The URL can be used to link to this page

Home My WebLink AboutItem 03 - CU18-22 PaycomTO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTOR MEETING DATE:OCTOBER 16, 2018 SUBJECT:DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU18-22 PAYCOM F 1 .APPLICANT: Johnson and Associates PROPERTY LOCATION AND SIZE- No a est",, ' The subject property is addressed as 3489 State µ.. ,u Highway 121 and is proposed to be platted as Lot 1,Block 1, Paycom Addition. This property contains 13.1 acres and has approximately 977 feet of 4-Vrill i frontage along Kubota Drive and 535 feet offrontageAhii^.r C7n `t,`6r ci. f t along State Highway 121.C 13`{r,. li`1. f G: l REQUESTED CONDITIONAL USE AND COMMENTS:The applicant is requesting a conditional use permit to exceed the maximum height limit of 50 feet for the district.It is the applicant's intent to establish a new corporate campus on a 13-acre site that will occur in two phases. The first phase will be comprised of a 150,000 square foot, five stories in height (60-feet) office building and a 14,200 s.f. employee gymnasium.Required parking for this first phase of the project is 505 spaces and the applicant will be providing 614 surface parking spaces.A later second phase is proposed that will add a second 150,000 s.f. structure that will also be five stories in height (60-feet) along with a seven level (six above grade) parking structure that is 58-feet in height. Required parking with the addition of the second 1 O:\ZCU\CU 18-22. building is 1010 spaces and the applicant will be providing 1,853 spaces—approximately 1,540 of these spaces will be located within the parking structure and 313 spaces will be surface parking. The subject site will have two points of controlled access, both from Kubota Drive. The main access to the Paycom site will be from a drive at the northeastern corner of the site. There will be a median break at this location that will allow two-way traffic both entering and exiting the site. The second access point will be approximately 790 feet to the south and will be right in-right out, only. Along with the controlled access entering the site, the applicant also proposes a wrought-iron fence, six feet in height that will secure the entire property. PRESENT ZONING AND USE: The subject property is currently zoned "CC" Community Commercial District and is undeveloped. HISTORY OF TRACT AND SURROUNDING AREA: The subject and surrounding property was zoned 1-1" Light Industrial District prior to the 1984 City Rezoning. The area incorporating the D/FW Hilton to the north, Anderson- Gibson Road to the south and east to State Highway 26 and State Highway 121 North up to the Tarrant/Dallas County line was rezoned to "HCO" Hotel/Corporate Office during the 1984 City Rezoning. A 35-acre tract to the west of the subject site was rezoned to "CC" Community Commercial District (Z96-08) at the June 18, 1996 joint public hearing. The area to the east of the Tarrant/Dallas County line, south of Anderson-Gibson Road, as well as the area to the north of Anderson-Gibson Road east to State Highway 121 was rezoned to "PID" Planned Industrial Development during the 1984 City Rezoning. Zone Change Z85-23 approved October 1, 1985 rezoned a total of nine tracts in this area--one tract was rezoned to"R-MF-1" Multi-Family, one to"R-MF-2" Multi-Family; four tracts were rezoned to "CC" Community Commercial, one tract to "HCO" Hotel/Corporate Office, and another was rezoned to "LI" Light Industrial; one tract remained "PID" Planned Industrial Development. The approximate 28 acres currently zoned "R-20" Single Family Residential District located north and south of Anderson-Gibson Road was established during the Local Option Election of 1993. Zone Change Z95-04 rezoned three tracts in the north easternmost portion of the city from "LI" Light Industrial, "CC" Community Commercial, and "PID" Planned Industrial Development to "BP" Business Park District. Zone Change Z95-06 approved on August 15, 1995 placed deed restrictions on many of the tracts rezoned by Zone Change Z85-23. A portion of the subject property was rezoned from "PID" Planned Industrial Development to "BP" Business Park District (Z97- 16) at the October 21, 1997 meeting. At Council's July 20, 1999 meeting, two tracts of land previously rezoned from "PID" to "BP" at the October 21, 1997 meeting-- approximately 20.413 acres and 36.710 acres were rezoned from "BP" Business Park 2 O:\ZCU\CU 18-22.4 District to "CC" Community Commercial District for potential retail and commercial development. A zone change request (Z01-11) was considered at the August 21, 2001 on the subject site rezoning 55.9 acres of the subject property from "R-MF-1" Multifamily District and 107.3 acres from "CC" Community Commercial District to "BP" Business Park District for potential office/warehouse development. That request was withdrawn by the applicant. A later zone change request (Z01-15) was submitted on the subject property at Council's November 20, 2001 meeting rezoning 55.9 acres from "R-MF-1" Multifamily District to "CC" Community Commercial District for potential commercial and office development. At Council's December 19, 2006 meeting a zone change request (Z06-15) and a planned development overlay (PD06-09)was considered and denied on the subject and surround property. The applicant(Toll Brothers)was attempting to rezone approximately 110 acres of the entire 162-acre "Hunt" tract for townhouse and single family development. At the Council's July 21, 2009 meeting a zoning change (Z09-03) and a conditional use permit CU09-17) were approved to rezone approximately 16.36 acres from "CC" Community Commercial District to "MXU" Mixed Use District for the development of a multi-phase apartment project and to allow on-premise consumption of alcoholic beverages in conjunction with a restaurant and hotel development—neither project were developed. At the September 15, 2015 meeting a conditional use permit (CU15-38)was approved on the property the north of the subject site which allowed for the North American Headquarters of Kubota USA to exceed the maximum height allowed in the district and allowed for a building 78 feet in height for a portion of the headquarters building with the majority of the structure being 60 feet in height. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CC" Community Commercial District—Kubota USA North American Headquarters SOUTH:CC" Community Commercial District—vacant undeveloped property and State Highway 121 North EAST: CC" Community Commercial District—vacant undeveloped property and State Highway 121 North WEST: CC" Community Commercial District—vacant undeveloped property AIRPORT IMPACT: The subject property is located within "Zone B" Middle Zone of Effect as defined on the Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In Zone B, 3 O:\ZCU\CU 18-22.4 the following uses may be considered only if sound treatment is included in building design: multi-family apartments, motels, office buildings, movie theaters, restaurants, personal and business services. Single family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant's proposal is an appropriate use within this noise zone. MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial land use. The applicant's proposal is in compliance with the Master Plan. THOROUGHFARE PLAN APPLICATION: The subject site is proposed to be accessed from and have frontage on Kubota Drive. Kubota Drive is comprised of 100 feet of right-of-way developed as four lanes with a center median. Kubota Drive is not currently designated a Thoroughfare as shown on the City's Thoroughfare Plan. Although the subject site has frontage on State Highway 121 there is no drive access to/from State Highway 121. rs 4 O:\ZCU\CU 18-22.4 Q ! Ll GU PID BPrr l6=AC f 5.33 AC -N, t TA' ti ti ..•'" r r f G.8i AC fit.r'.`•'• r 4 Oy E 83A z J 4 e C C f::....;.......: J A% TR183$ 3251 AC C7 Jr P. f So R-MF TFM1333 e re t3.BT AttC i • TF WEDA f f Mx 4 f TR MM E TR 1A 856 AC r Gra W_.._. ....--• Hca 41k 2.184 AC : Feet 0 200 400 600 800 CU18=22 N PaycomTE ?I A S"Z W—E s This data has been compiled by the City of Grapevine IT/GIS department.Various official and unofficial sources were Date Prepared: 10!112018 used to gather this information.Every effort was made to ensure the accuracy of this data,however,no guarantee is given or implied as to the accuracy of said date. LqAUVIN.E T B A 8 CITY OF GRAPEVINE CONDITIONAL USE APPLICATION Form "A" PART 1.APPLICANT INFORMATION Name of applicant/agent:Icompany/contact Johnson &Associates, Inc. on behalf of Paycom Street address of applicant/agent 1 East Sheridan Ave., Suite 200 City/State/Zip Code of applicant/agent: Oklahoma City, OK 73104 Telephone number of applicant/agent: Fax number of applicant/agent 405)235-8075 405)235-8078 Email address of a licant/agent Mobile phone number of applicantlagent 405)627-2850 PART 2. PROPERTY INFORMATION Street address of subject property Legal description of subject property(metes&bounds must be described on 8 112"x 11"sheet) Prodded as attached sheet Lot Block Addition Size of subject property 13.1 Acres 571,667 Square footage Present zoning classification:Proposed use of the property: CC, Community Commerical Corporate Office Campus Circle yes or no,if applies to this application Outdoor speakers Yes (E) Minimum/maximum district size for conditional use request: Minimum size of C-C Community Commercial District is 5 Acres. Zoning ordinance provision requiring a conditional use: Building Height PART 3. PROPERTY OWNER INFORMATION Name of current property owner: The City of Grapevine Street address of property owner.• 200 S. Main Street City I State I Zip Code of property owner. Grapevine,TX 76051 Telephone number of property owner: Fax number of property owner.• 817)410-3000 l Submit a letter describing the proposed conditional use and note the request on the site plan document In the same letter, describe or show on the site plan, and conditional requirements or conditions imposed upon the particular conditional use by applicable district regulations(example:buffer yards,distance between users) In the same letter, describe whether the proposed conditional use will,or will not cause substantial harm to the value,use,or enjoyment of other property in the neighborhood. Also, describe how the proposed conditional use will add to the value,use or enjoyment of other property in the neighborhood. Application of site plan approval(Section 47,see attached Form"B'). The site pjan submission shalt meet the re uirements of Section 47, Site Plan Requirements. 06 All conditional use and conditional use applications are assumed to be complete when tiled 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 conditional use permit can only be approved dby city council through the public hearing process. 1 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 M of submittal. PART 4.SIGNATURE TO AUTHORIZE CONDITIONAL USE RE E T ND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY Timothy W.Johnson, P.E. Print Applicant's Name: Appfic nt's Signature: The State of Oklahoma County Of Oklahoma Z Before Me_ C.