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HomeMy WebLinkAboutCU2000-22I I VIII AP,� 13 T E A S r C I TY OELLG - EVINE CONDITIONAL USE APPLICATION Form "A" PART 1. APPLICANT INFORMATION Name of applicant /agent: Jones C. McConnell Jr. HHArchitects Street address of applicant/ agent 14951 Dallas Parkway, Suite 200 City /State /Zip Code of applicant /agent: Dallas, Texas 75240 Telephone number of applicant /agent Fax number of applicant / agent: (972) 404 -1034 (972) 404 -1036 Applicant's interest in subject property, Architect contracted with Owner PART 2. PROPERTY INFORMATION Street address of subject property 422 Church Legal description of subject property (metes & bounds must be described on 8 1 /2 "x 11 "sheet) Lot 1R, Block 1, Lot 1, Block 2, Lot 1, Block 3 First United Methodist Church of Grapevine Size of subject property Addition 10.01 Acres 436,030 Square footage Present zoning classification: Proposed use of the property., R -TH I Church Minimum / maximum district size for conditional use request 1 acre (minimum) Zoning ordinance provision requiring a conditional use: Section 20., C., 5. PART 3. PROPERTY OWNER INFORMATION Name of current property owner. First United Methodist Church Street address of property owner. 422 Church Street City/ State /Zip Code of property owner. Grapevine, Texas 76051 Telephone number of property owner. Fax number of property owner. 817 481 -2559 (817) 488-3514 Q Submit a letter describing the proposed conditional use and note the request on the site plan document Q4 In the same letter, describe or show on the site plan, and conditional requirements or conditions imposed upon the particular conditional use by applicable district regulations (example: buffer yards, distance between users) ® In the same letter, describe whether the proposed conditional use will, or will not cause substantial harm to the value, use, or enjoyment of other property in the neighborhood. Also, describe how the proposed conditional use will add to the value, use or enjoyment of other property in the neighborhood. ❑ Application of site plan approval (Section 47, see attached Form B' . ❑ The site plan submission shall meet the requirements of Section 47, Site Plan Requirements, and Section 45.E. ❑ All conditional use and conditional use applications are assumed to be complete when filed and will be placed oR agenda for public heering at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. ff Ii Al? 11 ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be k96QOthe next public hearing. Public hearings will not be tabled. ❑ Any changes to a site plan (no matter how minor ormajor) approved with a conditional use or conditional use permit can.vnly pe approved by city council through the public hearing process. El have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this application have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY n Print The State Of_ T X 0,5 County Of l cd l Q S I Before Me S Il ,t `VLC( on this day personally appeared 5 G • c (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed tl MffWrforthe purposes and consideration therein expressed. (Seat) Given under my hand and 1'j� day of A. D. W60 o J'> g = Notary In d For State Of Texas Print Property Owners l CL — s The State Of_ _ P 1Cr _g ° G F, U, Nl , G , County Of_ q r o.r-� Before Me of � , �. ,, on this day personally appeared M Q J T , (notary) r (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this -L- day of A. D. 0—) �L A Nc:zr. Notary In And fate Of Texes : u V�Y� Opp 2000 T X A S CITY OF GRAPEVINE >E SITE PLAN APPLICATION Form "B" PART 1. APPLICANT INFORMATION Name of applicant/ agent., Jones C. McConnell, Jr., HHArchitects Street address of applicant/ agent: 14951 Dallas Parkway, Suite 200 City /State /Zip Code of applicant/ agent.- Dallas, Texas 75240 Telephone number of applicant/ agent: Fax number of applicant / agent: (972) 404 -1034 (972) 404 -1036 Applicant's interest in subject property: Architect contracted with Owner PART 2. PROPERTY INFORMATION Street address of subject property 422 Church Street, Grapevine, Texas 76051 Legal description of subject property (metes & bounds must be described on 8 112"x 11 "sheet) Lot 1R, Block 1, Lot 1, Block 2, Lot 1, Block 3 First United Methodist Church of Grapevine Size of subject property Addition 10.0lAcres 436,030 Square footage Present zoning classification: Proposed use of the property: R -TH Church Give a general description of the proposed use or uses for the proposed development: church- , Zoning ordinance provision requiring a conditional use: Section 20. , C. 5. PART 3. PROPERTY OWNER INFORMATION Name of current property owner: First United Methodist Church Street address of property owner: 422 Church Street City / State / Zip Code of property owner.- Grapevine, Texas 76051 Telephone number of property owner.- Fax number of property owner.• 817 481 -2559 817 488 -3514 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 (1 blueline copy) If a master development plan is required, attach a statement showing the proposed use substantially conforms to the master development plan. X) Submit a site plan showing all information required by Section 47.E., Site Plan review requirements (see attached requirements). ❑ Provide all required information demonstrating compliance with all conditions imposed on any conditional use, site plan zoning, or conditional use zoning. ❑ All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a conditional use, 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: p icant's Signa re: �I.ZES G. MGGO�1f ly(, R- The State Of Q J� Ck r7 County Of -Do—U06 Before Me _ elck�k S l V1�1 on this day personally appeared a ul-j C' LNGC[l{ Lta c (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. yt,,�rbYiPf��i d�� (Seal) Given under my hand an ;o i q�fi �� day of J .,A.D. 2060. s o • _� at,� o i • o Notary In And F r State Of Texas Print Property Owners Name: Prop Ow is Signature: 7-25` Z����`� 6 -1 {'-xk l�i�.i) �� �E`t1/�L' c�i �:� L t1GA C•l �-, c.1,u ; �r 1 d�u 5 e � s The State Of _T.eY 6(,-5 M tC' m,c , County Of f Before Me c> r\ nA , �cc �Z G� on this day personally appeared t �1�i1 S� (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. 9 (Seal) Given under my hand and seal of office this day of V, A.D. o2G`7r`2� Notary In And For State Of Tex' � A PF� t� 2000 ACKNOWLEDGEMENT All Conditional Use and Special Use Applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. Any changes to a site plan (no matter how minor or major) approved with a conditional use or a special use permit can only be approved by city council through the public hearing process. Any application for a change in zoning or for an amendment to the zoning ordinance shall have, from the date of submittal, a period of four months to request and be scheduled on an agenda before the Planning and Zoning Commission and City Council. If after said period of four months an application has not been scheduled before the Commission and Council said application shall be considered withdrawn, with forfeiture of all filing fees. The application, along with the required filing fee may be resubmitted any time thereafter for reconsideration. Delays in scheduling applications before the Planning and Zoning Commission and City Council created by city staff shall not be considered a part of the four month period. I have read and understand all of the requirements as set forth by the application for conditional use or special use permit and acknowledge that all requirements of this application have been met at the time of subimittal. 1 Signature of Applicant Date: 41,0106 Signature of Owner Date: LA / LA 150 L- 0 APR 13 2000 PLATTING VERIFICATION This verification statement must be signed prior To the submittal of this conditional use application X It has been determined that the property described below does require platting and the applicant has been instructed on this procedure. It has been determined that the property described below is currently platted or does not require platting at this time. Address of subject property 422 Church Street, Grapevine, Texas 76051 Legal description of subject property Lot 1R, Block 1 Lot 1, Block 2, Lot 1, Block 3, First United Methodist Church ot Grapevine Addition Public Works Departme Date This form must be signed by the public works department and submitted along with a completed application to the planning and zoning department 7 111 4 M4 ' v. CU91 -03 CU91-02 NOR EST HWY Z% ,A 1B - ! , 7 N N BS {,,NCO HC 18 Z81 -33 po TA �- ,v, S 5 ,R 7 TR 40 U iR ~ 44H4 l 1 1 4 A\ [r�� 1 717 a w 32 AC N A03 A 711 46 I tR� �5 ° 17A '4 ®.y, b ,R 40111 � ° �' ,58G �^r, .s.� ,M, J 111 70 ,O 1 AB AC 4p4A ,LCgB$ 4H5 2 ZA-03 ,4A,B .24 AC F, 1A, a 12E 1 1 s TR 46 is TA 111 P 1 Y lA 111 91 BTR7 -M BP 907 P7R� e4l." 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First United Methodist Church of Grapevine is the owner of the following described tracts to wit: ALL that certain lot, tract or parcel of land situated in the WILLIAM DOOLEY SURVEY, ABSTRACT No. 422, Tarrant County, Texas and the AMBROSE FOSTER SURVEY, ABSTRACT NO. 518, Tarrant County, Texas and being Lot 1R, Block 6, Original Town of Grapevine. an Addition to the City of Grapevine. Tarrant County. Texas as recorded in Volume 388- 168 on Page 97, Plat Records, Tarrant County, Texas, A. B. Allen Subdivision. an Addition to the City of Grapevine, Tarrant County. Texas as recorded in Volume 388 -15 on Page 499, said Plat Records, Lots 1 thru 3, Block 1. First United Methodist Church Addition, an Addition to the City of Grapevine, Tarrant County, Texas as recorded in Cabinet A on Slide 2506, said Plat Records and being those same tracts of land described to First United Methodist Church of Grapevine as recorded in Volume 3688 on Page 371, Volume 11943 on Page 934, Volume 12329 on Page 1978. Volume 12403 on Page 1449, Volume 12538 on Page 1313, Volume 13538 on Page 179, Document Number 13284.058.001 and a portion of that some tract of land described in deed to First United Methodist Church of Grapevine as recorded in Document Number 12896.0184.001, Deed Records, Tarrant County, Texas and also being a portion of Franklin Street abandoned per City of Grapevine Ordinance Number-------- - - - - -- and being more particularly described by metes and bounds as follows: ( BLOCK 1 ) BEGINNING at a 1/2 inch steel rod found at the northeast corner of said Lot 1R, Block 6 from which a 3/4 inch steel rod in concrete found bears North 89 degrees 58 minutes 14 seconds West at 3.21 feet, said 1/2 inch steel rod being in the westerly right -of- way line of Church Street: THENCE South 00 degrees 38 minutes 00 seconds West with said westerly right -of -way line a distance of 502.53 feet to a 1/2 inch steel rod found in the easterly boundary line of said Lot 1. Block 1; THENCE South 00 degrees 11 minutes 05 seconds East with said easterly boundary line of and with said westerly right -of -way line a distance of 103.28 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found from which a 1/2 inch steel rod found bears South 00 degrees 11 minutes 05 seconds East at 15.00 feet; THENCE South 44 degrees 08 minutes 34 seconds West with said easterly boundary line and said westerly right -of -way line a distance of 21.46 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found in the northerly right -of -way line of College Street; THENCE South 88 degrees 28 minutes 08 seconds West with the southerly boundary line of said Lot 1. Block 1 and with said northerly right -of -way line a distance 94.91 feet to a 1/2 inch steel rod found for the southwest corner of said Lot 1. Block 1, said rod being the southeast corner of said Lot 3; THENCE South 88 degrees 25 