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HomeMy WebLinkAboutItem 23 - CU00-22 First United Methodist Church GrapevineTO: FROM: MEETING DATE: SUBJECT: r ---i I Pi Z,# HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION ROGER NELSON, CITY MANAGER�v H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICES'1r1 JUNE 6, 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. 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: 0:\ZCU\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. 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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 8 112"x 11 "sheet) t 1R, Block 1, Lot 1, Block 2, Lot 1, Block 3 First United Methodist Church of Gra evin S,wv of subject property Addition 10.01 Acres 436,030 Square footage Present zoning classification: Proposed use of the property: R-THfiU 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 ® Submit a letter describing the proposed conditional use and note the request on the site plan document Q9 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 ,eighborhood. application of site plan approval (Section 47, see attached Form B' . U—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 riled and will be placedyQ a agenda forpubllc'he2nng at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. H A] ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be k9inZWOthe 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 conditional use permit ci n;only be approved by city council through the public hearing process. ❑ I have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this application have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY Print Applicant's Name: 1An !cant _ inn tip - r A A The State Of Q -yT� ]� �? �/ County Of `Jf� �``Q�jGG r ,,' Before Me GLA J . ��A � ,( VLC( on this day personally appeared In ILP 5 G - a `n� cc'p 61"0-( ( P (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 I fafWrfor the purposes and consideration therein expressed. S. (Seal) Given under my hand and, `'r. day of q, p, Z0,6e o s _ • o 5 : Notary in Ybd For State Of Texas Print Property Owners Name: .�5-2a�� •° ` Proper' gnature: 1 1fSr l�� �i� 6-l{ 1� Ac,�r S MAL The State Of e KL -5 F,u..G. County Of G r - rt--� Before Me A CVL1,5 .. � � on this day personally appeared _- mliz,,X (notary) 0 (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 day of A. D. c�,2 OZ�-D Notary In And tate Of Texas,`.," aaArchitects 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, �) / i r Jones C. McConnell, Jr. HH Architects W\9901 WISClconditionaluse.doc Hatfield Halcomb Architects 14951 Dallas Parkway Suite 200 Dallas Texas 75240 Architecture Planning Interiors 972 404 1034 972 404 1036 Fa_i �� ev -,2z� ORDINANCE NO. AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 OF ORDINANCE NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF THE CITY CODE, BY GRANTING CONDITIONAL USE PERMIT CU00-22 TO ALLOW OFF SITE PARKING FOR THE FIRST UNITED METHODIST CHURCH IN A DISTRICT ZONED "R-TH" TOWNHOUSE DISTRICT REGULATIONS ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT, PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning & Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities, and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, an is in the best interest of the public ORD. NO. 2 at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1.That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Conditional Use Permit No. CU00-22 to allow for off-site parking within 300 feet of the primary use (First United Methodist Church) in accordance with Section 20.C.5 of the City of Grapevine Comprehensive Zoning Ordinance in a district zoned "R-TH" Townhouse District Regulations within the following described property: Lot 1, Block 3, First United Methodist Church Grapevine Addition (422 Church Street) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. ORD. NO. 3 Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. That this ordinance shall become effective from and after the date of its final passage. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on first reading on this the 6th day of June, 2000. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on second and final reading on this the day of 2000. APPROVED: ATTEST: APPROVED AS TO FORM: ORD. NO. 4 I VICINITY MAP OWNER INFORMATION PUBLIC SERVICES FIRST UNITED METHODIST CHURCH WAFER n22 CHURCH STREET GRAPEVINE, TEXAS MOST THE EXr571NG WATER UNE ALONG FRANKLIN STREET WILL BE REMOVED. A NEW WATER UNE 'VILL BE ADDED ACROSS THE PROPERTY, CONNECTING TO THE EXISTING LNES ALONG CHURCH APPLICANT INFORMATION STREET AND SCRIBNER STREET. THIS UNE WILL PROVIDE WATER SERVICE TO THE PROPOSED SANCTUARY. JONES aMCCONNET.L,JR, SANITARY SEWER _ HH ARCHITECTS (ARCHITECT CONTRACTED WITH OMER) -" "� --- 59K7 NORTH CENTRAL EXPRESSWAY• SURE 1200 DALLASTOM 75206 THE EXISTING SANITARY SEWER .