Loading...
HomeMy WebLinkAboutSP2006-1010/2,5/2006 WED 11!08 FAX 2003/013 Pot 0- T eT F X C 1117NI1 0 F G RA P E V"I N E SITE PLAN APPLICATION PART 1. APPLICANT INFORMATION Name of applicant: agent/company/contact Avint, C4s Al�-c'kifec+5, lvwry, Street address of applicant lagent: AVe*tu j S+,f, to I City lState lZip Code of applicant /agent:.Anti rtnfio n i T)L 7( vo( , Telephone nuffiber of applicant/ agent: Fax number of applicant/ agent: 8(-7- St -7- co 4-e-) - 8863 Email address of applicant/agent Mobile phone number of applicant/agent , 2 V) Applicant's interest in subject property: A,rct6+,c,r,f � *Yojecf- PART 2. PROPERTY INFORMATION Street address of subject property 4 -5r --)o C--,. 14--360 , 0y-aPe-Vir1q,'T)( 760 ;l Legal description of subject property (metes & bodnds must be described on 8 1/2'x 11" sheen (5-p-�_- C't,%dose'-4) t_0+ Size of subject property Acres Square footage Present zoning classification: F C" P I Give a general description of the proposed use or uses for the proposed development: — v�i PART 3. PROPERTY OWNER INFORMATION Name of current property owner., Garavie_r ;3(,,c) WL -P 'P6Lr4-k1e__r_-1A'1P - F -0--s+ Street address of property owner: I — I �3C>.3 t:w (a,,, , 5U i i e. 3 1),57-t '7 Sac City / State / Zip Code of property owner: I Telephone number ofproperty owner., Fax number of property owner: 9-7'1- G6Pq-9q6!S q72-- C o6,q - 619'77 C] Attach a final plat, or replat of the approved subdivision by city council showing property boundary lines, dimensions, easements, roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( I blueline copy) EJ Submit a site plan showing all information required by Section 47.E., Site Plan review requirements (see attached requirements). U All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use, L can only be approved by city council through the public hearing process. PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN Print Applicant's Name, Applicanrs 9th 00ture- The State on this day personally appeared 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 ena that he exetuded lot., same for the purposes and consideration therein expiossed, (Soal) Given tinder my hand nod seat of of this dayf__:7r' �X;:L­ AX) )STEPtiy cokiMISSION EXPIMS HANIE A. KOONCE swerttru 17, 2010 Notary In And For State Of Texas 44 �javA,,;qey, Arint Property Ctsaner dame;Property Owner's Spneture The State Of County 0f­-,-&,t�L<-,-- &-do(eme on this day personally lip poorod —1— —L— (Wopelty owner) known to me (or proved to Me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowtodgod to me'that he executed the some for the purposes and consideration theinin expressed. (Seal) Given andermy handand seal ofoflh-e thio_ , ___dayof Aff (4 Notary In, For State Of Texas —MEE— 10/,25/2006 WED 11.08 VAX 12005/013 ILL UMINA TION PLAN tspag (D An illumination plan to Include a site Photometric and all fixture details shall be submitted as it Part of the site Plan review Process. Applications will not be accepted w hout this requirement I hereby acknowledtle that an fifuminatiq7j) FF 4) P. - Property Owner Signafure_-�l (MM ME 4 10/25/2006 WED 11:08 FAX 2006/013 PLATTING VERIFICATION SpDt9-10 This verification statement must be signed prior To the submittal of this application It has been determined that the property described below does require platting or replatting and the applicant has been instructed on this procedure. V/ It has been determined that the property described below is currently platted or does not require platting or replatting at this time. Address of subject property -+550 GUafe,,,VWQ47)0 760,51 I Legal description of subject property Lo+ I -n-je,, Offic-e-QG GL-a�trx, 36 41 1 Public Works Department Date This form must be signed by the public works department and submitted along with a completed application to the planning and zoning department 5 C ARCHITECTURE/ INTERIOR DESIGN I PLANNING MASTER January 12, 2007 Mr. Ron Stombaugh City of Grapevine Development Services Department 200 South Main Street Grapevine, TX 76051 Re: Offices @ Grapevine 360 4550 State Highway 360, Grapevine, TX Dear Mr. Stombaugh, Thant, you for meeting with Mike Ramsey and I on Tuesday. The following is a re -cap of our conversations in the meeting: It has been the owner's intent from the beginning of the project to save as many trees as possible. Due to the excessive sloping nature of the site, we have found it necessary to remove more existing trees than desired. Some trees will be saved in a full and natural condition and some will be saved due to the expense of retaining walls. We have chosen to save the trees we feel have the best chance for full and healthy survival. We have located as many new trees as possible on the site at twice the required 3" caliper to compensate for this loss. EAST SIDE OF BLDG The existing trees along the east side of the building will be removed due to excessive grade changes and the proximity of the building. The area between the building and the Right -Of -Way line rises 5 feet from 566 to 571. We will plant twice the size of the required 3" caliper trees to compensate for this loss. Four 6" caliper trees will be installed between utilities at the northern corner of the building and two other additional 6" caliper trees on the north side of the building. SOUTH SIDE OF BLDG The existing trees along the south side of the building will be removed due to excessive grading and the proximity of the building. The slope between the building and the saved group of trees drops nine feet from 563 to 554. We will plant twice the size of the CHS ARCHITECTS, INC. / 2233 AVENUE J / SUITE 101 / ARLINGTON, TEXAS 76006! 817-640-3199 1 FAX 817-649-8863 required 3" caliper trees to compensate for this loss. Seven 6" caliper trees and twelve ornamental trees will be installed in the area south of the building. This quick grade change will make it possible for us to save a group of large trees with a better chance of survival at the bottom of this slope. SOUTHWEST OF PARKING We will add a retaining wall to save two quality trees that were previously shown to be removed due to excessive slope. Some other trees were lost due to grading and the proximity to the parking construction. We will plant twice the size of the required 3" caliper trees to compensate for this loss. Ten 6" caliper trees and three ornamental trees will be installed in the area south and west of the parking lot. IN FRONT OF BUILDING The existing trees at the west building entry will be removed due to grade changes and the proximity of the building. We will grade the front area of the building to save the larger trees on the north side of the building entry. The difference between the finished floor and the existing grade on the south side of the entry is about 5 feet. We are planting twice the size of the required 3" caliper trees to compensate for this loss. One 6" caliper tree will be installed on the south side of the entry and other additional 6" caliper trees have been located on the site where possible. We feel that we have satisfied the intent of the landscape ordinance on this site. Should you have any further questions or comments, please don't hesitate to call me or Mike. Sincerely, Anne Fernandez Associate December 15, 2006 Melodie E. Geisler, P.E. Jones & Boyd, Inc. 17090 Dallas Pkwy, Suite 200 Dallas, TX 75248 Fax: (972) 248-1414 Re: Offices at Grapevine 360, 2nd Review Dear Ms. Geisler: Civil construction plans (CCP), submitted for the above project, have satisfied the City of Grapevine Public Works review process. Once building plans are reviewed to the satisfaction of Development Services and the elements described in PW staff comments are included, a pre -construction meeting can be held. Staff markups can be picked up at Grapevine City Hall. The general contractor or owner must attend this pre -construction meeting with city staff to discuss the details of this project. Please submit five (5) complete sets of the approved CCP prior to the pre -construction meeting. At this meeting, the contractor will receive two (2) sets of "Released for Construction" CCP. If the contractor requires more than two (2) sets of CCPs, then additional plans must be submitted. The owner or his designated agent is encouraged to attend the pre -construction meeting. During this meeting, the owner/contractor's "Final Acceptance" responsibilities will be identified and any questions will be addressed. If you have any questions concerning the submittal requirements or the attached comments, contact me at (817) 410-3138. Sincerely, John D. Robertson, P.E. Civil Engineer cc: Scott Dyer, P.E., Cristin Turner, P File Manager of Engineering E. O:\Plan Review (Civil Plans)\2006\Jones&Boyd-Offices@Gtpvn360 2nd.doc PUBLIC WORKS DEPARTMENT THE CITY OF GRAPEVINE P.O. Box 95104 - Grapevine, Texas 76099 - Phone Metro 817/410-3135 - Fax 817/410-3003 at Grapevine 360 Staff Comments Cover Sheet Page 2 of 4 Verify that the general notes conform to those listed later in this comment letter. There is at least one of the general notes missing from the included list and that which is on the cover sheet. Water & Sanitary Sewer Plan 2. Show the existing valve on the plan view that is on the 12" waterline north of the site. 3. The double detector check vault must be installed at the easement line. It is currently shown at the building line. 4. For the private lateral, change the 4" sanitary to a 6" sanitary lateral until the easement line as shown on the City's standard details. This may be reduced to a 4" as also shown in the standard detail after reaching the easement line. Also show the location of the private sanitary lateral to the building. Standard Details 5. Remove the standard detail for the Construction Sign. This is used for our capital projects and not private developments. Miscellaneous Fees 6. The lot to lot drainage fee is due prior to the issuance of building permits. Fee is $ 350.00 per acre. For the total acreage of 2.201 acres, the associated drainage fee is $ 770.35. 7. Water and Wastewater impact fees are due at time of building permit pickup. The water impact fee is $ 3,928.00 per acre and the wastewater impact fee is $ 2,424.00 per acre or $ 8,645.53 and $-5;36-22 for water and wastewater respectively for the total of 2.201 acres. 4 a 335,22 8. There is a peripheral street fee for sidewalk associated with this project at $ 25 per platted lineal foot along the frontage of SH360 ($ 5 per s.f.). This is for a 5 -foot wide sidewalk. The platted length is 253.31 Lf. making the fee $ 6,332.75. 9. The developer/owner will be charged a 5% Design Review and Construction Inspection Fee for public water, sanitary sewer, drainage and paving improvements within public right-of- way or easements, including any private drainage systems, based on actual construction costs. This fee is due at pre -construction meeting. Construction contracts must be submitted to the City of Grapevine to verify Construction costs. Miscellaneous Comments 10. The City of Grapevine's Code of Ordinances shall be adhered to. Special attention should -1- I'll, Aug �-'r 11 mrm OFFICES @ GRAPEVINE 360 4550 STATE HIGHWAY 360 LOT 1, BLOCK 1 AN ADDITION TO THE CITY OF GRAPEVINE G.W. MINTER SURVEY, ABST. NO. 1863, TRACT 28 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS PROPERTY OWNER: POYNTER SCIFRES COMPANIES GRAPEVINE 360, LTD. 1600 E. LAMAR BLVD., SUITE #240 ARLINGTON, TEXAS 76011 817-394-1590 PLAN0 'lovm ;3;k DJS NM Aun4o co cm o SITE GENERAL NOTES: CIA A. CON TRACTOR TO REFER TO CIVIL DRAWINGS DIMENSIONAL iW CONTROL PLAN FOR ALL PAVING DIMENSIONS. `t B. FIRELANE STRIPING TO COMPLY WITH CITY OF GRAPEVINE REQUIREMENTS. Fq' C. ALL PARKING LOT STRIPING TO BE WHITE ACCESSIBLE p B ROUTE AND LOADING AREAS TO BE PAINTED WHITE. REF, SPECS FOR PARKING LOT PAINT. Q R''6e7 D. ALL CURB RAMPS TO BE CONSTRUCTED WITH DETECTABLE -Y"P WARNING PAVERS, COLORS SELECTED BY ARCHITECT. E. REFER TO CIVIL PLANS FOR PAVEMENT AND CURB DETAILS. E u, F. REFER TO LANDSCAPE PLAN FOR ALL LANDSCAPING. b o y G. WHERE ACCESSIBLE ROUTES, RAMPS, ETC. INTERSECT CURB OPENINGS, TAPER ALL CURBS DOWN TO PAVEMENT U.N.O. H. ALL PAVING AND SIDEWALKS TO DRAIN WATER AND PREVENT PONDING. ACCESSIBLE ROUTES MUST MAINTAIN Q a ACCESSIBLE SLOPE TOLERANCES. V) s w a I. ALL SITE LIGHTING PIERS AND POLES SHALL BE LOCATED V ¢ n a m ACCORDING TO THE ARCHITECTURAL SITE PLAN. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION. NOTIFY ARCHITECT OF DISCREPANCIES FOR RESOLUTION. K. REMOVE ALL EXISTING ELEMENTS FROM THE SITE AS NECESSARY TO CONSTRUCT THE NEW WORK AS INDICATED. REFER TO SURVEY. PRESERVE TREES AS NOTED ON LANDSCAPE PLAN. L. PROVIDE NEW SIGN AND PAVEMENT SYMBOL FOR EACH ACCESSIBLE PARKING SPACE. SEE SITE DETAILS. KEYNOTES 1. PARKING LOT LIGHT POLES TO BE CENTERED IN LANDSCAPE ISLAND WHERE APPLICABLE. FACE OF POLE BASE TO BE MINIMUM 2'-0" FROM FACE OF CURB. REF. SPEC FOR MANUFACTURE AND MODEL, REF. 12/A3.02 FOR PARKING LOT POLE LIGHT CONC. PIER. REF. MEP. 2. WHEEL STOPS, RE: ll/A1.02, TYP. 3. ACCESSIBLE PARKING SIGNS, RE: 2&3/A3.02 4. CURB INLET, RE: CIVIL B S. CURB RAMP, RE: 1/A1.02 6. LANDSCAPE AREAS, RE: LANDSCAPE DRAWINGS 7. CONC. TOE EDGE RESTRAINT TO BE LOCATED EVERYWHERE PAVERS AND LANDSCAPING MEET, REF. 10/Al.02 8. PROVIDE KNOX BOX PER CITY REQUIREMENTS. C) 9. RECESSED NON -FREEZE KEYED HOSE BIB. m 10. ELECTRIC METERS, PER MEP. W 11. WATER PROOF LIGHTS IN LANDSCAPING, TYP. H M Tn O 12. NEW FENCE, RE: 15/A1.02. W ¢¢ 13. RETAINING WALL, REF. CIVIL a > LnQ S LLX1 14. CONC, SPLASH BLOCK / RIP RAP, RE: MEP 15. ELECTRICAL TRANSFORMER, RE: MEP, t,/ F Z 16. GROUND MOUNTED IDENTIFICATION SIGN, BY G.C. V In Ili 17. PROVIDE LIGHTING AT THESE EXISTING TREES O OL 18. TEMPORARY LEASING SIGN W L v_ SITE DATA LL GROSS LOT AREA: 96,106 SF OR 2.206 ACRES O NET LOT AREA: 96,106 SF OR 2.206 ACRES BUILDING NET AREA 21,230 SF $ LOT COVERAGE: 22.09% PARKING REQUIRED (COMMERCIAL): S + 1 SPACE PER 300 BLD SF 5 + ( 21,230 / 300) = 76 SPACES PARKING PROVIDED: ISSUE FOR PRICING: 76 SPACES (INCLDES 4 ACCESSIBLE) 6-26-2006 75% REVIEW SET 09-07-2006 LEGEND ISSUE FOR PERMIT 09-29-2006 PAVERS DSTON IN ClISSUE FOR CONSTRUCTION HOLLRS (PAV NE IN irj PARKING COUNT 0.ND 12-01-2006 RUNNING BOND LOCATION PATTERN AS SHOWN)S SUP. INSTRUCTION 1 PARKING LOT LIGHT 1 ISSUED 01-15-2008 POLE ON ITS X 11 NEW 6' TALL DOUBLE NEW MONUMENT SIDED WOOD FENCE 2 SIGN LOCATION ACCESSIBLE STRIPING -d--<— PER CITY SIGN OCA STANDARDS REQUIREMENT ALONG STANDARDS PROPERTY LINE, REF. 15/A1.02 LANDSCAPE UPTIGHT .e r. MI NEW CONCRETE PAVING MH EXISTING TREE TO .� NEW CONCRETE i1 REMAIN PAVING UNDER SEPARATE CONTRACT (/,�� 1 1 / \1 .01 EXISTING ZONING: PCD ACCESS & FIRE LANE EASEMENT AGREEMENT LOT 1, BLOCK 1 VOL. 16172, PG. 98 SOUTHERN BAPTIST CONVENTION20' UTILITY EASEMENT ,A ADDITION CAB. A, SLIDE 7907 25; BUILDING 'SETBACK LINE_, CABINET A, PAGE 790 CABINET A, WAGE 790 NAD 83 TX -NC 0 \ N 7,008,651.55' A E 2,404,,339.84' DRAINAGE EASEMENT POINT OF 10' WATER EASEMENT AGREEMENT BEGINNING CABINET A, PAGE 790 VOL. 16188, PG. 303 — — — — — — — — — — — — — — — — —S21044' " 50E 1,R,F. EAST 265.0 1/2" 1­11� I.R.F.51-65' r, DRAINAGE EASEMENT 58 26.11' CAB. PG,--- F_ R.O.W. DEED VOL_ 9135, PG, 1881 F_ 20B.L. 26' DRAINAGE EASEMENT I <f CROSS ACCESS EASEMENT AGREEMENT I—, II VOL. 16188, PG, 3031 1 (BY THIS PLAT) --- R011 G9 L4 C. M. F, VOL. 16 239, PG, 3101 LIJ Ile, DEED LINE 0 ............... ............... 10' UTILITYI Ile EASEMENT) 11 < (BY THIS PLIT) I I CO / c), LOT 1 BLOCK 1 96,106 q.ft. 25' B�ILDING\ kP STONE BRI GE OAKS -0 (2.206 acres) (GROSS) SETBACK\ LINE. ` \ V CAB. —, PG_ 0 ft -200 sq.. (0.005 AC)ROW P.R.T.111T. Id 95,906 sq.f c. 01. 15' DRAINAGE ES (2.201 acres) (NET) EXISTING ZONING: R._1VIF-1 I I (BY THIS PLAT) V UI 20' UTILITY SCOTT KRUSE AND \,p. EASEMENT WIFE, KIMBERLY KRUSE EXISTING ZONING- "PCD" (BY THIS PLAT) R.O.W. DEED DOC. NO. D204365528 ANT lea, PROPOSED ZONING: "PCD" VOL. 8510, PG. 1606 19.010 ACRES Ak& 0 0 Z DRAINA E EASEMENT CAB. 20' X 20' CORNERCUP ROW DEDICATION 200 S,F, (0.005 ACRES) 1P EXISTING 24' CROSS ACCESS �15. EASEMENT AGREEMENT SIGHT ?0, VOL. 16239, PG. 312 \DISTANCE -1 �,\\ N S, (TO BE ABANDONED BY ESMT. C.M.F. SEPARATE INSTRUMENT) VOL. _-, PG. D INAGE EASEM AGREEME VOL 6188 PG. 30 STATE OF TE S -+ COUNTY OF TARRANT- VOL. 1 39, PG. 10 DEED LINE IL .................... ­­ ........ '1/2„oma 00�- 49 7 0,7 0' NAD TX—NC 0 N 7,008,391.35: 10' UTILITY --A 2,4.04,074,84 EASEMENT (BY THIS PLAT) EXISTING CRYSS Ata�CES$ \BRA€NAGE EMENT 2” AG�1, I -SEM EN REEM`ENT DRAINAGE & DETENTION ESMT.1. R. F. VOL. 16239, P�. .312\ CAB. __ P& STONE IDGE0 ,'`�` \ \\ \\ CAB. EXISTING ZON G: R -MF -1 DRAINAGE E SEMENT SCOTT KRUSF_�­ --- ------- VOL_ EW5FOR2181, G. 537 WIFE, LY KRUSE SANITARY SEWER EA EMENT NO, D204365528 VOL. 15028, P 540 19.010 ACRES I WHEREAS, THE GARDNER 360 WLC PARTNERSHIP -EAST is the owner of all that tract of land in the City of Grapevine, Tarrant County, Texas, a part of the G.W. Minter Survey, Abstract No. 1083, and being apart of that 30.787 acre tract of land conveyed to The Gardner 360 WLC Partnership -East as recorded in Volume 15348, Page 76, Tarrant County Deed Records, and being further described as follows: BEGINNING at a one-half inch iron rod found for corner in the east line of said 30,787 acre tract of land, said point being in the west line of State Highway No. 360 (a variable width right-of-way), said point being the southeast corner of Lot 1, Block 1, Southern Baptist Convention Addition, an addition to the City of Grapevine as recorded Cabinet A, Slide 7907, Tarrant County Deed Records; THENCE along the east line of said 30.787 acre tract of land and along the west line of State Highway No. 360 as follows: South 21 degrees 44 minutes 50 seconds East, 51.65 feet to a concrete monument found for corner; South 31 degrees 45 minutes 53 seconds East, 201.66 feet to a concrete monument found for comer, said point M- ing the most easterly northeast corner of a 19.010 acre tract of land conveyed to Scott Kruse and wife, Kim#- # d` eorded in Document No. D204365528, Tarrant County Deed Records, THENCE along the northeast line of said 19.010 acre tract of land as follows: South 61 degrees 39 minutes 31 seconds West, 230.00 feet to a one-half inch Iran rod found for corner; North 69 degrees 56 minutes 15 seconds West, 200.00 feet to a one-half inch iron rod found for corner; North, 26�0.00 feet to a one-half inch iron rod found at the most northerly northeast corner of said %010 acre tract of land, said point being in the south line of said Southern Baptist Convention Addition-, THENCE East, 265.00 feet along the south line of said Southern Baptist Convention Addition to the POINT OF BEGINNING and containing 96,106 square feet or 2.206 acres of land. OWNER'S CERTIFICATE NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS: R.O.W. DEED 'Y' FND VOL, 8504, PG. 366 "X" FND C.M.F. THAT THE GARDNER 360 WLC PARTNERSHIP - EAST does hereby adopt this plat of OFFICES AT GRAPEVINE 360, 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 easements shown hereon are hereby. reserved for the purposes as indicated. The utility easements shall be open for all City or franchised public utilities for each particular use. The maintenance of paving on the easements are the responsibility of the property owner. 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 same. Any City or franchised utility shall have the full right to remove and keep removed all or parts of any fences, 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 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, patrollin maintainin , and adding to or remoI all or parts of its resLeaLiyLj�;stem without the necessity «-a time of procuring 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. Agent for: THE GARDNER 360 WLC PARTNERSHIP - EAST STATE OF TEXAS - COUNTY OF BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _ day of 2006. Notary Public, State of Texas AMEMM��� LEGEND * I.R.F. IRON ROD FOUND * C.M.F. CONCRETE MONUMENT FOUND V1U1JN1TY____M.AF 1 i9_ 4 —4�000' UNE TABLE 11HE OFFICES AT GRAPEVINE 360 C 0 3wing M 0 AN ADDITION TO THE CITY OF GRAPEMNE -0, 5;1 EXIS11NG ZONING: "PCD' LA PROPOSED ZONING-. *PCD" A 2.206 ACRE TRACT OUT OF THE V) G.W. MINTER SURVEY, ABST. NO. 11083 1111111- - 4 That 1, William J, Johnson, do hereby certify that I prepared this plat from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the rules and regulations of the State of Texas and the City M f Grapevine, Texas. Dated this day of 2006, WILLIAM J. JOHNSON Registered Professional I Land Surveyor #5426 JONES & BOYD, INC. 17090 Dallas Parkway, Ste. 200 Dallas, Texas 75248 (972) 248-7676 SITE AREA TABLE RIGHT-OF-WAY DEDICATION AREA: 0.005 ACRES EASEMENT DEDICATION AREA: 0.437 ACRES NET PLATTED AREA: 1.764 ACRES TOTAL PLATTED AREA: 2.206 ACRES FLOOD STATEMENT: According to Map No. 48439CO215 H, dated August 2,1995of the Federal Emergency Management Agency, National Flood Insurance Program map, this property is within Flood Zone "XI", which is not a sM" cial flood hazard area. 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. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This statement shall not create liability on the part of the Surveyor. AVIGATION RELEASE WA51�1 �_ffnfikzx"J WHEREAS, THE GARDNER 360 WLC PARTNERSHIP -EAST; hereinafter called "Owner" (whether one or more), is the owner of that certain parcel of land situated in the City of Grapevine, Tarrant County, Texas, being said property as described as shown on this plat. NOW THEREFORE, in consideration of the sum of ONE AND 00/100 ($1.00) DOLLAR and other good and valuable consideration, the receipt and sufficiency of which is hereby fully acknowledged and confessed, Owner does hereby waive, release, remise and quitclaim 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 an infinite height above same, 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 to person or property caused by failing aircraft or failing 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 a covenant running with the land, and shall be recorded in the Deed Records of the county or counties in which the property is situated. EXECUTED at Texas, this _ day of 2006. OWNER TITLE The State of County of Before me - on this day personally appeared known to me (or proved to me on the oath of or through (description of identity card or other document) to be the person whose name is subscribed to the -foregoing instrument and acknowledged tome that he executed the same for the purposes and consideration therein expressed. Given under my hand and sea[ of office this day of A.D. 2006. Notary Signature SffE �PLAN CITY OF GRAPEVINE APPROVED DATE -;I Q SHEET. OF ZL _/ DEPARTMENT OF DEVELOPMENT SERVICES PLANNING & ZONING COMMISSION - Date Approved: Chairman: Secretary: GRAPEVINE CITY COUNCIL: Date Approved: Mayor: City Secretary: FINAL PLAT 11HE OFFICES AT GRAPEVINE 360 C 0 3wing M 0 AN ADDITION TO THE CITY OF GRAPEMNE -0, 5;1 EXIS11NG ZONING: "PCD' M PROPOSED ZONING-. *PCD" A 2.206 ACRE TRACT OUT OF THE V) G.W. MINTER SURVEY, ABST. NO. 11083 CITY OF GRAPEVINE, TARRANT COUNTY, T2�­,, EL THE GARDNER 360 V&C ® OWNER 15303 Dallas Parkway, Suite 350 (972) 669-9955 Iia x Addison, D( 75001 POYNTER SCIFRES COMPANIES DEVELOPER 1600 E+ Lamar Boulevard, Suite 240 (817) 394-1,590 0 0 Arlington, TX 76011 JONES & BOYD, INC. SURVEYOR/IINEER 17090 Dallas Parkway, Sufte 200 (972) 248-7676 0 Dallas, Texas 75248 1111111- - 4 That 1, William J, Johnson, do hereby certify that I prepared this plat from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the rules and regulations of the State of Texas and the City M f Grapevine, Texas. Dated this day of 2006, WILLIAM J. JOHNSON Registered Professional I Land Surveyor #5426 JONES & BOYD, INC. 17090 Dallas Parkway, Ste. 200 Dallas, Texas 75248 (972) 248-7676 SITE AREA TABLE RIGHT-OF-WAY DEDICATION AREA: 0.005 ACRES EASEMENT DEDICATION AREA: 0.437 ACRES NET PLATTED AREA: 1.764 ACRES TOTAL PLATTED AREA: 2.206 ACRES FLOOD STATEMENT: According to Map No. 48439CO215 H, dated August 2,1995of the Federal Emergency Management Agency, National Flood Insurance Program map, this property is within Flood Zone "XI", which is not a sM" cial flood hazard area. 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. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This statement shall not create liability on the part of the Surveyor. AVIGATION RELEASE WA51�1 �_ffnfikzx"J WHEREAS, THE GARDNER 360 WLC PARTNERSHIP -EAST; hereinafter called "Owner" (whether one or more), is the owner of that certain parcel of land situated in the City of Grapevine, Tarrant County, Texas, being said property as described as shown on this plat. NOW THEREFORE, in consideration of the sum of ONE AND 00/100 ($1.00) DOLLAR and other good and valuable consideration, the receipt and sufficiency of which is hereby fully acknowledged and confessed, Owner does hereby waive, release, remise and quitclaim 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 an infinite height above same, 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 to person or property caused by failing aircraft or failing 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 a covenant running with the land, and shall be recorded in the Deed Records of the county or counties in which the property is situated. EXECUTED at Texas, this _ day of 2006. OWNER TITLE The State of County of Before me - on this day personally appeared known to me (or proved to me on the oath of or through (description of identity card or other document) to be the person whose name is subscribed to the -foregoing instrument and acknowledged tome that he executed the same for the purposes and consideration therein expressed. Given under my hand and sea[ of office this day of A.D. 2006. Notary Signature SffE �PLAN CITY OF GRAPEVINE APPROVED DATE -;I Q SHEET. OF ZL _/ DEPARTMENT OF DEVELOPMENT SERVICES PLANNING & ZONING COMMISSION - Date Approved: Chairman: Secretary: GRAPEVINE CITY COUNCIL: Date Approved: Mayor: City Secretary: FINAL PLAT 11HE OFFICES AT GRAPEVINE 360 C 0 LOT1. BLOCK 1 W 0 AN ADDITION TO THE CITY OF GRAPEMNE -0, 5;1 EXIS11NG ZONING: "PCD' M PROPOSED ZONING-. *PCD" A 2.206 ACRE TRACT OUT OF THE V) G.W. MINTER SURVEY, ABST. NO. 11083 CITY OF GRAPEVINE, TARRANT COUNTY, T2�­,, EL THE GARDNER 360 V&C ® OWNER 15303 Dallas Parkway, Suite 350 (972) 669-9955 Iia x Addison, D( 75001 POYNTER SCIFRES COMPANIES DEVELOPER 1600 E+ Lamar Boulevard, Suite 240 (817) 394-1,590 0 0 Arlington, TX 76011 JONES & BOYD, INC. SURVEYOR/IINEER 17090 Dallas Parkway, Sufte 200 (972) 248-7676 0 Dallas, Texas 75248 INLET \V� EXISTING ZONING : PCD1\ \ LOT 1, BLOCK 1 =570.70'\ SOUTHERN BAPTISTcj�ONVENTION ;Z 20' UTILITY -,ASEIVIY�-T ADDITION CAB. A,��ILIDE 7907 co 25' BUILDING SETBACK LINE---' 0 N E T A R'A G E 7 9 X M q Lill CABINET A, PAGE 790 All. 6 7' Ln RIM=577 FL- 8"Nw=5612. X 1 LLJ _74- 5 6 Q) F 2, ,A - 4-- INLET -56 11 12"RCP �'IRAJNAGE EASEMENT �)OI FNT 0 F N a 15 30 so 10' WATER EA ME g%) AGREEMENT 'INLET R�,GINNING ABINEA, T A, AG 790 VOL. 16188, PG. 303 VC FI -1 B"RCP 6�� 12 " P, C. X. I P c/o --2.12) 5'R IN FEET --- -- - - - - - - - - - - - - - 57 -T Q\ *A A n)$r 1 inch = 30 ft 0�) r) 11 W 1"-4�000' 51.65 - - - --- --- - - - - - - - - -5 114-88� \ \ I -- JU."t I \ \ /� I - -576 E� 26.11 i -\ - - - \ - , , I \ 1,7 1 Z \ , I I �� 7 Storm Sewer By Others ��I-cv- II 1- L-' - - I A i % f:7--575- 'RJ" %. \91\35, PG. -8�1-- IFE,��—D-VJA7LL I/ f1d — 2R' B. LO " f D R A I N A E'- EA EMENT L 18 RCP l I AGR EME 5 VOL. 16 85, 30310 L4 b E D',,,,, L I r, I E VOL. 16 239, PIG, 3101 on, - 5�F ....................... ............... ...... L[ —E- 10'- IJTI EffY o- EA� EMEENT E F 7 —51w� Lij (BY TI -11 P. -IL 4-1 -�7 CO K y 1 BLO T\ 7&- cv _8"W- 0 -§E-TEACK LINE. ' Lj 25' BUALDING s,rONE BRI GE OAKS 9 "1 56 0 M CAB.—PG.--- Fc) -7' PIR.T T �6\ �w 8 'N:. N �DR7 '7 7' EXISTING ZONING: R M —1 + —D &WISE AND —I— T -ER S -E7— --0 VrB LY k I R- 0. W. EXISiTI Z -ON ING:—'�P C D T -i� EED 14 3. D204365528 L, -8-51-03- G 1606 -Z-QN4hLG „PCD,' D 010 AC S 56 4P 0) 0 0 (0 -6-56 VICINITY MAP 8' SS— — i ` r�i � 11SQ— wz��� Existing Fire Hydrant Proposed Fire Hydrant Proposed Domestic Water Meter Proposed Irrigation Water Meter Proposed Flush Valve Existing Sanitary Sewer - -8"SS— — Proposed Sanitary Sewel 6 Existing Sanitary Sewer MH 0 Proposed Snitary Sewer MH 108X10, Water Easement and Size WE 13FR Construct Barrier Free Romp 4-9-3.79 Elev at Top of Proposed ;Retaining Wall I BW=483.61 Ground Elev at Bottom of Retaining Wall M-0 Approximate Single Lamp Post Location Approximate Double Lamp Post Location Proposed Fire Lane Proposed Sidewalk now= Proposed Retaining Wall I /ice �Rx I 00 20' 'CORNER NOTE: � AM CA -561 ALL DIMENSION ARE TO FACE OF CURB UNLESS 00 S. F. 665 ACR S) -- / OTHERWISE NOTED. -6C Z SfGIH T '7 '01 Z 'ISTANQ-E & ALL RADII ARE 3" UNLESS OTHERWISE NOTED. �_Slvl T 1(51 '0 59- I II0 0 C:5 -F A L L SIGNAGE REQUIRES FINAL APPROVAL BY 55 00 -558- SEPARATE PERMIT BY BUILDING INSPECTIONS IMAGE A G E -I, D :AGE %V, �p\ 011 A�6 M I %,, z \ "\ 0 DEPARTMENT, 41 VOL 618R� 5' 5 N - Z- fid L:::�3' BAR14E-15' \A/ -F PN -Cr V- 0+ ED LI 0 C) ................. ...... ....... ... ................ .......... .................. II 5 n X s gco V69 - Y 5�x \ \ -- -549- -8 -1 P7 L 720 L `DN 0? - C 10' -U TLLI TY -T 548- EASEMEA > (BY THIS PLAT) Ai BY- --545- -547- ­R-.-0--W. EED VOL. 8504, PG. 366 L fl STONE c B.- 77 07y "EX I S T G N M co 0� "r/00 'EIV�F, NJ T -F4S S`C\ Ot\TX R V�)L 7 T V 7, AINI 11 A R-X�, _ UE, 'KRU o 1502 C5- L--,"8 P�. 540 X 0434555�&- 15 VO V 1 \,Ql G%CRES r4l. ID (D �55n U) ---------- OF The seat appearing on this document was authorized by Melodie E. Geisler, P.E. ...... .................... - 86485. Alteration of a MELODIE E. GEISLER sealed document without ....................... 3..1.... 8648 proper notification to the 01". responsible engineer is an offense under the Texas Engineering Practice Act. CASE NAME: CASE NUMBER: LOCATION: ------------ ------ ---- MAYOR SECRETARY DATE: -------- - PLANNING & ZONING COMMISSION ------------- CHAIRMAN DATE: - - - - - SHEET: = OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES DATA SUMMARY TABLE LOCATION: STATE HIGHWAY 360, NORTH OF GLADE ROAD PRESENT ZONING: PCD PRESENT USE: VACANT PROPOSED ZONING: PCD — ALREADY ZONED PROPOSED USE: OFFICE BUILDING AND ASSOCIATED DRIVES/PARKING GROSS LOT AREA: 96,106 S.F. OR 2.206 ACRES NET LOT AREA: 96,106 S.F, OR 2.206 ACRES BUILDING AREA: 20,000 S.F. LOT COVERAGE: 20.81% PARKING REQUIRED (COMMERCIAL): 5 + 1 SP PER 300 BLDG SF 5 + (20,000 SF/ 300 SF) = 72 SPACES) PARKING PROVIDED: 78 SPACES (includes handicap) HANDICAP PARKING PROVIDED: 4 SPACES FINAL SITE PLAN OFFICES AT GRAPEVINE 360 LOT 1 9 BLOCK 1 AN ADDITIS N TO THE CITY OF GRAPEMNE N, _ -- 7-�x _---=---- 265-0a-__=--%-----� __- __vo (err \ rrI 5 �5-- — =``' �, ! ` \ `fie ; \ \ \ \ `R Ds__ _xe _Jx 199 \ly — x` -14__— x 1 ( l r 20' V ,•�, x 2Ga �^ "'' � ��' �f, \ Ca tF o, \ v l B '+1 eT� x215 \ i \ 7 x 2aG \ DRAINA E—EA EMENTrx 9 / iix 8 ;:1^ x 203x 20814 ' l / / r \ `•� ,*°' - _ 210 /''x 21 .\ "..__\ �'`C'� + \ y,AGEENT-1 / ( \ - x2a5 \ ( J O y •- 1 x 1 1 } ��"_ - \ j' x 195 - t I -0 10 20 40 _ - ( ( / iii U.\,� \ x197 x209 J f aJa' �\ •, \ e\ \\ \� \,` \ \ . r VOL... 16 88; fD . 3031—_` -�,` i\\\ - �`---- �� r l 218 VOL 16239, P. 310 ° I m _ , \\ \ - _W MT A 4`v / X 94 x! � _ - � \ V v ,� \� .x � � V A i Q � E D LINE 1 inch � 0 ft, � 1 I x ter` e—S /2- — _ .-�` x19+ �...� �. ........................°.......... ..,,.......-............. ............................°..........,.. 1 _ \ \...°.. �..�. I __ _.._ � � _. — --89_ -- � \\\\ '� �= '� \ x 95 � \ � �\ � 324 � e \ \ \ \ � \ ` ` ' � 1 1 m \\ _ 219 x2322 \ / \ \ 6i _ x '--560-- 1 _ _LP -560 10 -1 T l_i 1 1 X x7_ ___° 3X228` XX14 __ — -' _ - rr \\ -�z;9C _ \ 8' ' x 3I8 % x 2 0 x 314 EASEMENT 1 XaO 1 — X86 � � \ 4 � � � ` ��`• x`•19 - ' � x 317 \� � \ ♦. �< l \ s 229 R'+� 1 1 4 f x21 x23`, x 192 V 4 T E 17' \ // f+" ` e 224 xe4 ' x1 \ x 22 \x9 - x226 xR�22 x '/ x316 Ld - �,/ Xii9 x;, x124 !f� _ _ r'{{�-� x99 �-i_ x 24' x 333 x 117 x Ili• 114 � �! � x 189 _ 'j,/`�j...j��''"} � � �A \ \ ,_"sy�,'i 1 xe! x112113 _ 1- �` /� i `. L1 �,7 _ s I i. r �_ 3 ! ,��.}�� / x329 \ t, \- \\ /' \ x 110 e `�\ x �2 x Z3_ \ - _ Z �.-�' L/ 4 / \ t y)�' %`,, _.,_ — _ _ i W X \ xlit 1 .\ '.� 100 t^Ay �/.') 2 1 �x}2{�2y`.i` _36 �'`y" _ ��''��--•{�- / /_. rix•/_ /;/ ' Vt ' ,y t , r d r ( ffi�> I X '— x 120 _- -v / — \ /' ~- \ ��-` a e� *L.! k `,....t t i "t..� '.,.J 7 \� 2 \ _ E 1 E.J A x 3' �. x 330\\ / \� •( 'i / r 1 1 ��— -4'+ ONS RI^y( OAKS 1 _—,—X23—� —x ��-5�9 r—_ __ — X32/11 1 \� /, _, `�00 xm CAB. (— "�. a —1 _ I C7\�i , \\ \ `\ `\�,u p -y f'�} x i 8 ,...1 ft < (— 3G � 4s' 4../ 4A. 33 � Y -it �. \ 1 J/ ` i' / `\ �'� \ \/ / ' / � 4 ', a „-®_®�..—_e® I 1 10 � X>�S \ x109 r �-..'-' ��. -� , .. -`"y.._� / / '• � 1 /r\\\ / \ E e4 — - — g __ _e — 22 T. tom' ytk- a R m® 0 1— '- - x 356 - X79 \.\ - \ ; ,\.,. x,86 -- / �\ tY _ - ' I _ y 1 I I \\ i e 108 x a,a 1 i - x 311 — --. 1 X7� X79 \ _ x131 / !-- x134 \ x' `-4-,.'� Y'73-. acres) N E T)- __ _ x310 x _ / /x338, — 1 x17 2\�\(�} - ° \ \ �\ —1---x3 1 X74) _---'— 1 / i — — — X?� — xis \ /' <" x 2433-2 / / EXISTING ZOIN —MF -1 1 ► x77 x139 `35 \— `X�4 i4_--_ _x/\ \ /' - \` ✓l I I X CD \V-.— _.5 , .-".,.- '\ x24 --_. x42 / /A fl _ X -v 1 / I\ \ \ x 309 - / ` / \ \ I g 0.. j 1: - �. �%' x 13P.r �y \ `61 Y 3` — ..___ g 35T \ ,' ' — 2/4.0 rt_1- 7 L T -- �� _ Ste\ -j'"' //'� /% i� x 137 \.0 — l i •x i\ -- __-_ X 241 \ / \ \r,\ 'i` \ r - 140 � i II -I- - -- .i- _ _ .,_.. --- 1 1 ''// X71 x ; \x eso ti \ M E N l , _.-.. _. 1 —� SRL R t1 \ �T— a —� x \ 1 \ \ 4= �\ EE .ti / x 36 \ ,� 1 _._' :''-- x7 _ '< 324 l '� / ' / LAT) i ) R.O.W.o . NO. CCS 41 x1 -- -----� 11, xlw- , 166 "T _ \ , x 142 x343 � - rC / 1 r "` -i , .�-, ? ''`� , ( �� \ x70 �..,-�, ' _-- �-- ,\ , 1®11606 x3os ~—"-- -_ ----� -' / --�- x - x Till sE _ - _ 19.010 :. , _ r-. 343.::' - - i \ x144 _.-- x 149 ,-...;; , `. �, i• ,. �- --.: , ,.. .. _.._ `.- / sc- _ -_- J _ x2 x3� / x 143 93 ' x2-4 ./ \ -'/.. \ / 7` -J /j ,. 1 ✓ ir%' x �< I. t I y 42 x 292 \ / / `-- p(,•,•,�'}{, }�� ,�.`��*'.y1 I _ .. --- __.- -- — .__ ,.._._.291 r \ .�- x-3*i6'.�-✓....- J r ,.G.• z - y - r x253 --- /V-� r x 1'T •-`' . J ''\ \ x i6V \ ., fF i s 3i - a \ / \ 1-1 / ✓ x 35 \\ ` , 1 ',�1 ��, , k ( \ x 2 «0z 289 2 ` M / % xlu3 v 5� �i i ! I a x287 l _ _ 349 ' x67 x145 \� i' 11 �t�P i< )�� f'1- _ x347 '"''�'".87.- - \ / 1 — — 4 'i h j f - — x 288~ x 360 - x3� \ 66 x• xi5� yx262 x?68 i / \ /\ �''�� `r_`�y \ \ _ i ' �. r- x 17& �' �, iCr'-� i�:I�' —. — -_ — - x 285 x / �a 68 i x 443-- x x 155/ \ — \j '— s s s — - \ 348 /_ i — 1 — ..._. v� 7`i a 1 �s`26-5 '"__` x 300 ``, x 295 — / x 3 •� .{243 /\\'°"! o 'x265 1 _ r r ' \ / A\ \\ x 177 x 36 / �g�yry {/y q�^y� p��y' @@@,,, g-�+ p��y 3t 4 \\ /5 x�4Si�-� �\ r, -Q\ xETx` X1761 x256 x25-��,� D xX97 x2S6 — /x ?_83 \ x361 \ / 1%/ ! `,\ 4Ja L� 4d1Ld4It \ _ 1 A4 i x 441.--- -- \ i \--� x i6G / \ \ ` _- .__ _. xQ i .x.299-•. / - / \ / .may/ „- �--1f°� % r x 442 / �. '\ -. ?58` %` •, ..._e-- \ x 362 / /68 / 1 X4� / x 438 / ' — --- - — — -" 5 f X 613..367 s / f i' x x 303 x 2 \X,72 , x 173 \x 174 269 x 281 82 / [q^yp (may) g�^y j�'�' "Xd x— __ x'°'¢ ., //� x 439 \/ \\`\ 1�4 ix 172 x 175 x 2Z ^ \ :,\ f ' i 372 / / / o /�/ \\ 7 / �, '.J a E o o `e®9 +...� V e 13 �{-�y j-�/ j p .