minutes 35 seconds West with the southerly boundary line of said Lot 3, and continuing with said northerly right -of -way line a distance of 85.04 feet to a 1/2 inch steel rod found for the southwest corner of said Lot 3; THENCE North 00 degrees 17 minutes 26 seconds East with the westerly boundary line of said Block 1 a distance of 210.73 feet to a 3/4 inch steel rod found for an ell corner of said Block 1; THENCE North 89 degrees 11 minutes 24 seconds West with the southerly boundary line of said Block 1 a distance of 63.87 feet to a 3/4 inch steel rod found; APR 13 2000 THENCE South 00 degrees 19 minutes 40 seconds West continuing with the southerly boundary line of said Lot 1 a distance of 2.49 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found; THENCE South 86 degrees 28 minutes 32 seconds West continuing with said southerly boundary line of Lot 1 a distance of 58.71 feet to a 1/2 inch steel rod found for the northeast corner of that some tract described in deed to Kenneth D. Lambert and wife, Cordie May Lambert as recorded in Volume 8501 on Page 1154, said Deed Records; THENCE South 85 degrees 37 minutes 08 seconds West continuing with said southerly boundary line of Lot 1 a distance of 25.32 feet to a 3/8 inch steel rod found for the southwest corner of said Lot 1, said rod being the southeast corner of said Lot 2; THENCE South 86 degrees 18 minutes 56 seconds West a distance of 263.31 feet to a cross cut in concrete found in the apparent easterly right -of -way line of Scribner Street; THENCE North 00 degrees 17 minutes 07 seconds West with said apparent easterly right - of -way line a distance of 199.36 feet to a P.K. nail in asphalt found; THENCE South 87 degrees 04 minutes 00 seconds East continuing with said apparent easterly right -of -way line a distance of 9.94 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found in the southerly boundary line of said Franklin Street Abandonment; THENCE North 00 degrees 34 minutes 49 seconds West continuing with said easterly right -of -way line and with the westerly boundary line of said abandonment a distance of 46.17 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the beginning of a non - tangent curve to the left whose radius point bears North 74 degrees 34 minutes 22 seconds East at 20.00 feet; THENCE southeasterly with said non - tangent curve to the left through a central angle of 55 degrees 08 minutes 12 seconds and an arc length of 19.25 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found in the southerly boundary line of Lot 1R. Block 8, Original Town of Grapevine Addition, an Addition to the City of Grapevine, Tarrant County, Texas as recorded in Volume 388 -185 on Page 41, said Plat Records; THENCE South 87 degrees 14 minutes 20 seconds East with said southerly boundary line a distance of 4.00 feet to a 1/2 inch steel rod found; THENCE South 01 degrees 13 minutes 54 seconds West continuing with said southerly boundary line a distance of 3.65 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found; THENCE North 89 degrees 13 minutes 55 seconds East continuing with said southerly boundary line a distance of 59.83 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the southeast corner of said Lot 1R, Block 8; THENCE South 88 degrees 27 minutes 15 seconds East a distance of 4.23 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the southwest corner of said Church tract (Doc. #12896.0184.001); THENCE North 89 degrees 07 minutes 45 seconds East with the southerly boundary line of said Church tract (Doc. #12896.0184.001) a distance of 49.82 feet to a 1/2 inch- capped steel rod stamped "MOAK SURV INC" found; THENCE North 01 degrees 13 minutes 55 seconds East a distance of 48.98 feet to a 1/2 inch capped steel rod found; THENCE South 88 degrees 46 minutes 10 seconds East a distance of 45.77 feet to a 112 inch capped steel rod stamped "MOAK SURV INC" found; RA THENCE North 01 degrees 13 minutes 29 seconds East a distance of 1e62%feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" set in the southerly boundary line of Lot 1. Block 1. Grapevine Housing Addition, an Addition to the City of Grapevine, Tarrant County, Texas as recorded in Volume 388 -139 on Page 35, said Plat Records; THENCE North 89 degrees 06 minutes 18 seconds East with said southerly boundary line a distance of 35.37 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found from which a 5/8 inch steel rod in concrete found bears North 02 degrees 43 minutes 47 seconds East at 2.00 feet; THENCE South 89 degrees 58 minutes 14 seconds East continuing with said southerly boundary line a distance of 384.94 feet to the PLACE OF BEGINNING and containing 5.9619 acres of land, more or less, as surveyed by David C. Moak Surveyors, Inc. in the month of March. 2000 A.D.; AND (BLOCK 2) BEGINNING at a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the southwest corner of said Church tract (3688/371). said point being the intersection of the northerly right -of -way line of Franklin Street and the easterly right -of -way line of Church Street; THENCE North 00 degrees 21 minutes 09 seconds West with the westerly boundary line of said Church tract (3688/371) and with said easterly right -of -way line a distance of 90.00 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the northwest corner of said Church tract (3688/371). said rod being in the southerly boundary line of that some tract described in deed to City of Grapevine as recorded in Volume 6107 on Page 898, said Deed Records; THENCE North 89 degrees 38 minutes 51 seconds East with the northerly boundary line of said Church tract (3688/371) and with said southerly boundary line, passing at 139.07 feet a 5/8 inch steel rod found for the southeast corner of said City of Grapevine tract and being the southwest corner of that some tract described in deed to William P. Esslinger as recorded in Volume 7647, Page 2110, Deed Records. Tarrant County, Texas and continuing a total distance of 260.51 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the northeast corner of said Church tract (3688/371), said rod being in the westerly right -of -way line of Barton Street; THENCE South 00 degrees 39 minutes 09 seconds East with the easterly boundary line of said Church tract (3688/371) and*with said westerly right -of -way line a distance of 91.98 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" set for the southeast corner of said Church tract (3688/371). said rod being the intersection of said westerly right -of -way line of Barton Street and said northerly right -of -way line of Franklin Street; THENCE North 89 degrees 55 minutes 09 seconds West with the southerly boundary line of said Church tract (3688/371) and with said northerly right -of -way line a distance of 261.00 feet to the PLACE OF BEGINNING and containing 0.5446 acre of land, more or less, as surveyed by David C. Moak Surveyors. Inc. in the month of March. 2000 A.D.; AND (BLOCK 3) BEGINNING at a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the northeast corner of Lot 1R. Block 44R. Original Town of Grapevine, an Addition to the City of Grapevine as recorded in Cabinet A on Slide 3052, said Plat Records, said rod being in the apparent westerly right -of -way line of Scribner Street; THENCE North 88 degrees 15 minutes 13 seconds West with the northerly boundary line of said Lot 1R, Block 44 a distance of 167.77 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the northwest corner of said Lot 1R, Block 44, said rod being in Morehead Creek; 3 APR I Q 2(iQfi THENCE northerly with the westerly boundary line of said Church tract (12403/1449) and with said Morehead Creek the following calls: North 02 degrees 25 North 43 degrees which a 1/2 inch st East at 44.00 feet; North 39 degrees 50 North 15 degrees 45 minutes 43 seconds 37 minutes 59 sec sel rod found bears minutes 17 seconds minutes 17 seconds East a distance of 77.44 feet; Dnds West a distance of 27.82 feet from South 89 degrees 48 minutes 37 seconds West a distance of 24.40 feet; West a distance of 42.18 feet; THENCE South 89 degrees 57 minutes 03 seconds West departing said creek and continuing a distance of 77.45 feet to a fencepost in concrete found in the easterly boundary line of that some tract of land described in deed to First United Methodist Church of Grapevine as recorded in Volume 13716 on Page 161, said Deed Records; THENCE North 02 degrees 24 minutes 56 seconds East with said easterly boundary line a distance of 98.59 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found bears North 88 degrees 20 minutes 47 seconds West at 3.62 feet; THENCE North 02 degrees 41 minutes 38 seconds East a distance of 140.15 feet to a 3/8 inch steel rod found for the northwest corner of said Church tract (Doc. No. 13284.058.001); THENCE North 05 degrees 11 minutes 16 seconds West with the westerly boundary line of said Church tract (12329/1978) a distance of 5.15 feet to a fencepost in concrete found; THENCE North 33 degrees 38 minutes 34 seconds West continuing with said westerly boundary line a distance of 81.22 feet to a 1/2 inch steel rod found for the northwest corner of said Church tract (12329/1978); THENCE North 89 degrees 40 minutes 06 seconds East with the northerly boundary line of said Church tract (12329/1978) and the southerly boundary line of that some tract described to the City of Grapevine as recorded in Volume 11127, Page 2115, Deed Records, Tarrant County, Texas a distance of 187.00 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found in the westerly boundary line of said Church tract (12538/1313); THENCE northerly with the westerly boundary line of said Church tract (12538/1313) the following calls: North 00 degrees 34 minutes 03 seconds East a distance of 121.95 feet to a 1/2 inch steel rod found; North 87 degrees 24 minutes 34 seconds East a distance of 74.49 feet to a 1/2 inch steel rod found; North 00 degrees 08 minutes 04 seconds West a distance of 138.92 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found; North 45 degrees 10 minutes 57 seconds West a distance of 49.80 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found; North 00 degrees 09 minutes 45 seconds West a distance of 148.24 feet to a 1/2 inch steel rod found for the northwest corner of said Church tract (12538/1313); I APR 13 2000 THENCE South 82 degrees 45 minutes 15 seconds East with the northerly boundary line of said Church tract (12538/1313) a distance of 80.06 feet to a 1/2 inch steel rod found for the northeast corner of said Church tract (12538/1313), said point being in the apparent westerly right -of -way line of said Scribner Street; THENCE South 00 degrees 09 minutes 45 seconds East with the easterly boundary line of said Church tract (12538/1313) and with said apparent westerly right -of -way line a distance of 438.58 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found steel rod stamped "MOAK SURV INC" found for the southeast corner of said Church tract (12538/1313), said rod being in the northerly boundary line of -said Church tract (12329/1978); THENCE South 89 degrees 07 minutes 15 seconds East continuing with said westerly right -of -way line and with said northerly boundary line a distance of 15.93 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the northeast corner of said Church tract (12329/1978); THENCE South 00 degrees 03 minutes 30 seconds East with the easterly boundary line of said Church tract (12329/1978) and continuing with said westerly right -of -way line a distance of 79.90 feet to a 1/2 inch capped steel rod stamped "MOAK SURV INC" found for the southeast corner of said Church tract (12329/1978), said rod being the northeast corner of said Church tract (Doc. #13284.058.001); THENCE South 00 degrees 