Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Item 03 & 29 - CU17-13 Waffle House
TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT WILLIAMS, DEVELOPMENT SE ICES DIRECTOR MEETING DATE: JULY 18, 2017 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU17-13, WAFFLE HOUSE I r--1 I I I I I Grapevine y? APPLICANT: Waffle House, Inc. Lake bov I.H.635 Northwest PROPERTY LOCATION AND SIZE: ds 1°�o' �� tta-- The subject property is located at 2805 Bass Pro Drive and is platted as Lot 1B, Block 1 , Bethel sti Aiirrport yFW Center. The property contains 35,147 square feet LHall-Johnson iso and has approximately 163 feet of frontage along Lm Enchanted Way and 192 feet of frontage along Bass J Glade Rd - I Pro Drive. 3 REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to amend the previously approved site plan of CU15-33 (Ord. 2015-47)for a planned commercial center specifically to allow for a 20-foot pole sign in conjunction with a restaurant. The City Council at the August 18, 2015 meeting approved the subdivision of the subject site from the adjacent lot to the west developed as a convenience store with gasoline sales and beer and wine sales. With this request the applicant intends to develop the northwest corner of the intersection of Bass Pro Drive and Enchanted Way with a 1 ,635 square foot Waffle House restaurant. The restaurant will provide seating for 38 patrons. Total required parking for the proposed use is 17 parking spaces; 33 parking spaces are provided. One pole sign, 50 square feet in area and 20 feet in height is proposed along Bass Pro Drive. No drive through service, outdoor dining or outdoor speakers are proposed. O:\ZCU\CU17-13.4a 1 July 12,2017(11,27AM) r PRESENT ZONING AND USE: The property is currently zoned "CC" Community Commercial District with a planned Commercial Center Designation and is undeveloped. HISTORY OF TRACT AND SURROUNDING AREA: The subject property and all the surrounding properties were rezoned in the 1984 City Rezoning from "1-1" Light Industrial to "PID" Planned Industrial Development. The subject property, the property to the east, and the property to the north were all rezoned in 1996 to "CC" Community Commercial. Conditional Use request CU97-24 was approved on the subject property allowing the development of a Comfort Inn and the establishment of a Planned Commercial Center for the Bethel Center Addition. CU99-03 was approved allowing the development of two hotels on lots 2A and 2B which were never constructed. Lot 1 of this addition has been developed as a convenience store with gasoline sales and beer and wine sales. A conditional use request (CU99-29)was approved in June 1999 to realign lot lines and manipulate the sizes of several lots within the planned commercial center. The property to the west was rezoned from "PID" Planned Industrial Development to "CC" Community Commercial District in 1997 and is being developed as the Bass Pro Shops. At the August 18, 2015 meeting City Council approved Conditional Use Request CU15-33 (Ord.2015-47)on the subject site to allow the subdivision of the site into two lots. On December 7, 2016 the Site Plan Review Committee approved Conditional Use Request CU16-36 to revise a portion of the exterior materials for Embassy Suites on the Bass Pro site. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CC" Community Commercial District—undeveloped SOUTH: DFW Airport property EAST: "CC" Community Commercial District—office development WEST: "CC" Community Commercial District—State Highway 121 AIRPORT IMPACT: The subject tract is located within "Zone C" Greatest Zone of Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In Zone C, industrial and commercial uses that can tolerate a high level of sound exposure are appropriate. The applicant's proposal is an appropriate use in this zone. MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial land use. The O:\ZCU\CU17-13.4a 2 July 12,2017(11:27AM) applicant's proposal is in compliance with the Master Plan. THOROUGHFARE PLAN APPLICATION: The frontage road of State Highway 121 North is not a designated thoroughfare. Bass Pro Drive is designated as a Type "B" Major Arterial with a minimum of 80 foot of right-of-way developed as four lanes with a median. Enchanted Way is not a designated thoroughfare. /at O:\ZCU\CU17-13.4a 3 July 12,2017(11:27AM) • Genesis .00 10 /// 5 GEN so MF TR 6A 1A NV tts 5��5� 2.013 AC.9468 @ 102' , AN ppN r- 3695°3695° TR 2J TR 2H 5.00@ 5.002 1 1 2.598 @ 2A .9549 @ 1 F e V4P1S 6R1 K 1.1568@ GON NI 1 j 4f1`leil 6.112 @ EN 46 1 5R1 4.367 @ 1.29@ CC ! P.5 NAI* P 3.462 @ Gel 536 y 4R1 ■ 1.2865 @ ✓ ■ R 3A 1 ------------ 3 ■ 5 95 AC Sys ■ ;C i 4 SANE IA ■ N 3RIA E ,) P rj ■ _' 1.5147@ --- ;2 I 15Z 5 ■ l ,3 i ■ x 28 2 3 ■ 1 F 1.743 @ LS li ii. L Q 2AR F--.- 2 _.. ■ V) 1.631@ i ll III ■ ■ 1.239@ :::q8... 2A 1 ■ K..... ''''''''''' . ' ■ 1.. / ■ iminiimimLrar�ttt • a •a s-cr,ef ■_ 1 ■ ■ ■ ■ ■ ■ ■ ■ Y ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ` ■ it r ■ S ■ ■ • ■ ■ ■ ■ ■ ■ ■ ■ ■ 7 ■ ■ ■ ■ ■ I 4+ I I I I I ITR 2 TR: / ! 35 5 AC i 40.8* I i 4 Feet 0 150 300 450 600 t CU17-13 -1 �A S \ E ' WQ�{�/pE Waffle House I 5 This data has been compiled by the City of Grapevine IT/GIS department.Various official and unofficial sources were Date Prepared: 7/5/2017 used to gather this information Every effort was made to ensure the accuracy of this data,however,no guarantee¢ given or implied as to the accuracy of said date. I aLA Ow 3 GRA''! VINE EIA Sw. _ CITY OF GRAPEVINE CONDITIONAL USE APPLICATION Form "A" PART 1.APPLICANT INFORMATION Name of applicant/agent:/company/contact Waffle House/ Drew Joiner Street address of applicant/agent: 5986 Financial Drive City/State/Zip Code of applicant/agent: Norcorss, GA 30071 Telephone number of applicant/agent: Fax number of applicant/agent 770-729-5805 Email address of applicant/agent Mobile phone number of applicant/agent PART 2. PROPERTY INFORMATION Street address of subject property TBD W. Bethel Road Legal description of subject property(metes&bounds must be described on 8 1/2°x 11"sheet) Lot 1B Block 1 Addition Bethel Center Addition Size of subject property _0307 Acres 35,146 Square footage Present zoning classification: Proposed use of the property: CC Restaurant Circle yes or no,if applies to this application Outdoor speakers Yes No Minimum/maximum district size for conditional use request: Zoning ordinance provision requiring a conditional use: CU15-33 Modification of approved Site Plan PART 3. PROPERTY OWNER INFORMATION Name of current property owner: . Waffle House, Inc. Street address of property owner: 5986 Financial Drive City/State/Zip Code of property owner: Norcross, GA 30071 Telephone number of property owner: Fax number of property owner: 770-729-5805 VMIIJW1 [1 MAY 5 2017 By cUr1L3 ❑ Submit a letter describing the proposed conditional use and note the request on the site plan document O 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) O 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. O Application of site plan approval(Section 47,see attached Form"B'). O The site plan submission shall meet the requirements of Section 47, Site Plan Requirements. ❑ All conditional use and conditional use applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda,your application may be scheduled to a later date. ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings maybe continued to the next public hearing. Public hearings will not be tabled. O Any changes to a site plan(no matter how minor or major)approved with a conditional use or conditional use permit can only be approved by city council through the public hearing process. ❑ I have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this application have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY - - _r `� Drew Joiner -.2.:-...Fir-. - . i Print Applicant's Name: dr • ' Signature: The State of Georgia County Of Forsyth Before Me Kristy Ford on this day personally appeared Drew Joiner (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. oolliiiumitorroi (Seal)Given under my hand and seal of office this day of I 4if ,A.O.20� `����` O�PN N�fi0' , '/ �. p(ARy •.vs 9 .C7 Notary In A d For Slate Of Tates li cY , �s '�, `�+ 's= ue G Waffle House, Inc. c/o Drew Joiner - "',S,,-TH c" ,, Print Property Owners Name: . e wner's,Sitgnature: The State Of Georgia County Of Forsyth Before Me Kristy Ford on this day personally appeared Drew Joiner (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. (Seal)Given under my hand and seal of office this 741t1/4 day of A.D.20I . o„„,„,,„„„,,,„„ Z\\O\ NNF / ,'' . ••' 1Ail-y 0.p %'.. -art � . � _ o _ tary In Ar d For State Of - ! K44 : ;fr:64:71:61'11:2:11:i.6(3 — • Dil ,.. „-.0.4)•.1.0U Bov.,.,- MAY 5 2017 By u11 ` ' 3 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 submittal. Signature of Applicant or _., Pa( ' ,, D(Date: li Signature of Owner - Date: m --7MAY 5 2017 li By C tM:1 -' 1 L E -- HOUSE ® "GOOD FOOD FAST" P.O. BOX-NORCROSS,GEORGIA 30091-6450 5986 FINANCIAL DRIVE,NORCROSS,GEORGIA 30071 (770)729-5700 May 4,2017 Mr. Ron Stombaugh,Assistant Director Development Services,City of Grapevine 200 South Main Street Grapevine,Texas 76051 RE: Conditional Use Application Letter Dear Mr. Stombaugh, Enclosed with this letter, please find the following items being submitted for the purpose of application for a modification of an approved site plan under the case number CU 15-33 as it pertains to Lot I B, Block I, in the Bethel Center Addition. 