� ____ x 434 `,, �� \ e \ I G_A-� ! \ �� ACI t- � � _ — � / O 7� � / � � fx � � {fl rr . X, SI 6D / / / / x370 \ �X-435. ' �- -�6 \ S MEI T AGREEMEIUT x436 262 _ _ / 47 x\ ice' 437 e ' - // -_ � (� — - - -icy r�3/Q •- _ _ _"" — _-`- — / SIGHT / ----553 — — -..._ _.._. — — V a -- -1--6-2 3 9 y - p x.1 , � 3 1x 2.79 / \ \ / \\, l/ f r� , \ x261, v. 267 \ / p{ i `1 r-" i .,1 -x275`, x _6 x278 / /\3TA \ t 1 i X\ x 433 r \ G \ - x c x 6 x 373 - / / \ �� \ rr� - x 432 , ' \1,- \ 7t -- — \ 274 \.,A A N Y 1 V E BY / - -- ° « /xl E. 1 � �-- — —_rte / \ x <,ll l E P `,A R -ATE —I r4S I-R-rJ �i1 � � T) _ \ x430 !.' ` x 3- y , ° / ✓ / x37 / / \ �-`'"" \.•� / x 429d14� r -- 'S" L i lJ . —.. -•,_ / �?\ a '- X \ / x48 \ / \. C Q d _ - - - \. \ �-' x 431 = ...-. �. �� \ `\ 5 V ---x 412 x 410 x 4 9 ,< _._..g — G-� 86 X x31'8 \ '/ \ ----552 -" ..� -.,. 1 1' \\ %, — — _� ' \\ y x x 384 x / "� /\ T _ D I N A G E vy s v - // 8/ -- r- �;v `'j��� / / x 423 ..... -BSc 4� r I 385 , 1 \��j : x 422 -.; ''l ,.. � 1 .; ' �.\ j;. � i i < ,� ---------° / r ,,,.� �- �' o SITE A I \ 1 1, / / '.- _ - - _ 4399 x 398//pp,�� r - \ _\\ �\� :. , x ao 1 1 X \. -� �2 � _ `�,� ti X ,, %�a off 3 i / 1.1 t,77 Ci� � li"`t OFGRAPEVINE '\ \ _ _.. _.._ — e --j -- '�--- / / '/ \� i �- .r ' x 4:9 x 417 X-4 Jf x 389 _- _..-. #^AE VOL.PROVED 1 39, (�� 1--Q-I - -, �, -- \` /- _ x \\ {€''�� — ��4{ 51 � Jw x421 _ \ 't r _ - xx4 ED EINE I _ — \ X X 423 _ \ \ x x 405 <• ,c396 -kJ3 ' �-�' Q /', �i / ,\ \ R i \\ \ q / xy�523 , J: / ,"h ' i ! x x16 \ J 408 �\\ x 404. x 402 X403 / ✓' /Y/d n i ' -/'r'' /'/ ;~ 1 ( 1 \ X57 "� / \\ i ` % i% S =x� 2D x 419 \ / \ x 407 i .392,,- x 391 / �' / — �- .. i / ' `_ ` . �% \242✓ i x.' _ x )� 1 / x x i t -�, i APPROVAL DOES NOT AUTHORIZE ' `--..� 4 2 _ r x 362 \_ 4 J \ \��., •,•y` X 44 448 r"" x.4"47. '' / /ii / \ �l �.ii J 1 \ .._. _ — / ` -, — - `\ ~ —' // ,� - 'C , / - - -� - — — -- ANY I CONFLICT IT / I Ij \ '//y'`Jy J(�, _ % "fit/ _ x474 �` `.. •/ "�,4--•'' -_` r.. 'f^" �' �•" �/ i / /.•%\' ` i%' 444 / ,/'..-® 1 >I ._-- ! x 46'4 \ } I � . 1 -,. '..• ` � � x 47-�..��'^"�'=Y -.� r 465 x 46 < '`. � .`":- � ( /� � , (�� /� -" ', ' \/ � /� \ / ii' i h I '`, 'a `'-`�•1;� x 470//� e ✓ \ ii. / ( \ �'ANY CODES OR ORDINANCES. ° \x 445 i ! ' �:;:.!!% / x383 \ .'� \ .�", \\ I --"' = I'- i ^ \\.� � ` "• ` ���.... jJJ/ e�ti`-. J 1`J \ q. j � \ f 'y \ ` ✓ � + < -��.\? /�x� � -' / ` rj \ ! �. I ' •\�y e , / J 653 x --- \ \ \ , \ \� . • �\ \ . , \ ll �, x 468 x 466 e \ �`'�-.x;,459 'J i''\'J 5 -----'" /i_ �\ - -� '' \ \ PLANNER .�., 454 Qj aq a...- x 469 �.,, x 467 , -. \ /x 455' I -T \ / O \ \1 / Q %' / �� � ._ -- ,,. 'cam' 1 \ � s �i \ NAD -NCNol SHEET: _ _ k N /�7g 008, 391, 35 10 --U-TL I IT --=-_ \ :7 \\ � � r \ I i '` , / / / �� � \ _ _ _ - 4 e �� �� j � \ \ DEPARTMENT DEV .O r� SERVICES E 2404,074.84 EASEMENT-\\ \---_ � x46Q \ ,/- 1 i ,� i � � � � ; , , -'-�'= / r �,/� f `- \ \ �r, `\ / \ BY THIS PLAT v /v f f uj >�+� e J, / \ �, I _EaTR 0 S ACES v 1/2 NT CL p D 6 rCASE # LOT 1, BLOCK 1 SOUTHERN BAPTIST CONVENTION ADDITION CAB. A, SLIDE 7907 IIS LET FL1 2"RCP 4��-z 10' WATER EAEEME�597 --- 77 —CABINET A , RAGE 790 AG M 17 10' UTILITY EASEMENT BY THIS PLAT) 170 N E B R I 01AB 0� I C) S 0 X 1 c5 to Z N INLET FL1 8 P$ RCP =570.70' 25' BUILDING SETBACK LINE- CABINET A, PAGE 790 INLET FL1 8"RCP CONCRETE PARKING AREA =572.12'~ TY 572.12- TY EASEMENT A, NAGE 790 � VIll ISV., .11 K0 9 W." V I U01 5 + (20,000/300) = 5+67 72 SPACES REQUIRED 78 SPI%,V IDED LP UL Z_ 9 Vft wmuwammw� _LOFL 18"RCPo �V�V 265.00' R. X DEED UN F_ —20—'B. 03 �%A VOL. 91 5, PG. 1881 0) . 15 '0' . 0 IED 24,5'R . . _._ I �e I I .... . .. ­ . .............. ......... if \ X ........ 1. .11 ...... ...... .................. ...... 11, 1> 4 ...... ........... ...... LI/ :D M '31 01 31 P -W -, DE 1 -z,5 P( ................ .4 7 7 CPI 0 25' BUILDING UJ 1 Q� _'-, I I SETBACK LINE. 5 Q 15 30 60 A 3F "Z_ IN FEET I inch = 30 GU A AIL 200 UTILIT Y 0 EA M E N T 7 (BY 8LAT) 0 R. 0. W. EED (5) FOL. 8510, G. 1606 19.010 ACRES 4'R 3'R 'R 8 60 6 20' X 20' CORNER LIP 00 ROW DEDICATIO CP1 00 S.F. (0.005 ACR S) SIGHT ISTANCE SIVIT, 3'R NCE 3' B ED W1 R . / \ .......... ... ......... ......... X R X X X da X 3 N 69 33R 25 R ZOO '09 UOR 10' UTILITY EASEMENT (BY THIS PLAT) STONE B IDGE 0 CAB. _t .RiT.C.T. SCOTT KRUE WIFE, LY KRUSE 'NO, 1214365528 .19,010 ACRES 10 RENASIONS DURING CONSTRUCTION SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CON FLICT WITH ANY CODES OR ORDINANCES. PLANNER DATE SHEET.- 9 OF DEPARTMENT OF DEVELOPMENT SERVICES Sch. 40 PVC Irrigation sleeves, Max 24" Below top of Pavement. Turn up and cap ends at finish grade, Existing Curb Proposed Face of Curb 18" wide full depth sawcut, remove & dispose of ex, pavement, curb & gutter 7" 3000 psi concrete pavement reinforced with #3 bars @ 18" O.C.B.W. on 6$9 subgrade compacted to 95% Std. Proctor Density at 0 to 4% above Optimum Moisture Content. 6" 3500 psi concrete pavement reinforced with #3 bars @ 18" O.C.B.W. on 6' lime stabilized subgrade compacted to ............ .......... ....... 95% Std. Proctor Density at 0 to 4% above Optimum Moisture Content. 5" 3000 psi concrete pavement other reinforced with #3 bars @ 18" O.C.B.W. FL7 on—site on 6" subgrade compacted to 95 Std. pavement Proctor Density at 0 to 4% above Optimum Moisture Content. 4" 3000 psi concrete sidewalk reinforced o. with #3 bars @ 24" O.C.B.W. Subgrade compacted to 95% std. Proctor Density at 0 to 4% above Optimum Moisture Content. 6" 3500 psi 5 2 sack concrete FPavement pavement reinforced with #4 bars @ i7nR. 70X 18" O.C.B.W. per Rowlett Standard Construction Details. Sawcut or tooted grooves 2" apart 11Er wide x 1/4" dip. Handicap accessible sign. Universal Handicapped signage per See detail this sh Texas Accessibility Standards. Face of Curb i ng Transition Provide signage per Texas Accessibility Curb Transition Standards where applicable. 4' White poll t Stripe—, 2-348 p' Ole die. Galvanized steel 080 GA.) 2' Site conc. or Finish 4�' White Grade . . ........ 4 Crov n Point Strip_ 45'—/ Con, base {2000 i'SQ Note. Provide point striping and graphics for handicap N.T.S. =In accordance with Texas he ability rds and/or city requirements. AAlM2W_E4NWG —LAYWT & BARM FREE RAMP N.T.S. NOTE: SEE TxDOT PED -02 DETAILS FOR ALL BARRIER FREE RAMPS IN STREET RIGHT OF WAY. 1 11 R.O.W. EED \ \\ \ \ °\ VOL, 8504, G. 366 A PAVING NOTES 1. All dimensions are to face of curb, unless otherwise noted. 2. All concrete placement shall be performed in accordance with the 7 j DRAINAGE EASEMENT 0 E 0 specifications prepared for this project (NCTCOG Specifications). VOL. 15028, G. 537 3. Contractor to provide firelane striping per City of Grapevine requirements. SANITARY Ste'; EASEMENT VOL, 15028, P\r" 5410 Provide handicap and access striping per Texas Accessibility Standards (TAS). 4. Contractor to verify building dimensions with Architectural plans. 0 5. Sawed control joints shall be 15 center maximum spacing. \ �° \ �/ \ 6. All curb radius are 2' unless otherwise noted. 7. All pavement in street right—of—way and easements shall conform to City of Grapevine Construction Details and Standard Drawings. 1J1111 WIN Wil llllimllimm PROJECT OF t Thi seal appearing on this Engineering DIMENSION CONTROL/PAVING PLAN NO. document was authorized Icy Melodie E. Geisler, P.E. Jones& Boyd, Inc. 0 Surveying 0 Planning ...... .......... 86485. Alteration of a PSC001 MELODIE E . GEISLER sealed document without 17090 Dallas Parkway, Suite 200 is Landscape ............... ...... :... I proper notification to the Dallas, Texas 75248 86485 responsible engineer is an 972.248.7676 office OFFICES AT GRAPEVINE 360 offense under the Texas 97Z.2,48.1414 fax 0 Construction . ..... Engineering Practice Act. wwwjones-boyd,com mamg0ment My of Grapevine, Tarrant County , Texap. 4 of 19 REVISIONS DURING PLAN REVIEW BY DATE *= 7/3.11 � \ �3'= 175,11 �; � \ ss •a4 \ N, \\ 'N T A�8 5 574,79 C 563.74 TC r-- 576.25 5 5 "N 575,36 574,35 1 TC TC TC N\1 F ,) Ex. '12- wcter - - AQP T 575,38 1 N "N - --- - - - - - - - - A 5 1 V__ X1 'N X 9 12 -AtL-0W-2'-@-2-7,E_RdMPt� M, X2 _F Of Z:P-)kR KIN G_-B_fJ X3 71- 572 (51 X4 X5 F 0 K6 8,7 5562.18 X9 T 01 X202 TG:eft, 6 5.6 C 2 Ta x 6= .4 (5\ Lo B 5% to "N, 0 X 21 2.�. 9 "N \ \ FG X X 10 X92 568TC ,20 X195 0), 1 NN 'N X17 x209 X 21 568,52 -5 7.6 567, 5 X 572,6 5 TP ia-�-;zja TC NN --i. FG 'f6 a - 93 E3C==x565.99 6 TIW=571.8 \6\ \ �\ C 2 T b. -1 566,40 BW=568.47 NNN -IN- ALLOW-f- @ t% IRO BC -5 TP \ " - "N :...!...'>, ... \ ....... ......... ............. ...... ............... ........ H_ 1\ 1; N, TP FOR PARkING BU FE_ _ 56-E. 18 66A0 7 6 8.25 X 219 73 X 3czkz 71,47 X a 571.18 653 98FG -560-- I r C 28 TW=P70-66 x326\ 1 - XfA5+ Xi4 56E. X X -t W= 22 TC X229 3 560,20 F 6 121 X NNC=5 .62 5. x 230 X 1 566 TP 192 224 BC 570,0 5 FG X1 X 22 L24 X 2-6 ai922 "I -X �Ix a X,, -7 x117Xj X 18�_ X 240 2TW�=569.46� x' x333 X21 70 56 43 565,53 Bw=�66,29'\ x 329 I TC 4 T P FW=;568.34 56 X X I to 565,25 x10 x241 X2 W=568.Z4- x -b r -559- X TP TC X 232 33t X, X03 'A_ TC _ 565A �,7 9- 56 3 -�233 225 X 33XR no X 23 X lea X233 X 4�q6 5 x 23 4 _X-_13-- X X29 X24 TP - J- x356 r --r \ % __ 1 8 79 k-ro x186 T X 131 X x10 X187 x317 x75 x78 X 95 X ��Io T --=56x5,8 �y,­' X 3 x 741 4 T Ij X18 V / TP - X 4 1 X 2 44312 BB=565,8-S 0i I I0 x77 X x139 U-1 04.3 - - x72 36,3® TP x 242 __X 30.s- P U 67 56C�5 6 FG 565,16 T C x?46 3 X 106 T13=56 T_ T65,83 565,85 X 137 _X L05 TC TC x' -F-F----%�6 6. 5 0 X71 X245 TP 3R DE BEAM TC x36 5 24 Os TC X3 X 141 X16 I E HEI T (3.0' MAX) �x 168 564.6 TB= -56-5.83 X 142 TC 565,02 6 343 64.9 xW TP '50 IT, 561_�' 56& 4� 3 1313-665,83ash - 04 X TP -345 353 X 1�44 x 119 T GA '14 X 143 X 147 x352 C X 293 b63.57 566,40 X X 254 TC�jw 56 X 292 555.79 5 7 T13=565.83 DC 56 X I X 1 4 5 TC N r- f:, TP P' -_ -_ - _' 562-.8 TS-;E�6,5,83 G 7. X 145 X as X 162 X 168 6Z8-3 X15 B -B = & 66,03 Iso J TB-5��a�83 443 X 155 '2fs FG 1"N 56, X3 0 298 YU =56.2.83TZ x 3' 5-7-_x 159 Cn x 177 Jr ?E' 5 P �n'81 ' X T X 169 5r- X 296 X 04 � 4 x 176 it- B B 5 6�5�3 X, 97 X.A 4 A-_ 62,38 X 442 K 362 42 X 438 E X 26 X 439 P x 174 x 303 Tp,��_566!�3 72 I x6 x4 -f�B=565,83� 7 X _XZ 135 5 435 5 - 270 0 X 436- 5 4 262 �47 562.38 37 1\1 261 --- __ -- -_ - X X X 267 k2- - Tfi,F565,83- 276 x278 x433 563.6 X 76 52.61/1 -48, f:,g- - 2- 3 .51 X 432 63,58 274 X 554,69 _T X 411 T P X 430 6 .4 oc.'D��d r13 66 x3m 1141) - C x 431 X 109 TP x3w - X 41 X TP "N 4224224'15 - FG 422 400 X7" 4e8 - ._-_5 2,83 7 - Aw NN X!m TC Tf- X 419 X 417 "N E 21 b 562,26 3A TC x5e "83X 421 X X 04 TB 5 9 x 416 x 402 x57 41 BB= 6 4/ 56.46 X X X A __1 - - NN 072 - X 62,33 .21 C x474 560,98 1444 X4 N, X A > F \ X 'N" 5529 TC "N /V69 X466 I S1 v4 TC X 45� A 4b4 T k 5� 27 I , ___1 'N - Al 0 w / / v w v LP 1 066 0 1-1 5,16 X LC) Lo 56 9 � I �0 I ---------- C 'N E 56.8 "N j 00 .00 1 �-rig 7,W) 58,6i C "N 5571i C T 545 55737 TCi �15. 7 X555SW "� - A FF�\ 7 ehe seal appearing on this document was authorized by Melodie E. Geisler, P.E. dentis i& Boyd, Inc. ............ 86485. Alteration of a MELODIE E. GEISLER sealed document without 17090 Dallas Pa.rkvvay, Suite 200 Datlas, Texas 75248 86485 proper notification to the /CEN5responsible engineer is an 972.248.7676 office 0,) ......... offense under the Texas 972.248.1414 fax AL Engineering Practice Act. WVVW.jones-beyd.com N 0. REVISIONS DURING PLAN REVIEW 8- DATE NO. REVISIONS DURING CONSTRUCTION BY 1: 0 10 20 40 IN FEET I bach Contractor to field verify all existing underground utilities & report any di conflicts to Engineer prior to any installation. LEGEND X Existing Barb -Wire Fence ___693 - - - Existing Contour Interval 0 Proprosed Sanitary Sewer MH -6- Existing Fire Hydront X 689.64- BC Ex. Spot Elevation 689.90 X Prop. Top of Curb TC Spot Elevation X 686.49 FG Prop, Finish Grade X 689.00 Prop. Top of Pavement TP Spot Elevation HEADWALLS, STORM SEWER MANHOLES, Prop. Top of Pavement ANY CODES OR ORDINANCES. Contour Interval 0 Prop. Subgrade 678- Contour Interval (Landscape Berm) 0 Proposed Irrigation Water Meter 4- Proposed PLANNER Fire Hydrant =3 Proposed Curb Inlet 1 All accessible routes and ramps'shall:cQ'o'-'.fbrm to Accessible Route to R.Q. the Texas Accessibility Standards (T.A.S.) and City 0 0 Proposed flow direction arrow Standards. Proposed Grade Beam mmm mm Proposed Heightened Curb nummummawn Proposed Engineer Retaining Wall * 4112 Ex. Tree to be Removed * 356 Ex. Tree to Remain 0 10 20 40 IN FEET I bach Contractor to field verify all existing underground utilities & report any di conflicts to Engineer prior to any installation. �0 SITE PLAN GENERAL NOTES: 0 CITY OF GRAPEVINE 1 REMOVE ALL EXISTING ON-SITE BARB -WIRE 1-1 APPROVED FENCE PRIOR TO SITE EXCAVATION & 0) DISPOSE PER OWNER'S DIRECTION. 6 E APPROVAL DOES NOT AUTHORIZE 2. ALL EXISTING PAVEMENT, STORM SER PIPE SEER ANY VK IN CONFLICT WITH HEADWALLS, STORM SEWER MANHOLES, ANY CODES OR ORDINANCES. MISCELLANEOUS MATERIALS, ETC. TO BE REMOVED & PROPERLY DISPOSEDI.,-O.F, 0 PRIOR TO SITE EXCAVATION. 4-j E ACCESSIBILITY GENERAL NOTES: PLANNER M 1 All accessible routes and ramps'shall:cQ'o'-'.fbrm to the Texas Accessibility Standards (T.A.S.) and City 0 0 DATE Standards. V1 2. Public accessible routes shall not have a running 39: SHEET,- or 19 slope greater than 1:20 and cross slope greater than 1: 50. 0 DEPARTMENT OF DEVELOPMENT SERVICES 3, Ramps shall not have a running slope gre.ater than 0 1:12 and a cross slope greater than 1:50, 4. Handrails will be required if ramp is longer than 72 inches with a maximum running slope of 1612. 11-1 CASE # o 0 Engineering PROJECT GRADING PLAN NO. ups a Surveying cn a Planning PSC001 0 LP 0 Landscape Architecture v ConstrQction OFFICES Al GRAPEVINE 360 1 5 6 Managamen't City of Grapevine, Tarrant uounty, 1 TexaS 5 of 19 . . ............. 20' UTILITYNSE1\AE-N_T_ CABINET A, GE 790 56S—___ W -------------- Prop. Storm Sewer By Others DRAINAGBASEMENT J -.— AGR EE M E_N_T_L:5? VOL. 16188,--P-G 3031c' VOL. 16 39, PG. 3101' M_ 10' _L -TI EASEMENTIE (BY THIS R-L�-t�__ S :ONE BRIG GE OAKS, AB, —_ PG_ a- . . P R T -.T. EXISTING ZONING: R—MF-1 SCOTT KRUSE AND �� fi WIFE, KIMBERLY KRUSE DOC, NO, D204365528 19.010 ACRES 71 -\ v \� X" PLANNER 7 - q. ft. DATE 9 6, acres) N —�O.QO5 AC)RO' 2 sq.ft� _j 56 SHEET. OF 9 15' DRA_NAG_DEPARTMENT OF DEVELOPMENT SERVICES -6 -"(9`Y '" PLA A 01 R'\ — — — — — — -- 1 26 WT4LFPY-5-t�-7— — 3- 1 y //�EA MENT -0 LAT) R.O.W. DEE[ 01 565 EXISTI, Z -ON �N- G: H Y /_[_H� oil -es NILIGL "PCD - -- --- PRtp -A- 5 555- -8--49- Z_ A Ilk bu The seal appearing o " document was authorized by Melodie E, Geisler, P.E. Jones& Boyd, Inc. 86485. Alteration of a i' R17090 Dallas Parkway, Suite 200 5 sealed document without Da I I as, Texas 7 5248 proper notification to the responsible engineer is an 972,248,7676 office 972.248,1414 fax offense under the Texas Engineering Practice Act. Mi REVISIONS DURING CONSTRUCT1ON REVISIONS DURING PLAN REVIEW RATIONAL METHOD: Q=CIA (Based on a 10 in, and 100 yr. Storm Event) Q= Flow rate in c.f.s. , C= Run-off coefficient based on total anticipated development I= Rainfall Intensity (in/hr) A= Area in acres 0) 6 E a) 0 ES Landscape Architecture OFFICES" AT GRArr`E"V1P'4E 360 Congructian managerriam T'll ETFC t�. e.r- C:: s- 1 s ff fi Zf --.`` (- S 0 H AYS I wxE y c:�iP w-. 7 L I.ux, it CX E T 0. t i (i Q ISf G EOEF 4 N'19t,9'XRI �� fR LEANtI _f tt¢l sW-CfE i } �e.ao s�`a^l c ( t l.: ..1 = r I r:71 G 1 ! � j6 L arcr �� r ' '. ,., OR 2.") c'e r rz '- nAt_fCg i I T- t aE'L+ro4cnv Ipa N SA,fc r' $ I r(',lii' "A'S, C[N E( j i t !'<V4fSEI I 1( v � ' 16- T[L++1557ION ;iTY) \ I - E /2 UJ _� suv �/ X , - KQ_SSED llds_ET_7FROnT._ n G rrEa Ts a I cCn --1 '•'- r _ ,+ ._ _.± I FrCS.SF 11QN, C_N tFP FlcA6E v� .- rat oAr L.All vs Of NA 1 t0 e2 .'vtN%. A> N la Ii0-I sle 1:01. f1„InlON LEt A.+u �:,owcv°.u_ ��-, r:. xT.ar rte aaa sw,u D a..t., : '� fp .r, :t2 fP.,^l GR.1 .Jf vE -OC Zttb 1! , t 4 �F�f.. Se+AtG fit PV.IED NL fi nR C 5 f S'll, BE CRADE GO PASS A� Hi.Yr519CXivG CU:'ta It, f 4 )a ! G0.4CREtc'A 1 � LJ t .JL A f0 V 5 F .I f 3CCC PSI YK ( F J CF A',--'&0 LWgVA4 LG A C: ER aF I. TC ",+L Cfl"Ea5 "i E f34+ . N c ­1MIV r ,c n- cc cxsn\L w=o n ra oowNnaE.0 srN,a ac {,A.CT 2ftON . _.-1_ MANHOLE FRAMC & &_QyQ1R. ,..r_.,,....., GS603Ba 6°300 fP60:OC IT 4l' a F1�tEC R. ,1 +4I_..g. Nra,. t un) r, I r< 2,<ns { I --- l,� f' �i •t i On h.. {, :yAT AUCS'.G'rGrv'Lx,J",'J1t�l `a0 F. ,sH .�JtufGur n.5sc r G•'f5 f'aSS (G ulf j a. `'� -. 55 P 45 T k G C G fi vM.} i:'J_ F _ N b ! ,. 1 A� 0. a,, V. / rCr+STIT CT mrrcw: rc vrowv ._I rids nAr ,I,n.. V.a, rbi: 'xu x NT At C6tATx5 �'t-rtJ1.1 �.. �r I -1-'I ,v L: _ SCC' ON `. _A -k,. I Pint 1 i, -� ifs- vsE ?H+E:.+sT w GaL-C � A, a d f + k5 I A Y r f 1 I2 Ir17I/�' \'rteil I I XI) iNI.F7 T j W v VI^.-- SJ F E y _! i i eepf �r (,..i []...(h,iOP..__.f4 STORM r EWGi L h. R2 A. A [ +xJR<.A+t't. : u GD'GP?ll Mt nF R C i £ s . 9^ ANU f,YP.:K:O(+ iJ.('lCES Afs11 Yn,Y. A COSI •' ".-' .�..{ �. t`l'-� 7--' 1.( etll -�!t(. h5 :S'sG20A, r tp ttic U [ t pG !- O.SU t,. 41Cn. .. -0;z I A\ 4I-;`!� l' b w u+_cFulu .,:nrult r. -0-111 BE" E7 .. t r .1 IG LCI. G '- ! - Cr +d.: i t C_.) \ LOT 1, BLOCK 1 >\\ SOUTHERN BATI Tei ONVENTIOi' \ SEMEN ADDITION CAB, A, � I 207 UTILITY LIFE0 25' BUILDING SETBACK LINE \ GE 790 CABINET A, CABINET A, PAGE 790 �\ Ln / Rcp \ \Ek C.I. X I ' Ten FL -5 .70 RAINAGE EASEMENT EX 1W C.I.\ 10' WATER EA MENT AGREEMENT/�, 7 \ \` CABINET A, PAG c 790 \�OL. 16188, PG. 303 2.12 12" P.V.C. I Ex. 1N" :C �Co ` \ \ _ _ 0 15 30 so Prop Storm Sewer B Others I 126.7 00' - - - - - - - - \ .�. ! i I __ -1 i 2a' B. �� "SOL. O. 1 575.97I 57.E UN I r: f ' I \ 1 = 50 DRAINAGE EA EMENT SPP, AGR AMEN r l \ \ VOL. 16188, P 3a31C� IT" CONCRETE VOL, 1639, PG. 3` 01 ( 7aFL-570.50 �`\\ H \ \ j i X570. \ ', .......... .......... ........ .............. raae.