*0 N THfl FRANKUN STREET WILL BE DIVERTED AROUND E PROPOSED BUILDING AND RECONNECTED \ PRIOR TO TIEING INTO THE SANITARY SEWER ALONG SCRIBNER GRADING STREET. �D �\ v��✓' STORM SEWER THE FINISHED FLOOR ELEVATION OF 'THE PROPOSED SANCTUARY VARIES. THE ELEVATION AT THE MAIN ENTRY WILL BE APPROXIMATELY MOST STORM ORANAGE WILL BE HANDLED BY SURFACE RUNOFF 632, THERE WILL 3E AREAS OF CUT THROUGHOUTTU THE SITE WITH ROOF GRANS AT THE PROPOSED SANCTUARY WILL Be CONNECIE,D % I t MAXIMUMS OF APPOwMATELY NINE FEET IN THE MIDDLE OF BLOCK 1. UNDERGROUND AND OUT TO MOOREHFAD CREEK. (1j AREAS OF FILL ARE MINIMAL IN SIZE AND DEPTH. GRADES WILL •P ` i MATCH AT PROPERTY UNES BY NATURAL SLOPE OR RETAINING WALL, FIRE l7 _1\ A NEW RAE HYDRANT WILL BE ADDED ALONG SCRIBNER STREET Y I IN THE SOUTHWEST PORTION OF THE SITE. THE PROPOSED y�. A \ i t� ; I SANCTUARY IS TO BE SPRINKLE CONNECTED TO PROPOSED NEW + ' (. WATER UNES ELECTRICAL DOSTING POWER ALONG FRANKUN STREET WILL BE REROUTED, A 500 TNA TO 600 KVA PAD MOUNTED TRANSFORMER WILL VARIANCE REQUESTED �• I PROVIDE NEW SERVICE TO THE BUILDING. FCR CN -STREET PARKING GAS :'..� NEW GLS SERVICE FCR 2.300 MBH WILL TAP OFF OF EXISTING GTS UNE. v!„ VARMISE REQUESTED FORr- MASCNRYREQUIREMENTS OF 1 - TELEPHONE EXISTING BUILDINGSx- \\ `I _` EXISTING TELEPHONE CABLE ALONG FRANKUN STREET '.WILL BE VPAWNCE REQUESTED FOR REROUTED TO SERVE THE PROPOSED SANCTUARY. BUILDING SND PAPKNG SETBACK. I• -- '" AND LANDSCAPING REQUIREMENTS PARKING COUNT VAR" 0 STRETRE kT nTEn KING FOR ON- MINIMUM PARKING REQUIRED PAR • �� \ / _ I 3 { UQAi1O - 1,141 SEATS AT 18'13 SEATS PER SPACE 7,81 /� i f :i • �g I 1 PARKING PROVIDED m• •�....%-�J ��\ ¢' i I.�y" y I\N,` o-� LOT IR. BLOCK 1 ^oa ® m + mvu ,..•y ( ,.. ` \ y 1 1' REGULAR 73 85 138 HANOICAP ACCESSIBLE 4 0 ';`\ \ 1 �-•-r VAN ACCESSIBLE 2 0 2 LOT 1, BLOCK 2 W I �\1� `- REGULAR 0 64 64 '1fdY- LOT 1. BLOCK 3 ,�( /11, REGULAR 1sa 0 Ia4 Q \' \ `i�* t 273 129 402 T ML j I µ»µ•n1 — _ FUTURE l 1 �ixA I I �— 1 F+ Y.1 � � ,,ter �. IIf ` j \`I II II X ♦ ••\ 1 \ q ` � 1q 1 A1f x � VARIANCE REGUUESTED —T rY—� _ _ _ _ - I• t �fbl t g ' cti FOR ON -STREET PARKING cr M I 30 100 200 SITE PIAN I NORM LEGAL DESCRIPTION WT 1, BLOCK 3 "QRST UNITED METHODIST CHURCH OF GRAPEVINE ADDITION ZONING INFORMATION CJPREM ZONE R-TH TOWNHOUSE RESIDENTIAL CHURCH ALLOWED IN THS ZONE Ay 4 2000 LOT i, BLOCK 3142.801 TOTAL SITE SF ,52.831.. 9 �`••"� COVERAGE NUMBERS ARE APPROXIMATE BUILDING IMPERVIOUS AREA i 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 80% 122.265 BUILDING SF AMBERS ARE APPROXIMATE FUTURE BUILDINGS PCR'ABLE BUILDINGS 2.900 TOTAL 2.900 NOTE: MINIMUM RADIUS FOR ALL DRIVEWAY ENTRANCE IS 20 FEET. TYP•.CAL PARKING SPACE D;MENSION IS 9 X 18' AL RECUIRED OFF STREET PARKING AND LOADING AND DANES. VEHICLE TAUTOS. TRUCKS TRAILERS, BOATS. ETC.! SALES, DISPLAY AREAS AND OUTSIDE STORAGE AREAS N ALL OISTRIC-S SHALL BE PAVED TO A MINIMUM STANDARD EQUIVALENT TO 4 INCH CONCRETE SLAB NRH 6 INCHES X 6 INCHES X 6 GAGE MESH WIRE OR A 2 INCH HOT 'AIX ASPHALTIC CONCRETE OVER 6 INCH CRUSH ROCK BASE (SECTION 58.8). THE MINIMUM DRMNG LANE WIDTHS IN ALL PRIVATE PARKING LOTS FOR HEAD -4N PARKING IS A MINIMUM OF 25 FEET. _1 •u` r4 I T 61re P 2-ib'Ot z m E-+ W U m y" �w I z CUOCd2 'IS A REOUE57 TO ALLOW FOR OFFSITE PARKING WTHIN 3W FEET OF THE PRIMARY USE fN WITH SECTION 20.05 OF THE CITY iACCORDANCE OF GRAPEVINE COMPREHENSIVE ZONWG ORDINANCE V i CASE NAME: FIRST UNITED METHODIST GRAPEVINE CASE NUMBER: 0000-22 -4 � LOCATION: 422 CHURCH STREET 1 LOT 1, BLOCK 3 FIRST UNITED METHODIST CHURCH OF GRAPEVINE ADDITION MAYOR SECRETARY DATE: HH9901 MAY 2000 PLANNING AND ZONING COMMISSION CONDITIONAL USE SiCE PtsN CHAIRMAN DATE: SHEET: I OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES (A VARIABLE WIDTH RIGHT-OF-WAY) CASE WE FM7 UNITED MEMODIST Q►APEVME CASE NUMSM CLW -22 LOCATION: 422 CHURCH STREET IAT 1 FL 3= 1 LOT i, EtLOCK 2, LOT 1, M M 3 FW ITEM 1116WDIST CHURCH OF GRAPEVINE ADDITION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHNRMAN DAT>r SHEET: 2 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES J N R= 0 50' 100' o LEND PROPERTY UNE COORDINATE POINT NUMBER, Jo SEE TABLE (THIS SHEET) FOR COORD. INFORMATION. SP - SPACES DIMENSIONAL CONTROL NOTES Z °- O 