1. Signed and notarized Conditional Use Application Form "A' 2. Signed and notarized Site Plan Application Form"B"; 3. Filing Fee; 4. Address and legal description of the property; 5. Four folded 24"x 36"blackline prints of the complete site plan; and 6. Three folded 24"x 36"copies of the site plan only. The purpose of this application is to obtain a conditional use permit to develop and operate a Waffle House restaurant on the property described above. This property is currently undeveloped and zoned "CC" Community Commercial with a Planned Commercial Center Designation. The Master Development Plan designates the subject property as a Commercial land use, and this proposal is in compliance with the Master Plan. The subject property is adjacent to State Highway 121, in an area which is primarily used for retail, lodging, and other commercial and industrial uses, and is significantly distant from residential uses. Approval of the proposed conditional use will not cause any harm whatsoever to the value, use, or enjoyment of the property in the neighborhood. To the contrary, by facilitating further high-quality development in the Bethel Center Addition, the proposed conditional use will add significantly to the value, use,and enjoyment of other properties in the neighborhood. It will also create jobs and tax revenue for the City of Grapevine. Sincerely, 11P,AP 0ICS .IIHdlf Drew Jo ner Real Estate Representative MAY 5 2017 By ORDINANCE NO. 2017-045 AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT CU17-13 TO AMEND THE SITE PLAN APPROVED BY ORDINANCE NO. 2015-47 FOR A PLANNED COMMERCIAL CENTER TO ALLOW A TWENTY FOOT POLE SIGN IN CONJUCTION WITH A RESTAURANT(WAFFLE HOUSE) IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT LOCATED ON LOT 1B, BLOCK 1, BETHEL CENTER (2805 BASS PRO DRIVE) 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; 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) DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning and 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, 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 I I 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, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. 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, Ordinance No. 2017-045 2 by granting Conditional Use Permit CU17-13 to amend the site plan approved by Ordinance No. 2015-47 for a planned commercial center, to allow a twenty foot pole sign in conjunction with a restaurant (Waffle House) in a district zoned "CC" Community Commercial District Regulations within the following described property: Lot 1B, Block 1, Bethel Center (2805 Bass Pro Drive) 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. That 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. That this ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. That 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. Ordinance No. 2017-045 3 I Section 8. That the fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 18th day of July, 2017. APPROVED: William D. Tate Mayor ATTEST: Tara Brooks City Secretary APPROVED AS TO FORM: John F. Boyle, Jr. City Attorney Ordinance No. 2017-045 4 S 89'59'33" W 796.11' 1 - - -452.87 - - - F 343.24' - - - 111 — — — - - � EXIST. ZONING CC� 1w1 11 'FUTURE HOTEL/OFFICE/RETAIL a r —\ \ 11 1\ BETHEL 1�-6� BLER i I --19P33" W 413.71' \ I 1, EXIST. ZONING 'CC' If I \\ \ FUTUj2E HOTEL/OFF�CE/RETAIL \ \ I N EXIST ZOMNGI'CC- ..I LOT 7, BLCK 1 FUTURE HOTEL/OFFI E/RETAIL `� qq \ \ I BETHEL CE(JTER LCIT��6L2C)L1— — J I \ BETHEL CENTER I I II I I L — — \ \ _ S 89'59'33" W 244.34' \ \ \ \ EXIST. ZONING\QQC \v' I \ \ FUTURE RETAIL/RE5YURANT s °\ LOT\4BLOCK 1,— \ BETHE C�NTER 9 � S 89'24'45" W 22(L00 \\\ \ EXIST. ZONING -CC- - - \ \ \ FUTU E RETAIL/RESTAURAN \\ \ �OT 3R, BL0�1 F \ ETHEL CENT HOTEL N� STORY BL G.) I E2A—R, I kn \ 6� Z (5 ST 0 60 120 180 240 GRAPHIC SCALE IN FEET 1 1" = 60' 1K 1 BETHEL CEI`,tTER LO 2B, BLOCK 1 1 1 BI THEL CENTER I SITE DATA t4l 5G0,1`198a' 07 ' 1— T EL EAC ONVENIE STORE =0 tv OT BLOt _ BL K TH0,\CE /R - OP L C ER \ I/ 5 701 TA ��\ r \ t u� 83 {3' �. - BASS PRO DRI V/ - � TOTAL BLDG. & BE DEVELOPED IN THE FUTURE. SPECIFIC NOTES: 1. ALL PROPERTY SHOWN HEREON IS ZONED C -C. 2. NO PORTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL I HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARI FOR THE CITY OF GRAPEVINE, COMMUNITY NO. 480598. ;APE S TRACK 3. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF GRAPEVINE CODE OF ORDINANCES. 4. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MIN. 1.5 FOOT CANDLES LIGI LEVEL. 5. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 6 ALL REQUIREMENTS OF THE ZONING ORDINANCE SECTION 60, SIGN STANDARDS, SHALL BE MET BY THIS DEVELOPMENT. to 'O TOLL Y8 121 GRAPEVINE NKE 2499 oa a o O w E o w m BASS SS PRO D J PRO <� �RO 0 26 BUS. 114 3s DALLAS RD 114 HANOVER � 121 to VICINITY MAP NOT TO SCALE TEAM MEMBERS OWNER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 DEVELOPER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 SANDY THOMAS SITE DEVELOPMENT ENGINEERING, INC. 2004 BEDFORD ROAD, SUITE 200 BEDFORD, TEXAS 76021 ATTN : MATHEW THOMAS PH: 214.680.2728 ARCHITECT MARK D. PAVEY, AIA - ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK PAVEY; PH: 334.546.3624 LANDSCAPE ARCHITECT FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON, TX 75083-2346 ATTN: CAROL FELDMAN; PH: 972.523.4944 CONDITIONAL USE REQUEST CU17-13 Q i. CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A RESTAURANT. a 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16" IN HEIGHT. 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 > FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. CASE NAME: WAFFLE HOUSE RESTAURANT o CASE NUMBER: CU17-13 LOCATION : 2805 BASS PRO ROAD MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN Z DATE: SHEET: _L OF UO APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES MASTER DEVELOPMENT PLAN - 1 LOTS 1A, 1B,2AB, 2AR, 3R1, 4R -7R BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 OWNER ENGINEER WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 5986 FINANCIAL DRIVE, NORCROSS. GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728 MDP -1 SHEET 1 OF 10 I _ _5 00'35'15'_E_596-56' ENCHANTED WAY (70' R.O.W.) ` 5 00'35'15' E _47_3.24' - - _ — — — — — — — — 202.68'_ - I I I I I I u I I I I I I HOTEL I tea, (5 STORY BLDG.) I R lu I ---- — — — — — — — — — — --- LOT 2B, BLOCK 1 PROPOSED I / EXIST. ZONING 'cc' I a1 BETHEL CENTER' I II RESTANT FUTURE HOTEL/OFFICE/RETAIL URAI I -- --- __IIIA M II — � 5 00'36'11" E 228.13 N �� LOT 7, BLOCK 1 / BETHEL CENTER I � I ;i Io � S 00.3515" W 163.43' NVENIENCE LOT 2A—R BLOCK 1 N !! �\I I 59g BETHEL CENTER �l STORE 6 \ / / / �5oe HOTEL , o �\ ;_/// �l STORY BLD I 3 / EXIST. ZONING 'CC" FUTURE RETAIL/RESTAURANT n _ S 00'01'18" W 393.25' �I lazes' 210.37' I a \ LOT 3R, BLOCK 1 �- BETHEL CENTER N EXIST. ZONIN CC' FUTURE RETAIL RO9 AURANT \\y \\ / / / \ / / i i = ozo g am III Il it �I r EXIST. kONING -CC-1 FUTURE HO L/OFFICE/R TAIL I I \ HIGHWAY 121 SERVICE EXIST. IZONING 'CC" F_ J I 3 \\ / / / / STATE ROAD (FUTURE HO L/OFFICE/RETAIL / LOT 4, BLd K 1 \ // ZgA / (Y,,mTM,LaWa "I BETHEL CE TER I �I I LOT 5, (BLOCK 1 / ml BETHEL CENTER L � I COAG NOTES: 1. PSA4 aA,q/F 121 Rgyg 7.,.yR i I I GRAPEVINE HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARED F LAKE 2499 — I LOT 6, BLOCK 1 BETHE4 CENTER( I I = CS // � 2 a SANDY � � 4. // 4 z 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN C_C 5. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT. SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. zt ua Z W m xx F 71 = o 4 W p = 00 BASS 00 Pft0 ASS PROD J ¢ LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. .62U w O RO 0 O H W mwU 26m $<i m V+ w:£w w Q LL 0 BUS. 114 35 J Q Nz waw DALLAS RD Z 114 Q O C e W O HANOVER 121 0= 14= y m2Li - (III— w S a VICINITY MAP NOT TO SCALE TEAM MEMBERS OWNER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS. GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 THOMAS SITE DEVELOPMENT ENGINEERING, INC. 2004 BEDFORD ROAD, SUITE 200 BEDFORD, TEXAS 76021 ATTN: MATHEW THOMAS PH: 214.680.2728 MARK D. PAVEY, AIA -ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK PAVEY; PH: 334.546.3624 FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON, TX 75083-2346 ATTN: CAROL FELDMAN; PH: 972.523.4944 I I / I / / I / 0 50 100 150 200 GRAPHIC SCALE IN FEET y 1" = 50' NOTES: 1. CONDITIONAL USE REQUEST CU17-13 _ i I I I HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARED 1. CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL — I LOT 6, BLOCK 1 BETHE4 CENTER( I I 3. // CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A RESTAURANT. GRAPEVINE CODE OF ORDINANCES. 4. // 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN LEVEL. 5. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT. SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. I / / 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 SHALL BE MET BY THIS DEVELOPMENT. 