•e s•s • •es. er ,• .r•ev n �e T'.a• 1 10' U JT Y� cn \ I � E A ` iv/f E Pv! T 1 { d � V � 4 I i (BY TI- -'IIS PL {-- i L7J I 1 � � 4 \ I Ci r! I w (\ \ 2t BU TAILS ILDING \ 01 I j � _._._ STONE I OAKS ; I I �- II; I I `�L ;/ 1 \ \ SETBACK LINE. PO. i II I i0 1 Ps f N'J 1 ��"(} 4 a BT • . Tn I I I I I 15 DRAIN SMT. I 71'I (BY THIS PLA 0\ C� L � f 'fir \ AI \ � 3" S 0T�T�H i -1SE AND j z �° '1 ` 20 UTILITY \ s. EA •� i i ` �\ \\\ ` \ \ \ (BY S LAT) R.O.'. EED IOC. NO. D20 3 552 \ VOL. 8510, O. 1606 1'x.010 AOGEND ` \ I EXISTING SANITARY SEWER MANHOLE PROPOSED WATER MAIN ' /VAL4 - \ 0 EXISTING FIRE HYDRANT - - - PROPOSED SANITARY SEWER LINE � c� j \ 1 I \ / / \\ ` \\ \� \� 20' X 20} CORNER LIP CL ROW DEDICATIO \ \, i9 � I 0 EXISTING STORM SEWER MAN HOLE wM PROPOSED WATER METER IN VAULT � 1 °� i 1 \ - { iQ 1 i . -/ \ \\\� \ 00 S.F. (0.00 ACR S) SIGHT \-13 aEXISTiNG STORM SEWER PROPOSED FIRE HYDRANT � I I \ / \ \ DISTANCE LAN HOLE TO BE REMOVED/ PROPOSED STORM SEWER INLET EXISTING STORM SEWER INLET °- ��\,, FRC��SEi_T�R�, �� _- IiELATEL DWAGE EASEMT _.. +LEXISTING STORM 5E NE _ .. A CR L ,-M-I. � PROPOSED SEWER ROOFDRAIN VOL. 1�6188, PG. 30 PROPOSED DIRECTION OF FLOW VOL. 16\2,39, PG,i 3`10 I SITE PLAN CITE` OF GRAP VIi` E w/ RATIONAL METHOD: 6 c a s g APE k / = I (Based on a 10 min. and 100 yr. Storm vent) ,,�` p'`':- .. r,,�•=; �6 � �� � s �� p � \ \ Flow rate in c.f.. IV C.I. OTHMS lop �pn®o coefficient a on totalanticipated development APPROVAL 2000 0 \\ \FL ,0 ANY I CONFLICT WITH I= Rainfall Intensity (in/hr) \ _ = Area in acres ANY CODES OR ORDINANCES.EASEMENT �' \ a \ \ \ (BY THIS PLAT} e \ . 1C.I. Y \ INLE'" CALCULATIONSPLANNER 67 By th' - / / \' / \ \ i A l 1 UNE A A LAT Al ii \ \ o Drainage Area Idler Capacity A 1 T Al L ,1 1 \ . � \\ \\ m SATE T \ VOL, 0 Inlet Runoff Time of Intensity Length On Grade Reduction Inlet Qpass Wpass Adjusted Inlet 1 , \ ,: Downstream 055 to Q1ii0 Area N4, ''� 1s t \ � No. Area Coeff Conc. 140 yr Q190 Li" Inlet Type or Sump factor Capacity Downstr _._ Byp STONE ICC�OE � 1 (cfs} (cfsj (cfs) (ac.} C„ (min) t';in/hr} (cfs} Ift} ° 975 137 A SHE T: Curb Inlet Sum 901e 19.1 \ \ OF 4.80 10.00 8.88 9.75 8 p A 1.37 E DEPARTMENT OF DEVELOPMENTSERVICES I FSE - P9R:.T.C.T. PIPE CALCULATIONSIE DRAINAGE E SEMENT \ \ _ SCOTT KRUS' __1 t VOL. 15028 G. 537 \\ 01 SLOPE TIMEAT HYDRAULIC STORM VELOCITY ACTUAL PIPE TIMEAT I IFS LY KRU \\i. � \ ` SANITARY SEWER EA EMENT \\ \\ 0 AREA RUNOFF UPSTREAM STORM INTENSITY RUNOFF GRADIENT SEWER VELOCITY HEAD HEADLOSS RPESLOPE CAPACITY SLE IrdLET FLC7Vv' ONSTREAM' HG _ - O. 1 20436552 � \ � � � fix} VOL. 15028, P 540 \ \� ' CAP i 11 o; 1 6 REAM DNBTREAM AREA "A" COEF. INGRHvI. ACCUM, STATION FREQUENCY IT "all "S' SIZE "V V 2/2G" ° Q CHANGE & BEND TIME STATION � ? , 19.010 ,CRE i� 7 � �t i \ \ E UPSTREAM I I TANGS NO. (ACRES) "C, "CA" "CA" (MIN} (YEARS) (INIHR) {CFS) (FT/FT) (IN) {BPS) (� "L" X S (/o) (CFS) Kj LOSSES LOSS (MIN) (Mltt!) i \ \\ STATION STATION DS { `( St ( M _ ° 1.50 0.41 558.32 i ar / LINEA EX. 24" R.C.P. 1.52 fl.$0 1.22 1.22 10:Oa 100 8.88 13.24 0.34% 24 4.21 0.28 0.11 30.Oa% 160.63 I 0.13 10.13 557;5'i , �y / / ' � 457.98 425.44 32.54 - 1 t / �/�� i 557 �i0 \ & � �� a.5a o.14 - / �- e� v) 425.44 128.1$ 297.26 GRA DE BREAK 0A0 0.00 0.00 1.22 10.13 100 8.83 13.16 0.34% 24 4.19 0.27 1.00 2.95% 50.37 1.13 "f i1 5c ;F /j �.. ' jQ�� a.54 0.29 5 36 \ t } f Q \ �6 5ti5 �� 1.37 0.80 1.10 2.31 11.31 100 8.32 19.26 0.72% 24 6.13 0.58 0.13 2.95% 5a.37 0.05 ( �� ��' �/ \V V) 128.18 109.58 18.50 LATAl ` ry 555.';8 1 f 1 i � � / / �� r \ ✓"\ � LAT Al 112.28 100 12.28 A, O D 1.37 0.80 1.10 1.10 113.00 100 8.88 9.75 0.86°fo 18 5.52 0.47 0.11 1.50 0.71 I 557 ?8 34.41°I° 79.80 O.a4 10, JJ�Gf X556 36 REASIONS DURING CONSTRU00N REV00NS DURINGPLAN .. ------------------------------------------------------ ACCESS & FIRE LANE EASEMENT AGREEMENT ___--_�\� VOL. 16172, PG. 98 d 25' BL LOT 1, BLOCK 1 CABINET A, PAGE 790 SOUTHERN BAP-nSTjCONVENTION -00 ADD11ION CAB. A, LIDS 7907 25' BUILDING SETBACK LINE a_ X CABINET A, PAGE 790 LJ 10' WATER EASEMENT 20' UTILITY EASEMENT X CABINET A. PAGE 790 CABINET A, PAGE 790 6AINAGE EASEMENT 10' WATER MENT AGREEMENT CABINET A, PAG 790 VOL. 16188, PG, 303 12 V C. Ex. 1 " RCP INSTA 24 RCP 1-6" 0' HORIZ BEND Ex. 4 AMES SERIES SS RISER 1—FLUSH VALVE WITHIN 5' Prop. �jLgLfn_S (Ee_CQ Y_ Q I -he r s 0 OF RISER —BACKFLOW PREVENTER zu, BUILDING 2 DRAINAGE EAEMEN AGREEMENT'_ VOL. 16188, P-2. 30310 VOL. 16239, G. 3101' M LL 2" IRRIGATION D ^10, gTI LI TylM v)--- _J 2' DOMEs-nc EA� iENTIE (BY TI* PLJP I UJ IV) PLUG 6" SS 5 FROM BUILDING ENVELOPE 25' BUILDING Ld Offl- SETBACK Lill STONE DRI GE OAKS FL 562.80 ao t-4 A rl M I REMOVE 8" PLUG & 4 L.F. 8" PVC 07' it CUNN1U EA 1LA 0 P.R.T.P.T. INS -. 0, SANITARY SEWER T L 15' DRAINAG MT. FL 562 INSTALL DBL. C.O. (By THIS _)LA A FL -551.75 �_ 0 PROP. 8" SSS0Q_RH9WSE AND WIFE, " B -KRUSE- DOC, NO. D204365528 14 LF 6' 2 0, SS -0 R.O.W. DEED VOL. 8510, PG. 1606 r 64 LF 6" PVC STA. 2+d 2.39 'S'S W I *. Z_ 7* INSTALL: STA. 2+ 53.84 1-12" VALVE INSTALL. 0 CIL 1-127 X 8" TEE —6* VALVE R PROVIDE 10 LF. W� 01 F�H S.S. TO THE S.W. & FDC SIGHT INSTALL DISTANCE 6 �D 1 —r VALVE ESMT. \X 1-87 PLUG Q) D IMAGE EASEM T1,_-_ AGREEME I o VOL. 6188, PG. 30 icn n VOL. 1 39, PG. 10 Q IV69,5 10' UTILITY EASEMENT (BY THIS PLAT) Gee STA. 2+64.17 INSTALL 1-12' x 11.25* 10 5.s7wT Bend V, ell O�, 0 0 P ' mo P.s rrn Sewer y Ot -- — — — — — — — — — — . . . . . . . . . . DRAINAGE E SEMENT VOL. 11'502A�G 537 SANITARY SEWER EA�'EMENT VOL. 15028, PG. 540 w NO. REVISIONS DURING CONSTRUCTION REVISIONS DURING PLAN REVIEW STA. 3+ 00 EN112* WATER INSTALL: 1-12' VALVE 1-12" PLUG R.O.W. DEED i+! PG. 366 MELODIE E. GEISLE WATER LINE "A" Jones& Boyd, Inc. 17090 Dallas, Parkway, Suite 200 Dallas, Texas 75248 972.2 48.7 67 6 off i.ce 972.248.14-14 fax 3 IT1111111 =1 .�M#31 WATER METER SCHEDULE SITE PLAN CITY OF GRAPEVINE APPROVED F At V PA WTAI 12 a M01111, 11110a L PLANNER DATE SHEET, OF DEPARTMENT OF DEVELOPMENT SERVICES _8" W EXISTING WATER UNE — GAS EXISTING GAS MAIN EX 8" S.S. EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE 0) 4, AS EXISTING FIRE HYDRANT W E EXISTING WATER VALVE the location of all existing utilities EXISTING SANITARY SEWER MH PROPOSED FLUSH VALVE PROPOSED FIRE HYDRANT M PROPOSED DOMESTIC METER 0 PROPOSED IRRIGA11ON METER 0 NOTES: E 1. Water line to be C900 DR -18 PVC. 2. Sewer line to be SDR -35 PVC. 3. No water jetting is allowed for water or sanitary sewer construction. to 4. Water line to be laid with minimum 48" of cover. cri 5. All utility trench backfill and bedding material to MWii comply with City of Grapevine Development Standards. 6. All utility' construction as per Grapevine Construction Details and Standard Drawings. -0, �� log i A mom:ii�" .,,., 'ilii iii 0M MM NEW Jones& Boyd, Inc. 17090 Dallas, Parkway, Suite 200 Dallas, Texas 75248 972.2 48.7 67 6 off i.ce 972.248.14-14 fax 3 IT1111111 =1 .�M#31 WATER METER SCHEDULE SITE PLAN CITY OF GRAPEVINE APPROVED F At V PA WTAI 12 a M01111, 11110a L PLANNER DATE SHEET, OF DEPARTMENT OF DEVELOPMENT SERVICES _8" W EXISTING WATER UNE — GAS EXISTING GAS MAIN EX 8" S.S. EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE 0) 4, AS EXISTING FIRE HYDRANT W E EXISTING WATER VALVE the location of all existing utilities EXISTING SANITARY SEWER MH PROPOSED FLUSH VALVE PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED DOMESTIC METER 0 PROPOSED IRRIGA11ON METER F"; PROPOSED SANITARY SEWER MH `M, LO FDC PROPOSED FIRE DEPARTMENT CONNEC11ON 6 16 co CD 0 ty of Grapieville, Tarrant G%Oulnty, Tex as CAUTION: Existing underground 0) utilities. Contractor to field verify W E the location of all existing utilities 1- prior to excavation. V) 0 NOTES: E 1. Water line to be C900 DR -18 PVC. 2. Sewer line to be SDR -35 PVC. 3. No water jetting is allowed for water or sanitary sewer construction. to 4. Water line to be laid with minimum 48" of cover. cri 5. All utility trench backfill and bedding material to comply with City of Grapevine Development Standards. 6. All utility' construction as per Grapevine Construction Details and Standard Drawings. A E%E7 It ty of Grapieville, Tarrant G%Oulnty, Tex as F,/. 18" RCP -E C 7x-. -T 27 water 2-4- I(TYPICAL. j� REVISIONS DURING CONSTRUCTION D F E �16::) '3 5 PG. 188T 7 ..... . . . . . —560- 11 T VrfJnCr I -558- R. C V ni .6-8r 20' X --- Rd- \�2 0 0 S. SITE PLAN 010 00 V- I tut 2 Planning 17090 Dallas Parkway, Suite 200 cn Dallas, Texas 75248 is Landscape 972.248.7676 office Architac&Ure EXISTING SANITARY SEWER MANHOLE construc-tion PROPOSED FIRE HYDRANT managemeff EXIS7ING, FIRE HYDRANT O PROPOSED STORM SEWER INLET — E)IST TNG STORM SEWER INLET PROPOSED SILT FENCE 0 EMSTING STORM SEWER LINE LATERAL PROPOSED CURB INLET PROTEC-nON- Existing Contour Elevations doh, AON .0 A A Ully of Gyrar',evine, Tarrant Uounty, Texas q 2 Planning 17090 Dallas Parkway, Suite 200 Dallas, Texas 75248 is Landscape 972.248.7676 office Architac&Ure 972-248.1414 fax construc-tion www.jones-boyd,com managemeff Ully of Gyrar',evine, Tarrant Uounty, Texas q LAND50APE TABULATION5 WORM LANVSC,APF- coNTRACTOR SHALL VERIFY' ALL PLANT 01JANTITIES Ex. 18" RCP PLANNER DATE S T. OF DEPARTMENT OF DEVELOPMENT SERVICES WALL B OF -564— MICHAEL W. RAMSEY 1901 Ole, 3 RADE BEAM J\ T (2.5' MAX) \----556— I 0 CD Ld 0 0(0 L.LJ <V) US L'J CO < T-6' HtJ4&" spread, F" of W.1-5 MIK W. grov4n, tree formed, full, biushg sper,irmen. ■ 5aollon, 16'14t./14" spread fulr to ground Ingg ion Ith 12 stakes, sreen In color LANVSC,APF- coNTRACTOR SHALL VERIFY' ALL PLANT 01JANTITIES Ex. 18" RCP PLANNER DATE S T. OF DEPARTMENT OF DEVELOPMENT SERVICES WALL B OF -564— MICHAEL W. RAMSEY 1901 Ole, 3 RADE BEAM J\ T (2.5' MAX) \----556— I 0 CD Ld 0 0(0 L.LJ <V) US L'J CO < YqATERIN65 RING, P54001 rill LANDWAPIN& PART I - „ AL 1.1 Provide all labor, materials and equipment for complete installation of landscaping, as Indicated on the drawings and specified herein. .2 IPI t A. Irrigation System B. Lawns L5 QUALI7Y AaOUFLANOZ A. Provide plant materials in compliance with applicable State and f=ederal haws relating to inspection for diseases and insect infestation at growing site, B, Observation at growing site does not preclude right of rewjection at job site. Plants damaged In transit or at jab site may be rejected. 1.4 REPWREW.W STANDARMs A. American Standard for Nursery Stock, approved Iq5& by American National Standards institute, Inc, - Plant materials. B. Elortus Third, iq-1 - Cornell University - Plant nomenclature. C. ASTM - American Standard Testing Material - Sharp sand. 13 PRODWT VELIVEW, STORA6E ANP HANPLIN&3 A. Delivery-. I. Deliver packaged materials in sealed containers showing welght, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. 2. Do not deliver more plant materials than can be planted In one day unless adequate storage and watering facilities are available on job site. Storage of materials and equipment at the job site kill be at the risk of the landscape contractor. The owner will not be held responsible for theft or damage. 5. If balled plants cannot be planted within 24 hours after delivery to site, protect root balls by heeling in with saw dust or other approved material. 4. Protect during delivery to prevent damage to root ball or desiccation of leaves, Ih JOB 0014171TIONS, A. Planting Restrictions: Perform actual planting only when weother and Boll conditions are suitable in accordance with locally accepted practice. In no way shall any trees, plants, ground cover or seasonal color obstruct drainage or block a 2% minimum positive slope away from buildings. B. Utilities= 1, Determine locations of underground utilities and perform work in a manner which will avoid possible damage. Eland excavate, if required, to minimize possibility of damage to underground utllltles, 2. Coordinate work with irrigation contractor to prevent damage to underground sprinkler system. I.`T AARP.ANTYs A. warranty for plants and trees shall be for one year after final acceptance. Reploce dead materials and materials not In vigorous, thriving condition as soon as weather permits and on notification by owners Rep. Replace plants, Including trees, which in opinion of Landscape Architect have partially died thereby damaging shape, size, or symmetry. B. Replace plants and trees with some, kind and size as originally planted, at no cost to the oNner. Provide one-year warranty on replacement plants. These should be replaced at start of next planting or digging season. in such cases, remove dead trees immediately. Protect Irrigation system and other piping condult or other work during replacement. Repair any damage immediately, C warrant excludes re locement of )ants after Final acceptance because of Injury NO IIS I 11I � �€ �{f€I, y � Ie I � € ! by storm, drought, drowning, hall, freeze, insects or diseases. REFER TO 5PECIFICATION5 V. At the and of the warranty perlod, staking and guying materials if requlred shall be removed from the site. TREE I L IZ MAINTENANCEs , s � f. c N. A. water: b^llll tie avaliable on site. Prove ne..eara nose„ .end _ �h�;r wea..ering 5 L : N.T.S. equipment req�v red to complete work mowing, weeding, spraying, ol*onling and replacing as necessary to keep landscape in a vigorous, healthy condition and rake bed areas ds require6: Following Final acceptance, of plant material will become the KAtTERIN& RIi r5 TAMfIER 501L MIX IOP, TO SETTLEMENT s SITE PLAN Corner's responsibility. The Contractor shall provide oNner with a recommended maintenance program. CTS 2.I PLANTSi A. auantitles: Tete draNings and specifications are complementary: anything called for on one and not the other Is as binding as if shown and coiled For on both. The plant schedule Is on old to bidders only. Confirm all otuantitles on plan. B. Plants shall be equal to well formed No. I grade of better, symmetrical, heavily branched ralth an even branch distribution, densely foliated and/or budded, and a strong, straaight, distinct leader where this is characteristic,. of species. Plants shall possess a normal balance between height and spread. The Landscape Architect will be the final arbiter of acceptability of plant form, either before or after planting and shall be removed at the expense of the Landscape Contractor and replaced with acceptable plants as specified. C. Plants shall be healthy and vigorous, free of disease, Insect pests and their eggs, and larvae, V. Plants shall have a well-developed fibrous root system. E, Plants shall be free of physical damage such as scrapes, broken or split branches, scars, bark abrasions, sun scalds, fresh limb cuts, disfiguring knots, or other defects. F. Plants shall meet the sizes indicated on the Plant List, More a size or caliper range is stated, at least 50% of the material shall be closer In size to the top of the range stated. G. Plants indicated "1545" shall be balled and burlopped. Plants shall be nursery grown unless otherwise sper-1 led in plant list. BailBe 0 irm, neat, slightly tapered and well buHopped. Non -biodegradable ball wrapping material Mit not be accepted. Arty tree loose in the boil or with broken bail at time of planting will be rejected. Balis shall be tan (10") Inches in diameter for each one (19 Inch of trunk diameter, measured six (6) Inches above ball. 4, Container grown plants shall be well rooted and established in the container in which they are growing. They shall have grown in the contalner for a sufficient length of time for the root system to hold the planting medium when taken from the container, but not long enough to become root bound. Ile PIREPAdtATION MAIMIRIALSt A. Peat Moss: Commercial sphagnum moss or hyphum peat, or decomposed gin trash with pH between 5 and T. The gin trash shall be sterilized to ellminote all active residuals, I.e. insecticides, pesticides, herbicides, fungus, vlrus and defoliant chemicals. B. Pre mixed soils w111 be considered as "approved e-cIvols" when samples are submitted with manufacturer's data and laboratory test reports. Approved suppliers include Vital Earth Complete Mix by Vital Earth Resources, Giadewoter, Texas and Acid Gro Complete Mix by Soil Building Systems, Inc., Dallas, Texas, SHEEN". I t O C. an y oam: I. Friable, fertile, dark, loamy soil, free of clay lumps, subsoll, stones, and other extraneous materfol and reasonably free of weeds and foreign grasses. Soil containing Daillsgross or Nutgross shall be rejected. 2. Physical properties as follows: Clay - between i -2't percent Slit - between 25-50 percent, Sand - less than 52 percent 2.15 I IFEMI-I A. Fertilizer shall be delivered in manufacturer's standard container printed with manufacturer's name, material weight, and guaranteed analysis. Fertilizers with N -P -K analysis other than that specified may be used provided that the application rate per square foot of nitrogen, phosphorus, and potassium Is equal to that specified. B. Commercial Fertilizer for Planting Beds: Complete fertilizer 5-10-5 element ratio with minimum 5% sulfur and 4% Iron plus micro --nutrients, C. Controlled -Tease fertilizer planting tablets for tree planting pits, sholl be equal to Agriform 20-10-15 planting tablets as manufactured by Sierra Chemlcol Co., Milpitas, California 415055 or approved equal. 2.4 M4ff AND NEED BARRIER MATi P Vised barrier mat shall be provided For full coverage of all shrub, groundcover, and bed areas, PART 5 - N Bark mulch shall be shredded pine bark mutch or chips, ranging in size from I/4 -inch to 1 -inch in 5.1 II'VEFARATIONt size, medium fine texture, 5" min, depth. A. Scorify Idwn areas where excessive compaction is greater than 55 Stondaard PART I N Proctor to a depth of 4 -inches by discing or rototilling. Repaot cultivation as .I P�ITIN required to thoroughly loosen soft. B. Leave areas free of weeds and ready for final grading. A. New bed areas wtli be left within one tenth of a foot of finish grade by other C. Provide barricades around 5corifled areas to prevent compaction by construction trades. Contractor w111 be responsible for roking and smoothing of grade. vehicles. 