1. ALL DIMENSIONS AND COORDINATES ARE TO EDGE OF ASPHALT UNLESS NOTED OTHERWISE. U EASTING 9388.74 DESCRIPTIO PL CORNER 2. TYPICAL PARKING SPACES ARE 18' LONG BY 9' WIDE WITH 24' WIDE AISLES UNLESS NOTED OTHERWISE. fr_ 9366.01 Z 3. PARKING SPACES IN CURVES ARE LAYED OUT SUCH THAT THE DIMENSION GIVEN ON THE PLAN IS THE SHORTEST 3 5175.14 9350.09 DISTANCE BETWEEN STRIPES. THE SPACES ARE TYPICALLY 9' WIDE AT THE NARROWEST POINT,r , V O n 4. ALL MEDIAN AND PERIMETER RADII ARE 3' UNLESS NOTED OTHERWISE PL CORNER J 5 5298.19 9231.08 PL CORNER 6 TOTAL PARKING SPACES - 194 (n Z O 7 5170.62 a PARKING CORNER O 4983.62 Z CRD. A COORDINATE TABLE °- O 1 NORTHING 4702.05 EASTING 9388.74 DESCRIPTIO PL CORNER 2 5174.90 9366.01 PL CORNER 3 5175.14 9350.09 PL CORNER LiJ 4 5301.56 9305.49 PL CORNER m 5 5298.19 9231.08 PL CORNER 6 5176.259229.87 t"' PL CORNER G 7 5170.62 9215.01 PARKING CORNER 8 4983.62 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 9337.36 PARKING CORNER 13 4882.74 9337.31 PARKING CORNER 14 4917.20 9351.34 15'R PT 15 4963.78 9337.22 PARKING CORNER 18 5071.78 9337.11 PARKING CORNER 17 5188.78 9337.00 PARKING CORNER 18 5250.20 9347.35 PARKING CORNER 19 5249.86 9331.83 BUILDING CORNER 20 5280.08 9333.79 BUILDING CORNER 21 5223.78 9308.99 15'R PT 22 5223.78 9345.65 15'R PT 23 4731.84 9240.46 PARKING CORNER 24 4731.71 9312.46 PARKING CORNER 25 4756.74 9337.43 PARKING CORNER NOTES: 1. ALL SURVEYING, INCLUDING HORIZONTAL AND VERTICAL CONTROL, HAS BEEN PROVIDED BY DAVID C. MOAK SURVEYORS, INC., 105 BEDFORD ROAD, BEDFORD, TX. 76022-6208 (817) 288-2211. ENGINEER ASSUMES NO LIABILITY FOR ACCURACY OF SURVEY. 2. REFER TO PIAT PREPARED BY DAVID C. MOAK SURVEYORS FOR BOUNDARY, EASEMENT AND LOT DETAILS. BENCHMARK: CHISLED SQUARE ON TOP OF SOUTH HEADWALL OF COLLEGE STREET OVER MOOREHEAD BRANCH ELF! - 623.08 C-1 2 OF 7 = 1- °- O �wr o Luz Q LiJ W O ~ m z or: vT z LcLI t"' G Li 1. ALL SURVEYING, INCLUDING HORIZONTAL AND VERTICAL CONTROL, HAS BEEN PROVIDED BY DAVID C. MOAK SURVEYORS, INC., 105 BEDFORD ROAD, BEDFORD, TX. 76022-6208 (817) 288-2211. ENGINEER ASSUMES NO LIABILITY FOR ACCURACY OF SURVEY. 2. REFER TO PIAT PREPARED BY DAVID C. MOAK SURVEYORS FOR BOUNDARY, EASEMENT AND LOT DETAILS. BENCHMARK: CHISLED SQUARE ON TOP OF SOUTH HEADWALL OF COLLEGE STREET OVER MOOREHEAD BRANCH ELF! - 623.08 C-1 2 OF 7 . 11 a. 1 S��if t\1 'W COLLEGE STREET (A VARMBL.£ WIDTH RGNT-OF-WAY) 1 :: 4r • Ir 1 a♦ ' a1 rA. r . ► r r . MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CMRMAN DATE: SHEET: 3 OF T APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLCT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES ZOP .D R- N `z Y 4" CONCRETE SIDEWALK (3000 pai MIN. COMPRESSIVE TREN hl) 2' SAND J3 O 18E.W. CUSHION SIDEWALK DETAIL NOT TO SCALE 4' WALK� PROPERTY UNE 'I A SAWCUT NE a � 1:12 SLOPETOOL Q• JOINTS O � ,VO I To 4" C -C NOTE- OTETRANSITION — --- 2' R 24" CURB d: I S• ..®a GUTTER I--1 0 50' 100' SIDEWALK CURB RAMP NOT TO SCALE SAWED DUMMY JOINTS 1 t/2" DEEP 1'-10" 2' R /3BARS AS SHOWN_ 3' TYP. TYPICAL 24" CONCRETE CURB & GUTTER (3000 psi CONCRETE) NOT TO SCALE _ - - LLQM PROPERTY UNE 'I A SAWCUT NE a � ly Q• EDGE OF PARKING AREA � ,VO I ---------- 4' SCI. 40 PVC IRR. SLEEVE NOTE- OTETRANSITION TRANSITIONFROM 24' CONCRETE CURB h CUTTER 6" CURB TO 0' ..®a PARKING LIGHT STANOAIO 0 50' 100' + ANTIQUE LIGHT POLE t =50 SAWED DUMMY JOINTS 1 t/2" DEEP SIDEWALK PAVING BY 3/8' WIDE AND SEAL WITH HOT 4' THICK, 3000 P51 25'-0" W/+3 O 18' O.C.EW. PLAN PARKING LOT PAVING "t 2" HMAC WITH 6' 1 CRUSHED STONE BASE PARKING SPACE PAVING ..::..s ALONG SCRIBNER STREET �r 5' HMAC 9+ SPACES PAVING NOTES 1. SITE PAVDAEFT SHALL BE 2" HMAC ON 6" CRUSHED STORE BASE PER DETAIL. UNLESS NOTED OTHERWISE 2 SIDEWALK RADS SHALT. BE CONSTRUCTED AT LOCATIONS SHOWN PER DETAIL THIS SHEET. 3. MEXANS SHAU. BE BAC(FiUEO TO 1' BELOW TOP PAVEMENT FOR LANDSCAPING. 4. SEE SHEET C -XX FOR PAVING DETMS, PAVEMENT SECTIONS, AND JOINTING NOTES. 5. TRAFFIC BARRICADES WILL BE REOUIRED FOR ALL DRIVEWAY AND DRAINAGE CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY. BARRICPDES SHALL CONFORM TO THE INSTALLATION SHOWN IN THE "TD(/S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES% CURRENT EDITION, TEXAS DEPARTMENT OF TRANSPORTATION 6. NO WOES( SHALL COMMENCE WITHIN EM71K STREET RI HT -OF -WAY WITHOUT AN APPROVED TRAFFIC CONTROL RAN. CONTRACTOR SHALL NOTIFY THE CITY OF GRAPEVINE DEPARTMENT OF TRAFFIC 3 TRANSPORTATION AT LEAST TWO (2) DAYS PRIOR TO BEGINNING WORK WITHIN THE RIGHT-OF-WAY, OR BEFORE PERFORMING ANY WORK MICH WILL OBSTRUCT OR IMPEDE THE NORMAL ROW OF TRAFFIC. 