11 minutes 44 seconds East with the easterly boundary line of said Church tract (Doc. #13284.058.001) and continuing with said westerly right -of- way line a distance of 140.79 feet to a 1/2 inch capped steel rod found for the southeast corner of said Church tract (Doc. #13284.058.001). said rod being the northeast corner of said Church tract (12403/1449); THENCE South 00 degrees 11 minutes 23 seconds West with the easterly boundary line of said Church tract and continuing with said westerly right -of -way line a distance of 252.16 feet to the PLACE OF BEGINNING and containing 3.5085 acres of land, more or less, as surveyed by David C. Moak Surveyors, Inc. in the month of March, 2000 A.D.; NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT First United Methodist Church of Grapevine does hereby adopt this plat of LOT 1R, BLOCK 1, LOT 1. BLOCK 2 AND LOT 1, BLOCK 3, FIRST UNITED METHODIST CHURCH OF GRAPEVINE ADDITION, an Addition to the City of Grapevine, Tarrant County, Texas and does hereby dedicate to the public use forever the rights -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 is 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, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or parts of its respective system without the necessity at any time of procuring the permission of anyone. This plat approved subject to ail platting ordinances, rules, regulations. and resolutions of the City of Grapevine, Texas. Witness my hand this the - - - - - -- day of ----------------------------------- -------------------------- - - - - -- 2000, A.D. First United Methodist Church of Grapevine ------------------------------------------ Mike Sutton, Agent Case No. C000 -22 April 27, 2000 First United Methodist Church Grapevine 422 Church Street FUMC Grapevine Comments 1. Please be aware that all sheets of the revised submittal must be sealed by a registered architect, engineer, or surveyor. 2. Please be aware that an irrigation plan is required as part of the conditional use submittal. Please include this with your revisions. I06-tc s� t� -/W l 3. Please remove all references to Case No. CP99 -08 from the revised submittal. 4. In the bottom right hand corner of each sheet of the site plan, include a title block giving the following information: Case No. C000 -04 First United Methodist Church Grapevine 422 Church Street Lot 1, Block 3, First United Methodist Church of Grapevine Addition Sheet of 5. Place the complete request (e.g. C000 -22 is a request to allow for off -site parking within 300 feet of the primary use in accordance with Section 20.C.5 of the City of Grapevine Comprehensive Zoning Ordinance.) on the revised site plan. 6. Please include a copy of the final plat with the revised submittal. 7. Please ensure that each sheet of the revised submittal contains a north arrow, graphic scale, and consecutive sheet numbers (i.e. sheet 1 of 8). 8. Please ensure that all boundary lines on the revised submittal are visible and match those of the final plat. Each sheet of the revised submittal should show Lot 1 R, Block 1 in its entirety. 9. Please designate the location, use, and arrangement of all existing and proposed buildings on the site. Please do this by providing distances from each corner of all buildings /structures to at least two property lines (i.e. building corner to two closest property lines for each corner.). This will facilitate a faster construction process once the building inspections department has the plans. 10. Please provide dimensions between all structures. Also, be aware that the minimum distance between buildings is 15 feet. If existing structures do not meet this requirement, variances will be necessary. 0: /zcu /CU00 -22.1 1 11. Please be aware that all driving lanes between head -in parking must be at least 25 feet in width. Please dimension all driving lanes on the revised site plan. 12. Please indicate the direction of flow of traffic on the revised site plan. This may be accomplished by using arrows to indicate the traffic flow. 13. Sheet one of the current plan shows all three blocks of the proposed FUMC Grapevine Addition. Please revise this to show only Lot 1, Block 3. Furthermore, please provide the following data on this sheet: the location, dimension, use and arrangement of all vehicular and pedestrian circulation elements, including streets and roadways, driveway entrances, curbs, curb cuts, parking stalls, loading spaces and access isles; sidewalks, walkways and pathways, and total lot coverage of all circulation elements, divided between vehicular and pedestrian ways. 14. Please label all existing and proposed structures with the total square footage of each structure. 15. Section 53.H.1 of the Zoning Ordinance states that a minimum of ten (10) percent of the gross parking areas shall be devoted to landscaping. Of that ten percent, one tree should be provided for every 400 -sq. ft. of interior landscape area. Please indicate on the landscape plan both the square footage of the parking area and the amount of landscaping provided therein. 16. Place a note on the landscape plan stating that all trees shall be a minimum 3- inches caliper in diameter measured six - inches above grade at the time of planting. 17. Place the building height on the building footprint on the site plan. 18. Indicate on the site plan that the minimum radius for all driveway entrances is 20 feet. 19. Place a note on the site plan stating that a typical parking space dimension is 9 x 18 feet. 20. Please note on the site plan the proposed pavement material. All required off street parking and loading and drives, vehicle (autos, trucks, trailers, boats, etc.) sales, display areas and outside storage areas in all districts shall be paved to a minimum standard equivalent to 4 inch concrete slab with 6 inches x 6 inches by 6 gage mesh wire or a 2 inch hot mix asphaltic concrete over 6 inch crushed rock base. (Section 58.B.) 21. Note on the site plan that the minimum driving lane widths in all private parking lots for head -in parking is a minimum of 25 feet. 0: /zcu /cu00-22.1 2 22. Please revise the site data chart on the revised site plan to read as follows: Total Lot Area Total Building Area Total Paved Area Total Impervious Area Total Open Space Maximum Building Height Front Yard Setback Side Yard Setback Rear Yard Setback Off Street Parking Handicapped Parking Zoning Classification Legal Description Required Provided 3,000 minimum 259;699 40% maximum or ? ? ?% A8'8� 79,990 80 % Maximum or ? ? ?% 297;76-& ? ? ? ? ?? 20 % Maximum or ? ? ?% ? ? ? ??? 35 ft. �46E#h► 25 ft. 25 ft. 25 ft. 25 ft. 381 416 6 6 R -TH Townhouse District Lot 1 R, Block 1, FUMC Grapevine Addition The above comments must be reflected in the revised submittal, which is due by Thursday, 4 May 2000 at 12:00 p.m. Please submit the revised documents to the Department of Development Services at 200 South Main Street. The revised submittal shall include: one (1) mylar of each sheet (minimum size 22" x 34 ") two (2) folded blueline copies of each sheet forty (40) reduced sorted (collated sets) copies at 11" x 17" three hole punched, stapled and z- folded (fold the riqht edge to the left edqe and then fold the riaht edge in half to form a z- fold). If the correct revisions and appropriate submittals are received by the Department of Development Services by the due date, you will be tentatively scheduled for the May 16, 2000 joint public hearing at 7:30 p.m. If you have any questions please contact Stephen Kindrick at 817/ 410 -3155. 0: /zcuicuoo -22.1 3 April 27, 2000 David C. Moak Surveyors, Inc. Attn: Mr. David Myers, R.P.L.S. P.O. Box 1034 Hurst, Texas 76053 Via: Regular Mail and Fax (817- 282 -0401) Re: First Review of the Final Plat of First United Methodist Church Addition Dear Mr. Myers: The City has reviewed the final plat associated with the above referenced subdivision. The staff comments are attached for your review and must be submitted prior to May 4, 2000 in order to remain on the May 16, 2000 Joint City Council/ Planning & Zoning Commission agenda. In addition, the following information must be submitted with the revised plat: 1. Two (2) 24" x 36" copies of the revised plat without signatures. 2. One (1) 11" x 17" copy of the revised plat without signatures. 3. One (1) tax certificate stating city and school taxes have been paid to date. 4. One (1) tax certificate stating county taxes have been paid to date. The revised plat will be reviewed for compliance with the staff comments. If additional revisions are necessary, you will be notified. Otherwise, the following information will need to be submitted by May 5, 2000: 1. Forty (40) 11" x 17" high - quality reductions on paper of the plat without signatures. These copies should be folded and 3 hole binder punched. 2. Two (2) blackline molars of the plat with original signatures (IN BLACK INK). 3. One (1) copy of the Owner's Certification statement and notary on letter or legal size paper with original signatures (IN BLACK INK). 4. One (1) copy of the Avigation Release statement and notary on letter or legal size paper with original signatures (IN BLACK INK). 5. Digital information on 3.5" HD diskette, QIC -80 Colorado 250 tape or CD in AutoCAD 14, *.dwg format constructed within the NAD83 coordinate system. If you have any questions concerning the submittal requirements or the attached comments, I can be contacted at (817) 410 -3142. Sincerely, Scott Dyer Senior Civil Engineer xc: Plat File Wwlamw PUBLIC WORKS DEPARTMENT THE CITY OF GRAPEVINE P.O. Box 95104 • Grapevine, Texas 76099 • Phone Metro 817/410 -3135 • Fax 817/410 -3003 Staff Comments First United Methodist Church Addition April 27, 2000 Page 1 of 2 Final Plat: • Provide name and address of property owner • The portion of the property known as the apartments located along Scribner Street should be included in the plat as a separate lot in block 1 (This should be included in the metes and bounds description also). • The 15' x 50' sight distance esm'ts shown at Franklin and College should be reworded to 'sight easement' (easement dimensioning seems adequate). • 'This plat is filed in CAB etc.' should be moved to bottom of the title block page. • Include number of lots being platted in the title block. • Provide the date of 'May, 2000' in the title block. Miscellaneous Comments: • Water and Sanitary Sewer relocation plans for the entire project will be required prior to release of a Building Permit. • An 'Amended Final Plat' will be required to cleanup utility easement abandonment after relocation of public utilities has been completed. • The City of Grapevine's Code of Ordinances shall be adhered to. Special attention should be given to the "Downstream Property Owner's Permission" requirements and "Downstream Structures; Structural Improvements" requirements (Article I, Item 3, paragraphs 3.2.8, 3.2.9 and 3.2.9.1 of Appendix E). • Special attention should be given to Appendix F, Erosion and Sedimentation Control of the City of Grapevine's Code of Ordinances. The Director of Public Works may issue a "Stop -work order" for any activity that is in violation of this ordinance. • Twenty -five (25) foot high, metal poles, with 175 watt, mercury vapor street lights are required at all intersections, ends of all cul -de -sacs and at mid block where the distance between intersections is more than 500 feet. These costs shall be paid (to T.U. Electric) by the developer prior to final acceptance of the improvements. The street light "layout" shall be submitted to the Public Works Department for review prior to Final Acceptance of this Subdivision. • Water and Wastewater Impact Fees are due for the undeveloped property prior to the issuance of any building permits. (Fee is $5,402.00 