5.2 SHRUB PLANTINS52 FINAL &R,60IN&- A. A(1 shrubs to be pocket planted. Excavate plantingg hole 5" larger than the width and height of the root ball. Bockfiil with I/B compost, I//5 native soil and 1/5 sandy loam. A. Remove from site and legally dispose of stones 314 -inch and larger, sties and other debris exposed during this operation. e3 Plant where located, setting plants with tops of bolls even with tops of beds, and S. Provide finish grading leaving surface uniform without depressions and compact soil carefully around each plant ball, undulatlon5, graded approximately 1 -inch below paving. C. hater each plant thoroughly with hoses to eliminate air pockets' 5 I'CI . D. Carefully prune plants to remove dead or broken branches, various tags, and hand -rake Apply herbicide to remove any remaining weeds. This work is to be performed by a bed areas to smooth even surfaces, and mulch bed areas I inch deep.. licensed oppl'icotor following the monufaa:turer's recommendations, A. Till 2 inches minimum of thoroughly mixed prepared soil or equal In all planting bed areas A. Place first application with hydromulch at rate of 12 pounds per 1,000 square as follows: feet. 1. 1 part sandy loam B. Uniformly distribute second application using a rotary type fertilizer spreader I part peat moss 5-4 weep after first opplicotion at 12 pounds per 1,000 square feet. I part sharp sand MULC44/ I : Add 4 pounds commercial fertilizer per too SF of bed area and mix thoroughly. A. At the time of hydromulch/seedin , soil shall be moist but not muddy, and wind velocity shall' not exceed ten (I0) miles per hour. ,add water if required to B. Plant where Iccated, setting plants with tops of balls even with tops of beds, and moisten soil. compact soil careFully around each plant ball. B. Hydromulch seed uniformly at the rote. of 2 pounds of Bermudagra55'seed per C. ;Nater each plant thoroughly with hoses to eliminate air pockets, 1,000 square feet. P. Carefully prune plants to remove dead or broken branches and hand -rake bed 0. Add toakifier to hydromulch mix for slopes 5:1 or greater at the rate of I Ib. per bog of mulch. areas to smooth even surfaces, and mulch bed ureas I Inch deep. 5.4 TRIM PLANrIN&s D. Use a 4' x S' Dotter Board against bed areas, 5.6 MECHANICAL _ I : A. Plant ornamental trees in pits 12 -inches larger than the root ball. Plant shade trees in pits two feet greater in diameter than root ball and equal to depth of root boll. Seed uniformly at a rate of 125 pounds of Bermudagross seed per acre or 550 pounds of Ryegross p;r acre. Use gross drill, Brillion seeder, or viking roller, B. After excavation of tree pits, review water percolation. If tree pit does not drain adequately prepare hole for use with a tree sump, Paint 5.1 SOLID SOD - PVC, stand pipe and cover dark green. After tree is Installed, pump water out on a dally basis. A. Solid Sod: Plant gross by hand, edge to edge with staggered joints. Topdre55 with sharp Bond raked in carefully to fill joints. Roll to eliminate undulations and C. In the event rock or underground construction work or obstructions are provide complete: soil contact, encountered in any plant pit excavation work to done under this section, ec alternate looations may !ere selected the Landscape: Architect. where locations B, Fertilizin : Fertilize immediate) after gross is planted at rate of 4 lbs. g y er 1,000 g p p cannot be changed the obstructions shall be removed to a depth of not less than square foot, Repeat fertilizing at the some rate 5-4 weeks later. six (6") inches below bottom of bail when plant Is properly set at the required grade. The work of this section shall include the removal from the site of such 5.8 T _ _ i_, ,, E , . AND MAIN AREAS: rack or underground obstructions encountered at the cost of the Landscape A. Notering: Contractor. D. Prepare soil for planting by thoroughly atxingter. two parts sandy loam and one part I. Y titer town areas immediately after grassing operation. peatmoss or other approved organic matter. If planting sail does not fall within �. Continue woterin as required to keep soil uniform) moist to a Minimum `� � Ia y the pH range of 5.5 to 7.0 add limestone or aluminum sulphate to bring soil into depth of 4 -Inches. the speclfled pH range. 5. Be alert to over-•v4oterin9 neatly planted grass, particularly In heavy clay E. Backfill tree pits with a mixture of 1/2 prepared soil and 1/2 existing site soil. Bolls. Lightly tamp every (9-inche5 to fill all voids and pockets. when pit is 2/5 full, B. Rep I onting/Eros Ion Control': water thoroughly and leave water to soak in, Pierce fertilizer planting tablets per manufacturers recommendations. Complete bor-kfiiiing' and form a saucer around 1. Correct an erosion that may occur during the establishment of gross. y y ` the tree.. Reseed (sod) any areas not showing sufficient growth within 5 'weeks after F. Completely fill each tree saucer with mulch to a depth of two Inches, initial grossing. Continue seeding (sodding) until a stand of grass i5 G. Contractor shall keep trees plumb until established. Guying and/or staking to achieved. maintain that plumb condition shall be at the Contractor's discretion. However, 5.. A stand' of gross will be defined as ca uniform cover of actively growing if trees are not plumb, the Contractor will be required to guy and/or stake those turf. trees in a method acceptable, at no additional cost to the owner. C. Mowing/;Need Control - 5S iL C OLOR. fLANTIN0i A. Beds shall be excavated to a depth of 2 inches. Soil shall be replaced with 100% I. MBw lawn areas weekly until a stand of grass 15 achieved. Begin mowing when the lawn reaehos a height of 5 -inches; set mower to cut at 2 -Inches. Living Earth Technology Complete Mix or equal. A minimum of two moorings Is required. B. Plant where located setting plants wlth tops of balls even with tops of beds, and compact Ball carefully around each plant ball. Needed Icawn areas until acceptance, removin all foreign vegetation, either g C Mater each hl with hoses to eliminate air ockets cant thoroug by hoeing or pulling. if approved, herbicidal spot treatments may be used. y p V. Carefully prune plants to remove dead or broken branches and hand- rake bed 5A C' a areas to smooth even surfaces and mulch bed areas I inch deep. During work, 5h CLEANUP, move tro: During as Narkrcring worms, beep premises neat and orderly including organization of storage area. p' Remove trash, including debrle resulting from removing weeds or rocks From planting rIn a err ianttn area retia eds, lents from site ball as work roaresses. 1 p 9 P g p y F� ,, >4eep ora k END Of' LAM an<di orireviaFa area clo an �>y sweeping or hosing. M�V OF I' m,O LAWe PART -. I - &ENIER.1kL 1.1 : Furnish ail labor, tools, tran5portotlon, materials, equipment, supervision, etc., required to odequately estaablish a dense lawn of permanent grasses, free from lumps and depressions as indicated by plans and specifications. Redo any part of the area falling to show uniform cover until a dense lawn is established.. The cost of mi5cellonoous labor and materials for topsoil, weeding, tilling, pest control, fertilizing, etc., are not separate pay items and shall be included in the bid price for grassing. 12 RELATED AORJ< 5FECIFIED A. Irrigation System B. L.andscoping 13 MAINTENANCE OF 6PA55- The contractor shall maintain the grass until final acceptance. Such maintenance shall include spraying, weeding, cultivation, fertilizing, watering, disease and insect control, top dressing Icaw spots, plus any procedures consistent with horticultural practice necessary to insure normal, vigorous, and healthy grass. 1.4 JOB CONDITIONS - A, 1Noter: Hill be available on site. Provide necessary hoses and other watering equipment required to complete work. B. Lawn areas will be left within 11107 of a foot of finish grade by Cather trades. Fine grading, raking and smoothing will be the responsibility of the contractor. 1. : A. Seeding/hydromulching - Bermudagross: Complete only between May I to August 51 under favorable conditions. (worm season) B. Seeding/hydromulching - Perennial Ryegrass: Complete only Between September I to April Sad, except of front of project, as determind by owner, under favorable climotic conditions. C. Sodding: Sod bermudo between March 15 and September 503. Between October I and Morch 14 overeeed sod with Perennial rye under Favorable conditions, (Use nursery over5eeded sod, In lieu of seeding after installation, if avallabie.) D. Ouaalifir-otions: Due to unseasonable weather, the above dates may vary; however, do not proceed with gras51ng operations beyond these dates without assuming full responsibility for a stand of gross. 1. A Et T he work will be accepted when a completed, undamaged stand of grass is achieved, as I. approved By the Owner's Representative. PART MA17ERIALS ,I S: A. Bermuda Gross: Extra fancy, hulled and treated, lawn type seed, delivered to site in original, unopened containers meeting requirements of Texas State: Seed Low. Minimum purity germination qac percent. B, Annual Ryegras5: Extra fancy, hulled and treated, Iawn type seed', delivered to site in original, unopened containers meeting rec�ulrements of Texas State Seed Law. Minimum purity germination c10 percent. 2.2 FERTILIZERt Fertilizer shall be organic base, uniform in composition, dry and free flowing, deliver fertilizer to site in original, unopened containers, eor-h bearing manufacturer's guaranteed statement of analysis. A. First application: 12-12-12 element percentage with minimum S% sulfur and 496 iron, plus micro nutrients. B. Second application: 5:1:2 element ratio. Nitrogen source to be a minimum 50% slow release organic nitrogen (SCU or UF) plus minimum S% sulfur and 4% iron plus micro nutrients, ,eep preml5e.5 neat sand orderly, Including organization of storage areas, `S; Including dela-(s resulting from removing weeds and rocks from site dolly r resses. weep pcavec� areas os .. ,...Lean lou, sweeping or haasdngu WTIOU ACING i -P S AT &-C" O.C. MAX. • 15TI NIS CONTRACT - • PRESERVED SHALL# 5Y THE R.. - 55*HTL -I r,0L0RE1:) \/I NYL TAPE NRAPPED AROUND THE MAIN TRUNK AT A HEI&HT OF�APPRCX, FOLA, =IEZET OR, MORE SUCH THAT THE TAPE 15 VISIBLE TO NORKER-�5 ONFOOT OR PROTECT ALL INDIVIDUAL TREES OR 6Roups of= TREES To BE PRESERVED BARRIER A• - OR, OF TREES. INSTALL - AND MAINTAIN BARRIER AT TIZZEE nRIPLINE. Z _ PLACE NO TIME 5HALL T HZE PRO-IT:CTION FENCE BE MOVEZ� UNTIL ALL C045TRUCTION ACTIVITIES ARE COMPLETED. CONTRACT ORS SHALL NOT PARK, ,. ORIPLINE ,, . ANY TREE. ALL ROOTS O ,. BE N NO E R .w ,wwlyo f: �oo, .. L-MNDSCSAPE W"J"TEE3 1.101aZill.110,194 IM I Cn C/) l� UJ w "p °cr C!1 j_i_I O d LLI w �Z ry< i- E C) EL UJ af criQ DRAWN BY: GRI AN 0 u] �0ry 5 (0 1- 1,1 V) r- 10 \ �X wiw-00 :D00 >�rn to j r FO c i <C --� 0 F- 0 LLJ0 W IL CHECKED BY: GRI DATE: 09-27-06 SHEET NUMBER NC" PLASTIC N T -POSTS AT :. MAX. FENCE MIN. 2' R.IPLINE 51 TREE -5 I. EXISTINC7 TREES VgITHIN CONTRACT LIMITS ARESHOViN ON THE PRANIN65. ALL E5 To BE PRE5ERVED SHALL BE FLA66ED BY THE D LOPER KTH 5RIC-�1-ITLY COLORED VINYL TAPE Y4RAFFED AROUND THE MAIN TRUNK AT A HEI HT OF APPROX. FOUR FEET OR MORE SUCH THAT THE TAPE 15 VISIELF 70 ^OPKE S ON FOOT OR, DRIVINC7 EQUIPMENT. :2. PROTECT ALL INDIVIPUAL TREES OR c9ROUPS OF TREES TO BE PIRESEPVFD BY ERECTIN6 A BARRIER AROUND EACH TREE DP (5ROUP OF TREES. INSTALL AND MAINTAIN BARRIER AT TR�EE DRIPLINE. BARRIERS SHALL REMAIN IN PLACE AT ALL TIMES, S. AT NO TIME SHALL THE PROTECTION FENCE BE MOVED UNTIL ALL CONSTRJOTION ACTIVITIES ARE COMPLETED. 4. CONTRACTORS SHALL NOT PARK, CLEAN TOOLS AND EQUIPMENT OR 5T—, -)RE MATERIALS VIITHIN THE DRIPLINE OF .ANY TREE. 5. ALL ROOTS OVER I" IN DIAMETER SHALL IE CUT CLEAN KTH A, HAND 5Ak%i. PROTECTIONIREE SLE: N.T.S. ` A422 -ou PROTECTED TREE ©400 ©398 RX -MOVED DUE TO PAVEMENT, MILDINC, ___ _-----_� 15399 OR, 6R.ADIN6, c 65L CDC _ - 15418 1_".%417 - aeLAOENT TREE 401 OAK L1421 / - 406 -- 2405 ,., ELM — — �— — — — EAST � ,'�65.�� 213 _---- _ co 02 Q _�\ P Q 0:3 / RApll li p 6 — - f ebb- -� 2204 �y / _ `--� ` r �-' X21 s 09 7a / ` i f1 01 L202 A203 A208 A210 � R IL92T \ QI97 15:95 -- --2�� .� _ 2a2o9 J � 012 � 193 °{` L1196 $ -- A94 194 ..� 20 19 013 2 L\87 \ '----_ %93 4 l Q p� \ � t 1 u' r L t�21a\ cs vV=572.5 \ �` W=572.00 \ \ \ 11324 I \ L219 3�'2 /�3 3 � (� g 1 �- i L 36 ----'-5 I1---- '.6 �7 \ 19 W=57�}.7J L'2� X314 , 319L 27 i 6' \,, i7 11121AI23 _ �- V�2�302\9 B-567.95` � � 317 326 11328 '92 323 A c2 9 2 1 G.1224 15 325 24 �` 2d0 �� . 2 � 22 X1316 e 1�� -.e 7 _ ! ©9 65139 231 \ 2 .1.1333: ('1 117 11 �� -- 568.95 X10 BW 329 (e2 3 Lsl 11 Psi X41 Q 39 00 6 z`235 -� -__ - 7 2 - y %, 33 '�^ 11331 11330 3 1 T TI iSC _ l j g�� / 234 s 32 25 3332 L13 PET. Q �� -�_ 38 9 3 L1.09 / - 237 079 .,._x` \ 86 SACT 1083 L1336 p75 079 Ll 31 ,4 Alot107 _ _ L\l87 TFI� € 11 11310 L133 N� 2, - _.._ 074 1 �---�-' �' f ---.__- �, \ -------_._ '----�_ � � 338 _-----------'-_. 12 �-1_ ,• �` .111.8. `-'_"�- 312 \ '----._ 677 1 9 072 1 8 213, 1513 r -..__ -�C� .L�233- - 44 L,242 (4© = 37246 Aldf .' - 0 5 071 r 0 All 249 N - 45 0 — -- 0 Ll -1l 21IJ0k J --2 20 8i 250 �o G1305^� ? cm69&44Ls149 152 - __- � �L1iO4 11143447 Z�344 l 561 560 —559 i el—j �o ,e ZA c w-2 - 179 ()253 9! � / Z89 .. _- ..rte S-1 3 .' 255 A294 290 L128749 49 / 3 6 _ --y ! 62 L�168 l 88 11360 6 78 f, 0 Lu 11 - ? 5/,=2 _�..- - - 0 -- _ _ 295 \11285 LS348 363 3 265 66 298 ® ,ass � \ L1 5 '0 1L6Q � 7 � AP96 � \.�� ' ()41 - - . / 11176 301 297 83 \F \ 11361 4 A441 j _,_.. f� 60 258 2 L1442 .\ �_' � - - :. .2_1438 `, _------- \ "�� 206c� � -1 L439 ti 4 Qt 73 LU75 15257 263 z 69 /303 gz .�72 R L`�6 7 X430 ^39 1 L1.172 \ 21372 L�434 17�i ?�rQ \\��.-37i � 60L1370 1 4:35 ___. - - — � X270 \ ` `-3436 �� AP62 21280 L1261 73 RE] -� 2279 \� _ �__ - 271 275 5 26276 2x278 ns373 559 -� ' 72 \ L�277 1 - L s / F 3, C)49 p L43 -J 412 L1409 !— ~ A41 --_— ..123-- SITE PLAN CITE" OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH I ANY CODES OR ORDINANCES. PLANNER I CRATE SHEET OF DEPARTMENT ENT QF DEVELOPMENT SERVICES 70 6P \ 4� - �- 3 e 1 R Q p468 n466 ,0469 21467 o, ISR TW555.69 BW -555.19 PRGPQ'S�-_RETAINING WAIL BY,,OTHERS \ 5EE TREE REFLAICZMENT _ 'm A459 QR R❑ L1460 QR ,I I -7 (I LA5 FAPK'Yr, 5TE 220 DALLAS, TEXAS -75246 PHO (q72) 261-2 -1114 FAX (14-12) '7-24 7 WAR R 'V873 86 88 387 R �- 21389 Q 1366 0378 80 383 / 0379 377 (6381 � 0332 0 A422 -ou ©400 ©398 4 ___ _-----_� 15399 c 65L CDC _ - 15418 1_".%417 - 401 i2 056 05$ A24 / L1421 / C 406 -- 2405 C. 4 4�7 a- 4 5 A 9 / � 11408 Q p 11404 N2 x+07 403 057 p _0 d1- Q �� 426 LLJ �o- Lc.1 A472 t �' ®° 0474 G La/ r - - - J 114 5 L1462 L1461 < J SITE PLAN CITE" OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH I ANY CODES OR ORDINANCES. PLANNER I CRATE SHEET OF DEPARTMENT ENT QF DEVELOPMENT SERVICES 70 6P \ 4� - �- 3 e 1 R Q p468 n466 ,0469 21467 o, ISR TW555.69 BW -555.19 PRGPQ'S�-_RETAINING WAIL BY,,OTHERS \ 5EE TREE REFLAICZMENT _ 'm A459 QR R❑ L1460 QR ,I I -7 (I LA5 FAPK'Yr, 5TE 220 DALLAS, TEXAS -75246 PHO (q72) 261-2 -1114 FAX (14-12) '7-24 7 WAR R 'V873 86 88 387 R �- 21389 Q 1366 0378 80 383 / 0379 377 (6381 � 0332 0 E# (fi Lli 4 h c 65L CDC CO I w -J y ✓ (nm m 6'`U7 W cQ a 2 < d1- Q Q' LLJ Lc.1 U? t`^- 5E Z CDI cn tt � X0 LL ~ 00o C -CL I LJ -J of L'i, >oc 0,I z 0 r F- 0 <:2 ' < E# 4 r z CDC CL m r: E# 4 z CDC CL m LIJ U-1 CL LL Lf) 0 z 0 0 t - w a. E# \ OFFICES @ GRAPEVINE 360 4550 STATE HIGHWAY 360 LOT 1, BLOCK 1 k \\ AN ADDITION TO THE CITY OF GRAPEVINE \` � G.W. MINTER SURVEY, ABST. NO, 1863, TRACT 2B �..® ®®e®;.:�� � CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS----------- _---- ---- 1/2" . . . . - ...... p . . . . . .. yaR .............. .. 101WATER LINErEASEMENT & 10' LANDSCAPE SETBACK ......... ' . PROPERTY OWNER: ®® _®®—_®______-,______� ,�_y ®_� �_ .___ _ __...._.`_e.e.-------------�,____.�,—__-----®®__— r�.___—____®------------. % PU IES 14„ 16 .. _ YNTER SCIFRES COMPANIES _ ®_ X20' SIDE YARD SETBACK — ®.�.. — — �.-�. � �� � � 16 40 ,- ,� GRAPEVINE 360, LTD r ® — — ®_ � 1 � — ®�. ::.. ��..::::::::::::: � 0 ARLINGTON, TEXAS 76011 r :: �- "�'•'•,•,• ....... . ti, . 9 % 817-394-1590 9 r r . )'............. Q Lo B ii � ®®yam r r � � •�;....... ........ ....•�Ce' Z ' ....,.. ., ....°.................. .. .... . ..... ... .....• ...... �.. 4 �•� "� pA ' ...�... ,... ,.... ....a .... ....... ......... ... ..... " .'..'.'.'..'.'.'.'.`.`.'.'.`.:':.°.:' ...... : ': � ...,....... ...., ..... a 88 �':...'.'.'."."..'."..'. s OAK 17.5' . ..,. ...., ,.. r.- ............ :'........., ti...... { .. ... ,a.:.:..,., 6 25 OAK 1 �. 1 . . ......... ' k� -'.". ... ABSTRACT 1053 75 I k ".".'.'.".•»'. s+ ...`.'.' �� 3 TRACT 2B af OAK 17.5' ( .... , .~.'.'.'.'.•.•.'."... % .. v�' 0 ui t. UA 6 AQ....» �.................. "' 29 p 77 OAK 18.5" - - . k 'P4 ✓-e`{'c OAK 183' .~ , •^a� +"+ ` �. r 140 r I OAK 6.5" 1 �.. CD ............t .. . �, a� 2 356 . gyp, .. ...... ..... . ....... _ » .... ... 181 3" CEDAR EEM 12" �t OAK 6,. �. , ........ ... . ........... °�... ........ .. gr' p[ �} .gyp . . ............ .... , ........ .. `�y ........A OAK .S" .. AKmS . .. a7 ... .i 4i p ... ,. ..... .g .... 254 \ 37 r CdI...-................. L .......AK WS' 1U.5'CE6 r .. ,! .... . . . ............... 159 �•.... ', .. ',l, . , . .{•BB '. ..-.`...'.'.•,•,..•. •.•.......•. •... OAK 9" - '' '. ,_' a253 .,. i ..... , . .•,1t. .. - . . . . .. , OAK 8. I. a CITY OF GRAPEVINE APPROVED D 90"; t E PLANNER SHEET' ) ") F i 11 DEPARTMENT CSP DEVELOPMENT SERVICES - .... .. 0' . 0 X 20 CORNERC:LI r ROW DEDICATION r r,.. E 005 ,CRE goo S. r......1. . ..................:.... C ... .... .. , r : Q, ....... ,...'.'.'.`,'.'.'..'.'.'..`.'.'...'