71 FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY / LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. I I / I / / I / 0 50 100 150 200 GRAPHIC SCALE IN FEET y 1" = 50' Lt LOTS ARE CURRENTLY OPEN CITC FIATA CASE NAME : WAFFLE HOUSE RESTAURANT CASENUMBER: CU17-13 Qo LOCATION: 2805 BASS PRO ROAD MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE. O SHEET: 2 OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES MASTER DEVELOPMENT PLAN - 2 0 LOTS 1A, 1B,2AB, 2AR, 3R1, 4R -7R - BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 OWNER ENGINEER WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 7802 ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680.2728 MDP -2 SHEET 2 O 10 NOTES: 1. ALL PROPERTY SHOWN HEREON IS ZONED C -C. _ 2. NO PORTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARED - FOR THECITU OF GRAPEVINE, COMMUNITY NO. 480598. 3. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF GRAPEVINE CODE OF ORDINANCES. 4. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MIN. 1.5 FOOT CANDLES LIGHT LEVEL. 5. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 6. ALL REQUIREMENTS OF THE ZONING ORDINANCE SECTION 60, SIGN STANDARDS, SHALL BE MET BY THIS DEVELOPMENT. Lt LOTS ARE CURRENTLY OPEN CITC FIATA CASE NAME : WAFFLE HOUSE RESTAURANT CASENUMBER: CU17-13 Qo LOCATION: 2805 BASS PRO ROAD MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE. O SHEET: 2 OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES MASTER DEVELOPMENT PLAN - 2 0 LOTS 1A, 1B,2AB, 2AR, 3R1, 4R -7R - BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 OWNER ENGINEER WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 7802 ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680.2728 MDP -2 SHEET 2 O 10 LOT 2A -R, BLOCK 1 NI - PROPERTY LINE N BETHEL CENTER ADDITION NOTES --- -� Q 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN CAB. A, SLIDE 5249 LOT 2A -R, BLOCK 1 MOODY NATIONAL TEXAS WAFFLE HOUSE RESTAURANT - 1,635 SF BUILDING INST. N0. D197163086 P. R. T. C. T. BETHEL CENTER ADDITION HOTEL TRUST DUMPSTER WITH ENCLOSURE WITH 7' THICK CONC, APRON. <a�lm CAB. A, SLIDE 5249 INST N0. 0210229025 �) � SUPREME BRIGHT GRAPEVINE II, P. R. T.GL O.P. R. T. C. T. 3 HANDICAP ACCESSIBLE PARKING SPACE (TYP.) LLC. INST. N0. 0215291109 O P.R.TGT POLE SIGNAGE 8 WHEELSTOPS (TYP.)- 2 PLACES (1 I� If+I OADA REGULAR AND 1 VAN ACCESSIBLE SIGNAGE) ,I 2 14v CONCRETE PAVING (THICKNESS PER O® 5 ADA COMPLIANT ACCESSIBLE ROUTE DETAIL ON SHEET C-5.0 4' THICK CONCRETE SIDEWALK OADA 6 COMPLIANT RAMP (TYP.) INTERIOR LANDSCAPED AREA (RE: LANDSCAPE PLANS) L r�I BUSING FIRE LANE 6 MUTUAL ACCESS EASEMENT ,r SETBACK BETHEL RO ADDITION 4— S m m „INST. NO. 0 21 5 21 786 4 N O' SOT I P 35 14466 50. 0.,FT. 807 ACRES � III "�• 'F' :ml . i I I LOT 1A, BLOCK 1 BETHEL CENTER ADDITION �s O INST. NO. 0215217864 I l . 5' 14 I 0P.R.TCT. @O 13 11 I PROPOSED l GENERAL NOTES: O PAVEMENT ra.I' 3 I } LL 18<o 9�I ¢ 17 .a o t- - el F - 262T ON - 94.67' . r71 11 F 22 U) p L� 18" I PROPOSED PAVEMENT 24 20116 26 25 JJ RIGHAY T -OF -W DEDICATION 15 BUILDING.& LANDSCAPE -SETBACK - INST NO D215217864 o ... : ... 146 61�' S 43'11'13' W 146.67•) �._ �» b_ — S 44'29'46" W 7.38' (PLAT- S 4326'39' W 7.30') 13 BASS PRO DRIVE VARIABLE WIDTH PUBLIC RIGHT-OF-WAY 1. ALL PAVEMENT DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE. ALL BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF WALL UNLESS INDICATED OTHERWISE. 2. SEE ARCHITECTURAL SHEETS FOR EXACT DIMENSIONS OF BUILDING, AND DETAILS AROUND THE BUILDING. 3. ALL CURVE RADII ARE T UNLESS NOTED OTHERWISE. 4. SEE ELECTRICAL PLANS FOR SITE LIGHTING DESIGN AND DETAILS. 5. SEE LANDSCAPE PLANS FOR SITE LANDSCAPE DESIGN AND DETAILS. DESCRIPTION gITF (IATA I FC;FNn- NI - PROPERTY LINE N ADJOINED PROPERTY NOTES lad Q 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN m - — — BUILDING SETBACK LINE FLORIDA BETHEL, LTD. WAFFLE HOUSE RESTAURANT - 1,635 SF BUILDING INST. N0. D197163086 LLE 0 O. P. R. T.C. T. EXISTING CURB DUMPSTER WITH ENCLOSURE WITH 7' THICK CONC, APRON. <a�lm 2 REFER TO ARCHITECTURAL PLANS FOR DETAILS � PAINTED STRIPE 3 HANDICAP ACCESSIBLE PARKING SPACE (TYP.) C) POLE SIGNAGE 8 WHEELSTOPS (TYP.)- 2 PLACES (1 PAINTED WALKWAY OADA REGULAR AND 1 VAN ACCESSIBLE SIGNAGE) ,I 2 14v GENERAL NOTES: O PAVEMENT ra.I' 3 I } LL 18<o 9�I ¢ 17 .a o t- - el F - 262T ON - 94.67' . r71 11 F 22 U) p L� 18" I PROPOSED PAVEMENT 24 20116 26 25 JJ RIGHAY T -OF -W DEDICATION 15 BUILDING.& LANDSCAPE -SETBACK - INST NO D215217864 o ... : ... 146 61�' S 43'11'13' W 146.67•) �._ �» b_ — S 44'29'46" W 7.38' (PLAT- S 4326'39' W 7.30') 13 BASS PRO DRIVE VARIABLE WIDTH PUBLIC RIGHT-OF-WAY 1. ALL PAVEMENT DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE. ALL BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF WALL UNLESS INDICATED OTHERWISE. 2. SEE ARCHITECTURAL SHEETS FOR EXACT DIMENSIONS OF BUILDING, AND DETAILS AROUND THE BUILDING. 3. ALL CURVE RADII ARE T UNLESS NOTED OTHERWISE. 4. SEE ELECTRICAL PLANS FOR SITE LIGHTING DESIGN AND DETAILS. 5. SEE LANDSCAPE PLANS FOR SITE LANDSCAPE DESIGN AND DETAILS. DESCRIPTION gITF (IATA I FC;FNn- OPROPOSED 20' TALL PYLON SIGNAGE WITH 50 SF FACE AREA. ALL SIGNAGE TO BE APPROVED AND INSTALLED UNDER A SEPARATE SIGN PERMIT. OLIGHT STANDARD (TYP.) (HEIGHT INCLD. BASE NO TO EXCEED BUILDING HEIGHT.) 1Q T WIDE CURB OPENING FOR DRAINAGE 11 INSTALL 5' CURB INLET AND STORM DRAIN PER DETAILS ON SHEET C-3.2 8 C-5.3 12 PROPOSED WYE INLET 13 EXISTING SIDEWALK IN CITY R.O.W. CONNECT ADA ACCESSIBLE ROUTE TO SIDEWALK 14 CAN WASH WITH HOT AND COLD WATER 1 rj INSTALL CONCRETE APRONS 6" BEYOND DRIP LINES OF AWNINGS 16 BUILDING MOUNTED SIGNAGE. ALL SIGNAGE TO BE APPROVED AND INSTALLED UNDER A SEPARATE SIGN PERMIT. 17 CONCRETE PAD FOR CO2 TANK LEGAL DESCRIPTION LOT 1B, BLOCK 1, OF THE BETHEL CENTER ADDITION, AN ADDITION TO THE CIN OF GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF FILED UNDER COUNTY CLERICS DOCUMENT NO. 0215217864 PLAT RECORDS TARRANT COUNTY, TEXAS NOTES: 1. ALL PROPERTY SHOWN HEREON IS ZONED CHIC. 2. NO PORTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL HAZARD AREAAS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARED FOR THE CITY OF GRAPEVINE, COMMUNITY NO. 480598. 3. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF GRAPEVINE CODE OF ORDINANCES. 4. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MIN. 1.5 FOOT CANDLES LIGHT LEVEL. 5. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 6. ALL REQUIREMENTS OF THE ZONING ORDINANCE SECTION 60, SIGN STANDARDS, SHALL BE MET BY THIS DEVELOPMENT. 1 B PARKING STALL COUNT SITE LIGHTING (SEE ELECTRICAL PLANS) BENCHMARK: BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP STAMPED "CITY OF GRAPEVINE, NO. 4" - MONUMENT LOCATED AT THE NE CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEV: 471.73 cD NC, PR4/RTF � LRiW YR 121 GRAPEVINE LAKE 2499 = v p z6z ¢ SANDY LAKE 12 w Y 2 G7 O 0 p W BA SS ASS Pa00o O J = U -O PRO} t=No W Z O � W cmO 2fi c -i I_-4 z Q R o BUS. 714 35 J LL S N = rF °z 0 DALLAS RD i 114 00 ¢1 w ONr HANOVER 14 = N $i= III— a a w VICINITY MAP NOT TO SCALE TEAM MEMBERS WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 DEVELOPER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 CIVIL ENGINEER THOMAS SITE DEVELOPMENT ENGINEERING, INC. 2004 BEDFORD ROAD, SUITE 200 BEDFORD, TEXAS 78021 ATTN: MATHEW THOMAS PH: 214.680.2728 ARCHITECT MARK D. PAVEY, AIA - ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK PAVEY; PH: 334.546.3624 LANDSCAPE ARCHITECT FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON. TX 75083-2346 ATTN; CAROL FELDMAN; PH: 972.523.4944 �i`A 'i0 ipli 0 q 71 ao_ O p r W C O � W � p W cc � W H W � LLJ m m m ® m H O CONDITIONAL USE REQUEST CU17-13 Q 1. CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY - PROPERTY LINE CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A ADJOINED PROPERTY NOTES �+ p�/ B I SYMBOL: Q 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN - — — BUILDING SETBACK LINE 1 O WAFFLE HOUSE RESTAURANT - 1,635 SF BUILDING —_ — - EASEMENTS Q EXISTING CURB DUMPSTER WITH ENCLOSURE WITH 7' THICK CONC, APRON. PROPOSED CURB 2 REFER TO ARCHITECTURAL PLANS FOR DETAILS AND GUTTER PAINTED STRIPE 3 HANDICAP ACCESSIBLE PARKING SPACE (TYP.) (TRAFFIC WHITE) POLE SIGNAGE 8 WHEELSTOPS (TYP.)- 2 PLACES (1 PAINTED WALKWAY OADA REGULAR AND 1 VAN ACCESSIBLE SIGNAGE) (TRAFFIC WHITE) CONCRETE PAVING (THICKNESS PER O® 5 ADA COMPLIANT ACCESSIBLE ROUTE DETAIL ON SHEET C-5.0 4' THICK CONCRETE SIDEWALK OADA 6 COMPLIANT RAMP (TYP.) INTERIOR LANDSCAPED AREA (RE: LANDSCAPE PLANS) OEXISTING FIRE HYDRANT FIRE LANE 6 MUTUAL ACCESS EASEMENT OPROPOSED 20' TALL PYLON SIGNAGE WITH 50 SF FACE AREA. ALL SIGNAGE TO BE APPROVED AND INSTALLED UNDER A SEPARATE SIGN PERMIT. OLIGHT STANDARD (TYP.) (HEIGHT INCLD. BASE NO TO EXCEED BUILDING HEIGHT.) 1Q T WIDE CURB OPENING FOR DRAINAGE 11 INSTALL 5' CURB INLET AND STORM DRAIN PER DETAILS ON SHEET C-3.2 8 C-5.3 12 PROPOSED WYE INLET 13 EXISTING SIDEWALK IN CITY R.O.W. CONNECT ADA ACCESSIBLE ROUTE TO SIDEWALK 14 CAN WASH WITH HOT AND COLD WATER 1 rj INSTALL CONCRETE APRONS 6" BEYOND DRIP LINES OF AWNINGS 16 BUILDING MOUNTED SIGNAGE. ALL SIGNAGE TO BE APPROVED AND INSTALLED UNDER A SEPARATE SIGN PERMIT. 