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 (972) 991-0011 (469) 522-4200 TEL. CONTACT: BILL HADDOCK, R.P.L,S. PLAT FILED IN CABINET , SLIDE , P.R,T.C.T. DATE: SHEET 2 OF 2 �+0. cnu,rc-- i � zs• eulfnlxc str Ir i �s9 C IT— YIok ,.AN 01 s4o— 539 _5�f BARRIER ��M - sa F:\30445-0t\445D1SPN.dwg modified by'r,48 414 a(U1P�gF��i SP,i;6e g mod; Gm by rhnml et Fen 13, 2006 - 1: SITE DATA LANDSCAPE. LANDSCAPE LANDSCAPE * m 88"2 PLANTER PLANTERS. .sac _PLANTER —_ ZONED: CC DISTRICT PARKING REQUIRED Ft 200) 74S AGES PARKING PROVIDED ITOTAQ 79 SPACES 1 spa Proposed La -Z -BIG / I ;�in 14,652 sf 14,652 SO. FT. F:\30445-0t\445D1SPN.dwg modified by'r,48 414 a(U1P�gF��i SP,i;6e g mod; Gm by rhnml et Fen 13, 2006 - 1: SITE DATA LA -Z -BOY * m 88"2 LOT 21BLOCK B -. 1.537Ac.. 66 9'00 Sq. Pt. ZONED: CC DISTRICT PARKING REQUIRED Ft 200) 74S AGES PARKING PROVIDED ITOTAQ 79 SPACES HANDICAP PARKING REQUIRED 2 STD./ 1 VAN HANDICAP PARKING PROVIDED 2 STO 12 VAN BUILDING SQUARE FOOTAGE 14,652 SO. FT. BUILDING HEIGHT 31' LOT COVERAGE 21.88% OPEN SPACE AREA '5,029 $0. PT. OPEN SPACE COVERAGE 22-44 [A:LLDIMENSIONS SHOWN ARE TOFACE OF UNLESS OTHERWISE NOTED VICINITY MAF NTS (MAPSCO GRID I -S) (DALLAS) 0 1530 45 80 1.@3, CASE NAME: LA—Z—BOY CASE NUMBER: CU06-03 LOCATION: 3450 GRAPEVINE MILLS PARKWAY LOTS 2R & 3, GRAPEVINE VINEYARD MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: SHEET:_ OF_ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SITEPLAN * m 88"2 k a °QaosD LOT 2, BLOCK B FAL GRAPEVINE VINYARD AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, JANUARY 6, 2006 OWNER: CIVIL ENGINEER/APPLICANT: SURVEYOR: GRAPEVINE AMERICAN, LTD. BURY + PARTNERS—DFW, INC. BURY + PARTNERS—DFW, INC. BENCHMARK: 1800 VALLEY VIEW LANE 5310 HARVEST HILL ROAD, SUITE 100 5310 HARVEST HILL ROAD, SUITE 100 BM#1=539.70 1 HICKORY CENTER DALLAS, TEXAS 75230 DALLAS, TEXAS 75230 BOXCUT FOUND ON INLET 500'SQUTH OF STARS a STRIPES WAY ON THE '',EST SIDE OF F . 2499 @ THE SOUTHEAST CORNER OF DALLAS, TEXAS 75234 PHONE: (214) 631-1813 PHONE: (972) 991-0011 PHONE: (972) 991-0011 CONTACT: SHERROD BIBB, P.E. CONTACT: DAVE DE WEIRDT, R.RL.S. THE'ROOM$ TOGOPARKING LOT. CONTACT: LEW BROWN CASE NO: SHEET 1 OF 1 13 1. STANDARDS AND SPECIFICATIONS` ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL PUBLIC IMPROVEMENTS SHALL BE IN ACCORDANCE 1WTH THE GOVERNING AUTHORITIES' ORDINANCES, REGULATIONS, REQUIREMENTS, STATUTES, SPECIFICATIONS AND DETAILS, LATEST PRINTING AND AMENDMENTS THERETO, THE GOVERNING AUTHORITIES' PUBLIC WORKS AND WATER DEPARTMENT REQUIREMENTS, PLUMBING CODES, AND FIRE DEPARTMENT REGULATIONS SHALL TAKE PRECEDENT FOR ALL PRIVATE IMPROVEMENTS WHERE APPLICABLE ALL OTHER PRIVATE CONSTRUCTION, NOT REGULATED BY THE GOVERNING AUTHORITY, SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, NORTH CENTRAL TEXAS - NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS, LATEST PRINTING AND AMENDMENTS THERETO, EXCEPT AS MODIFIED OR AMENDED BY THE PROJECT CONTRACT DOCUMENTS, 2 EXAMINATIdN OF $INE THE CONTRACTOR ACKNOWLEDGES THAT HE HAS INVESTIGATED AND SATISFIED HIMSELF AS TO THE CONDITIONS I OF THE GROUND, THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRELIMINARY TO AND DURING PERFORMANCE OF THE NTRACTOR ACKNOWLEDGES THAT HE HAS INSPECTED THE SITE OF THE WORK AND IS FAMILIAR WITH THE SOIL CONDITIONS TO BE ANY FAILURE BY THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE AVAILABLE INFORMATION WILL NOT RELIEVE HIM FROM FOR ESTIMATING PROPERLY THE DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE WORK. THE DEVELOPER ASSUMES NO FOR ANY CONCLUSIONS OR INTERPRETATIONS MADE BY TIE CONTRACTOR ON THE BASIS OF THE INFORMATION MADE AVAILABLE BY 3. SUBSURFACE INVESTIGATION: SUBSURFACE EXPLORATION TO ASCERTAIN THE NATURE OF SOILS, INCLUDING THE AMOUNT OF ROCK, IF ANY, IS THE RESPONSIBNTY OF THE CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE SUCH SUBSURFACE INVESTIGATIONS AS HE DEEMS NECESSARY TO DETERMINE THE NATURE OF THE MATERIAL TO BE ENCOUNTERED. SOME SUBSURFACE EXPLORATION HAS BEEN PERFORMED BY THE GEOTECHNICAL ENGINEER OF RECORD ON THE PROJECT AND IS PROVIDED FOR INFORMATIONAL PURPOSES. THE DEVELOPER 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 SOIL BEARING VALUES, ROCK PROFILES, SOILS STABILITY AND THE PRESENCE, LEVEL AND EXTENT OF UNDERGROUND WATER. 4. TOPOGRAPHIC SURVEY: TOPOGRAPHIC SURVEY INFORMATION SHOWN ON THE PLANS IS PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE INFORMATION SHOWN IS CORRECT, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY ERRORS. DISCREPANCIES OR OMISSIONS TO THE SURVEY INFORMATION PROVIDED. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL SURVEY SHALL BE BORNE BY THE CONTRACTOR. & COMPLIANCE WITH LAWS: THE CONTRACTOR SHALL FULLY COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, INCLUDING ALL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS CONTRACT AND THE WORK TO BE DONE THEREUNDER, WHICH EXIST OR MAY BE ENACTED LATER BY GOVERNMENTAL BODIES HAVING JURISDICTION OR AUTHORITY FOR SUCH ENACTMENT. ALL WORK REQUIRED UNDER THIS CONTRACT SHALL COMPLY NTH ALL REQUIREMENTS OF LAW, REGULATION, PERMIT OR LICENSE. IF THE CONTRACTOR FINDS THAT THERE IS A VARIANCE, HE SHALL IMMEDIATELY REPORT THIS TO THE DEVELOPER FOR RESOLUTION. 8. PUBLIC CONVENIENCE AND SAFETY: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK THIS REQUIREMENT SH 23 TRAFFIC CONTROL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP AND SUBMIT FOR APPROVAL BY THE GOVERNING AUTHORITIES, A TRAFFIC CONTROL PLAN, PREPARED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS, OUTLINING TRAFFIC MANAGEMENT PROCEDURES TO BE PROVIDED DURING CONSTRUCTION. TRAFFIC CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING ADDITIONAL REQUIREMENTS: A. CONSTRUCTION OF SIGNING AND BARRICADES SHALL CONFORM WITH THE "1980 TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AS CURRENTLY AMENDED, TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION. B. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH BARRICADES, FLARES, FLAGMEN, ETC., FOR THE PROTECTION OF THE PUBLIC, EMPLOYEES AND THE WORK. C. THE CONTRACTOR SHALL PERFORM HIS WORK IN SUCH A MANNER AS TO CREATE A MINIMUM OF INTERRUPTION TO TRAFFIC ALONG ADJACENT ROADWAYS. TWO WAY TRAFFIC MUST BE MAINTAINED ON ALL ROADWAYS AT ALL TIMES THROUGHOUT CONSTRUCTION UNLESS WRITTEN PERMISSION IS GRANTED BY THE GOVERNING AUTHORITIES. D. ALL SIGNAGE, MARKINGS, LIGHTING, BARRICADES, FLAGMEN AND OTHER DEVICES AND PERSONNEL REQUIRED FOR TRAFFIC CONTROL DURING CONSTRUCTION OF THE PROJECT WILL BE INCLUDED IN THE CONTRACT AMOUNT. E ALL TRAFFIC CONTROL DEVICES USED DURING NIGHTTIME SHALL BE REFLECTORIZED. ILLUMINATED FROM WITHIN OR EXTERNALLY ILLUMINATED. F. THE CONTRACTOR SHALL NOT REMOVE ANY REGULATORY SIGN, INSTRUCTIONAL SIGN, WARNING SIGN, STREET NAME SIGN OR ANY SIGNAL. WHICH CURRENTLY EXISTS, WITHOUT THE CONSENT OF THE GOVERNING AUTHORITIES. G THE CONTRACTOR SHALL MAINTAIN AND REPLACE WHERE NECESSARY ALL SIGNS, LIGHTS, MARKINGS AND TEMPORARY PAVEMENT THROUGHOUT THE CONSTRUCTION PERIOD. H THE CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL MEASURES AT THE END OF CONSTRUCTION AND RESTORE UNIMPROVED PAVEMENT AND OTHER DISTURBED AREAS TO THEIR ORIGINAL CONDITION. 2A ACCESS TO ADJACENT PROPERTIES` ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE DIRECTED BY THE GOVERNING AUTHORITIES AND/OR DEVELOPER. 25 ACCESS ROUTES, STAGING AREAS AND STORAGE AREAS: ALL PRIVATE HAUL ROADS AND ACCESS ROUTES AND THE LOCATION OF ALL STAGING AREAS AND STORAGE AREAS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ALL ROADS AND OTHER FACILITIES USED DURING CONSTRUCTION. UPON COMPLETION OF THE PROJECT, ALL HAUL ROADS, ACCESS ROADS, STAGING AREAS AND STORAGE AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT AT THE TIME THE CONTRACTOR COMMENCES WORK ON THE PROJECT. 2& PARKING OF CONSTRUCTION EQUIPMENT: AT NIGHT AND DURING ALL OTHER PERIODS OF TIME WHEN EQUIPMENT IS NOT BEING ACT ALL 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. MATERIALS STORED ON THE WORK SITE SHALL BE SO PLACED, AND THE WORK SHALL AT ALL TIMES BE $O CONDUCTED, AS TO CAUSE NO GREATER OBSTRUCTION TO THE TRAVELING PUBLIC THAN IS CONSIDERED ACCEPTABLE BY THE GOVERNING AUTHORITIES AND DURING THE CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL COMPLY WITH THE PRESENT ZONING REQUIREMENTS OF THE GOVERNING AUTHORITIES IN THE USE OF VACANT PROPERTY FOR STORAGE PURPOSES. THE CONTRACTOR SHALL ALSO PROVIDE ADEQUATE BARRICADES, THE DEVELOPER. THE MATERIALS EXCAVATED SHALL BE PLACED SO AS NOT TO ENDANGER THE WORK OR PREVENT FREE ACCESS TO ALL FIRE HYDRANTS, WATER MARKERS AND LIGHTS TO PROTECT THE DEVELOPER, THE GOVERNING AUTHORITIES, THE PUBLIC AND THE OTHER WORK. ALL BARRICADES, LIGHTS, ANDMARKERS MUST MEET THE REQUIREMENTS VALVES, GAS VALVES, MANHOLES. AND FIRE ALARM OR POLICE CALL BOXES IN THE VICINITY. OF THE GOVERNING AUTHORITIES' REGULATIONS. THE DEVELOPER RESERVES THE RIGHT TO REMEDY ANY NEGLECT ON THE PART OF THE CONTRACTOR WITH REGARDS TO THE PUBLIC CONVENIENCE 27. WATER FOR CONSTRUCTION: THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR PURCHASING WATER FROM THE GOVERNING AUTHORITY FOR HIS USE ON THE PROJECT SITE. COSTS ASSOCIATED WITH THIS SERVICE SHALL BE INCLUDED IN THE CONTRACT AND SAFETY WHICH MAY COME TO THE DEVELOPER'S ATTENTION, AFTER 24 HOURS NOTICE IN WRITING TO THE CONTRACTOR, SAVE IN CASES OF EMERGENCY, WHEN THE DEVELOPER SHALL HAVE THE RIGHT TO REMEDY ANY NEGLECT WTHOUT NOTICE; AND, IN EITHER CASE, THE COST OF SUCH AMOUNT. WORK DONE BY THE DEVELOPER SHALL BE DEDUCTED FROM THE MONIES DUE OR TO BECOME DUE THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE DEVELOPER AND THE GOVERNING AUTHORITIES WHEN ANY STREET IS TO BE CLOSED OR OBSTRUCTED; SUCH NOTICE SHALL IN THE 28 TEMPORARY ELECTRIC AND COMMUNICATIONS FOR CONSTRUCTION: THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR CASE OF MAJOR THOROUGHFARES OR STREETS UPON WHICH TRANSIT BY THE DEVELOPER OR THE GOVERNING AUTHORITIES. KEEP ANY STREET OR INSTALLATION AND PURCHASING OF TEMPORARY ELECTRIC AND COMMUNICATIONS SERVICES FROM THE GOVERNING AUTHORITIES FOR HIS USE ON 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 BRIDGES OR TO MAKE OTHER ARRANGEMENTS FOR CROSSING OVER DITCHES OR STREAMS, HIS RESPONSIBILITY FOR ACCIDENTS SHALL INCLUDE THE ROADWAY APPROACHES AS WELL AS THE STRUCTURES OF SUCH CROSSINGS. 