7. CONTRACTOR SHALL HOT UNLOAD OR STORE MATERIALS, PERMIT WORKERS TO PARK, NOR PARI( EQUIPMENT WITHIN THE STREET RKIIT-OF-WAY WHERE STREET IS OPER TO PUBLIC TRAVEL WITHOUT PRIOR APPROVAL OF THE CITY of GRAPEVINE DEPARTMENT OF TRAFFIC i TRANSPORTATION. a 5' HMAC PAVING SHALL BE USED FOR ALL PARKING SPACES ALONG SCRIBNER STREET. STRIPING NOTES 1. ALL SIGNAGE AND STRIPING SHAD. 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. MATCH EXISTING 4-o'— PAVEMENT IV 1' �HMAC WITH 6 6" CRUSHED STONE BASE OR REINFORCING STEEL SHALL 5' HMAC BE J4 BARS O 18" O.C.E.W. ALL CONCRETE FOR VALLEY GUTTERS SHALL BE 3000 psi SECTION A -A TYPICAL DETAIL FOR 25' DRIVE APPROACH 2' TYPE 'D" SURFACE COURSE PRIME COAT -0.3 GAL 3" TYPE 'A" PER S.Y. OF BASE COURSE RC -2 OR MC -1 TACK OF .08 CAL PER PS.Y..Y. OF !� RC -2 OR MC -2 SCARIFIED AND COMPACTED 5" HMAC SECTION PARKING ALONG SCRIBNER ST. NOT TO SCALE 2" TYPE 'D' HMAC TACK COAT -0.08 CAL 2' CRUSHED PER S.Y. OF STONE BASE RC -2 OR MC -2 SCARIFIED AND COMPACTED SUBGRAOE HMAC PARKING LOT SECTION NOT TO SCALE 1— V) ly— LL C-2 3OF7 A SAWCUT NE a � DUMMY JOINT < Q• 6" CURB � ,VO I NOTE- OTETRANSITION TRANSITIONFROM ALL CONCRETE FOR VALLEY GUTTER 6" CURB TO 0' SHALL BE 3000 psi CONCRETE CURB IN 5' (TYP. REINFORCED WITH J4 BARS AT EACH SIDE) 18" O.C.E.W. SAWED DUMMY JOINTS 1 t/2" DEEP BY 3/8' WIDE AND SEAL WITH HOT POURED ASPHALTIC MATERIAL 25'-0" PLAN MATCH EXISTING 4-o'— PAVEMENT IV 1' �HMAC WITH 6 6" CRUSHED STONE BASE OR REINFORCING STEEL SHALL 5' HMAC BE J4 BARS O 18" O.C.E.W. ALL CONCRETE FOR VALLEY GUTTERS SHALL BE 3000 psi SECTION A -A TYPICAL DETAIL FOR 25' DRIVE APPROACH 2' TYPE 'D" SURFACE COURSE PRIME COAT -0.3 GAL 3" TYPE 'A" PER S.Y. OF BASE COURSE RC -2 OR MC -1 TACK OF .08 CAL PER PS.Y..Y. OF !� RC -2 OR MC -2 SCARIFIED AND COMPACTED 5" HMAC SECTION PARKING ALONG SCRIBNER ST. NOT TO SCALE 2" TYPE 'D' HMAC TACK COAT -0.08 CAL 2' CRUSHED PER S.Y. OF STONE BASE RC -2 OR MC -2 SCARIFIED AND COMPACTED SUBGRAOE HMAC PARKING LOT SECTION NOT TO SCALE 1— V) ly— LL C-2 3OF7 .. p / I 78+00 'I T t / , 1 �d 79+40 \�\\ �"` ✓ I t N" W o V) _ ED now "r 1 v \ (, UU,t nx. s xoa� .Mils met sou Pe0A0e u SY Ir Roar PR RAP E7109011 NOTE 110N W Y3 117E ON ALL 4 SW LOCATIONS) j.. COLLEGE STREET (A VARABLE MOTH RIGMF-OF-WAY) - ,� j--- EXIST NG FRANK" UN S . + suH�Y I I / f - I - A7, ,Z COLLEGE STREET (A VARGBL£ MOTH RIGHT-OF-WAY) 11 ! MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CMRMAN DATE SHEET: 4 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES PROPERTY UNE EXISTIN PROPOSED BUILDING UNE TO A MINIMUM OF 95 PERCENT OF ASTM 0698 NEAR, -1 TO +3 PERCENT, FENCES AND LOCATIONS SHALL BE PER FINAL LOCATIONS ESTABLISHED IN CONTOUR ELEV. -962 .......-_ _._ / TOP OF CURB ELEV.PAVEM IS PLACED. 13. AS INLETS ARE COMPLETED, TEMPORARY SEDIMENT BARRIERS SHALL BE NT OR �i�" +09D GROUND ELEV. ,, INLET. TOP OF INLET ELEV. 0.37 6.89 2.54 701 - FLOW UNE ELEV. V 3. ON-SITE SOILS, FREE OF ROCK OR CONCRETE GREATER THAN 4 INCHES SLOPES SHALL BE AS INDICATED ON THE LANDSCAPE PUNS. PLANT MATERIALS MUST BE SUITABLE FOR USE UNDER LOCA. CLIMATE AND SOIL CONDITIONS, SILT FENCE ii 3E SF iE-n CURB INLET PROTECTION 4, FILL MATERIALS SHALL BE SPREAD IN LOOSE UFTS, LESS THAN 9 INCHES C!R STABILIZED PLANTING CAN BE MADE, 5. EXISTING SITE TOPSOIL SHALL. BE STRIPPED, STOCKPKED, AND SALVAGED FOR USE AS TOPSOIL FOR FINAL GRADIN:. THE TOP 4 INCHES OF ALL CONSTRUCTION ACCESS LANOSCAPE AREAS, PARKWAYS AND ISLANDS SHALL RECEIVE TOPSOIL PERIMETER SILT FENCE SHALL BE INSTALLED AT THE LOCAIION(S) SHOWN. DIRECTION OF RUNOFF EXISTING CONTOURS 8. A SODDING, GRASSING AND LANDSCAPING IN r10 PAVED AREAS SHALL SHALL- BE REVEGETATED IN ACCORDANCE WITH THE LANDSCAPE PLANS. SHALL PROPOSED CONTOURS DRAINAGE AREA 7, CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES DURING ALL A I.J STORM DRAIN DESIGN O POINT TEMPORARY WHEEL WASH STATION WILL BE REWIRED IF NECESSARY TO MITIGATE SILT FROM GETTING ONTO THE ROADWAY. SHALL BE WATERED, FERTILIZED, AND RESEEDED OR RESODDED, IF NECESSARY. ROCK RIP RAP EROSION 19• EXISTING FLOODPLAIN AND FLOODWAY DELINEATIONS, CHANNEL CROSS-SECTIONS AND EXISTING AND UNLTIMATE 100 YR WATER SURFACE ELEVATIONS HAVE BEEN PROGRAM FOR CONTROL OF SILT AND EROSION. CONTRACTOR SAW. FILE INTENT (NOT) WITH THE EPA PRIOR TO BELWNING CONSTRUCTION. PROTECTION A NOTICE OF BRANCH (INDEX SHEET 9925). GRADING & EROSION CONTROL NOTES: 1. THE TOP 6* OF THE SUBGRADE PAVEMENT SHOULD BE UNIFORMLY COMPACTED 12. LOCATION SHOWN FOR SILT FENCES IS ONLY SCHEMATIC, LENGTH OF SILT TO A MINIMUM OF 95 PERCENT OF ASTM 0698 NEAR, -1 TO +3 PERCENT, FENCES AND LOCATIONS SHALL BE PER FINAL LOCATIONS ESTABLISHED IN THE OPTIMUM MOISTURE CONTENT DETERMINED BY THAT TEST. O SHOULD THE FIELD. BE PROTECTED AND MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT Ars. IS PLACED. 