17 CONCRETE PAD FOR CO2 TANK LEGAL DESCRIPTION LOT 1B, BLOCK 1, OF THE BETHEL CENTER ADDITION, AN ADDITION TO THE CIN OF GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF FILED UNDER COUNTY CLERICS DOCUMENT NO. 0215217864 PLAT RECORDS TARRANT COUNTY, TEXAS NOTES: 1. ALL PROPERTY SHOWN HEREON IS ZONED CHIC. 2. NO PORTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL HAZARD AREAAS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARED FOR THE CITY OF GRAPEVINE, COMMUNITY NO. 480598. 3. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF GRAPEVINE CODE OF ORDINANCES. 4. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MIN. 1.5 FOOT CANDLES LIGHT LEVEL. 5. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 6. ALL REQUIREMENTS OF THE ZONING ORDINANCE SECTION 60, SIGN STANDARDS, SHALL BE MET BY THIS DEVELOPMENT. 1 B PARKING STALL COUNT SITE LIGHTING (SEE ELECTRICAL PLANS) BENCHMARK: BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP STAMPED "CITY OF GRAPEVINE, NO. 4" - MONUMENT LOCATED AT THE NE CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEV: 471.73 cD NC, PR4/RTF � LRiW YR 121 GRAPEVINE LAKE 2499 = v p z6z ¢ SANDY LAKE 12 w Y 2 G7 O 0 p W BA SS ASS Pa00o O J = U -O PRO} t=No W Z O � W cmO 2fi c -i I_-4 z Q R o BUS. 714 35 J LL S N = rF °z 0 DALLAS RD i 114 00 ¢1 w ONr HANOVER 14 = N $i= III— a a w VICINITY MAP NOT TO SCALE TEAM MEMBERS WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 DEVELOPER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 CIVIL ENGINEER THOMAS SITE DEVELOPMENT ENGINEERING, INC. 2004 BEDFORD ROAD, SUITE 200 BEDFORD, TEXAS 78021 ATTN: MATHEW THOMAS PH: 214.680.2728 ARCHITECT MARK D. PAVEY, AIA - ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK PAVEY; PH: 334.546.3624 LANDSCAPE ARCHITECT FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON. TX 75083-2346 ATTN; CAROL FELDMAN; PH: 972.523.4944 �i`A 'i0 ipli 0 q 71 ao_ O p r W C O � W � p W cc � W H W � LLJ m m m ® m H O CONDITIONAL USE REQUEST CU17-13 Q 1. CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU15-33 (ORD. 2015 47) FOR A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A RESTAURANT. Q 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT. 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 Q FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. 0 20 40 60 80 GRAPHIC SCALE IN FEET 1" = 20' CASE NAME: WAFFLE HOUSE RESTAURANT I w CASENUMBER: CU17-13 e LOCATION: 2805 BASS PRO ROAD MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 3 OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES DIMENSIONAL CONTROL SITE PLAN 0 LOT 1B, BLOCK 1, BETHEL CENTER ADDITION — CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 760 ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728 C-2.0 SHEET 3 OF 10 Cammnn Name Baranrcal Name S14t anrclsAr a wnr N ille Size Qn Remarks Cedar Elm Ul-u Cruraif Ira Tree Y '650 8 3' cal mm. Dcaert Will.. Chmpara lrnerana Tree Ys'30ail 7 3* 01 mm. Edward Goucher Abelia Abr/ra z'Erlxard Goucher' Shmb N 5 P 27 30' height,[ pluming Lindheimer MUNy/Bi MUNy Muhlenber i<r lindheirueri Grass Yes 5 Yes 30 gal 47 6 30' height m plating 3'c,l min. Mexican Plum Prunus mericmla Small free Redbud'Oklahoma' C—m cmmde is Pur. les 4'OklNmma' Stull tree Yes 30 p I 5 3' cal min. Texas Sage. Compal Ur phyll..fReaceas'Comlmrn Shrub Yee 5g,1..._ 23 30'Wight t pluming Brmudagmeasod TJ4/9 __-- _.._ .�,qh 12,645 B old'- M' ' BnulJrrs, 250 R,,,, 14 Decom ud Granite cnlrrr.5.5"nrrrr ceeJro 4"de tM1 Site Location q.71. 2050 TEAM MEMBERS ��-7 DECOMPOSED GRANITE LIMITS OF CONSTRUCTION OVERHEAD ELECTRIC --Y UNDERGROUND SANITARY SEWER UNDERGROUND WATER PROPERTY UNE BERMUDA TURF GRASS SOD PLANT LIST DRAWING KEY BASS PRO DRIVE PLANTING PLAN Q Scale: 1" = 20' Jurisdiction of Proiect REGULATORY AUTHORITIES CITY OF GRAPEVINE PLANNING & ZONING 200 S. MAIN ST., GRAPEVINE, TX 76051 P O. BOX 95I N, GRAPEVINE ,TX 76099 (817)4103155 TEXAS DEPARTMENT OF LICENSING AND REGULATION ELIMINATION OF ARCHITECTURAL BARRIERS E O. THOMPSON STATE OFFICE BUILDING 920 COLORADO AU STIN,TEXAS7S701 (512)463-3211 (513)475-28861FAXI Landscaping Requirements GRAPE VINE. TX CODE OF ORDINANCES SECTION 53 LANDSCAPE REGULATIONS INTERIOR LANDSCAPING: A. A MIN OF —OF GROSS PARKING AREAS IN LANDSCAPE (5,508 SF) REQUIRED. 551 SF PROVIDED. 972SF B MIN I TREE PER 400 SF OF INTERIOR LANDSCAPE AREA REQUIRED. 2 TREES PROVIDED'. 6 TREES C INTERIOR PLANTER ISLAND TREES REQUIRED. 6 TREES PROVIDED 6 TREES PERIMETERLANDSCAPING A ALL PARKING LOTS AND VEHICULAR USE AREAS SCREENED PROVIDEDHEDGE SCREENING NOTE: PLANT MATERIAL SELECTED TO SCREEN THE VEHICLE USE AREAS FROM THE RIGHT-OF-WAY AND FROM ADJACENT PROPERTIES SHALL BE A MINIMUM OF THIRTY INCHES AT THE TIME OF PLANTING AND THE TYPE O SPECIES THAT CAN ATTAIN A HEIGHT OF THREE FEET ONE YEAR AFTER PLANTING. B 15' PERIMETER LANDSCAPE ABUTTING PUBLIC R OW PROVIDED IS' ABUTTING BASS PRO DRIVE 25' ABUTTING ENCHANTED WAY C 10'PERIMETERLANDSCAPE ABUTTING ADJACENTPROPERTIES PROVIDED- BAR UTTING NORTH & WEST PROPERTIES D ITREEFOREACH SO LIN FT OF PERIMETER NORTH -(163 LFI REQUIRED'. 4 TREES PROVIDED. 4 TREES EAST -(192 LF) REQUIRED (TREES PROVIDED. 4 TREES SOUTH -(147 LFIREQUIRED. 3 TREES PROVIDED. 3 TREES WEST -(228 LF) REQUIRED. 5 TREES PROVIDED'. 5 TREES OPEN SPACEREQUIREMENT A SITE. 35,146 SF MIN 2F% IN OPEN SPACE REQUIRED OPEN SPACE 7,029 SF (20%) PROVIDED OPEN SPACE. 11,225 SF (31 94%) OPEN SPACE IN FRONT YARD-3,788SF(108%) ONE TREE PER 3000 SF TREES REQUIRED'. 4 TREES TREES PROVIDED. 4 TREES LANDSCAPE DOES NOT OBSTRUCT TRAFFIC VISIBILITY NO EXISTING TREES ON SITE Irriaation Reauirements UNDERGROUND AUTOMATIC SPRINKLING SYSTEM PROVIDED. SYSTEM DESIGNED AND INSTALLED ACCORDING TO TCEQ LAWS AND REGULATIONS PROVIDING FOR HRAS COVERAGE ON ALL LANDSCAPE AND TURF THE SYSTEM SHALL INCLUDE A FREEZE -RAIN SENSOR AND RPZ WITH ENCLOSURE L�� S14t anrclsAr a wnr N� zr w— 121 (Cru[wTt Z Of Z 24W SHEET: 4 OF -10_a O a SITE 3 APPROVAL DOES NOT AUTHORIZE ANY yVj W S —w U w WORK IN CONFLICT WITH ANY CODES OR N m ORDINANCES unzs unzs wo cave Q O DEPARTMENT OF DEVELOPMENT SERVICES 26 z a Z 0 o frK. 119 w 3� � O7LLA5 Rb � 14 '� FWJ(�/EE EE 121 14 NOT TO SCALE Site Location TEAM MEMBERS OWNER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 DEVELOPER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 CIVIL ENGINEER THOMAS SITE DEVELOPMENT ENGINEERING, INC. 2004 BEDFORD ROAD, SUITE 2DO BEDFORD, TEXAS 76021 ATTN : MATHEW THOMAS PH: 214.680.2728 ARCHITECT MARK D. PAVEY, AIA - ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK PAVEY; PH: 334.546.3624 LANDSCAPE ARCHITECT FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON, TX 75083-2346 ATTN: CAROL FELDMAN; PH: 972.523.4944 CC) N a voy �L S mEv " O 6 CD wUm 04 DO oma TIMM 011 CD a� a= a o Ly W Cc n QW W um Ca LL1 um = W Lv �++ m2. V3 r C7 Q � O Q W m 13 z m CD IS ISS 751 1. CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU15-33 (ORD. 201547) FOR A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A RESTAURANT. 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16" IN HEIGHT, 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. ^ r CASE NAME: WAFFLE HOUSE RESTAURANT rp CASE NUMBER: CU17-13 G t r r LOCATION : 2805 BASS PRO DRIVE MAYOR SECRETARY F N DATE:_ O PLANNING AND ZONING COMMISSION w 1 LANDSCAPE PLAN 0 LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY. TX 76051 OWNER LANDSCAPE ARCHITECT L 1.0 WAFFLE HOUSE, INC. FELDMAN DESIGN STUDIOS 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 P.O. BOX 832346, RICHARDSON, TEXAS 75083 ATTN: DREW JOINER PH: (770) 729-5805 ATTN: CAROL FELDMAN, 972-5234944 CAROL@FELDMANDESIGN.COM SHEET 4 OF 10 3 w � N� zr w— CHAIRMAN DATE: Z Of Z V V w SHEET: 4 OF -10_a O a Q w Q V a rn APPROVAL DOES NOT AUTHORIZE ANY yVj W S —w U w WORK IN CONFLICT WITH ANY CODES OR N m ORDINANCES Q O DEPARTMENT OF DEVELOPMENT SERVICES z a Z 0 o w > o 1 LANDSCAPE PLAN 0 LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY. TX 76051 OWNER LANDSCAPE ARCHITECT L 1.0 WAFFLE HOUSE, INC. FELDMAN DESIGN STUDIOS 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 P.O. BOX 832346, RICHARDSON, TEXAS 75083 ATTN: DREW JOINER PH: (770) 729-5805 ATTN: CAROL FELDMAN, 972-5234944 CAROL@FELDMANDESIGN.COM SHEET 4 OF 10 SEATING CALCULATIONS MARK SEAT TYPE QUANTITY TOTAL SEATING 4B 4 MAN BOOTH 6 24 EB EMPLOYEE BOOTH 0 0 HC HIGH COUNTER STOOLS 6 6 LC LOW COUNTER CHAIRS 8 8 J GRAND TOTAL 38 F L 0 0 R P L A N SCALE: 1 \4"-1'-O" 4oAG N c P��R7F SA GRAPEVINE 21 ��w v qKE 499 a ` SITE 01 o � � a a 0 nG PRO PROD J C, C'� K e� a o 6 W BUS. 114 i 35 F CDO DALLAS RD Z 14 N LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. r 60 HANOVER r 721 14 VICINITY MAP NOT TO SCALE TEAM MEMBERS OWNER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 CASE NAME. WAFFLE HOUSE RESTAURANT CASE NUMBER'. CU17-13 c LOCATION 2805 BASS PRO ROAD MAYOR SECRETARY DATE. PLANNING AND ZONING COMMISSION CHAIRMAN Z DATE. 2 SHEET OF W APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES C.U.P. FLOOR PLAN 0 LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 OWNER ENGINEER WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 680-2728 A-1 SHEET 5 OF 10 N c a LL a a= CONDITIONAL USE REQUEST CU17-13 � 1 CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY e APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A a= o e� a o W W CDO a= 96 W 6m16 LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. r 60 CASE NAME. WAFFLE HOUSE RESTAURANT CASE NUMBER'. CU17-13 c LOCATION 2805 BASS PRO ROAD MAYOR SECRETARY DATE. PLANNING AND ZONING COMMISSION CHAIRMAN Z DATE. 2 SHEET OF W APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES C.U.P. FLOOR PLAN 0 LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 OWNER ENGINEER WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 680-2728 A-1 SHEET 5 OF 10 N c m LL O CONDITIONAL USE REQUEST CU17-13 � 1 CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A RESTAURANT. 