per acre) • The City's Tree Preservation ordinance is strictly enforced. Contact Scott Williams, the City Building Official, if you have any questions prior to starting excavation on this site. Trees illegally removed shall be replaced at the owner's expense with a 1 to 1 replacement ratio (i.e. caliper of tree). • Three (3) sets of the proposed construction plans for site improvements shall be submitted to the Public Works Department at 200 South Main Street, Grapevine. The "Construction Plan Review Checklist for Private Development ", available in the Public Works Department, shall be submitted with the construction plans. Please allow two weeks for the initial review by Public Works. Public Works shall approve the Construction Plans and a Preconstruction Meeting will be held with the City and the Contractor(s) prior to starting work. The developer /owner will be charged a 5% Design Review and Construction Inspection Fee for water, sanitary sewer, drainage and paving improvements within Staff Comments First United Methodist Church Addition April 27, 2000 Page 2 of 2 public right -of -way or easements (including excavation /fill) based on actual Construction costs. This fee is due prior to the City's final acceptance of the public improvements. Construction Contracts must be submitted to the City of Grapevine to verify Construction costs. • Each contractor within the proposed development shall guarantee their work for a period of two (2) years after the date of final acceptance by the City of all public improvements. Maintenance bonds shall be in an amount equal to 25 percent of the construction costs of the improvements within public right -of -way or easements. This includes excavation /fill for public streets. • The City of Grapevine's Construction Inspector overtime policy allows the Contractor to work from 7 a.m. to 7 p.m., Monday through Saturday. No work is allowed on Sundays or holidays. The Contractor is responsible for paying overtime charges of $25 per hour for work outside the normal work week (i.e. 8 a.m. to 5 p.m., Monday through Friday). Saturday work requires a four (4) hour minimum overtime charge. O: \pl atti ng \2000 \May00 \FU M C To: Jones McConnell Fax #: (972) 404 -1036 Subject: Kwik Industries Comments Date: April 28, 2000 Pages: "+ # including this cover sheet. COMMENTS: FAX COVER SHEET From the desk of... Stephen D. Kindrick Planner 11 Development Services City of Grapevine P0 Box 95104 Grapevine, Texas 76099 817- 410 -3155 Fax: 817-410-3018 HP OfficeJet Personal Printer /Fax /Copier Identification 99724041036 1.3.0 2.8 Fax Log Report for Development Services 817 410 3018 Apr -28 -00 07:49 AM Result PaM Tvne Date Time Duration Diagnostic OK 07 Sent Apr -28 07:46A 00:03:30 002586030022 April 28, 2000 Ms. Janice Gregory Fort Worth Star Telegram P O Box 1870 Fort Worth, TX 76102 RE: Grapevine Account # CIT 25 Dear Ms. Gregory, Please find enclosed the following for publication on Sunday, April 30, 2000, in the Northeast Edition of the Neighborhood Extra Section of the Fort Worth Star Telegram. (One time only) Item Meeting Date Notice of Public Hearing Z00 -06 — Terra Land & Cattle Company May 16, 2000 Notice of Public Hearing Z00 -07 — Walker Estates May 16, 2000 Notice of Public Hearing C000 -01 — Burger Street. May 16, 2000 Notice of Public Hearing C000 -18 — Pinnacle Decorating Co. May 16, 2000 Notice of Public Hearing C000 -22 — FUMC Grapevine May 16, 2000 Notice of Public Hearing S000 -04 — FUMC Grapevine May 16, 2000 Notice of Public Hearing HL00 -03 — Gerell & Fran Mcann May 16, 2000 As always, your assistance is greatly appreciated. If you have any questions please contact me at (817) 410 -3155. Sincerely, Ron Stombaugh Planner II Development Services RLS /ph CITY OF GRAPEVINE, TEXAS On Tuesday evening, May 16, 2000 at 7:30 P.M. in the City Council Chambers, 2nd Floor, 200 South Main Street, Grapevine, Texas, the City Council and Planning and Zoning Commission of the City of Grapevine will hold a public hearing to consider the following items: Case Number /Name: Z00 -06, Terra Land & Cattle Company Applicant: Paul Spain Location: 2412 Los Robles, Tracts 1 D2 & 1 D3, Abst. 1393 Current Zoning: "R -20" Single Family District Proposal: The applicant is requesting to rezone 9.134 acres from "R- 20" Single Family District to "R -7.5" Residential District for future development of single family homes. A copy of the concept plan is on file at the Department of Development Services. The property is owned by Oakridge School, Inc. Case Number /Name: Z00 -07, Walker Estates Applicant: Robert Schneeberg Location: 3830 Parr Road, Lots 1 -22, Block 1 & Lots 1 -10 Block 2, Walker Estates Current Zoning: "R -20" Single Family District Proposal: The applicant is requesting to rezone 12.7796 acres from "R- 20" Single Family District to "R- 12.5" Single Family District for 32 residential lots. A copy of the concept plan is on file at the Department of Development Services. The property is owned by Robert and Desmer Walker. Case Number /Name: C000 -01, Burger Street Applicant: Steve C. Meier Location: 1135 William D. Tate Avenue, Lot 2, Block 1, Tate Street Plaza Current Zoning: "CC" Community Commercial District Proposal: The applicant is requesting a conditional use permit to amend the previously approved site plan, specifically to allow the development of a 1,500 square foot drive through restaurant. A copy of the site plan is on file at the Department of Development Services. The property is owned by Burger Street Incorporated. Case Number /Name: C000 -18, Pinnacle Decorating Applicant: Jim Miller Location: 205 North Lucas, Lot 4, Block 8, W.C. Lucas Addition Current Zoning: "HC" Highway Commercial District Proposal: The applicant is requesting a conditional use permit to allow for an office /warehouse dedicated to the rental of materials such as drapes, tables, carpet and exhibit booths for conventions, tradeshows, and corporate meetings. A copy of the site plan is on file at the Department of Development Services. The property is owned by Kenneth Kienzle. Case Number /Name: C000 -22, FUMC Grapevine Applicant: Jones C. McConnell, Jr. Location: 422 Church Street, Lot 1, Block 3, First United Methodist Church of Grapevine Addition Current Zoning: "R -TH" Townhouse District Proposal: The applicant is requesting a conditional use permit to allow for off -site parking within 300 feet of the primary use in accordance with Section 20.C.5 of the City of Grapevine Comprehensive Zoning Ordinance. A copy of the site plan is on file at the Department of Development Services. The property is owned by First United Methodist Church of Grapevine. Case Number /Name: S000 -04, FUMC Grapevine Applicant: Jones C. McConnell, Jr. Location: 422 Church Street, Lot 1R, Block 1, First United Methodist Church of Grapevine Addition Current Zoning: "R -TH" Townhouse District Proposal: The applicant is requesting a special use permit to allow a church to exceed the maximum height regulation established for the "R -TH" Townhouse District in accordance with Section 49.B.14, specifically to allow a maximum height to exceed the established maximum height of 35 feet by 115 feet to allow a maximum building height of 150 feet. A copy of the site plan is on file at the Department of Development Services. The property is owned by First United Methodist Church of Grapevine. Case Number /Name: HL00 -03, Gerell & Fran McCann Applicant: Gerell & Fran McCann Location: 221 E. Worth Street Current Zoning: "R -7.5" Single Family District Proposal: The applicant is requesting designation as a historic landmark subdistrict. Such subdistrict may include buildings, land, areas, or districts or historical, architectural, archaeological or cultural importance or value which merit protection, enhancement, and preservation in the interest of the culture, prosperity, education, and welfare of the people.. A copy of the preservation criteria is on file at the Department of Development Services. The property is owned by Gerell and Fran McCann. After all parties have been given an opportunity to speak, the public hearing will be closed and the Commission and the City Council will deliberate the pending matters. Please contact the Department of Development Services concerning any questions, 200 South Main Street, Grapevine, Texas, 76051 or P.O. Box 95104, Grapevine, Texas, 76099, 817 - 410 -3155. INVOICE Star - Telegram 400 W. 7th Street FORT WORTH, TX 76102 (817) 390 -7761 Federal Tax ID 22- 3148254 Bill To: CITY OF GRAPEVINE SECRETARY PO BOX 95104 GRAPEVINE, TX 76099 -9704 Oupo1" Customer ID: CIT25 Invoice Number: 171510601 Invoice Date: Terms: Due Date: PO Number: Order Number: Sales Rep: Description: Pnblieation Pate: 4/30/00 Net due in 21 days 4/30/00 17151060 073 CITY OF GRAPEVI 4/30/00 "Thank You For Your Payment Remit To: Star - Telegram Customer ID: CIT25 P.O. Box 901051 Customer Name: CITY OF GRAPEVINE SECR FORT WORTH, TX 76101 -2051 Invoice Number: 171510601 Invoice Amount: $344.10 PO Number: Amount Enclosed: a0 C 8174883514 6 -16 -2000 4:21PM FROM FUMC_GRAPEVINE 8174883514 r FirstUnited Methodist i�j fl Church__ 11'r)1j G r a p e v i n e June 16, 2000 . Mr. Roger Nelson City Manager City of Grapevine P. O. Box 95104 Grapevine, TX 76099 Dear Roger: First United Methodist Church is hereby officially requesting withdrawal of our pending plat case, special use permit, and conditional use permit until further notification. We appreciate the time you and your staff have taken to assist us on these matters, and wish to express special thanks for the offer to waive the ref ling fee. If you need any further information or clarification, please let me know. Sincerely, Mike S on Trustee Chair 0 P. 2 422 Church Street Grapevine, TX 7605 1 817.481 .2559 fircr�h „rrh „mr nro C000 -22 Development Service Department Public Hearing Property Owner Research Applicant: FUMC Case No.: C000 -22 Address /Legal Description: 422 Church Lot 1, Block 3, FUMC Addition Legal -. Name/Address Abstract 518 TR 1U- Joe L Wright 601 W Wall St Grapevine, TX 76051 TR 10j1- City of Grapevine TR 10K Joe L Wright TR 10K City of Grapevine TR 10K2/ FUMC TR 101' FUMC TR 101jr FUMC TR 1012/' FUMC TR 101 Y FUMC TR 10 FUMC TR 10F FUMC TR 10EA' Ramah J Widner 620 W College St Grapevine, TX 76051 TR 10 David C & Lisa E Shepard 704 W College St Grapevine, TX 76051 TR 10P^ Marvin C Dearing & 714 W College St TR 10J-' Grapevine, TX 76051 TR 10V City of Grapevine TR 1013.A FUMC TR 1013 e' FUMC TR 1013 FUMC TR 10 Dickerson TR 1OW Richard A Unger 1101 Oakwood Circle Keller, TX 76248 Abstract 422 TR 44,- C M Dickerson 505 W College St Grapevine, TX 76051 Original Town of Grapevine 44R/ 1 R, Thomas R & Jeanette Frick 2713 Willowood Drive Grapevine, TX 76051 Westchester Place John L Moore / Attn Westchester Homes 603 Potomac PI Southlake, TX 76092 Grapevine Housing 1 V Grapevine Housing Authority 131 Starr Place Grapevine, TX 76051 City of Grapevine 4,9t- 5 -7- Kenneth & Cordie Lambert 416 W College St C000 -22 Legal -. Name/Address Grapevine, TX 76051 " 5C 54- Hulda Alice Fuller 504 W College Street Grapevine, TX 76051 " 5B0 52f Jose Aldaco Jr 512 W College St Grapevine, TX 76051 Allen 5D--"- 5 -7 FUMC " 5A/ 5 -7 ✓ J B Martinez 511 W Franklin St Grapevine, TX 76051 " ? ? ? ?? A 8 FUMC " 1 8 FUMC " 11Y Robert L Redmon EST 417 W Wall St Grapevine, TX 76051 Allen Salinas & Maria Salinas 505 W Franklin St Grapevine, TX 76051 " 4 First United Methodist 422 Church Street Grapevine, TX 76051 Proof of Notice in the City of Grapevine, Texas Case No. C000 -22 Planning and Zoning Commission Pursuant to Article 1011 F, Vernon's Civil Statutes: I, the undersigned being a Planner for the City of Grapevine and having the records pertaining to applications for change of zoning and the notices sent pursuant thereto under my supervision and control, in the performance of the function of my office and employment, do hereby solemnly swear and affirm that pursuant to Article 1011 F, Vernon's Civil Statutes, written notices were served on the parties listed above in the City of Grapevine, zoning Case C000 -22 on this the 5th day of May, A.D., 2000. (D) — Duplicate ( ✓) — Indicates notice addressed and stamped. Executed this the 5th day of May, 2000. 