-% t+C-Cor on this day personally appeared -T'erlo notary) pplicant) 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 S day of A.D. ZO t= RACHEL WHt 'COMB , i = SEAL =' r Pliblic Notary In And For Stastate of Qklahoma Commission 9 11001735 Expires a2l2 9r__ Print Property Owners Name: Property Owner's ignat re: The State Of -1@1 ' S County Of I Qr r Q f--+t Before Me on this day personalty appeared 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 m hand and seat of ice th5is 6{ } y o f s day ofA.D. v PSUSAN T, I_`'- A pb r Notary Pubii` State of Texas tp. y ID#324575-9 -2421 Notary!n A For State Of Texas OF my Comm.Expires 06-23 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 councy 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 riling 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. 1 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 me7att R f submittal Signature of Applicant Date: August 31, 2018 Signature of owner Date. t ORDINANCE NO. 2018-081 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT CU18-22 TO EXCEED THE HEIGHT REQUIREMENT OF 50 FEET WITHIN THE "CC" COMMUNITY COMMERCIAL DISTRICT IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT FOR LOT 1, BLOCK 1, PAYCOM ADDITION (3489 STATE HIGHWAY 121)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); 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, 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, 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: Ordinance No. 2018-081 2 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. CU18-22 to exceed the height requirement of 50 feet within the "CC" Community Commercial District in a district zoned CC" Community Commercial District within the following described property: Lot 1, Block 1, Paycom Addition (3489 State Highway 121) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit"A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. 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 Ordinance No. 2018-081 3 exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. The fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 16th day of October, 2018. APPROVED: William D. Tate Mayor ATTEST: Tara Brooks City Secretary APPROVED AS TO FORM: City Attorney Ordinance No. 2018-081 4 CITY OF GRAPEVINE GENERAL NOTES 1. THE OWNER / CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING A 5% INSPECTION FEE TO THE CITY OF GRAPEVINE OF THE PRE -CONSTRUCTION MEETING FOR ALL PUBLIC IMPROVEMENTS. 2. NO WATER JETTING IS ALLOWED FOR WATER, SANITARY SEWER AND STORM DRAINAGE CONSTRUCTION. 3. ALL TRENCHES THAT ARE EXCAVATED TO A DEPTH IN EXCESS OF FIVE (5) FEET SHALL BE EXCAVATED AND MAINTAINED IN A MANNER THAT MEETS ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. PRIOR TO THE EXCAVATION AND CONSTRUCTION OF THE TRENCH(ES), THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TWO 2) TRENCH SAFETY PLANS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH OSHA STANDARDS. 4, ALL EMBEDMENT AND BACKFILL SHALL BE WETTED TO APPROXIMATE OPTIMUM MOISTURE AND COMPACTED IN TWELVE (12) INCH LIFTS TO 95% STANDARD PROCTOR DENSITY. DENSITY TESTS SHALL BE OBTAINED FOR EACH FIVE (5) FEET OF DEPTH AND FOR EACH 100 LINEAR FEET OF TRENCH OR INCREMENT THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A COPY OF ALL GEOTECHNICAL LABORATORY REPORTS / TEST RESULTS TO THE CITY OF GRAPEVINE. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY OF GRAPEVINE BUILDING DEPARTMENT AT (817) 410-3010 TO REQUEST A TREE PRESERVATION INSPECTION PRIOR TO ANY WORK COMMENCING ON THE SITE. 6, THERE SHALL BE NO FILLING IN THE FLOODPLAIN OR DUMPING WITHIN THE CITY OF GRAPEVINE WITHOUT AN EXECUTED'FILL' AGREEMENT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING ALL FIELD CHANGES TO THE PLANS. THE PROJECT ENGINEER SHALL INCORPORATE THESE CHANGES INTO'AS-BUILT RECORD DRAWINGS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION CONTROL IN ACCORDANCE WITH THE EROSION CONTROL PLAN PREPARED BY THE ENGINEER AND APPENDIX F OF THE CITY OF GRAPEVINE'S CODE OF ORDINANCES. 9, THE CITY OF GRAPEVINE'S CONSTRUCTION INSPECTOR OVERTIME POLICY ALLOWS THE CONTRACTOR TO WORK FROM 7 AM TO 7 PM, MONDAY THROUGH SATURDAY. NO WORK IS ALLOWED ON SUNDAYS. OVERTIME CHARGES OF S45 PER HOUR SHALL BE PAID TO THE CITY BY THE CONTRACTOR FOR WORK OUTSIDE THE NORMAL WORK WEEK (I.E. SAM TO 5 PM, MONDAYTHROUGH FRIDAY). SATURDAY WORK REQUIRES A FOUR (4) HOUR MINIMUM OVERTIME CHARGE. 10. EACH CONTRACTOR WITHIN THE PROPOSED DEVELOPMENT SHALL GUARANTEE THEIR WORK FOR A PERIOD OF TWO (2) YEARS AFTER THE DATE OF FINAL ACCEPTANCE BY THE CITY OF ALL PUBLIC IMPROVEMENTS. MAINTENANCE BONDS SHALL BE IN AN AMOUNT EQUAL TO 25 PERCENT OF THE CONSTRUCTION COSTS OF THE IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS. THIS INCLUDES EXCAVATION / FILL FOR PUBLIC STREETS 11. THE CITY OF GRAPEVINES CODE OF ORDINANCES SHALL BE ADHERED TO. SPECIAL ATTENTION SHOULD BE GIVEN TO APPENDIX F, EROSION AND SEDIMENTATION CONTROL. SECTION F OF THIS ORDINANCE ALLOWS THE DIRECTOR OF PUBLIC WORKS TO ISSUE A'STOP-WORK ORDER' FOR ANY DEVELOPMENT, IMPROVEMENT, OR CONSTRUCTION WHICH IS IN VIOLATION OF THIS ORDINANCE. 12. ALL UTILITY RELOCATIONS WILL BE DONE AT THE DEVELOPER'S EXPENSE. 13, ALL WATER LINES SHALL BE DRIB CLASS 150 C-900 PVC UNDER 16" AND DR18 CLASS 235 C-905 FOR 16" AND ABOVE, UNLESS SPECIFIED OTHERWISE, 14. SANITARY SEWER PIPES SHALL BE A MINIMUM OF SDR35 PVC AND MEET ALL TOED AND NTCOG SEPARATION REQUIREMENTS. CONTRACTOR NOTE: ANY DISCREPANCIES BETWEEN THE GENERAL NOTES AND THE CITY SPECIFICATIONS OR DETAILS SHALL BE WHICHEVER IS MORE RESTRICTIVE AS DETERMINED BY THE CITY INSPECTOR. THE CITY OF GRAPEVINE, TEXAS PLANS FOR CONDITIONAL USE PERMIT GRADING, WATER, SANITARY SEWER, PAVING AND DRAINAGE IMPROVEMENTS TO SERVE OWNER: CITY OF GRAPEVINE 200 S. MAIN ST. GRAPEVINE, TX. 76051 PAYCOM l FAQ PROJECT LOCATION A a LU yCP Z ILID Q IrLD # - GRAVEVINE MILLS D. N VICINITY MAP NOT TO SCALE LOCATEDIN CITY OF GRAPEVINE, TEXAS DEVELOPER: PAYCOM 7501 W. MEMORIAL RD. OKC, OK. 73142 ATTN: SHANNON BEGNEL 1-405-722-6900 CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 1 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES INDEX OF SHEETS NO. DESCRIPTION 1 TITLE SHEET 2 OVERALL SITE GENERAL LAYOUT PHASE 1 3 OVERALL MASTER PLAN 4 TOPOGRAPHIC SURVEY 5-8 SITE DIMENSIONAL PLAN 9 PAVING PLAN 10 POND PLAN 11 UTILITY PLAN 12-13 STORM SEWER PLAN 14 EROSION CONTROL PLAN 15 LANDSCAPE PLAN PHASE 1 16 MASTER LANDSCAPE PLAN FPLT FINAL PLAT A17 ARCHITECTURAL SITE / KEY PLAN A18 BUILDING A ELEVATIONS A19 BUILDING A ELEVATIONS A20 GYMNASIUM ELEVATIONS A21 FUTURE BUILDING B ELEVATIONS A22 FUTURE BUILDING B ELEVATIONS A23 FUTURE GARAGE ELEVATIONS A24 GUARD SHACK, FENCE, 8 SIGN ELEVATIONS RENDERINGS PHASE 1 - RENDERINGS RENDERINGS PHASE 2 -RENDERINGS J \ N G Ftic/ 5 'L PREPARED BY: THESE PLANS ARE C O UPRELIMINARY IN NATURE AND ARE NOT A RNAL, SIGNED AND SEALED SET OF DOCUMENTS. TIMOTHY W. JOHNSON DATE Reg. PE Na. 12— architects Johnson & Associates, Inc. 1 E. Sheridan Ave., Suite 200 Oklahoma City, OK 73104 ao512 W d A P suaP— N &I Del vuwl P.161wmm1eanmoaeo. P e v EWIWENS r 0 60' 120' PROP. MONUMENT SIGN oo, PROP. WROUGHT IRON FENCE e B PROP. S' WIDE PROP. BOOM CONC. SIDEWALK SECURITY GATE `' \ Pf PROP.BOO M SECURITY GATE "I PROP. SWINGING ` Lt SECURITY GATE r PROP. GUARD SHACK PRO//N G\ING SECURITY GATE GYMNASIUM BLDG' rle A CONDITIONAL USE REQUEST CU18-22 IS A REQUEST TO •~'\ EXCEED THE HEIGHT REQUIREMENT OF 50 -FEET WITHIN THE 'CCCOMMUNITY COMMERCIAL DISTRICT. I PARKING CALCULATIONS I NON-RESIDENTIAL USE: OFFICE AND GYMNASIUM PARKING SPACE SCHEDULE: 150,000 SF OF OFFICE @ 1/300 14,500 SF OF GYMNASIUM @ N/A NET FLOOR SPACE -------164,500 SQ FT. PARKING AND LOADING SPACES REQUIRED ----500 PARKING AND LOADING SPACES PROVIDED ---------614 HANDICAPPED SPACES PROVIDED -----------------14 o- \ R O c` v sT j y1 PROP. BOOM ECURITY GATE PROPjSW1NGING SECURITY GATE.. ' Ct A \ N PROP. MONUMENT SIGN PROP. GUARD SHACK \ oi A a o / / PROP. BOOM SECURITY GATE PROP. SECURITY ITY G\ GAATEI 0* 3j _3 SV-Z j PROP, CANTILEVERED ROLLING GATE w/ KNOX BOX LOCK GENERAL NOTESSITEDATACHART ss - 16. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED w/ PAYCOM NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. COMMERCIAL. DESCRIPTION a„c 17. ALL EDGE OF PAVEMENT SHALL HAVE A 6" CONCRETE CURB, EXISTING ZONING CC UNLESS NOTED OTHERWISE. THE COMPREHENSIVE MASTER PLAN IS COMMERCIAL. PROPOSED ZONING --CC W 18, THE MINIMUM PAVEMENT GRADE IS 0.50%. THE MAXIMUMLANDUSEDESIGNATION -OFFICE & GYMNASIUM PAVEMENT GRADE IS 10%. BUILDING HEIGHTS PROPOSED STORM SEWER LINE 0 0- BUILDING A -TOP OF PARAPET 60 FT. (5 STORIES CAMPUS. REGULATIONS SHALL BE MET. INCLUDING A BASEMENT) GYMNASIUM -TOP OF CAST STONE CAP - 32 FT. -4 IN 5. ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING TOTAL BUILDING AREA 84,579 SQ FT. DEPARTMENT CONNECTION (FDC). SAID FIRE HYDRANT WILL SQUARE FOOTAGE BE SHOWN ON THE CIVIL CONSTRUCTION PLANS. BROKEN DOWN BY USE)- 150,000 - BUILDING A 21. FENCE TO BE F WROUGHT IRON. 7. ALL DUMPSTERS SHALL BE SCREENED IN ACCORDANCE w/ 120,000 - BUSINESS SECTION 50.B.3. SECTION 50.B.3. REQUIRES ALL SOLID EXCEED THE MAXIMUM HEIGHT REQUIREMENT OF 50 FEET. 15,000 - ASSEMBLY FENCE OR WALL ONE FOOT ABOVE THE REFUSE DUMPSTER 1,500 - CLASSROOM NOT TO EXCEED 8 FEET IN HEIGHT ON ALL SIDES (EXCEPT CONFORM TO THE SITE WORK SPECIFICATIONS. ANY WORK 8,500 - STORAGE NOT COVERED IN THE SITE WORK SPECIFICATIONS SHALL NOT BE REQUIRED TO BE SCREENED UNLESS THE SERVICE 5,000 - PARKING SIDE OF THE REFUSE STORAGE AREA IS VISIBLE FROM A TRANSPORTATION CONSTRUCTION SPECIFICATIONS, 14,200 - GYMNASIUM LATEST EDITION. TOTAL LOT AREA 571,667 SF GRAPEVINE ZONING ORDINANCE. LIGHTING ELEMENTS MUST FLOOR AREA RATIO 28.7% TOTAL IMPERVIOUS AREA --348,226 SF TESTING OF ILLUMINATION LEVELS MUST BE PERFORMED TOTAL OPEN SPACE 174,444 SF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. ALL TOTAL BUILDING AND PAVED AREA 397,223 SF DEPARTMENT. NO OCCUPANCY, INCLUDING TEMPORARY OUTSIDE STORAGE AS A PERCENTAGE 0.00% NUMBER OF PROPOSED LOTS -1 26. UNLESS OTHERWISE STATED IN THE GENERAL CONDITIONS, Ct A \ N PROP. MONUMENT SIGN PROP. GUARD SHACK \ oi A a o / / PROP. BOOM SECURITY GATE PROP. SECURITYITY G\ GAATEI 0* 3j _3 SV-Z j PROP, CANTILEVERED ROLLING GATE w/ KNOX BOX LOCK GENERAL NOTES EXISTING WATER LINE ss - 16. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED w/ 1. THE PROPERTY IS CURRENTLY ZONED'CC' COMMUNITY NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. COMMERCIAL. EXISTING OVERHEAD UTILITY LINE a„c 17. ALL EDGE OF PAVEMENT SHALL HAVE A 6" CONCRETE CURB, 2. THE CURRENT LAND USE DESIGNATION AS CONTAINED IN UNLESS NOTED OTHERWISE. THE COMPREHENSIVE MASTER PLAN IS COMMERCIAL. EXISTING UNDERGROUND TELEPHONE SERVICE LINE W 18, THE MINIMUM PAVEMENT GRADE IS 0.50%. THE MAXIMUM 3. ALL REQUIREMENTS OF SECTION 25, COMMUNITY PAVEMENT GRADE IS 10%. COMMERCIAL DISTRICT SHALL BE MET. PROPOSED STORM SEWER LINE 0 0- 19. THE PROPOSED USE FOR LOT 1 IS A CORPORATE OFFICE 4. ALL REQUIREMENTS OF SECTION 53, LANDSCAPING CAMPUS. REGULATIONS SHALL BE MET. 20. A FIRE HYDRANT WILL BE PLACED WITHIN ONE HUNDRED 5. ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING AND FIFTY FEET (150') OF THE PROPOSED FIRE REQUIREMENTS SHALL BE MET. DEPARTMENT CONNECTION (FDC). SAID FIRE HYDRANT WILL BE SHOWN ON THE CIVIL CONSTRUCTION PLANS. 