..'..'.'.'.:'. .'..'...'.` '. ' '.. .'..:'.' ' ':.','.'.'.`.":.':,'. � DISTANCE— ... r i...`.. .. , G i` r r . .................. ...................�.. Q „� �! E S IVI T. ',`....... C.M.F. r �' :o,,rtj.,.'.�_....,.....:`..».moi�^�.00 I... , . ,', �.'. ,'. .............. 1 r, .. �, • eE1 a 75 r r '............. ..........»,.,.... .,.,...' .....%...... ....... ...a........ ......... r s: •,`:, .......... ....... ....... 6 ..........I...... ::: 2 a N ,................................. ,....,....: '..... .....:"t`�, AI ..............................`............., �`' r —0 6„ ......,...'. tp ...........................'�,...,........ �.� A1.Q3 � �, � .............. . ..:'.'.'.'.'.'.':.'.......'.". » . qq ... g ................ . ....... . . . .. . .............. .... '..1..' .... , ........... , ...... ..... , , °b 't'�� gip, 16.5 376 �,® ... .. » . , ........... . _ _'M.�PW+xk .......,,...,,.. ... ........».......... ... .._,... .. 1 ... smc�° /-"fir 0382 OAK 12" .....»»....... .......__........ .... .. .. ..... ..... ...... ........... 1- T1 ... ........ _,.... _.... �..�;. .»......, ....,,... „. .. �' .. ....».... .,. des" ,...�............... .,........ ........ � ..............»,,,,,.. .. .........,..... r... .,,.!..... ....... 'J --...�:.... . . ...... ......... » ...•.•.• tijj,� ...�......»....`......1.,\ .... .. ....... •� 399 .......' �' ............ , ... ......... .... ..., - - .. , ... » ..... , �. �`. .. - . [/ ,� . .. ..... ...... /t ... !/[J/' OAK 11" �° ......... ...... . ........ .. .. , .. ..... . r .............. :f� �_. ....................�.... ...........,..., r L1� ��. ................. ..,.'.....,.......... . 6 4.......,........ i r r G ...,.... :0".' .... ........... ........ .......%.................... re,a, ......��....,,,,...»..... `.tk, ..........1..1'..�'.,'�...•.....,...,...........a.... ... ,...... .. . . . ..y... .. . . . . » . ` rs•� ....,......"...-..,,....... .,.,... ........ ", ..,... •.. , ...... ...... .... . :s ...... .... ............ '-- .-_... V ..... oAK1i '..... ....... .... .......... ......... a.......... . .......... ..... ...... ... . .... ..... .. ... . ...... . ,\ �.............. _ 11 ,', r.. .... .,.,.,.... �a t .'.................. .;.'..... " ....,.,.....,....,....,,..,...",,...a,. jaY9 ' • .�, pd ........... /. a h. ,, , 1 Q.. p> r r v !..,a .... .......... ... ... -.......,...........,....................,.......,»...... .... , .... ..... . '� ... ..,,, ., •.. �.a' t x ....................... .................. ,..........a......,.,,..... t....'.'.'.':.'.'......'.`.`�..................... . . .... ° N�� . �..................................... . M 2 �'°it �°........................................................ y,....,,,..,. .......................» .. _. icy :..,,"'.... ,,a..,,``,,,,'»..,.........................._ rr t ,. `y � ,..................................................... .._, ..• �.,.,....'., �.,,.,., ( g � +Q ,�, ..... ... ... t..... ?.:. , . , . ' '`.» , .+, ,LL. �..... '.'.`.'. ...... , , .... % h °''�..q ... •.•.•.'." .`4.'... . , , ... , ... `°".. , . , , ..... ................. ".'.'.'........... , ......... r y Ct��........ �, .. ..'.:' ...`.:','.'.'..'.:': .......... 4 hj �,,� ....� . ..... , . ... , , .... .. , ....... . ........................ `� 4 ',°:.'... _ _ ...................... . ....... % o it/}(��.'...»'..... �'�`..`.a,,...............................•.,....,..................... P %.'.. ��................................ % % ..GQ 0 � ��, .a.. �� ........................».............._.....,..,...,. ' � 1 ,....,...._.......... % W 24.5 \.,°,....... ..................-. . ......... . y - 1 --__®____--____e_____®_®_®®_� �y ............ l % NORTH SITE PLAN k JL SCALE: 1" - 20'-0" ... A. CONTRACTOR TO CIVIL DRAWINGS CONTROL PLAN FOR ALL PAVING DIMENSIONS. Bt P LANE STRIPING # COMPLY GRAPEVINE REQUIREMENTS. C. ALL PARKING LOT STRIPING TO BE WHITE ACCESSIBLE ROUTE y ■ LOADING . + Y! AREAS Pj .. PAINTED a D y. SPECS P PARKING O ! i WHEREDALL CURB RAMPS TO BE CONSTRUCTED WITH DETECTABLE WARNING PAVERS, COLORS SELECTED BY ARCHITECT. E. REFER TO CIVIL PLANS FOR PAVEMENT AND CURB DETAILS. F. REFER TO LANDSCAPE PLAN FOR ALL LANDSCAPING. ACCESSIBLE ROUTES, RAMPS, INTERSECT OPENINGS, TAPER ALL CURBS DOWN TO PAVEMENT U.N.O. H, ALL PAVING AND SIDEWALKS TO DRAIN WATER AND PREVENT PONDING, ACCESSIBLE ROUTES MUSTMAINTAIN ACCESSIBLE tP i • a J. ALL PIERS AND POLESt BE M... a ! D ACCORDING # THE ARCHITECTURAL PLAN. REFER MEP DRAWINGS FOR ADDITIONAL INFORMATION. NOTIFY ARCHITECT OF DISCREPANCIES FOR RESOLUTION. K. REMOVE ALL EXISTING ELEMENTS FROM THE SITE AS NECESSARY TO CONSTRUCT THE NEW WORK AS INDICATED. REFER TO SURVEY. • -r ► TREES AS NOTED ON LANDSCAPE PLAN, L. PROVIDE NEW SIGN AND PAVEMENT SYMBOL FOR EACH ACCESSIBLE PARKING ea. SITEDETAILS. 1. PARKING LOT LIGHT POLES TO BE CENTERED IN LANDSCAPE ISLAND WHERE APPLICABLE, FACE OF POLE BASE TO BE MINIMUM 2'-0" FROM FACE OF CURB, REF. SPEC FOR MANUFACTURE AND MODEL, REF. 12/A1.02 FOR PARKING LOT POLE LIGHT CONC. PIER. REF. MEP. 2, WHEEL STOPS, RE: 11/AI.02, TYP. 3, ACCESSIBLE PARKING SIGNS, RE: 2&3/A1.02 4, FLUME 5. CURB RAMP, RE: 1/A1.02 6. LANDSCAPE AREAS, RE: LANDSCAPE DRAWINGS 7. CONC. TOE EDGE RESTRAINT TO BE LOCATED EVERYWHERE PAVERS AND LANDSCAPING MEET, REF, 10/A1.02 8, PROVIDE KNOX BOX PER CITY REQUIREMENTS, 9. RECESSED NON' -FREEZE KEYED HOSE BIB, 10, ELECTRIC METERS, REF, MEP. 11. WATER PROOF LIGHTS IN LANDSCAPING, TYP. 12. NEW FENCE, RE: 15/A1.02. 13. RETAINING WALL, REF. CIVIL, 14, CONC. SPLASH BLOCK / RIP RAP, RE. MEP 15. ELECTRICAL TRANSFORMER, RE: MEP. 16. GROUND MOUNTED IDENTIFICATION SIGN, BY G.C. IT PROVIDE LIGHTING AT THESE EXISTING TREES GROSS LOT AREA: 95,106 SF OR 2.206 ACRES NET LOT AREA: 96,105 SF OR 2,206 ACRES BUILDING NET AREA. 21,230 SF LO T COVERAGE: 22.09% PARKING REQUIRED (COMMERCIAL): ( 5 + 1 SPACE PER 300 BLD SF 5 + ( 21,230 / 300) = 76 SPACES PARKING PROVIDED: NEW 6' TALL DOUBLE 76 SPACES (INCLDES 4 ACCESSIBLE) NEW CONCRETE PAVING LANDSCAPE UPLIGHT 0 EXISTING TREE TO REMAIN ,r A ,s —10 DRAWN BY: IL CHECKED BY: MH DATE: 09-29-2006 SHEET NUMBER PAVERS (PAVESTONE HOLLANDSTONE IN RUNNING BOND PATTERN AS SHOWN) C� PARKING COUNT AND LOCATION PARKINGLOT LIGHT ( POLE NEW 6' TALL DOUBLE ® SIDED WOOD FENCE ACCESSIBLE STRIPING PER CITY PER T.A.S. REQUIREMENT ALONG STANDARDS PROPERTY LINE, REF. 15/A1.02 NEW CONCRETE PAVING LANDSCAPE UPLIGHT 0 EXISTING TREE TO REMAIN ,r A ,s —10 DRAWN BY: IL CHECKED BY: MH DATE: 09-29-2006 SHEET NUMBER r SITE PLAN CITY OF GRAPEVINE APPROVED PLANNER LATE SHEET: � OF 19 DEPARTMENT OF DEVELOPMENT SERVICES ?" X 8" CAP (TOP OF FENCE -0 BE LEVEL.) X 2" TRIM DIA. GALV. STEEL POST, 'OST SHALL BE FLUSH WITH 30TTOM OF 2" X 8" CAP, x 6" PICKETS SEPERATED W 1/4" AIR GAP. DOTE: TO BE 3" ABOVE 3RADE (TYP.) 3) WACKER CLAMPS WITH aOUNTER—SINK NUTS ;3) 2"X 4" RAILS NOTE: 1. FENCE TO BE REDWOOD OR CEDAR. 2. GALVANIZED STEEL POSTS SHALL BE SPACED AT 8'-0" ON CENTER MAX. 3. HARDWARE TO BE HOT DIPPED GALV. 4. FENCE STAIN TO BE CHOSEN BY ARCHITECT, WOOD FENI DETAIL SCALE: 3/4" = V-0" WHITE PAINT gra11 BLUE PAINT (SEE NOTE) NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL - SYMBOLS ARE REQ'D TO CONTRAST W/ BACKGROUND WHITE ON BLUE (COLOR NO. 1.05090 IN FEDERAL STD. 5952) DOUBLE COAT (TYP.) I ESslBILI`­rY SYMBOL SCALE; 11/2" V-0" CONC. TROWELED SMOOTH DOME AT TOP - -- 6" PIPE BOLLARD FILLED WITH 3,000 PSI CONC. PAINT PIPE AMID TOP - COLOR AS SELECTED BY ARCHITECT. 3,000 PSI CONC. FOOTING REF. STRUCTURAL DRILL HOLES IN BOLLARD AND PROVIDE #5 REBAR EACH WAY - l` P eA 6x6 PAINTED TUBE STL. POSTS s 2"x2" PAINTED TUBE - FILLED W/ CONC, d DOOR FR a. y, '-Ors a `4 dS 4� s TO BE WELDED ON 61' Err baa e ANCHOR BOLT KIT, TEMPLATE----__ __— --- RAIN -TIGHT HANDHOLE AND LEVELING NUTS BY POLE_.._ MANUFACTURER 1 CHAMFER EDGE SPONGE FINISH CONC. - 30 AT PAVING, = CONDIliONS II 11 GRADE I __ � — i a �� !�— I 4�I� I{ ���a 1 EXOTHERMIC CONNECTION GROUND ROD, REF ELECTRICAL �I o BRANCH CIRCUIT CONDUIT, REF. ELECTRICAL 77 .8 _- al� _5- #6 REBARS VERTICAL NOTES: — - 1. ALL REINFORCEMENTS TO BE ASTM' A615 GRADE 60 (60 KSI MIN) r `- #3 BAR TIES, 12" O.C. ' a VERTICALLY 2. ALL TIES MIN 12`° OVERLAP 4 3. CONC, SHALL HAVE MIN. 3000 PSI � STRENGTH @ 28 DAYS 11_61, 4. USE CONCRETE VIBRATOR ON TOP T-0" 5, INSTALL GROUT UNDER FIXTURE TO INSURE POLE BASE CONTACT WITH CONC. PIER 6. GROUND EACH POLE n12 LIGHT POLE PIER DETAIL SCALE. 1/2" — V-0" ' 6" PIPE BOLLARD, RE: 4/A1.02 EQ. EO EQ. WOOD FENCE - w� 6" x 6" PAINTED TUBE STL. CENTER OF BOLLARD 16/A1,02 TO ALIGN W/ OUTSIDE EDGE OF CMU WALL i—_� _1L 7/A1.02 _ 1 I" MIT _.. _... ACCESSIBLE SIGN SCALE: 11/2" = 1'-0" NOT USED 14 SCALE: FACE OF ADJACENT SIDEWALK OR EDGE OF PAVING 2e -0 - CONCRETE BUMPER MIN. (MIN. LENGTH — 6-0aa) 91, 2 — #5 REINFORCING BARS 1/4" 211 tae 1/411 41/2" 1" DRAINAGE VOID ua c" 2— #6 — 3/4!'X 18" DOWELS (2 DOWELS PER BUMPER) TYP. WHEEL Z) I UP JL SCALE. 11/2" = 1'-0" #3 @ 16" O.C.E.W. SLOPE 1/8" PER FOOT L� — �`-" — (2) #5 CONT. TOP B BOTTOM PAVER CONIC. BASE 13 SCALE: 1/2" V-0" _ 1 - 1 1/2" OF LEVELING SAND CONT. #3 REBAR 1" MIN. PAVERS f I-1 i 1=1 1�111-1 I1 III I1—IIF Q Q III 11l_—{ 1111 11 �i11 CONCm NOTE: THIS DETAIL IS TYPICAL WHERE PAVERS AND LANDSCAPING MEET TY 10 SCALE: 1 1/2" = V-0" NOTE: RE: 5/A1.02 FOR j BASE DETAIL op, io SCALE. 1/4" = 11_0" anunnnnnunonuannunnimmuu�um�ommm�nn nnn4nnnuummm unrnunumsiirmim� �!nm�r;,nin, 'SCALE: 1 1/2" = 1'—O" SCALE: 1/4" 1'—O" — SIDEWALK LANDSCAPE AS SCHEDULED DETECTABLE WARNING PAVERS W/ RAISED TRUNCATED DOMES, DIA OF 0.9 HEIGHT OF 0.2", C/C SPACING w OF 2.35-, RUNNING BOND PATTERN w w WITH CONTRASTING COLOR A5 SELECTED BY ARCHITECT W w w W www 1 : 12 MAX SLOPE AT RAMP WITH MAX 1:50 CROSS SLOPE w w w w w w w w w w CURB w w w w w RAMP DETAIL : SCALE NTS WOOD FENCE BEYOND 6x6 PAINTED TUBE STL. POSTS 2"x2" PAINTED TUBE FILLED W/ CONC, w DOOR FR '-Ors HEAVY-DUTY HINGES TO BE WELDED ON 4 2x2 PAINTED TUBE: STL. < WOOD PICKETS ON DOOR FRAME, TYP. DOOR FRAME COLOR TO BE SELECTED i BY ARCHITECT. _.._ 'WOOD PICKETS ON DOOR FRAME 1 X 6'° WOOD } PICKETS ON DOOR I . . . — —1 FINISH GRADE FRAME. SEPERATED BY 1/€" AIR GAP ,;HASP HOLD OPEN HARDWARE HOLD TS FEEL RECEIVERSILEEV SET IN GATE CASTER WALL FOUNDATION j OPEN DOWLSEEL I CONC,E NOTE: RE: 5/A1.02 FOR j BASE DETAIL op, io SCALE. 1/4" = 11_0" anunnnnnunonuannunnimmuu�um�ommm�nn nnn4nnnuummm unrnunumsiirmim� �!nm�r;,nin, 'SCALE: 1 1/2" = 1'—O" SCALE: 1/4" 1'—O" — SIDEWALK LANDSCAPE AS SCHEDULED DETECTABLE WARNING PAVERS W/ RAISED TRUNCATED DOMES, DIA OF 0.9 HEIGHT OF 0.2", C/C SPACING w OF 2.35-, RUNNING BOND PATTERN w w WITH CONTRASTING COLOR A5 SELECTED BY ARCHITECT W w w W www 1 : 12 MAX SLOPE AT RAMP WITH MAX 1:50 CROSS SLOPE w w w w w w w w w w CURB w w w w w RAMP DETAIL : SCALE NTS uj rn z. a w a uj rn z. a REVISIONS: ISSUE FOR PRICING: 6-26-2006 75% REVIEW SET 09-07-2006 DRAWN BY: JL CHECKED BY: MH DA7rE: 09-29-2006 } i REVISIONS: ISSUE FOR PRICING: 6-26-2006 75% REVIEW SET 09-07-2006 DRAWN BY: JL CHECKED BY: MH DA7rE: 09-29-2006 r 1231-811 r 120'-0--,-6 5` A& 'IV k2) ­SCALES 71—/8- 7170-������ MATERIALS LEGEND MARK DESCRIPTION MASONRY #1 KING SIZE BRICK, COLOR #1 MASONRY #2 KING SIZE BRICK, COLOR #2 FINISH #3 EIFS FINISH, COLOR #3 UJ Lu LEE uj guam• N '� FIFS COLUMN TYPICAL, FINISH #3 WEST ELEVATIC SCALE: 1/8" = 1'-0" T.O.PARAPET 12641.1k IV T.0,PARAPET 123'-8".6 IV T.O. PARAPET 120'-0",,6 1--, T.O.D. 117-6" F.F.. 01-011 EXT,-,,,.MASON:RY CALCULATIONS TOTAL EXTERIOR SURFACE 14348 % FT. - GLASS,AND DOORS 2283 SQ. FT, 12065 SQ, FT, TOTAL EXTERIOR MASONRY 8666 SQ. FT. 8666 / 12065 = 72% EXTERIOR MASONRY COVERAGE T.O.PARAPET 126'-8`,,J& IV T.O.PARAPET 123'-8"r6 4v 3H #3 T.O.PARAPET 120'-0--,,6 T.O.D. 115'-0" 9 T F.F.. 0'-0" S u z U) JL (f) ;=! MH L M � 09-29-2006 0 Ln 0 � UJ Lu LEE uj uj Ln t7. Lu• n U<mt� CD DRAWN BY: JL t10 MH 1 fDATF: 09-29-2006 re) uj Q > uj CL (D (D Lij -uj z @) > Lu CL L0 C�) Ln Lu U Ln (D LL U. 0 REWSIONS: ISSUE FOR PRICING: 6-26-2006 75% REVIEW SET 09-07-2006 ISSUE FOR PERMIT 09-29-2006 DRAWN BY: JL CHECKED BY: MH 1 fDATF: 09-29-2006 SHEET UMBER T = 22 FT AFI Lumens I LLF 1 Description 28000 0,855 MCL4250LX 28000 0,855 MCL4250LX SITE PLAN A& 'I N 01 L 1011 F., 01 [1 a •w 1 FA 1611-1,111 016TIT" P LA N N E�R-- DATE —1 SHEE7. OF DEPARTMENT OF DEVELOPMENT SERVICES CD CD C LCD Oj � m CO C) CD F, .z- 5 'g/Min Max/Min '00 55,33 SITE PLAN A& 'I N 01 L 1011 F., 01 [1 a •w 1 FA 1611-1,111 016TIT" P LA N N E�R-- DATE —1 SHEE7. OF DEPARTMENT OF DEVELOPMENT SERVICES CD CD C LCD Oj � m CO C) CD F, .z- 5 SCALE: 1' = 20' - 0' DRAWN BY: F. GARZA DATE: NOVEMBER 10, 2006 75 X 75 Z 0 C L d 0 CLQ C5 0 aj C- 0) - SCALE: 1' = 20' - 0' DRAWN BY: F. GARZA DATE: NOVEMBER 10, 2006 75 75 Z 0 C L d 0 CLQ C5 0 aj C- 0) - E M L ZS d 0 Q) z 0) ui C)- V) E 0 L C (- 6 Z M :5 0 E: 0 01 �: E 0-- U) C- -- U) 4-> Z5 -- 4-> 1 -P 0 -F� L -P u 0)-Q E -j ZS -05 U:8 14- > U C- -- -- 0 C 0) U) LA C- 0 -C L 0 01 Qj 0 C -Z5 U L 75 L W 0 0 N 0 Q) -Q u (b --C0-41 aj 14- -, Lq Lf) d 0 Cu L 0 0 :3 E +> L 0 4-� 0 C _0 C5 Lf) o -P W 0 0 - 0 +'c d f C U Lo OE -P +1 CY 3:41 -(�55 0 E 0 u -d u -Q Ou + (1 -U C j L 00 0 cr - 0 Cu C - _ :3 2 C5 w i I +> Z U) m 0 C5 QJ E Q) u 0) C --5 L Cu u o LI) No L C5 u n -P d -f-> 4- > o -Q m L 0- Ln Z w o E 0- Cu -C 0) 0) d :5 0 C L L CL Ul -P Cl > :5 U) 0 C5 U 0 -9:5 I CL LD LD DRAWING NO, REV�01 � �AP06227,,AGI LANDSCAPE TAMLATION5 INTERIOR LANDSCAPIll AREA,10% OF 6ROS5 PK& I . OF RE0. LAND. 12 SPACES MAX. 5PACIN6, ISLANDS 11 X I, ISLANV5 AT EA. END ROV4 N TREE PARKING LOT AREA 31;656 5F LANDSCAPE UI D 01,65+6 5F X 1 ? 5,166 5F LANDeiCAPE PROVIPED 5,640 5F TREE5 REGUIRED (eSj 5F / 400 - ) a TREES TREES PROVIDED 5 TREE5 ISLAND AND TREE AT THE END OF EACH PKG. RON FRIOVIDELA PERIMETER LAND50APINC7 PK& AT STREET 5' BERM OR 50" 5HRUDS TO T' IN IYR., 15" BUFFER AT STREET, PK&. ADJAC.ENT TO P.L. IO' , P 65 ADJ TO RES ZONE IO' 5" TO +' T., IM LAND I TREE MR 50 LF OF REOUIRED PROVIDED NORTH - 15' NIDE - 265 Lr / 50 L`` = TREE5 5 EXIC-T., 5 01-. EAT ® 15" AIDE - 254 L� / 50 LF = _E 5 4 EXIST, 2 PROP. SOUTH - IO' INID - 230 LF / 50 LF = 5 TREES5 EXIST., 2 PROP. YMT - 20' Y41 P ® 460 LF / 50 LF = 10 71Q1EES 15 EXIST. TREE5 NON -VEHICULAR OPESI 5FACE To ENHANCE 5I)ILDIN6, NON-RE5 ,SON=1 TOTAL 51TE, MIN IN NT . TREES IN OPEN SPACE Y LA — <50 1/2,500 SF, 50— 1/-3K, >50 1/4 SITE AREA cW107 5F LANDSCAPE REOUIRED 06,101 SF X 15% 14,41 5F LAN05CAPE REWIRED FRONT °'t"` (14,416 = ) 1,205 5F LANDSCAPE FROVIQED IN FRONT YARV 1,451 5F LANA PE PROVIPEP TOTAL 51 ( 96) 35,150 5F TREE5 REOUIREP (14,416SF / 3,0005F - 5 EXIST. TREES EXISTIN6 TREE MITI&ATION INCL PER INCA REPLACEMENT TREE MO4'Er,> (REFERENCE TREE 5U VE`T' AND MIT16ATION CHART) -IcW5 INCHES REPLACEMENT TREES (40 X ro" 5) = +240 INCIE5 REPLACEMENT I N HE5 EXCEED M I TI G TION INCHES +45.5 INCHES IRR16ATION REWIRED ALL REGUIRED LANDSCAPE S TO RECEIVE AUTOMATIC UND NO SYST M P41TH RAIN AND f9REEZE PROTECTION. P CONTRACTOR _. - ALL ,. - Ex. 18 Rcp { - x. I ` water L ' _ . - ..�.. f..GP_ _ z� - EASTIL i. € I° -- 1 � -.. _. . •. .:. .m .� ,- . �,� :t --"ter- ..-, + ., • - _ _-._ -_ _. "Y^. { •.yam. aA^ • "a.' • -'-r a :mac,__ _ 1 y , 03 : 1 , 6 7 - { C' • / 1Cal--------------t 20 _ 19 01 Q1� d_ I - -- I ; � CL's .� I I : — - 022 3 ti , c J ,,GeY - 'I, sy FENS r FE. PET LU a© \ +, Cf) {meq ua ; t 079 �. ' r AB -T C [" :1033 �I p?, I TRACT 213 i As r -- -127 t i. \ 076 r b77 a - C) \\ N t Y ,t P- r CD j a i Uc d 03 031 � I •. ., y' X1.1 'T\ ,..f , r3 �. , a ..i I _ cava f 041L r I �\ • ' i • -104-5 Ce! 047 p 049 / { \ ... ... i Ocr T iOTSCT'It� _h. , --FENCE, 1 , SET:059 1 Y a5� I. 1 dfii' TE \_ 05E � X56 _, 58 ��G,� • _. \\ , ' _, v clk a gib s OU2N /Lily / I V, r f , I \ r D.S. - T a 6 " r . V/ 6 4 , TA 1NI N& Y'LL F REF. 0141IL 1 E IN THIS AREA: ^��• ', ATL. \� I "I,1 20r300efS,, -Z, e Ir r t� %f n% Wf I� ° r (OW, m r_ Vila fi. hh F F r A:F t� / lA,P +DUAN1 IiY° 5Yf_WL ON -LOUT 1rOMMON NA!"fE SCIM4TIFIC NA 15lZE 9 I'I U � ELM Elm Ulrasat� cr'as_tPDiPa " caliper, 14`�I` I Utl 8,•-i0, sem', 5415 istrDUat trunk m CD C7Lo 0 �— Pull rounded 4anopwy (0w ai �� +5'-10' -DXLc) LIJ OAK Li ehumcard Red Oak cercus 'dPT 5" p r ct, 54 5 straiat f•rvyak 00 Q w' wz I LLJ or �a full roonded a zl �Z cr�Q NLr } 6" Ball r, l4ul& ill �9 P15TACHIO Chinese Plishla Plstocla alms 81'-10' 5Zroad, B45 straT91i mak fwUl rid canopy � �MYRTLE . Red flara�rlro � Crapo �I� U Ea -m a indl,„a i° �all�a' air yak., 5trunkrninlr,€.Fm, V cn6 ,ter par 5 k miniman, � 2 1 TREE YAUPON `faupon Holly [lax vomftorUn 6' t-Ut_, ' spread, 545 or cemtaln r P rnale - heavy berried I' caP per per trunk, 5 trunk minlr»urna, �POSSUM HM Possum 3ew II�x d�aldaa €�' spread, 54 5 or aontalner, ?ornate - heavy berried 'T-&' Ht /4a•' sproad, container YNAX MYRTLE Southern h ax M+y-lcra c;er~lfera groysin, tree fanned, fall, busby Kjrtle spozlman. GtUANTIT'>` SL, CAL.LOUT COMMON NAME 5CIENTIFIC NAME S[ZE ANS OONVITION 1'7'7 0HOLLY ivaarPrrfcrd Holly II x r-crnuta Bur`fordl nae '1 allon e Ht/I&' spread, full bvshy t;^' round I V,1.®cLY � v rf Yeaan ratl I lex �crrttoria *Iana2� al€Dn, Ii" ^Ht/14" spread, to .:.Dura. HtHtrI3 iMYRTLE Southern Yqax rice pusitla ilcr24" " rear Myrtle fuI to ground, UANTiTY 5 L CALLOUT COMMONN �IENTI 10 ME �i�E �htCONDITION AS `� IN Common 5armvdo �"C.T�� _ riD dDn dac B Drt �' I-lydrarptulch _ refer to sp' IPlcatiDns \\ AS SHONN coLoR Seasonal calor as avollablo 4" pots, 12" o.c„ full AS !�,HOINN FF Purple Loaf VIEnfer c reaper E�Ies fortune ' f ` R4IlN 5T1_. EIE L.P. Person steel midge l/gip' x 4" Pith 12" stakes, green in c.cr(or P CONTRACTOR _. - ALL ,. - Ex. 18 Rcp { - x. I ` water L ' _ . - ..�.. f..GP_ _ z� - EASTIL i. € I° -- 1 � -.. _. . •. .:. .m .� ,- . �,� :t --"ter- ..-, + ., • - _ _-._ -_ _. "Y^. { •.yam. aA^ • "a.' • -'-r a :mac,__ _ 1 y , 03 : 1 , 6 7 - { C' • / 1Cal--------------t 20 _ 19 01 Q1� d_ I - -- I ; � CL's .