21 FENCES ALL FENCES ENCOUNTERED AND REMOVED DURING CONSTRUCTION, EXCEPT THOSE DESIGNATED TO BE REMOVED OR RELOCATED, 7. STORM WATER POLLUTION PREVENTION PLAN (SWP3k THE CONTRACTOR SHALL COMPLY NTH THE CONDITIONS OF THE SWP3 WHILE CONDUCTING SHALL BE RESTORED TO THE ORIGINAL OR BETTER THAN CONDITION UPON COMPLETION OF THE PROJECT. WHERE WIRE FENCING, EITHER WIRE MESH OR BARBED WRE, IS TO BE CROSSED, THE CONTRACTOR SHALL SET CROSS -BRACED POSTS ON EITHER SIDE OF THE CROSSING. TEMPORARY FENCING SHALL BE ERECTED IN PLACE OF THE FENCING REMOVED WHENEVER THE WORK IS NOT IN PROGRESS, AND WHEN THE SITE HIS ACTIVITIES ON THE PROJECT. IN ADDITION TO CONSTRUCTING THOSE ITEMS INDICATED ON THE PLAN SHEETS, COMPLIANCE WITH THE SWP3 INCLUDES CONFORMANCE TO CERTAIN PRACTICES AND PROCEDURES IS VACATED OVERNIGHT AND/OR AT ALL TIMES TO PREVENT PERSONS AND/OR LIVESTOCK FROM ENTERING THE CONSTRUCTION AREA. TIE (IDENTIFIED IN THE SWP3) DURING PROJECT CONSTRUCTION. COST OF FENCE REMOVAL, TEMPORARY CLOSURES AND REPLACEMENT SHALL BE INCLUD :D IN THE CONTRACT. & PERMITS AND LICENSES THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE 3G DRAINAGE CHANNEL& WHERE EXISTING DRAINAGE CHANNELS ARE TEMPORARILY DISTURBED OR BLOCKED DURING CONSTRUCTION, IT SHALL WORK AND SHALL FULLY COMPLY WITH ALL THEIR TERMS AND CONDITIONS. WHENEVER THE WORK UNDER THIS CONTRACT REQUIRES THE OBTAINING OF PERMITS FROM THE GOVERNING AUTHORITIES, THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF SUCH PERMITS TO THE BE RESTORED TO THE ORIGINAL CONDITION, GRADE AND CROSS SECTION AFTER CONSTRUCTION IS COMPLETED, DEVELOPER BEFORE THE WORK COVERED THEREBY IS STARTED. NO WORK WILL BE ALLOWED TO PROCEED BEFORE SUCH PERMITS ARE OBTAINED. 31. COORDINATION WITH OTHERS: IN THE EVENT THAT OTHER CONTRACTORS ARE DOING WORK IN THE SAME AREA SIMULTANEOUSLY WITH THE B. IMPACT FEES THE DEVELOPER WALL PAY ALL IMPACT FEES APPLICABLE TO THE PROJECT, PROJECT, THE CONTRACTOR SHALL COORDINATE HIS PROPOSED CONSTRUCTION WITH THAT OF THE OTHER CONTRACTORS, !0. BONDS PERFORMANCE, PAYMENT AND MAINTENANCE BONDS WILL BE REQUIRED FROM THE CONTRACTOR FOR ALL WORK CONSIDERED TO BE "PUBLIC" 32 CONDITION OF SITE DURING CONSTRUCTION: DURING CONSTRUCTION OF HE WORK, THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE SITE OF THE WORK AND ADJACENT PREMISES AS FREE FROM MATERIAL, DEBRIS AND RUBBISH AS IS PRACTICABLE AND SHALL REMOVE SAME FROM IMPROVEMENTS. BONDS SHALL BE IN THE FORM AND IN THE AMOUNTS AS REQUIRED BY THE GOVERNING AUTHORITIES, ANY PORTION OF THE SITE IF, IN THE OPINION OF THE DEVELOPER, SUCH MATERIAL, DEBRIS OR RUBBISH CONSTITUTES A NUISANCE OR IS 11. 4FNDOR'S CERTIFICATION: ALL MATERIALS USED IN CONSTRUCTION SHALL HAVE A VENDOR'S CERTIFIED TEST REPORT. TEST REPORTS SHALL OBJECTIONABLE. IN CASE OF FAILURE ON THE PART OF 7}iE CONTRACTOR UNDER HIS CONTRACT, OR WHERE SUFFICIENT CONTRACT FUNDS ARE UNAVAILABLE FOR THIS PURPOSE, THE CONTRACTOR OR HIS SURETY SHALL REIMBURSE THE DEVELOPER FOR ALL SUCH COSTS. BE DELIVERED TO THE ENGINEER BEFORE PERMISSION WALL E GRANTED FOR USE OF THE MATERIAL. ALL VENDOR'S TEST REPORTS SHALL BE MOE OF PAVEMENT SUBJECT TO REVIEW BY THE ENGINEER, AND SHALL BE SUBJECT TO VERIFICATION BY TESTING OF SAMPLES OF MATERIALS RECEIVED FOR USE EXISTING ON THE PROJECT. IN THE EVENT ADDITIONAL TESTS ARE REQUIRED, THEY SHALL BE PERFORMED BY AN APPROVED INDEPENDENT TESTING COSTS ASSOCIATED NTH MAINTAINING THE CLEANLINESS OF EXISTING ROADS SHALL BE INCLUDED IN THE CONTRACT AMOUNT. LABORATORY AND SHALL BE PAID FOR BY THE GONTRACTOR, 34, DUST CONTROL: THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO CONTROL DUST ON THE PROJECT SITE BY SPRINKUNG OF 12 TESTING: THE TESTING AND CONTROL OF ALL MATERIALS USED IN THE WORK SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY, WATER, OR ANY OTHER METHODS APPROVED BY THE GOVERNING AUTHORITIES, AND SHALL PROVIDE ALL EQUIPMENT AND PERSONNEL REQUIRED EMPLOYED AND PAID DIRECTLY BY THE DEVELOPER. IN THE EVENT THE RESULTS OF INITIAL TESTING DO NOT COMPLY NTH THE PLANS AND SUBSEQUENT TESTS NECESSARY DETERMINE THE ACCEPTABILITY OF MATERIALS OR CONSTRUCTION SHALL BE FURNISHED AND SPECIFICPAID TO PREVENT DUST FROM BECOMING NUISANCE TO THE ADJACENT PROPERTIES. THE C, PAID BY THEDE CONTRACTOR AS DIRECTED BY THE DEVELOPER. PAYMENT FULL BE MADE BY DEDUCTION FROM PAYMENT DUE THECONTRACTOR. 3& GLEAN -UP FOR FINAL ACCEPTANCE: THE CONTRACTOR SHALL MAKE A FINAL CLEAN UP OF ALL. PARTS OF THE WORK BEFORE ACCEPTANCE TO BY THE DEVELOPER. THIS CLEAN UP SHALL INCLUDE REMOVAL OF ALL OBJECTIONABLE MATERIALS AND, IN GENERAL, PREPARING THE SITE OF 13. INSPECTION: INSPECTION OF THE PROPOSED CONSTRUCTION WILL BE PROVIDED BY THE GOVERNING AUTHORITIES AND/OR THE DEVELOPER. THE WORK IN AN ORDERLY MANNER OF APPEARANCE. COSTS FOR INSPECTION SERVICES WILL BE PAID BY THE DEVELOPER. THE CONTRACTOR SHALL PROVIDE ASSISTANCE BY PROVIDING EXCAVATION, TRENCH SAFETY, OTHER WORK NECESSARY TO FACILITATE INSPECTION ACTIVITIES, AND SHALL GIVE SUFFICIENT NOTICE WELL ADVANCE OF 3& REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK ALL WORK WHICH HAS BEEN REJECTED OR CONDEMNED SHALL BE REPAIRED, OR F IT C PENDING CONSTRUCTION ACTIVITIES TO THE GOVERNING AUTHORITIES AND/OR DEVELOPER FOR SCHEDULING OF INSPECTION SERVICES. C CANNOT BE REPAIRED SATISFACTORILY, IT SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. DEFECTIVE MATERIALS SHALL BE PVMT IMMEDIATELY REMOVED FROM THE WORK SITE. WORK DONE BEYOND THE LINE OR NOT IN CONFORMITY NTH THE GRADES SHOWN ON THE 14, SCOP 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 WTHOUT WRITTEN REQUIRED BY THE GOVERNING AUTHORITIES AND THE PROJECT CONTRACT DOCUMENTS IN ACCORDANCE WITH ITEM 1.2B OF THE STANDARD AUTHORITY AND PRIOR AGREEMENT IN WRITING AS TO PRICES, SHALL BE AT THE CONTRACTOR'S RISK, AND WILL BE CONSIDERED UNAUTHORIZED, 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, 15. SIRVEYINGt 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 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 THE COMPLETION OF THE PROJECT. CONTRACTOR. 18. PROTECTION OF PROPERTY CORNERS AND BENCHMARK& THE CONTRACTOR SHALL PROTECT ALL PROPERTY CORNER MARKERS AND 37. DISPOSITION AND DISPOSAL OF EXCESS AND UNSUITABLE MATERIALS: ALL MATERIALS TO BE REMOVED FROM THE SITE INCLUDING BUT NOT BENCHMARKS, AND WHEN ANY SUCH MARKERS OR MONUMENTS ARE IN DANGER OF BEING DISTURBED, THEY SHALL BE PROPERLY REFERENCED AND IF DISTURBED SHALL BE RESET BY A REGISTERED PUBLIC SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. LIMITED TO EXCESS MATERIAL AND UNSUITABLE MATERIALS SUCH AS CONCRETE, ASPHALT, LARGE ROCKS, REFUSE, AND OTHER DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROJECT AT THE CONTRACTOR'S 17. EXISTING STRUCTURES THE PLANS SHOW THE LOCATION OF ALL KNOWN SURFACE AND SUBSURFACE STRUCTURES, HOWEVER, THE DEVELOPER TRACTOR SHALL ALSO COMPLY DOTH ALL APPLICABLE LAWS GOVERNING SPILLAGE OF DEBRIS WHILE TRANSPORTING To A 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 THEIREXACT 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 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 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 WTH THE REQUIREMENTS OF THE PROJECT STORM "THE WATER POLLUTION PREVENTION PLAN IN ORDER TO ESTABLISH A GRASS COVER ON DISTURBED AREAS SUBJECTED TO THE EROSION OF THE SOIL 1& PROTECTION OF EXISTING UTILITIES. AS REQUIRED BY TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT", TEXAS ONE CALL SYSTEM MUST BE CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS BEING PERFORMED. IT IS SURFACE. THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TEXAS ONE CALL SYSTEM, 311 RECORD DRAWINGS: TIE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF ALL MATERIALS AND SYSTEMS COVERED BY THE PROJECT CONTRACT DOCUMENTS, THESE RECORD PRINTS WLL BE REVIEWED BY THE DEVELOPER EACH MONTH PRIOR TO THE THE LOCATION AND DIMENSIONS SHOWN ON THE PLANS RELATIVE TO EXISTING UTILITIES ARE BASED ON THE BEST RECORDS AND/OR FIELD PRELIMINARY REVIEW OF CONTRACTOR'S REQUEST FOR PAYMENT. IF THE DRAWINGS ARE NOT COMPLETE, ACCURATE AND UP–TO DATE, THE INFORMATION AVAILABLE AND ARE NOT GUARANTEED BY THE DEVELOPER OR ENGINEER TO BE ACCURATE AS TO LOCATION AND DEPTH. IT SHALL DEVELOPER WILL NOT ACCEPT THE PAYMENT REQUEST. THE COMPLETED SET OF "RECORD" DRAWINGS MUST BE DELIVERED TO THE DEVELOPER BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ADJACENT AND/OR CONFLICTING UTILITIES SUFFICIENTLY IN ADVANCE OF HIS BEFORE REQUESTING FINAL PAYMENT, ACTIVITIES IN ORDER THAT HE MAY NEGOTIATE SUCH LOCAL ADJUSTMENTS AS NECESSARY IN THE CONSTRUCTION PROCESS TO PROVDE ADEQUATE CLEARANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL EXISTING UTILITIES, SERVICES AND STRUCTURES 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 ALL URUTY REMOVALS, REPLACEMENTS AND CONSTRUCTION NTH THE APPROPRIATE GOVERNING AUTHORITIES, THEN REQUEST WRITTEN AUTHORIZATION FROM THE ENGINEER. THE DEVELOPER WILL NOT BE LIABLE FOR DAMAGES DUE TO DELAY AS A RESULT OF THE ABOVE, 10. DAMAGE TO EXISTING FACILITIES: ALL UTILITIES, PAVEMENT, SIDEWALKS, WALLS, FENCES, ETC, NOT DESIGNATED TO BE REMOVED BUT THAT ARE DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO A CONDITION AS GOOD AS OR BETTER THAN THE CONDITIONS PRIOR TO STARTING THE WORK, SOLELY. AT THE EXPENSE OF THE CONTRACTOR. 20. FIRE AND LIFE SAFETY SYEDS : CONTRACTOR SHALL NOT REMOVE, DISABLE OR DISRUPT EXISTING FIRE OR LIFE SAFETY SYSTEMS WITHOUT WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. 21. TRENCH SAFETY: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND MAINTAIN A VIABLE TRENCH SAFETY SYSTEM AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS DIRECTED TO BECOME KNOWLEDGEABLE AND FAMILIAR WITH THE STANDARDS AS SET BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND THE STATE OF TEXAS TAW CONCERNING TRENCHING AND SHORING, THE CONTRACTOR SHALL PROVIDE TRENCH SAFETY SYSTEM PLANS, PREPARED AND SEALED BY A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF TEXAS, FOR THE IMPLEMENTATION OF SAFETY CONTROL MEASURES, MEETING THE REQUIREMENTS OF THE GOVERNING AUTHORITIES, THAT WILL BE IN EFFECT DURING THE PERIOD OF CONSTRUCTION OF THE PROJECT. 22. SAFETY RESTRICTIONS – WORK NEAR HIGH VOLTAGE ONES: THE FOLLOWING PROCEDURES WILL BE FOLLOWED REGARDING THE SUBJECT ITEM ON THIS CONTRACT; A A WARNING SIGN NOT LESS THAN FIVE INCHES BY SEVEN INCHES PAINTED YELLOW WITH BLACK LETTERS THAT ARE LEGIBLE AT 12 FEET SHALL BE PLACED INSIDE AND OUTSIDE VEHICLES SUCH AS CRANES, DERRICKS, POWER SHOVELS, DRILLING RIGS, PILE DRIVER, HOISTING EQUIPMENT OR SIMILAR APPARATUS, THE WARNING SIGN SHALL READ AS FOLLOWS: 'WARNING – UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." S. EQUIPMENT THAT MAY BE OPERATED WITHIN TEN FEET OF HIGH VOLTAGE LINES SHALL HAVE AN INSULATING CAGE–TYPE OF GUARD ABOUT THE BOOM OR ARM, EXCEPT BACKHOES OR DIPPERS. AND INSULATOR LINKS ON THE UFT HOOK CONNECTIONS, C, WHEN NECESSARY TO WORK WITHIN SIX FEET OF HIGH VOLTAGE ELECTRIC ONES, NOTIFY THE POWER COMPANY WHO WILL ERECT TEMPORARY MECHANICAL BARRIERS, DE–ENERGIZE THE LINE OR RAISE OR LOWER THE LINE. THE WORK DONE BY THE POWER COMPANY SHALL BE AT THE EXPENSE OF THE CONTRACTOR. THE NOTIFYING DEPARTMENT SHALL MAINTAIN AN ACCURATE LOG OF ALL SUCH CALLS TO THE POWER COMPANY AND SHALL RECORD ACTION TAKEN M EACH CASE. D. THE CONTRACTOR IS REQUIRED TO MAKE ARRANGEMENTS WITH THE POWER COMPANY FOR THE TEMPORARY RELOCATION OR RAISING OF HIGH VOLTAGE LINES AT THE CONTRACTOR'S SOLE COST AND EXPENSE. E, NO PERSON SHALL WORK WITHIN SIX FEET OF A HIGH VOLTAGE LINE WITHOUT PROTECTION HAVING BEEN TAKEN AS OUTLINED IN PARAGRAPH C. ABOVE. F\30445--01\44501NTSd,vg m dTiad by rhb,il of Feb 13, 20N – 134— PROPERTY UNE BUILDING FINISH FLOOR ELEVATION SPOT MENTION CURB ASPHALT PAVEMENT RIDGE UNE SIVALE ., VALLEY GUTTER CONTOUR ONE STORM DRAIN STORM DRAIN MANHOLE CURB INLET RECESSED CURB INLET GRATE INLET WATER ONE FIRE HYDRANT WATER VALVE WATER METER BOX CONTROL VALVE IRRIGATION METER BACKFLOW PREVENTER DETECTOR CHECK SANITARY SEWER ONE SANITARY SEWER MANHOLE CLEANOUT DOUBLE CLEANOUT LIGHT POLE POWER POLE DOWN GUY SIGN ACCESSIBLE PARKING VAN ACCESSIBLE PARKING RETAINING WALL WOOD FENCE SCREEN WALL FENCE CHAIN LINK FENCE WINE FENCE w ..