6. ALL REQUIREMENTS OF SECTION 60, SIGN STANDARDS SHALL BE MET. 21. FENCE TO BE F WROUGHT IRON. 7. ALL DUMPSTERS SHALL BE SCREENED IN ACCORDANCE w/ 22. CONDITIONAL USE REQUEST CU18-221S A REQUEST TO SECTION 50.B.3. SECTION 50.B.3. REQUIRES ALL SOLID EXCEED THE MAXIMUM HEIGHT REQUIREMENT OF 50 FEET. REFUSE DUMPSTERS TO BE VISUALLY SCREENED BY SOLID FENCE OR WALL ONE FOOT ABOVE THE REFUSE DUMPSTER 23. ALL WORK PERFORMED AND MATERIALS SUPPLIED SHALL NOT TO EXCEED 8 FEET IN HEIGHT ON ALL SIDES (EXCEPT CONFORM TO THE SITE WORK SPECIFICATIONS. ANY WORK THE SIDE USED FOR GARBAGE PICKUP). SUCH SIDES SHALL NOT COVERED IN THE SITE WORK SPECIFICATIONS SHALL NOT BE REQUIRED TO BE SCREENED UNLESS THE SERVICE CONFORM TO THE TEXAS DEPARTMENT OF SIDE OF THE REFUSE STORAGE AREA IS VISIBLE FROM A TRANSPORTATION CONSTRUCTION SPECIFICATIONS, RESIDENTIALLY ZONED DISTRICT. LATEST EDITION. 8. ALL LIGHTING MUST COMPLY w/ SECTION 55 OF THE 24. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL GRAPEVINE ZONING ORDINANCE. LIGHTING ELEMENTS MUST BE RESPONSIBLE FOR HIS OWN CONSTRUCTION STAKING. NOT BE VISIBLE FROM A POINT FIVE (5) FEET ABOVE GROUND MEASURED AT ALL PROPERTY LINES. PHYSICAL 25. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC TESTING OF ILLUMINATION LEVELS MUST BE PERFORMED CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON TO VERIFY COMPLIANCE w/ PHOTOMETRIC STUDY. UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. ALL DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING PAVEMENT STRIPING SHALL BE FOUR (4) INCHES WIDE. DEPARTMENT. NO OCCUPANCY, INCLUDING TEMPORARY UNLESS SHOWN OTHERWISE ON THE PLANS. OCCUPANCY WILL BE PERMITTED UNTIL THE ABOVE REQUIREMENTS ARE MET. 26. UNLESS OTHERWISE STATED IN THE GENERAL CONDITIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 9. ALL PARKING FOR DISABLED PERSONS SHALL BE TESTING. THE RESULTS OF THE TESTS SHALL BE DESIGNATED ACCORDING TO CHAPTER 23, SECTION 23.6 FORWARDED TO THE ENGINEER FOR HIS REVIEW AND THROUGH 24.69 OF THE GRAPEVINE CODE OF ORDINANCES APPROVAL. SHALL BE MET. THIS DESIGNATION IS THE BLUE HANDICAPPED SIGN REQUIREMENT. 27. THE CONTRACTOR SHALL PROVIDE A MEDIUM BROOM FINISH ON ALL CONCRETE WALKS, RAMPS AND PAVING 10. A TYPICAL PARKING SPACE DIMENSION IS 9 x 18 FEET. SURFACES UNLESS OTHERWISE NOTED. 11. THE MINIMUM DRIVING LANE WIDTHS IN ALL PRIVATE 28. THE CONTRACTOR MUST FILE A "NOTICE OF INTENT" WITH PARKING LOTS FOR 90 -DEGREE PARKING IS A MINIMUM OF THE APPROPRIATE ADMINISTRATIVE AGENCY PRIOR TO 25 FEET. COMMENCING EARTHWORK, CLEARING OR DEMOLITION OPERATIONS. 12. ALL REQUIRED OFF-STREET PARKING AND LOADING AND DRIVES, VEHICLE (AUTOS, TRUCKS, TRAILERS, BOATS, ETC.) 29. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE SALES, DISPLAY AREAS AND OUTSIDE STORAGE AREAS IN ACCURACY OF ALL SITE PLAN DIMENSIONS AND ALL DISTRICTS SHALL BE PAVED TO A MINIMUM STANDARD MEASUREMENTS AND SHALL CONFIRM THE ACCURACY AND EQUIVALENT TO 4 INCH CONCRETE SLAB w/ 6 INCHES x 6 LOCATION OF THE PROJECT BOUNDARY PRIOR TO INCHES BY 6 GAGE MESH WIRE OR A 2 INCH HOT MIX CONSTRUCTION. ANY DISCREPANCIES DISCOVERED SHALL ASPHALTIC CONCRETE OVER 6 INCH CRUSHED ROCK BASE. BE BROUGHT TO THE ATTENTION OF THE ENGINEER -OF -RECORD FOR RESOLUTION PRIOR TO 13. MECHANICAL EQUIPMENT FOR THIS SITE PLAN SHALL BE CONSTRUCTION. ROOF MOUNTED. ALL MECHANICAL EQUIPMENT OVER FIVE HORSEPOWER MUST BE LOCATED A MINIMUM OF 120 FEET 30. PARKING LOT LAYOUT IS PARALLEL AND PERPENDICULAR FROM THE CLOSEST RESIDENTIAL DISTRICT. ALL TO BUILDING ORIENTATION UNLESS OTHERWISE NOTED. MECHANICAL EQUIPMENT, REGARDLESS OF HORSEPOWER, IS PROHIBITED FROM BEING LOCATED WITHIN THE REQUIRED OR ESTABLISHED FRONT YARD. 14. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE. 15. ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. LEGEND w EXISTING WATER LINE ss - EXISTING SAN. SEWER LINE s, EXISTING STORM SEWER LINE H EXISTING OVERHEAD UTILITY LINE a„c EXISTING UNDERGROUND UTILITY LINE EXISTING GAS LINE T. EXISTING UNDERGROUND TELEPHONE SERVICE LINE W PROPOSED WATER LINE SSS PROPOSED SANITARY SEWER SERVICE LINE ST PROPOSED STORM SEWER LINE 0 0- PROPOSED 6WROUGHT IRON FENCE CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 2 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES w a O wZ ZOg u] a_ W w O F LANS AREYINNATURE AND ARE NOT A FINAL, SIGNED AND SEALED SET OF DOCUMENTS. PAYCOM 0 Q J acan Q Xw LuLLI i Ww aLU a_ 0) JJ W 0 ProlNo.. Dare 1-3 18 sole. i•=sa Cher By. App- By: SHEET NUMBER 2 0 60' 120' SITE DATA CHART PAYCOM DESCRIPTION EXISTING ZONING CC PROPOSED ZONINGCC LAND USE DESIGNATION—OFFICE GYMNASIUM BUILDING HEIGHTS BUILDING A & B TOP OF PARAPET —60 FT. (5 STORIES INCLUDING A BASEMENT) GYMNASIUM—TOP OF CAST STONE CAP - 32 FT -4 IN PARKING GARAGE --TOP OF STRUCTURE - 58 FT. TOTAL BUILDING AREA 194,949 SQ FT. SQUARE FOOTAGE BROKEN DOWN BY USE) -150,000 - BUILDING A & B (EACH) 120,000 - BUSINESS 15,000 - ASSEMBLY 1,500 - CLASSROOM 8,500 - STORAGE 5,000 - PARKING 14,200 -GYMNASIUM 76,570 - PARKING GARAGE 535,990 (7 STORIES, 6 ABOVE GRADE) TOTAL LOT AREA 571,667 SF FLOOR AREA RATIO 28.7% TOTAL IMPERVIOUS AREA— 348,226 SF TOTAL OPEN SPACE-- 163,664 SF TOTAL BUILDING AND PAVED AREA ---408,003 SF OUTSIDE STORAGE AS A PERCENTAGE -0.00% NUMBER OF PROPOSED LOTS—1 PARKING CALCULATIONS NON-RESIDENTIAL USE: OFFICE AND GYMNASIUM PARKING SPACE SCHEDULE: 300,000 SF OF OFFICE @ 1/300 14,500 SF OF GYMNASIUM @ N/A NET FLOOR SPACE ----------314,500 SQ FT. PARKING AND LOADING SPACES REQUIRED ------1000 PARKING AND LOADING SPACES PROVIDED -----1853 HANDICAPPED SPACES PROVIDED -----------------38 CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 3 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES W a 0 rTH'.E E,PLANS.ARE Y IN TURE AND ARE NOT A FINAL, SIGNED 7 E Pry. No: Date'. 10-03-t8 Scale: 1"=60' Chet By: A - By: riMBERl PAYCOM REMAINDER PORTION) /w- - LOT 1, BLOCK i TRACTI - w\ OF CITY OF GRAPEVINE, TEXAS LOTS 1 8 2, BLOCK 1 2013(k y612 - W KUBOTAADDITION O.P. R. D. C. T. 201600261467 ZONING CC O.P.R.D.0 T. ZONING CC R=46700 L=402.00' CH=389.71' SRF o 60' 120' / / / / / / / / / / / / / / / / / \\ \'• 6 zm ER ERER. 55 O UN ERGR I AS PELI E VICINITY MAP NOT TO SCALE NOTE .......... THIS EXHIBIT IS FOR TOPOGRAPHICAL USE ONLY. IT IS NOT TO BE USED AS A BOUNDARY SURVEY. 9 BENCHMARK RD ROOF DRAIN CONTROL POINT BH BOREHOLE FOUND MONUMENT ROUND POST O SET MONUMENT SQUARE POST aEp FIRE HYDRANT EVERGREEN TREE TF7 AUTOSPRINKLER DECIDUOUS TREE HOSE BIBISPIGOT O BUSH WATER METER GATE WATER VALVE HANDICAP WATER WELL 0— TRAFFIC SIGNAL POLE sH SPRINKLERHEAD o—STOCKADE FENCE SPRINKLER VALVE o— CHAINUNK FENCE SSS SANITARY MANHOLE BARBED WIRE FENCE CLEANOUT w— WATERLINE ST STORM MANHOLE Bf—STORM SEVER O STORMGRATE ss—SANITARY SEWER CURBINLET cAs—GAS LINE FIELD INLET iuc— UNDERGROUND TELEPHONE GAS METER O UNDERGROUND POWER NO GAS METER UGC— UNDERGROUND CABLE wcv GAS VALVE OVERHEAD CABLE W VENT PIPE RAILROAD TRACKS MONITORING WELL 11 — EXISTING CONTOUR H POWER POLE BRUSH LINE O GUY WIRE O ASPHALT PAVING i LIGHT POLE 0 CONCRETE PAVING GROUND LIGHT Ft FLOVAINE ELECTRIC BOX Tc TOP OF GRATE ELECTRIC METER TR TOP OF RIM OE ELECTRIC MANHOLE Tr FINISH FLOOR B ELECTRIC BREAKER w CORRUGATED METAL PIPE O ELECTRIC OUTLET RCF REINFORCED CONC. PIPE B PULL BOX Rcs REINFORCED CONIC. BOX T TELEPHONE BOX Tc TOP OF CURB O TELEPHONE MANHOLE IT CURB GUTTER CABLEBOX BUILDING LINE H MANHOLE U• UTILITY EASEMENT UTILITY BOX RAv RIGHT-OF-WAY 9 MAILBOX IR RECORD 4 SIGN 1 MEASURED AIR CONDITIONER Q CORRESPONDING NOTEGrrun REMAINDER PORTION) TRA TI CITY OF GRAPEVINE, TEXAS 201300389642 O.P.RO.0 T. ZONINGGC ABSTRACT N. 1691 J.M. BAKER SURVEY JAMES GIBSON SURVEY ABSTRACT No. 1715 mf mU D/EST $TRTI SN 1 \ I\\\\\ 1 B •.• ti. • \4. 7- D., 6/ / s I I I 1 1 \ \ \ NOFE i I O I I I 11 \/ \ \ NO BUILDINGS OBS RVE 1I RIE1M iDEVOa ION) 1 CITY OF dP EVINE, EXASI1n CUT SET REMAINDER PORTION) TRACT CITY OF GRAPEVINE, TEXAS 201300389642 0 P.RGG T. ZONING:CC QUo.2 wEST ~, 1 TELCO MUNI CATIpIEPALLBOX ~ IT , py'CTj X liF j/o -L / NGWA\ IT R D E IN S11 RA oPI IT I II \ 1 • I I III \\`\ 1 // ////^ / / O ,/// j///// lbTR NUT .' / Q/ j//// yam, Q WILLIAMSgS ff DDELIAGAS\PIIdN CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 4 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES R=783.00'. / p`........... 8.90. CH=285.30 \ / % j / TXDOT ALUMINUM DISC FOUND PREVIOUSLY LE L 3 FIRE OPTIC SIGN V O M HOLE 1 TN F TRAFFIC SIGN I RAMP 19 0' ORIGINAL BENCH MARK REFERENCEBENCHMARK CITY OF GRAPEVINE MONUMENT NO.4 LOCATED AT THE NORTHEAST CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEVATION=471.73 FEET (NGVD 1929) SITE BENCHMARK SQUARE CUT TOP OF 10' WIDE RECESSED CURB INLET EAST SIDE OF KUBOTA DRIVE, APPROXIMATELY 621 FEET NORTHEASTERLY OF THE CENTERLINE INTERSECTION OF KUBOTA DRIVE AND BLUFFS LANE ELEVATION=530.13 FEET(NGVD 1929) W Rol No.: Det'lm-0 118 CM1ecketl By: AP ,Xl By: Q SHEE MBER REMAINDER PORTION) TRA TI CITY OF GRAPEVINE. TEXAS 20 NXIM 12 O.PA D.C.T ZONING:CC TR NUT .' / Q/ j//// yam, Q WILLIAMSgS ff DDELIAGAS\PIIdN CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 4 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES R=783.00'. / p`........... 8.90. CH=285.30 \ / % j / TXDOT ALUMINUM DISC FOUND PREVIOUSLY LE L 3 FIRE OPTIC SIGN V O M HOLE 1 TN F TRAFFIC SIGN I RAMP 19 0' ORIGINAL BENCH MARK REFERENCEBENCHMARK CITY OF GRAPEVINE MONUMENT NO.4 LOCATED AT THE NORTHEAST CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEVATION=471.73 FEET (NGVD 1929) SITE BENCHMARK SQUARE CUT TOP OF 10' WIDE RECESSED CURB INLET EAST SIDE OF KUBOTA DRIVE, APPROXIMATELY 621 FEET NORTHEASTERLY OF THE CENTERLINE INTERSECTION OF KUBOTA DRIVE AND BLUFFS LANE ELEVATION=530.13 FEET(NGVD 1929) W Rol No.: Det'lm-0 118 CM1ecketl By: AP ,Xl By: Q SHEE MBER 0 20' 40' KEY MAP URB MATCHES ROPERTY LINE PROP. MONUMENT SIGN LOCATION L U h CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 5 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES S Rs \ \ \ ry5 FQ"ORp ].13' ryG eO0 \ G PRO .6' WROUGHT IRON FENCE ry PROP. 6 WR GHR lF IRON FENCE \ 9 fi3 L=14.14' A9 1 /.1, R5 R2y. 2 . R4.5' \ S. A '\ R4.5 14' Q MATCH LINE SEE SHEET 6) p5' i MATCH LINE SEE SHEET 7) THESE PLANS ARE PRELIMINARY IN NATURE AND ARE NOT A FINAL, SIGNED AND SEALED SET OF DOCUMENTS. R Ro D 10.03-18 s— 1"=20' eR Appl— BYg Ceecked By'. w SHEET NUMBER s3 PAYCOM THESE PLANS ARE PRELIMINARY IN NATURE AND ARE NOT A FINAL, SIGNED AND SEALED SET OF DOCUMENTS. PAYCOM z g a o W z U w 0 Z in z d M Lu o LLI H Dale No 10-0318 s— r'=zv Ch -d By: APProvetl By: SREET NUMBER THESE PLANS ARE PRELIMINARY IN NATURE AND ARE NOTA FINAL, 7SIGNED AND SEALED SET DOCUMENTS. PAYCOM z g a N J O W z U u O z 0 Q > z a a W tD W H U) Proj No Oate. 10-03-18 Style: 1"=Z0' CheckeE By: Approvetl By: R EET NUMBER GYMNASIUM SEE ARCH. & STRUCTURAL PLANS FOR a3 s • EXACT BUILDING DIMENSIONS) ryh \ 3. Fad PROP. 6WROUGHT IRON FENCE BLDG. CONST. SIDEWALK RAMP v / A RE SHT. N2 SEE ARCH & STRUCTURAL PLANS FOR E' EET 6) EXACT BUILDING DIMENSIONS) I (SE ISHEET 7) 0 CH LINE ------`- 1 / MA/TCHLINE k,--- -- CONST STD— T.a HANDICAP SIGN (1YP.) ' f RE. SHT N22 / CONST 5' SIDEWALK / g / i RE' SHT. N2 ' • F t+e CONST WHEELSTOPSJTYP.) Q ; RE EHT. N2 H Q f• N/ / CONST STD. HANDICAP REN 21GN ( TYP.) SHT i 4 6 RtBJ 0 CONST. WHEEL STOP$(TYP.) ffff RE: SHT. N22 A9 JS / RS' / 3S, y Q 5 p, k, & USO / ;••/ PROP. IRON FENCEOUGHT POND n9 \ R5 6 / 3S ORS' / o\ \ S / PROP. CANTILEVERED / ROLLING GATE w/ KNOX BOX LOCK R2B' L.5 ]2' / o. CASE NAME: PAYCOM s>>, CASE NUMBER: CU18-22 ry 0 20 40' LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 KEY MAP MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: 10-03-18 SHEET: 8 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES f a THESE PLANS ARE PRELIMINARY IN NATURE AND ARE NOT A FINAL, SIGNED AND SEALED SET OF DOCUMENTS. 