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT. 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. CASE NAME. WAFFLE HOUSE RESTAURANT CASE NUMBER'. CU17-13 c LOCATION 2805 BASS PRO ROAD MAYOR SECRETARY DATE. PLANNING AND ZONING COMMISSION CHAIRMAN Z DATE. 2 SHEET OF W APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES C.U.P. FLOOR PLAN 0 LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 OWNER ENGINEER WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 680-2728 A-1 SHEET 5 OF 10 12' 1.: 10, 1' . M WAFFLE jHj0jUjSjEj I Q• SIGN DETAILS NOT TO SCALE R O� 1 � © • 1 I • !•I•li •' 1 •I I inhom nl -- --—���y-- • I • • •• • •• 1 1 I B" TALL GRAY SPLIT FACE BLOCK ACCENT STRIPE BOTTOM EDGE AT - 10' -0'• A.F.F. TYP. AT SIDE WALLS TOP OF MASONRY PARAPET WALL_ 16'-0" A.F.F. 4'-0 ACK BEARING RED STANDING SEAM ( EE STRUC.) W�MFTAL AWNING TO OLINE OF WALK-IN� COVERS CAN WASH WIC COOLER - TYP. 1 /\ 1 \ / \ NATURAL MILLED ALUM. COPING - TYP, OVER LINE OF R.T.U. BEHIND LINE OF HOOD EXHAUST CMU WALLS PARAPET _ TYP, — FAN BEHIND PARAPET— TALL GRAY SPLIT FACE BLOCK AT L E F T S I D E- W E S T C�20-8N A FTRI TMPBOTfOSIDEDGE WALLS E X T E R 1 0 R E L E V A T 1 0 N S SCALE: 1\4•'=1'–O" 4cA, 21 � OL YeUWAVRN GRAPEVINE AKE 499 MATERIAL AREAS TABLE MATERIAL COLORS LEGEND Electronic IF& signatur, E—I.d: 7f12117 RIGHT SIDE ELEVATION MARK LOCATION SUPPLIER/MANUF. MATERIAL FINISH COLOR SB SUPERBRICK ?? CMU/CONCRETE COARSE WAFFLE HOUSE CLAY CC ACCENT BAND LOCAL CMU/CONCRETE SPLIT FACE/SMOOTH GRAY HM H.M. DOORS &FRAMES SHERWIN WILLIAMS METAL/PAINT INDUSTRIAL ENAMEL BROWN -BRONZE WIC WALK-IN COOLER INTERNATIONAL COLD STORAGE ALUMINUM/PAINT EMBOSSED COLONIAL RED WN STANDING SEAM AWNING BERRIDGE ALUMINUM/POWDER COAT SMOOTH DEEP RED SF STOREFRONT OLDCASTLE BUILDING ENVELOPE ALUMINUM ANODIZED/SMOOTH CLEAR GL GLAZING ?? GLASS TEMPERED CLEAR/FROSTED FAS FASCIA .. LEXAN SMOOTH YELLOW OP PARAPET COPING .. ALUMINUM PREFINISHED/NATURAL RED OVER FASCIA/MILL FINISH OVER CMU PL LOW PROFILE LIGHTING ? ALUMINUM/POWDER COAT PREFINISHED RED GUT GUTTER/DOWNSPOUT ? ALUMINUM NATURAL MILL O� 1 � © • 1 I • !•I•li •' 1 •I I inhom nl -- --—���y-- • I • • •• • •• 1 1 I B" TALL GRAY SPLIT FACE BLOCK ACCENT STRIPE BOTTOM EDGE AT - 10' -0'• A.F.F. TYP. AT SIDE WALLS TOP OF MASONRY PARAPET WALL_ 16'-0" A.F.F. 4'-0 ACK BEARING RED STANDING SEAM ( EE STRUC.) W�MFTAL AWNING TO OLINE OF WALK-IN� COVERS CAN WASH WIC COOLER - TYP. 1 /\ 1 \ / \ NATURAL MILLED ALUM. COPING - TYP, OVER LINE OF R.T.U. BEHIND LINE OF HOOD EXHAUST CMU WALLS PARAPET _ TYP, — FAN BEHIND PARAPET— TALL GRAY SPLIT FACE BLOCK AT L E F T S I D E- W E S T C�20-8N A FTRI TMPBOTfOSIDEDGE WALLS E X T E R 1 0 R E L E V A T 1 0 N S SCALE: 1\4•'=1'–O" 4cA, 21 � OL YeUWAVRN GRAPEVINE AKE 499 MATERIAL AREAS TABLE W Electronic IF& signatur, E—I.d: 7f12117 RIGHT SIDE ELEVATION SANDY MATERIAL SURFACE AREA SQ. FT. PERCENT OF TOTAL FASCIA 302 32% SUPERBRICK 404 43% SPLIT FACED BLOCK 34 4% AWNING 91 10% WALK-IN COOLER 116 11% TOTAL AREA 947 LEFT SIDE ELEVATION 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 FASCIA 153 12% SUPERBRICK 925 72% SPLIT FACED BLOCK 78 6% AWNING 18 1% WALK-IN COOLER 116 9% TOTAL AREA 1,290 NOTE: WINDOWS AND DOORS EXCLUDED FROM CALCULATIONS. O� 1 � © • 1 I • !•I•li •' 1 •I I inhom nl -- --—���y-- • I • • •• • •• 1 1 I B" TALL GRAY SPLIT FACE BLOCK ACCENT STRIPE BOTTOM EDGE AT - 10' -0'• A.F.F. TYP. AT SIDE WALLS TOP OF MASONRY PARAPET WALL_ 16'-0" A.F.F. 4'-0 ACK BEARING RED STANDING SEAM ( EE STRUC.) W�MFTAL AWNING TO OLINE OF WALK-IN� COVERS CAN WASH WIC COOLER - TYP. 1 /\ 1 \ / \ NATURAL MILLED ALUM. COPING - TYP, OVER LINE OF R.T.U. BEHIND LINE OF HOOD EXHAUST CMU WALLS PARAPET _ TYP, — FAN BEHIND PARAPET— TALL GRAY SPLIT FACE BLOCK AT L E F T S I D E- W E S T C�20-8N A FTRI TMPBOTfOSIDEDGE WALLS E X T E R 1 0 R E L E V A T 1 0 N S SCALE: 1\4•'=1'–O" 4cA, 21 � OL YeUWAVRN GRAPEVINE AKE 499 WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTIN DREW JOINER PH: (770) 729-5805 W Electronic IF& signatur, E—I.d: 7f12117 3 a ¢ a SITE SANDY V -- a 0 = s w 0 gggg PROG OO� PRO ° � DEVELOPER ggI is a x I 8 35 - r o 0 a a a BUS. 114 F w O DALLAS RD 14 u1 Y VICINITY MAP NOT TO SCALE TOP OF MASONRY PARAPET WALL 17 16 –0" A.F.F. WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTIN DREW JOINER PH: (770) 729-5805 W Electronic IF& signatur, E—I.d: 7f12117 -- TOP OF BEAM CASENUMBER: CU17-13 0 Q I DEVELOPER SF WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 Z w DECK BEAR NG ATTIN DREW JOINER PH: (770) 729-5805 (SEE STRU .) LINE OF WIC U WALK–IN CIVIL ENGINEER COOLER =NP. THOMAS SITE DEVELOPMENT ENGINEERING, INC. _ — — — — 777 2004 BEDFORD ROAD, SUITE 200 \ / BEDFORD, TEXAS 76021 0 L \ / ATTN: MATHEWTHOMASPH: 214.680.2728 CITY OF GRAPEVINE, TX 76051 O \ / \ WIC / ARCHITECT TARRANT COUNTY, TX 76051 w A OWNER ENGINEER p (^� 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 • I ATTIN : DREW JOINER PH: (770) 720,5805 ATTIN : MATHEW THOMAS, PE PH'. (214) 680.2728 SHEET 6 OF 10 / \ MARK D. PAVEV, AIA -ARCHITECT Qi / \ P.O. BOX 1365 9 / / \ GULF SHORES, AL 36547 \ PH: Q p W n _FINISH FLOOR _ ATTIN : MARK PAVEV; 334.546.3624 _ _\ = W =_ NDSCAPE ARCHITECT r 8•' TALL GRAY SPLIT FACE BLOCK FELDMAN DESIGN STUDIOS y = W ACCENT STRIPE BOTTOM EDGE AT� P.O. BOX 832346 LS 2'-8" A.F.F. TYP. AT SIDE WALICHARDSON, R TX 75083-2346 ATTN: CAROL FELDMAN; PH: 972.523.4944co J O N � m m V LL Q O CONDITIONAL USE REQUEST CU17-13 Q 1. CONDITIONAL USE REQUEST CU 17-13 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A RESTAURANT. 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN 3 THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16• IN HEIGHT. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0 5 NOTE; FASCIA RETURN TO BE REDUCED / '�, FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY Q ONLY WHEN DIRECTED BY OWNER \ / LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. 23'-6" STANDARD RETURN - SEE STRUCTURAL YYY 12'-0" SHORTENED RETURN - SEE SIRUCTURAI Ii IINE 10F ROOF _____0 FFLOa FAS =SUPERBRICK•' 1/2 HEIGHTBY SHERMAN INDUSTRIES (COLOR: WAFFLE HOUSE CLAY) OR "QU IK–ERIK" 1/2 HEIGHT BY OLD CASTLE CD (COLOR: RICHFIELD BLEND) WITH STD. GRAY MORTAR – TYP. NOTES: 1. ALL GLAZING TO BE TEMPERED SAFETY GLASS - SEE SPECS. 2. COORDINATE ROOF ACESS LADDER LOCATION WITH WAFFLE HOUSE REP. IN FIELD. SEE A-4 FOR DETAIL. I I I II 1' FAS CASE NAME. WAFFLE HOUSE RESTAURANT W -- TOP OF BEAM CASENUMBER: CU17-13 0 I (SEE STRUC.) LOCATION 2805 BASS PRO ROAD MAYOR SECRETARY DATE:_ PLANNING AND ZONING COMMISSION SF CHAIRMAN Z DATE: SHEET OF U APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR FINISH FLOOR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES 0 L EXTERIOR ELEVATIONS LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 w A OWNER ENGINEER WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. (^� 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 • I ATTIN : DREW JOINER PH: (770) 720,5805 ATTIN : MATHEW THOMAS, PE PH'. (214) 680.2728 SHEET 6 OF 10 SSS -S SERIES SPRUlO1NG POLES Appmab SOM STRAIGHT STEEL e T AM{M.I1.tlW3 • U9nba9 inmalMaaw la awe anp top momangd bnfuplrea wvm eneclm IXole8e4 area lFPAnd exleeaing marwnwn PAINTED YELLOW LONG oxanle IoaEin9 d aw spmlfled pow w as Mamllea 9mpaDMc blatlon FILLED BOLLARDS aIPR1RIN8CiM1 14,_6„ • SIVFf:IMe-pkce so-did�I skd WT mere uoa sxtion, flatswesaw mNYnum 0238'reism ale—Minimum Ykw d 96.0110 pv IASTM-A'A0, fxatle 81; lagilWmal web seen w appear fluty win mall awe wall; Skd nam pkle wih mtlM At circle ak4s w81ea Tann w p* snare Havey minimum Y W d 36.000 pM ASTM A361 • B0.5E COVED:Two-dme apart dumlwm nam corer wcNtled aklMarB • ME CM NIe snafi wpdiw'M mmovabk wvar wharf 'Wk : Tenon all pws w mnfNCmap9 elm arwmle • HAND HOLE: Aeck19111 3x5 sled Hord Mee Imme 12.38' M 4.38' -W; MOU" povidpm Ire gr in91u9 wasted _iM'seed. rarer • ANCNUR Da m: 9— azimr bdm pmiie8 pm pde Wit .6—IM 55.00DILk ASTM F15541. Gall kW lraraware wiin Iwo wssners and Mo num per ban iw kvelmp 1wT1in-w glgll • RMWkaannmal .Nese mwMmd panlfmkA xiM mxawN 30 mil tllcMea • PpwkrpNm prase apdkd mer'wnne metal• amel mbso-aee clamor wa mecleniml snd Maar mellvtl DttIXatlm AdSn mal avaikble in Berm stawp4 cdpa', Cvswm cdpe maiLWe; PAL member IXeferWk: • wkmd pmtaliue mady aralkbk M,M� PoIf CAA IB1LW BASE 101111 BASE BETAII te• •Mna. ao4 ema�.m.. inn wr.,II rma_ry halls ORDERING /NFORMAWN xelwwv:e Lina z ror avellabb mnAPMaaIXe O�EPoNGDGMRE 555-5 - 25 - 40 - A/B/C - 2L - 52 - OB - UL ASJ SanMwpa kkme 1 5•'Nam a Sps.lw9 a aallmmre MSC Ym�w4zpq �i area o,e� °"" �� : nrer®vwMlea zmaa la www ,wmrewa � aytlq ntmgnanu 6aP' ipA+marm N a rmnmw,mea sorra' rm aewu�ad O v w 6" B" MATERIAL COLORS LEGEND MOUNTING ORIEWTATNNY A 3T Lull ❑ f ❑❑ ❑0 ❑ I ❑❑ ❑D ❑ I MARK LOCATION °❑ ❑❑ FINISH �/I 58 SUPERBRICK 7-21—'B' 4 I 4'-b' 2'-2" CONCRETE MASONRY BLOCK COARSE 0 BOL I b" LARDS ACC ACCENT BANG 0 ❑❑ b" LONG SL�B� •❑ - SPLIT FACE/SMOOTH I I HM H.M. DOORS & FRAMES i.::J GREASE METAL/PAINT INDUSTRIAL ENAMEL ❑ I LGONTAINER WIC WALK-IN COOLER ❑ J ❑ EMBOSSED L J Q STANDING SEAM AWNING _WMPSTER ❑ ALUMINUM/POWDER COAT SMOOTH Q GATE POST: SF STOREFRONT El 6' DIA STEEL PIPE ALUMINUM ANODIZED/SMOOTH CLEAR GL GLAZING i3 GLASS TEMPERED CLEAR/FROSTED FAS FASCIA .. LEXAN SMOOTH YELLOW COP O .. ALUMINUM n mwmwApv 1 sty rnr 4 ra•ew•rram rs wmmmsa.w mw axr uv,lkrme DUMPSTER PLAN MATERIAL COLORS LEGEND MOUNTING ORIEWTATNNY A 3T �/8°=1_�„ MARK LOCATION SUPPLIER/MANUF. MATERIAL FINISH COLOR 58 SUPERBRICK ?? CONCRETE MASONRY BLOCK COARSE WAFFLE HOUSE CLAY ACC ACCENT BANG LOCAL CONCRETE MASONRY BLOCK SPLIT FACE/SMOOTH GRAY HM H.M. DOORS & FRAMES SHERWIN WILLIAMS METAL/PAINT INDUSTRIAL ENAMEL BROWN -BRONZE WIC WALK-IN COOLER INTERNATIONAL COLD STORAGE ALUMINUM/PAINT EMBOSSED COLONIAL RED W STANDING SEAM AWNING BERRIDGE ALUMINUM/POWDER COAT SMOOTH DEEP RED SF STOREFRONT OLOCASTLE BUILDING ENVELOPE ALUMINUM ANODIZED/SMOOTH CLEAR GL GLAZING .. GLASS TEMPERED CLEAR/FROSTED FAS FASCIA .. LEXAN SMOOTH YELLOW COP PARAPET COPING .. ALUMINUM PREFINISHED/NATURAL RED OVER FASCIA/MILL FINISH OVER CMU LPL LOW PROFILE LIGHTING .. ALUMINUM/POWDER COAT PREFINISHED RED GUT GUTTER/DOWNSPOUT .. ALUMINUM NATURAL MILL n mwmwApv 1 sty rnr 4 ra•ew•rram rs wmmmsa.w mw axr uv,lkrme DUMPSTER PLAN AT TOP OF WALL MOUNTING ORIEWTATNNY A 3T �/8°=1_�„ YELLOW PVC CAP ROWED Gi20UT AT TOP OF A2 0cO2L TM &mmwdaiam - •-• � 8�1 rG'r� 12n5 •r251 LI '-LRJ" m �-w lm- a amore wMrew MA' �MpoyL•nnare ru. pee 2m Ihn mrryw DIAGONAL REINFORCING (EYP) ACCE588RIES Omv Sepanlela 1N ramie viamm. r na.o- .-.�a.a•a..m.*.w -". w Lar. LL ucmmm ,.a.crax.,.,awn... V vxpsn zm aoeewkaam aw%...mwrnM.,e-� w eanercpa..vpmm,pmnyxla.ewe.cpnmd.v "mw,nmm. �SPRUlO1NG9�• ~tmBa1mN.1iminb SC 29m]•Paane:BM6Btmp"� Nall IAJGGELL �•uynM ROUNDED HOUND OF GROUP • 2}'x2}'x9' PRIMED i AT TOP OF WALL PARKINGLOT LIGHT oN TATE 2x&\ M BOND BEAM, GROUT TO TOP OF PRO O O W CONC. FILLED STEEL FALL, REIF. P1 (2) 44 CONT. USE FIXTURE ELEVATION 16 FIBERGLASS GROUT STOP EQUAL TO •COW LLARD YP) )UR -0 -WALL FIL-STOP. NOT TO SCALE TETT If, O PROM E HINGEEBEAARING LIGHT POLES SHALL NOT BE MORE THAN 15'-0" HIGH. 6" m BOLLARD GATE POST - SEE I/DI $4 HOOKED DOWELS® 32' - O.C., EXTEND INTO SLAB 24" MIN. AND TIE TO NAT. BO. BOND BEAM ELEV = 5'-4' HORIZ. JOINT /REINF. ®16' O.G. 44 VERT5 CENTERED IN WALL ® 32' O.G., MAX, VV MATCHING DONEL5. 24' MIN. LAP LENGTH TO DONELS. W HALF -HEIGHT CFU, GROUT SOLID ALL REINFORCED CELLS 'QNFRONT 000 PSI GONGSLAB ON •-7FIwSH GRADE AWLAR BASE 4' N12.4X VUA VYE \ HOOK VERT DONEL5 TO LLARDFOOTING, EXTEND U FTG REINS AS 5H" OW THICKENED FTGJ EDGE THIGKENED FTG I' -b' x I'-6" THICKENED W (4) 44 CONT. HORIZ. EDGE UNDER WALLS PROVIDE 44 HOOKED BARS CONTINUOUS AROUND AT 32' OG LAPPED TO HI ENCL051JRE A/ (4) 44 LONG REINF. AS 5HONU1 &DUMP5TER 5EGTION ROWED MOUND OF GROUT CONDITIONAL USE REQUEST CU17-13 AT TOP OF WALL PN/RIF 121 �ToL YRN 2"x3"x(J" PRIMED t PAINTED YELLOW PVC CAP ROWED Gi20UT AT TOP OF WELDED STEEL ANGLE AT STEEL PIPE DIAGONAL REINFORCING (EYP) ' °d 22 GAGE METAL DEGK- V PRIME 4 PAINT BLACK, SITE I. $ 1'ELD TO FRAME Q 2}'x2}'x9' PRIMED i LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. PAINTED NELDED STEEL REAR ELEVATION ANGLE FRAMES (EYP) PRO O O W CONC. FILLED STEEL 327 PIPE GATE POSTS (TYR) 16 SLEEVES FOR b" 9 •COW LLARD YP) Q. DALLAS RD a3� 14 . SLAB O PROM E HINGEEBEAARING E ATTACH PREFABRICATED aRFAGE (TYR) LATCH MECH ^� CATE. ] HO E NO EACH VICINITY MAP NOT TO SCALE �' PAD O ACCEPT U L_U EArHL J LOCK �6' MIN DUMPSTER GATE ELEVATION 3 3/811_ I,_oa RED STANDING SEAM METAL AWNING - TYP. FINISH FLOOR DECK BEARING (SEE STRUC.) RETURN SPLIT FACE BLOCK ACCENT STRIPE 8" AT REAR OF BUILDING - TYP. OLINE OF WALK -IN - COOLER - EYP. LP 24'-0" LO -PRO LIGHT FIXTURE CENTERED OVER SIGN LETTERS - i TYP. SEE ELEC. DRAWINGS I 4�xf_L RODF I �I I --H FAS x''GLASS FR(yQTED L FROO�ED OGLLAASS GL GLASS 18" SIGN LETTERS MOLDED INTO FASCIA - NP. B FAS I I I _ TOP OF BEAM J (SEE STRUC.) aG F R 0 N T — S O U T H — LOU ETTA ROAD CO NQ CONDITIONAL USE REQUEST CU17-13 4"x4" ALUM. GU PN/RIF 121 �ToL YRN FRONT ELEVATION APPROVED SITE PLAN OF CU11-33 (ORD. 2015 771 FOR A PLANNED COMMERCIAL GRAPEVINE KE 499 CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A 8" TALL GRAY SMOOTH FACE C� BLOCK ACCENT STRIPE BOTTOM ' °d SANDYo V AWNING SITE I. $ v LL w GUTTER2/A-5 LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. BASS PRoo REAR ELEVATION I n n PRO O O 64 327 35 16 n 14 F h Q. DALLAS RD a3� 14 106 Y v HANOVER F 121 14 198 VICINITY MAP NOT TO SCALE WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH. (770) 729-5805 WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS. GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 THOMAS SITE DEVELOPMENT ENGINEERING, INC. 2004 BEDFORD ROAD, SUITE 200 BEDFORD, TEXAS 76021 ATTNMATHEW THOMAS PH: 214 680 2728 MARK D. PAVEY, AIA - ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK RAVEN PH'. 334.546.3624 FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON, TX 75083-2346 ATTN'. CAROL FELDMAN', PH: 972.523.4944 4' -8"00x7' -4"H MASONRY 4' -8"00x7' -4"H MASONRY OPNG. FOR COOLER OPNG. FOR COOLER R E A R —NORTH CONDITIONAL USE REQUEST CU17-13 4"x4" ALUM. GU 1. CONDITIONAL USE REQUEST CUI7-1315 A REQUEST TO AMEND THE PREVIOUSLY FRONT ELEVATION APPROVED SITE PLAN OF CU11-33 (ORD. 2015 771 FOR A PLANNED COMMERCIAL MATERIAL CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A 8" TALL GRAY SMOOTH FACE C� BLOCK ACCENT STRIPE BOTTOM RESTAURANT. 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN EDGE AT 10'-0" A.F.F. THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT. AWNING 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 WX6"H ALUM. FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY GUTTER2/A-5 LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. 4' -8"00x7' -4"H MASONRY 4' -8"00x7' -4"H MASONRY OPNG. FOR COOLER OPNG. FOR COOLER R E A R —NORTH RED STANDING SEAM METAL AWNING - COVERS CAN WASH am CASE NAME WAFFLE HOUSE RESTAURANT I u CASE NUMBER'. CU17-13 LOCATION 2805 BASS PRO ROAD MATERIAL AREAS TABLE 4"x4" ALUM. GU DATE'. FRONT ELEVATION MATERIAL SURFACE AREA SQ. FT. PERCENT OF TOTAL FASCIA 153 76% AWNING 46 24% TOTAL AREA 199 SHEET OF U REAR ELEVATION SUPERBRICK 64 327 SPLIT FACED BLOCK 16 8% AWNING 12 6% WALK-IN COOLER 106 547 TOTAL AREA 198 NOTE. WINDOWS AND DOORS EXCLUDED FROM CALCULATIONS. RED STANDING SEAM METAL AWNING - COVERS CAN WASH am CASE NAME WAFFLE HOUSE RESTAURANT I u CASE NUMBER'. CU17-13 LOCATION 2805 BASS PRO ROAD O LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY. TX 76051 OWNER ENGINEER �— ) • �\ WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. J L 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 680-2728 SHEET 7 OF 10 MAYOR SECRETARY 4"x4" ALUM. GU DATE'. DOWNSPOUT PLANNING AND ZONING COMMISSION FINISH FLOOR 8" TALL GRAY SMOOTH FACE CHAIRMAN ACCENT STRIPE BOTTOM DATE: G eBLOCK EDGE AT 2-13" A.F.F. SHEET OF U APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES EXTERIOR ELEVATIONS O LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY. TX 76051 OWNER ENGINEER �— ) • �\ WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. J L 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 680-2728 SHEET 7 OF 10 LOT 2A -R, BLOCK 1 PROPERTY LINE BETHEL CENTER ADDITION ADJOINED PROPERTY BETHEL CENTER ADDITION INST. NO. D215217864 I EASEMENTS CAB. A, SLIDE 5249 LOT 2A -R, BLOCK 1 MOODY NATIONAL TEXAS Q �I P. R. T.C. T. BETHEL CENTER ADDITION HOTEL TRUST 579 EXISTING V CONTOUR Zgq12 CAB. A, SLIDE 5249 INST. 229025 II FLORIDA BETHEL, LTD, � SUPREME BRIGHT GRAPEVINE II, P.RLC-T. O P.R T C O. P. R.T.C. T. III -- LLC. FINISHED GRADE M GRADE ELEVATION INST. N0. D215291109 EXISTING GRADE ELEVATION --------- DRAINAGE SWALE O.P.R.T. C ZI I) 53" 9 E% I III I J 530 61 s _ I BUILDIN ZO�,�ELOCK 1 �0 -SETBACK y �I- G BETHEL CENTER ADDITI�I y ! 'O -INST. NO. D21521786� i; I I saa snix' 1 saa.m Ex. 35,146 SO. FT. L_ 0.807 ACRREES -5W8 3EX: - 9 8 1 ��537 , LOT 1A, BLOCK 1 PROPERTY LINE BETHEL CENTER ADDITION ADJOINED PROPERTY - - - - INST. NO. D215217864 I EASEMENTS O.P.R. T. C. T. _I Q �I v 579 EXISTING V CONTOUR Zgq12 ` FLORIDA BETHEL, LTD, FLOW ARROW INST. NO. D197163086 I� O. P. R.T.C. T. N gCDl FG FINISHED GRADE M GRADE ELEVATION 123.45 EX. EXISTING GRADE ELEVATION --------- DRAINAGE SWALE U{ ZI 53" 9 E% I III I J 530 GENERAL NOTES y III 3 } o Q F U W �I z� Z m EE � =a U - Z W o III RIGHT-OF-WAY DEDIC ATION NST 10. 02152I7864 R T, C. T. -S 43"11'13" W m 14.35 - - L- L S44°29'46" W 7.38' (PLAT= S 43'26'39' W 7.30') BASS PRO DRIVE VARIABLE WIDTH PUBLIC RIGHT-OF-WAY 5-r 1. ALL UNDERGROUND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY EXACT UTILITY LOCATIONS PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CALL DIG-TESS AT 1.800.344.8377 PRIOR TO ANY EXCAVATION. 