-. FFE-550.00 hO X Ohp. _–_– PC– ___ 875--® 8'W N/A ID 8"SS P VANvuti TREE N/A OVERHEAD WIRES " " ,.. ___. N/A OVERHEAD ELECTRIC LINE - - . .... ... - -OHE- OVERHEAD TELEPHONE LITE ...._... BHT_ UNDERGROUND ELECTRIC ONE -- - . ------- --NJGE- UNDERGROUND TELEPHONE LINE-- -UGT- UNDERGROUND CABLE ONE -- --- --CATµ ELECTRIC METER 99 ELECTRIC TRANSFORMER CORRUGATED METAL PIPE ELECTRIC SWRCHGFAR CLEANOUT GAS METER CONCRETE GAS ONE --_. -._.. -G--- AIR CONOTTIONING UNIT CENTER ONE FLAG POLE - e0 BENCHMARK N/A BORE HOLE ASPH ASPHALT BC BACK OF CURB B -S BACK TO SACK OF CURB BM BENCHMARK SN BOTTOM OF WALL CAN CABLE TV CFS CUBIC FEET PER SECOND CI CURD INLET CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCT . CL CENTER ONE DOD DOUBLE CLEANOUT DIA DIAMETER DIP DUCILE IRON PIPE DW DOMESTIC WATER EL ELEVATION DAN ELECTRIC MANHOLE EP MOE OF PAVEMENT EX EXISTING PC FACE OF CURB F -F FACE TO FACE OF CURB FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FM FORCE MAIN TO FIBER OPTICS FP FINISHED PAD FPS FEET PER SECOND FL FLOW ONE FW FIRE WATER G GAS GI GRATE INLET GM GAS METER HDPE HIGH OENSDY POLYETHYLENE PIPE HDWL HEADWALL HMAC HOT MO ASPHALTIC CONCRETE NORM HORIZONTAL HP HIGH POINT HVAC HEATING, VENTILATION AND ROW AIR CONDITIONING IRR IRRIGATION JB JUNCTION BOL JF JOINT OF UNEAR FEET LP LOW POINT LT LEFT MH MANHOLE N/A NOT APPLICABLE NO NATURAL GROUND (EXISTING) PC POINT OF CURVATURE PIX: POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PN POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PRC POINT OF REVERSE CURVATURE PROP PROPOSED PT POINT OF TANGENCY PVC POUNINYL CHLORIDE PIPE PVMT PAVEMENT N/A N/A N/A N/A N/A - N/A L N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A OCEW ON CENTER EACH WAY ONE OVERHEAD ELECTRIC R RADIUS RCB REINFORCED CONCRETE BOX RCI RECESSED CURB INLET RCP REINFORCED CONCRETE PIPE RCCP REINFORCED CONCRETE CYLINDRICAL PIPE ROW REINFORCED RL RIDGE ONE ROW RIGHT OF WAY RT MGM SF SQUARE FEET SO STORM DRAIN SQ SQUARE SS SANITARY SEWER STA STATION SY SQUARE YARD T TELEPHONE TO TOP OF CURB TD TOP OF GROUND TMH TELEPHONE MANHOLE TOB TOP OF BANK TOS TIDE OF SLOPE TP TOP OF PAVEMENT TR TOP OF WALL TYP TYPICAL UGE UNDERGROUND ELECTRIC VCP VITRIFIED CLAY PIPE W WATER WN WATER VALVE L. 0 O ®GOm a 0 yM ® 78$ 0 m LL m O O U ii d SHEET c -A A ■ i unu7Y- I 25' BUILDING "ACK- ill f4Q1'46'57"E - 212.00' -' 7__. 540® 539 540' 537 i �- 1 1 C36.60 a TIC 7 20 i 5 _ GT115 \ TC36.00 53T I ` <GT36.10 (�,... �,�-� \ - GT35.50 i I AN VAN I 00 ,. I� 5.75 6.455:9' 6.35 Y 5.30 f 5.50 LLT s36'I �) 525 Sd6` i 36.70 g'S6 3 .23 53 TC36.73 TG36,73 ' � I GT36.23 i GT36.23 ! 34.50 \ ( I TC36 10 - � ... TC35.60 GT35 60 _ GT36.10 TC35.40 -' .. 6.65. ,. s3s' GT34.90 6.50 r_E6.96 _6.50 .._... :5_ 34.25 w _ - . 7 O 6.00 TC35.73 GT35.23 - A 534') _..__. 535' M f 53�� M t I I Propposed La-Z i - / f ° 6" BELOW FINISHED GRADE FOR ALL LANDSCAPE AREAS. ' _j A TOLERANCE OF +/- 0.10 FEET OF THE FINISHED GRADE WILL BE ALLOWED FOR ALL AREAS UNDER PROPOSED BUILDING PADS AND UNDER PROPOSED -Bo 14,652 s7Sg PAVEMENT. ALL LANDSCAPE AREAS ARE TO BE GRADED WITHIN +/- 0.30 FEET OF THE FINISHED GRADE. p 6 ® " 35.75 q t� SHALL COMPLY WITH ALL ADA AND TEXAS ACCESSIBILITY STANDARDS FOR REQUIREMENTS REGARDING MAXIMUM SLOPES FOR HANDICAP PARKING AREAS, (_ SIDEWALKS, ACCESS RAMPS AND ACCESSIBLE ROUTES. Q� 12. LANDSCAPE AREAS ALL LANDSCAPE AREAS AND OTHER DISTURBED AREAS WITHIN THE LIMITS OF THE PROPERTY NOT DESIGNATED TO BE PAVED SHALL RECEIVE SIX (6) INCHES OF TOPSOIL. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS AND/OR LANDSCAPE PLANS FOR LIMITS OF TOPSOIL PLACEMENT. 13. EARTHWORK QUANTITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING THE EARTHWORK QUANTITIES BASED ON THE EXISTING AND ._ .. FF -=537.00 PROPOSED CONTOURS SHOWN ON THESE PLANS. ALL EARTHWORK SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION AND BID ON A LUMP SUM BASIS, UNLESS NOTED OTHERWISE. GT36.40 --'..,.. s�6.96 5 _. -RL' 'o TC36:25 GT35.75 O L. .._. ..... 35.75 � � � GT36.00 ) TC34.82 5.00 I GT34.32 TC31.90 I i GT31.30 I I TC32.85 GT32;40 i Iia i F:\30445-01\44501 GRP. deg modified by rhamI at Feb *3. 2006 - I:33Pm CAUTION!! `' CONTRACTOR IS TO CONTACT TEXAS ONE -CALL SYSTEM (1 -BOO -245-4545) OR OTHER UTILITY LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITIES. BURY & PARTNERS IS NOT RESPONSIBLE FOR KNONING ALL EXISTING UTILITIES IN THE PROJECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UTILITIES ON THESE DRAVANGS. GENERAL NOTES- GRADING 0 10 20 30 40 1"=20' 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET CIA "GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2. UNDISTURBED AREAS: PRIOR TO GRADING, BRUSH REMOVAL, OR SITE CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE DEVELOPER AND/OR ENGINEER AT THE SITE TO ASCERTAIN THE AREAS OF THE PROJECT SITE THAT ARE TO BE PROTECTED AND PRESERVED. REFER TO THE "GENERAL TREE PROTECTION NOTES" FOR ALL CONSTRUCTION IN THE VICINITY OF EXISTING TREES. 3. TESTING: ALL EARTHWORK OPERATIONS SHALL BE OBSERVED AND TESTED ON A CONTINUING BASIS BY THE GEOTECHNICAL ENGINEER FOR CONFORMANCE WITH THE REQUIREMENTS SET FORTH IN THE GEOTECHNICAL STUDY PREPARED BY , PROJECT NO. - DATED WHICH IS MADE A PART OF THESE CONSTRUCTION DOCUMENTS. 4. STRIPPING AND DEBRIS REMOVAL: THE BUILDING PAD SITES, AREAS TO BE PAVED, AND ALL AREAS THAT ARE TO RECEIVE FILL MATERIAL SHALL BE STRIPPED OF VEGETATION, TREES, ROOTS, STUMPS, DEBRIS, AND 07HER ORGANIC MATERIAL. THE DEPTH OF STRIPPING IS ESTIMATED TO BE ON THE ORDER OF SIX (6) INCHES IN ORDER TO REMOVE THE SURFACE SOIL CONTAINING ORGANIC MATERIAL. THE ACTUAL STRIPPING DEPTH SHALL BE BASED ON FIELD OBSERVATIONS. STRIPPED TOPSOIL SHALL BE STOCKPILED IN A LOCATION ON-SITE APPROVED BY THE DEVELOPER. ALL TREES, INCLUDING STUMPS AND ROOT SYSTEMS, VEGETATION, DEBRIS AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OFF-SITE. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS GOVERNING SPILLAGE OF DEBRIS WHILE TRANSPORTING TO A DISPOSAL SITE. ALL COSTS ASSOCIATED WITH DISPOSAL OF MATERIAL SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 5. BURNING: BURNING SHALL NOT BE PERMITTED ON THE PROJECT SITE UNLESS APPROVED IN WRITING BY THE GOVERNING AUTHORITIES AND THE DEVELOPER. 6. PROOF ROLLING: UPON COMPLETION OF STRIPPING OPERATIONS, AND PRIOR TO PLACEMENT OF ANY FILL MATERIALS, THE STRIPPED AREAS SHOULD BE OBSERVED TO DETERMINE IF ADDITIONAL EXCAVATION IS REQUIRED TO REMOVE WEAK OR OTHERWISE OBJECTIONABLE MATERIALS THAT WOULD ADVERSELY AFFECT THE FILL PLACEMENT, THE SUBGRADE SHOULD BE FIRM AND ABLE TO SUPPORT CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT. SOFT OR YIELDING SUBGRADE SHOULD BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTON PROCEEDS. PROOF ROLLING SHOULD BE PERFORMED USING A HEAVY PNEUMATIC TIRE ROLLER, LOADED DUMP TRUCK, OR SIMILAR PIECE OF EQUIPMENT WEIGHING 25 TONS. THE PROOF ROLLING OPERATIONS SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. 7. UNSTABLE MATERIAL WHEN CLAY OR OTHER UNSTABLE MATERIAL IS PRESENT IN AREAS OF PROPOSED BUILDING PADS OR PAVED AREAS, THE GEOTECHNICAL ENGINEER SHALL OBSERVE THE STABILITY OF ANY EXISTING CLAY OR WEATHERED MATERIAL THAT IS PRESENT IN THE SUBBASE, AND SHALL DETERMINE WHETHER ADDITIONAL EXCAVATION OF THESE MATERIALS WILL BE REQUIRED. IF THIS MATERIAL IS DEEMED SUITABLE FOR SUBBASE MATERIAL, THE SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF SIX (6) INCHES, ITS MOISTURE CONTENT ADJUSTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER, AND THEN RE -COMPACTED TO ONE HUNDRED (100) PERCENT OF THE OPTIMUM DENSITY DETERMINED BY THE STANDARD PROCTOR TEST, ASTM D - 698 PRIOR TO PLACEMENT OF FILL MATERIALS. & CONTROLLED FILL ALL SOILS USED FOR CONTROLLED FILL SHOULD BE FREE OF ROOTS, VEGETATION, AND OTHER DELETERIOUS OR UNDESIRABLE MATTER. ROCKS LESS THAN 4 INCHES IN LARGEST DIMENSION WITHIN 15OF PROPOSED SUBGRADE ELEVATION. LESS THAN 6 INCHES IN SIZE FROM 15 TO 36" OF PROPOSED SUBGRADE ELEVATION, LESS THAN 12 INCHES IN SIZE FROM 36" TO 72" OF PROPOSED SUBGRADE ELEVATION, AND LESS THAN 18 INCHES IN LARGEST DIMENSION FOR FILLS IN EXCESS OF 72" FROM SUBGRADE ELEVATION, WILL BE ALLOWED AS ACCEPTABLE FILL MATERIAL. ROCK FILLS SHOULD BE SUPPLEMENTED WITH A SUFFICIENT AMOUNT OF FINE MATERIAL TO PREVENT VOIDS. SOILS IMPORTED FROM OFF-SITE FOR USE AS FILL SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHOULD BE PLACED IN LEVEL, UNIFORM LIFTS, WITH EACH LIFT COMPACTED TO THE MINIMUM DRY DENSITY WITHIN THE COMPACTION SOIL MOISTURE RANGES RECOMMENDED. THE LOOSE LIFT THICKNESS SHOULD NOT EXCEED 10 INCHES, EACH LAYER SHOULD BE PROPERLY PLACED, MIXED, SPREAD, AND COMPACTED TO BETWEEN 95 AND 100 PERCENT OF STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D 698. 9. PROPOSED EXUDES: THE PROPOSED CONTOURS INDICATED ON THE GRADING PLAN ARE FINISHED GRADES AND ARE SHOWN AT ONE -FOOT INTERVALS. SPOT ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF PAVEMENT, UNLESS NOTED OTHERWISE, 10. MASS GRADE ELEVATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MASS GRADING OF THE SITE TO THE FOLLOWING ELEVATIONS: j O o � 1 � O O O � � O N T I ti K M N m O 0 n v e z V � Rn L1 SNEER' BENCHMARK: BM #1 = 539 70 BOXCUT FOUND ON INLET± 500SOUTH OF STARS & STRIPES WAY ON THE WEST SIDE OF F.M. 2499 @ THE SOUTHEAST CORNER OF ■ THE ROOMS TO GO' PARKING LOT. BELOW FINISHED GRADE WITHIN THE BUILDING PAD AREAS. BELOW FINISHED GRADE FOR ALL HEAVY DUTY PAVEMENT AREAS. BELOW FINISHED GRADE FOR STANDARD DUTY PAVEMENT AREAS. * 4" BELOW FINISHED GRADE FOR ALL SIDEWALK PAVEMENT AREAS. ° 6" BELOW FINISHED GRADE FOR ALL LANDSCAPE AREAS. ' _j A TOLERANCE OF +/- 0.10 FEET OF THE FINISHED GRADE WILL BE ALLOWED FOR ALL AREAS UNDER PROPOSED BUILDING PADS AND UNDER PROPOSED PAVEMENT. ALL LANDSCAPE AREAS ARE TO BE GRADED WITHIN +/- 0.30 FEET OF THE FINISHED GRADE. p 6 ® " 11. BUILDING ENTRANCE GRADES REFER TO THE BUILDING PLANS FOR DETAILED SPOT GRADING AT THE BUILDING ENTRANCE AREAS. THE CONTRACTOR q t� SHALL COMPLY WITH ALL ADA AND TEXAS ACCESSIBILITY STANDARDS FOR REQUIREMENTS REGARDING MAXIMUM SLOPES FOR HANDICAP PARKING AREAS, (_ SIDEWALKS, ACCESS RAMPS AND ACCESSIBLE ROUTES. Q� 12. LANDSCAPE AREAS ALL LANDSCAPE AREAS AND OTHER DISTURBED AREAS WITHIN THE LIMITS OF THE PROPERTY NOT DESIGNATED TO BE PAVED SHALL RECEIVE SIX (6) INCHES OF TOPSOIL. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS AND/OR LANDSCAPE PLANS FOR LIMITS OF TOPSOIL PLACEMENT. 