� I I : — - 022 3 ti , c J ,,GeY - 'I, sy FENS r FE. PET LU a© \ +, Cf) {meq ua ; t 079 �. ' r AB -T C [" :1033 �I p?, I TRACT 213 i As r -- -127 t i. \ 076 r b77 a - C) \\ N t Y ,t P- r CD j a i Uc d 03 031 � I •. ., y' X1.1 'T\ ,..f , r3 �. , a ..i I _ cava f 041L r I �\ • ' i • -104-5 Ce! 047 p 049 / { \ ... ... i Ocr T iOTSCT'It� _h. , --FENCE, 1 , SET:059 1 Y a5� I. 1 dfii' TE \_ 05E � X56 _, 58 ��G,� • _. \\ , ' _, v clk a gib s OU2N /Lily / I V, r f , I \ r D.S. - T a 6 " r . V/ 6 4 , TA 1NI N& Y'LL F REF. 0141IL 1 E IN THIS AREA: ^��• ', ATL. \� I "I,1 20r300efS,, -Z, e Ir r t� %f n% Wf I� ° r (OW, m r_ Vila fi. hh F F r A:F t� / t— e C? Ld FN „ — F "N C 1 r Gni nt l ra r \ o CL CL 00 REVISIONS: S ISSUE FOR 75K SET \ 09-07-2006 E PROTECTION > :FENCE,/ 1 � T o \ Issue FOR cONsMUC'ncN V 12-01-20G6 REP t iiLn r 5 191 d , v 1 _. . • y=am G��'-:. ., , - xr, -- — ---- --- 5 a' , : C lir" r,'—�57.5Q B� B'td T0 ° o \ \ UPDAi`fE'TREE SURVEY (� 12-13-2006 L (D- AiSU:ti WALL/SAVE & A6€a 13tEES \ 101-12-2007 w• r \ \ DRAWN BY: GRI � CHECKED BY: GRI \� DATE: 09-27-06 SHEET NUMBER I Ar"r" L-1-irquSuAtrj'%E P"LAN I 0 to lA,P cn U I_ w `t m CD C7Lo 0 �— LLJ (0w ai -DXLc) LIJ Li Q �[ 00 Q w' wz I LLJ or �a zl �Z cr�Q NLr } t— e C? Ld FN „ — F "N C 1 r Gni nt l ra r \ o CL CL 00 REVISIONS: S ISSUE FOR 75K SET \ 09-07-2006 E PROTECTION > :FENCE,/ 1 � T o \ Issue FOR cONsMUC'ncN V 12-01-20G6 REP t iiLn r 5 191 d , v 1 _. . • y=am G��'-:. ., , - xr, -- — ---- --- 5 a' , : C lir" r,'—�57.5Q B� B'td T0 ° o \ \ UPDAi`fE'TREE SURVEY (� 12-13-2006 L (D- AiSU:ti WALL/SAVE & A6€a 13tEES \ 101-12-2007 w• r \ \ DRAWN BY: GRI � CHECKED BY: GRI \� DATE: 09-27-06 SHEET NUMBER I Ar"r" L-1-irquSuAtrj'%E P"LAN I 0 to ai w' t— e C? Ld FN „ — F "N C 1 r Gni nt l ra r \ o CL CL 00 REVISIONS: S ISSUE FOR 75K SET \ 09-07-2006 E PROTECTION > :FENCE,/ 1 � T o \ Issue FOR cONsMUC'ncN V 12-01-20G6 REP t iiLn r 5 191 d , v 1 _. . • y=am G��'-:. ., , - xr, -- — ---- --- 5 a' , : C lir" r,'—�57.5Q B� B'td T0 ° o \ \ UPDAi`fE'TREE SURVEY (� 12-13-2006 L (D- AiSU:ti WALL/SAVE & A6€a 13tEES \ 101-12-2007 w• r \ \ DRAWN BY: GRI � CHECKED BY: GRI \� DATE: 09-27-06 SHEET NUMBER I Ar"r" L-1-irquSuAtrj'%E P"LAN I 0 to (a) FRE55URE TREATED HARDNOOD STAKES (2" X 2" X 5') NITH 12 &AU&E (5) STRAND 6ALV. STEEL CABLE AND 5" TURNBUCKLE, ENCASE LOOP IN REIN. RUBBER HOSE. 0ANOF`r TREF-5: 5ECURE AT LOPSIEST BRANCH, EVER61REEN / ORNAMENTAL TREE5: SECURE AT TOP air 5TAKE HEIC714T. - "A RNMOR AA IN RINIS 3" MIN. HT. ABOVE NIXON Elllilr-25igg2v I .NAMIE, NOTE: REFER TO 5PECIFICATILT NS 7REE PLAINTIN&VETAIL (7YF10AL')`_ SCALE: N7.5. )IL MIX SETTLEMENT k 5HRUE3 FLANTIN& PETA�IL (7*-( FIOAL)_ My ILANCrSOAI*11�* PART I - &ENERAL 1.1 Provide oil labor, materials and ocLuTpment for complete Instollotiion of londscapin?,, n -- Indicated on the drawings and specified herein. 1.2 RM.ATW P40RK SPECIPIEP ELSE14HORIEs A. Irrigation System a. Lawns IS GAJALITY A-SWRANCOEs A. Provide plant materials In compliance, with oppllcc�ble State and Federal lows relating to inspection for diseases and Insect infestation at groNing site, B. Observation at growing site does not preclude ribht o- rejection at job Plants, damaged In transit or atjob site may be rejected. 1.4 REFeREW-40 5TANPARZ>51 A. American Standard for Nursery Stork, approved IqE;6 by American National Standards Institute, Inc. - Plant materials. B. Hortus Third, IcT-76 - Cornell University - Plant nomencioture. C, ASTM - American Standard Testlne3 Material - Shap sand. Is PROVIll DELIVMY, STRASE AND HA1101-1146s A. Delivery: 1. Deliver packaged materials In Sealed contaIriers showing Neight, onolye.(c- and name of manufacturer. Protect moterloIs from cip-torloration durfinc delivery and while Stared at Site. 2. Do not deliver more plant materials than can be planted in one day ung odocpcite Storage and watering Facilities are ovallable, on job Site. Stn_.,aqe of materials and ecLuIpment at the, job site Y-411 be at the risk of the landscape contractor. The owner N111 nat be ineid responsible for the_f`t damage. 3. IF balled plants cannot be planted within 2.4 hours after delivery to sit -o, protect root boils by heeling in Nith s-aw dust or other approved mote-iol. 4. Protect during delivery to prevent damage to root boll or desiccation c„: leaves. 1.6 -05 CONDITIONS: A. Planting Restrictions: Perform actual planting only when weather and Soil c.o:dltlons are suitable in accordance with locally accepted practice,. In no woo shall any trees, plants, ground cover or seasonal color obstruct arainage, or block o 2% mlntr%r-1 positive slope oNoy from buildings. B. Utilities, I. Determine locations of underground utilities oral por$crm work In a manner which will avoid possibile domaee. Hon:1 excavate, IF required, to minimize possibility of damage to underground utfftles.. Z Coordinate work with Irrigation contractor to pr vert damage to underground Sprinkler system, A. Warranty For plants and trees shall be for one year ai'ter Final acceptance Replace dead materials and materials not In vlqorovs, thriving condition as soon as weather permits and on notification 69 Owners Rep. R_epiace plants, Inc,,,Jlne trees, which in opinion of Landscape, Architect have partlodu died thereby damaging Shape, size, or symmetry. B_ Replace plants and trees with Same kind and size, as oriqjnoIl~ Rlanted, at ri. cost to the Owner. Provide one-year warranty on replacement plonts. ­Ihe5e, 51--ovid be replaced at start of next plantlnc3 or digging Season. Ir surer cases, remove_ dead trees immediately. Protect Irrigation system and other piibirk' conduit or otli-a­ Nork during replacement. Fapolr any damage immediately, C. Warranty excludes replacement of plants after final acceptarv�e because of f lurw by storm, drought, draNnIng, hall, freeze, insects or cliscasoe. 11J D. At the end of the warranty period, staking and guying :rnator'o-6- If re-aluirao :,I-ioil be removed from the site. MAINTENANCEi A. Water: NIII be ovollol;4e an Site. Provide necessary hoses and other w0terinp equipment raqylredto complete work, mowing, Needing, Spraying, cleaning and replacing as nece5sorq to keep landscape In a vigorous, healthy condition and rake bed area--- as required. C. Following final acceptance, maintenance of plant material NT11 be,_-.orre the ONners responsibility. The Contractor shall provide ONnor a recommended mointenonce program. PAAT 2 - FV40�15 2.1 Pi -ANTS: A. Ouantities: The droMr,95 and ore, campfefflentc;-y: anything coHod for on one and not the, other is as binding as If shown and -_alhed For on lootJ-. The plant Schedule is on old to bidders only. r-onfrirm, ail c4uortities on plan. B. Plants shall be equal to Neil Formed No. 1 erode or better, symmetrical, heovlu branched with an even branch distribution, densely toi[otod and/or budded, onci 0 a strong, straight, distinct leader where trils, IS rinoracteristirs of species. Fi:tents shall possess a normal balance between hold �ht and spread. The Landscape - Architect Nill be the final arbiter of arcr-optablilty of count form, either befo,e, or after planting and shall be removed at the expense of the, Lon<;iscopor Cont actor and replaced with acceptable plants as C. Plants shall be healthy and vigorous, Free or disease, insect posts and their- eggs, and larvae. D. Plants shall have a Nell -developed Fibrous root system. E. Plants shall be, free of physical damage, Such as scrapes,bro ,r 5, broken or split ,,he S C3 Scars, bark ci&o5lons, Sun scolds, Fresh llrrib 4 cuts, 1 figuring knots, or other defects. F. Plants shall meet the sizes Indicated on the Plant List, Ahere a size or cancer range Is stated, at least 50% of the, material shall be closer in size to the too of the range stated. 6. Plants Indicated `5$B` Shall be balled and burlap ped. pod. Plants shall be nurs(_�,, grown unless otherwise specified in punt list. Galls 5hail be, firm, neat, slip " tapered and well burlapped. Non-blodogradable boll wrapping material Poot, be accepted. Any tree, loose in the, boll or P-ilth broken bolt as tine of plar,Vriq will be refected. Halls shall be ter (10") inches in diameter for each one. N'l inch of trunk diameter, measured six (&`) inches above, boll. H. Container grown plants shall be Nell rooted and established In the container In which they are growing. They shall have grown in the container For a sufflcier*t, length of time Par the root System to hold the planting modlum, t,,ihon taken Pron the container, but not long enough to become root bound. 2.2 501L PREPARATION MATERIALS. A. Foot Moss: Commercial rpha(3nvm moss or hyphum peat, or de, ,omposod 0,;r trash with pH, between 5 and 17. The, o ,,Ir. trash Shall be 5torljized to eliminate ali active residuals, I.e.Insectir, ides, pesticjdes, herbicides, fund defoliant chemicals, virus, and B. Pro mixed Solis Nil[ be considered as "approved e,u Is" rqlnen Samples ore - submitted with manufacturer's data and laboratory test reports. Approved suppliers Include vital Earth Complete Mix ou, Vital Earth Resources, Slaclawater, Texas and Acid faro Complete, Mix by Soil Building �7ustoms, InL., Dallas, Texas. C. 5oncfy Loom: 1, Friable, fertile, dark, loamy Soil, free, of clay lumps, subsoil, stones, and other extraneous material and reasonably free of weeds and foreign grosses. 5011 containing Vollisgrass or Nutgross Shall i:; -a rejected, 2. Physical properties or. follows: Clay - between 1-27 percent Silt - between 2e5-50 percent Sand - less than 52 percent 22 COMMERCIAL FERTILIZERi A. Fertilizer shall be, dellvared in rnonv-oraturer's Standard con-lalnel- printer manufacturer's name, material welght, and guaranteed analysis, Fertilizers ks`rn, N -F -K analysis other than that specified may be, used provided that the, op _, I Ic"-Ition rote per square foot of nitrogen, phosphorus, and potassium is eq�ual to that spoclfled. B. Commercial Fertilizer for FlantIng 5-_d5; Complete fertilizer, 5-i.0-115 element: ratio with minimum 5% sulfur and 4% iron plus micro -nutrients. G. Controlled -Release fertilizer planting tablets for tree plarrtifn<D psts, Shall !-,fl equal to Agriform 20 -IO -15 planting tablets or, manufactured by 51orrc. Chemical Milpitas, Callforr2 ci5055 or approved equal. 2.4 ML444 AM HEM;) EM MAT: Weed boner mat shall be provided for Full coverage of all shrub, groundcover, and bed areas. Rork mulch shall be shredded pine bark mulch or chips, ranging In size, From 1/4 -Inch to 1 -inch in size, medium Fire texture, 5" min, depth, PART 5 - EXECJJTION 9.1 CONDITION OF'SURFACESs A. Now bed areas will be left NIthin one, tenth of a Foot of finish grade by other trades. Contractor will be responsible, for raking and smoothing of grade. �5-2 514111111 PLANTINi5 A" All shrubs to be packet planted. Excavate plantinq hole 5" larger than the width and height of the root boil. Backfill with 1/5 compost, 1/3 native Sol[ and 1/5 sandy loom. P�ont vqhere located, setting plants with tops of bolls even with tops of and compact soil carefully around each plant boil. V1 for each giant thoroughly with hoses to eliminate air pockets. 6arel`ully prune, plants to remove dead or broken branches, various togs, and hand -rake bed areas to Smooth even surfaces, and mulch bed areas I inch deep., 54 PLANTIN6 A. Till , 2 inches minimum of thoroughly mixed prepared Soil or equal in all planting bed areas a -i s ollows: I. 1 part Sandy loom I port peat moss I part sharp sand Add 4 pounds commercial fertilizer per 100 5F of bed area and mix thoroughly. 5, Plant where located, Setting plants with tops of bolls even with tops of bods, and compact soil carefully around eachplant boll. Noter each plant thoroughly orouqhlq with hoses to eliminate air pockets, Carefully prune plants to remove dead or broken branches and hand -rake bed areas to smooth even surfaces, and mulch bed areas I Inch deep, �A TREE PLANTINiSt A. Plant ornamental trees in pits 12 -Inches larger than the root boll. Plant Shade trees in pits two feet greater In diameter than root boll and equal to depth of root boll. E. After excavation of tree pits, review water percolation. If tree pit does not drain adectvotoly prepare hole for, use with a tree sump. Point FVC stand pipe and cover dark green, After tree is installed, pump water out on a dolly basis. C. in the event rock or underground construction work or obstructions are encountered In any plant pit excavation work to be, done, under this section, alternate locations may be Selected by the Landscape Architect. Where locations cannot be changed the, obstructions shall be removed to a depth of not [or's than Six (&") Inches below bottom of boll when plant is properly set at the required grade,. The, work of this section shall Include the removal From the, site of such rock or underground obstructions encountered at the cost of the Landscape contractor, E:1 Prepare Sol] for planting by thoroughly mixing two parts sandy loam and one port peatmoss or other approved organic matter. If planting soil does not fall within the pH range of 5.5 to 7.0 add limestone or aluminum sulphate to bring soil into the specified pH, range, I E. Backfill tree pits with a mixture of 1/2 prepared soil and 1/2 existing site Soil. Lightly tamp every 6 -inches to fill all voids and packets. Anon pit is 2/5 full, Nater thoroughly and leave water to soak In. Place Fertilizer planting tablets per manufacturers recommendations. Complete i,:)ockfIIIIng and form a Saucer around the tree. F. Completely fill each tree Saucer with mulch to a depth of two inches. a. Contractor shall keep trees plumip until established. Guying and/or stoking to maintain that Flurrila condition sholl be, at the, Contractor's discretion. HoNever, IF trees are not plumb, the, Contractor will be reciiulred to guy and/or stake those trees in o method or-ceptobig, at no additional cost to the owner. 55 SEASONAL COLOR, PLAWINO- A. Beds 5ho11be excavated to a depth of 2 Inches. Sol[ shall be replaced with 100% Living Earth Technology Complete Mix or equal. B. Plant Nhare, located, setting plants with tops of bolls even with tops of beds, and compact 5oi' carefully around each plant boll. C. Water eocn punt thoroughly with hoses to -eliminate air packets. D. 0-orai'vily prune, plants to remove dead or broken branches and hand- rake bed areas to smooth even Surfaces and mulch bed areas I Inch deep. 5,6 CLEARP, rurirrq work, keep promises neat and orderly including organization of storage area. from removing Needs or rocks from planting Remove inciudine debrisrosuitin,:3 , ' areas, Frcioor!na beds or plontlna, plants from Site dolly as work progresses. Keep walk orisarea key sAeoping or hosing. eqV LAYNS PART I &ENERAL 1.1 SCOPE: Furnish all labor, totals, transportation, materials, equipment, supervision, etc., required to odeclyately establish a dense lawn of permanent grosses, free from lumps and depressions 05 Indicated by plans and specifications. Rcdo any port of the area Falling to show uniform cover until a dense IoNn is established cost The , I, I OF miscellaneous labor and materials for topsoil, Needing, tilling, pest control, fertilizinq etc, are not separate pay items and shall be included In the bid price for grossine, 1-2 RELATED Y40W SPECIFIED ELSEP4HERE: A. Irrigation System B, Landecapin'3- IP MAINTENANCE OF GRASS - The contractor shall maintain the gross until final acceptance. Such mointenonce shall include spraying, Needing, cultivation, fortilizing, watering, disease and Insect control, lop dressing ION spats, plus any procedures consistent with horticultural practice necessary to Insure normal, vigorous, and healthy gross. 1.4 JOB CONDITIONS: A, later: Y`1111 be ovailoble on site. Provide necessary hoses and other watering equipment required to complete Norl,,-. B. Lawn areas iNili be left within 1/10 of a foot of finish grade by other trades, Fine grading, roill,,In�g and smoothing will be the responsibility of the contractor. 1-5 SC' HEDULE -. 'A, Seeding/In9dronnuiching - Bermuclogross. Complete only between May I to August 51 under- favorable conditions. (Norm 5&,o5on) Seedinc3/hydrorr.uir-hing. - Perennial Ryegro5s: Com,plet-e only between September to April 50/ except at front of project, as determind by owner, under Favorable, ijmatic conditions. Sodding: Sod bermudo between March 15 and September 50, Between October I and March 14 averseed sod with Perennial r -ye, under favorable conditions. (Use nursery overse-eded sod, in lieu of seeding after Installation, If available.) Z�I Ovallficaton5: Due to unseasonable weather, the above, dates may vary; noviover, do not proceed with grassing operations beyond these dates without ,assuming full responsibility for a stand of gross. 1.6 ACCEFTAW_,E: Ine Nork, will be, accepted Nhen a completed, undamaged stand of gross is ochiavad, as opp,roved by the, Owner'sRepresentative. A" Bermuda C-2roee: Extra Fancy, hulled and treated, lawn type seed, delivered to site in origin al, unopened containers meeting reaulrements of Texas State Seed LaN, Minimum purity germination 140 percent. 5- Annual Ryegrass: Extra Fancy, hulled and treated, IoK4ri type seed, delivered to site in original, unopened containers meeting requlrements of Texas State Seed i 2 ave. Minimum purity germination q0 percent. 2 2 TILIZER. Fa-`,iIlzer shall be, organic base, uniform in composition, dry and free flowing. Deliver F__rrj.il � iter to elte, in original, unopened pened containers, each bearing manufacturer's guaranteedrn stoteant of analysis. A. First appiicatlom 12-12-12 element percentage with minimum 5% sulfur and 4% -iron, plus micro nutrients. B. Second application: 3:1:2 element ratio. Nitrogen source to be a minimurn L' 50516 slow release organic nitrogen (SGU or OF::) plus minimum 6% sulfur and 4% iron plus micro nutrients. PART 5 - EXECOTION 5.1 PREPARATION - A. Scarify IoNn areas where excessive compaction Is greater than 55% Standard Proctor to a depth of 4 -inches by discing or rototilling. Repeat cultivation as rewired to thoroughly loosen soil. B. Leave areas free of Needs and ready for Final grading. C. Provide barricades around scarified areas to prevent compaction by construction vehicles. 