2. IF ANY CONFLICT OR DISCREPANCY FROM THE PLANS IS FOUND, NOTIFY THE ENGINEER BEFORE CONTINUING WITH ANY FURTHER CONSTRUCTION. 3. ALL PIPE SHALL BE LAID STARTING AT THE OUTFALL AND LAID UPSTREAM FROM THAT POINT. 4. SPOT ELEVATIONS SHOWN ARE TO THE TOP OF PROPOSED PAVEMENT AND/OR TOP OF FINISHED GRADE, UNLESS OTHERWISE NOTED. ADD 0.5 FEET FOR TOP OF CURB ELEVATIONS. SPOT ELEVATIONS SHOWN IN LANDSCAPED AREAS ARE TO THE TOP OF SOD. 5. TOP OF ALL LANDSCAPED AREAS AT BUILDING SLAB TO BE A MIN. 6' BELOW FINISH FLOOR ELEVATION. 6. REFER TO THE GEOTECHNICAL REPORT FOR SOIL TREATMENT AND COMPACTION SPECIFICATIONS DURING THE GRADING OPERATIONS. 7. ADA COMPLIANT PARKING AREAS ARE NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. 8. ADA COMPLIANT WALKWAYS AND SIDEWALKS ARE NOT TO EXCEED 5% IN THE DIRECTION OF TRAFFIC AND 2% CROSS SLOPE. 9. ANY DISCREPANCIES BETWEEN THESE NOTES AND CITY SPECIFICATIONS OR DETAILS SHALL BE RESOLVED BY WHICHEVER IS MORE RESTRICTIVE AS DETERMINED BY CITY INSPECTOR. NOTES BY SYMBOL: OMATCH EXISTING ELEVATION OCROSS SLOPE NOT TO EXCEED 2% (IN ANY DIRECTION) IN THIS AREA OLONGITUDINAL SLOPE NOT TO EXCEED 4-11% AND CROSS SLOPE NOT TO EXCEED 2% ALONG ADA COMPLIANT WALKWAY OINSTALL 5' CURB INLET AND STORM DRAIN PER DETAILS ON SHEET C-3.2 8 C-5.3 OINSTALL Y CURB OPENING PER DETAILS ON SHEET C-5.3 OREMOVE EXISTING HEADWALL AND INSTALL WYE INLET AND CONNECT TO EXIST. 18" STORM DRAIN. FLOWLINE TO MATCH 1B" STORM DRAIN INVERT. THROAT ELEVATION = 535.00 OINSTALL -DITCH PER CROSS SECTION DETAIL ON THIS SHEET OINSTALL 10 LF OF 18" RCP WITH SAFETY END TREATMENTS UNDER SIDEWALK. FL UPSTREAM = 536.20; FL UPSTREAM = 536.00 T H, to m 539.94. I oy If oI ��I ?cFD 6 539.44 zc (1 m 539.44 539.40 539.21 539.94 539.40 539.27 539.94 539.85 h 539.34 539.35 / 538.44 538.37 / i 538.49 II 538 - _ ANDSC h N 89°39'03" 1 .61' AT= N 89°38'4 146.67') 53711 EXISTING GRADE PROPOSED GRADE BEYOND- -__- ES. 4:1 'LL1.Y 4:1' PROPOSED GRADE TYPICAL "V" BOTTOM DITCH DETAIL SCALE: NTS TRENCH SAFETY: STATE OF TEXAS LAW REQUIRES THAT THE CONTRACTOR WILL PROVIDE ATRENCH SAFETY PLAN (TRENCH SHORING) FOR UTILITY TRENCHES GREATER THAN FIVE (5) FEET IN DEPTH. THIS PLAN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL SUBMIT THE TRENCH SAFETY PLAN TO THE CITY ENGINEER PRIOR TO THE START OF CONSTRUCTION. ACCESSIBLE ROUTE & PARKING DETAIL SCALE: 1" = 10' BENCHMARK: BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP STAMPED "CITY OF GRAPEVINE, NO. 4" - MONUMENT LOCATED AT THE NE CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEV: 471.73 4OA'O P SAM R9/R/F 121 TOLL LIY8U WAYR GRAPEVINE LAKE 2499 r W v 0 ¢ ¢ SANDY E _ nTARE 96o w o O = w LLn N = 00 PRO PROD Q '"' 01 W PRO ^H RO ' H W mwo 26 N O z m i.0 H a J O Nm� 14 35 F, Q u S N s r m z OR DALLAS RDZ 114 m O _ 0Nr HANOVER 14 Z y $Z= � maw VICINITY MAP NOT TO SCALE I Cl1CAIfI- TEAM MEMBERS OWNER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS. GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 CIVIL ENGINEER THOMAS SITE DEVELOPMENT ENGINEERING, INC. 2004 BEDFORD ROAD, SUITE 200 BEDFORD, TEXAS 76021 ATTN: MATHEW THOMAS PH: 214.680.2728 ARCHITECT MARK D. PAVEY, AIA -ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK PAVEY; PH: 334.546.3624 FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON, TX 75083-2346 ATTN: CAROL FELDMAN; PH: 972.523.4944 MA1HEwriloMns� eie rioN( ' CONDITIONAL USE REQUEST CU17-13 PROPERTY LINE - - ADJOINED PROPERTY - - - - BUILDING SETBACK LINE CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A EASEMENTS _ EXISTING CURB Q PROPOSED CURB AND GUTTER 579 EXISTING V CONTOUR 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 PROPOSEDI'CONTOUR -► FLOW ARROW HP HIGH POINT LP LOW POINT FG FINISHED GRADE 123.4FINISHED GRADE ELEVATION 123.45 EX. EXISTING GRADE ELEVATION --------- DRAINAGE SWALE TEAM MEMBERS OWNER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS. GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 CIVIL ENGINEER THOMAS SITE DEVELOPMENT ENGINEERING, INC. 2004 BEDFORD ROAD, SUITE 200 BEDFORD, TEXAS 76021 ATTN: MATHEW THOMAS PH: 214.680.2728 ARCHITECT MARK D. PAVEY, AIA -ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK PAVEY; PH: 334.546.3624 FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON, TX 75083-2346 ATTN: CAROL FELDMAN; PH: 972.523.4944 MA1HEwriloMns� eie rioN( ' CONDITIONAL USE REQUEST CU17-13 Q 1. CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A RESTAURANT. Q 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16" IN HEIGHT. 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 > Q FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY > LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. 0 20 40 60 80 GRAPHIC SCALE IN FEET 1"= 20' CASE NAME: WAFFLE HOUSE RESTAURANT CASENUMBER: CU17-13 LOCATION : 2805 BASS PRO ROAD MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 4 SHEET: 8 OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES GRADING PLAN z 0 LOT 1B, BLOCK 1, BETHEL CENTER ADDITION - CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 OWNER ENGINEER I/' WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. -3.1 3 . I 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 V ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728 SHEET 8 OF 10 LOT 2A -R, BLOCK 1 BETHEL CENTER ADDITION CAB. A, SLIDE 5249 LOT 2A -R, BLOCK 1 MOODY NATIONAL TEXAS P. R.T. C.T BETHEL CENTER ADDITION HOTEL TRUST CAB. A, SLIDE 5249 INST. NO. D210229025 T. SP.R.T.GL 0_P,R. C. T. SUPREME BRIGHT GRAPEVINE II, LLc. ( INST. NO_ D215291109 1, 1 rPx _ 0-P.RTC-T. III--- 7 !� J _ '--• .�. m, YTEF L -20LBUILDING �Q BLOCK 7 y —SETBACK BETHEL CENTER ADDITION 6 — _INST. N0. D21 5 21 7 86 4 0� R -T -C T. Q 9 35,146 SO. FT. — _ --- 0.807 ACRES S LOT 1A BLOCK 1 O -• N I LL III TEL CENTER ADDITION LEGEND: 1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY ;T- N0. D215217864 I H W CIS O. P. R. T. C.T. • INSTALL Y TAP FOR DOMESTIC SERVICE (WITH BYPASS) AND 5/8' TAP FOR IRRIGATION PROPOSED SAN. SEWER CLEANOU 2 o 11 j PROPOSED GATE VALVE OINSTALL z —PROPOSED PRIVATE 2' WATERLINE TARRANT COUNTY, TX 76051 �m PROPOSED PUBLIC 6' WATER LINE ORIDA BETHEL, LTD, ENTRY POINT. — — — — — — — PROPOSED 8" PUBLIC SAN SEWER ;T. NO. D197163086 4' SANITARY SEWER LINE TO EXIST. SAN SEWER DROP MANHOLE FLOWLINE 4" IN = 534.60 — 85 — PROPOSED PRIVATE 6" SAN. SEWEI O. P. R. T.C.T. V5 m m OINSTALL APPROX- 155 LF OF PRIVATE 4' SANITARY SEWER AT 1% SLOPE PER PROFILE ON THIS SHEET. � O m r OCONNECT 4" SEWER LINE FROM BUILDING TO 4' SANITARY SEWER LINE. FLOWUNE=536.50 z O m w ONF -- 01 Z_ I I I I I GENERALNOTES i I r 3 ' ui I III o Q Lj at rna` �'I za z I Uo Zr I w: �o M N 4 I \ TO 12 I� I 10 I I�I r I I - U 'E --I 15 I Flerlt-oF-war V f)EDcail DIN , O 15' BDILDING & LAN CAPE SETBACK - INST No 021521785a _ _ r 11 TGT N 89°39'03' 14 1'---f S 43"11'13" W 4.35' 146_ �S 44'29'46" W (PLAT- S 4326'39' W 7.301 BASS PRO DRIVE 16 VARIABLE WIDTH PUBLIC RIGHT-OF-WAY 1. ALL UNDERGROUND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY EXACT UTILITY LOCATIONS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL CALL DIG-TESS AT 1.800.344.8377 PRIOR TO ANY EXCAVATION. 2. IF ANY CONFLICT OR DISCREPANCY FROM THE PLANS IS FOUND, NOTIFY THE ENGINEER BEFORE CONTINUING WITH ANY FURTHER CONSTRUCTION. 3. ALL PIPE SHALL BE LAID STARTING AT THE PUBLIC TIE-IN LOCATION AND LAID UPSTREAM FROM THAT POINT. 4. DOMESTIC WATER LINE MECHANICAL DEVICES TO INCLUDE DETECTOR CHECK, BACKFLOW AND ANTI -SYPHON TO BE LOCATED WITHIN THE MECHANICAL ROOM. SEE MEP PLANS FOR DETAILS AND DESIGN. 5. ALL SANITARY SEWER AND WATER PIPE AND APPURTENANCES SHALL MEET ASTM AND CITY OF GRAPEVINE STANDARDS FOR UTILITY CONSTRUCTION. 6. GAS LINE TO BE INSTALLED PER ATMOS REQUIREMENTS. LINE SIZE TO BE DETERMINED BASED ON LOAD REQUIREMENTS AND AVAILABLE PRESSURE AT GAS METER. 7. OBTAIN ALL PERMITS REQUIRED BY CITY OF GRAPEVINE PRIOR TO STARTING CONSTRUCTION OF UTILITIES WITHIN CITY RIGHTS -OF -WAV 8 EASEMENTS. 8. SEE GENERAL NOTES SHEET C-0.3 FOR ADDITIONAL INFORMATION. 9. FOR IRRIGATION AND ELECTRICAL SLEEVE LOCATIONS REFER TO THE IRRIGATION AND ELECTRICAL PLANS. UTILITY MATERIAL SPECIFICATIONS DESCRIPTION &SPECIFICATION 3" WATERLINE AND SMALLER AWWAC901ASTMF714PEPIPE GAS LINES ASTM D-2573 DIRECT BURIAL PE PIPE SANITARY SEWER (4"TO 15") ISDR26 MEETING ASTM D3034 NOTES BY SYMBOL TRENCH SAFETY: STATE OF TEXAS UAW REQUIRES THAT THE CONTRACTOR WILL PROVIDE ATRENCH SAFETY PLAN (TRENCH SHORING) FOR UTILITY TRENCHES GREATER THAN FIVE (5) FEET IN DEPTH. THIS PLAN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL SUBMIT THE TRENCH SAFETY PLAN TO THE CITY ENGINEER PRIOR TO THE START OF CONSTRUCTION. BENCHMARK: BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP STAMPED "CITY OF GRAPEVINE, NO. 4" - MONUMENT LOCATED AT THE NE CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEV: 471.73 (p NGP�/R/F 121 "LIWAYR LEGEND: 1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY OEXISTING FIRE HYDRANT H W CIS CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A • INSTALL Y TAP FOR DOMESTIC SERVICE (WITH BYPASS) AND 5/8' TAP FOR IRRIGATION PROPOSED SAN. SEWER CLEANOU 2 SERVICE ON EXISTING 12"PVC WATERLINE EASEMENT. PROPOSED SAN. SEWER MANHOLE 2' METER FOR DOMESTIC SERVICE AND 5/8" METER FOR IRRIGATION SERVICE T PROPOSED GATE VALVE OINSTALL BY PERMIT. INSTALL RPZ BACKFLOW PREVENTER ON IRRIGATION LINE DOWNSTREAM —W —W OF METER —PROPOSED PRIVATE 2' WATERLINE TARRANT COUNTY, TX 76051 APPROX. 