13. AS INLETS ARE COMPLETED, TEMPORARY SEDIMENT BARRIERS SHALL BE CA 1, W I-) Yuhr d- INSTALLED. CURB INLET PROTECTION SHALL CONSIST Of PRE -MANUFACTURED 2. FILL MATERUL SHAM BE FREE OF VEGETATION AND DEBRIS, AND SHALL SILT FENCE WITH STEEL BACKING FABRICATED TO FB THROAT OPENING Of BE UNIFORMLY COMPACTED TO A MINIMUM OF 93 PERCENT OF ASTM D 698 INLET. AT A MINIMUM OF +2 PERCENTAGE POINTS ABOVE THE SOILS' OPTIMUM MOISTURE 0.37 6.89 2.54 DETERMINED BY THAT TEST. 14. THE SPECIFIC PUNT MATERIALS PROPOSED TO PROTECT FILL AND EXCAVATED V 3. ON-SITE SOILS, FREE OF ROCK OR CONCRETE GREATER THAN 4 INCHES SLOPES SHALL BE AS INDICATED ON THE LANDSCAPE PUNS. PLANT MATERIALS MUST BE SUITABLE FOR USE UNDER LOCA. CLIMATE AND SOIL CONDITIONS, DIMENSION AND ANY UNSUITABLE MATERIAL. MAY BE USED u IN ANY DI MEN IN GENERAL., HYDROSEEMI G OR SODDING BERMUDA GRASS IS ACCEPTABLE GENERAL FILL WRING THE SUMMER MONTHS (MAY i TO AUGUST 30). WINTER RYE OR 4, FILL MATERIALS SHALL BE SPREAD IN LOOSE UFTS, LESS THAN 9 INCHES FESCUE GRASS MAY BE PLANTED DURING MMES OTHER THAN THE SUMMER MONTHS AS A TEMPORARY MEASURE UNTIL SUCH TIME AS THE PERMANENT THICK, AND UNIFORMLY COMPACTED AS NOTED ABOVE PLANTING CAN BE MADE, 5. EXISTING SITE TOPSOIL SHALL. BE STRIPPED, STOCKPKED, AND SALVAGED FOR USE AS TOPSOIL FOR FINAL GRADIN:. THE TOP 4 INCHES OF ALL 15. PRIOR TO COMMENCING ANY CONSTRUCTION, A CONSTRUCTION ENTRANCE AND LANOSCAPE AREAS, PARKWAYS AND ISLANDS SHALL RECEIVE TOPSOIL PERIMETER SILT FENCE SHALL BE INSTALLED AT THE LOCAIION(S) SHOWN. SALVAGED FROM ON-SITE COMPACTED TO 80 PERCENT OF ASTM D 698. AT THE COMPLETION OF THE PAVING AND FWAL GRADING, THE DISTURBED AREA(S) 8. A SODDING, GRASSING AND LANDSCAPING IN r10 PAVED AREAS SHALL SHALL- BE REVEGETATED IN ACCORDANCE WITH THE LANDSCAPE PLANS. SHALL EILLL AS SHOWN ON THE LANDSCAPE PLAN. 17• SILT FENCE AND INLET SEDIMENT BARRIERS SHAT REMAIN IN PLACE UNTIL 7, CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES DURING ALL HAS BEEN COMPLETED. PHASE'S OF CONSTRUCTION. PHASES 8. MUD k SILT FROM TIRES SHOULD NOT BE TRACKED OHIO ROADWAYS. A 18. DISTURBED AREAS THAT ARE SEEDED OR SOWED SHALL BE CHECKED PERIOOICALLY TO SEE THAT GRASS COVERAGE S PROPERLY MAINTAINED. DISTURBED AREAS TEMPORARY WHEEL WASH STATION WILL BE REWIRED IF NECESSARY TO MITIGATE SILT FROM GETTING ONTO THE ROADWAY. SHALL BE WATERED, FERTILIZED, AND RESEEDED OR RESODDED, IF NECESSARY. 9. COMPACTOR WILL 13E RESPONSIBLE FOR COMPLYING WITH EPKS NPM 19• EXISTING FLOODPLAIN AND FLOODWAY DELINEATIONS, CHANNEL CROSS-SECTIONS AND EXISTING AND UNLTIMATE 100 YR WATER SURFACE ELEVATIONS HAVE BEEN PROGRAM FOR CONTROL OF SILT AND EROSION. CONTRACTOR SAW. FILE INTENT (NOT) WITH THE EPA PRIOR TO BELWNING CONSTRUCTION. TAKEN FROM THE CITY OF GRAPEVINE MASTER DRAINAGE PUN FOR MOREHEAD A NOTICE OF BRANCH (INDEX SHEET 9925). 10, R SHALL BE THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH EPAS NPOES REWUTWNS 40 -CFR -122, 123 AND 124 CONCERNING EROSION 20. TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN ARE BASED ON AN ACTUAL CONTROL_ FIELD SURVEY PROVIDED 8Y DAVID C. MOAN SURVEYORS, INC, DATED AND SEDIMENT JUNE 18, 1999. 11. A STORM WATER POLLUTION PREVENTION PLAN AND STORM WATER MANAGEMENT PLAN S REWIRED BY THE EPA THE INSPECTION AND 21. PROPOSED GRADE FOR PARKING LOT ARE ALL A MINIMUM OF 4' ABOVE ULTIMATE 100 -YR FLOODPLAIN ELEVATIONS, ALL GRADING IS OUTSIDE ULTIMATE MWNTENAINCE OF THE EROSION PREVENi�N MEASURES SHALL BE ENE CONTRACTOR'S RESPOI15180.TIY 7NROLIGHOLT ALL PHlSFS Of CONSIRUL'NION. 100 -YR FLOODWAY. THE CONTRACTOR wILL BE RESPONSIBLE FOR SUBIATI'TINO A NOTICE OF TERMINATION [NOT] TO EPA ANO THE OWNER UPON COMPLETION Of THE 42 DELINEATIONS OF 100 -YR FLOODPLVN AND FLOODWAY ARE TAKEN DIRECTLY PROJECT. FROM CITY OF GRAPEVINE MASTER DRAINAGE PLAN. THE ACTUAL 100 -YR ULTIMATE WATER SURFACE ELEVATIONS, IF DELINEATED ON THE UPDATED TOPOGRAPHIC INFORMATION WIIL BE NARROWER THAN SHOWN ON PUN. BENCHMARK: CHISELED SQUARE ON TOP OF SOUTH HEADWALL OF COLLEGE STREET OVER MOOREHEAD BRANCH ELEV - 623.06 v Z n CL U O J LLJ Z Q pv1Y Z O a �zUj W 4 7 oLd W `t �- m z 5; z N ry F- Q U ry 0 11 a o C-3 4OF7 Drainage Calculations Ars* Dsd mdo. Deslgn Point Ars. Ta Rum" Coag. CA 1, W I-) Yuhr d- I,a aia CommerN� I ole AlI Al 1 0.41 110 0.90 0.37 6.89 2.54 11.57 4.27 3' Cwb-Cut A2 A2 0.42 10 0.90 0.38 8.89 