13. EARTHWORK QUANTITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING THE EARTHWORK QUANTITIES BASED ON THE EXISTING AND PROPOSED CONTOURS SHOWN ON THESE PLANS. ALL EARTHWORK SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION AND BID ON A LUMP SUM BASIS, UNLESS NOTED OTHERWISE. O o � 1 � O O O � � O N T I ti K M N m O 0 n v e z V � Rn L1 SNEER' BENCHMARK: BM #1 = 539 70 BOXCUT FOUND ON INLET± 500SOUTH OF STARS & STRIPES WAY ON THE WEST SIDE OF F.M. 2499 @ THE SOUTHEAST CORNER OF ■ THE ROOMS TO GO' PARKING LOT. "7"E - 212.00' _ -- t0 UTILITY Y- 'I - - -- -- - ------------539 o '�, 5 m ff 40' --_-- 1 25' BUILDING SETBACK CAUTION II $ l; I it _ .gg�gTTT t I� f- 537 CONTRACTOR IS TO CONTACT TEAS ONE—CALL j p i — — — .. LOCATING SERVICES AT LEAST 46 HOURS PRIOR TO cdp I4 �—� CONSTRUCTION ACTIVITIES. BURY & PARTNERS IS NOT RESPONSIBLE F NOVANG NOR EXISTING - x' 5 (I �( UTILITIESPROJECT AREA FOR ��I�� sr I \ VAN VAN T m - DEPICTING THE EXACT LOCATIONS OF UTILITIES ON 0 10 20 30 40°tl e ? ' THESE DRAINNGS. Z _ � w Inn M I — I; 1533' I.. B 53 4j'S� dd , i 5 -- 11--- �_ �1 LEGEND gPrr SF . SILT FENS i f 31�� eIBB N INLET PROTECTION 1 %,y, 844 i r�yE,gs BN52 Csga� i. N _ - _ —{ STABILIZED CONSTRUCTION ,,AD _.. ____ ENTRANCEOG FINISHED SLOPE z f•_ M 535' �GENERAL NOTES- EROSION CONTROL 00 �y 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES, LEGEND .,3�� it 't N 6 _ AND ABBREVIATIONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. Proposed - — I� �a ''H�7rY p —jII 2 SWP3 COMPLIANCE: THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH THE CONDITIONS OF L'a-L-C..,o Ih{I THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) WHILE CONDUCTING HIS ACTIVITIES ON THIS T 14,661 S J6 _ PROJECT. IN ADDITION i0 CONSTRUCTING THOSE ITEMS INDICATED ON THE PLAN SHEETS, COMPLIANCE J S J Ut 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) ,i 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. 5. cn SITE 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) --TI BE REMOVED IMMEDIATELY. WHEN WASHING OF VEHICLES IS REQUIRED i0 REMOVE SEDIMENT PRIOR TO I � 1 I\ 1 I " ENTRANCE A PUBLIC ROADWAY, SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE UJ x �'i WHICH DRAINS SS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC LLJ Sz 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 REMOVALTHE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SEDIMENT BARRIERS AND '5-7 $ _ _ --Iry�- INLET PROTECTION AFTER VEGETATION HAS BEEN COMPLETED AND ALL AREAS OF THE SITE HAVE BEEN ~ W STABILIZED AND ACCEPTED BY THE GOVERNING AUTHORITIES AND THE DEVELOPER. _j �.,-� _RL- - - -I R 533 j IP r c %_ II ®F- <t cc I S01.46 "W -_T190.00, o 17) I%YSF" !ySFrtI a o ri In o U i t9 In I N D U L:. d SHEET BENCHMARK BM #1 = 539 70 BOXCUTFOUND ON INLET z 509' 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 difi,,U by rhamil at Fab 13, 2006 - 1: 32pm E\30445-01\44501DAMAd g-dified by -h -h ,t Feb 13, 2006 - 1:30pm GRAPEVINE MILLS PARKWAY (FM 2499 ) FUTUR RESTAUR 7.000 e CAUTION P 1' CONTRACTOR IS TO CONTACT TEXAS ONE -CALL SYSTEM (t-800-245-4545} OR OTHER UnJTY LOCATING SERIICES AT BA...S PRIOR TO CONSTRUCTION ACTIVITIES. BURY @ PARTNERS IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROJECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UnunEs ON THESE DRAVANGS. o, LEGEND ,r DRAINAGE AREA DESIGNATION !a A V/ 1 i 1 ....... ..:.. sW 8.00 E\30445-01\44501DAMAd g-dified by -h -h ,t Feb 13, 2006 - 1:30pm GRAPEVINE MILLS PARKWAY (FM 2499 ) FUTUR RESTAUR 7.000 e CAUTION P 1' CONTRACTOR IS TO CONTACT TEXAS ONE -CALL SYSTEM (t-800-245-4545} OR OTHER UnJTY LOCATING SERIICES AT BA...S PRIOR TO CONSTRUCTION ACTIVITIES. BURY @ PARTNERS IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROJECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UnunEs ON THESE DRAVANGS. o, LEGEND Ai DRAINAGE AREA DESIGNATION 1.00 DRAINAGE AREA (ACRES) 8.00 G/oo 11.40 DRAINAGE AREA BOUNDARY -+-- DRAINAGE AREA DIRECTION OF FLOW CALCULATIONS DRaEA�AD(U AREA (ACRES) (MI)TMHR) (CFS) A 0.53 10 0.90 11.40 5.44 8 0.82 10 0.90 11.40 8.41 C 0.35 10 0.90 11.40 3.59 0 0.02 10 0.90 11.40 M21 E 0.14 10 0.90 11.40 1.44 F 0.20 10 0.90 11.40 2,05 G 0.75 10 0.90 11.40 7.70 H 0.14 10 0.90 11.40 1.44 0 20 40 60 80 T.=moo o ¢ 1 O aC) 0] O ® 6 SHEET BENCHMARK: BM #1 = 539 70 SOXCUT FOUND ON INLET 3 500' 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. --- 10' UTILITY EASEMENT j' -- __-- I _ ______________________________ ________ I f 25' BUILDING SETBACK - Proposed La-Z Boy 14,652 sf FF=537.00 :I N _u T TR I TO' 53280 FL 12' 537.80 OIDD-0.21 CFS I T] I I I WwRli TOP 534,75 FL 530.75 Q ir-8.41 CFS I sZO5 CPS I CAUTION!! I. CONTRACTOR IS TO CONTACT TEXAS ONE -CALL SYSTEM (1-800-245-454s) OR OTHER UTILITY LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACIIMTIES. BURY & PARTNERS IS NOT RESPONSIBLE FOR KNOflNC ALL EXISTING UTIU71ES IN THE PROJECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UTILITIES ON THESE DRAMNGS. M GENERAL NOTES- STORM DRAIN 0 10 20 30 40 1"=20' 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET C1.1 "GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVATIONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2 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. 3. PUBLIC STORM DRAIN PIPE UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL PIPE FOR PUBLIC STORM DRAIN IMPROVEMENTS SHALL BE REINFORCED CONCRETE PIPE (RCP), CLASS III, 4. PRIVATE STORM DRAIN PIPE UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL PIPE FOR PRIVATE STORM DRAIN IMPROVEMENTS SHALL BE AS FOLLOWS: GREATER THAN 36": REINFORCED CONCRETE PIPE (RCP), CLASS III 15" THROUGH 36": REINFORCED CONCRETE PIPE (RCP), CLASS III OR HIGH DENSITY POLYETHYLENE PIPE (HDPE), N-12 4" THROUGH 12": POLYVINYL CHLORIDE PIPE (PVC), SDR - 35, OR HIGH DENSITY POLYETHYLENE PIPE (HOPE), N-12 5. RCP JOINT SEALANT. REINFORCED CONCRETE PIPE JOINTS SHALL BE SEALED WITH RAMNECK OR APPROVED EQUAL. 6. GROUTING: ALL PIPE ENTERING PUBLIC STORM DRAIN STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHT CONNECTIONS. 7. CONCRETE COLLARS; CONCRETE COLLARS SHALL DE INSTALLED AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THAT ARE PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT MANUFACTURER. 8. ROOF DRAINS: THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ROOF DRAIN LATERALS WITH BUILDING PLANS FOR DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE (5) FEET FROM BUILDING AT 12" BELOW FINISH GRADE FOR CONNECTION OF DOWNSPOUTS, S. 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 AND GRASSING. STORM SEWER CENTERLINE CURVE DATA CURVE DELTA RADIUS TANGENT LENGTH CHORD CHORD BEARING CV1 24°21'02" 80.00 17,26 34.00 33.74 N79136'261E 24�SD PIPE 2t°02'47" 60.00 14.86 29.39 2P.22 S08'44'26"E CV.3 �^END BEGIN 18"SD PIPE P FL 24' 625.70 -- FL 18` 525.60 _ .. 'STA. 1+60,88 A". 'WYE I 1-24.21 CONNECTION N I BEGIN 2150 PIPE FL 24" 52504 / I / ! FL 21" 52616 I i I j 525' I F:\30>45-01\44501STMAd g m difwd by mor :1 rzt Feb 13, 2006 - 1.35pm WwRli TOP 534,75 FL 530.75 Q ir-8.41 CFS I sZO5 CPS I CAUTION!! I. CONTRACTOR IS TO CONTACT TEXAS ONE -CALL SYSTEM (1-800-245-454s) OR OTHER UTILITY LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACIIMTIES. BURY & PARTNERS IS NOT RESPONSIBLE FOR KNOflNC ALL EXISTING UTIU71ES IN THE PROJECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UTILITIES ON THESE DRAMNGS. M GENERAL NOTES- STORM DRAIN 0 10 20 30 40 1"=20' 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET C1.1 "GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVATIONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2 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. 3. PUBLIC STORM DRAIN PIPE UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL PIPE FOR PUBLIC STORM DRAIN IMPROVEMENTS SHALL BE REINFORCED CONCRETE PIPE (RCP), CLASS III, 4. PRIVATE STORM DRAIN PIPE UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL PIPE FOR PRIVATE STORM DRAIN IMPROVEMENTS SHALL BE AS FOLLOWS: GREATER THAN 36": REINFORCED CONCRETE PIPE (RCP), CLASS III 15" THROUGH 36": REINFORCED CONCRETE PIPE (RCP), CLASS III OR HIGH DENSITY POLYETHYLENE PIPE (HDPE), N-12 4" THROUGH 12": POLYVINYL CHLORIDE PIPE (PVC), SDR - 35, OR HIGH DENSITY POLYETHYLENE PIPE (HOPE), N-12 5. RCP JOINT SEALANT. REINFORCED CONCRETE PIPE JOINTS SHALL BE SEALED WITH RAMNECK OR APPROVED EQUAL. 6. GROUTING: ALL PIPE ENTERING PUBLIC STORM DRAIN STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHT CONNECTIONS. 7. CONCRETE COLLARS; CONCRETE COLLARS SHALL DE INSTALLED AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THAT ARE PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT MANUFACTURER. 8. ROOF DRAINS: THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ROOF DRAIN LATERALS WITH BUILDING PLANS FOR DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE (5) FEET FROM BUILDING AT 12" BELOW FINISH GRADE FOR CONNECTION OF DOWNSPOUTS, S. 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 AND GRASSING. 0 o I o I 2 O •d � � ) U � m v r 5 A rn o o` v ti a 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 SOLT HEASI" CORNER OF C4.2 THE HOOPS TOGOPARKING LOT. STORM SEWER CENTERLINE CURVE DATA CURVE DELTA RADIUS TANGENT LENGTH CHORD CHORD BEARING CV1 24°21'02" 80.00 17,26 34.00 33.74 N79136'261E CV2 2t°02'47" 60.00 14.86 29.39 2P.22 S08'44'26"E CV.3 !8°12'36" 80.09 12.82 25.42 2532 N79°O6'45"W 0 o I o I 2 O •d � � ) U � m v r 5 A rn o o` v ti a 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 SOLT HEASI" CORNER OF C4.2 THE HOOPS TOGOPARKING LOT. 0 0 I I I f I I I I I I I I I I I I NOI'46'57"E — 212.00' 10' UTILITY EASEMENT 25' BUILDING SETBACK — II I INSTALL I. 1-,"A 'TEE fl I a -s" vALVES 1-8• VALVE -"-[ 1-8' PLUG �- 2-8. 45' BENDS CONNECT TO EXIST. 6' WATERLINE INSTALL: i-8"XB' TEE 1-8VALVE 1-8'x6' REDUCER 1-2' IRR. METER W// BACKFLOW IREVE & Proposed La -,Z -Boy 14,652 sf FF=537.00 L(i-FlRE DEPARTMENT l(CONNECION 9 6' SS LATERAL— .--- - ---���III J SS SERVICE O 1.04X MINIMUM GRADE 669TH CIEANOU'TS PER �' PLUMBING CODE �I INSTALL 95 LF OF 6' SS SERVICE O 1.04X MINIMUM OR WITH CLEANOUTS PER III PLUMBING CODE STA. 1+60.20 •A' -_- CONSTRUCT 4 STD. MH W/ 6- SS LAT %( 1) ' TOP 531.50 523.78 ((OUT) FL 6' 523.98 (IN) 501'4657"W — 190.00' F;\30445-01\44501UTL_d,,g modified by rh-11 at Feb 13, 2006 — 1: 36pm CAUTION H L. CONTRACTOR IS TO CONTACT TEXAS ONE -CALL SYSTEM (1-600-245-4545) OR OTHER UTILITY LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITIES BURY & PARTNERS IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTIUTIES IN THE PROJECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UTILITIES ON THESE DRAWINGS. q. GENERAL NOTES- UTILITIES 1. GENERAL CONSTRUCTION NOTES REFER TO SHEET C1.1 "GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT, 2. INSPECTION AND TESTING: THE CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE APPROPRIATE GOVERNING AUTHORITIES PRIOR TO BACKFILLING TRENCHES FOR ALL UTILITIES. 