1 City of Grapevine Planner State of Texas County of Tarrant Before me Susan Howard on this day personally appeared Stephen Kindrick known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) given under my hand and seal of office this 5th day of 2000. cj N ry in and for State of Texas ra,I lit, /�UwAR a late �Xas 78.011 13E 13 13 A2 �I TR 1011 138 F G TR 10Q 13C 1 } 1 TR 9K 2.•d�: � A„. 3T t�f 13A1 130 -- -- -- �. 1 2 w 25 R 9R3N TR SW TR 10K1 �`� w TR IOAA TR 1OK/, 1 IR 9R3B i 3 TR 100' s WORTH ST 241 TR TR 10L/ R• 1 Tat 1R 1R 1R•1tN3A: ' 1' itll2 B -96 AC B ,T g - ,# -- � TR 10 "x'1019$ ' ' _ �,.;(/ !, � �� t `� 16 IOM g TR OJ ; ((2 1 TRIOG 1�tlM1 J i 1�G _ t a �/ 1RI OF".'" 5� S�► AC, 3 5 TR TRV TR 1tlp JOE 10E1 g IR - -. 71R 313 TR 10D TR IOR1 TR 44 A B C t 1B P- 3C TR 1001 I —� CUOO-22 1 2 ,� = 005 FUMC Grapevine CUOO -22 Joe L Wright FUMC 601 W Wall St Grapevine, TX 76051 Robert L Redmon EST Ramah J Widner 417 W Wall St 620 W College St Grapevine, TX 76051 Grapevine, TX 76051 Salinas & Maria Salinas David C & Lisa E Shepard 505 W Franklin St 704 W College St Grapevine, TX 76051 Grapevine, TX 76051 First United Methodist Marvin C Dearing 422 Church Street 714 W College St Grapevine, TX 76051 Grapevine, TX 76051 Richard A Unger Hulda Alice Fuller 1101 Oakwood Circle 504 W College Street Keller, TX 76248 Grapevine, TX 76051 C M Dickerson Jose Aldaco Jr 505 W College St 512 W College St Grapevine, TX 76051 Grapevine, TX 76051 Thomas R & Jeanette Frick J B Martinez 2713 Willowood Drive 511 W Franklin St Grapevine, TX 76051 Grapevine, TX 76051 John L Moore Attn Westchester Homes 603 Potomac PI Southlake, TX 76092 Grapevine Housing Authority 131 Starr Place Grapevine, TX 76051 Kenneth & Cordie Lambert 416 W College St Grapevine, TX 76051 NOTICE OF PUBLIC HEARING GRAPEVINE CITY COUNCIL AND PLANNING AND ZONING COMMISSION File #: C000 -22 FIRST UNITED METHODIST CHURCH You received this notice because you are a property owner within 200 feet of the subject tract of land as shown by the most recent City- approved tax rolls. If you can not or do not wish to attend the hearing, the attached form is provided for your convenience. If owners of more than 20% of the property within 200 feet of the subject tract object to the case, a 314 vote of the City Council is required to approve the request. To be considered a part of the area property owners that object, the attached form, or a written response must be returned to the Department of Development Services no later that 5:00 p.m. on the day preceding the public hearing. You may appear in person during the public hearing to state your opinion concerning the request in lieu of a written response however, your in- person protest of the referenced case will not be considered when calculating the percentage of property necessary to require a 3/4 vote of the City Council. Purpose of Request: The public hearing is to consider an application submitted by Jones C. McConnell, Jr. for property located 422 Church Street. The applicant is requesting a Conditional Use Permit to allow for off -site parking within 300 feet of the primary use in accordance with Section 20.C.5 of the City of Grapevine Comprehensive Zoning Ordinance. A copy of the site plan is on file at the Department of Development Services. The property is owned by First United Methodist Church of Grapevine. Hearing Procedure: When: 7:30 PM, TUESDAY, MAY 16, 2000 What: JOINT PUBLIC HEARING GRAPEVINE CITY COUNCIL & PLANNING AND ZONING COMMISSION Location: PUBLIC HEARING: COUNCIL CHAMBERS, 2nd FLOOR COMMISSION'S DELIBERATION SESSION, 2nd FLOOR 200 S. MAIN STREET, GRAPEVINE, TEXAS Applicant and Other Speakers' Presentation. Public Input, Neighborhood Associations, Property Owners Within 200 feet, Interested Citizenry. Questions from City Council and Planning and Zoning Commission for Applicants, City Staff and Guests Present. File #: C000 -22 FIRST UNITED METHODIST CHURCH WRITTEN COMMENTS MUST BE RECEIVED BY THIS OFFICE NO LATER THAN 5 PM ON MONDAY, MAY 15, 2000 Procedure to Respond: As (a Property Owner within 200 feet of the subject tract) or (an interested citizen), I (approve) (protest) and /or (have the following comments) Print Name and Address, or Lot, Block and Subdivision: Signature: (Phone No. Telephone: (817)410 -3155 Fax: (817)410 -3018 Direct questions and mail responses to: Planning Secretary Department of Development Services City of Grapevine P.O. Box 95104 Grapevine, Texas 76099 File #: C000 -22 FIRST UNITED METHODIST CHURCH WRITTEN COMMENTS MUST BE RECEIVED BY THIS OFFICE - NQ,- L -ATER- ' THAN 5 PM ON MONDAY, MAY 15, 2000 ° Procedure to Respond: MAY 112000 As (a Property Owner within 200 feet of the subject tract) , (approve)- (pfetes"nd{eHhave the following comments) Print Name and Address, or Lot, Block and Subdivision: I � R , -'N Signature: (Phone No.) S17- 4 S) — 7 7 e L Telephone: (817)410 -3155 Fax: (817)410 -3018 Direct questions and mail responses to: Planning Secretary Department of Development Services City of Grapevine P.O. Box 95104 Grapevine, Texas 76099 File #: C000 -22 FIRST UNITED METHODIST CHURCH WRITTEN COMMENTS MUST BE RECEIVED BY THIS OFFICE NO LATER THAN 5 PM ON MONDAY, MAY 15, 2000 Procedure to Respond: I1li As (a Property Owner within et- of- thivsu r (an interested citizen), I (approve) (protest) and /or have the following comments),-. -L, 4 Print Name and Address, or Lot, Block and Subdivision: boo W Signature: (Phone No.) Telephone: (817)410 -3155 Fax: (817)410 -3018 Direct questions and mail responses to: Planning Secretary Department of Development Services City of Grapevine P.O. Box 95104 Grapevine, Texas 76099 'A 14 Ofz ..* /, 2-, 3 TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGERdW H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICE MEETING DATE: SUBJECT: r- - --1 ------ - - - - -� - -� Grapevine i Lake Ore / MAY 16, 2000 DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION C000 -22 APPLICANT: Jones C. McConnell, Jr PROPERTY LOCATION AND SIZE: The subject property is located at 422 Church Street. The addition contains 3.51 acres and is to be platted as Lot 1, Block 3, First United Methodist Church Grapevine Addition. The property has 910 feet along Scribner Street. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to allow for off -site parking within 300 feet of the primary use in accordance with Section 20 C 5 of the City of Grapevine Comprehensive Zoning Ordinance. PRESENT ZONING AND USE: The property is currently zoned "R -TH" Townhouse District and vacant. HISTORY OF TRACT AND SURROUNDING AREA: The subject property and surrounding areas were rezoned in the 1984 City Rezoning from 0: \ZCU \C000 -22.4 1 May 8, 2000 (10:01 AM) "R -2" Two Family District to "R -TH" Townhouse District. Z96 -17 approved the rezoning of property to the south from "R -TH" Townhouse District to "R -7.5" Single Family District. The majority of the surrounding area has always been detached single family housing. In 1993, the areas adjacent to College Street were designated as a part of the College Street Historic Landmark District. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "GU" - Governmental Use District - Vacant SOUTH: "R -TH" - Townhouse District - Single Family Detached Housing and "HGT" Historic Grapevine Township District - Buckner House EAST: "R -TH" - Townhouse District - First United Methodist Church WEST: "R -TH" - Townhouse District - Vacant AIRPORT IMPACT: The subject tract is not located within any of the noise zones as defined on the "Aircraft Sound Exposure: Dallas /Fort Worth Regional Environs" map. MASTER PLAN APPLICATION: The Master Plan designates the subject property as Residential Medium Density. The proposed parking facility does not comply with the Master Plan. TH /sk 0:\ZCU \C000 -22.4 2 May 8, 2000 (10:01 AM) C (!/ITEM i -23 -- PJ" / TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER &/ H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICEaWv) MEETING DATE: JUNE 6, 2000 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION C000 -22 1 1 r - - -I 1 -- ��— 4Lakke 5 ?1 APPLICANT: Jones C. McConnell, Jr i 0 O,.B I I 1 ' 1 I.H.1635 es Pr;� ` ,tk PROPERTY LOCATION AND SIZE: cbl The subject property is located at 422 Church Street. Sy DFW Y , The addition contains 3.51 acres and is to be platted as Hall- Johnson �,� Airport a Lot 1, Block 3, First United Methodist Church Grapevine T Addition. The property has 910 feet along Scribner Glade Rd. _ c —! _I Street. 3 REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to allow for off -site parking within 300 feet of the primary use in accordance with Section 20 C 5 of the City of Grapevine Comprehensive Zoning Ordinance. This request was tabled by the Planning and Zoning Commission at the May 16, 2000 joint Public Hearing. PRESENT ZONING AND USE: The property is currently zoned "R -TH" Townhouse District and vacant. HISTORY OF TRACT AND SURROUNDING AREA: 0AZCU \C000 -22.41 1 May 26, 2000 (2:38PM) The subject property and surrounding areas were rezoned in the 1984 City Rezoning from "R -2" Two Family District to "R -TH" Townhouse District. Z96 -17 approved the rezoning of property to the south from "R -TH" Townhouse District to "R -7.5" Single Family District. The majority of the surrounding area has always been detached single family housing. In 1993, the areas adjacent to College Street were designated as a part of the College Street Historic Landmark District. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "GU" - Governmental Use District - Vacant SOUTH: "R -TH" - Townhouse District - Single Family Detached Housing and "HGT" Historic Grapevine Township District - Buckner House EAST: "R -TH" - Townhouse District - First United Methodist Church WEST: "R -TH" - Townhouse District - Vacant AIRPORT IMPACT: The subject tract is not located within any of the noise zones as defined on the "Aircraft Sound Exposure: Dallas /Fort Worth Regional Environs" map. MASTER PLAN APPLICATION: The Master Plan designates the subject property as Residential Medium Density. The proposed parking facility does not comply with the Master Plan. TH /sk 0AZCU1CU00 -22.41 2 May 26, 2000 (2:38PM) ;J,aArchitects April 10, 2000 Development Services Planning Division P.O. Box 95104 Grapevine, TX 76099 APR 13 2000 Re: Conditional Use Permit Request - First United Methodist Church, Grapevine, Texas First United Methodist Church of Grapevine, Texas requests a Conditional Use Permit in accordance with Section 20., C., 5. of the Comprehensive Zoning Ordinance of Grapevine, Texas for Lot 1, Block 3 of the First United Methodist Church of Grapevine Addition. The request is to allow for off - street parking within 300' -0" of the primary use located on Lot 1 R, Block 1 of the same Addition. This piece of property is currently zoned R -TH, and will be included in the same plat for the primary piece of property. First United Methodist Church needs this parking lot to meet practical parking requirements as well as the minimum required parking by the zoning ordinance. This parking could potentially be shared with the community during non - church use such as events at the proposed adjacent Botanical Gardens. This would provide a much needed benefit within this neighborhood. We ask that you consider our request appropriately and promptly. Thank you. Sincerely, Jones C. McConnell, Jr. HH Architects M:19901 W ISMconditionaluse.doc Hatfield Halcomb Architects 14951 Dallas Parkway Suite 200 Dallas Texas 75240 Architecture Planning Interiors 972 404 1034 972 404 1036 Fax VICINITY MAP mill OF GR EVIni. —AS VARIANCE REQUESTED FOR OWSTREET PARKING tl yz VARIANCE REQUESTED FOR MASONRYREQUIREMENTS OF EXISTING BUILDINGS OWNER INFORMATION FIRST UNITED METHODIST CHURCH 422 CHURCH STREET GRAPEVINE,TEKAS 76051 APPLICANT INFORMATION JONES C. MCCONNELL JR. HH ARCHITECTS (ARCHITECT CONTRACTED WITH OWNER) 5910 NORTH CENTRAL EXPRESSWAY, SUITE 1260 DALLAS, TDTAS 75206 GRADING THE FINISHED FLOOR ELEVATION OF THE PROPOSED SANCTUARY VARIES. THE ELEVATION AT THE MAIN ENTRY WILL BE APPROXIMATELY 632. THERE WILL BE AREAS OF CUT THROUGHOUT THE SITE WITH MAXIMUMS OF APROMMATELY NINE FEET IN THE MIDDLE OF BLOCK 1. AREAS OF FILL ARE MINIMAL IN SIZE AND DEPTH. GRADES WILL MATCH AT PROPERTY LINES BY NATURAL SLOPE OR RETAINING WALL VARIANCE REQUESTED FOR BUILDING AND P.NTKING SETBACK, AND LANDSCAPINQ REQUIREMENTS __ _ _ _ —_ ____ _ _ _ —__ —__ ,�\\ 1. \ / ! � VARIANCE FOR ON REGE:'IE -11 ��� \ j - STAT PARKING I r q UCA C7 i - L L L I` T ``. ul LLI co A( ` - - -- - _ FUTURE 1 \ \ IN r I t V� 1 t 14R- W VARIANCE REQUESTED CE FOR ON- STREET PARKING ul ..