2 Prof. No.: Date'. 10-0318 Sole: 1"=20 u xx Checketl By'. 5'm Ap{xovetl By: 7 SHEET NUMBER sa PAYCOM 0 60' 120' LEGEND PROPOSED ASPHALT PAVING 0 PROPOSED CONCRETE PAVING PROPOSED REINFORCED CONCRETE PAVING PROPOSED SIDEWALK f GG o$ L \ RVIV ' i /A/ GRADING NOTES 1. ALL FILL AREAS SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY OR AS DIRECTED IN THE GEOTECHNICAL REPORT). 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION: DAMAGE TO ANY UTILITIES OR STRUCTURES DURING EXCAVATION AND CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ONE CALL UTILITY LOCATION NUMBER IS 1-800-522-6543. yZ Z 3. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL O y O aMEASUREMENTSPRIORTOCONSTRUCTIONOFANYPERMANENTSTRUCTURE. W C 4. ALL SITE GRADING SHALL INCLUDE THE FOLLOWING: O A) TOP SOIL REMOVAL, STOCKPILE AND RE -SPREADING IN C LANDSCAPE AREAS, B) EXCAVATION AND COMPACTED EMBANKMENT SHALL BE ACCORDANCE WITH TYPICAL PAVING SECTIONS (12" CURB & o6" PAVING), 5. CONTRACTOR IS TO INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON Z THE EROSION AND SEDIMENTATION CONTROL PLAN PRIOR TO CONSTRUCTION. COST TO BE INCLUDED IN BID ITEM FOR EROSION CONTROL.) 6. CONTRACTOR TO INSTALL GRAVEL WASH BED TO RUN EQUIPMENT THROUGH AND SHALL REMOVE ALL EXCESS DEBRIS FROM TRUCKS BEFORE LEAVING SITE. THESE P= ATU." CLEAN ALL DEBRIS FROM PUBLIC RIGHT-OF-WAY IMMEDIATELY. PRELIMINAR AND ARE NOT A FINAL, 7. ANY REMOVAL OF TREES (AS APPROVED BY OWNER), FENCING OR DEBRIS SIGNED AND SEALED SET WITHIN THE LIMITS OF SITE GRADING SHALL BE DISPOSED OF BY GRADING OF DOCUMENTS. CONTRACTOR. (COST TO BE INCLUDED IN BID ITEM FOR TREE REMOVAL.) 8. CONTRACTOR IS RESPONSIBLE FOR SOIL PREPARATION UNDER PROPOSED BUILDING FOUNDATION PER GEOTECHNICAL REPORT. ORIGINAL BENCH MARK REFERENCE BENCHMARK CITY OF GRAPEVINE MONUMENT NO. 4 LOCATED AT THE NORTHEAST CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. ELEVATION=471.73 FEET (NGVD 1929) SITE BENCHMARK SQUARE CUT TOP OF 10' WIDE RECESSED CURB INLET EAST SIDE OF KUBOTA DRIVE, APPROXIMATELY 621 FEET NORTHEASTERLY OF THE CENTERLINE INTERSECTION OF KUBOTA DRIVE AND BLUFFS LANE ELEVATION=530.13 FEET (NGVD 1929) TACK COAT 2" TYPE "B" ASPHALT 3 TYPE A ASPHALT 6" STABILIZED SOIL BASE r \ ASPH. CONCRETE PAVING SECTION SCALE: N.T.S. I / I / / f // i "% / I / • • 5" CONCRETE (3500 PSI) 6" STABILIZED SOIL BASE 10 P.C. CONCRETE PAVING SECTION SCALE NJ S- 1 / s / © •/%//// O 7" CONCRETE (3500 PSI) i Q //// / _____ `__•• w/#4 BARS Q8"dc EACH WAY q// _ COD6" STABILIZED SOIL BASE REINFORCED P.C. CONCRETE PAVING SECTION SCALE: N.T.S. CASE NAME: PAYCOM CASE NUMBER CU18 22 LOCATION 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY PLANNING AND ZONING COMMISSION DATE: 10-03-18 SHEET: 9 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES PAYCOM Rol. No.: Dare: 1aoals s•are: 1 xo Cnecxed By: Approved ar - BHEE MBER 1 BLDG. A\\)) 1\ I \\ \\\ \\ \ \ V\\\ PROP. CONC. OVERFLOW WEIR lb Z i POND NORMAL WSEL=497.00 r / G 3:1 MAX. SLOPE S / / r /O POND GENERAL NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF GRAPEVINE STANDARD SPECIFICATIONS 2. ALL CONCRETE SHALL BE CLASS "A" CONCRETE 3500 PSI. ALL EXPOSED CONCRETE SURFACES SHALL HAVE A CARBORUNDUM FINISH. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4' CHAMFER. 3. ALL REINFORCING STEEL BARS SHALL BE DEFORMED BARS COLD BENT, NO WELDS PERMITTED. 4 CLEAR GRUB AND STRIP BERM LOCATION REMOVE SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE FOR LATER USE 5. SCARIFY BERM LOCATION BEFORE PLACING FILL. FILL SHOULD BE CLEAN, STABLE MATERIAL AND SHOULD BE FREE OF ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIALS. ALL FILL SHALL BE PLACED IN 8" LOOSE LIFTS AND SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. 6. ALL CUT/FILL SLOPES SHALL BE 3HA V MAX. 7. VEGETATE SPILLWAY AND SIDE SLOPES IMMEDIATELY FOLLOWING GRADING. ANCHOR ANY MULCH IN SPILLWAY WITH NETTING OR GEOTEXTILE FABRIC. INSTALL PAVING MATERIAL TO FINISHED GRADE IF SPILLWAY IS NOT TO BE VEGETATED. 8. CHECK EMBANKMENT FOR SETTLEMENT, SEEPAGE OR SLUMPING ALONG TOE. REPAIR IMMEDIATELY IF NECESSARY. 9. ALL EXPOSED DIRT SHALL BE SOLID SLAB SODDED UPON COMPLETION OF CONSTRUCTION. 0 20 40' POND IS UNDER CORPS OF ENGINEERS PERMIT REVIEW SWF-2018-00362 CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 10 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES w D THESE PLANS ARE PRELIMINARY IN NATURE AND ARE NOT A FINAL, SIGNED AND SEALED SETE DOCUMENTS. If 5 ad p Roj. N. d4 Dale: 10-0118 Scale' 1'=20' Checked By: _ Approved By: 5- SHEET NUMBER 10 PAYCOM LEGEND TOB=12U W PROPOSED TOP OF BANK ELEVATION FL=1282.00 EL=1282-00 PROPOSED FLOW LINE ELEVATION PROPOSED SPOT ELEVATION 1282--- EXISTING CONTOURS 1282 PROPOSED CONTOURS DIRECTIONAL FLOWARROW POND IS UNDER CORPS OF ENGINEERS PERMIT REVIEW SWF-2018-00362 CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 10 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES w D THESE PLANS ARE PRELIMINARY IN NATURE AND ARE NOT A FINAL, SIGNED AND SEALED SETE DOCUMENTS. If 5 ad p Roj. N. d4 Dale: 10-0118 Scale' 1'=20' Checked By: _ Approved By: 5- SHEET NUMBER 10 PAYCOM GENERAL NOTES - UTILITIES ORIGINAL BENCH MARK: 1. ALL UTILITY WORK SHALL COMPLY WITH CITY OF GRAPEVINE REFERENCE BENCHMARK STANDARD SPECIFICATIONS AND BUILDING INSPECTIONS. CITY OF GRAPEVINE MONUMENT NO. 4 LOCATED AT THE NORTHEAST 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CORNER OF THE GRAPEVINE MUNICIPAL GOLF COURSE. LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION: DAMAGE TO ELEVATION=471.73 FEET (NGVD 19291 ANY UTILITIES OR STRUCTURAL DURING EXCAVATION AND 0 \k SITE BENCHMARK CONSTRUCTION OF NEW UTILITIES SHALL BE THE RESPONSIBILITY SQUARE CUT TOP OF 10' WIDE RECESSED CURB INLET EAST SIDE OF OF THE CONTRACTOR. ONE CALL UTILITY LOCATE IS 1-800-522-6543. KUBOTA DRIVE, APPROXIMATELY 621 FEET NORTHEASTERLY OF THE CENTERLINE INTERSECTION OF KUBOTA DRIVE AND BLUFFS LANE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY ELEVATION=530.13 FEET (NGVD 1929) COMPANIES FOR NEW SERVICE CONNECTION. 4 TRENCHING SHALL BE BACKFILLED WITH SAND UNDER ALL PAVED AREAS. 5. GENERAL CONTRACTOR SHALL COORDINATE ALL UTILITY WORK FOR THIS SITE. 6- CONTRACTOR SHALL COORDINATE SIZE AND EXACT ENTRANCE LOCATION OF ALL UTILITY SERVICE WITH ELECTRICAL AND MECHANICAL PLANS. 7. ALL WATER LINES SHALL BE DR18 CLASS 150 C-900 PVC UNDER 16" AND DR18 CLASS 235 C-905 FOR 16" AND ABOVE, UNLESS SPECIFIED OTHERWISE. S. SANITARY SEWER PIPES SHALL BE A MINIMUM OF SDR35 PVC AND MEET ALL TCEQ AND NTCOG SEPARATION REQUIREMENTS. PROP. 15'WE XIST. 8" WATER LINE I / 4 PROP. FIRE \ HYDRANT ST e 4 iL / 0 80• 120• I PROP. WATER/ EXIST. TRIPLE 5'x 8' i PROP. WATER / , METER / STORM SEWER BOX METER PROP. WATER PROP. FIRE PROP. FDC . a SERVICE LINE HYDRANT / — - PROP FIRE R `t\ M 7th,: o / HYDRANT ".^ z - w`t -5;; PROP. FIRE PROP. 15' U/E GYMNASIUM BLDC'• PROP FIRE PROP. PUBLIC STORM LINE c / /f SEWER LINE PROP- PRIVATE STORM RE: SHT. 12 / SEWER LINE ('fYP-) RE SMT. 12 PROP. 32'D & U/E i / II// IYjRO PROR PON PROP. FIRE// HYDRANT / / Q, 40 V ////// Q' PROP. 15'D/E 3 II,P A SFY IE IE- 1-000%jMN.. w/ L 7S'AT 100''MIN. v ? EXIST. 8"SANSEWER CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: 10-03-18 SHEET: 11 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES THESE PLANS ARE PRELIMINARY IN NATURE AND ARE NOT A FINAL, SIGNED AND SEALED SET OF DOCUMENTS. LEGEND w EXISTING WATER LINE ss EXISTING SAN. SEWER LINE s. EXISTING STORM SEWER LINE EXISTING GAS LINE uo EXISTING UNDERGROUND TELEPHONE SERVICE LINE ST PROPOSED PRIVATE STORM SEWER LINE SSS PROPOSED SAN. SEWER SERVICE LINE CW PROPOSED WATER SERVICE LINE FDC PROPOSED PRIVATE FIRE LINE FOR REMOTE FDC 6 .W— PROPOSED 6" WATER LINE g'Vy PROPOSED 8" WATER LINE CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: 10-03-18 SHEET: 11 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES THESE PLANS ARE PRELIMINARY IN NATURE AND ARE NOT A FINAL, SIGNED AND SEALED SET OF DOCUMENTS. yp§ Aol. No.: 46 3i F Dale: 10-03-,8 Sale: ,xA• a$A € cn«xea By: p n ApP veJ BY: SHEET NUMBER 3 PAYCOM 11 PROP. CURB INLET I PROP. GRATED INLET I PROP. CURB INLET PROP. 15' UI E) I I I - \ EXIST. CURB INLET PROP. PRIVATE STORM SEWER, a• \ EXIST. 8" WATER LINE PROP. 4' DIA. `S> \ MANHOLE I \ I I PROP. C\^ INLET J G \ PROP. PRIVATE STORM SEWER I'l PROP. TRENCH DRAIN w/PUMP A B / \ / EXIST. TRIPLE 5'x 8' PROPCURINLET STORM SEWER BOX WJ\ `V Q, 1,327.20 ors PROP. AREA PROP. PRIVATEPROP. DROP INLET / / Q, 8.6 cfs _ " STORM SEWER Q,.=13.4 cfs PROP. 15' U/E , i/, \ PROPCURB INLETPROP. AREA INLET . / \ - - / I PROP. \ VA \ v" 1\ X • BAG CURB INLET \VV PROP PRIVATE PRP WATER UNE TYP.) RE BHT 11 _ / GYMNASIUM STORM SEWER PROP. SEE DETAIL SHT.13 - 1 QS=10.8 ds/ PROP-6"SAN QT. 16.9 CIS SEWER LINE CTYP.) I I PROP. PRIVATE V I RE: SHT- 11 h" / STORM SEWER= PROP. PUBLIC STORM I \ SEWER LINE v e•.:/ / PROP. 15 uE / PROPV \ $ CURB INLET PROP. GRATED INLET SEE DETAIL SHT. 13 Q5-23.1 cfs \ S/ PROP. CURB INLET Q,w=38.2 cfs \ •' PR P. PRIVATE STORM SEWER _ // / Z/ PROP. PROP. 4'x4' STORM SEWER MANHOLE I/ / j S / / / / / // //// O• Q,=25.8 cfs Q,wao.a ds / / y / -. PQO PROP. 24"" PR PROP. PRIVATE PE -FAB 1 /// 1 STORM SEWER i END SECTION S, 1 / // / C I PROP. 15' D/E I I I l EXIST. 8" SAN. SEWER GENERAL NOTES - UTILITIES 1. ALL UTILITY WORK SHALL COMPLY WITH CITY OF GRAPEVINE STANDARD SPECIFICATIONS AND BUILDING INSPECTIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION: DAMAGE TO ANY UTILITIES OR STRUCTURAL DURING EXCAVATION AND CONSTRUCTION OF NEW UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ONE CALL UTILITY LOCATE IS 1-800-522-6543. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY COMPANIES FOR NEW SERVICE CONNECTION. 4. TRENCHING SHALL BE BACKFILLED WITH SAND UNDER ALL PAVED AREAS. 5. GENERAL CONTRACTOR SHALL COORDINATE ALL UTILITY WORK FOR THIS SITE. 6. CONTRACTOR SHALL COORDINATE SIZE AND EXACT ENTRANCE LOCATION OF ALL UTILITY SERVICE WITH ELECTRICAL AND MECHANICAL PLANS. 0 60' 120' CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: 10-03-18 SHEET: 12 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES F SE PQREINAR AND ARE NOT A FINAL, SIG7SEALED i I., No.: iii oNe. ,aoa,e en«xea sy: Aanwea sv: I SHEET NUMBER 12 PAYCOM LEGEND w EXISTING WATER LINE u EXISTING SAN. SEWER LINE m EXISTING STORM SEWER LINE r..s EXISTING GAS LINE T.G EXISTING UNDERGROUND TELEPHONE SERVICE LINE SF PROPOSED PRIVATE STORM SEWER LINE SSS PROPOSED SAN. SEWER SERVICE LINE CW PROPOSED WATER SERVICE LINE FDC PROPOSED PRIVATE FIRE LINE FOR REMOTE FDC 6"W PROPOSED 6" WATER LINE g"W PROPOSED 8" WATER LINE CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: 10-03-18 SHEET: 12 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES F SE PQREINAR AND ARE NOT A FINAL, SIG7SEALED i I., No.: iii oNe. ,aoa,e en«xea sy: Aanwea sv: I SHEET NUMBER 12 PAYCOM TO BE FORMED INTO LI PROP. PAVEMENT CULVERT PIPE PLAN EYING HEAVY -WELD STEEL GRATING TYPE HE 3 4 1l2"x114"x4'-6" LONG SPACED AT 2 3/8" c/c 10 - uKuSS BAw,5 3/8" DIA. & 4'-6 7/8" LONG SPACED AT 4" c/c AS SHOWN 2 - END BANDINGS 3 1/2"x1/4"x4'$ 7/8" LONG OVERALL DIMENSIONS ARE 4'$ 1/2"x4'6 7/8" 2 — GRATE INLET SECTION'B-B' PLAN VIEW Rj 1 END VIEW ARCH METAL PIPE END SECTION EARTH SLOPE Hi SLOPE = X Y I_ X Y REINFORCEMENT t R4 r GROOVED END ON OUTLET END SECTION, TONGUE END ON INLET END SECTION. ~ LONGITUDINAL SECTION DIMENSIONS OF PRECAST END SECTION FOR PIPES SPAN K J C D e T MRS R4 v IN. IN, IN, IN. IN. IN. IN. c. IN. B"BARS 18 9 6" 46 73 ild BARB ®9' P/c 21/2 3 3 6 3TO1 24 81/2 43112. 