3.TRENCH COMPACTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TO A MINIMUM OF 95% STANDARD PROCTOR IN AREAS OF PROPOSED AND FUTURE PAVEMENT AND ALL AREAS EXCAVATED AT THE BUILDING FOOTINGS FOR UTILITY SERVICE ENTRIES. TRENCHES WHICH LIE OUTSIDE THESE AREAS SHALL BE COMPACTED. TO A MINIMUM OF 907 STANDARD PROCTOR. 4. COIIFUCTS: THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND TO ASSURE PROPER DEPTHS ARE ACHIEVED. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES 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 ARE NOT EXCEEDED. S. CONNECTION TO EXISTING UTILITIES: THE CONTRACTOR SHALL VERIFY THE SIZE, TYPE, ELEVATION, CONFIGURATION, AND ANGULATION OF EXISTING WATER, SANITARY SEWER AND UTILITY LINES PRIOR TO CONSTRUCTION OF TIE—IN MATERIALS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING FACILITIES DAMAGED BY HIS ACTNITIES. 6. 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 CONNECTING PUBLIC TO PRIVATE WATER LINES. 7. PIPE COVER: TOP OF ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET. B. HORIZONTAL BLOCKING: HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY, HOWEVER, BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE W9TH THE GOVERNING AUTHORITIES 'STANDARD DETAILS. 9. THRUST BLOCKING, THRUST BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES STANDARD DETAILS. DO NOT COVER BELLS OR FLANGES WITH CONCRETE. THE CONTRACTOR SHALL 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 SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 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. 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 COST FOR ADDITIONAL BENDS AND BLOCKING SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 11. POLYETHYLENE WRAP: ALL VALVES, DUCTILE IRON AND CAST IRON PIPE, FITTINGS AND SPECIALS SHALL BE POLYETHYLENE WRAPPED. 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. 13. APPURTANANCES: ALL VALVES AND OTHER APPURTENANCES ON ALL FIRE PROTECTION LINES SHALL BE UL/FM APPROVED. THE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT, 14. FIRE PROTECTION WORK: ALL FIRE PROTECTION WORK MUST BE PERMITTED AND APPROVED BY THE GOVERNING AUTHORITIES FIRE DEPARTMENT. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED PRESSURE TESTS ON THE FIRE PROTECTION LINES TO THE SATISFACTION OF THE FIRE MARSHALL FOR THE GOVERNING AUTHORITY AS WELL AS THE DEVELOPERS' INSURANCE CARRIER, 15. SANITARY SEWER PIPE: ALL SEWER PIPE SHALL BE SDR -35, IN ACCORDANCE WITH ASTM SPECIFICATIONS D-3034 FOR 4" THROUGH 15', AND ASTM F-879 FOR 15" THROUGH 27". 16. WATER PIPE: ALL WATER MAINS 4 INCH THROUGH 12 INCH SHALL BE C-900 (SDR — 18). WATER MAINS 14 INCH THROUGH 35 INCH SHALL BE C —905 (SOR — 18). I { ; 0 10 20 I 30 40 1"=20' +00.00 -'A EX. CLEANOUT ,T TO EXISTING -_----------------_ SERVICE CONSTRUCTl4' STD. MH WITH 6" SS STUBOUT TOP 530.00 FL 8' 52265 ((OUT) FL 8' 52285 (IN) r tO 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 CORNER OF C5.1 THE ROOMS TO GO' PARKING LO I. i l ha N01°46'57'E - 212.00' 10' UTILITY EASEMENT 25' BUILDING SET9ACK - ! - - 5"{LIGHT DU PAVEMENT- - - - 1 O.i - 6`{LIGHT- 1L' PAVEME�T- 1 _ - I FUTURE { { { { PAVEMENT I 1 i t j 1 I i _ S"ILIGHT U_UTk PAVEME T i Proposed La -Z -Body 14,652 s FF=537.00 I Lr i i I I I Tl --1 0.1 1-- -- 5"!LIGHTDUftYPAVEMEjIT-_1_ � I I I I I I I I ( I I ( I I I I 1 1 I I I I I I I I I 1 I i I S' EAV1' DU Y PAVEMN"'.,_, - i Je I I I 1 ! 5"!LIGHT DUTN' PAVEMENT I'4•: F:\30445-0I\44501PVP.cwg ri.cl&e by 01 -it at Feb 13. 2CG0 - 1:34pm I 1 1 -1--T-L___--5_ILIGHTUu_ PAVEMENT --I_-- --1- I I I I I I I I I I I 1 I I 5"EA�UI Y AVEM NT I ;aW r 196166° 1 1 I I i I FUTURE PAVEMENT GRE C4 JR, S NONfWICmREFE�m PWV FF LANOSCMR ' GOO iIi CNNE55. TO �0roT0 x N OU 'tom; a NNS -- NEPER GENERAL NOTES FM E PNEPAM�aON 0.1 INTEGRAL CURB DETAIL wrs -._. _ i/2• EmANS10F NEIRPOROED COR. - ")o i�r cPs�P TM . NEPER ro Pux @ I EAUNT �"� IeeRErss. .1 zx MAx sLaPE nF. I � ; �pOWEt BIOEWMI( Y`�-;: FC. 5._ 4� OURBNB S gS NAS _.,. I d REFEfl CENERN. NOBS PRWMA�E CAUTION !! CONTRACTOR IS TO CONTACT TEXAS ONE -CALL SYSTEM (1-800-245-4545) OR OTHER UTILITY LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTVITES. BURY & PARTNERS IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROJECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UTILITIES ON Pw- THESE DRAWINGS. 0 10 20 30 40 ,AAAAAA \/AAAA 1"=20' GENERAL NOTES- PAVING 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET CIA "GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIAHONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2. PROTECTION OF EXISTING IMPROVEMENTS:. THE CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING UTILITIES, BUILDING FOUNDATION OR OTHER SITE STRUCTURES DURING PAVEMENT OPERATIONS. 3. SUBGRADE PREPARATION: PREPARATION OF SUBGRADE UNDER PAVED AREAS SHALL BE PERFORMED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' SPECIFICATIONS OR THE GEOTECHNICAL REPORT. THE MORE RESTRICTIVE REQUIREMENTS SHALL APPLY. PREPARATION OF THE SUBGRADE FOR PAVING WITHIN RIGHT-OF-WAY, ACCESS EASEMENTS AND/OR FIRE LANES SHALL NOT BE INITIATED UNTIL ALL TESTING OF UNDERGROUND UTILITIES HAS BEEN COMPLETED AND VERIFIED TO MEET THE GOVERNING AUTHORITIES' SPECIFICATIONS AND AUTHORIZATION TO PROCEED HAS BEEN RECEIVED FROM THE INSPECTOR. PAVEMENT SUBGRADE SHALL NOT BE ALLOWED TO RETAIN WATER. WET MATERIAL SHALL BE REMOVED TO DRY, SOUND MATERIAL AND APPROPRIATE DENSITY ACHIEVED PRIOR TO PAVING OPERATIONS. 4. PROOF -ROLL SUBGRADE: THE SUBGRADE SHALL BE PROOF -ROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANY SOFT OR PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE AND BACKFILLED AND RE -COMPACTED IN CONFORMANCE WITH THE GEOTECHNICAL REPORT. S. HYDRATED LIME: HYDRATED LIME (IF REQUIRED) SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 260, LIME TREATMENT USED AS SUBGRADE. LIME SHALL BE APPLIED AT THE RATE OF 6% BY WEIGHT, THOROUGHLY MIXED AND BLENDED WITH THE TOP 6" OF SUBGRADE AND UNIFORMLY COMPACTED TO A MINIMUM OF 100 PERCENT OF STANDARD PROCTOR (ASTM D698) DETERMINED BY THAT TEST. LIME STABILIZATION SHALL EXTEND ONE (1) FOOT OUTSIDE THE LIMITS OF THE PAVED AREA, IT SHOULD BE PROTECTED AND MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. 6. SAND CUSHION PROHIBITED: THE USE OF SAND CUSHION UNDER PAVEMENT, INCLUDING SIDEWALKS, IS STRICTLY PROHIBITED. 7. REINFORCING BARS ALL REINFORCING BARS SHALL BE GRADE 40 NSI DEFORMED REINFORCING STEEL. SIZE AND SPACING SHALL BE IN ACCORDANCE WITH THE DETAILS. B. BAR CHAIRS: ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES BY THE USE OF BAR CHAIRS OR OTHER APPROVED SUPPORT. 9. CONNECTION TO EXISTING PAVEMENT: WHERE PROPOSED PAVEMENT TO EXISTING PAVEMENT IS TO BE CONSTRUCTED BY THE CONTRACTOR, AT LEAST 15" OF REINFORCING STEEL SHALL BE EXPOSED FROM THE EXISTING PAVEMENT, OR THE CONTRACTOR SHALL PROVIDE HORIZONTAL DOWEL BARS PER THE DETAILS. 10. TEMPERATURE CONDITIONS FOR CONCRETE PLACEMENT: CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING, BUT MAY BE PLACED WHEN TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. 11. CONCRETE PAVEMENT CURING: MEMBRANE CURING TYPE 2, WHITE PIGMENTED, SHALL BE USED FOR CURING ALL CONCRETE SURFACES IMMEDIATELY AFTER FINISHING OF SURFACES AND SHALL BE IN ACCORDANCE WITH THE TEXAS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS ITEM 4'526. 12.. TESTING: SAMPLES FOR STRENGTH TESTS OF THE CONCRETE PAVEMENT WILL BE TAKEN BY THE GEOTECHNICAL ENGINEER TO VERIFY DESIGN STRENGTH. PAVEMENT AREAS FOUND TO BE DEFICIENT IN STRENGTH SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. THE GEOTECHNICAL ENGINEER SHALL ALSO RANDOMLY CORE THE PAVEMENT TO VERIFY THE THICKNESS OF CONCRETE. ANY AREA FOUND TO BE DEFICIENT IN THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. 13. SIDEWALKS AND RAMPS: CONSTRUCTION OF SIDEWALKS, WHEELCHAIR RAMPS AND ACCESSIBLE ROUTES SHALL BE IN ACCORDANCE WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND THE AMERICANS DISIBIUTY ACT (ADA). 14. PAVEMENT MARKINGS: PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE TEXAS "UNIFORM TRAFFIC MANUAL FOR PAVEMENT MARKINGS". FIRE LANES SHALL BE STRIPED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' REQUIREMENTS. ALL HANDICAP SYMBOLS, SIGNAGE AND PAVEMENT MARKINGS SHALL COMPLY WITH TAS AND ADA STANDARDS. N3 BARS 0 5" 3,500 psi CONCRETE Y8" O.0 E W. 6" 3,500 psi CONCRETE 7" 3,500 psi CONCRETE I 5" LIGHT D UTY 6" HEAVY DU1Y 7" DUMPSTER DUtt SUBGRADE SEE NOTE 7., - EXISTING GROUND LIG�VY DUTY CONCRETE PAVEMENT SECTION xTs LEGEND SAWCUTGIUREMOVE AND DISPOSE OF EXISTING CURB, TIER & PAVEMENT 0.2 INTEGRAL CURB DETAIL PROPOSED IRRIGATION SLEEVE J__*% of - W SIDEWALK I (DI 'I i I DEPDI CURB � &SGURER 24• LUB PoGifO SMOOTH ND. 8 ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 698) 1 6" 3500 PSI CONCRETE PVMT. W/#3 BARS 0 24" e,eM ttJP i/P' NO SEA11N0 COMPOUND CUT 3/B' (MIN.) (SIR) a I Lttr11T IX1TY PAVELENL• 5" 3500 PSI CONCRETE PVMT. W/#3 BARS 0 24- I DMPODND of O.C.EW ON X" COMPACTED SUBGRADE TO 95% AT OR '-�'-- --I--0 .._AoaNoED j:.T_-_.lN-<� �T -I---� -Y PnvlNc (X,XXX PSI AT 28 DAYS) W/#X BARS B XX" O.GEW ON X" COMPACTED SUBGRADE TO 95% AT OR ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 698) OEXISTING CONCRETE PAVEMENT T I -S. SPACED ON ➢N DIE 0 D �TOEE� . NOTES: 1 t. NO. 5 SMOOTH DOWEL BAR MAY SE USED IN I 5 INCH ND 8 INCH PA MEM H HN 55. i co 0AT Y !LO P CE OF LONSIN 1- HN (KEYWAY) JOINT CORTRACTORS OPTION. 3. DOWEL BARS SHALL BE ORILLEO I- PAVEMENT _ 1- HORIZONTALLY 9Y USE OF A MECHANICAL RIG. BARS I- MEEN GONGRETE NOTT AGCEp} B�NC DPNEI d . I 0.3 LONGITUDINAL BUTT JOINT DETAIL ) W~ gi w S I - _ T _ - =I - QI - a DwW DD RG PER �� 2', v<• MN. N. -- --- �i -� 4. �SeER ee sc uaco I I ! ! oEE lvo7 E%MPAErtSroN JOIM 0.4 EXPANSION JOINT DETAIL w I KT& -.:..-- l _- vENf. sAw cur al -�-- 01'46'57"W W 22.00js - - t/S' 1. 3/11, WIDE - �_ uN P N No e 3 I I H)0 I co FUTURE PAVEMENT 05 CONTROL JOINT Ts I #3 BARS O 10' O.C.E.W. FUTURE PAVEMENT 0.6 CONSTRUCTION JOINT - KT5 Nan. ,a' nc- ar wa wmr waJ Naw e,c occv ... �� I 0 7 FREE EDGE PVMT DETAIL CAUTION !! CONTRACTOR IS TO CONTACT TEXAS ONE -CALL SYSTEM (1-800-245-4545) OR OTHER UTILITY LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTVITES. BURY & PARTNERS IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROJECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UTILITIES ON Pw- THESE DRAWINGS. 0 10 20 30 40 ,AAAAAA \/AAAA 1"=20' GENERAL NOTES- PAVING 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET CIA "GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIAHONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2. PROTECTION OF EXISTING IMPROVEMENTS:. THE CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING UTILITIES, BUILDING FOUNDATION OR OTHER SITE STRUCTURES DURING PAVEMENT OPERATIONS. 3. SUBGRADE PREPARATION: PREPARATION OF SUBGRADE UNDER PAVED AREAS SHALL BE PERFORMED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' SPECIFICATIONS OR THE GEOTECHNICAL REPORT. THE MORE RESTRICTIVE REQUIREMENTS SHALL APPLY. PREPARATION OF THE SUBGRADE FOR PAVING WITHIN RIGHT-OF-WAY, ACCESS EASEMENTS AND/OR FIRE LANES SHALL NOT BE INITIATED UNTIL ALL TESTING OF UNDERGROUND UTILITIES HAS BEEN COMPLETED AND VERIFIED TO MEET THE GOVERNING AUTHORITIES' SPECIFICATIONS AND AUTHORIZATION TO PROCEED HAS BEEN RECEIVED FROM THE INSPECTOR. PAVEMENT SUBGRADE SHALL NOT BE ALLOWED TO RETAIN WATER. WET MATERIAL SHALL BE REMOVED TO DRY, SOUND MATERIAL AND APPROPRIATE DENSITY ACHIEVED PRIOR TO PAVING OPERATIONS. 