170 LF OF 2" WATER LINE FOR DOMESTIC SERVICE TO BUILDING SERVICE PROPOSED PUBLIC 6' WATER LINE OINSTALL ENTRY POINT. — — — — — — — PROPOSED 8" PUBLIC SAN SEWER O m Z O 4' SANITARY SEWER LINE TO EXIST. SAN SEWER DROP MANHOLE FLOWLINE 4" IN = 534.60 — 85 — PROPOSED PRIVATE 6" SAN. SEWEI OCONNECT 5 INSTALL CLEANOUT AT EASEMENT LINE. — S. Gns PROPOSED GAS LINE OINSTALL APPROX- 155 LF OF PRIVATE 4' SANITARY SEWER AT 1% SLOPE PER PROFILE ON THIS SHEET. � O INSTALL CLEANOUT AT EVERY CHANGE IN DIRECTION AND AT THE EASEMENT LINE Q LL zrco�p OCONNECT 4" SEWER LINE FROM BUILDING TO 4' SANITARY SEWER LINE. FLOWUNE=536.50 z O m w ONF -- 1500 GAL. GREASE INTERCEPTOR. SEE MEP PLANS FOR MORE DETAILS. RIMS TO 4' ABOVE FINISH GRADE = = OINSTALL IN LANDSCAPED AREAS. FL IN = 537.00; FL OUT = 536.90. CONNECT TO GREASE WASTE LINE FROM BUILDING. ¢ OCONNECT 4" SEWER LINE FROM GREASE INTERCEPTOR TO 4" SANITARY SEWER LINE. NOT TO SCALE INSTALL APPROX. 150 LF 2-1/2' GAS LINE TO ROW. SIZE TO BE VERIFIED BASED ON AVAILABLE PRESSURE AND 1 O DEMAND BY ATMOS ENERGY BEFORE INSTALLATION. NO GAS AVAILABLE AT PROPERTY LINE AND ATMOS WILL HAVE TO EXTEND GAS TO THIS SITE AT DEVELOPER EXPENSE. 11 GAS METER LOCATION. VERIFY WITH ATMOS ENERGY FOR FINAL LOCATION. 12 INSTALL 3-4' CONDUITS (APPROX. 440 LF) FOR ELECTRIC SECONDARY LINES TO BUILDING FROM POLE MOUNTED TRANSFORMER POWER POLE IN R.O.W. COORDINATE WITH ONCOR FOR SERVICE INSTALLATION 13 INSTALL 2d" CONDUITS FOR COMMUNICATION LINE TO COMMUNICATION DEMARC BOARD IN BUILDING FROM ROW 14 SANITARY SEWER, GREASE WASTE, WATER AND GAS LINES FROM BUILDING. COORDINATE WITH PLUMBING PLANS 1 S INSTALL CULVERT PER INFORMATION ON SHEET C-3.1 16 REPLACE 8' WIDE SIDEWALK DISTURBED BY WATERLINE TAP PER CITY OF GRAPEVINE STANDARDS TRENCH SAFETY: STATE OF TEXAS UAW REQUIRES THAT THE CONTRACTOR WILL PROVIDE ATRENCH SAFETY PLAN (TRENCH SHORING) FOR UTILITY TRENCHES GREATER THAN FIVE (5) FEET IN DEPTH. THIS PLAN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL SUBMIT THE TRENCH SAFETY PLAN TO THE CITY ENGINEER PRIOR TO THE START OF CONSTRUCTION. BENCHMARK: BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP STAMPED "CITY OF GRAPEVINE, NO. 4" - MONUMENT LOCATED AT THE NE CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEV: 471.73 (p NGP�/R/F 121 "LIWAYR 0 - 1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY GRAPEVINE LAKE 2499 H W CIS CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A oz d¢ RESTAURANT. LAKSANDY S z 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN um, a Z _ XX F o y�,1 C TARRANT COUNTY, TX 76051 FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY O = 00 BASS S PRO D J PROy = O m Z O 26 PAW W 0 Z � O 114 35 J Q LL zrco�p pNpm� Q ry DALLAS RD 114 HANOVER 121 z O m w ONF -- 7 14 = = mzd g ¢ naw VICINITY MAP NOT TO SCALE TEAM MEMBERS OWNER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 DEVELOPER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 CIVIL ENGINEER THOMAS SITE DEVELOPMENT ENGINEERING, INC. 2004 BEDFORD ROAD, SUITE 200 BEDFORD TEXAS 76021 ATTN. MATHEW THOMAS PH: 214.680.2728 ARCHITECT MARK D. PAVEY, AIA -ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK PAVEY; PH: 334.546.3624 LANDSCAPE ARCHITECT FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON, TX 75083-2346 ATTN: CAROL FELDMAN; PH: 972.523.4944 '.. Wit: •. s•. MamEwTiiowis yah r CONDITIONAL USE REQUEST CU17-13 0 - 1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL LOT 1B, BLOCK 1, BETHEL CENTER ADDITION CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A RESTAURANT. 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16" IN HEIGHT. 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY OWNER ENGINEER WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. > LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728 0 20 40 60 80 GRAPHIC SCALE IN FEET 1" = 20' CASE NAME : WAFFLE HOUSE RESTAURANT I w CASE NUMBER: CU17-13 LOCATION: 2805 BASS PRO ROAD MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: _L OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES UTILITY PLAN 0 - LOT 1B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 -4 OWNER ENGINEER WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 " ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728 SHEET 9 OF 10 ti 41 No. • � e ( � � >�Y a •�� I ` � "f � _ _ h;` ��yIII EXIST HEADWALL WITH 18" STORM DRAIN ( + EXIST. CURB INLET IN R.O.W. I � qq t { A \ w 1 B w PRO n'l a -r., Our. • rsI ... zo � I EXIST. CURB INLET IN R.O.W. -'mom.EXISTING CONDITION IV._ 's _ . 1 tisk'` � � � . - t' Wil• =�. _ r..i:, — I4.09 I + 53 10 1.49 A \ `�•.- y} 1 539 h 5�0 536 — 538 537 mmmm m W -m ZL mmIL�� .T ffiyy , •••._ _ ruweta PRO oDRI JDITION PROPOSED SCURB INLET STR-A2 IPROPOSED M INLET STR-A1 AREA DESIGNATION AREA (/ A 1.77 B 0.38 AREADESIGNATION AREA(/ A 1.14 B 0.47 C 0.14 D 0.39 PROPOSED 5'CURB INLET PROPERTYLINE ) II STR-81 ADJOINED PROPERTY �i BUILDING SETBACK LINE ...—.._-•. ^a Our.• r� - .xc:-.. / EXISTING CURB r5sr PROPOSED CURB THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT. � STORM DRAINAGE RUNOFF CALCULATIONS - 1 CnCNIn- - — PROPERTYLINE — — ADJOINED PROPERTY — — — BUILDING SETBACK LINE - EXISTING EASEMENTS — — — — — — PROPOSED EASEMENTS Q EXISTING CURB PROPOSED CURB THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT. AND GUTTER -- EXISTING V CONTOUR > Q PROPOSEDI'CONTOUR FLOW ARROW - - - DRAINAGE DIVIDE (PROPOSED) - - - DRAINAGE DIVIDE (EXISTING) DRAINAGE SWALE A DRAINAGE INFORMATION 0.59 (AREA ID, AREA (ACRES), 2.00 0100 (CFS)) ONGPR4/F s TMOLLLiw yR 121 GRAPEVINE LAKE 2499 wz LLa i w BASS ASS PRO J PRO <� O RO 26 n z 14 35 J DALLAS RD 114 HANOVER !- 121 14 VICINITY MAP NOT TO SCALE TEAM MEMBERS OWNER WAFFLE HOUSE INC. 5986 FINANCIAL DRIVE NORCROSS, GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 DEVELOPER WAFFLE HOUSE, INC. 5986 FINANCIAL DRIVE, NORCROSS. GA 30071 ATTN: DREW JOINER PH: (770) 729-5805 THOMAS SITE DEVELOPMENT ENGINEERING, INC 2004 BEDFORD ROAD, SUITE 200 BEDFORD, TEXAS 76021 ATTN : MATHEW THOMAS PH: 214.680.2728 ARCHITECT MARK D. PAVEY, AIA -ARCHITECT P.O. BOX 1365 GULF SHORES, AL 36547 ATTN: MARK PAVEY; PH: 334.546.3624 FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON, TX 75083-2346 ATTN: CAROL FELDMAN; PH: 972.523.4944 Hj�'"ir r •� MATHEW THOMAS e ID �� CONDITIONAL USE REQUEST CU17-13 71 1. CONDITIONAL USE REQUEST CU17-1315 A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A RESTAURANT. Q 2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT. 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5 > Q FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY > LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. PLANNING AND ZONING COMMISSION 5' CURB INLET IN SUMP CONDITION DEPTH Yo AT INLET = 0.25' LENGTH OF INLET = 5' CAPACITY OF INLET= 1.75 CFS /LF OF LENGTH (PER ,SWM DESIGN MANUAL FIGURE 3.2-9 TOTAL CAPACITY OF INLET: 8.75 CFS BENCHMARK: BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP STAMPED "CITY OF GRAPEVINE, NO. 4" - MONUMENT LOCATED AT THE NE CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEV: 471.73 DRAINAGE AREA MAPS LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 OWNER ENGINEER n WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 3 . O 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 680-2720 SHEET10OF10 CASE NAME: WAFFLE HOUSE RESTAURANT "b pt CASE NUMBER: CU17-13 Qo LOCATION: 2805 BASS PRO ROAD MAYOR SECRETARY DATE: DRAINAGE NOTES: PLANNING AND ZONING COMMISSION 1. THE LOT 3111-A AND 3R7 -B HAVE BEEN INCLUDED AS A FULLY DEVELOPED CONDITION DESIGNATED AS DRAINAGE AREA "OS-1"ON THE ENGINEERING AND DRAINAGE PLANS NAMED "GRAPEVINE TEXAS MULTIFAMILY" DATED 8-15-2012 BY SPAIRS ENGINEERING. CHAIRMAN 2. LOT 3R7 -B IS BEING DRAINED INA FULLY DEVELOPED CONDITION BY A 24" STORM DRAIN AS DATE. DESIGNATED AS DRAINAGE AREA "D" ON THE ENGINEERING AND DRAINAGE PLANS NAMED _ TACO CASA RESTAURANT" DATED 01-15-2015 BY JDJR CONSULTANTS AND ENGINEERS INC. 0 40 8 120 160 SHEET: 10OF 10 APPROVAL DOES NOT AUTHORIZE ANY GRAPHIC SCALE IN FEET WORK IN CONFLICT WITH ANY CODESOR ORDINANCES 1" = 40' DEPARTMENT OF DEVELOPMENT SERVICES 5' CURB INLET IN SUMP CONDITION DEPTH Yo AT INLET = 0.25' LENGTH OF INLET = 5' CAPACITY OF INLET= 1.75 CFS /LF OF LENGTH (PER ,SWM DESIGN MANUAL FIGURE 3.2-9 TOTAL CAPACITY OF INLET: 8.75 CFS BENCHMARK: BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP STAMPED "CITY OF GRAPEVINE, NO. 4" - MONUMENT LOCATED AT THE NE CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEV: 471.73 DRAINAGE AREA MAPS LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION CITY OF GRAPEVINE, TX 76051 35,146 SF (0.807 AC.) CITY OF GRAPEVINE TARRANT COUNTY, TX 76051 OWNER ENGINEER n WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC. 3 . O 5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021 ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 680-2720 SHEET10OF10