30 1 7312 48 3 3 3 7 3T01 30 12 54 193/4 1 73 3/4 60 3 12 3 3 8 3 TO 1 36 15 63 ro BARS 72 4 D" BARB 3 1012 3 TO 1 SECTION 'A -A' 21 EYING HEAVY -WELD STEEL GRATING TYPE HE 3 4 1l2"x114"x4'-6" LONG SPACED AT 2 3/8" c/c 10 - uKuSS BAw,5 3/8" DIA. & 4'-6 7/8" LONG SPACED AT 4" c/c AS SHOWN 2 - END BANDINGS 3 1/2"x1/4"x4'$ 7/8" LONG OVERALL DIMENSIONS ARE 4'$ 1/2"x4'6 7/8" 2 — GRATE INLET SECTION'B-B' PLAN VIEW Rj 1 END VIEW ARCH METAL PIPE END SECTION EARTH SLOPE Hi SLOPE = X Y I_ X Y REINFORCEMENT t R4 r GROOVED END ON OUTLET END SECTION, TONGUE END ON INLET END SECTION. ~ LONGITUDINAL SECTION DIMENSIONS OF PRECAST END SECTION FOR PIPES SPAN K J C D E T R3 R4 RS IN. IN, IN, IN. IN. IN. IN. IN. IN. SLOPE IN. 18 9 27 46 73 36 21/2 3 3 6 3TO1 24 81/2 43112. 30 1 7312 48 3 3 3 7 3T01 30 12 54 193/4 1 73 3/4 60 3 12 3 3 8 3 TO 1 36 15 63 343/4 173 3'4 72 4 3 3 1012 3 TO 1 42 21 63 35 9878 41/2 3 3 101/2 3TO 1, 48 24 72 26 98 84 5 1 6 6 14 3 TO 1 . GENERAL NOTES FOR PRECAST END SECTIONS 1. WHEN PREFABRICATED END SECTIONS ARE OPTIONAL, THEY SHALL BE OF THE SAME MATERIALS AS THAT OF THE PIPE, WHICH THEY ARE INSTALLED. xs BAR. 2. DIMENSIONS SHOWN FOR PREFABRICATED END SECTIONS ARE SUBJECT TO MANUFACTURES TOLERANCES. 3. ANY STRUCTURAL EXCAVATION REQUIRED FOR INSTALLATION OF PREFABRICATED END SECTIONS SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF WORK BASIS OF PAYMENT FOR PRECAST END SECTIONS: PRECAST CONCRETE CULVERT END SECTION - ROUNDED EA, PRECAST CONCRETE CULVERT END SECTION - ELLIPTICAL EA. PRECAST CONCRETE CULVERT END SECTION - ARCH EA. CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: 10-03-18 SHEET: 13 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES LUFa0 ARETHESEPLANS PRELIMINARY IN NATURE AND ARE NOT A FINAL, SIGNED 7 E U) LUrQQn X 0 o ~ CZ LL Lu a U) 0 H V) RPI. No.: IS Dale: 10-03-10 Scale'. 1"SA' I 3 cr xea Bv: APProveE By: BHEET NUMBER 13 PAYCOM CONST. 20'x 50' STABILIZED CONSTRUCTION ENTRANCE. EXACT LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION. CONST. ROCK BAG CURB INLET BARRIER Q CONST. ROCK BAG / r DROP INLET BARRIER r CONST. ROCK BAG CURB INLET BARRIER CONST. ROCK BAG ^ ` // ri \ A13, f Jv lxC DROP INLET BARRIER CONST. ROCK BAG DROP INLET BARRIER CONST. SILT FENCE AT LIMITS OF DISTURBANCE 0 60' 120' O:A CONST. 20' x 50' STABILIZED 9 4' CONSTRUCTION ENTRANCE. EXACT LOCATION TO BE / DETERMINED AT TIME OF fn CONSTRUCTION. X GYMNASIUM / /' /BLkSG A,/ V CONST. ROCK BAG4ERA/ / / /\ CURB INLET BARR\ P6Nq CONST. SILT FENCE AT ss LIMITS OF DISTURBANCE CONST. ROCK BAG CURB INLET BARRIER o P 4 I I / /f/// l< EROSION CONTROL - GENERAL NOTES 1. INSTALL PERIMETER EROSION CONTROL DEVICES PRIOR TO REMOVING TOPSOIL OR BEGINNING GRADING ACTIVITIES. 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE IN AN AREA DRAINING INTO THE POLLUTION CONTROL SYSTEM. 3. CONSTRUCT ROCK BAG DITCH CHECKS AS SHOWN ON THE APPROVED PLANS AND AS NECESSARY TO PREVENT EROSION DAMAGE PRIOR TO PAVING. 4. AFTER ALL PRECIPITATION OF 0.5 INCHES OR GREATER, EROSION CONTROL FACILITIES SHALL BE INSPECTED AND MAINTAINED AS NECESSARY. COMPLETED INSPECTION FORMS SHALL BE KEPT ON SITE AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST. 5, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE EVERY 7 DAYS. COMPLETED INSPECTION FORMS SHALL BE KEPT ON SITE AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL EROSION CONTROL DEVICES DAMAGED DUE TO CONSTRUCTION. 7. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST. 8. MAINTAIN ALL FACILITIES UNTIL ALL PAVEMENT AND/OR GROUND COVER IS ESTABLISHED. ANY DISTURBED AREA WHICH WILL NOT SEE CONSTRUCTION ACTIVITY FOR 14 DAYS OR MORE SHALL BE TEMPORARILY OR PERMANENTLY STABILIZED WITHIN 14 DAYS OF THE LAST DISTURBANCE. 9. A PERSON IN RESPONSIBLE CHARGE SHALL BE AVAILABLE DURING CONSTRUCTION HOURS TO SUPERVISE IMPLEMENTATION AND MAINTENANCE OF THE POLLUTION PREVENTION PLAN AND TO ASSIST WITH INSPECTIONS BY ANY REGULATORY AGENCY. 10, AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 14 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED VNTH PERMANENT, SEED, SOD, MULCH OR OTHER MANNER CONSISTENT WTH THE APPROVED PLANS. 11. CONTRACTOR IS TO INSTALL ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. COST TO BE INCLUDED IN BID ITEM FOR EROSION CONTROL.) 12. DEVELOPER TO SOD ALL DISTURBED AREAS AS PART OF LANDSCAPING. QUANTITIES NO ITEM UNIT QTY GRADING CONTRACTOR 1. CONSTRUCTION ENTRANCE EA 2 2- SILT FENCE LF 1270 PAVING CONTRACTOR 1. ROCK BAG CURB INLET BARRIER EA 6 2. ROCK BAG DROP INLET BARRIER EA 4 CASE NAME: PAYCOM CASE NUMBER: CU18 22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE. PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 14 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES THESE PLANS ARE PRELIMINARY IN NATURE AND ARE NOTA FINAL, SIGNED AND SEALEDSETE DOC u a m§ g Proj No.'. D ' D- 1M318 g$ Ch—By: p MProvetl By'. a D SHEET NUMBER 14 PAYCOM R i r e s \ G' 5\ \ TI a / 00 / O PROP. POND PLANT SCHEDULE (CUMULATIVE) KEY LANDSCAPING NOTES 1. ALL PLANTS TO HAVE MINIMUM 3" SHREDDED HARDWOOD MULCH. 2. PROTECT ANY EXISTING PLANT MATERIALS FROM DAMAGE DURING CONSTRUCTION. 3. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN 30'-35' IRRIGATION SYSTEM WHICH PROVIDES FULL COVERAGE TO ALL PLANT MATERIAL. QPistacia THE SYSTEM SHALL INCLUDE A COMBINATION OF SPRAY HEADS AND ROTORS. THE Chinese Pistache IRRIGATION SYSTEM SHALL BE A DESIGN -BUILD SYSTEM. 4. PROPOSED LANDSCAPE WILL NOT INTERFERE WITH OVERHEAD OR UNDERGROUND Cupressocyparis Leylandii UTILITIES. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OVERHEAD & f UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS WWWW' RESPONSIBLE FOR ALL DAMAGES OCCURRING DURING THE CONSTRUCTION OF THE LANDSCAPE AND IRRIGATION IMPROVEMENTS AND IS RESPONSIBLE FOR 17 REPAIR/REPLACEMENT AT CONTRACTORS OWN EXPENSE. PROPOSED LANDSCAPE Ulmus Crassiklia WILL NOT INTERFERE WITH OVERHEAD OR UNDERGROUND UTILITIES. 0 60' 120' 21 5. MAINTENANCE: THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY N/A AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIALS WHICH DIE SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE. 6. ALL REQUIRED TREES TO BE SELECTED FROM THE APPROVED TREE LIST & BE A MINIMUM THREE INCHES IN DIAMETER (MEASURED 6" ABOVE GRADE) & SEVEN FEET IN HEIGHT AT THE TIME OF PLANTING. s \ G' 5\ \ TI a / 00 / O PROP. POND PLANT SCHEDULE (CUMULATIVE) KEY BOTANICAL NAME COMMON NAME HEIGHT QTY. OQuercus Shumardii Texas Red Oak 30'-35' 32 QPistacia Chinensis Chinese Pistache 40'-50' 32 yf Cupressocyparis Leylandii Leyland Cypress 20'40' 22 WWWW' Magnolia GrandiFlora Southern Magnolia 60'-80' 17 A Ulmus Crassiklia Cedar Elm 40'-50' 21 0 Existing Tree per Tree Survey N/A 73 PARKING AREA =319,552 SF. REQUIRED TREES = 80 ((319,552 x 0.10) / 400) PERIMETER LANDSCAPE REQUIRED 2190 LF / 50 = 44 TREES OPEN SPACE (NON -VEHICULAR) 163,664 / 2500 SF (28.6%) = 66 TREES" 73 EXIST. TREES MEET OR EXCEED REQUIRED TOTAL TREES PROVIDED 197 CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 15 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES U) N. ppp oa e. is-o-ie Checked By Y w s$ AVMwed BY SHEET NUMBER PAYCOM 15 LANDSCAPING NOTES 1. ALL PLANTS TO HAVE MINIMUM 3" SHREDDED HARDWOOD MULCH. 2. PROTECT ANY EXISTING PLANT MATERIALS FROM DAMAGE DURING CONSTRUCTION. 3. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SYSTEM WHICH PROVIDES FULL COVERAGE TO ALL PLANT MATERIAL. THE SYSTEM SHALL INCLUDE A COMBINATION OF SPRAY HEADS AND ROTORS. THE IRRIGATION SYSTEM SHALL BE A DESIGN -BUILD SYSTEM. 4. PROPOSED LANDSCAPE WILL NOT INTERFERE WITH OVERHEAD OR UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OVERHEAD 8 UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES OCCURRING DURING THE CONSTRUCTION OF THE LANDSCAPE AND IRRIGATION IMPROVEMENTS AND IS RESPONSIBLE FOR REPAIR/REPLACEMENT AT CONTRACTORS OWN EXPENSE. PROPOSED LANDSCAPE WILL NOT INTERFERE WITH OVERHEAD OR 0 60' 120, UNDERGROUND UTILITIES. 5. MAINTENANCE: THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIALS WHICH DIE SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE. 00 / 8O PROP. / c/ POND O ST /O00 8 @11 0 OOG® cs 6' O O Ooo O O o Gr) 00 CD Q PLANT SCHEDULE (CUMULATIVE) KEY BOTANICAL NAME COMMON NAME HEIGHT QTY. QQuercus Shumardii Texas Red Oak 30'-35' 12 QPistacia Chinensis Chinese Pistache 40'-50' 16 Cupressocypads Leylandii 20'-40' 22 4. 0 Southern Magnolia 12 J OO• 40'-50' 0 S N/A 73 C 01Xe. v LANDSCAPING NOTES 1. ALL PLANTS TO HAVE MINIMUM 3" SHREDDED HARDWOOD MULCH. 2. PROTECT ANY EXISTING PLANT MATERIALS FROM DAMAGE DURING CONSTRUCTION. 3. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SYSTEM WHICH PROVIDES FULL COVERAGE TO ALL PLANT MATERIAL. THE SYSTEM SHALL INCLUDE A COMBINATION OF SPRAY HEADS AND ROTORS. THE IRRIGATION SYSTEM SHALL BE A DESIGN -BUILD SYSTEM. 4. PROPOSED LANDSCAPE WILL NOT INTERFERE WITH OVERHEAD OR UNDERGROUND UTILITIES. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OVERHEAD 8 UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES OCCURRING DURING THE CONSTRUCTION OF THE LANDSCAPE AND IRRIGATION IMPROVEMENTS AND IS RESPONSIBLE FOR REPAIR/REPLACEMENT AT CONTRACTORS OWN EXPENSE. PROPOSED LANDSCAPE WILL NOT INTERFERE WITH OVERHEAD OR 0 60' 120, UNDERGROUND UTILITIES. 5. MAINTENANCE: THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIALS WHICH DIE SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE. 00 / 8O PROP. / c/ POND O ST /O00 8 @11 0 OOG® cs 6' O O Ooo O O o Gr) 00 CD Q PLANT SCHEDULE (CUMULATIVE) KEY BOTANICAL NAME COMMON NAME HEIGHT QTY. QQuercus Shumardii Texas Red Oak 30'-35' 12 QPistacia Chinensis Chinese Pistache 40'-50' 16 Cupressocypads Leylandii Leyland Cypress 20'-40' 22 ryry nn' Magnolia Grandiflora Southern Magnolia 60'-80' 12F• KJJ Ulmus Crassifolia Cedar Elm 40'-50' 21 0 Existing Tree per Tree Survey N/A 73 PARKING AREA =141,852 SF. REQUIRED TREES = 36 ((141,852 x 0.10) / 400) PERIMETER LANDSCAPE REQUIRED 2190 LF 150 = 44 TREES OPEN SPACE (NON -VEHICULAR) 163,664 / 2500 SF (28.6%) = 66 TREES" 73 EXIST. TREES MEET OR EXCEED REQUIRED TOTAL TREES PROVIDED 156 CASE NAME: PAYCOM CASE NUMBER: CU18-22 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 PAYCOM ADDITION LOT 1 BLOCK 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 10-03-18 SHEET: 16 OF 24 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Lu O z J n. W w Q 00Vz0 Z 0 a J WI-_ c/) Q j Rq N. Dete: 1"I" r sve Vu cnecke0 By: Mao"ee BY: k I SH N ER PAYCOM OWNER CERTIFICATE STATE OF TEXAS: COUNTY OF DALLAS: NMEREAS, The City of GlIP-m is the Owner of a 13.124 ave trail of land MUMM in me John E. HollaM Survey, Abstract No. 614, the C.S. Donmgan Survey, Mal No. 1655, and the Jamas Gibson Survey, Aborad No1715, City of Grapevine, Dallas Cwnty, Tem, bmN a PoTon of Thad I as desvibed in deed to the City of Grapevine, TIM,, recorded in 201300389642, Most Pudic Records, Dallas County. Texaa (OPROCT), art bone more Arlo larly described as fdlvvs: BEGINNING at a 12'reea mPPetl Goodwin 8 Marshall Rat (hereafter refined to as 12'rebar rapped aU at me Intersection of the rarl—hoody d9ht1f-way all of Stale Highway No. 121 Man wish R.O.W , adjoining R.0 W per 20120rXN2967. OPROCT) art the west" nghtof-cony line of K.