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HomeMy WebLinkAboutCU2022-01April 7, 2022 HSE Architects Attn: Sean O'Brien 914 N. Broadway Ste. 200 Oklahoma City, OK 73102 Re: GRAPEVINE FILE #CU22-01 [Paycom] To Whom It May Concern, This letter is to verify that your request for a conditional use permit located at 3489 State Highway 121, platted as Lot 1, Block 1, Paycom Addition was approved by the Site Plan Review Committee on April 7, 2022. A copy of the approved site plan can be picked up at 200 S. Main Street. Any changes to a site plan approved with a conditional use or a special use (no matter how minor or major) can only be approved by city council through the public hearing process. No Conditional Use Permit shall be valid for a period longer than one (1) year from the date on which the City Council grants the Conditional Use, unless within such one (1) year period: (1) a Building Permit is obtained and the erection or alteration of a structure is started, or (2) an Occupancy Permit is obtained and a use commenced. The City Council may grant one additional extension not exceeding one (1) year, upon written application, without notice or hearing. No additional extension shall be granted without complying with the notice and hearing requirements for an initial application for a Conditional Use Permit. Please do not hesitate to contact us if we may be of further assistance (817) 410-3155. Sincerely, Erica Marohnic, AICP Planning Services Director Planning Services 200 S. Main Street Grapevine, TX 76150 C L4 S020 go- C> I DEC 03 2021 D Rv cat• -�iLn CITY OF GRAPEVINE CONDITIONAL USE APPLICATION Form "A" PART 1. APPLICANT INFORMATION Name of applicant / agent:/company/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 appficant/agent (405) 235-8075 (405) 235-8078 Email address of applicant/agent Mobile phone number of applicant/agent (405) 627-2850 PART 2. PROPERTY INFORMATION Street address of subject property 2000 Kubota Drive Legal description of subject property (metes & bounds must be described on 8 1/2" x 11" sheet) Lot Sock Addition Size of subject property 13.1 Acres 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 No 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.' Pwcom Pavroll. LLC Street address of property owner. 7501 W Memorial Rd. City/State/Zip Code of property owner - Oklahoma City, OK 73142 Telephone number of property owner.- (800) 580-4505 Provided as attached sheet Fax number of property owner. 571,667 Square footace TM T d IN T --- 11 DEC 032021 D� Submit a letter describing the proposed conditional use and note the request on the site �t In the same letter, describe or show on the site plan, and conditional requirements or u�„„;ur,. ',,,�,i/aeL; ;:;,a; ;;;o r.o.;k.ular 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 elan submission shall meet the requirements of Section 47, Site Plan Re;,uirements. 36 All conditional use and conditional use applications are assumed to be complete when riled 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. Od Any changes to a site plan (no matter how minor or major) approved with a conditional use or conditional use permit can only be approved by city council through the public hearing process. l✓I I have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this ap.r.=lication have been met at the,t :ne of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE R l: EIS AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY �{,L , Timothy W. Johnson, P.E. Print Applicant's Name: The State of Oklahoma County of Oklahoma Before Me on this day personally appeared T^qn�, �� so v ) (notary) , (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this . �f A day of ZQ C A.D. ,-----------------------------------r i4PTea'••• RACHEL WHITCOM �« <� SEAL Notary Public :iAu, �\G,:= State of Oklahoma .B •• Notarly n And For State Of Oklahoma ;-Commission #11001735-Exp:02/28/23 --------------------- -- Print roperty Owners Name: Property Owner's Signature: The State Of Oklahoma County Of Oklahoma Before Me �SY 1 Qa_ i �L^�. a' Y� on this day personally appeared I r .41,4K Ui G_! P_ (no ary (property own r) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this ; day of _DP 11�e,(- , A.D. ����I1111111111///r ' "OTC} •. ft 77flfL;C 7tn EXP. 05121 /25 Lo OF 0K�P Notary #And For State Of O lahoma l PART 1. APPLICANT INFORMATION Name of applicant / agent:/company/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: (405) 235-8075 Email address of applicant/agent Applicant's interest in subject property: Development of Corportate Office Cam;,us PART 2. PROPERTY INFORMATION Street address of subject property 2000 Kubota Drive DEC 03 2021 Q,,_ CITY OF GRAPEVINE SITE PLAN APPLICATION Form "B" Fax number of applicant/agent: (405) 235-8078 Mobile phone number of applicant/agent (405) 627-2850 Legal description of subject property (metes & bounds must be described on 8 1/2" x 11 " sheet) Provided as attached sheet Lot Block Size of subject property Addition 13.1 Acres Present zoning classification: Proposed use of the property. CC, Community Commerical Corporate Office Campus Give a general description of the proposed use or uses for the proposed development: Corporate Office Campus to include offices and gymnasium Zoning ordinance provision requiring a conditional use: Building Height PART 3. PROPERTY OWNER INFORMATION Name of current property owner Paycom Payroll, LLC Street address of property owner. 7501 W Memorial Rd. C;ty/State /Zip Code of property owner Oklahoma City, OK 73142 Telephone number of property owner. Fax number of property owner.- (800) 580-4505 571,667 &uare foota e FI DEC 03 2021 Ju Attach a final plat, or rep/at, of the approved subdivision by city council showing property bou r es dimensions, easements, roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( 1 blueline copy) !f a master development plan is required, attach a statement showing the proposed use substantially conforms to the master development plan. Submit a site plan showing all information required by Section 47.E., Site Plan review requirements (see attached requirements). Provide all required information demonstrating compliance with all conditions imposed on any conditional use, site plan zoning, or conditional use zoning. All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a conditional use, can only be aR. r•roved by city council through the ublic hearing QQrocess. PART 4. SIGNATURE TO AUTHORIZE FILING �F A FINAL SITE-PCAft—,e Timothy W. Johnson, P.E. Print Applicant's Name: The state of Oklahoma county of Oklahoma Before Me _2CL V1O L Yl :-1 C t�^-Jn on this day personally appeared t r1. Cor�& , [6� �o� (notary) applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this- ---- dayof-_-Q- CQ1C�44 A.D. 20Z I -oIaq',;, RACHEL WHITCOMB il senL Notary Public ''•.:�uB��•,f' State of Oklahoma �-Commission #11001735 Exp :04i IWM And For State Of Oklahoma Print Property Owners Name: The State Of Oklahoma County Of nklahnlmn (/► Before Me Ask 1 (notary) Property Owner's Signature on this day personally appeared MP44Y 7Q D 1` Q,-,A 0_ (property owned 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 3 dayof-OP.CP n'1_bgg�_, A.D. o4 I Notary In And For State Of klahom� DEC 03 2021 D ACKNOWLEDGEMENT By All Conditional Use and Special Use Applications are assumed to be complete when riled and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. Any changes to a site plan (no matter how minor or major) approved with a conditional use or a special use permit can only be approved by city council through the public hearing process. Any application for a change in zoning or for an amendment to the zoning ordinance shall have, from the date of submittal, a period of four months to request and be scheduled on an agenda before the Planning and Zoning Commission and