5-2 FINAL &RAVINi9-. A, Remove, from site and legally dispose OF stones 5/4 -Inch and lorger, sticks and other debris exposed during this operation. eProvide finish grading leaving surface uniform without depressions and undulations, graded approximately 1 -Inch below paving. 5�5 HERBICIDE; Apply herbicide to remove any remaining vqeed5. This work 15 to be performed by a licensed applicator FolloNing the manufacturer's recommendations. S.4 FERTILIZER: A. Place first application with hydromulch at rote of 12 pounds per 1,000 square feet. 5, Uniformly distribute, second application using a rotary type Fertilizer spreader 3-4 Nooks after first application at 12 pounds per 1,000 sqyare, feet. �3.5 HYVFWHULOIS/ 5I!3WIN(5-. A. At the time of hydromulch/seedInq soil shall be moist but not muddy, and wind velocity shall not exceed ten (10 miles per hour. Add voter if required to moisten soil, B. Hydromulch seed uniformly at the rote of 2 pounds of Bermudogro55 seed per 1,000 sqvore feet. C. Add tockifier to hydromulch mix for slopes 5-1 or greater at the rote of I lb. per bog of mulch. D. Use a 4' x V batter board against bed areas, 5.6 t--ECI4ANICAL SEWN& Seed uniformly at a rate of 125 pounds of Bermudogro5r, seed per acre, or 550pound5 of Ryeerass per acre. Use gross drill, Brillion seeder, or viking roller. B."I 50LID 900- A. Solid Sod: Plant gross by hand, edge to edge with staggered joints. Topdress with sharp sand raked in carefully to fill joints. Roll to eliminate undulations and provide complete- roll rontoat. B. Fertilizing: Fertilize immediately after gross is planted at rote, of 4 llos.per 1,000 square foot. Repeat fertilizing at the some rate 3-4 weeks later, 9Z E5TA5LI5HMrW AW MAINTENANCE OF LAM AREAS. A. Natering-. 1. Nater IoNn areas immediately after grossing operation. 2. Continue, NoterIng as required to keep soil uniformly moist to a minimum depth of 4 -inches, 5. Be alert to over -watering newly planted gross, particularly In heavy cloy Bolls. 5Rep I ontling/Ero5 ion Control: 1. Correct any erosion that may occur during the establishment of gross, 2. Reseed (sod) any areas not shopqlre sufficient growth within 5 weeks after initialgrossing. Continue seeding (!Soddinq) until a stand of gross is achieved. 5. A stand of gross will be defined as a uniform cover of actively growing turf, C. Mowing/Need Control: 1. Mow lawn areo5 weekly until 0 stand of gross 15 achieved. Begin mowing when the JoAr reaches a height of 5 -inches; set mower to cut at 2 -inches. A minimum of two moorings is required. 2. bleed Iowan areas until acceptonrse, removing all foreign vegetation, either by hoeinoor pulling, if approved, herbicide spot treatments may Be used. 5A CLEANLF-. During work, keep premises neat and orderly, Including organizotion of 5toroge, areas. Remove troch, Including debris resulting from removing Needs and rocks from site daily as work progre,i:5es. Keep paved oreos, clean by sweeping or hosing, END OF L.AM TION # L# 4' HI&H ORAN(5E PLASTIC r-ENCIN& K/ T­FO5T5 AT V -O" O.C. MAX, EXISTING TREES L EXISTIN& TREES KTHIN CONTRACT LIMITS ARE 5HONN ON THE- DRAAIN&S. ALL TREES TO BE PRESERVED SHALL BE FLAI:56EP BY THE DEVELOPER IN17H 5RI6H7LY COLORED \/IN*-rL TAPE NIRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF APPROX. FOUR FEET OR MORE SUCH THAT THE TAPE 15 VISIBLE TO NORKER5 ON FOOT OR DRIVIN& EQUIPMENT. :2. PROTECT ALL INPIVIQUAL TREES OR 6ROUP5 OF TREES TO BE PRESERVED BY, ERIECTIN& A BARRIER AROUND EACH TREE OR GROUP OF TREES. INSTALL AND MAINTAIN BARRIER AT TREE PRIPLINE. BARRIERS SHALL REMAIN IN PLACE AT ALL TIMES. 3. A7 NO TIME SHALL THE PROTECTION FENCE BE MOVED UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETED. 4. CONTRACTORS SHALL NOT PARI, CLEAN TOOLS AND EQUIPMENT OR STORE MATERIALS NITHIN THE DRIFLINE OF ANY TREE. 5, ALI- ROOT5 OVER I" IN DIAMETER SHALL BE CUT CLEAN KITH A HAND SAVq. M W ED 151 AF5 `0 % REVISIONS M Li (D 0 0 0 (0 LJ 00 r__ X LJ00 L0 :D 00 Z CD LLJ I > O M < CKD C\J < - DRAWN BY, GRI CHECKED BY: GRI DATE: 09-27-06 NUMBER 7RAN16e PLA5TIC MT -POSTS AT �. MAX. LOCATE FENCE MIN. Z -O" E 15TINC7 TRJ- 5 FROM DRIPLINE OF TRZE. 1. EX15TIN6 TREES V41THIN CONTRACT LIMITS ARE 5HOYiN ON THE PRAYIIN&S. ALL 71REE5 TO 5E FRESER\/EV SHALL BE FLA66ED 5T' THE PE\/El-OPER KTH E3RIrvHTL)' COLORED VINYL TAPE ARAPPED AROUND THE MAIN TRUNK AT A HEI HT OF APPROX. FOUR FEET OR MORE SUCH THAT THE TAPE 15 VISIEBLE TO VqORKER5 ON FOOT OR DRI VIN& EQUIPMENT. 2. PROTECT ALL INDIVIDUAL TREES OR GROUPS OF 7REE5 TO eE PRESERVED f3Y ERECTING A 5ARRIER AROUND EACH TREE OR CROUP OF TREE -5. INSTALL AND MAINTAIN BARRIER AT 71REF DRIPLINE. 5ARRIER5 SHALL REMAIN IN PLACE AT ALL TIMES. 5. AT NO TIME SHALL THE PROTECTION FF -NCE BE MO'�D UNTIL A -IL CONSTRUCTION ACTIVITIES ARE COMPLETED. 4. CONTRACTORS SHALL NOT PARK, CLEAN TOOLS AND EQUIPMENT OR S0RE MATERIALS KTHIN THE DRIPLINE OF ANY TREE. 5. ALL ROOTS OVER I" IN DIAMETER SHALL 5E CUT CLEAN KITH A HAND SA . 7REE PROTECTION FENCE AND NOTE5 50ALE N.T.5. 9; lt;'x"A Lil PROTEOTEII� TREE �-o REMOVED PUE To 09-27-06 PAVEMENT, 5JILDIN(5 1 OR, 6RADIN&. ui ------------- L n - V) REPLACENT 7lzZEE > R-REVOAK ED -I- P=0HINE5E M - L C,=CEVAR, ELM m 9 Lill I U I I - Ei -033 - - !22 6 /2 3 5 A� Zslo 1 z�.239 AD 4 1 1 \232' _(f5 �?7 7 AE3 3\ A L331 A33 0 6 332 I= FWjPTEOTION 3 4 L FEND PET. ,�iE 3 8 A r, 080 237 2�aJ3­ C24 132 7�1 -- -- --- -- ------- Al�l �C7 0 029 M 7— C28 L\2 3 6 079 86 ABSTRACT 1083 078 31 /":'ohl07 02 Z�ll B 7 TRACT 2B - L 075 n�3 10 4 A 074 -�3 o76AJ 2 1 9 `i plg b77 244 134 ji A, 072 33 `SFY z�2 .... ..... .. Aa�<6 0309 Al% 46 40 �ll 0 071 (C) ��3 4 4 0 4 5 3 & 41 A 7 &142 ZV 0 031 2 0 4 " j L/ '�' t ?�� , 69 4 4 15 2 ��e T 5. -40 4 7 - .... .. Ap /\l 4 034 (D254 25 -------- 9:g A 91b 179A \'-,' M91 (D-53 62 8 7 038 !2�6 7 C) Q 6 !S2 9 4 4 Ll 78 0 298 A295 85 L348 2D 6 - 5 ln�4 4 0 (D41 A 2 841766 297 4 A4 4 1 Z160 301 hes 26 A42 L4 4 2II A4 4 Z�4 26 3 pp 8 Z" - 11�2 6 9 1303 e2 -� ---(D45--- - 3L9 A I I 1, /'% A Ll 7 2 Z I - zV 7 \\ \ Z 372 A2a066 387 t�o2 6's. �011 0381 0382 76,z C) Lil CHECKED BY: �-o DATE: 09-27-06 ro 0) ui Q L n - V) C:) > LLJ ED -I- LLJ M CD CL LLJ C) CD Ld (D ::D Qo L'J Lijcn r- 5 V) < < Lij X u < L'J CO C) C) CL 0 LLJ u- u - LAJ cr > `Ecco 0 < af ;-o < :2 < —, C) GRI CHECKED BY: �-o DATE: 09-27-06 ro ui Q L n - z C:) > < LLJ U-) CL LLJ Lij Lu V) < > Lij CL u C) u- u - 0 REVISIONS '0: FU 75% SET 09-07-20M ISSUE FOR C004STRUCTION 12-01-2006 UPDATE TREE SURVEY 12-13-2006 ADD WALL/SAVE & ADD TREES 01-12-2007 DRAWN BY: GRI CHECKED BY: GRI DATE: 09-27-06 SHEET NUMBER ...... ........ ..L .'� V' vT } Ati� °v IN I l RAIN Afit" EASEMENT LINT C? 1D' WAtL' E -V7r�i Il AGREEMENT- r�A.�- r9U \\ VOL. 16188 .'^ 30 .f h \ GINNING t' -- -LL"rr - -�? __. :�I wa er—Orr r 1 5 n- '_-_-.� _�a=_ •Z.. '--- 5'R17 t ) - VICINITY MAP `¢ es 4450 --EAST u 1.65'� '_4,0 00, R.OW. DEDv - LEGEND •, ✓ + V •A , VOL ^'135. PPP. 1881 'P - 4t L 4tL 25� B. T Existing Contour . -0"SS— — Proposed Sanitary Sewer VOL. 1g 88' EtrIENT 6RAINA A EMF[�tTlT 3031 } ,I!„ Irl co, J �} �'�F` s \ \y (by T+ils P�ti.T i t ia+� ` 97 - Proposed Contour o Existing Sanitary Sewer MH 31(31 „.-1._.... }_~ l �-\� ,\1` - \ 1z VOL 16 3� I' a € € LLL _.. - �,`5 /j_- - 24, _. _, •-9�� \ ` \1 } �\ .'1...,..ti.. .� S i 1.`�+11}L................... . .. .... ..........O1 ... ...,,......,,.................. ,......... ,,....... ,......_...... ,...... - h Existing Power Pale O Proposed Snitary Sewer MH I m f - - _ --- Proposed Storm Sewer Main /I let Water Easement and Size LMI:.NTI _.1 l ��• �7 - - - -�bn --.. - wE DEED IINE . BLOgK-•,i \ l l \� 1 11} a Existing t M I 1 l `, r n lox \ .,. �- - w2 �` _ O/2l5" B /lrbi�G DFA Construct Barrier Free Ram € JJ. �._ ill .. � �A � Wa er ain P I �,l lilil 11 m 7 1 1 TONE BRI GE OAK ! SETBACK LINE. ?I °° > s r } 1 I } } S -- - - - e"w - Proposed Water Ma1n 7w-4g3,g Eley at Top of Proposed Retaining Waft AUDI ON I O la \ 7' Dw=aess Ground Elev at Bottom of Retaining Wall u - Qi1y aRflW. DEED 9 O - n _ - �` �7 T r 1- 3D ASF ?\ (,^ hh RC1 7 . (PROP SED) -� \s. -� , I } 1 8 N VRI $90, PG. 1606 i- Existing FIra Hydrant _' ` \ _ W� ff hV:. i EL `5 '�1 rfl �'�� �•. - -�- d Are t Approximate Single Lamp Poet Location EjifSTliti71VIiTt"2"i�9-jy E o, Propose Hydrant Storm Sewer By OthersIM) 6' TALL 031 E \ -a1 �- - _ - OFF�GE Bl.�1L-DING, - - \, \ (n, i FL - �.`.�1 ? J \ ,3.trQ Approximate Rouble Lamp Post LocatSon -6APEIN€- \ I -1 26 l�t.ty ]. D206328958 ,, _ \ 1.� `- \. € r : eJ - fEA MEN} P p aed Fira Lane - 4 . g� 3 r o EXIST? 2ONIN `POOi ' Proposed Irrigation Water Meter o 0 58 AC S a Y \ L.\ \ �E1Y, rIr� ,EAT o. p o 1T ZG3Nl1 PCS - \ Proposed flush Valve Proposed Sidewalk / �� .•� 2 ,,,- 3`R -. _ Existing Saritary Sewer a +.+ Proposed Retaining Wall r Z � -0 � �� C R• �,�� - ��� / 1 />� J.O'.I' ) +'~� -'yam fes. - 20' X C0ORNER LIP NOTE: S.F.?_9.0bA71CFJ1 ALL DIMENSION ARE TO FACE OF CURB UNLESS � - o - j Sho - y._. s. ' ( 00 . ,.Ce ACRks) OTHERWISE NOTED. �� �� SIGHT / s i (STAN 5wl tt\_ .... �E ALL RADif ARE 3' UNLESS OTHERWISE NOTED. Yo\\ r D ALL SIGNAGE REQUIRES FINAL APPROVAL BY D IMAGE ABM~T - 1- � - ',---- ..]-- 1 �.. _'. _ _ // i �s,Y.- .....- - - _ / 'n v SEPARATE PERMIT BY BUILDING INSPECTIONS AA� Eta I� I 1 - \ `/. is _ _ -ar' i voL tat} , - DEPARTMENT. VOL. 1 39 , P("1.0fto '^ i1 - 1 l S19AIRBFE� .. --, ................ ._.,....,,,....... __....... —_. p St vi o�'�"'i: _ �ED LINE, . .'h Y'1 / - CASE NAME: 1 S. wj _ -- CASE NUMBER: t• V°. ``- ^ f 8 \ 1 I �' �� 9� , r' ig \ +`w \ LQCATION: 6 V\` ~ o + f f L ,,. els \aF 9 1 OIJ \ _ Y I o''`�°<- a\ ,. / \ 1F4 iJJr(' ♦ \ I�,AYUR SE TARY� 'Lr�!�'";s�\Qo �`��� je<e� 4\�KuN`'---s�\3[y�1 scq �_.. \ 3.7r \ \ PLANNIN' ZO TNG COMMISSION / w !•J yre{B1 PLAT}--\ e -��45 \-� �' ��� art I'jjrf f',� taF r.'r- �111�a -�' I '/////f .+a." - J -I--- kt }\ ` CHAIRMAN �♦ ` i - /1' � \\�,r`\� \ 1� 1 _._ _ 11 '547. PROP.�b' 1s �� `\--1 j Jl rt! \ \ \ ��-- \ \ \ \ \ 12:O.W, �EED oAT>_:- ---- sI�SD W% ODU ENCS r f 1 ' 1 \ VOL 8504-- G 366 DATA SUMMARY TABLE LOCAnow STATE TIGHwAY .7Ga, NoRTk Or GLAar ROAD PRESENT ZONING: PCD PRESENT USE: VACANT PROPOSED ZONMO: CCD ALREADY TONED PROPOSED VSE. Crr10E BUILDING AMD ASSOCIATED DRiWS/PARKING GROSS LOT MEA: 96.106 S.F. OR 2.206 ACRES NET LOT AREA: v6jcs S.F. ON 2206 ACRES n UILnING AREA' 21.230 S.F. LOT COVERAGE: 22.09% PARKING REQLAREn (COMMSROAQ) 3 r $ SP PER 300 BLDG Si' 5 3 (20.000 Sr/ Sae SF) ; 72 SPACESf PARKING PROMN 4 SPACES (1.6Wd.. h.ft-P) HANDICAP PARKING PROVIn 4 SPACES \\ \\ STONE Vk1i/ `\ ✓' ' \ l SHED --- of L \' FINAL SITE PLAN AP ROVAL DOES NOT AUTHORIZE ANY WORK \ .\•1C�G NTN} 1MF_1 \�� - \\\ \ \ IN CONFLIORDINANC ORDINANCES. CODES 017 OFRCES GRAPEVINE 360 DR AINAG[`F SEK -NT - LOT 1, BLOCK 1 \ �I S 'LE\ \ ' :mac X V'] - 1 019'r . C 53; . - °�' O� / i}FPARTMENT Of DEVELOPMENT SERVICES DOC L f3 36328958 \ - _. SANriZRYs SL)i% LA MEN t° \I �'� ,4 AN AQQ1110N TO THE CITY OF GRAFENNE '2�'�8 \ACRES, \\ n ° l ' ysVot, \}1.9, '- \ SITE PLAN EXF5i1NG XOfpNO PCD CITY OF GRAPEVINE APPROVED A 2.206 ACRE TRACT OUT OF THE G.W. MINTER SURVEY, ASST. NO. 1083 a SHEET'_. E OF_ APPROVAL DOES NOT A1UTH0- CITY OF GRAPENN£ TARRANT COUNTY, TEXAS RIZ,E AHY WORK IN CONFLICT WIT -I A!NV CODES OR OR POYNTER SCRIFRES COMPANIES OWNER a vv 1600 ewr Lamar Boulevard, Sutte 240 REVISIONS �` FX15rINx, i N i v P"'l" v DEPARTMENTOF LL\ Re dErgn `l7avel 1_ine i C =E 1T,,UNiTY DEVcI.OPNSENT LOT 1, BLOCK 1 v DEVELOPER � PE'""""'••., The seal appearing this an document was authorized SOUTi)E:Rht BAPTIST ('ONENTION 1600 Lamar Boulevard, Sulte 240 Arlington, TX 78011 ,�,• (617) 394-1590 i .: .,.' MELODIE E. GE.SLER ADD#TION CAB A SLIDE 79072C I,II'd nc', dl 2U T T a sd k}\ = De'ete A Pn inq Spaces North of EisEdng - -- i r A`t.\- "( , .I:: 7) ] `• , ',,/ Vi'PI i . I., 5 4c Adda Pnrkarg spaces west ," offense under the Texas 6 7, RytoWng Wall Deleted Accordingly ...... ........ ..L .'� V' vT } Ati� °v IN I l RAIN Afit" EASEMENT LINT C? 1D' WAtL' E -V7r�i Il AGREEMENT- r�A.�- r9U \\ VOL. 16188 .'^ 30 .f h \ GINNING t' -- -LL"rr - -�? __. :�I wa er—Orr r 1 5 n- '_-_-.� _�a=_ •Z.. '--- 5'R17 t ) - VICINITY MAP `¢ es 4450 --EAST u 1.65'� '_4,0 00, R.OW. DEDv - LEGEND •, ✓ + V •A , VOL ^'135. PPP. 1881 'P - 4t L 4tL 25� B. T Existing Contour . -0"SS— — Proposed Sanitary Sewer VOL. 1g 88' EtrIENT 6RAINA A EMF[�tTlT 3031 } ,I!„ Irl co, J �} �'�F` s \ \y (by T+ils P�ti.T i t ia+� ` 97 - Proposed Contour o Existing Sanitary Sewer MH 31(31 „.-1._.... }_~ l �-\� ,\1` - \ 1z VOL 16 3� I' a € € LLL _.. - �,`5 /j_- - 24, _. _, •-9�� \ ` \1 } �\ .'1...,..ti.. .� S i 1.`�+11}L................... . .. .... ..........O1 ... ...,,......,,.................. ,......... ,,....... ,......_...... ,...... - h Existing Power Pale O Proposed Snitary Sewer MH I m f - - _ --- Proposed Storm Sewer Main /I let Water Easement and Size LMI:.NTI _.1 l ��• �7 - - - -�bn --.. - wE DEED IINE . BLOgK-•,i \ l l \� 1 11} a Existing t M I 1 l `, r n lox \ .,. �- - w2 �` _ O/2l5" B /lrbi�G DFA Construct Barrier Free Ram € JJ. �._ ill .. � �A � Wa er ain P I �,l lilil 11 m 7 1 1 TONE BRI GE OAK ! SETBACK LINE. ?I °° > s r } 1 I } } S -- - - - e"w - Proposed Water Ma1n 7w-4g3,g Eley at Top of Proposed Retaining Waft AUDI ON I O la \ 7' Dw=aess Ground Elev at Bottom of Retaining Wall u - Qi1y aRflW. DEED 9 O - n _ - �` �7 T r 1- 3D ASF ?\ (,^ hh RC1 7 . (PROP SED) -� \s. -� , I } 1 8 N VRI $90, PG. 1606 i- Existing FIra Hydrant _' ` \ _ W� ff hV:. i EL `5 '�1 rfl �'�� �•. - -�- d Are t Approximate Single Lamp Poet Location EjifSTliti71VIiTt"2"i�9-jy E o, Propose Hydrant Storm Sewer By OthersIM) 6' TALL 031 E \ -a1 �- - _ - OFF�GE Bl.�1L-DING, - - \, \ (n, i FL - �.`.�1 ? J \ ,3.trQ Approximate Rouble Lamp Post LocatSon -6APEIN€- \ I -1 26 l�t.ty ]. D206328958 ,, _ \ 1.� `- \. € r : eJ - fEA MEN} P p aed Fira Lane - 4 . g� 3 r o EXIST? 2ONIN `POOi ' Proposed Irrigation Water Meter o 0 58 AC S a Y \ L.\ \ �E1Y, rIr� ,EAT o. p o 1T ZG3Nl1 PCS - \ Proposed flush Valve Proposed Sidewalk / �� .•� 2 ,,,- 3`R -. _ Existing Saritary Sewer a +.+ Proposed Retaining Wall r Z � -0 � �� C R• �,�� - ��� / 1 />� J.O'.I' ) +'~� -'yam fes. - 20' X C0ORNER LIP NOTE: S.F.?_9.0bA71CFJ1 ALL DIMENSION ARE TO FACE OF CURB UNLESS � - o - j Sho - y._. s. ' ( 00 . ,.Ce ACRks) OTHERWISE NOTED. �� �� SIGHT / s i (STAN 5wl tt\_ .... �E ALL RADif ARE 3' UNLESS OTHERWISE NOTED. Yo\\ r D ALL SIGNAGE REQUIRES FINAL APPROVAL BY D IMAGE ABM~T - 1- � - ',---- ..]-- 1 �.. _'. _ _ // i �s,Y.- .....- - - _ / 'n v SEPARATE PERMIT BY BUILDING INSPECTIONS AA� Eta I� I 1 - \ `/. is _ _ -ar' i voL tat} , - DEPARTMENT. VOL. 1 39 , P("1.0fto '^ i1 - 1 l S19AIRBFE� .. --, ................ ._.,....,,,....... __....... —_. p St vi o�'�"'i: _ �ED LINE, . .'h Y'1 / - CASE NAME: 1 S. wj _ -- CASE NUMBER: t• V°. ``- ^ f 8 \ 1 I �' �� 9� , r' ig \ +`w \ LQCATION: 6 V\` ~ o + f f L ,,. els \aF 9 1 OIJ \ _ Y I o''`�°<- a\ ,. / \ 1F4 iJJr(' ♦ \ I�,AYUR SE TARY� 'Lr�!�'";s�\Qo �`��� je<e� 4\�KuN`'---s�\3[y�1 scq �_.. \ 3.7r \ \ PLANNIN' ZO TNG COMMISSION / w !•J yre{B1 PLAT}--\ e -��45 \-� �' ��� art I'jjrf f',� taF r.'r- �111�a -�' I '/////f .+a." - J -I--- kt }\ ` CHAIRMAN �♦ ` i - /1' � \\�,r`\� \ 1� 1 _._ _ 11 '547. PROP.�b' 1s �� `\--1 j Jl rt! \ \ \ ��-- \ \ \ \ \ 12:O.W, �EED oAT>_:- ---- sI�SD W% ODU ENCS r f 1 ' 1 \ VOL 8504-- G 366 DATA SUMMARY TABLE LOCAnow STATE TIGHwAY .7Ga, NoRTk Or GLAar ROAD PRESENT ZONING: PCD PRESENT USE: VACANT PROPOSED ZONMO: CCD ALREADY TONED PROPOSED VSE. Crr10E BUILDING AMD ASSOCIATED DRiWS/PARKING GROSS LOT MEA: 96.106 S.F. OR 2.206 ACRES NET LOT AREA: v6jcs S.F. ON 2206 ACRES n UILnING AREA' 21.230 S.F. LOT COVERAGE: 22.09% PARKING REQLAREn (COMMSROAQ) 3 r $ SP PER 300 BLDG Si' 5 3 (20.000 Sr/ Sae SF) ; 72 SPACESf PARKING PROMN 4 SPACES (1.6Wd.. h.ft-P) HANDICAP PARKING PROVIn 4 SPACES \\ \\ STONE Vk1i/ `\ ✓' ' \ l SHED --- of L \' FINAL SITE PLAN AP ROVAL DOES NOT AUTHORIZE ANY WORK \ .\•1C�G NTN} 1MF_1 \�� - \\\ \ \ IN CONFLIORDINANC ORDINANCES. CODES 017 OFRCES GRAPEVINE 360 DR AINAG[`F SEK -NT - LOT 1, BLOCK 1 \ �I S 'LE\ \ ' :mac X V'] - 1 019'r . C 53; . - °�' O� / i}FPARTMENT Of DEVELOPMENT SERVICES DOC L f3 36328958 \ - _. SANriZRYs SL)i% LA MEN t° \I �'� ,4 AN AQQ1110N TO THE CITY OF GRAFENNE '2�'�8 \ACRES, \\ n ° l ' ysVot, \}1.9, '- \ SITE PLAN EXF5i1NG XOfpNO PCD CITY OF GRAPEVINE APPROVED A 2.206 ACRE TRACT OUT OF THE G.W. MINTER SURVEY, ASST. NO. 1083 a SHEET'_. E OF_ APPROVAL DOES NOT A1UTH0- CITY OF GRAPENN£ TARRANT COUNTY, TEXAS RIZ,E AHY WORK IN CONFLICT WIT -I A!NV CODES OR OR POYNTER SCRIFRES COMPANIES OWNER a vv 1600 ewr Lamar Boulevard, Sutte 240 ei 394.1890 ( 7T DEPARTMENTOF Arlington. TX 7801T i C =E 1T,,UNiTY DEVcI.OPNSENT POYNTEit SC}ZIFRES COMPANIES v DEVELOPER � PE'""""'••., The seal appearing this an document was authorized 1F'r IUVAI_ 1JAIF,_ _ _ ..k ti .(�L.u(�.�rr,cf 1600 Lamar Boulevard, Sulte 240 Arlington, TX 78011 ,�,• (617) 394-1590 i .: .,.' MELODIE E. GE.SLER b Melodie E. G6.ler, P.E. 86485. Alteration of a '30011.1d document tf (a's iv !_ t ° j E/ r gt JONES & BOYD, INC. ° �� 0 � _:.lhVEYt�i�EiYNEER ""86495""""" 410E0D without proper notlFlcatlon to the responsible engineer is an U 17090 QaSlee Parkway, Suite 200 Dallne, Texas 75248 r (972) 248-7876 1l3MAL, offense under the Texas " Engineering Practice Act. MARCH 6, 2006 COUNCIL DATE. APRIL, 2006 Sheet 1 of 1 0 1ljN4 n✓I r/-� !1-^r...f(i'-ri f'r,9 �'r�-4 .a/ n �