2.80 11,57 4.37 3'Curb-CUL A3 A3 0.89 I. 0.90 0.92 1 6.89 1 429 1 11.57 1 7.19 IT Q -Cut BENCHMARK: CHISELED SQUARE ON TOP OF SOUTH HEADWALL OF COLLEGE STREET OVER MOOREHEAD BRANCH ELEV - 623.06 v Z n CL U O J LLJ Z Q pv1Y Z O a �zUj W 4 7 oLd W `t �- m z 5; z N ry F- Q U ry 0 11 a o C-3 4OF7 . . . . ...... d a "�— COLLEGE STREET (A VARIABLE WIOTH RIGH) -0F -WAY) �Pll Ir ILEI LEGEND: PROPERTY LINE BUILDING UNE IRRIGATIONSLEEVE ----- (4' SCH. 40 PVC) POWER POLE POWER POLE W/ STREET LIGHT ^- SEWER MANHOLE 4— M SIGN POST ELEC. JUNCTION BOX ELEC. GUY WIRE GAS — TAPPING SLEEVE AND VALVE TSV IRRIGATION METER CASE NAME FIST UNTIED METHODIST GRAPEM CASE NUMSM 0000-22 LOCATION: 422 ORM STREET LOT 1R, BLOCK 1 LOT 1, BLOCK 2, IAT 1, MM3 FIRST UNTIED kill DIST CHURCH OF WAPEMIE ADDITION MAYOR SECRETARY DATE. PLANNING AND ZONING COMMISSION CHAIRMAN DATE' SHEET: S OF 7 _ APPROVAL DOES NOT AUTMORIZE ANY WORK IN CONFLICT WiTH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES J a d� 0 50' 100' t =50 UTILITY PIAN NOTES:` 1. HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. CONTRACTOR SHAD. VERIFY THE LOCATIONS PRIOR TO CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER ASSUMES RESPONSIBILITY FOR THE1,A""`� POSSIBILITY THAT UTILITIES OTHER THAN THOSE SHOWN EXIST. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES HAVING PROPERTY IN THE AREA OF CONSTRICTION A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL CONTACT THE PROPER AArj 4E� 8 S5♦ SANITARY SEWER — --p—<+— VRU Y REPRESENTATIVE AS FOLLOWS FOR QUESTIONS OR COORDINATION OF <iV WATER —' — —° — FIRE HYDRANT L` v + WATER METER TXU GAS 214 428-7052 WATER VALVE ,, N SPRINKLER CONTROL BOX 3. ALL WATER, SEWER AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL COMPLY IRRIGATIONSLEEVE ----- (4' SCH. 40 PVC) POWER POLE POWER POLE W/ STREET LIGHT ^- SEWER MANHOLE 4— M SIGN POST ELEC. JUNCTION BOX ELEC. GUY WIRE GAS — TAPPING SLEEVE AND VALVE TSV IRRIGATION METER CASE NAME FIST UNTIED METHODIST GRAPEM CASE NUMSM 0000-22 LOCATION: 422 ORM STREET LOT 1R, BLOCK 1 LOT 1, BLOCK 2, IAT 1, MM3 FIRST UNTIED kill DIST CHURCH OF WAPEMIE ADDITION MAYOR SECRETARY DATE. PLANNING AND ZONING COMMISSION CHAIRMAN DATE' SHEET: S OF 7 _ APPROVAL DOES NOT AUTMORIZE ANY WORK IN CONFLICT WiTH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES J a d� 0 50' 100' t =50 UTILITY PIAN NOTES:` 1. HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. CONTRACTOR SHAD. VERIFY THE LOCATIONS PRIOR TO CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER ASSUMES RESPONSIBILITY FOR THE1,A""`� POSSIBILITY THAT UTILITIES OTHER THAN THOSE SHOWN EXIST. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES HAVING PROPERTY IN THE AREA OF CONSTRICTION A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL CONTACT THE PROPER AArj 4E� VRU Y REPRESENTATIVE AS FOLLOWS FOR QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTIUNES. GTE 972 117-7900 TXU ELECTRIC 214 812-7391 TXU GAS 214 428-7052 Sm214 745-8081 3. ALL WATER, SEWER AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL COMPLY TO CITY OF GRAPEVINE SPECIFICATIONS, GENERAL DESIGN STANDARDS AND NORTH CENTRA. TEXAS COUNCIL OF GOVERNMENTS STANDARDS r= U 4. INSPECTION OF WATER AND SEWER UTILITIES, CLEANING, TESTING, AND CHLORINATION SHALL BE APPROVED BY THE CITY OF GRAPEVINE S. THE CONTRACTOR SHALL REPAIR ALL NEV DAMAGE TO IXISTING UTILITIES OR ROADWAYS CAUSED BY HIS EQUIPMENT OR NEGUG04M � H 6. TRAFFIC BARRICADES WILL BE REQUIRED FOR All Ui1lRY CONSTRUCTION IN O THE RIGHT-OF-WAY. BARRICADES SHAT CONFORM TO THE INSTALLATION SHOWN IN THE '1980 TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.' AS CURRENTLY AMENDED. TEXAS DEPARTMENT OF TRANSPORTATION. (n Z Z 7. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE U.S. Q X DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH cl� ADMINISTRATORS STANDARDS (OSHA). © = d B. ALL. VALVE BOXES SHALL BE SET TO MATCH FINISHED GRADE. ALL VALVES IN THE CITY ROW SHALL BE MARKED PER THE CRY OF GRAPEVINE GENERAL Lj-Lil ` DESIGN STANDARDS _yzy CL W 9. ALL 6- (AND SAW1flR) WATER LINES SH4U. HAVE 48' MINIMUM COVER cc L W x BELOW THE GRADE OF Al STRUCTURES AND PAVING. (n -� 10. THE CONTRACTOR SHALL COORDINATE WATER SERVICE LINES AND MERIT TRANSFERS WITH THE OWNER, THE CONTRACTOR WILL BE RESPONSIBLE FOR LL_! (r til MATERIAL AND LABOR OF ALL RELATED WORK AND TRANSFERS OF SERVICE Zz 11. THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING EXISTING WATER MAINS z Of IN SERVICE DURING CONSTRUCTION. I) (t) 12. THE CONTRACTOR SHALL LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING URUIY LINES REQUIRING A CONNECTION OR TIE N. THE GRADE OF THE PROPOSED LINES SHALL BE ADJUSTED U) ACCORDINGLY, BASED ON ACTUAL FIELD CONDITIONS. 