— Dr. (R.O. W per 201600 tYr, OPRDCT), said point lyiW in the adoulm er, lure of Raid Ciry of Grapevine Trail I, from whldl a TXDOT aluminum disc found pho4ovoy bon, N 3846'56' E, 164.26 het: THENCE S 3846'56' W, alae the rwdhvestMy nghtM-my line of Raid State fthway No. 121 art the aouma only line d mid City of Grapevine Trod I, a distance of 534.89 feet to a 12'rom, lopped sd at the most saMMy corder of the hens, desdibee had of land: THENCE departing me rtPllhool ynghtof-way line of mid State High N 511304' W, a dim rKe of 854.50 het N 3846'56' E. a didarKa of 537.86 fed: N 031443' E a tlislame of 1814] feet to a pont in the a ooh—many right-of-way lam of mid K.— Done (. RG W per 20180026446] OPRDCT) said Point lyirp'In a curve to the ngM. hawn0 a rad us of 46100 fed THENCE along the aoulhwededy nghtof-way I'x of Rad Kubota Dna as Ill— SautheastMy, sloop m tl verve, hawlg a ceMrs1 anole of 4918'17", an arc ostance of 402.00 IM and a chord that bears S 545218' E.389.71 feet to alt- nam, ceppee sd at me and of sad wnae- S Sot Z3T E, taigeM to mid owe, a tlistanre of 288.19 feel W a ow X soot on, concrete verb at me beginning of a tmgmt wive W the IM, howN a rodius of 783.00 feet, Sold, moMI,atopmitlwoe,havinga=M agle df2059'38',snarcdRbo,osof285.9)feet. and a Mod that bean S 4042'28" E. 285.30 feet to a W X mot on a corrode verb at the ens of mid S 0313'04' E, npHan,F M to mid wive, a dislanoa of 35.36 het W me POINT OF BEGINNING art mndainiW 571,687 sgwre feet n 13.124 avec of IoM. NMT EREFORE KNOWALL MEN BY THESE PRESENTS, THAT the CITY OF GRAPEVINE, TEXAS, does hereby adopt this pat of LOT 1 BLOCK t PAVCOM, an addition to the City of Grapevte. Daggs County, Tems, and aces Hereby doo—, to the Wit, use forever the nghtnf,say antl mxmems onom hanov,. The Rasemenls Flom, hereon are hanaly reserved Iv the Proposes as iMi-adl Th "laity easements Mall be oIsh for all City a h Mised boM'o ulilifies for mM nid4aauw.Trio in ced m gthe smamdR.are m, fthe strulb hibastPorYawnerNobmso .f ry d II be moo boons ream —Fol p. upon over or acro, m amelrts as an— .Sid ... , de bong leases My for themtNuluxartaxpmmodatimofant0I.M.ad M p no -MR! to u r come. any Ory onlaraluglilydulllavemelullnBortormoveartkeepremovedallorpawlsofanylenses, Vele Mwns,orotherimprovementsor orlAMhstPdoR in anyway thus nmIMMnewimmePndntiisseance n brain R ty m, aspect' sy gre ,mem hid Wll Ips, he [moo T" shill II a of have th awl BM f nor M ep t M h vo pmmitlensMtoWrpoofwrofitsnqtding i otttrq, pab II' g 'ry ofarttlg0 'n0 o mrtad spndime syde Uv4th 1y t ti 1 pwuh B U permiFd f ,one. I ha rev owed the City, F nda gs wncerrrno dad o lions ark l do agree that do statements are bus and cared. This pat approMol subject to all patting ordinance, lutes. raF,M , art Mm1Wlms of the City of Grapevine, Taxes. mem my hand this the day of ISTATEOF TEXAS COUNTY OF DALLAS Blore me, In, IMersigned Notary pudic m antl for mid county and date, on this day personally appeared krgwrl W me to be the pnxn whoa mono is suesvibee tc the roregde instwmentarkd!Mhosed tame that FhMeexertedthe samefor the bonWses art condtleratims merdn ark expre55eU antl in 9,e cepaaly rondo staletl. Dim, u— my no. ane xal of office is tha_day of ,2018 Ndary Public in ad roc the State of Tex, My Commias— Expr, AVIGATION RELEASE STATE OF TEXAS COUNTY OF DALLAS: MEREAs, the CITY OF GRAPEVINE TEXAS, herdmfor olled'Oy W(whether oneer more), is in, owner of that [Main parcel of land situated in tits, City of GRAPEVINE, Dallas County. Tem, bang nose p4buady d lId! as shown on OF, plat. NOW THEREFORE, in condderMonof the won of ONE AND 001100 ($100) DOLLAR and other good! and! MIwble conddnabm, the receipt and awfioancy of mi-, hereby folly acklvwledgM antl confessed, Owner tices Hereby waive, rdmRa, rem, art gl4lpaim to the CIty orGRAPEVINE, Doll, Conry. Texas, the 0,11m FM North IMenorsorul Argon Board, the Citi, or Dallas, Texas and FM worth, Texastheir succe,ors art assigns, hereinafter wlled'Cities', for the ux and benefitmeof book, and its ag, .m any and all daims for damages of any kind W prisms a , O—o that Owner may sulhr eraeaxn d lne s Prose antl Bight of all by Onliin the air space above the f CRAP above the hdghr resmdion as pM On edaNIMM by Ordinal,, No.73-50r0rbo Coy,,GRAPEVINE, knownasthe ArpadZ ooh Aooh dindthe Oall,-FM Iron mal v tioml Arpoif to an , Ivala hdgbt clove same, mother such damage dean Mginare hom nose, vlbmtim, fumes, dust fad and W. omM p ITft, and all l n Mects that may alrausMbytheopa,tim d aircmfl. IaMillg I. or raWng oft from, v operating at m m the DallaeFM North Inlematianal Arporl. This inMumere do, hot rdmx the owxrs o, oItamrvs of so -aft hom 1,.Nllty For damage or injury W person or pr,mr, ousel Dy lalling aircraft an fallllp pM1ystml oblects from airvall, excep as dated heron mr, reaped to ndx, am,, dud, lad. art lubricant parades. It is agreed mal this Rdma Mall be bintlilg upon mid owner art his non ad asdgns, and in interest to mid properly: and itis "her agreed that this mntonumeshall be a grunt running with rhe IgM, art Mall be rernrtled in the Dead Records of the courlry as.—as in which the Property is aft-ld. STATE OF TEXAS COUNTY OF DALLAS Bdae me on this personally. on. andkrrov, to abye( provetl to me on theoamderthrwgn (de Ron thditlentBy core v other docummU ro M the Person whoa namIs wbxribed to th, foregoing instnmmt arte,knmMmgM to me trot he exedn,k me comec the Purpoxs art wndaerabm merdhi GivenuMnmytaMaMsealdaMbodoldayd ,2018 9qoq m Preliminary, this document shall not be recorded for any purpose. Or10 01 y0 s•'!P. Ot51 6 HON 20''bM'(,T P.0 B. = POINT OF BEGINNING UIE=PUBLIC UTILITY EASEMENT FINAL PLAT DIE =PUBLIC DRAINAGE EASEMENT OfD8WE=PUBLIC DRAINAGE 8 UTILITY EASEMENT N=]0420082453 Zj1l1Nr, C1 LOT 1 BLOCK 1 PAYCOM E=24196078961 BEING 1 COMMERCIAL LOT 13.124 ACRES SITUATED o J1. R o ro °O' E10 614 C.S. DUNNAGAN SURVEY, ABSTRACT NO. 1655 O JAMES GIBSON SURVEY, ABSTRACT NO. 1715 EXISTING AND PROPOSED ZONING: CC LAND SURVEYOR OF RECORD: THISPLATHLEDON INSTRUMEm4 GOODWIN & MARSHALL, INC. JOhDSOn 8, Associates, IDs, CIVIL ENGINEERS - PLANNERS - SURVEYORS 1 E. Sheridan Ave., Suite 200 2405 MUSTANG DRIVE, GRAPEVINE, TEXAS 76051 b METRO METRO 817 329-4373 16 EXCl- HIBIT `BC" EAST OF GRAPEVINE, TEXASFA um15' U ACCESS FACILITY ANU UTILITY EASEMENTUTILITY M161L1 S P.RT.CT. a 20160E163fifi5 -...Cl 6\; E1 4i B u E7 E6 ABSTRACT N0. 1691 JM BAKERSURVEY Et CITY OF GRAPEVINE, TEXAS JRFACT2) lri UTILITY EASEMENT 20160026.51. OP R. OCT EA86TRACTN0. 1]16/// JAMES GIBSON SURVEY 15'U/E SURVEYOR'S CERTIFICATION I, JON S. B. on, of Goodm, art Marslull. I.., a RogisterM Rofamb.hal Lark Surveyor of the State of Tema, do hereby dedare the! I Pr,mred this pal so. -,Vailail IMI =,at, wrvey on the IgM art am the coma m0wmmrs shown thereon were properly paced arta my personal w;,on- in ,boon ashod wilt the prong rules and ns,li dons of the Sale a Texas and the CRY of Grapemine. Re sterns Rahssonal tan l Smreyor No. 4914 Goodwin and Marshall, Ino 2405 Musranp Dove GrM-na, Texas 76051 m and (817) 3294373 I INNI 25_1 — TYPICAL SIGHT TRIANGLE DRAINAGE EASEMENT % y CENTRALEASE MENI EXHIBITSAREAACROSS C• ••^//, \ \ EWIRESUBJECTTRACT/ O CE4D216131B8, O.P.RT.C.T. \ 1 201600183661 O.P.R.D C.T. BAA LOT 1 BLOCK 1 Ez 571,667 S.F. ~ H .•• j 13.124 AC. •' • • "% EXHIBIT'A' i ^ / • / / SURFACE WATER DRAINAGE M1ry AGREEMENT VOL. 13296, PG. 2]7, O.R.TCJ. VOL. 98129M PG. 555( I, DR,D(:.T, ti CORRECTED BV D213093183 O.P.R.T C T ,• 281300118361, O.P R.D.OT 15'UIE E15 , Oej - PPROXIMATE LOCATION 40 TEEXARMANENT ENT S MID STREAMEASEIGASSERVICE, LLC 200803228>8, O P. R.O.0 T / E14 CITY OF GRAPEVINE. TEXAS / 6,3 25'NATER,SANITARYSEWER / ANO CaRAPCITYOF EVINE E>ry TELECOMMUNICATION EASEMENT , W D2142465N OP R T C T. 14=7040866.5716 E.,119926.4988 32 D 8 UIE 0 100' 200' VICINITY MAP NOT TO SCALE A PROXIMATE LOCATION GITYOFCRAPEVINF., TEXAS UIILTYVOL , PG2SMT B2 f 5jOL12 D.R T.C.T. CUT'X' P.O.B. 0 X8` 2 Pyr° 2 M1OA O Curve Table Curve # Length Radius Tangent Chord Length Chord Direction DBite Cl 402.W 467.00' 214.41' 389.71' ......••••• --------- C2 286.90' 783.00' 145.08' 28530' ............. -.• ---- - Easement Table Easement Table Line# Length Direction Line# Length Direction E1 29.14' ............... .. £IT 15.00' ••••••-•.• . E2 150' •••••.•• •• •£13 78.08' •••••.•• E3 2aar ••••-•• E14 13 ex ••••-•• E4 TW ......•• •• •E15 2898' ......•• E5 41S1 .......... ...... •£16 8.00 ••••••.•••• E65.11 ......•• •• •117 42.68' •. ••..... E7 22.00 ..... • .EIB• 9458' ......•• E8 1500 ••••... •• •£19 1793' •••••-•• E922.00 ......••••• ........ 3.72' ••••••.••• • El.28.85 ••••-•• E2} . Its— ......•• E11 11186 .......... • . fY2• 4266' ........... NOTES: 1. System are Morenci to Tems Stale Plane Caomimte System, NMM1 CeMrel 2me, NAD83 as tlMvee hom Nlstem DilaSystemsRTKCooperativeNeMw,. 2. Roped, carters are 12• rob ll copped Go ,n 8 Mar -11 mt, "hill, car—ad I- 3. The properly paned,nem is wOjed W Arpad Za91g Omimrae No. 71-100 0l the Dallas -Foil wort Replonal Anponl, recordM in -non 82173 Pae 178 DRDCT and is a dim of me o Mnanced in Leder arrant hoobhh l inPageo, M q:rty Apr Vdume 120]1, Page 960, DRTCT and DeM Resactiom, remreM in Vdume 95168, Pape 2455, DRDCT 8 vdume 12071, 974, DRD DRTCT, as a6adetl by RNmx d ndiBdims under Deed Restndiom, recadetl in Vdume 13225, Page 513, RDCT. 4. All ishodl Man, witnin MM right,adR ay art Fortoolil WMscepng with'ts iingatim system, shall bs mainainetl by the ProPsdy Owma Assarialion wim'n LOT 1 BLOCK 1 PAYCOM, 5. Maim, of11 s art pme dna na a mFmnts ml LOT 1 BLOCK 1 P -COM stall b, the podt r of the Properly Owners Asaoaatim. No structures storage d mdenal gd,ha fill n Mter obdnu. hN inrlu a fmyxs, lamer, Ill Re ad!vit , I that maymum. , fib, a fol 8owvaf lonMy e6ea stthe—to,, irq of Med waterflatus,stalll pia Co ad, me cammm areas notWfor theum of annal, rlce of srst dwafer, hMln drainage mamer4s shown. Certain amenities Fuck as, but not Id dM 10, walks, banMes, Pers, art enrxs, shall M pennifletl 8nwnMinamannertomodmerequirementsspearedaeome. 6. This proxrly is era located n a FEM4 tlesgnatetl flrodpain. PLANNING & ZONING COMMISSION Date Approved: Secretary: GRAPEVINE CITY COUNCIL: Date Approved: Mayor: City Secretary: TOTAL NET PLATTED AREA= 571,66] SF TOTAL EASEMENT = 43,424 SF TOTAL RIGHT -0F -NAY DESIGNATION = 0 Preliminary, this document shall not be recorded for any purpose. L•.cc,, LRL Ne 1N•. iP ' LiNFOExAS s•'!P. NPEN P.0 B. = POINT OF BEGINNING UIE=PUBLIC UTILITY EASEMENT FINAL PLAT DIE =PUBLIC DRAINAGE EASEMENT OfD8WE=PUBLIC DRAINAGE 8 UTILITY EASEMENT LOT 1 BLOCK 1 PAYCOM DRAINAGE EASEMENT % y CENTRALEASE MENI EXHIBITSAREAACROSS C• ••^//, \ \ EWIRESUBJECTTRACT/ O CE4D216131B8, O.P.RT.C.T. \ 1 201600183661 O.P.R.D C.T. BAA LOT 1 BLOCK 1 Ez 571,667 S.F. ~ H .