City Council. If after said period of four months an application has not been scheduled before the Commission and Council said application shall be considered withdrawn, with forfeiture of all filing fees. The application, along with the required riling fee may be resubmitted any time thereafter for reconsideration. Delays in scheduling applications before the Planning and Zoning Commission and City Council created by city staff shall not be considered a part of the four month period. I have read and understand all of the requirements as set forth by the application for conditional use or special metpe97 'it acknowledge that all requirements of this application have been mehe f submittal. Signature of Applicant Date: December 3, 2021 Signature of Owner Date: /Z --f ZoZ/ DEC p 3 2021 By — - ILLUMINATION PLAN An illumination plan to include a site photometric (including illuminated signs) and all fixture details shall be submitted as part of the site plan review process. Applications will not be accepted without this requirement. I hereby acknowledge that an illumination plan has been included as a part of this submittal. Applicant Signature Date: December 3. 2021 Property Owner Signature Date: /Z- T- Z•Lf PW Mapviewer 4/1/2022 too am\ Ll Disclaimer: This product is for informational purposes and N may not have been prepared for orbe suitable for legal, engineedng,or surveying purposes. It does not represent an on -the -ground survey and represents only 1 inch = 188 feet the anAroximate relative location of oro m boundaries. 0).007.995 0.03 mi i I I I I I I I i Agenda Item #II A O:\ZCU\2022\CU22-01\CU22-01.4sprc.doc 1 TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR, PLANNER II DATE: APRIL 7, 2022 SUBJECT: CONDITIONAL USE REQUEST CU22-01 - PAYCOM RECOMMENDATION Staff recommends the Site Plan Review Committee (SPRC) consider the proposed changes to Conditional Use request CU18-22 (Ord. 18-81) to exceed the maximum building height limit, specifically to amend the parking, fire lane and landscape layout. The property is currently zoned “CC” Community Commercial District and owned by Paycom Payroll, LLC. REQUEST The applicant proposes to revise the parking layout and eliminate 69 parking spaces from 1,891 parking spaces to 1,822 parking spaces. Total required parking is 1,000 parking spaces; 1,822 parking spaces are provided. The applicant also proposes removing public access to the fire lane located between the parking garage and the gymnasium. The Fire Department will use a mountable curb to access the fire lane. As an employee amenity, new landscaping and hardscape are proposed throughout the subject site including east of the gymnasium and the southeastern portion of the site. BACKGROUND INFORMATION The subject and surrounding property was zoned “I-1" Light Industrial District prior to the 1984 City-wide 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-wide rezoning. A 35-acre tract to the west of the subject site was rezoned to “CC” Community Commercial District with zone change request Z96-08, by City Council on June 18, 1996. The area to the east of the Tarrant/Dallas County line, south of Anderson-Gibson Road, and 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-wide rezoning. • On October 16, 2018, City Council approved Conditional Use request, CU18-22 (Ord. 18-81) for the subject property to allow the maximum building height to exceed 50 feet in the “CC” Community Commercial District. • On September 15, 2015, City Council approved Conditional Use request, CU15- 38 to allow for the North American headquarters of Kubota USA to exceed the maximum building height of 50 feet in the “CC” Community Commercial District. Agenda Item #II A O:\ZCU\2022\CU22-01\CU22-01.4sprc.doc 2 The approval allowed for a 78-foot-tall building portion of the primary structure with the majority of the structure being 60 feet in height. • On July 21, 2009, City Council