4. PROOF -ROLL SUBGRADE: THE SUBGRADE SHALL BE PROOF -ROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANY SOFT OR PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE AND BACKFILLED AND RE -COMPACTED IN CONFORMANCE WITH THE GEOTECHNICAL REPORT. S. HYDRATED LIME: HYDRATED LIME (IF REQUIRED) SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 260, LIME TREATMENT USED AS SUBGRADE. LIME SHALL BE APPLIED AT THE RATE OF 6% BY WEIGHT, THOROUGHLY MIXED AND BLENDED WITH THE TOP 6" OF SUBGRADE AND UNIFORMLY COMPACTED TO A MINIMUM OF 100 PERCENT OF STANDARD PROCTOR (ASTM D698) DETERMINED BY THAT TEST. LIME STABILIZATION SHALL EXTEND ONE (1) FOOT OUTSIDE THE LIMITS OF THE PAVED AREA, IT SHOULD BE PROTECTED AND MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. 6. SAND CUSHION PROHIBITED: THE USE OF SAND CUSHION UNDER PAVEMENT, INCLUDING SIDEWALKS, IS STRICTLY PROHIBITED. 7. REINFORCING BARS ALL REINFORCING BARS SHALL BE GRADE 40 NSI DEFORMED REINFORCING STEEL. SIZE AND SPACING SHALL BE IN ACCORDANCE WITH THE DETAILS. B. BAR CHAIRS: ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES BY THE USE OF BAR CHAIRS OR OTHER APPROVED SUPPORT. 9. CONNECTION TO EXISTING PAVEMENT: WHERE PROPOSED PAVEMENT TO EXISTING PAVEMENT IS TO BE CONSTRUCTED BY THE CONTRACTOR, AT LEAST 15" OF REINFORCING STEEL SHALL BE EXPOSED FROM THE EXISTING PAVEMENT, OR THE CONTRACTOR SHALL PROVIDE HORIZONTAL DOWEL BARS PER THE DETAILS. 10. TEMPERATURE CONDITIONS FOR CONCRETE PLACEMENT: CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING, BUT MAY BE PLACED WHEN TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. 11. CONCRETE PAVEMENT CURING: MEMBRANE CURING TYPE 2, WHITE PIGMENTED, SHALL BE USED FOR CURING ALL CONCRETE SURFACES IMMEDIATELY AFTER FINISHING OF SURFACES AND SHALL BE IN ACCORDANCE WITH THE TEXAS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS ITEM 4'526. 12.. TESTING: SAMPLES FOR STRENGTH TESTS OF THE CONCRETE PAVEMENT WILL BE TAKEN BY THE GEOTECHNICAL ENGINEER TO VERIFY DESIGN STRENGTH. PAVEMENT AREAS FOUND TO BE DEFICIENT IN STRENGTH SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. THE GEOTECHNICAL ENGINEER SHALL ALSO RANDOMLY CORE THE PAVEMENT TO VERIFY THE THICKNESS OF CONCRETE. ANY AREA FOUND TO BE DEFICIENT IN THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. 13. SIDEWALKS AND RAMPS: CONSTRUCTION OF SIDEWALKS, WHEELCHAIR RAMPS AND ACCESSIBLE ROUTES SHALL BE IN ACCORDANCE WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND THE AMERICANS DISIBIUTY ACT (ADA). 14. PAVEMENT MARKINGS: PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE TEXAS "UNIFORM TRAFFIC MANUAL FOR PAVEMENT MARKINGS". FIRE LANES SHALL BE STRIPED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' REQUIREMENTS. ALL HANDICAP SYMBOLS, SIGNAGE AND PAVEMENT MARKINGS SHALL COMPLY WITH TAS AND ADA STANDARDS. N3 BARS 0 5" 3,500 psi CONCRETE Y8" O.0 E W. 6" 3,500 psi CONCRETE 7" 3,500 psi CONCRETE I 5" LIGHT D UTY 6" HEAVY DU1Y 7" DUMPSTER DUtt SUBGRADE SEE NOTE 7., - EXISTING GROUND LIG�VY DUTY CONCRETE PAVEMENT SECTION xTs O BENCHMARK: BM #1 = 539.70 BOXCUT FOUND ON INLET, 500SOUTH OF STARS 8 STRIPES WRY ON THE WEST SIDE OF F M. 2,499 @ T'HE SOUTHEAST CORNER OF THE'ROONIS TO GO' PARKING LOT. 10 0 1 0 O < 0 ED o a -aa K U) 0 M o z i P C y m to a o v a SHEET C6.1 LEGEND SAWCUTGIUREMOVE AND DISPOSE OF EXISTING CURB, TIER & PAVEMENT IRR _ = PROPOSED IRRIGATION SLEEVE EXPANSION JOINT - CONSTRUCTION JOINT DUMPSTER DUTr PAVEMENT: 7" 3500 PSI CONCRETE PVMT. W/#3 BARS Q 24" O.C.EW ON X" COMPACTED SUBGRADE TO 95% AT OR ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 698) 6" 3500 PSI CONCRETE PVMT. W/#3 BARS 0 24" O.C.EW ON X" COMPACTED SUBGRADE TO 95% AT OR ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 698) Lttr11T IX1TY PAVELENL• 5" 3500 PSI CONCRETE PVMT. W/#3 BARS 0 24- O.C.EW ON X" COMPACTED SUBGRADE TO 95% AT OR ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 698) � 1 T: ATWOR 4" REINFORCED CONCRETE SIDEWALK FLATWORK (X,XXX PSI AT 28 DAYS) W/#X BARS B XX" O.GEW ON X" COMPACTED SUBGRADE TO 95% AT OR ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 698) OEXISTING CONCRETE PAVEMENT O BENCHMARK: BM #1 = 539.70 BOXCUT FOUND ON INLET, 500SOUTH OF STARS 8 STRIPES WRY ON THE WEST SIDE OF F M. 2,499 @ T'HE SOUTHEAST CORNER OF THE'ROONIS TO GO' PARKING LOT. 10 0 1 0 O < 0 ED o a -aa K U) 0 M o z i P C y m to a o v a SHEET C6.1 i"r.6'�S7"E -- 2.2.0=J' 0:\011\71\0rd\0rd01_dwq modified by qvu on Feb 13, 2006 - 4:09pm �TbNT NSTNJ.eD w T� SPAGNS A51b VO' X 4. 5T r.'s a — 5HRUB PIT PLANTING DETAIL 4 a---n-PLANT 77 o:47 MI. GROUNDGOVER PLANTING rA a Roor eAu ro ee � � � e reuP�H wrN rnwsMm SRAoe, w A aP r ei�i. oN roP C c eucic weeea (lose. am Nwr Twin Arm auru.,w Ix AG1T wTn°TwMExz P-4 Z s a rtal�ar5 Amu vuRE 5tiwce�is' to sra�se euv. reRe j NiD COIRNtERS MelAL Y P05r5 e1.121FD 1. O' MIK IT z a PINSH wTM 9' am' MAGM MO Me -w �"ADe A 5 Mose Nm wRe ro f..� � � F AT r i T-Pa,T POR Tlrees �q W M ' G/.L. AND SREATER 4 FSI LP�m61(�34V3T PGA tREC3 uT A F M 4ReteN(KM D/SWaK �— PINISHEO GRADE PLANT 50HEDULE ra,ontrzy symbol common Home scientific Nome DeSGription TREES tORNA.MFNT,AI __S 5 oty. �� Fj Aristocrat Pea- ;q,.lsto�eai 3` cOliper 10' Ht,T spread 5 Ot y '� +�...�" Bald ayPress Taxodtvm distichum Be B,stratght wok b Oty. 1,416 s.f prov. Cedar Elm Ulmus crassffalia gt B, s4"a19ht 0'tt—k spread 4 Oty, 0 Yaupon Holly Ilex Hyoid 5avamah' S C —k t.lb- fema/fie c iJtrunk min., 12 Oty. O live Ook .-arcus vlrginiana 3 0l per, 10' Ht1 Iib Ot y ® Dwarf Burford Holly ilex --id 'evrforda nano' 4 pread, Bt B straight wnk tORNA.MFNT,AI __S 5 oty. 1 r 1 Aristocrat Pea- ;q,.lsto�eai dd le B tmatehP g 12 Qty. 0- Grape Myrtle Lagerstroemin indica stra 3ht trpunk; poo. 4" pots ® e" o.c. 1,416 s.f prov. shrub Baton Rouge' pread rrwau-wnk 4 Oty, 0 Yaupon Holly Ilex Hyoid 5avamah' S C —k t.lb- fema/fie c iJtrunk min., SHRUBS 26 Qty. O Edward &—h—Abella Ed Abelia graTdiflora 'Edrvard Goucher' 2 gallon, 12" -b0s" spr®ad 12 Qty. 0- Grape Myrtle Lagerstroemin indica 5 II 24 MAO` d 4" pots ® e" o.c. 1,416 s.f prov. shrub Baton Rouge' 9a on, prey Ib at ® GrlmPygmy Berberis thnbrgi 5 12" Ht,/.20- spr..e..y..d y. Mulch Bard -9 CanaPygm gaIIon. Iib Ot y ® Dwarf Burford Holly ilex --id 'evrforda nano' 5 Ilan, 24 HtJ20" s d 9a plead is Oty. ® Dwarf Fontan Poenniset 5 IT HtJl2 spread Plan East average spread of crown of greater than fifteen brass a pec des gallon, I9 Qty. © OwarF Yaupon Holly lien altorla 5 gallon, 24" MAO" spread 154 Qty, O Indim Hawthorne Vi' RaphioM% 5 24" Ht./20" s read 4 Trees soreening hedges or shrubs is 5ft. Jack Evans' Ev 'ic gallon, 9a Pa 36 Qty. f�B Indian Hawthorne R phiolep ' 'toga 5 24' Ht/20" spread site area shall be devoted to Feature landscaping with r a)e5tla Bea ty M 3e5ua Beaty. gallon, 90 P b Qty. TS Texas Sage LeucoPhyllum frvteseen comp—t—' 5 Ilan, 24" Ht /20" sp d 9a prea b Oty. VP variegated Privet u�, arum Qnense g ta' Vari"go 5 Ilan, 30" HC./similar s e 90 prea All landscaped areas shall be irrigated with on underground, atamotic irrigotion sy5te PLANnN6 Mx A55FEGIPI� >� •.-_".4 ��'' / /0<" IN DISTRBFDS$SRPtE I. Tl—RaaT aA TREE STAKING DETAIL LANDSCAPE REQUIREMENTS TURP/GROUND GOVER b,720 5.F. Bermuda grass Gynodan dactylon IHwu'Idied sated per p00 IV, 1,760 S.F, ® Asian In,lne Traces aticpum mum 4" pots ® i2" d- 12 aty. seasonal color 4" pots ® e" o.c. 1,416 s.f prov. MISGELLANEOUS 948 L F. Steel Edging Ryerson/b" x 4", bury 5" below grode verify Bed Preparation 2V'layer tli nsort ad b dap h In!,shreto mix" veriFy Mulch Iayerdoll beded Gsrand trelehr ngs Inimum All landscaped areas shall be irrigated with on underground, atamotic irrigotion sy5te PLANnN6 Mx A55FEGIPI� >� •.-_".4 ��'' / /0<" IN DISTRBFDS$SRPtE I. Tl—RaaT aA TREE STAKING DETAIL LANDSCAPE REQUIREMENTS REQUIRED PROVIDED INTERIOR LAND5GAPING: A minimum of ten (10) percent of gross parking is the grass, ground cover, plant, eh.^ubs and trees. 3.100 S.F. req, 1,416 s.f prov. Gross parking area equal 51,000 There shall be a minumum of one (1) tree planted for 4 trees 4 trees each four hundred (400) square feet or fraction thereof of required interior landscape area. PERIMETER L.ANDSGAPING: Plan North Plan North Landscape buffer trees adjacent to R.O.W and 4 Trees 4 Trees abutting properties. Trees preferred are trees common to this area of Texas and shall have Plan East Plan East average spread of crown of greater than fifteen 6 Trees 6 Trees (15) feet at maturity. Minumum of three caliper Inches Plan West Plan West when measured six above ground. Requires one (1) & Trees & Trees tree per each fifty (50) lineal fact of fraction Plan South Plan South thereof of perimeter area. Maximum height for 4 Trees 4 Trees soreening hedges or shrubs is 5ft. INTERIOR LAND5GAPING: In all non-residential zoning Total site: Total site: districts, o minimum of fifteen (15) percent of the total 10,044s.f. 12,0505.f. site area shall be devoted to Feature landscaping with not less than fifty (50) percent of the landscaping being located in the required front yard. Site = 66,460 s.f. Total Front yard: 20,481s.f. 50% of landscape Front yard: Front yard: required In front yard 5,0225.f. 6,400s.f. NONNON�HIGULAR0��5PArEEO�N 5PAGE Tree ratio per Non -vehicular Open Space. If over 50 percent provide I Tree per/4,000 sq. ft. Total Open 2 Trees 2 Trees Vehicular Space = 31,000 s.f. Total Non -Vehicular Open space= 8,566.25.1'. CASE NAME: LA -Z -BOY CASE NUMBER: CU06-03 LOCATION: 3450 GRAPEVINE MILLS PARKWAY LOTS 2R & 3, GRAPEVINE VINEYARD MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:—OF— APPROVAL HEET:_OF_APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES IAFIDSCAP iARCHnEm PIA NERS Ph— si O 10' 20' 40' 60' r" asao SCALE: I" = 20'- O" R I \mnn \—\n. — --mran n„ -„ - van i 1 1nn1 - a no.,,.. GRAPEVINE MILLS PARKWAY L Rr • •: v f 1 : 1 i PROVIDED �s I i i i � r C s 11,318 s,F. 18,958 s.f. grass, ground cover, plant, shrubs and trees. 3,100 s.f. 1,416 s.f Gross parking area equal 1'13,183 There shall be a minumum of one (1) tree planted for 43 trees - 43 trees each four hundred (400) square feet or fraction thereof of required Interior landscape area. PERIMETER LAND5CAPING: Plan Ncrth Plan North Landscape buffer trees adjacent to R.O.A and 6 Trees 6 Trees abutting properties. Trees preferred are trees common to this area of Texas and shall have Plan East Plan East average spread of crown of greater than fifteen 10 Trees 10 Trees (15) feet at maturity. Minumm of three caliper Inches Pian Aest Plan West when measured six above ground. Requires one (1) 3 Trees 3 Trees tree per each fifty (50) lineal feet of fraction Plan South l, y�' C 11 Trees 11 Trees screening hedges or shrubs is aft. TOTAL SITE AREA: In all non-resldentlal zoning Total Site = Total site: districts, a minimum of fifteen (15) percent of the total 201,661 s.f. site area shall be devoted to feature landscaping with 10,044s.f. 12,OSOs.f. not less than fifty (50) percent of the landscaping u' i5% re qred 0 being located in the required front yard. = 30,250 s.f. tau sf t s.f. required NON -VEHICULAR OPEN SPACE: the following Front yard: Front yard: LOT 5— LANDS(f AFF REOUIREMENTS LOT 2R— L4NDSG,4PE REQUIREMENTS REQUIRED PROVIDED INTERIOR LAND5GAPIN6: A minimum of ten (10) percent of gross parking is the 11,318 s,F. 18,958 s.f. grass, ground cover, plant, shrubs and trees. 