•• j 13.124 AC. •' • • "% EXHIBIT'A' i ^ / • / / SURFACE WATER DRAINAGE M1ry AGREEMENT VOL. 13296, PG. 2]7, O.R.TCJ. VOL. 98129M PG. 555( I, DR,D(:.T, ti CORRECTED BV D213093183 O.P.R.T C T ,• 281300118361, O.P R.D.OT 15'UIE E15 , Oej - PPROXIMATE LOCATION 40 TEEXARMANENT ENT S MID STREAMEASEIGASSERVICE, LLC 200803228>8, O P. R.O.0 T / E14 CITY OF GRAPEVINE. TEXAS / 6,3 25'NATER,SANITARYSEWER / ANO CaRAPCITYOF EVINE E>ry TELECOMMUNICATION EASEMENT , W D2142465N OP R T C T. 14=7040866.5716 E.,119926.4988 32 D 8 UIE 0 100' 200' VICINITY MAP NOT TO SCALE A PROXIMATE LOCATION GITYOFCRAPEVINF., TEXAS UIILTYVOL , PG2SMT B2 f 5jOL12 D.R T.C.T. CUT'X' P.O.B. 0 X8` 2 Pyr° 2 M1OA O Curve Table Curve # Length Radius Tangent Chord Length Chord Direction DBite Cl 402.W 467.00' 214.41' 389.71' ......••••• --------- C2 286.90' 783.00' 145.08' 28530' ............. -.• ---- - Easement Table Easement Table Line# Length Direction Line# Length Direction E1 29.14' ............... .. £IT 15.00' ••••••-•.• . E2 150' •••••.•• •• •£13 78.08' •••••.•• E3 2aar ••••-•• E14 13 ex ••••-•• E4 TW ......•• •• •E15 2898' ......•• E5 41S1 .......... ...... •£16 8.00 ••••••.•••• E65.11 ......•• •• •117 42.68' •. ••..... E7 22.00 ..... • .EIB• 9458' ......•• E8 1500 ••••... •• •£19 1793' •••••-•• E922.00 ......••••• ........ 3.72' ••••••.••• • El.28.85 ••••-•• E2} . Its— ......•• E11 11186 .......... • . fY2• 4266' ........... NOTES: 1. System are Morenci to Tems Stale Plane Caomimte System, NMM1 CeMrel 2me, NAD83 as tlMvee hom Nlstem DilaSystemsRTKCooperativeNeMw,. 2. Roped, carters are 12• rob ll copped Go ,n 8 Mar -11 mt, "hill, car—ad I- 3. The properly paned,nem is wOjed W Arpad Za91g Omimrae No. 71-100 0l the Dallas -Foil wort Replonal Anponl, recordM in -non 82173 Pae 178 DRDCT and is a dim of me o Mnanced in Leder arrant hoobhh l inPageo, M q:rty Apr Vdume 120]1, Page 960, DRTCT and DeM Resactiom, remreM in Vdume 95168, Pape 2455, DRDCT 8 vdume 12071, 974, DRD DRTCT, as a6adetl by RNmx d ndiBdims under Deed Restndiom, recadetl in Vdume 13225, Page 513, RDCT. 4. All ishodl Man, witnin MM right,adR ay art Fortoolil WMscepng with'ts iingatim system, shall bs mainainetl by the ProPsdy Owma Assarialion wim'n LOT 1 BLOCK 1 PAYCOM, 5. Maim, of11 s art pme dna na a mFmnts ml LOT 1 BLOCK 1 P -COM stall b, the podt r of the Properly Owners Asaoaatim. No structures storage d mdenal gd,ha fill n Mter obdnu. hN inrlu a fmyxs, lamer, Ill Re ad!vit , I that maymum. , fib, a fol 8owvaf lonMy e6ea stthe—to,, irq of Med waterflatus,stalll pia Co ad, me cammm areas notWfor theum of annal, rlce of srst dwafer, hMln drainage mamer4s shown. Certain amenities Fuck as, but not Id dM 10, walks, banMes, Pers, art enrxs, shall M pennifletl 8nwnMinamannertomodmerequirementsspearedaeome. 6. This proxrly is era located n a FEM4 tlesgnatetl flrodpain. PLANNING & ZONING COMMISSION Date Approved: Secretary: GRAPEVINE CITY COUNCIL: Date Approved: Mayor: City Secretary: TOTAL NET PLATTED AREA= 571,66] SF TOTAL EASEMENT = 43,424 SF TOTAL RIGHT -0F -NAY DESIGNATION = 0 HEET 1 OF 1 FP1 Preliminary, this document shall not be recorded for any purpose. Issued for review 10-03-18. LEGEND'. P.0 B. = POINT OF BEGINNING UIE=PUBLIC UTILITY EASEMENT FINAL PLAT DIE =PUBLIC DRAINAGE EASEMENT OfD8WE=PUBLIC DRAINAGE 8 UTILITY EASEMENT LOT 1 BLOCK 1 PAYCOM DENOTES I2"REBAR wI CAPSET GOOD.N 8 MARSHALL' BEING 1 COMMERCIAL LOT 13.124 ACRES SITUATED IN THE JOHN E. HOLLARD SURVEY, ABSTRACT NO. 614 C.S. DUNNAGAN SURVEY, ABSTRACT NO. 1655 JAMES GIBSON SURVEY, ABSTRACT NO. 1715 CITY OF GRAPEVINE, DALLAS COUNTY, TEXAS EXISTING AND PROPOSED ZONING: CC LAND SURVEYOR OF RECORD: THISPLATHLEDON INSTRUMEm4 GOODWIN & MARSHALL, INC. JOhDSOn 8, Associates, IDs, CIVIL ENGINEERS - PLANNERS - SURVEYORS 1 E. Sheridan Ave., Suite 200 2405 MUSTANG DRIVE, GRAPEVINE, TEXAS 76051 Oklahoma Cin, OK73104 METRO METRO 817 329-4373 1405)20sa07s Fj40F) s -j - N.ledAvmalT.lWn: Patdatg EMDila:Pakha TBPE REGISTRATION # F-2944 TBPLS # 10021700 ENSINEERS • SURYEYDRs PLANNERS HEET 1 OF 1 FP1 0 N 0 2OU a FUTUREI GARAGE MONUMENT SIGNAGE REFER TO ELEVATION 6/A24 GUARDSHACK GYMNASIUM ARCHITECTURAL SITE / KEY PLANQ0SCALE: 1" = 50'-0" PREFINISHED WROUGHT IRON FENCE - REFER TO ELEVATION 51A24 FUTURE BUILDING B BUILDING A MONUMENT SIGNAGE - REFER TO ELEVATION 61A24 GUARDSHACK ARCHITECTURE PLANNING INTERIORS 914 N. BROADWAY SUITE 200 OKLAHOMA CITY, OK 73102 phone: 405.526.1300 a'4055261305 w.wv. HSE—hiieds.coom I V s V c T'j OF Ok.. SEL( h'. c<KUHOMACITY F Bp z J a W Y W o H z x y Q YJ a Lu W>m :) H ate~ O a '0 O Q z~ d j =a Q ac o W Q .> z Fa j W on a M a CV L O U a a DEPARTMENT OF DEVELOPMENT SERVICES CASE NAME: PAYCOM CASE NUMBER: CU18-22 J Revisions No. Dane ADDRESS/LEGAL: 3489 STATE HIGHWAY 121, QGRAPEVINE, TX 76051 PAYCOM ADDITION, LOT 1, BLOCK 1 O MAYOR SECRETARY DATE: Q PLANNING AND ZONING COMMISSION O PROJ. NO. CHAIRMAN U 1840 DATE'. DATE SHEET- 17 OF 24 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES A 17 DEPARTMENT OF DEVELOPMENT SERVICES BARREL VAULT/ PREFINISHED STANDING SEAM ROOF T.O. ATRIUM n ALUMINUM STOREFRONT PRECAST CONC, W/ ILLUMINATED SUN SHADE METAL PANEL ON 10174 SYSTEM W/ 1" INSUL. GLASS TEXTURED COATING SIGNAGE STEEL FRAMING ROOF LIGHT FIXTURE SUN SHADE 169' - 0' BARREL VAULT/ PREFINISHEDSTANDING SEAM ROOF T.O. ROOF n PRECAST CONC. W/ METAL PANEL ON ALUMINUM STOREFRONT 10 TEXTURED COATING STEEL FRAMING SYSTEM W/ 1" INSUL GLASS ROOF SCREEN Revisi ADDRESS/LEGAL: 3489 STATE HIGHWAY 121, QGRAPEVINE, TX 76051 PAYCOM ADDITION, LOT 1, Z BLOCK O M"PANEL METAL REVEAL IN DATE: PARAPET 160' PLANNING AND ZONING COMMISSION O CHAIRMAN U SIDING CONCRETE, 1840 DATE: DATE SHEET: 18 OF 24 10/03/2018 ROOF SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES A 18 PARAPET/1 TYPICAL aycom ROOFn 0:• REVEAL IN SHADE TV 7 CONCRETE, TYPICAL FOURTH FLOOR n 14 STONE CAP FOURTHFLOOR THIRD FLOOR 142_ 0. MAN ENTRYLLL TEE CANOPY MAIN ENTRY A—L CANOPY THIRD SECOND FLOOR 128' 0" SECONDOR FIRST FLOOR t00' 0" I THIN STONE VENEER ALUMINUM STOREFRONT OVER PRECAST CONC. SYSTEM W/ 1" INSUL GLASS I I I I I I L BASEMENTS 114. O.. k4-P_ i I r 44Ti` FIRSTFLO0. I 100' - 0" STONE CAP THIN STONE VENEER ALUMINUM MAIN ENTRY CANOPY ALUMINUM STOREFRONT I OVER PRECAST CONC. CURTAINWALLSYSTEM SYSTEM W/ 1" INSUL. GLASS ALUMINUM AND GLASS SLIDING DOORS I L - - - - - - - - - - - - - - - - - - - - - - - -- BASEMENTS BUILDING A - SOUTHEAST ELEVATION SCALE: 3132" _. 1'-0" BARREL VAULT/ PREFINISHEDSTANDING SEAM ROOF T.O. ROOF n PRECAST CONC. W/ METAL PANEL ON ALUMINUM STOREFRONT 10 TEXTURED COATING STEEL FRAMING SYSTEM W/ 1" INSUL GLASS ROOF SCREEN Revisi CASE NAME: PAYCOM CASE NUMBER: CU18-22 No Dale ADDRESS/LEGAL: 3489 STATE HIGHWAY 121, QGRAPEVINE, TX 76051 PAYCOM ADDITION, LOT 1, Z BLOCK O M"PANEL METAL REVEAL IN DATE: Q PLANNING AND ZONING COMMISSION O CHAIRMAN U PROJ. NO. SIDING CONCRETE, 1840 DATE: DATE SHEET: 18 OF 24 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES A 18 PARAPET/1 TYPICAL ROOFn 0:• LIGHT—SUN FIXTURP. E SHADE TV 7 FOURTH FLOOR n 14 STONE CAP THIRD FLOOR MAN ENTRYLLLCANOPY MAIN ENTRY CANOPY SECOND FLOOR FIRST FLOOR t00' 0" I THIN STONE VENEER ALUMINUM STOREFRONT OVER PRECAST CONC. SYSTEM W/ 1" INSUL GLASS I I I I I I L BASEMENTS BUILDING A - SOUTHWEST ELEVATION2SCALE: 3/32" = 1,-0" 2wOU d ARCHITECTURE PLANNING INTERIORS 914 N. BROADWAY SURE 200 OKLAHOMA CITY, OK 73102 phone: 405.526.1300 fw xv.- 405.526.1305 H SEarchilects.co m I W s U O 05 Okt O 0. 7 O OIQMIOMACrrY oysFA Z 0 o W r° J Q F WY d zo It 5.1 Z Ha 0 O o W > Q Z 3o Wd5; =<Z W CL Q a It aq 0 a Revisi CASE NAME: PAYCOM CASE NUMBER: CU18-22 J No Dale ADDRESS/LEGAL: 3489 STATE HIGHWAY 121, QGRAPEVINE, TX 76051 PAYCOM ADDITION, LOT 1, Z BLOCK O MAYOR SECRETARY DATE: Q PLANNING AND ZONING COMMISSION O CHAIRMAN U PROJ. NO. 1840 DATE: DATE SHEET: 18 OF 24 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES A 18 DEPARTMENT OF DEVELOPMENT SERVICES OU a BUILDING A - NORTHEAST ELEVATION Z 0 v J L a LaLrr_ G W CL W N U) Z O H Q o W Z 1O J Y IL ZOO G Q F— 0 Wr O Q "-o L Dm a Z 3o W d 5; xa Z W 02 a wo Lu r> d Fd N o 0 a Revisims CASE NAME: PAYCOM CASE NUMBER: CU18-22 J No. Date ADDRESS/LEGAL: 3469 STATE HIGHWAY 121, QGRAPEVINE, TX 76051 PAVCOM ADDITION, LOT 1, BLOCK 1 O MAYOR SECRETARY DATE: Q PLANNING AND ZONING COMMISSION Z CHAIRMAN O PROJ. NO. 1840 DATE: DATE SHEET: 19 OF 24 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR A 19ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES u A - NORTHWEST ELEVATIONBUILDING BARREL VAULT/ PRECAST CONC.. W/ PREFINISHED TEXTURED COATING ALUMINUM STOREFRONT SYSTEM W/ V INSUL. GLASS METAL PANEL ON STEEL FRAMING STANDING SEAM T.O. ROOF ROOF ROOF SCREEN 169,-0. M" PANELMETALSIDING PARAPET FSROO1561-0 SUN SHADE REVEAL IN CONCRETE, TYPICAL FOURTHFLOOR 11 LIGHT FIXTURE SUNSHADE f _ LL I THIRD FLOOR n STONE CAP LIT SECOND FLOOR MAIN ENTRY CANOPY THIN STONE VENEER OVER PRECAST CONC. FIRST FLOOR 100-0, r T — — — — — — — 1 ALUMINUM STOREFRONT GENERATOR COURTYARD SYSTEM W/ 1' INSUL GLASS CONCRETE CONCRETE RETAINING WALL RETAINING WALL BASEMENT PAINTED INSULATED OVERHEAD STEEL DOOR COILING DOOR BUILDING A - NORTHEAST ELEVATION Z 0 v J L a LaLrr_ G W CL W N U) Z O H Q o W Z 1O J Y IL ZOO G Q F— 0 Wr O Q "-o L Dm a Z 3o W d 5; xa Z W 02 a wo Lu r> d Fd N o 0 a Revisims CASE NAME: PAYCOM CASE NUMBER: CU18-22 J No. Date ADDRESS/LEGAL: 3469 STATE HIGHWAY 121, QGRAPEVINE, TX 76051 PAVCOM ADDITION, LOT 1, BLOCK 1 O MAYOR SECRETARY DATE: Q PLANNING AND ZONING COMMISSION Z CHAIRMAN O PROJ. NO. 1840 DATE: DATE SHEET: 19 OF 24 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR A 19ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES F7 z N C9 ur O U t2 Wcox Fx E O y F a Ju EIFS FINISH ON RIGID PREFINISHED N CAST STONE FOAM INSULATION METAL PANELS CAP CASE NAME. PAYCOM J V' GROOVE VERTICAL 2' CHAMFER HOIRZONTAL REVEAL (TYP) _ CAST STONE CAP REVEAL (TYP.) z METAL CANOPY 32'-4" PAYCOM ADDITION, LOT 1, PREFINISHED - GUTTER AND \\ DOWNSPOUT ROOF EAVE 24' 11" METAL GUTTER AND z PROD. NO. DOWN SPOUT PREFINISHED -- U 1840 GUTTERAND DATE DOWNSPOUT EIFS FINISH ON RIGID FOAM INSULATION CAST STONE - CAP - - MEZZANNNE THIN STONE-- 1 CAPCAST STONEVENEERicTHINSTONEVENEER i. FIRST FLOOR ALUM.STOREFRONT GYMNASIUM - ALUMINUM STOREFRONT THIN STONE ELEVATION VENEERONORTHEAST1SCALE: 1/8" = V-0" EIFS FINISH ON RIGID PREFINISHED FOAM INSULATION METAL FASCIA 2"CHAMFER HORIZONTAL \ REVEAL(TYP) V' GROOVE VERTICAL REVEAL (TYP) METAL CANOPY GYMNASIUM - SOUTHWEST ELEVATION G SCALE: 118" = 1'-0" VENEER . .,........, ....... GYMNASIUM - SOUTHEAST ELEVATION3SCALE1/8" = V-0" PREFINISHED STANDING CFAM MFTGI Rl1llF - CAST32' STONE CAP 4" trINISHED METAL GUTTER AND DOWNSPOUT Qk, ROOF_EAVE 24' _ J, - — - - V' GROOVE VERTICAL - - - - REVEAL (TYP) 2" CHAMFER --- -- HOIRZONTAL - REVEAL (TYP.) - MEZZANINE ----n - - -- X2._0„ METAL CANOPY CASTSTONE .. CAP f 0, FIRS. 0. LTFLOOR THIN STONE - - EIFS FINISH ON -- VENEER RIGID FOAM INSULATION DGYMNASIUM - NORTHWEST -ELEVATION4SCALE: 118" = V-0" PREFINISHED STANDING SEAM METAL ROOF AST STONE CAP GUTTER AN& - 4" DOWNSPOUT ROOF AV 724'_11" EIFS FINISH ON RIGID FOAM INSULATION METALCANOPY MEZZANINE 1 V' GROOVE VERTICAL REVEAL (TYP) 2' CHAMFERHOIRZONTAL REVEAL (TVP.) FIRST FLOOR 0'-0" THIN STONE VENEER PREFINISHED METAL GUTTER AND DOWNSPOUT METAL CANOPY CAST STONE CAP THIN STONE VENEER ARCHITECTURE PLANNING INTERIORS 914 N. BROADWAY SUITE 200 OKLAHOMA CITY, OK 73102 phone: 405.526 1300 fax'. 