approved zone change request Z09-03 and Conditional Use request CU09-17, to rezone 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. • On December 19, 2006, City Council denied zone change request Z06-15 and Planned Development Overlay PD06-09, on 162.13 acres for a potential residential, office, retail, restaurant and hotel development. Agenda Item #II A O:\ZCU\2022\CU22-01\CU22-01.4sprc.doc 1 TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR, PLANNER II DATE: APRIL 7, 2022 SUBJECT: CONDITIONAL USE REQUEST CU22-01 - PAYCOM RECOMMENDATION Staff recommends the Site Plan Review Committee (SPRC) consider the proposed changes to Conditional Use request CU18-22 (Ord. 18-81) to exceed the maximum building height limit, specifically to amend the parking, fire lane and landscape layout. The property is currently zoned “CC” Community Commercial District and owned by Paycom Payroll, LLC. REQUEST The applicant proposes to revise the parking layout and eliminate 69 parking spaces from 1,891 parking spaces to 1,822 parking spaces. Total required parking is 1,000 parking spaces; 1,822 parking spaces are provided. The applicant also proposes removing public access to the fire lane located between the parking garage and the gymnasium. The Fire Department will use a mountable curb to access the fire lane. As an employee amenity, new landscaping and hardscape are proposed throughout the subject site including east of the gymnasium and the southeastern portion of the site. BACKGROUND INFORMATION The subject and surrounding property was zoned “I-1" Light Industrial District prior to the 1984 City-wide 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-wide rezoning. A 35-acre tract to the west of the subject site was rezoned to “CC” Community Commercial District with zone change request Z96-08, by City Council on June 18, 1996. The area to the east of the Tarrant/Dallas County line, south of Anderson-Gibson Road, and 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-wide rezoning. • On October 16, 2018, City Council approved Conditional Use request, CU18-22 (Ord. 18-81) for the subject property to allow the maximum building height to exceed 50 feet in the “CC” Community Commercial District. • On September 15, 2015, City Council approved Conditional Use request, CU15- 38 to allow for the North American headquarters of Kubota USA to exceed the maximum building height of 50 feet in the “CC” Community Commercial District. Agenda Item #II A O:\ZCU\2022\CU22-01\CU22-01.4sprc.doc 2 The approval allowed for a 78-foot-tall building portion of the primary structure with the majority of the structure being 60 feet in height. • On July 21, 2009, City Council approved zone change request Z09-03 and Conditional Use request CU09-17, to rezone 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. • On December 19, 2006, City Council denied zone change request Z06-15 and Planned Development Overlay PD06-09, on 162.13 acres for a potential residential, office, retail, restaurant and hotel development. 00 8 5 MS CX 51 6 . 9 2 30 0 8 6 MS C X 50 9 . 9 4 301 2 9 SS MH 50 7 . 8 1 30 1 3 4 CG G T 51 5 . 8 4 30 1 3 5 CG B C H SW 1 51 6 . 3 1 30 1 3 8 CGB C E C H SW 1 E C 513 . 0 3 30 1 3 9 CG G T E C 51 2 . 5 5 30 1 4 0 CG G T B C 51 0 . 0 8 30 1 4 1 CGB C B C H SW 1 B C 510 . 5 6 301 4 5 CG BC510 . 3 6 30 1 4 6 CG G T 50 9 . 8 9 301 4 7 CGGT E C E 50 9 . 5 2 30 1 4 8 CGB C E C E 51 0 . 0 0 30 1 8 1 CG G T 52 4 . 6 3 30 1 8 2 CG BC52 5 . 1 1 30 1 8 3 CG B C E C 52 5 . 8 3 30 1 8 4 CGG T EC 52 5 . 3 9 301 8 5 CGGT E 525 . 9 2 30 1 8 6CGBC E 52 5 . 9 5 30 1 9 0 CG B C 52 6 . 1 6 301 9 1 CG BC526 . 2 3 30 1 9 2 CG B C B C 52 6 . 2 2 301 9 3 CGGT B C 52 5 . 7 8 301 9 4 CGGT52 5 . 6 7 301 9 5 CGG T EC 525 . 7 3 301 9 6 CGGT B C 525 . 7 4 30 1 9 7 CG G T 526 . 0 6 30 1 9 8 CGB C 52 6 . 5 4 30 1 9 9 CG B C E C 52 6 . 7 1 302 0 0 CGGT E C 526 . 1 9 302 0 1 CGGT526 . 5 8 302 0 2 CG B C 52 7 . 