3,100 s.f. 1,416 s.f Gross parking area equal 1'13,183 There shall be a minumum of one (1) tree planted for 43 trees - 43 trees each four hundred (400) square feet or fraction thereof of required Interior landscape area. PERIMETER LAND5CAPING: Plan Ncrth Plan North Landscape buffer trees adjacent to R.O.A and 6 Trees 6 Trees abutting properties. Trees preferred are trees common to this area of Texas and shall have Plan East Plan East average spread of crown of greater than fifteen 10 Trees 10 Trees (15) feet at maturity. Minumm of three caliper Inches Pian Aest Plan West 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 for 11 Trees 11 Trees screening hedges or shrubs is aft. TOTAL SITE AREA: In all non-resldentlal zoning Total Site = Total site: districts, a minimum of fifteen (15) percent of the total 201,661 s.f. site area shall be devoted to feature landscaping with 10,044s.f. 12,OSOs.f. not less than fifty (50) percent of the landscaping u' i5% re qred Provided: being located in the required front yard. = 30,250 s.f. 41,642 s.f. s.f. required NON -VEHICULAR OPEN SPACE: the following Front yard: Front yard: requirements. Tree ratio per Non -vehicular Open q Trees q Trees Space. If over 50 percent provide I Tree per/4,000 sq. ft. Total Open Vehicular Space = 131,065 s.f. Total Non -Vehicular Open space= 2 Trees 2 Trees 35,090 S.F. LOT 2R— L4NDSG,4PE REQUIREMENTS PLANT LEGEND !` I O3" MIN. GAL. OVER5TORY TREE O 8' MIN. HT. ORNAMENTAL TREE NOTE: Tree Iocation5 and cpontities are subject to change due to Lot 2R & 3 Plan finalization. I o 20• 11 60, �2a SCALE: 1" = 40'- O" CASE NAME: LA--2-BOY CASE NUMBER: CU06-03 LOCATION: 3450 GRAPEVINE MILLS PARKWAY LOTS 2R & 3, GRAPEVINE VINEYARD MAYOR SECRETARY DATE: _ PLANNING AND ZONING COMMISSION CHAIRMAN DATE: _ SHEET: _ OF _ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 7227 REQUIRED PROVIDED INTERIOR LANDSCAPING A minimum of ten (10) percent of gross parking is the grass, ground cover, plant, shrubs and trees. 3,100 s.f. 1,416 s.f Gross parking area equal 31,000 There shall be a minumum of one (1) tree planted for q trees 9 trees each four hundred (400) square feet or fraction thereof of required interior landscape area. PERIMETER LANOSGAPING Plan North Plan North Landscape buffer trees adjacent to R.044 and 4 Trees 4 Trees abutting properties. Trees preferred are trees common to this area of Taxes and shall have Plan East Plan East average spread of crown of greater than fifteen 6 Trees 6 Trees (15) feet at maturity. Mlnumum of three caliper inches Plan Aezt Plan Nest when measured six above ground. Requires one (1) 6 Trees 6 Trees tree per each Fifty (50) lineal feet of fraction Plan South Plan South thereof of perimeter area. Maximum height for 4 Trees 4 Trees screening hedges or shrubs is aft. INTERIOR LAND56APING: In all non-residential zoning Total site: Total site: districts, a minimum of Fifteen (15) percent of the total site area shall be devoted to feature landscaping Nith 10,044s.f. 12,OSOs.f. not less than fifty (50) percent of the landscaping being located In the required front yard. Site = 66,1160 s.f. Total Front yard: 20,1181s.f. 50% of landscape Front yard: Front yard: required in front yard 5,022s.f. 6,400s.F. NON -VEHICULAR OPEN SPACE, Tree ratio per Non -vehicular Open Space. If over 50 percent provide I Tree per/4,000 Oct. ft. Total Open 2 Trees 2 Trees Vehicular Space = 31,000 s.f. Total Non -Vehicular Open space= 8,566.2s.f. PLANT LEGEND !` I O3" MIN. GAL. OVER5TORY TREE O 8' MIN. HT. ORNAMENTAL TREE NOTE: Tree Iocation5 and cpontities are subject to change due to Lot 2R & 3 Plan finalization. I o 20• 11 60, �2a SCALE: 1" = 40'- O" CASE NAME: LA--2-BOY CASE NUMBER: CU06-03 LOCATION: 3450 GRAPEVINE MILLS PARKWAY LOTS 2R & 3, GRAPEVINE VINEYARD MAYOR SECRETARY DATE: _ PLANNING AND ZONING COMMISSION CHAIRMAN DATE: _ SHEET: _ OF _ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 7227 PLAT INFORMATION FINAL PLAT OF •TS 2R AND 3, BLOCK B, GRAPEVINEVINEYARD (BEING A REPLAT OF •BLOCK GENERAL:1. • 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. 0:\AGENDA\2006\2-21-06\Grapevi neVi neya rd_2 R&3.doc IV V N 101 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. 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. 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:\NGENDA\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. 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. VIII. 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 '01/06/2006 16:46 FAX 4695224420 PRIME INCOME ASSET MGMT. 10001 01/05/2006 16:27 9729910278 BURY PARTNERS PAGE 02/02 APPLICATION FOR PLATTING CITY OF GRAPEVINE, TEXAS TYPE OF PLAT: Preliminay,.Final X Replat, 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. Comer of F.M. 2499 & Grapevine Mills Boulevard North Name: , Grapevine American Address: 1800 Valley View LN. State: TX ?Ip: 75234 APPLICANT: Contact: WEVR-V 4. qo7-/-gx City: Dallas Phone: Jit6q) 529-4200 Fax. Name: Burvv- +Partners-DFW. Inc Contact: Sherrod Bibb Address, 5310 Harvest Hill Rd, Suite 100 City: Dallas State: TX ;W75230 Phone: (972) 991-0011 Fax: 972 991-0278 Sianatur,�-:- X. RE Name: BurY-±-PArtner-s-DFW. Inc Contact: William C.-Haddo(,.,,k RP L.S. Address: 5310 Harvest Hill Rd Suite 100 City: Dallas State: TX Zip: 75230 -- -- Phone: -9721991-(1011 Fax: —2-72) 991-0278 FOR OFFICE USE ONLY Application Received: 11'6( I IT j By: Fee Amount: $ LA .06 Check Nu ter: Replat Notification: ;APEVIINE MILLS ' i GATEWAY CENTER ASSOC., VOLUME 9799, PAGE 139, D.R.T.C.T. - - -- ------ ----- - --------- - iGRAPEVINE MILLS • OF' 80' RIGH -OF-WAY i3 ao' 0 0 I o n o �O m z u, O v _ -- IN 370.67' --__----10' UTILITY EASEMENT, CAB._A_, SUDE 8466, P. R_T. C.T_. U r— I I 25' BUILDING LINE, CAB. "A", SLIDE 8466, P.R. T.C.T. i LO U CL, 0 Q I t Z I I CE) I 12.5' ACCESS EASEMENT I CAB. "A', SLIDE 6466, -'i P.R.T.C.T. FJ F I I � � I OL Ui I Ic m Iu 'N I LOTI I I (r o BLOCK 13 Q Io 1 Ir GRAPEVINE VINEYARD o 4 CABINET 'X, SLIDE 8466, Z M 16 P.R.T.C.T. I Iz - ZONED: CC COMMERCIAL corvi"FNo.�,� 1 19 GRAPEVINE DEVELOPMENT III, LP I C.C. FILE NO. D203418523 D.R,T.C.T. I I I I I 25' I DRAINAGE EASEMENT CAB. A", SUDE 8466, P.R.T.C.T. "KHA 9• — — -- --- --- -- -- A_ 22.00' 500'42_'_411 W 70.' 73 C.C. LID' UTILITY EASEMENT --=U S88'13'03"E CAB. "A", SUDE 8466, P.R.T.C.T. PARKWAY — F.M. 2499 — — N01'46'57"E 798.73' I wa I I wI TRACT B w I GRAPEVINE VINEYARD P i CABINr r "A" SLIDE a466, a I P.R.T.C,T. � � I NOt •46'57"E ----_212.00 --------------- t_10 125' BUILDING LINE a-6 ACCESS EASEMENT ---------/ e a 9o�v6e- — o`Nii. 95 g3�'03'E I ( bl of z oI w M is w LOT 3 I 1.537 ACRES 66,960 SQUARE FEET I� 1 � I I I I I = J500' a °Nm oo tt 1 / srE ( `PL n ♦s.w ACCESS EASEMENT— `�-- NO '46'STE _4250'— S01'46'S7"W 19000' SOt'46 5>•W 14250' �o = 9om•ao- L=Sass' 9x��03•E I I �I 0 ,o R �2 IW to I� 493.55' ITY EASEMENT---- POINT OF BEGINNING ZONED CC: COMMERCIAL LOT 2R "KHA 9• 4.637 ACRES 201,961 SQUARE FEET�j16 22.00' IRON ROD FOUND C.C. COUNTY CLERK --=U S88'13'03"E 5/8KHA" C.I.R.F. POINT OF " COMMENCING , STAMPED "BURY+PARTNERS" o —Al coaao. sys*Ev � l � P E=1.a>,36a03 � CAPPED IRON ROD FOUND m N43'11'09"Ei C.M. 30.21' ------------ EASEMENT ,05 DENOTES LINE IDENTIFIED POINT OF BEGINNING ZONED CC: COMMERCIAL — — 25' DRAINAGE EASEMENT ------------�—--�'---------- 125.00' --------- 4 -I- - -------- ,-2so-t------- Tlx 1r.c c-1. * CURVE DATA * * LINE TABLE * [ r� q C1 R=35.00' LINE BEARING DISTANCE CROW-.FILLINGSLY AIRPORT #1, LTD, D = 90'00'00" L1 N01 -46-57'E 12.50' VOLUME �,I y LTD, CH=5N46'46'57"E L2 S88'13'03"E 8.50' L OLUME / 143, PG. 600, CHL = 49.50' D.R.T. C.T. ZONED: CC COMMERCIAL S:\SUR\30445-01\SURV\30445-01FPLT.dwg modified by ahoq at Feb 14, 2006 - 11: 21 am ------------------------------- 10' UTILITY EASEMENT ;00-42'41"W 551.51' S, P. AIRPORT TEXAS 41, LTD. VOLUME 13332, PG. 123, D.R.T.C.T, ZONED! CC COMMERCIAL Z I� LLI3 J ,� io � o r M p 2 W Z LLJ 0"" Q I0 GRAPHIC SCALE IN FEET _ t 0 25 50 75 100 SCALE: 1" = 50' VICINITY MAP NOT TO SCALE DALLAS MAPSCO NO. 1S LOT 2R M.t sn`ic:.t �SOt'46'57"W 4.637 ACRES 201,961 SQUARE FEET�j16 22.00' IRON ROD FOUND C.C. COUNTY CLERK --=U S88'13'03"E CAPPED 1/2" IRON ROD SET 40.00' VOLUME STAMPED "BURY+PARTNERS" PG. PAGE C.I.R.F. CAPPED IRON ROD FOUND CAB. CABINET C.M. CONTROLLING MONUMENT ESMT. EASEMENT ,05 DENOTES LINE IDENTIFIED — — 25' DRAINAGE EASEMENT ------------�—--�'---------- 125.00' --------- 4 -I- - -------- ,-2so-t------- Tlx 1r.c c-1. * CURVE DATA * * LINE TABLE * [ r� q C1 R=35.00' LINE BEARING DISTANCE CROW-.FILLINGSLY AIRPORT #1, LTD, D = 90'00'00" L1 N01 -46-57'E 12.50' VOLUME �,I y LTD, CH=5N46'46'57"E L2 S88'13'03"E 8.50' L OLUME / 143, PG. 600, CHL = 49.50' D.R.T. C.T. ZONED: CC COMMERCIAL S:\SUR\30445-01\SURV\30445-01FPLT.dwg modified by ahoq at Feb 14, 2006 - 11: 21 am ------------------------------- 10' UTILITY EASEMENT ;00-42'41"W 551.51' S, P. AIRPORT TEXAS 41, LTD. VOLUME 13332, PG. 123, D.R.T.C.T, ZONED! CC COMMERCIAL Z I� LLI3 J ,� io � o r M p 2 W Z LLJ 0"" Q I0 GRAPHIC SCALE IN FEET _ t 0 25 50 75 100 SCALE: 1" = 50' VICINITY MAP NOT TO SCALE DALLAS MAPSCO NO. 1S * GENERAL NOTES* 1. The bearings shown hereon are based on the West right-of-way line of Farm -Market 2499 as shown on the plat filed for record in Cabinet "A", Slide8466, Plat Records, Tarrant County, Texas. 2. The Stote plane coordinates shown hereon are based of the Texas Coordinate System, North Central Zone, NAD83. The angle between plat bearing and grid bearing = -00' 01' 59". 3. This plot supersedes and does hereby vacate all lots, easements and rights-of-way shown on all previous plats of this property. Said plats shall no longer have any force or effect upon approval of this replat by the City of Grapevine, Texas. Previous plots of Lot 2, Block B, Grapevine Vineyard: Cabinet "A", Slide 5182 and Cabinet "A", Slide 5997, Plat Records, Tarrant County, Texas. 4. All corners are monumented with a 5/8 inch iron rod set with a cap stamped "Bury+Partners", unless otherwise shown hereon. 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 Federal Emergency Management Agency, Flood Insurance Rate Map, as shown Map No. 48439CO210 H, dated August 2, 1995, for the City of Grapevine, Tarrant County, Texas and incorporated areas. If this site is not within an identified Special Flood Hazard Area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. This flood statement shall not create liability on the part of the surveyor. 