•I f-.arca � '� I � I, O, r, .•_ �-F•Y7 t,� , W \ iya Z ,I SITE PLAN NORTH PUBLIC SERVICES WATER THE EXISTING WATER LINE ALONG FRANKLIN STREET WILL BE REMOVED.A NEW WATER UNE WILL BE ADDED ACROSS THE PROPERTY. CONNECTING TO THE EXISTING LINES ALONG CHURCH STREET AND SCRIBNER STREET. THIS LINE WILL PROVIDE WATER SERVICE TO THE PROPOSED SANCTUARY. SANITARY SEWER THE EXISTNG SANITARY SEWER ALONG FRANKLIN STREET WILL BE DIVERTED AROUND THE PROPOSED BUILDING AND RECONNECTED PRIOR TO TIEING INTO THE SANITARY SEWER ALONG SCRIBNER STREET. STORM SEWER MOST STORM ORAINAGE WILL BE HANDLED BY SURFACE RUNOFF. ROOF DRAINS AT THE PROPOSED SANCTUARY WALL BE CONNECTED UNDERGROUND AND OUT TO MOOREHEAD CREEK. FIRE A NEW FIRE HYDRANT WILL BE ADDED ALONG SCRIBNER STREET IN THE SOUTHWEST PORTION OF THE SITE. THE PROPOSED SANCTUARY 0 TO BE SPRINKLE CONNECTED TO PROPOSED NEW WATER ONES. ELECTRICAL D(ISRNG POWER ALONG FRANKLIN STREET WILL BE REROUTED, A 560 KVA TO SW KVA PAD MOUNTED TRANSFORMER WILL PROVIDE NEW SERVICE TO IRE BUILDING. .'!EN'S GAS SERVICE FOR 2.300 MEN WALL TAP OFF OF EXISTING GAS LINE. TELEPHONE EXISTING TELEPHONE CABLE ALONG FRANKUN STREET WILL BE REROUTED TO SERVE THE PROPOSED SANCTUARY. PARKING COUNT MINIMUM PARKING REQUIRED 1.141 SEATS AT 18"/ 3 SEATS PER SPACE 381 PARKING PROVIDED LOT 1R, BLOCK 1 REGULAR 73 65 138 HANDICAP ACCESSIBLE a 0 4 VAN ACCESSIBLE 2 0 2 LOT 1, BLOCK 2 CURflIENf ZONE R-TH TOWNHOUSE RESIDENTIAL /� CHURCH ALLOYED IN THIS ZONEM /J Y REGULAR 0 ba 64 LOT 1. BLOCK 3 •'OTAL SITE SF REGULAR 194 0 1A4 273 129 402 LEGAL DESCRIPTION WT 1, BLOCK 3 IRST UNITED METHODIST CHURCH OF GRAPEVINE ADDITION ZONING INFORMATION CURflIENf ZONE R-TH TOWNHOUSE RESIDENTIAL /� CHURCH ALLOYED IN THIS ZONEM /J Y 4 2000 OAT 1. BLOCK 3 •'OTAL SITE SF COVERAGE NUMBERS ARE APPROXMATE BUIID614G IMPERVIOUS AREA LOT 1. BLOCK 3 2,900 2% 55,000 36% MAXIMUM BUILDING COVERAGE 152.831 X 40% 61,132 MAXIMUM IMPERVIOUS AREA 152.831 X 60% 122,265 - BUILDING SF NUMBERS ARE APPROXIMATE 0 RC FUTURE BUILDINGS PORTABLE BUILDINGS 2,900 OCTAL 2.960 6Ole P 2 -20'Ol NOTE: - MINIMUM RADIUS FOR ALL DRIVEWAY ENTRANCE 5 20 FEET. - TYPICAL PARKING SPACE DIMENSION IS 9'X 18'. - ALL REQUIRED OFF STREET PARKING AND LOADING AND DRIVES, VEHICLE (AUTOS. TRUCKS. TRAILERS, BOATS ETC.) SALES, DISPLAY AREAS AND OUTSIDE STORAGE AREAS IN ALL DISTRICTS SHALL BE PAVED TO A MINIMUM STANDARD EQUIVALENT TO 4 INCH CONCRETE SLAB WITH 6 INCHES X 6 INCHES X 6 GAGE MESH WIRE OR A 2 INCH HOT MIX ASPHALTIC CONCRETE OVER 6 INCH CRUSH VV ROCK BASE. (SECTION 58.8). — • N - THE MINIMUM DRIVING LANE WIDTHS IN ALL PRIVATE PARKING LOTS FOR HEAD-ON PARKING IS A MINIMULI>AQF ` MGR P �I 3 v ((��JJ\\ CU00 -P2 IS A REQUEST TO ALLOW FOR OPF SITE PARKING WTHIN 3W FEET OF THE PRIMARY USE !N ACCORDANCE WITH SECTION 20.0 5 OF THE CRY ` OF GRAPEVINE COMPREHENSIVE ZONING ORDINANCE CASE NUMBER: CUOG -22 LOCATION: 422 CHURCH STREET LOT 1, BLOCK 3 FIRST UNITED METHODIST CHURCH OF GRAPEVINE ADDITION PLANNING AND ZONING COMMISSION DATE: SHEET: I OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES 1 O u � H < W �F U U3 x Z In P, a U I � J I I- IH9901 MAY 2000 CONDTDONAL USE SATE PLAN (A VARIABLE W107H RIGHT OF -WAY) CASE NAME: FIRST UNITED METHODIST GM MNE CASE NUMBER CUOO -22 LOCATION: 422 CHURCH STREET LOT 1R, BLOCK 1 LOT 1, BLACK Z LOT 1, BLOCK 3 FIRSTION IlID MEi�IODISt CHURCH OF GRAPENNE MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEEP: 2 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES J N o z a 0 50' 100' 4 251 =50 LEGEND PROPERTY LINE COORDINATE POINT NUMBER, SEE TABLE (THIS SHEET) FOR COORD. INFORMATION. SP SPACES DIMENSIONAL CONTROL NOTES = O CRD 1 1. ALL DIMENSIONS AND COORDINATES ARE TO EDGE OF ASPHALT UNLESS NOTED OTHERWISE. U D S RIPTION PL CORNER 2 5174.90 9366.01 PL CORNER 3 5175.14 Z 2. TYPICAL PARKING SPACES ARE 18' LONG BY 9' WIDE WITH 24' WIDE AISLES UNLESS NOTED OTHERWISE. 3. PARKING SPACES IN CURVES 4 5301.56 9305.49 PL CORNER ARE LAYED OUT SUCH THAT THE DIMENSION GIVEN ON THE PLAN IS THE SHORTEST 5298.19 9231.08 PL CORNER 8 DISTANCE BETWEEN STRIPES. THE SPACES ARE TYPICALLY 9' WIDE AT THE NARROWEST POINT. U PL CORNER 7 5170.62 4. ALL MEDIAN AND PERIMETER RADII ARE 3' UNLESS NOTED OTHERWISE. PARKING CORNER O i 4963.52 9215.22 PARKING CORNER 9 J TOTAL PARKING SPACES - 194 in CORNER z O 9233.44 PARKING CORNER 11 4819.74 9337.37 O 8 Q Z A COORDINATE TABLE O CRD 1 NORTHING 4702.05 EASTING 9365.74 D S RIPTION PL CORNER 2 5174.90 9366.01 PL CORNER 3 5175.14 9350.09 PL CORNER 4 5301.56 9305.49 PL CORNER 5 5298.19 9231.08 PL CORNER 8 5176.25 9229.87 PL CORNER 7 5170.62 9215.01 PARKING CORNER 8 4963.52 9215.22 PARKING CORNER 9 4837.62 9215.35 PARKING CORNER 10 4749.63 9233.44 PARKING CORNER 11 4819.74 9337.37 PARKING CORNER 12 4828.74 9337.38 PARKING CORNER 13 4882.74 9337.31 PARKING CORNER 14 4917.20 9351.34 15'R PT 15 4963.78 9337.22 PARKING CCC����I�22 18 5071.78 9337.11 PARKING COMM�2 17 5188.78 9337.00 PARKING CORER 18 5250.20 9347.35 PARKING CONKER 19 5249.86 9331.63 BUILDING C(R 20 5280.06 9333.79 BUILDING CO R 21 22 5223.78 5223.78 9308.99 9345.65 15'R PT 15'R PT 23 4731.64 9240.46 PARKING COP�y1jER 24 4731.71 9312.46 PARKING CORNER 25 4756.74 9337.43 PARKING CO2WR W W n� U. f o VA NOTES:, 1. ALL SURVEYING, INCLUDING HORIZONTAL AND VERTICAL CONTROL, HAS „BEEN BY DAVID C. MOAK SURVEYORS, INC., 105 BEDFORD ROAD, BEDFORD, '�(( 7 (817) 268 -2211. ENGINEER ASSUMES NO LIABILITY FOR ACCURACY vySU 2. REFER TO PLAT PREPARED BY DAVID C. MOAK SURVEYORS FOR BOUNdARY, AND LOT DETAILS. Q- .r ~0" O w U W c z G d 10"JI! G1' q _ 1 W W n� U. f o VA NOTES:, 1. ALL SURVEYING, INCLUDING HORIZONTAL AND VERTICAL CONTROL, HAS „BEEN BY DAVID C. MOAK SURVEYORS, INC., 105 BEDFORD ROAD, BEDFORD, '�(( 7 (817) 268 -2211. ENGINEER ASSUMES NO LIABILITY FOR ACCURACY vySU 2. REFER TO PLAT PREPARED BY DAVID C. MOAK SURVEYORS FOR BOUNdARY, AND LOT DETAILS. Q- .r Jz Q w z Q BENCHMARK: CHISLED SQUARE ON TOP OF SOUTH HEADWALL OF COLLEGE STREET OVER MOOREHEAD BRANCH ELEV a 623.06 3 ? E!° og 'gS C -1 2OF7 10"JI! G1' q Jz Q w z Q BENCHMARK: CHISLED SQUARE ON TOP OF SOUTH HEADWALL OF COLLEGE STREET OVER MOOREHEAD BRANCH ELEV a 623.06 3 ? E!° og 'gS C -1 2OF7 I 1 I 1 I I I CASE NAME: FIRST UNITED METHODIST GRAPEVINE CASE NUMBER: CU00 -22 422 CHURCH STREET 1 LOf 1, BLOCK LOi 1 BLOCK 3 IETiIODIST CHURCH GRAP€VINE (A VARIABLE WIDTH RIGHT-OF -WAIT) R SECRETARY 3 AND ZONING COMMISSION CHAIRMAN 3 OF 7 )ES NOT AUTHORIZE ANY WORK -UCT WITH ANY CODES OR ORDINANCES T OF DEVELOPMENT SERVICES 4' CONCRETE SIDEWALK (300E0 pI)MIN. COMPRESSIVE I/3 O 16' E.W. 2" SAND CUSHION SIDEWALK DETAIL NOT TO SCALE 4' WALK 1:12 SLOPE TOOL JOINTS O 4" -C — - -- 2' R 24' CURB # I g GUTTER SIDEWALK CURB RAMP NOT TO SCALE V -10" LINE 1 � - -- -- - -- - EDGE OF PARKING AREA - -_ - - -- 4" SCH. 40 PVC IRR, SLEEVE 4A- Z 24" CONCRETE CURB 3 GUTTER PARKING LIGHT STANDARD 3' + ANTIQUE LIGHT POLE TYPICAL 24" CONCRETE CURB & GUTTER (3000 pW CONCRETE) NOT TO SCALE — - - LEGENPROPERTY LINE 'I 1 � - -- -- - -- - EDGE OF PARKING AREA - -_ - - -- 4" SCH. 40 PVC IRR, SLEEVE A SAWCUT INE Z 24" CONCRETE CURB 3 GUTTER .� PARKING LIGHT STANDARD 0 50' 100' + ANTIQUE LIGHT POLE 1 =50' 1 6" CURB SIDEWALK PAVING �1 oQ- 4" THICK, 3000 PSI AC AT- 06 W / #3 0 18" O.C.EW. PARKING LOT PAVING T—. ER OF 2' HMAC WITH 6' i; CRUSHED STONE BASE !- PARKING SPACE PAVING NOTE: ,.r "....M ALONG SCRIBNER STREET TRANSITION FROM 2' - y.. TI 5' HMAC 3T° SPACES PAVING NOTES 1. SITE PAVEMENT SHALL BE 2' HMAC ON 6" CRUSHED STONE BASE PER DETAIL., UNLESS NOTED OTHERWISE. 2. SIDEWALK RAMPS SHALL BE CONSTRUCTED AT LOCATIONS SHOWN PER DETAL THIS SHEET. 3. MEDIANS SHALL BE BACKRLLED TO 1" BEOW TOP PAVEMENT FOR LANDSCAPING 4. SEE SHEET C -XX FUR PAVING DETAILS, PAVEMENT SECTIONS, AND JOINTING NOTES. 5. TRAFFIC BARRICADES WILL BE REQUIRED FOR Al. DRIVEWAY AND DRAINAGE CONSTRUCTION IN THE PUBLIC RIGHT -OF -WAY. BARRICADES SHALL CONFORM TO THE INSTALLATION SHOWN IN THE "TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', CURRENT EDITION, TEXAS DEPARTMENT OF TRANSPORTATION 6. NO WORM SHALL COMMENCE WITHIN EXISTING STREET RIGHT -OF -WAY WITHOUT AN APPROVED TRAFFIC CONTROL PLAN. CONTRACTOR SHALL NOTIFY THE CITY OF GRAPEVINE, DEPARTMENT OF TRAFFIC R TRANSPORTATION AT LEAST TWO (2) DAYS PRIOR TO BEGINNING WORK WITHIN THE RIGHT -OF -WAY, OR BEFORE PERFORMING ANY WORK WHICH WILL OBSTRUCT OR IMPEDE THE NORMAL FLOW OF TRAFFIC. 7. CONTRACTOR SHAM NOT UNLOAD DR STORE MATERIALS, PERMIT WORKERS TO PARK, NOR PARK EQUIPMENT WITHIN THE STREET RICHT -OF -WAY WHERE STREET IS OPEN TO PUBLIC TRAVEL WITHOUT PRIOR APPROVAL OF THE CITY OF GRAPEVINE, DEPARTMENT OF TRAFFIC & TRANSPORTATION. B. 5" HMAC PAVING SHALL BE USED FOR ALL PARKING SPACES ALONG SCRIBNER STREET. STRIPING NOTES 1. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE TEXAS DEPARTMENT OF TRANSPORTATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 2. PARKING LOT STRIPING SHALL BE 4' WHITE STRIPES IN THE LOCATIONS SHOWN. " 65' A SAWCUT INE Z I/ /I I DUMMY JOINT 2" TYPE "D" ~ /� �SYOAM a —T a 1 6" CURB SURFACE COURSE GAL 3' TYPE "A' BASE COURSE--\ -2 �1 oQ- AC AT- 06 T—. ER OF in C- 2 NOTE: TRANSITION FROM 2' I ALL CONCRETE FOR VALLEY GUTTER 6' CURB TO 0" SHALL BE 3000 pal REINFORCED PATH f4 BARS AT CURB IN 5' (TYP. EACH SIDE) 18" O.C.EW. SAWED DUMMY JOINTS 1 1/2' DEEP SUBGRADD�MDCOMPAC BY 3 /5' WIDE AND SEAL WITH HOT POURED ASPHALTIC MATERIAL 25' -0" _A 5° HMAC SEC PARKING ALONG SC PLAN NOT TO SCALE Lu a " W-0" MATCH EXISTING 2' -0" 4' -0" L.