405526 1305 w.va. HSEarchiteds. com CAST STONE CAP, ^ 32'-4" v , 4` ROOF _EAVE t J 24' - 11" 1 v ME TER AND DOWNSPOUTOWNS n 1 DOWNSPOO UT W EIFS FINISH ON RIGID FOAM INSULATION MEZZANINE 12 a,,-'' V FIRST FLOOR A _ 0' - 0" V OF_ Ok.... . O 87 o 0KTAH0MACOY, AF2GN\ DEPARTMENT OF DEVELOPMENT SERVICES N Revisions CASE NAME. PAYCOM J No. Date CASE NUMBER. CU18-22 ADDRESS LEGAL: 3,189 STATE HIGHWAY 121, GRAPEVINE, T%76051 z PAYCOM ADDITION, LOT 1, BLOCK 1 O MAYOR SECRETARY r DATE: Q PLANNING AND ZONING COMMISSION z PROD. NO. O CHAIRMAN U 1840 DATE'. DATE SHEET 20 OF 24 10103/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES w O1 DEPARTMENT OF DEVELOPMENT SERVICES FUTURE BUILDING B - SOUTHEAST ELEVATION J PRECAST CONIC. W/ CASE NAME: CASENUMBER CU18- CU18-22 No. Date SCALE: 3/32" =1'-0" Q SUNSHADE GRAPEVINE, T%76051 PAYCOM ADDITION, LOT 1, STEEL FRAMING METAL PANEL ON O ROOF SCREEN ALUMINUM STOREFRONT TEXTURED COATING PRECAST CONIC. W/ SHOWN TEXTURED COATING DASHED STEEL FRAMING O CHAIRMAN U ROOF SCREENS n SYSTEM WI 1"INSUL GLASS 1890 DATE: DATE F PARAPET 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES A21 LIGHT FIXTURE SUNSHADE ROOF li6 REVEAL IN CONCRETE, ALUMINUM CUTO INWALLTYPICALBUILDINGCONNECTIONTOBUILDING A 1 FOURTH FLOOR n REVEAL IN777LLLCONCRETE, TYPICAL FOURTH FLOOR FIXTURE, TVP. Tf 1 a ALUMINUM STOREFRONT THIRD FLOOR SYSTEM W/ 1" INSUL GLASS THIRD FLOOR n SECOND FLOOR n STONE CAP- M1 FIRST FLOOR BUILDING STONE CAP THIN STONE VENEER ALUMINUM AND GLASS / MAIN ENTRY CANOPY ALUMINUM STOREFRONT CONNECTOR OVER PRECAST CONC. SLIDING DOORS SYSTEM W/ 1" INSUL. GLASS FUTURE BUILDING B - SOUTHEAST ELEVATION J Pe s o"s CASE NAME: CASENUMBER CU18- CU18-22 No. Date SCALE: 3/32" =1'-0" Q METAL PANEL ON GRAPEVINE, T%76051 PAYCOM ADDITION, LOT 1, STEEL FRAMING BLOCK 1 O ROOF SCREEN MAYOR SECRETARY SUN SHADE BUILDING A 169 -0 J PRECAST CONIC. W/ SHOWN TEXTURED COATING DASHED PLANNING AND ZONING COMMISSION O CHAIRMAN U PROJ. NO, 1890 DATE: DATE F PARAPET 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES A21 ROOF li6 REVEAL IN CONCRETE, ALUMINUM CUTO INWALLTYPICALBUILDINGCONNECTIONTOBUILDING A FOURTH FLOOR n LIGHTFIXTURE, TVP. Tf 1 a ALUMINUM STOREFRONT SYSTEM W/ 1" INSUL GLASS THIRD FLOOR n STONE CAP- MAIN ENTRY CANOPY MAIN ENTRY CANOPY SECOND FLOOR FIRST FLOOR 1Bo,-o„ THIN STONE VENEER ALUMINUM STOREFRONT OVER PRECAST CONC. SYSTEM W/1"INSUL. GLASS FUTURE BUILDING B - SOUTHWEST ELEVATION OU d ARCHITECTURE PLANNING INTERIORS 914 N. BROADWAY SURE 200 OKLAHOMA CITY, OK 73102 phone: 405.526.1300 tax: 405.526.1305 way.HSEarcNitecls.com LI V Jc U OF O!( SELL 0. 7 0 oaaloMAclr7 z 0 H Q LJJJ LLI m m z r Y LL Z O 0 0• >'J LU 00 — lQF- L b O a °w V 2 o Q z LLIY F Qp a i i oQ LL. O d = o LL a > z a Lu Q tY c G O U Q a DEPARTMENT OF DEVELOPMENT SERVICES J Pe s o"s CASE NAME: CASENUMBER CU18- CU18-22 No. Date ADDRESSILEGAL: 3489 STATE HIGHWAY 121, QGRAPEVINE, T%76051 PAYCOM ADDITION, LOT 1, BLOCK 1 O MAYOR SECRETARY DATE: Q PLANNING AND ZONING COMMISSION O CHAIRMAN U PROJ. NO, 1890 DATE: DATE SHEET: 21 OF 24 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES A21 DEPARTMENT OF DEVELOPMENT SERVICES PRECASTCONC. W/ METAL PANEL ON ALUMINUM STOREFRONT -- TEXTUREDCOATING STEEL FRAMING SYSTEM W/1"INSUL. GLASS METAL PANEL ON STEEL FRAMING ROOFSCREEN!' 169'-0" SUN SHADE ALUMINUM CU CONNECTION MAIN ENTRY CANOPY ALUMINUM STOREFRONT STONE CAP — SYSTEM W/ V INSUL. GLASS THIN STONE VENEER ' OVER PRECAST CONC. OFUTURE BUILDING _B - NORTHWEST ELEVATION1SCALE: 3132" = 1'-0" FUTURE BUILDING B - NORTHEAST ELEVATION2SCALE: 3132" = 1'-0" ROOF SCREEN169' 0" PA= 0 ROOF .1 SUN SHADE FOURTH FLOOR LIGHT FIXTURE THIRD FLOOR 128'-0" EVEAL IN ONCRETE, VPICAL SECONDFLOOR-- 1q _ 0•, r' THIN STONE VENEER OVER PRECAST CONC. FIRST FLOOR100' - 0" SECOND FLOOR n CASE NAME: PA COM CASE NUMBER. CU18-22 J PARAPET, 1 FIR loo?_ 0'- 0" ALUMINUM STOREFRONT SYSTEM W/ 1" INSUL GLASS BLOCK 1 O MAYOR SECRETARY ROOF 156' - 0. DATE Q REVEAL IN CONCRETE, O CHAIRMAN U PROJ. NO. TYPICAL 1840 DATE DATE SHEET- 22 OF 24 FOURTH FLOOR 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES 142' 0" w w 11 LLL THIRD FLOOR 128' 0" ALUMINUM CU CONNECTION MAIN ENTRY CANOPY ALUMINUM STOREFRONT STONE CAP — SYSTEM W/ V INSUL. GLASS THIN STONE VENEER ' OVER PRECAST CONC. OFUTURE BUILDING _B - NORTHWEST ELEVATION1SCALE: 3132" = 1'-0" FUTURE BUILDING B - NORTHEAST ELEVATION2SCALE: 3132" = 1'-0" ROOF SCREEN169' 0" PA= 0 ROOF .1 SUN SHADE FOURTH FLOOR LIGHT FIXTURE THIRD FLOOR 128'-0" EVEAL IN ONCRETE, VPICAL SECONDFLOOR-- 1q _ 0•, r' THIN STONE VENEER OVER PRECAST CONC. FIRST FLOOR100' - 0" ARCHITECTURE PLANNING INTERIORS 914 N. BROADWAY SUITE 200 OKLAHOMA CITY, OK 73102 phone'. 405.526.1300 fax: 405526 1305 veva. HSEarchitects. mm I V s V OF Ok50v SEL( 0 7 Q O' Kv+Harrwa1Y Fp 0R V) z O H Q W J W 0N zr J ~Y Z a z00 W 0] H ate= O1610m Q O10 W Q z } EDQ a 5; = a LL Lu d =O W a Wiz_ F a C7 ° Wa a C G U Q a SECOND FLOOR n CASE NAME: PA COM CASE NUMBER. CU18-22 J 114' 1 FIR loo?_ 0'- 0" ALUMINUM STOREFRONT SYSTEM W/ 1" INSUL GLASS ARCHITECTURE PLANNING INTERIORS 914 N. BROADWAY SUITE 200 OKLAHOMA CITY, OK 73102 phone'. 405.526.1300 fax: 405526 1305 veva. HSEarchitects. mm I V s V OF Ok50v SEL( 0 7 Q O' Kv+Harrwa1Y Fp 0R V) z O H Q W J W 0N zr J ~Y Z a z00 W 0] H ate= O1610m Q O10 W Q z } EDQ a 5; = a LL Lu d =O W a Wiz_ F a C7 ° Wa a C G U Q a DEPARTMENT OF DEVELOPMENT SERVICES Revision CASE NAME: PA COM CASE NUMBER. CU18-22 J No Date ADDRESS/LEGAL: 3489 STATE HIGHWAY 121, GRAPEVINE, TX 76051 PAVCOM ADDITION, LOT 1, BLOCK 1 O MAYOR SECRETARY DATE Q PLANNING AND ZONING COMMISSION O CHAIRMAN U PROJ. NO. 1840 DATE DATE SHEET- 22 OF 24 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANY CODES OR ORDINANCES w w 11 DEPARTMENT OF DEVELOPMENT SERVICES la UI roN m m U 12cD E 8 to lbE a 0 0 0 toU P 7 U a m rn0 TOP OF ELEVATOR PENTHOUSE FUTURE PARKING GARAGE - SOUTHEAST ELEVATION7SCALE: 1/16" = -0" ENTRANCE/ EXIT n FUTURE PARKING GARAGE - SOUTHWEST ELEVATION OF ELEVATOR PENTHOUSE 173'-10" PRECAST CONCRETE W/ TEXTURED COATING TOP LEVEL 158' - 0 SISI4T-0" TENSION CABLE GUARD RAIL CAST STONE FIFTH CAST STONE CAP CAP FOURTH LEVEL THIN STONE 12 VENEER / THI V14' 0" BASEME 92' - 0" VENEER i BASEMENT LEVEL 114'-0' I GROUND LEVEL Sie EL v ENTRANCE/ THIN STONE EXIT VENEER L --- ---------------J BASEMENTLEVEL 92' - 0" - 507 ELL FUTURE PARKING GARAGE - NORTHEAST ELEVATION SCALE: 1/16" = 1'-0" Z O H U J a IL a C G W a Lu PA Revisions J No. Date a Z O Z O U PROJ NO, 1840 DATE 10/03/2018 SHEET NO. ARCHITECTURE PLANNING INTERIORS 914N BROADWAY SUITE 200 OKLAHOMA CITY, OK 73102 phone: 405.526.1300 1- 405.526.1305 www.HSEar- itects.corn I V s V C6 O9 SEL[ Q 7 o oaneOMA cm, - FAVW PROPERTY LINE TOP OF ELEVATOR PENTHOUSE TOP OF GARAGEPRECAST CONCRETE W/ TEXTURED COATING i z SIXTH LEVEL 4 0" u> LEVEF j o p FOURTH LEVEL 12 THIRD LEVEL -- 114'-0' I GROUND LEVEL Sie EL v ENTRANCE/ THIN STONE EXIT VENEER L --- ---------------J BASEMENTLEVEL 92' - 0" - 507 ELL FUTURE PARKING GARAGE - NORTHEAST ELEVATION SCALE: 1/16" = 1'-0" Z O H U J a IL a C G W a Lu PA Revisions J No. Date a Z O Z O U PROJ NO, 1840 DATE 10/03/2018 SHEET NO. ARCHITECTURE PLANNING INTERIORS 914N BROADWAY SUITE 200 OKLAHOMA CITY, OK 73102 phone: 405.526.1300 1- 405.526.1305 www.HSEar- itects.corn I V s V C6 O9 SEL[ Q 7 o oaneOMA cm, - FAVW PREFINISHEDSTANDINGSEA PREFINISHED N DOWNSPOUT CAST STONE SI STONE VENEEF PREFINISHEDSTANDINGSEA PREFINISHEDALUMINUMSTOREFRONT; W/BUTT GLAZE INSULATED GU CASTSTONE SILL STONE VENEEF WITH SLIDING WINDOW OGUARDSHACK ELEVATION1SCALE: 1/4" = 1'-0" PREFINISHEDSTANDINGSEI PREFINISHED METAL FASCIA PREFINISHEDDOWNSPOUT RIDGE n its PREFINISHED METAL GUTTER SOFFIT 7 PREFINISHED METAL FASCIA PREFINISHEDALUMINUMSTOREFRONT SYSTEM WI BUTT GLAZED 1" INSULATED GLASS FIRST FLOOR n 1 RIDGE 7 11 PREFINISHED METAL GUTTER SOFFIT108'-0" STONE VENEER FIRST FLOOR. 100'-0" OGUARDSHACK ELEVATION2SCALE: 1/4" = 1'-0" WITH SLIDING WINDOW 3 GUARDSHACK ELEVATION SCALE: 1/4" = 1'-0" PREFINISHEDSTANDINGSEAM I PREFINISHED METAL FASCIA CAST STONE — SILL STONE VENEER PREFINISHED 1 1/2" RIBS ED CHANNEL RAIL, PREFINISHED 3" SQUARE POST PREFINISHED 3/4" SQUARE PICKET TYPICAL WROUGHT IRON FENCE ELEVATION ELEVATIONS REPRESENT CONDITIONS AT BOTH PROPOSED GUARDSHACK LOCATIONS RIDGE n 112'-2 y4 PREFINISHED METAL GUTTER SOFFIT .1 108'-00 PREFINISHED METAL FASCIA PREFINISHED METAL DOWNSPOUT RIM112'-23/4" PREFINISHED METAL GUTTER SOFFIT108'-0" PREFINISHEDALUMINUMSTOREFRONT SYSTEM W/ BUTT GLAZED 1" INSULATED GLASS OGUARDSHACK ELEVATION4SCALE: 1/4"= 1'-0" - - FIRST FLOOR n 100' _ 0'. FIRST FLOOR 1001-01, 12" CONCRETE PANEL PAYCOM" SIGNAGE BACKLIT CHANNEL LETTER W/ TRANSLUCENT ACRYLIC FACE - p y inr M_ BGTH SIDES 2" REVEAL IN CONCRETEPANEL T.O. CURB h TBD FINISH GRADE -TBD YPICAL MONUMENT SIGN ELEVATION SCALE: 1/2" = 1'-0" CONCRETE FOOTING - TBD z O Q U_ J a a NG/ yLL W a W ARCHITECTURE PLANNING INTERIORS 914 N. BROADWAY SUITE 200 OKLAHOMA CITY, OK 73102 phone. 405 526 1300 fax'. 405.526.1305 wvnv. HSEarch itects.com V Q) s V 0v__9k i AO 11ELLp1\r rn lti OK OMACITY FD A\ 0 z Q W U z n W LL Z ' Q X .- YYV IL _z o Q co 5; z C W a O C KF 0 O Q c7OJQQ U gLu o:)W Q z 3o- W d W 2 2 Z0 a W 0 > Fn W OF N Qo_ rnro M U Q a TYPICAL TYPICAL CASE NAME: R YCOMCASENUMBER: CU189CU18- J Revisions No. Date ADDRESS/LEGAL: 3489 STATE HIGHWAY 121, S QGRAPEVINE, T%76051 PAYCOM ADDITION, LOT 1, BLOCK O MAYOR SECRETARY DATE Q PLANNING AND ZONING COMMISSION O CHAIRMAN U PROJ, NO. 1840 DATE: DATE SHEET24 OF 24 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANV CODES OR ORDINANCES A24 s z TYPICAL WROUGHT IRON FENCE ELEVATION ELEVATIONS REPRESENT CONDITIONS AT BOTH PROPOSED GUARDSHACK LOCATIONS RIDGE n 112'-2 y4 PREFINISHED METAL GUTTER SOFFIT .1 108'-00 PREFINISHED METAL FASCIA PREFINISHED METAL DOWNSPOUT RIM112'-23/4" PREFINISHED METAL GUTTER SOFFIT108'-0" PREFINISHEDALUMINUMSTOREFRONT SYSTEM W/ BUTT GLAZED 1" INSULATED GLASS OGUARDSHACK ELEVATION4SCALE: 1/4"= 1'-0" - - FIRST FLOOR n 100' _ 0'. FIRST FLOOR 1001-01, 12" CONCRETE PANEL PAYCOM" SIGNAGE BACKLIT CHANNEL LETTER W/ TRANSLUCENT ACRYLIC FACE - p y inr M_ BGTH SIDES 2" REVEAL IN CONCRETEPANEL T.O. CURB h TBD FINISH GRADE -TBD YPICAL MONUMENT SIGN ELEVATION SCALE: 1/2" = 1'-0" CONCRETE FOOTING - TBD z O Q U_ J a a NG/ yLL W a W ARCHITECTURE PLANNING INTERIORS 914 N. BROADWAY SUITE 200 OKLAHOMA CITY, OK 73102 phone. 405 526 1300 fax'. 405.526.1305 wvnv. HSEarch itects.com V Q) s V 0v__9k i AO 11ELLp1\r rn lti OK OMACITY FD A\ 0 z Q W U z n W LL Z ' Q X .- YYV IL _z o Q co 5; z C W a O C KF 0 O Q c7OJQQ U gLuo:)W Q z 3o- W d W 2 2 Z0 a W 0 > Fn W OF N Qo_ rnro M U Q a DEPARTMENT OF DEVELOPMENT SERVICES N CASE NAME: R YCOMCASENUMBER: CU189CU18- J Revisions No. Date ADDRESS/LEGAL: 3489 STATE HIGHWAY 121, S QGRAPEVINE, T%76051 PAYCOM ADDITION, LOT 1, BLOCK O MAYOR SECRETARY DATE Q PLANNING AND ZONING COMMISSION O CHAIRMAN U PROJ, NO. 1840 DATE: DATE SHEET24 OF 24 10/03/2018 APPROVAL DOES NOT AUTHORIZE ANY SHEET NO. WORK IN CONFLICT WITH ANV CODES OR ORDINANCES A24 DEPARTMENT OF DEVELOPMENT SERVICES max• h `. ....-""". ,. Y, w m V' f