13. TRENCH BACK FILL IN UNPAVED AREAS SHALL BE FOUR INCHES OF TOPSOIL PILUS SEEDING AND SHALL ACCOUNT FOR SETTLEMENT WHEN LL ESTABUSHING FINISHED GRADE 14. ALL BURIED VALVES, FIRE HYDRANTS. METALUC PIPING AND METALLIC EQUIPMENT SHALL BE WRAPPED/COATED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR CORROSION PROTECTION. 15. THE CONTRACTOR SHALL INSPLL STANDARD BENDS AT LOCATIONS SHOWN. ALL NON-STANWRD VERTICAL AND HORIZONTAL BOOS SHAll. BE INSTALLED USING STANDARD BENDS AND 75% OF THE MAX. ALLOWABLE JOINT DEFECTIONS AND MIN. RADIUS AS RECOMMENDED BY THE PIPE MANUFACTURER. $ $ o 16. THE CONTRACTOR SHALL PROVIDE ALL THRUST BLOCKING AT All FITTINGS AND BENDS AS REQUIRED IN ACCORDANCE WITH THE CRY OF GRAPEVINE STANDARD SPECIFICATIONS AND AS RECOMMENDED BY THE PIPE MANUFACTURER. g 17. ALL WATER UNES SHALL BE HYDROSTATICALLY TESTED AND STERILIZED PER CITY OF GRAPEVINE STANDARDS AND SPECIFICATIONS. W c a o i 16. UTILITY TRENCHES SHALL BE BACK FILLED WITH MATERIAL PER CITY OF GRAPEVINE DETARS. W -B 19. 4' IRRIGATION SLEEVES SHOWN SHALL BE 4' SCH 40 PVC AND SHW1 BE 3 2' BELOW FINISHED PAVEMENT GRADE TURN -UP ENDS TO FINISHED GRADE, CAP AND CLEARLY MINK. -i? N=8 on o$ CU O C BENCHMARK: m � CHISLED SQUARE ON TDP OF SOUTH 2 HEADWALL OF COLLEGE STREET OVER MOOREHEAD BRANCH ELEV + 623.08 q C-4 SEC. 5 OF 7 (A YARIAGLE MOTH RICHT-OF-WAY) LIGHTING F►XTURF SnHFnt If F NM MARK MANUFACTURER CATALOG NO. WAP VOLT OFSCRIPDON ECOLUME ECA/ -GW WAI823N400MN 400 MN s80 NW MOUNTED. BRONZE PNW 1 ANCWR BM73 ... EMCtl UGHTING 4808RPtp DISTRIBUTION 3W 10' S0. 1 • 5' STRAIGHT SOUPRE STEM SSS3051102 — — JO FL POLE MFSR5 DAM) THOMAS UGHTING BRPPC ((�� SPRING CITY ELECMICJL WASHINGTON—IBB GLOBE 150 MH 277 SYMMICAL MTRIBUTXIW 2 CHA MFG CO. K/FlNML PRIME PAINT FINISH: PO(CARBINATE GLOBE (TYP) KAFINGIIXi +1D — — FINIFk IRON OXIDE RED—PRIME PANT PFDETTRIAII CASE NAME: FIRST UNITED METHODIST GRAPENNE CASE HUMBER: MM -22 LOCATM 422 CHtWH STREET LFDFTS RKMES1RK CH APEA3 ADDITION MAYOR - SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE' SHEET: 6 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICE SYMBOLS U] PARKING UCHT STANDARD 02 } ANTIQUE LIGHT STANDARD NOTES BY SYMBOL "0" 1. CONNECT 277 VOLT CIRCUIT HOME RUN TO BUILDING ELECTRICAL (BY OTHERS). 2. CONNECT 480 VOLT CIRCUIT HOME RUN TO BUILDING ELECTRICAL (BY OTHERS). NOTES 1. SEE MEP PLANS FOR TRANSFORMER YARD LAYOUT, DETAILS k CONDUIT FOR PRIMARY SERVICE. 2. STREET LIGHTS SHALL MATCH PROPOSED STREET LIGHTS FOR MAIN CHURCH COMPLEX. NUT COVER, LOCKING NUT SPOT- WELDED TO BASE PLATE, FLAT WASHER, POLE BASS LEVELING TYPICAL NUT SPOT-WELDED TO BASE PLATE CONDUIT GROUT TO FILL OPENING ry z D Q n U a J U) Z Z p Y = 7- �w�J >Z> W W � F-- ILV)o Lij (� z V Z LY Z D 0 Y ry V) a_ It LL - 0 me C-5 6OF7 LIGHT POLE POLE M. LTM. SS ANCWR BM73 /IO EOf/IP. CND. r.SIZE d' PATTERN -fA77/RE3 CONDUCTOR 70 MFSR5 DAM) ((�� lB EOD/i? CAD. CONDUCMR IATPAWAIGJIONS) CHA INSTALLED WITH CTRCU7T5 (TYP) J. PA4EUEM 8-/7 VER77CAL WS -- fTMSHID GRADE i' 5721.40 PA'EIAENT P4C h — PALMDE 2ND AND JRD CLAMP SUITABLE FDR CONDUIT WHERE DIRECT BURIAL h SHOWN EXOTHERMIC MELD 1• P� ,�/STUB CONOU? UP W POLE &TSE PH1CDNOUa R EOU/P. CND.PUCH f88 /8 ONO. 4' SONE RFLRAAl TURN J 4x10'-0' J' AND BOTTOM CROUNO R00 T2'-0' OR WED 1000 P57E7E _ _ (ENC Z-00' INW ROCK 24' DIA. L 1' STANDARD UGHT (2)STANDARD DETAIL TO SCALE ry z D Q n U a J U) Z Z p Y = 7- �w�J >Z> W W � F-- ILV)o Lij (� z V Z LY Z D 0 Y ry V) a_ It LL - 0 me C-5 6OF7 0 71 114 C' i1 1 DATE: PUNNING AND ZONING COMMISSION MTF - SHEET: 7 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES 'q- COLLEGE STREET (A VARMBLE WTD7H RIGHT OF -WAY) REFERENCE PLAN FOR TREE •,L TYPE AND LOCATICN DO NOT CUT CENTRAL LEADER 2 PLY FIBER RER•FORGED HOSE, MIN. V2 • INSIDE DIA. BRACE AT LOWEST BRANCH 3' LAYER MLJLGH REP, SPECIFICATIONS 'MISM GRADE ri00TBAt.L, REt'tOVE TOP Ul OP BURLAP 84?t T" _ I' ABOVE EXIS'(INO GRADE SCARIFY SIDES fV4D --IT OF TREE PIT BACI�ILL (°ER SPECIFICATIONS 2 ) BACKFILL N 9' LIFTNOTS, FER SPECS. ROOTS L Er DO NOT STAKES UNLESS DIRECTED BY LA TO SECURE TIME AGAINST SEASONAL PREVAILING UNDO. (D TREE STAKING I PLANTING PROCEDURE DETAIL _ ro. '. PLAN FOR SH" t GROLt LWVER PE AND CATGUT KIND BED MIN. 4' ABOve GRADE LAYER OF MAW MULCH, BPEC'D. 1844 GRADE IOTBALLL, DO NOT DISTURB £PARED BOIL MIX PER SPECS. I" SOIL OR TOPSOIL n SHRUEt I GROUNDCOVER PLANTING DETAIL f rnr ro euu PLANTING SCHEDULE Plant Name Size Remarks Quantity Tteee Cedar Elm 3' Cd. Matched, Wal El—hed 17 sees Ulm.. Creeedolla Min. 14' Ht., S Sot, Full OPROPOSED Bald Gyprae. 