�r 2" TYPE "D" HMAC TACK C10.06 GAL. -: PAVEMENT I. PER S. Y. F , 2" CRUSHED RC -2 OR MC-2 2' HMAC WITH STONE BASE 8" CRUSHED STONE BASE OR HMAC REINFORCING STEEL SHALL BE #4 BARS O 18" O.C.E.W. ALL CONCRETE FOR VALLEY GUTTERS SHALL BE 3000 pal `' SECTION A -A D AND COMPACT S ED SUBGRAUBCRAOE TYPICAL DETAIL FOR 25' DRIVE APPROACH HMAC PARKING LOT SECTION NOT TO SCALE J zO oT Ir d j U U H O I— Z Z Vj Y Q CL �zL C� �a.,w _Z V) > LA w 8 i � - 8 * 91. t ..o n Py .4 om 0 L G .Ct o C `0e u C -2 3 OF 7 \` 1000 1A 10001 � ' 1 / \ \ IE 100 ffA f80WA J I; J 78 +00 ii 8 79+40 f �I ilk^ w J 1 1 D3 PROVIDE 35 SY IY RDCK RID RAP EROSION PROIFCIIQ! ] ALL S 1y7 /_ _ TOE ON W(M2J LOCATIM) 4 IDES / ^ /!! ( SNrH A, It 1 I II , II I1I. 1 COLLEGE STREET (A VARIABLE WIDTH RIGHT -OF -WAY) I' ramlo oIS - coNarEre -- le L NE ST RY / < RE51 EN I I SMH 0 _I c[ONCNErf DRIVE, 11 �a J POINr M A }D' UAN '19Ef 'T ' � A-[•YE Wtll El z 9EPN5 NIXVIN Ar ].85' EXISTING FRANICLJN 3fi TPHa[r r.,, fNr ' f/ y III 1_ bu y ;v ; I I n � ° ('[ -J LID °- COLLEGE STREET (A VARIABLE WIDTH RIGHT -OF -WAY) CASE RAW FIRST UNITED METHODIST CRAPUNE CAM NUMBER: C000 -22 LOCATKMk 422 CMIROH STREET LOT 1p, BLOCK BLOq(2, lDT 1 BLOCK 3 AODITK METHODIST CHURCH OF GR bWKE MAYOR SECRETARY DATE - PLANNING AND ZONING COMMISSION CHAIRMAN DATE SHEET' 4 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES PROPERTY LINE BUILDING LINE 11 Design Point Aree ­10 m CONTOUR ELEV. :'56: . __. �qYn D, Ms N TOP Of CURB ELEV. e1.39 � }® PROTECTION 0.41 PAVEMENT OR E�i 1 0.37 1 6.89 1 2.57 GROUND ELEV. 1 4.27 +0 A2 A2 0.42 10 0.90 0 I�taa 5 TOP OF INLET ELEV. 11.57 TOI- TCurb•Cut 7 FLOW LINE ELEV. 0.89 F/L- CONTROL NOTES: 4 1. SILT FENCE LOCATION f SIT FENCES IS ONLY SCHEMATIC. LENGTH OF SILT 11.57 TO A MINIMUM OF 95 PERCENT OF ASIA D698 NEAR. -1 TO +3 PERCENT, FENCES AND LOCATIONS SHALL BE PER FINAL LOCATIONS ESTABLISHED IN CURB INLET PROTECTION THE OPTIMUM MOISTURE CONTENT DETERMINED BY THAT TEST. R SHOULD CIP BE PROTECTED AND MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. Ilwrr=L�� STABILIZED CONSTRUCTION ACCESS INSTALLED. CURB INLET PROTECTION SHALL CONSIST OF PRE - MANUFACTURED 2. rte" r SILT FENCE WITH STEEL BACKING FABRICATED TO FR THROAT OPENING OF BE UNIFORMLY COMPACTED TO A MINIMUM OF 93 PERCENT OF ASTM D 698 INS' �! LU DIRECTION OF RUNOFF DETERMINED BY THAT TEST. CL 3. ON -SITE SOILS, FREE OF ROCK OR CONCRETE GREATER THAN 4 INCHES SLOPES SWILL BE AS INDICATED ON THE LANDSCAPE PLANS. PLANT MATERIALS IN ANY DIMENSION AND ANY UNSUITABLE MATERIAL, MAY BE USED AS MUST BE SUITABLE FOR USE UNDER LOCAL CLIMATE AND SOIL CONDITIONS. EXISTING CONTOURS GENERAL SITE FILL IN GENERAL, HYDROSEEDING OR SODDING BERMUDA GRASS IS ACCEPTABLE DURING THE SUMMER MONTHS (MAY 1 TO AUGUST 30). WINTER RYE OR 4. FILL MATERIALS SHALL BE SPREAD IN LOOSE LIFTS, LESS THAN 9 INCHES FESCUE GRASS MAY BE PLANTED DURING TIMES OTHER THAN THE SUMMER PROPOSED CONTOURS MONTHS AS A TEMPORARY MEASURE UNTIL SUCH TIME AS THE PERMANENT PLANTING CAN BE MADE DRAINAGE AREA EXISTING SITE TOPSOIL SHALL BE STRIPPED, STOCKPILED, AND SALVAGED Aj U. FOR USE AS TOPSOIL FOR FINAL GRADING. THE TOP 4 INCHES OF ALL 15. PRIOR TO COMMENCING ANY CONSTRUCTION, A CONSTRUCTION ENTRANCE AND LANDSCAPE AREAS, PARKWAYS AND ISLANDS SHALL RECEIVE TOPSOIL 0 Drain a Calculations Area Devi netlon Design Point Aree ­10 STORM DRAIN DESIGN POINT �q CA acne) I, NAtr) D, Ms I,a Infra ROCK RIP RAP EROSION Comm.Me Al PROTECTION 0.41 10 1 0.90 1 0.37 1 6.89 1 2.57 1 11.57 1 4.27 3' Cub -Cut A2 A2 0.42 10 0.90 0.38 8.89 2.60 11.57 y�y ��i v TCurb•Cut A3 4s E 0.89 GRADING OR EROSION CONTROL NOTES: 4 1. THE TOP 6' OF THE SUBGRADE PAVEMENT SHOULD ENI UNIFORMLY COMPACTED LOCATION f SIT FENCES IS ONLY SCHEMATIC. LENGTH OF SILT 11.57 TO A MINIMUM OF 95 PERCENT OF ASIA D698 NEAR. -1 TO +3 PERCENT, FENCES AND LOCATIONS SHALL BE PER FINAL LOCATIONS ESTABLISHED IN THE OPTIMUM MOISTURE CONTENT DETERMINED BY THAT TEST. R SHOULD THE FIELD. BE PROTECTED AND MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. 13. AS INLETS ARE COMPLETED. TEMPORARY SEDIMENT BARRIERS SHALL BE INSTALLED. CURB INLET PROTECTION SHALL CONSIST OF PRE - MANUFACTURED 2. FILL MATERIAL SHALL BE FREE OF VEGETATION AND DEBRIS, AND SHALL SILT FENCE WITH STEEL BACKING FABRICATED TO FR THROAT OPENING OF BE UNIFORMLY COMPACTED TO A MINIMUM OF 93 PERCENT OF ASTM D 698 INS' AT A MINIMUM OF +2 PERCENTAGE POINTS ABOVE THE SOILS' OPTIMUM MOISTURE DETERMINED BY THAT TEST. 14. THE SPECIFIC PLANT MATERIALS PROPOSED TO PROTECT FILL AND EXCAVATED 3. ON -SITE SOILS, FREE OF ROCK OR CONCRETE GREATER THAN 4 INCHES SLOPES SWILL BE AS INDICATED ON THE LANDSCAPE PLANS. PLANT MATERIALS IN ANY DIMENSION AND ANY UNSUITABLE MATERIAL, MAY BE USED AS MUST BE SUITABLE FOR USE UNDER LOCAL CLIMATE AND SOIL CONDITIONS. GENERAL SITE FILL IN GENERAL, HYDROSEEDING OR SODDING BERMUDA GRASS IS ACCEPTABLE DURING THE SUMMER MONTHS (MAY 1 TO AUGUST 30). WINTER RYE OR 4. FILL MATERIALS SHALL BE SPREAD IN LOOSE LIFTS, LESS THAN 9 INCHES FESCUE GRASS MAY BE PLANTED DURING TIMES OTHER THAN THE SUMMER THICK, AND UNIFORMLY COMPACTED AS NOTED ABOVE MONTHS AS A TEMPORARY MEASURE UNTIL SUCH TIME AS THE PERMANENT PLANTING CAN BE MADE 5. EXISTING SITE TOPSOIL SHALL BE STRIPPED, STOCKPILED, AND SALVAGED FOR USE AS TOPSOIL FOR FINAL GRADING. THE TOP 4 INCHES OF ALL 15. PRIOR TO COMMENCING ANY CONSTRUCTION, A CONSTRUCTION ENTRANCE AND LANDSCAPE AREAS, PARKWAYS AND ISLANDS SHALL RECEIVE TOPSOIL PERIMETER SILT FENCE SHALL BE INSTALLED AT THE LOCATION(S) SHOWN. SALVAGED FROM ON -SITE COMPACTED TO 80 PERCENT OF ASIM D 698. 16. AT THE COMPLETION OF THE PAVING AND FINAL GRADING, THE DISTURBED AREA(S) 6. ALL SODDING, GRASSING AND LANDSCAPING IN- NON -PAVED AREAS SHALL SHALL BE REVEGETATED IN ACCORDANCE WITH THE LANDSCAPE PUNS. BE AS SHOWN ON THE LANDSCAPE PLAN. 7. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES DURING ALL 17. SILT FENCE AND INLET SEDIMENT EARRIERS SHALL REMAIN IN PACE UNTIL PHASES OF CONSTRUCTION. REVECETATION HAS BEEN COMPLETED. B. MUD k SILT FROM TIRES SHOULD NOT BE TRACKED ONTO ROADWAYS. A 18. DISTURBED AREAS THAT ARE SEEDED OR SODDED SHALL BE CHECKED PERIODICALLY TEMPORARY WHEEL WASH STATION WILL BE REWIRED IF NECESSARY TO TO SEE THAT GRASS COVERAGE IS PROPERLY MAINTAINED. DISTURBED AREAS MTIIGATE SILT FROM GETTING ONTO THE ROADWAY. SHALL BE WATERED, FERTILIZED, AND RESEEDED OR RESOODED, IF NECESSARY. 9. CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH EPKS NPDES 19. EXISTING FLOODPLAIN AND FLOODWAY DELINEATIONS, CHANNEL CROSS - SECTIONS PROGRAM FOR CONTROL OF SILT AND EROSION. CONTRACTOR SHALL FILE AND EXISTING AND UNLTIMATE 100 YR WATER SURFACE ELEVATIONS HAVE BEEN A NOTICE OF INTENT (N01) WITH THE EPA PRIOR TO BEGINNING CONSTRUCTION. TAKEN FROM THE CITY OF GRAPEVINE MASTER DRAINAGE PLAN FOR MOREHEAD BRANCH (INDEX SHEET 9925). 10. R SHALL BE THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH EPKS NPOES REGULATIONS 440-M-122, 123 AND 124 CONCERNING EROSION 20. TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN ARE BASED ON AN ACTUAL AND SEDIMENT CONTROL FIELD SURVEY PROVIDED BY DAVID C. MOAK SURVEYORS, INC. DATED JUNE 18, 1999. 11. A STORM WATER POLLUTION PREVENTION PUN AND STORM WATER MANAGEMENT PLAN IS REWIRED BY THE EPA THE INSPECTION AND 21. PROPOSED GRADE FOR PARKING LET ARE ALL A MINIMUM ABOVE MAINTENANCE OF THE EROSION PREVENTION MEASURES SHALL BE ME IS U ULTIMATE 100 -YR FLOODPLAIN ELEVATIONS. ALL GRADING IS OUTSIDE ULTIMATE CONTRACTOR'S RESPONSIBILITY THROUGHOUT ALL PHASES OF CONSTRUCTION. 100 -YR FLOODWAY. THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A NOTICE OF TERMINATION [NOT] TO EPA AND ME OWNER UPON COMPLETION OF ME 22. DELINEATIONS OF 100 -YR FLOODPWN AND FLOODWAY ARE TAKEN DIRECTLY PROJECT. FROM CITY OF GRAPEVINE MASTER DRAINAGE PLAN. THE ACTUAL 100-YR ULTIMATE WATER SURFACE ELEVATIONS, IF DEUNEATED ON THE UPDATED TOPOGRAPHIC INFORMATION WRL BE NARROWER THAN SHOWN ON PLAN. Drain a Calculations Area Devi netlon Design Point Aree ­10 I To min Runoff CMI. CA acne) I, NAtr) D, Ms I,a Infra 0.ae ele Comm.Me Al Al 0.41 10 1 0.90 1 0.37 1 6.89 1 2.57 1 11.57 1 4.27 3' Cub -Cut A2 A2 0.42 10 0.90 0.38 8.89 2.60 11.57 4.37 TCurb•Cut A3 AS 0.89 1 10 0.90 0.82 6.89 4.28 11.57 1 7.18 3' CwttCut BENCHMARK: CHISLED SQUARE ON TOP OF SOUTH HEADWALL OF COLLEGE STREET OVER MOOREHEAD BRANCH ELEV - 823.06 O z Lj B= N Z LLB Z Q Cl 0 Y z oLdQ =AIL �zL ° Lj a Z W Q Ld �= m 0 Z D- Z � N ° Q V _w 0 LL_ � o m C A °o v C a m `off v° C m� `o .`4 0 � c C -3 4OF7 I I I I I I II 1/2 INOi SREI flop fgMp (A VARIABLE WIDTH RIGHT -OF -WAY) LEGEND: PROPERTY LINE BUILDING LINE SANITARY SEWER —" - -p —ss— B' SS — 4'W WATER FIRE HYDRANT WATER METER WATER VALVE SPRINKLER CONTROL BOX IRRIGATION SLEEVE — - — - — (4' SCH. 40 PVC) POWER POLE POWER POLE W/ STREET LIGHT ^- SEWER MANHOLE I-)— SIGN POST — ELEC. JUNCTION BOX ELEC. GUY WIRE ' GAS —� TAPPING SLEEVE AND VALVE TSV IRRIGATION METER CASE NAME FIRST UN90 METHODIST GRAPEVINE CASE NUMBER: CUOD -22 LOCATION: 422 CHURCH STREET LOT 1 BLOCK 1 LOT 1, BLOCK LOT 1, BLACK 3 FIRST UNM MET{IOMST CHURCH OF GRAPY VINE ADDITION MAYOR SECRETARY DATE PLANNING AND ZONING COMMISSION CHAIRMAN DATE SHEET: 5 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES N i 0 50' 100' Q- VJ UTILITY PLAN NOTES: 1. HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTIUTIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. CONTRACTOR SHALL VERIFY THE LOCATIONS PRIOR TO CONSTRUCTION. NETHER THE OWNER NOR ENGINEER ASSUMES RESPONSIBILITY FOR THE POSSIBILITY THAT UTILITIES OTHER THAN THOSE SHOWN EXIST. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES HAVING PROPERTY IN THE AREA OF CONSTRUCTION A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES. GTE 972 717 -7900 TXU ELECTRIC 214 812 -7391 TXU GAS 214 426 -7052 SWEIT 12141 745 -8081 3. ALL WATER, SEWER AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL COMPLY TO CITY OF GRAPEVINE SPECIFICATIONS, GENERAL DESIGN STANDARDS AND NORTH CENTRAL. TEXAS COUNCIL OF GOVERNMENTS STANDARDS 4. INSPECTION OF WATER AND SEWER UTILITIES, CLEANING, TESTING. AND CHLORINATION SHALL BE APPROVED BY THE CITY OF GRAPEVINE 5. THE CONTRACTOR SHAT REPAIR ALL NEW DAMAGE TO EXISTING UTILITIES OR ROADWAYS CAUSED BY HIS EQUIPMENT OR NEGLIGENCE. 6. TRAFFIC BARRICADES WILL BE REQUIRED FOR ALL UTILITY CONSTRUCTION IN THE RIGHT -OF -WAY. BARRICADES SHALL CONFORM TO THE INSTALLATION SHOWN IN THE '1980 TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL OLIACES: AS CURRENTLY AMENDED, TEXAS DEPARTMENT OF TRANSPORTATION. 7. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATORS STANDARDS (OSHA). B. ALL VALVE BOXES SHALT. BE SET TO MATCH FINISHED GRADE ALL VALVES IN THE CITY ROW SHALL BE MARKED PER THE CITY OF GRAPEVINE GENERAL DESIGN STANDARDS. 9. ALL 6' (AND SMALLER) WATER LINES SHALL HAVE 48' MINIMUM COVER BELOW THE GRADE OF ALL STRUCTURES AND PAVING. 10. THE CONTRACTOR SHALL COORDINATE WATER SERVICE LINES AND METER TRANSFERS WITH THE OWNER. THE CONTRACTOR WILL BE RESPONSIBLE FOR MATERIAL AND LABOR OF ALL RELATED WORK AND TRANSFERS OF SERVICE 11. THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING EXIST WATER IN SERVICE WRING CONSTRUCTION. 12. THE CONTRACTOR SHALL LOCATE THE HORIZONTAL AND LOCATION OF ALL OUSTING UTILITY LINES REQUIRING A CONN RON OR TIE IN. THE GRADE OF THE PROPOSED ONES SHALL BE DIUSTED ACCORDINGLY, BASED ON ACTUAL FIELD CONDITIONS. 13. TRENCH BACK FILL IN UNPAVED AREAS SHAYf E FOUR INCH OF TOPSOI PLUS SM MG AND SHALL ACCOUNT FOR S ENT WHEN ESTABLISHING FINISHED GRADE 14. ALL BURIED VALVES, FIRE HYDRANTS, META PING A ETALLIC EQUIPMENT SHAD. BE WRAPPED /COATED IN ROANCE MANUFACTURER'S RECOMMEHDATgNS FOR C SIGN P 15. THE CONTRACTOR SHALL INSTAL STANDARD DS AT LGGLiI N SHOWN. ALL NON- STANOARD VERTICAL AN IZOMAL D BE INSTALLED USING STANDARD BENDS AND OF TH ALLOWABLE JOINT DEF AS R BY THE PIPE MANUFACTURER. pyr 16. THE CONTRACTOR SHALL PROVIDE ALL TH OCKIN FITTI D BENDS AS REQUIRED IN ACCORDANCE WTIH CITY OF E 0 SPECIFICATIONS AND AS RECOMMENDED BY PIPE OF 17. AL WATER ONES SHAT BE HYDROSTATI STERILIZED PER CRY OF GRAPEVINE S7 AND TI 18. UTILITY TRENCHES SHALL. BE BACK FILLED MATERW. OF GRAPEVINE DETAILS. 19, 4' IRRIGATION SLEEVES SHOWN STWl BE _ D SHALL BE 2' BELOW FINISHED PAVEMENT GRADE TURNsyIR (SHED GRADE. CAP AND CLEARLY MARK. s` J I U U o J V) Z Z O d EL Lj- Wru �- Z W 2' 0 (7 J 0 LLJ W z n ^V1 /v u m c� e' a° So .25 04 o� .S-5 o� 0o c � " C -4 SEO. 5 OF 7 W Q- VJ CL Q er 0 BENCHMARK: CHISLED SQUARE ON TOP OF SOUTH HEADWALL OF COLLEGE STREET OVER MOOREHEAD BRANCH ELEV - 623.08 J I U U o J V) Z Z O d EL Lj- Wru �- Z W 2' 0 (7 J 0 LLJ W z n ^V1 /v u m c� e' a° So .25 04 o� .S-5 o� 0o c � " C -4 SEO. 5 OF 7 I I I I I I I (A VAR4I6LE WROTH RIGHT -OF -WAY) Ni 0 50' 100' LIGHTING FIXTURE SCHEDULE NO. MARK MANUFACTURER CATALOG NO. LAMP VOLT DESCRIPTION NOTES BY SYMBOL "(D" z EOOLUME EC.