6. Area Summary - Right -of -Way Dedication 0 Square Feet Easement Dedication. 33 584 qu"eE ;, Net Platted Area: 235,337 Sq re 'F t Total Plotted Area: 268,921 &q `' ��3 �" FEB4 2Udu? PLANNING & ZONING COMMISSION GRAPEVINE CITY COUNCIL Date Approved:Io Chairman: `--_` <-- aIM 4.,: Secretary. City Secretary: 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 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 1 OF 2 * LEGEND LR.F. IRON ROD FOUND C.C. COUNTY CLERK C.I.R.S. CAPPED 1/2" IRON ROD SET VOL. VOLUME STAMPED "BURY+PARTNERS" PG. PAGE C.I.R.F. CAPPED IRON ROD FOUND CAB. CABINET C.M. CONTROLLING MONUMENT ESMT. EASEMENT L1 DENOTES LINE IDENTIFIED R.O.W. RIGHT—OF—WAY IN LINE TABLE MIN. MINIMUM C1 DENOTES CURVE IDENTIFIED IN CURVE TABLE F.F. FINISHED FLOOR D.R,T.C.T, DEED RECORDS, TARRANT ELEV. ELEVATION COUNTY, TEXAS UTIL UTILITY P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS * GENERAL NOTES* 1. The bearings shown hereon are based on the West right-of-way line of Farm -Market 2499 as shown on the plat filed for record in Cabinet "A", Slide8466, Plat Records, Tarrant County, Texas. 2. The Stote plane coordinates shown hereon are based of the Texas Coordinate System, North Central Zone, NAD83. The angle between plat bearing and grid bearing = -00' 01' 59". 3. This plot supersedes and does hereby vacate all lots, easements and rights-of-way shown on all previous plats of this property. Said plats shall no longer have any force or effect upon approval of this replat by the City of Grapevine, Texas. Previous plots of Lot 2, Block B, Grapevine Vineyard: Cabinet "A", Slide 5182 and Cabinet "A", Slide 5997, Plat Records, Tarrant County, Texas. 4. All corners are monumented with a 5/8 inch iron rod set with a cap stamped "Bury+Partners", unless otherwise shown hereon. 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 Federal Emergency Management Agency, Flood Insurance Rate Map, as shown Map No. 48439CO210 H, dated August 2, 1995, for the City of Grapevine, Tarrant County, Texas and incorporated areas. If this site is not within an identified Special Flood Hazard Area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. This flood statement shall not create liability on the part of the surveyor. 6. Area Summary - Right -of -Way Dedication 0 Square Feet Easement Dedication. 33 584 qu"eE ;, Net Platted Area: 235,337 Sq re 'F t Total Plotted Area: 268,921 &q `' ��3 �" FEB4 2Udu? PLANNING & ZONING COMMISSION GRAPEVINE CITY COUNCIL Date Approved:Io Chairman: `--_` <-- aIM 4.,: Secretary. City Secretary: 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 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 1 OF 2 OWNER'S CERTIFICATE WHEREAS, GRAPEVINE AMERICAN LTD., is the sole owner of a 6.174 acre tract of land located in the James Gibson Survey, Abstract No. 587, City of Grapevine, Tarrant County, Texas, and being all of Lot 2, Block B, Grapevine Vineyard, on addition to the City of Grapevine, Tarrant County, Texas, according to the plot filed for record in Cabinet "A", Slide 8466, Plot Records, Tarrant County, Texas, said Lot 2. Block B being a portion of that certain tract of land described in the deed to said Grapevine American Ltd., filed for record in Volume 12937, Page 211, Deed Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod found with a cap stomped "KHA" at the Northerly end of a corner clip at the intersection of the South right—of—way line of Grapevine Mills Boulevard North (formerly known as Anderson—Gibson Road or County Road No. 3044) and the East right—of—woy line of Form—Market 2499 (a 160 foot wide right—of—way), said iron rod also being the most Northerly Northwest corner of Tract B (Future Right—of—Way) as shown on said plot of Grapevine Vineyard; THENCE North 84' 11' 40" East, along the South right—of—way line of said Grapevine Mills Boulevard North, a distance of 100.51 feet, to a 1/2 inch iron rod found for the most Northerly Northeast corner of said Tract 8 and the most Northerly Northwest corner of said Lot 2, said iron rod also being the POINT OF BEGINNING of the herein described tract of land; THENCE continuing along said South line as follows: North 84' it' 40" East, o distance of 124.62 feet, to a 5/8 inch iron rod found with a cop stamped "KHA"; North 88' 15' 10" East, a distance of 197.01 feet, to a 5/8 inch iron rod found; North 89' 20' 41" East, a distance of 155.72 feet, to o 5/8 inch iron rod found with o cap stomped "KHA" for the Northeast corner of said Lot 2 and the Northwest corner of a called 13.7532 acre tract of land described in the deed to S.P. Airport Texas #i, Ltd., filed for record in Volume 13382, Page 123, Deed Records, Tarrant County, Texas; THENCE South 00' 42' 41" West, along the East line of said Lot 2 and the West line of said 13.7532 acre tract, at a coiled distance of 426.05 feet, passing the Southwest corner of said 13.7532 acre tract, and continuing in all, a distance of 551.51 feet, to a 1/2 inch iron rod found with a cop stomped "USA" for the Southeast corner of said Lot 2 and the Northeast corner of Lot 1, Block B of said Grapevine Vineyard; THENCE North 88' 13' 03" West, along the South line of said Lot 2 and the North line of said Lot 1, a distance of 506.03 feet, to an "X' cut in the concrete pavement of on existing concrete drive, said "X" cut being the Northwest corner of Lot 1 and Southwest corner of Lot 2, and being on the East line of the aforementioned Tract B; THENCE along the East line of said Lot B and the West line of said Lot 2 as follows: North 01' 46' 57" East, a distance of 493.55 feet, to a 5/8 inch iron rod set with a cop stamped "Bury+Por tners"; North 43' ii' 09" East, a distance of 30.21 feet, to the POINT OF BEGINNING and containing a computed area of 6.174 acres. OWNER'S DEDICATION NOW. THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT GRAPEVINE AMERICAN, LTD., does hereby adopt this plot of LOTS 2R AND 3, BLOCK B, GRAPEVINE VINEYARD, on addition to the City of Grapevine, Tarrant County, Texas, and does hereby dedicate to the public use forever the right—of—way and easements shown hereon. The easements shown hereon ore hereby reserved for the purposes as indicated. The utility easements shall be open for all City and franchised public utilities for each particular use. The maintenance of paving on the easements ore the responsibility of the property owners. No buildings or auxiliary structures shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using, or desiring to use some. Any City or franchised utility shall hove the full right to remove and keep removed all or parts of any fenced, trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the easements and oil City or franchised utilities shall at oil times hove the full right of ingress and egress to and from and upon said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or ports of its respective system without the necessity at any time of procuring the permission of anyone. This plot approved subject to all platting ordinances, rules, regulations and resolutions of the City of Grapevine, Texas. WITNESS MY HAND this the _day of 2006 GRAPEVINE AMERICAN, LTD. RL Lemke, Vice President STATE OF TEXAS COUNTY OF DALLAS ° BEFORE ME, a Notary Public, on this day personally appeared RL LEMKE, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of 2006. Notary Public in and for the State of Texas S:\SUR\30445-01\SURV\30445-01FPLT.dwg modified by ahoq at Feb 14, 2006 — 11:29am AVIGATION RELEASE STATE OF TEXAS COUNTY OF TARRANT WHEREAS, GRAPEVINE AMERICAN, LTD., hereinafter coiled "Owner", is the owner of that certain parcel of land located in the City of Grapevine, Tarrant County, Texas, being more particularly described on this plot. NOW, THEREFORE, in consideration of the sum of ONE AND 00/100 (SI.00) DOLLAR and other valuable consideration, the receipt and sufficiency of which is hereby fully acknowledged and confessed. Owner does hereby waive, release, remise and quit claim to the City of Grapevine, Tarrant County, Texas, The Dallos—Fort Worth International Airport Board, The Cities of Dallas, Texas and Fort Worth, Texas, their successors and assigns, hereinafter called "Cities for the use and benefit of the public and its agencies, any and all claims for damages of any kind to persons or property that Owner may suffer by reason of the passage and flight of all aircraft in the air space above Owner's property above the height restriction as presently established by Ordinance No. 73-50 for the City of Grapevine, known as the Airport Zoning Ordinance of the Dallas—Fort Worth International Airport, to an infinite height above some, whether such damage shall originate fromnoise, vibration, fumes, dust, fuel and lubricant particles, and all othereffects that may be caused by the operation of aircraft, landing at or taking off from, or operating at or on the Dollos—Fort Worth International Airport. This instrument does not release the owners or operators of aircraft from liability for damage or injury to person or property caused by falling aircraft or falling physical objects from aircraft, except as stated herein with respect to noise, fumes, dust, fuel and lubricant particles. It is agreed that this Release shall be binding upon said owner and his heirs and assigns, and successors in interest to said property, and it is further agreed that this instrument shall be o covenant running with the land, and shall be recorded in the Deed Records of the county or counties in which the property is located. EXECUTED at Dallas, Texas, thisday of , 2006. GRAPEVINE AMERICAN, LTD. RL Lemke, Vice President STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, a Notory Public, personally appeared RL LEMKE, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of , 2006. Notary Public in and for the State of Texas SURVEYOR'S CERTIFICATION I, William C. Haddock, of Bury+Partners— DEW, Inc. a Registered Professional Land Surveyor in the State of Texas, do hereby declare that I prepared this plat from an actual and accurate survey on the land and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the plotting rules and regulations of the State of Texas and the City of Grapevine, Texas. Surveyed on the ground December 30, 2005. William C. Haddock, R.P.L.S. Slate of Texas No. 5764 Bury+Par tners—DEW. Inc. 5310 Harvest Hill Road, Suite 100 Dallas, Texas 75230 (972) 991-0011 STATE OF TEXAS ° COUNTY OF DALLAS BEFORE ME, a Notary Public, personally appeared William C. Haddock, known to me to be the person whose name is subscribed to the foregoing instrument ontl acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of 2006. Notary Public in and for the State of Texas 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, 2006 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 (972) 991-0011 (469)522-4200 TEL. CONTACT: BILL HADDOCK, R.P.L.S. PLAT FILED IN CABINET , SLIDE , P.R. T.C. T. DATE: SHEET 2 OF 2