3• Cal. Matched, Wel Branch d 4 ea. T ... dlum Oistkhum Min. IT HL, T Spr. Full LAWN WITHfrH PERMANENT ENT CrapemyNa 0' Ht.. T Spr. Min. 3 can., Trodortn, gee. LAgaretmemia Indica PROP. HYDROMULCH Matched. Wait 0ranched, FW 'Red' - IRRIGATION Sh.bWO—dcovar SEASONAL COLOR D.8.1-1. DWARF BURFORD HOLLY (5 9.1.) D"d Burford Holy 30' Ht., 24' Spr• Cont, Full, 24' o.c. 134 ea. ilea comutn'BunoN11 nena' CEDAR ELM S.aonel Cola, 4' Pot. Select time for IrglNlation 150 ea. B• o.c. La— Hydmmukh lead Mth 38,117 Betmude grave nJ St" Edging Wifi' z F Steel edging anwM e. 440 LF, lerdacape island' adjacent HMAC pavmg a th .curb. ._ 3118' x 4' Steel edging for plan" bade 800 LF. _ In 2 _ n area and lhnnb. Tree Tabulation Told odlper Inches on M.; 124 TOtd caliper Inch. to I.—M: 194 TOtel caliper Inches to be removed: 230 AN prpwsed tress ahM —ply -rh chs pland.9 ochodude. Perimeter Requirements Scdbner SITed: 860 L.F. (1) tr. 3' cal. par 60 LF. Wong parking 1016 and vehk:uinr use ones 21, M llr.t Iromepe or s0uning propemW Oe-streal pankMg ehae be sc—d t'y a fly" burner 30' ht. min. W tine of pl.ong. Rec. Llmdm 18 boas, 3' cd. 5 anal. trees (avg. 27' cal.) 12 prop. trees (3' p.Q S1auM 30' ht. 134 Q 30' M. 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 S INCHES AND REMOVE CLODS AND DEBRIS GREATER THAN 1-112 INCH IN DIAMETER. TILLAREA TO A DEPTH OF 12 INCHES WITHIN 6 FEET DIAMETER OF PROPOSED TREES. FINE GRADE TO INSURE POSITIVE DRAINAGE. ALLOW FOR MINIMUM OF 2 INCHES OF TOPSOIL ON LAWN AREAS, MOUND PARKING ISLANDS IN CENTER FOR POSITIVE DRAINAGE TO PAVEMENT, HYOROMULCH LAWN AREAS WITH COMMON BERMUDA 3. BED PREPARATION AREA\SOIL\MULCH PREPARE BED AREAS WITH SANDY'LOAM\COMPOST MIX OR PROFESSIONAL BEDDING MIX BY VITAL EARTH RESOURCES. SPREAD 5W5o MIX OF SANDY LOAWCOMPOST (OR PROFESSIONAL BEDDING MIX) TO A DEPTH OF S 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 I X INCHES DIAMETER PRIOR TO PLANTING. MOUND BEDS A MINIMUM OF 41NCHES ABOVE CURSE OR PAVEMENT IN PARKING LOT ISLANDS. FINISH GRADE OR SOIL ON LEVEL AREAS SHALL BE NO LESS THAN a INCHES 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. N 0 50' 100' 1"=50 LEGEND f St EXISTING TREE TO REMAIN 4 . �"' nEcw X:/ X10- COSTING TREE TO BE REMOVED fir'IO" Flu `---S O PROPOSED FLOWERING TREE OPROPOSED TREE 0Q PROPOSED SHRUBS PROP. LAWN WITHfrH PERMANENT ENT IRRIGATION PROP. HYDROMULCH �•«.:.„, LAWN WITH TEMPORARY - IRRIGATION S.C. SEASONAL COLOR D.8.1-1. DWARF BURFORD HOLLY (5 9.1.) C.M. CREPE MYRTLE B.C. BALD CYPRESS C.E. CEDAR ELM Parking Lot Regutrement8 61,935..f Parking—. Mlr6mum 10Y. of groes perking el. t° be Oving lendtcepa. W hMn the groes Parking ares, 01 tree, 3- cal. "1 400 -J. of regr4red Imenc, landscape eros. ProAd 8,194 J. 38,117.J. 16 trees, 3' cd, 21 Irese, 3' cal. 4. UTILITY LOCATIONS THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO CONTACT UTIUTY COMPANIES TO FLAG LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO INSTALLATION. VERIFY WITH THE OWNER THE PRESENCE OF UTILITIES. UTILITIES WHICH MAY BE ENCOUNTERED INCLUDE ELECTRICAL GAS. TELEPHONE. CABLE, FIBER OPTICS, WATER, SEWER, STORM DRAIN AND IRRIGATION ONES, S. DAMAGE THE LANDSCAPE CONTRACTOR IS REQUIRED TO REPAIR WITH IN KIND MATERIALS ANY DAMAGE DONE TO THE TREES. BUILDING, STRUCTURES, PAVING, UTILITIES OR OTHER SITE IMPROVEMENTS. THE LANDSCAPE CONTRACTOR SHALLBEAR 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 RELATED FEES TO INSTALL THE LANDSCAPING. 7. TREE PROTE(nON TREE PROTECTION MUST OCCUR PRIOR TO SITEW ORK OR BUILDING CONSTRUCTION, ALL PROTECTED TREES MUST BE FLAGGED WITH COLORED W NYL TAPE WRAPPED AROUND THE AWN TRUNK AT A HEIGHT OF AT LEAST 4 FEET SO AS TO BE VISIBLE TO WORKERS ON FOOT an DRIVING EQUIPMENT. A PROTECTED TREE (DESIGNATED TO REMAIN' ON THE PLAN) MUST HAVE PROTECTIVE FENCING WHICH COMPLETELY ENCLOSES THE DRIP UNE OF THE TREE UNTIL CONSTRUCTION IS COMPLETED. DURING CONSTRUCTION, NO EXCESS SOIL, ADDITIONAL FILL, EQUIPMENT, LIQUIDS, OR CONSTRt=ON 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 UNE, MIN HEIGHT OF 4 FEET. FENCING MATERIAL IS 2'x4' AGRICULTURAL WIRE MESH ATTACHED TO POSTS SET 2 FEET INTO THE GROUND ON a FOOT CENTERS. 8. SITE IRRIGATION THE OWNER WILL BE RESPONSIBLE FOR PROVIDING A LANDSCAPE IRRIGATION SYSTEM THAT COMPUES w" THIS PLAN AND THAT MAINTAINS THE LANDSCAPE AREAS. i TZ U Z U Q F Z V)Z _ Z Q (Qn Y a X O CL W ofU Ld w Z Z M Z of !.) (n 'F— v ! LL - rr� 3 � v° o j C ° o° o� �o c� oc oc 00 `oo me C-6 7 OF 7