�/ECW ECAI B23H400MH 400 MH 4E0 ARM MOUNTED: BRONZE PAINT 1 1. SEE MEP PLANS FOR TRANSFORMER YARD LAYOUT, DETAILS & C4UTT FOR PRIMARY SERVICE, THOMAS EMCO UGHTNG 480BRPLF — LL DISIRTEIMN 3H: 1B' SO. 1 5' STRAIGHT SOUARE STEEL SSS30511D2 - - 30 FL POLE THOMAS UGHTING BRPPC SPRING CRY ELECTRICAL WASHNGT0N-18B GLOBE 150 MH 277 METRICAL DISTRIBUTION: 2 y T MFG CO. W /FINIAL FINISHED GRADE PAEMEM . B -17 VRBCL BARS PRIME PANT FLASH: POYCARBPUTE GLOBE e u c u WASHINGTON 110 - - FINISH: IRON OXIDE RED -PRIME PAINT ;� m PEDESTRIAN CASE NAME: FIRST UNITED METHODIST GRAPEVINE CASE NUMBER: =X) -22 LOCATION: 422 CHURCH STRE22E,,T LOT I FIRST RIfNTTID MEi�IOD�ISTI CH1Rgi OF GRAPEVINE ADDITION 3 ADDITION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CWURMAN DATE. SHEET: 6 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WrrH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES SYMBOLS o 01 N- PARKING LIGHT STANDARD *11 2❑ + ANTIQUE LIGHT STANDARD POLE CND. LUG UJI NOTES BY SYMBOL "(D" z < 1. CONNECT 277 VOLT CIRCUIT HOME RUN TO BUILDING ELECTRICAL OTHEIM 2. CONNECT 480 VOLT CIRCUIT HOME RUN TO BUILDING FLECTRICAIJY OTHELU NOTES 0. 2 1. SEE MEP PLANS FOR TRANSFORMER YARD LAYOUT, DETAILS & C4UTT FOR PRIMARY SERVICE, W 2. STREET LIGHTS SHALL MATCH PROPOSED STREET LIGHTS FOR CHURCH COMPLEX. -9 — LL • 0 NUT COVER, LOCKING NUT SPOT - WELDED TO BASE PLATE, FLAT WASHER, POLE BASE, LEVELING NUT SPOT- WELDED TO BASE PLATE NON - SHRINK CROUT� TO FILL DPI:NING II J O Li a B �flp 2 U Z U `s o its 0 _ Z_ Z_ Y a 0 Lj a n O C) DI J - Zz S m 5 Y a LIGHT POLE o Lij *11 POLE CND. LUG 0 �Yn < SS. ANCHOR BOLTS 110 EAU1P. GLAD. NO., SIZE k PATTERN CONDUCTOR 70 FIXTURES � Y�� GAD. CONDUCTOR /SU P m `; r � T, a LIGHT POLE o POLE CND. LUG 3 i SS. ANCHOR BOLTS 110 EAU1P. GLAD. NO., SIZE k PATTERN CONDUCTOR 70 FIXTURES ,r o ALIGftS DATA) GAD. CONDUCTOR /SU P (ON PKNG WITH CIRCUITS m T APPLICATIONS) �I' CHAMFER J (TYP) a a FINISHED GRADE PAEMEM . B -17 VRBCL BARS e u c u FINISHED GRADE - PAVEMENT ;� m CH I0 ry c w PRONDE 2ND AND JRD o $ CLAMP SUITABLE FOR CCONDU? WHERE SHOWN DIRECT BURLY & 0 c EXOTHERMIC WELD $ c STUB CONDUIT UP IN POLE 34SE 1' SCH 40 PVC W/ o 0 8 GLAD. PFIASE C0N0UC717R5 .1 1J SPIRAL B" PINCH w 0 & 1B EQUIP. CND. 24' ONE FLIT TURN TOP o J�4 x10 -0' _ - J' AND BOTTOM m c COPPER 12' -0' OR EMBED — J GROUND ROD J00'0 PSI MIN. 2'-0' INTO ROCK y' CONCRETE (FLAG - VERIFY) o d 24' Dbt 2' STANDARD LIGHT DETAIL SHEET X NOT TO SCALE C-5 sE4. 6 OF 7 CAGE I AE, FIRST UNITED METH001ST GRAPENNE CASE NUMBER CUOD -222 LOCA7M 422 CHURCH SM ET LOT 1R, BLOCK 1 LOT 1, BLOCK2, FIRST O E OCK 3 ADDnA MAYOR SECRETARY GATE PLANNING AND ZONING COMMISSION CHAIRMAN DATE- SHEET. 7 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES I I I I I I I GE I I y I fCE J— rnNLRE rE� W L a ,9 REFERENCE PLAN FOR TEPEE Size TYPE AND LOCATION ' Quantity DO NOT CUT CENTRAL LEADER y' 2 PLY FIBER REINFORCED �• HOSE, MIN. 112 " INSIDE DIA. I BRACE AT LOWEST BRANCH ry� qL T MINT 4' Hi . Ulmu Creesilolla Min. 14' HL, B' Spr. �a R�1E�gDe f� 978E DARE rE Bald Cypreae TWI TED 6 r— FINISH GRADE 4 ea. As REI Mln. 12' Ht., 5' SPr. Full «ar , �o U HL, 3' Spr. I gee. CO TeX THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO CONTACT Try Matched, Wei Branched, Full S.C. 'Red' D.B.H. DWARF BURFORD HOLLY (5 got.) C.M. Shnlbe/Groundcover B.C. BALD CYPRESS C.E. owed Burford Holly 30" Ht., 24' Spr. Cont. Full, 24' o.c. 134... Ilex comuta'Surfordii nano' SG MATERIALS ANY DAMAGE DONE TO THE TREES, BUILDING, STR ES, Seasonal Color 4'pots Select time for lnstallallon 150ea. AND METHODS MUST BE APPROVED BY THE OWNER. J— rnNLRE rE� W L a ,9 WTOROOTDALL, REMOVE TOP SET r-R(XN I"zABOVE EXIS TING GRAN E 8CARIPY BIDES AND BOTTOM OF TREE PfT BACKFILLI� pER SPECIFICATIONS BACKFILL IN 9" LIFTS, PER SPECS. NOTE. DO NOT USE STAKES UNLESS DIRECTED B7 LA TO SECURE TREE AGAINST SEASONAL PREVAILING WINDS. TREE STAKING /PLANTING PROCEDURE DETAIL NpT - eedl.e XAJb BED MM. 4" ABOVE! GRADE LATER OF DARK MULCH, SPEC'D. (I81-1 GRADE 1OTBALL, DO NOT DISTU M PEPARED SOIL MIX PER BPEC8. TIVE SOIL OR TOPSOIL PER PLAN 2 SHRUB I GROUNDCOVER PLANTING DETAIL lYSt TO efJl.V Cr u o c G FFRANKKLIN�r ENr 'T 5 \J ❑ '- COLLEGE STREET (A ✓AR/ABLE Kim RICHE -OF -WAY) PLANTING SCHEDULE REFERENCE PLAN FOR TEPEE Size TYPE AND LOCATION ' Quantity DO NOT CUT CENTRAL LEADER y' 2 PLY FIBER REINFORCED \ HOSE, MIN. 112 " INSIDE DIA. 3' Cal. BRACE AT LOWEST BRANCH ry� qL T MINT 4' Hi . Ulmu Creesilolla Min. 14' HL, B' Spr. 3" LAYER MULCH REF. SPECIFICATIONS R�1E�gDe f� 978E DARE rE Bald Cypreae TWI TED 6 r— FINISH GRADE WTOROOTDALL, REMOVE TOP SET r-R(XN I"zABOVE EXIS TING GRAN E 8CARIPY BIDES AND BOTTOM OF TREE PfT BACKFILLI� pER SPECIFICATIONS BACKFILL IN 9" LIFTS, PER SPECS. NOTE. DO NOT USE STAKES UNLESS DIRECTED B7 LA TO SECURE TREE AGAINST SEASONAL PREVAILING WINDS. TREE STAKING /PLANTING PROCEDURE DETAIL NpT - eedl.e XAJb BED MM. 4" ABOVE! GRADE LATER OF DARK MULCH, SPEC'D. (I81-1 GRADE 1OTBALL, DO NOT DISTU M PEPARED SOIL MIX PER BPEC8. TIVE SOIL OR TOPSOIL PER PLAN 2 SHRUB I GROUNDCOVER PLANTING DETAIL lYSt TO efJl.V Cr u o c G FFRANKKLIN�r ENr 'T 5 \J ❑ '- COLLEGE STREET (A ✓AR/ABLE Kim RICHE -OF -WAY) PLANTING SCHEDULE Plant Name Size Remarks Quantity Trees /� / /}y'(/J` ��''[��/�yy EXISTING TREE TO BE REMOVED \ Cedar Elm 3' Cal. Matched, Wei Branched 17 a.. Ulmu Creesilolla Min. 14' HL, B' Spr. Full 16 tree., 3' cal. 21 Imo, 3' cal. Bald Cypreae 3' Cal. Matched, Wei Bmnchad 4 ea. Taxodtum Dlallohum Mln. 12' Ht., 5' SPr. Full Crapemynle U HL, 3' Spr. Mln. 3 canes, Treat. -, gee. Lagemtroemie Indk:a TeX THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO CONTACT Try Matched, Wei Branched, Full S.C. 'Red' D.B.H. DWARF BURFORD HOLLY (5 got.) C.M. Shnlbe/Groundcover B.C. BALD CYPRESS C.E. owed Burford Holly 30" Ht., 24' Spr. Cont. Full, 24' o.c. 134... Ilex comuta'Surfordii nano' MATERIALS ANY DAMAGE DONE TO THE TREES, BUILDING, STR ES, Seasonal Color 4'pots Select time for lnstallallon 150ea. AND METHODS MUST BE APPROVED BY THE OWNER. W o.c. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, Hydromukn seed with 38,117 l.ewrl Bermuda grass ..f. Steel Edging 3116'X6' Steel edgirlg around ell 440 LF. landscape islands adjacent HMAC paving with no curb$ 3/16'x4' Steel edging for planting bads 800 L.F. -' 12--pan .—.and shlube Tree Tabulation Total callpar Inches on site: 424 Total capper Inches to remain: 194 Total caliper Inches to be removed: 230 All proposed I— shell comply Win the ptandng schedule. Perimeter Requirements Scribner Street: BBO LF. (1) tree 3' cal. per 50 L.F. along parking lots and vehicular use areas adjacent to street frontage or abudhtg proPenles. Off - street parking shall be screened by a living banter 30' ht. min. at dme of planting. Reou'had Provided 18 these, 3' cal. 5 exist. trees (avg. 27" cal.) 12 prop. tree. (3' cal.) Shrubs 30' M. 134 0 30' ht. GENERAL NOT 1. PLANT MATERIALS PLANTS SHALL BE NURSERY GROWN, VIGOROUS, WELL BRANCHED. OF NORMAL HABITAT OF GROWTH FOR THE SPECIES AND SHALL BE FREE FROM DEFECTS, SUNSCALD INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS OR INFESTATIONS. PROVIDE STOCK TRUE TO BOTANICAL NAME AND LEGIBLY TAGGED BY GROWER. ALL SUBSTITUTIONS MUST BE APPROVED. PLANTS NOT MEETING SPECIFICATIONS WILL BE REJECTED. PERFORM ALL WORK REQUIRED TO COMPLETE THE LANDSCAPING INDICATED BY THE DRAWINGS AND FURNISH ALL SUPPLEMENTARY ITEMS NECESSARY FOR PROPER INSTALLATION. WARRANTY ALL PLANTS FOR NINETY DAYS UPON FINAL ACCEPTANCE. REMOVE EXCESS SOIL AND OTHER MATERIALS FROM THE SITE LEAVE SITE IN CLEAN ORDERLY MANNER DAILY. 2. LAWN AREAS TILL AREA WHEN SOIL IS DRY TO A DEPTH OF B INCHES AND REMOVE CLODS AND DEBRIS GREATER THAN 1- V2 1NCH IN DIAMETER. TILL AREA TOA D EPTH OF I2INCHES WITHIN 5 FEET DIAMETER OF PROPOSED TREES. FINE GRADE TO INSURE POSITIVE DRAINAGE. ALLOW FOR MINIMUM OF 21NCHES OF TOPSOIL ON LAWN AREAS. MOUND PARKING ISLANDS IN CENTER FOR POSITIVE DRAINAGE TO PAVEMENT. HYDROMULCH LAWN AREAS WITH COMMON BERMUDA 3. BED PREPARATION AREA \SOIL \MULCH PREPARE BED AREAS WITH SANDY LOAMtCOMPOST MIX OR PROFESSIONAL BEDDING MIX BY VITAL EARTH RESOURCES. SPREAD 50/50 MIX OF SANDY LOAWCOMPOST (OR PROFESSIONAL BEDDING MIX) TO A DEPTH OF 5 INCHES IN PLANTING BEDS AND TILL INTO SOIL TO A DEPTH OF 12 INCHES. TILL WHEN SOIL IS DRY OR MOIST, BUT NOT WET. REMOVE DEBRIS AND CLODS GREATER THAN 1 K INCHES DIAMETER PRIOR TO PLANTING. ROUND BEDS A MINIMUM OF 41NCHES ASOVE CURBS OR PAVEMENT IN PARKING LOT ISLANDS. FINISH GRADE OR SOIL ON LEVEL AREAS SHALL BE NO LESS THAN 81NCHES BELOW FINISHED FLOOR. PROVIDE COARSELY SHREDDED BARK MULCH BY LIVING EARTH TECHNOLOGY OR APPROVED EQUAL. SPREAD TO MINIMUM DEPTH OF 2 INCHES IN PLANTING BEDS. DO NOT MULCH ABOVE FINISH FLOOR OR BOTTOM OF FOUNDATION VENTS. NL■■■ 0 50' 100' 1 =50 LEGEND 1 EXISTING TREE TO REMAIN 61,935 s.f Parking a ea Minimum 10% of gross parking area to be Ilvfng landscape. Within the /� / /}y'(/J` ��''[��/�yy EXISTING TREE TO BE REMOVED \ O PROPOSED FLOWERING TREE OPROPOSED TREE cocco PROPOSED SHRUBS 16 tree., 3' cal. 21 Imo, 3' cal. PROP. HYDROMULCH PE RMANMAN LAWN WITH PERMANENT IRRIGATION PROP. HYDROMULCH LAWN WITH TEMPORARY TeX THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO CONTACT Try IRRIGATION S.C. SEASONAL COLOR D.B.H. DWARF BURFORD HOLLY (5 got.) C.M. CREPE MYRTLE B.C. BALD CYPRESS C.E. CEDAR ELM Parking Lot Requirements 61,935 s.f Parking a ea Minimum 10% of gross parking area to be Ilvfng landscape. Within the grass parking area, (1% tree. 3' cal. per 400 s.1. of requlred interior landscape area. .. y Reoulred Provided W 6,194 s.f. 36.117 s1. 16 tree., 3' cal. 21 Imo, 3' cal. ,, Ui 4. UTILITY LOCATIONS TeX THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO CONTACT Try COMPANIES TO FLAG LOCATIONS OF UNDERGROUND UTILITIES NOR TO INSTALLATION. VERIFY'WITH THE OWNER THE PRESENCE OF t�TjLITIES. UTILITIES WHICH MAY BE ENCOUNTERED INCLUDE ELECTRICA S, TELEPHONE, CABLE, FI3ER OPTICS, WATER, SEWER, STORM DIDAND IRRIGATION LINES. �/ 5. DAMAGE T1 THE LANDSCAPE CONTRACTOR IS REQUIRED TO REPAIR WITH Ij(JD MATERIALS ANY DAMAGE DONE TO THE TREES, BUILDING, STR ES, PAVING, UTILITIES OR DTHER SITE IMPROVEMENTS. THE LAND CONTRACTOR SHALL BEAR THE COST OF REPAIR. REPAIR MATERIALS AND METHODS MUST BE APPROVED BY THE OWNER. 6. PERMITS THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, LICENSES AND RELATE) FEES TO INSTALL THE LANDSCAPING. 7. TREE PROTECTION TREE PROTECTION MUST OCCUR PRIOR TO SITEWORK OR BUILDING CONSTRUCTION. ALL PROTECTED TREES MUST BE FLAGGED WITH COLORED VINYL TAPE WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF AT LEAST 4 FEET SC AS TO BE VISIBLE TO WORKERS ON FOOT OR DRIVING EQUIPMENT. A PROTECTED TREE (DESIGNATED 'TO REMAIN' ON THE PLAN) MUST HAVE oROTECTIVE FENCING WHICH COMPLETELY ENCLOSES THE DRIP LINE OF THE TREE UNTIL CONSTRUCTION IS COMPLETED. DURING CONSTRUCTION, NO EXCESS SOIL, ADDITIONAL FILL, EQUIPMENT, LIQUIDS, OR CONSTRUCTION DEBRIS MAY BE PLACED INSIDE THE PROTECTIVE BARRIER, NOR MAY SOIL BE REMOVED FROM WITHIN THE BARRIER. CONTRACTOR IS TO PROVIDE TEMPORARY, CONTINUOUS FENCING AT THE DRIP LINE, MIN. HEIGHT OF 4 FEET. FENCING MATERIAL IS 2'x4' AGRICULTURAL NIKE MESH ATTACHED TO POSTS SET 2 FEET INTO THE GROUND ON 6 FOOT CENTERS. 8. SITE IRRIGATION THE OWNER WILL BE RESPONSIBLE FOR PROVIDING A LANDSCAPE IRRIGATION SYSTEM THAT COMPLIES WITH THIS PLAN AND THAT MAINTAINS THE LANDSCAPE AREAS. W W J d 2 U/ L.L 2 U o J Z 1- V) z g c Q n- 0LIQ ~ d W w aj It v dCD & CO (11: � Z O 0 t ^J Q VJ ©� 6 0 c� � o OJ 'C 01 o5 s° �u oc mo me — C -6 SEO. 7 OF 7