1 0 30 2 0 3 CG B C 52 7 . 2 1 302 0 4 CGG T 526 . 6 6 30 2 0 5 CG G T E 52 6 . 4 6 302 0 6 CG BC E 526 . 9 7 302 2 7 TC P B A T T 51 0 . 7 4 30 2 3 4 TC P B 50 7 . 0 2 30 2 3 8 TCP B A T T 50 9 . 1 0 30 2 3 9GMP A T T 50 8 . 8 8 302 4 0 GM P 507 . 3 6 30 2 4 2 CK B S 3 0 0 0 6 51 0 . 3 7 30 2 8 1 PW G A 508 . 2 7 302 8 2 PWG A 50 8 . 4 9 30 2 8 3 PW P C 50 8 . 4 0 302 8 4 PW P508 . 6 4 302 9 2 TC P B 50 8 . 6 3 302 9 3 GMP50 8 . 1 6 302 9 8 PWP511 . 4 9 302 9 9 PW TR E 513 . 2 1 30 3 0 0 GM T 51 2 . 6 0 30 3 0 1 PW P B 51 3 . 6 1 30 3 0 2 PW P C 51 2 . 1 2 30 3 0 3 GM P F I B E R O P T I C 51 4 . 2 1 303 0 4 SS MH 51 2 . 8 3 303 0 5 SS MH 51 0 . 7 6 30 3 1 0 GM P 51 7 . 3 0 303 1 1 PW PC 51 7 . 1 0 303 1 2 PW G A 517 . 2 0 30 3 1 4 PW T R 51 5 . 2 4 303 1 5 PW TR 51 5 . 2 7 303 1 6 PW TR514 . 9 6 303 1 7 PW T R 51 4 . 9 3 30 3 3 0 CGB C 524 . 2 1 303 3 1 CGGT523 . 6 4 303 3 3 CGGT52 4 . 1 7 303 3 4 CG BC524 . 6 3 30 3 3 9 CGBC52 4 . 9 7 30 3 4 0 CGG T 52 4 . 5 1 30 3 4 1 CG G T 524 . 8 4 30 3 4 2 CG B C 52 5 . 3 3 303 4 7 CG BC 52 5 . 6 9 303 4 8 CGGT52 5 . 2 1 303 4 9 CGGT E 525 . 1 9 303 5 0 CG BC E 52 5 . 9 3 303 6 4 CG BC526 . 0 0 30 3 6 5 CGG T 525 . 3 0 30 3 6 6 CG G T 52 5 . 7 4 30 3 6 7 CG B C 52 6 . 2 5 30 3 7 2 CGB C 526 . 3 5 30 3 7 3 CGG T 525 . 8 8 303 7 4 CGGT52 6 . 2 1 30 3 7 5 CGB C 52 6 . 7 1 30 3 8 0CGBC E 52 6 . 9 8 30 3 8 1 CG G T E 52 6 . 4 8 30 5 9 5 CK B S 3 0 0 0 6 51 0 . 3 7 30 5 9 6 CK B S 3 0 0 0 6 51 0 . 3 6 30 6 2 4 NG T B 504 . 5 6 306 2 5 NG T B 50 3 . 7 5 30 6 2 6 NG T B E 50 3 . 5 8 30 6 2 8 RI P R A P 49 9 . 4 4 30 6 2 9 RI P R A P 49 8 . 7 5 30 6 3 0 RIP R A P 49 7 . 3 0 30 6 3 1 RIP R A P 49 5 . 3 4 30 6 3 2 RIP R A P 49 7 . 3 4 306 3 3 NG F L 495 . 1 2 30 6 3 4 NG F L 49 3 . 8 5 30 6 3 6 RI P R A P 49 4 . 4 5 30 6 3 7 RI P R AP 494 . 6 0 30 6 3 8 RI P R A P 49 3 . 7 9 306 3 9 RIP R A P 49 3 . 8 4 30 6 4 2NGFL 49 2 . 9 0 306 4 3 RO C K D A M 493 . 2 7 30 6 4 4 RO C K D A M 49 3 . 2 4 30 6 4 5 RO C K D A M 49 3 . 1 7 30 6 4 6 RO C K D A M 49 2 . 7 2 30 6 4 7 RIP R A P 49 1 . 0 3 306 4 8 RI P R AP 491 . 3 7 30 6 4 9 RI P R A P 49 1 . 2 4 306 5 9 RIP R A P 491 . 3 5 30 6 6 0NGFL 49 1 . 9 1 30 6 6 1 NG F L 49 1 . 5 2 306 6 2 NG F L 490 . 8 1 30 6 6 3 NGF L 49 1 . 0 6 30 6 6 4 NG F L 49 0 . 7 3 30 6 7 1CKBS 3 0 0 0 6 51 0 . 3 2 30 6 7 2 CK B S 3 0 0 8 6 50 9 . 9 2 30 6 7 3 NG F L 49 1 . 0 6 30 6 7 4 NG F L 49 0 . 3 5 30 6 7 5NGFL 49 0 . 7 0 30 6 7 6 NG F L 490 . 9 3 30 6 8 5NGTB 49 7 . 3 4 30 6 8 6 NG T B 49 3 . 6 1 30 6 8 7 NGTB49 5 . 0 5 306 8 8 NG T B 49 5 . 5 0 306 8 9 NG TB R I P R A P 49 7 . 3 5 306 9 4 NG T B 498 . 2 3 306 9 5 NG T B E 496 . 1 7 30 7 2 5 NG F L 49 0 . 7 4 30 7 2 6 NGF L 49 1 . 2 7 30 7 2 7 NG F L 49 2 . 1 5 30 7 3 0 NG F L 49 3 . 6 1 30 7 3 4NGFL 49 4 . 4 2 307 3 9 NG F L 495 . 3 8 30 7 4 0 NG F L 49 4 . 4 2 30 7 6 2 RI P R A P 50 3 . 2 5 30 7 6 3 RI P R A P 50 3 . 7 8 307 6 4 RI P R AP 503 . 7 5 30 7 6 5 RIP R A P 50 3 . 4 0 30 7 6 6 RIP R A P 49 8 . 2 0 30 7 6 7 RI P R A P 49 7 . 7 7 30 7 6 8 RI P R A P 49 5 . 5 6 307 6 9 NG F L 49 5 . 2 3 307 7 0 NG F L 49 6 . 3 6 307 7 1 NGF L 497 . 9 8 30 7 7 2 NG F L 49 8 . 5 3 307 7 3 NG F L E 498 . 4 3 30 7 7 4 NG T B 502 . 8 5 30 7 7 5 NG T B 50 2 . 2 8 30 7 7 6NGTB 50 2 . 9 0 30 7 7 8 RIP R A P 51 2 . 9 3 30 7 7 9 RIP R A P 51 3 . 7 3 307 8 0 RIP R A P 512 . 2 1 30 7 8 4RIP R A P 50 1 . 8 0 308 0 0 NG T B 50 4 . 3 1 30 8 0 1 NG T B 50 2 . 6 5 30 8 0 2 NG T B E 50 5 . 1 1 30 8 0 9 SS M H 51 1 . 4 7T 30 8 8 4 SS M H 51 5 . 1 8 30 1 2 8 SSM H 509 . 9 7 T BLDG. A GYMNASIUM PARKING GARAGE 5 1 1 527 526 524 523 522 521 519518 517516 514513 512 511 509 508 507 5 0 6 504 503 502501 499 49 8 49 7 49 6 494493 49 2 4 9 1 4 9 1 4 9 2 4 9 3 494 496 497 498 499 501 502 503 504 506 507 508 509 511512513514516517518519521 522 523 524 526 527 528 529 525525 525 520 515 510 505 500 49 5 495 500 505 510515520 52552652 5 524 523 522 521 520 519 518 527 526 525 524 523 522 521 520 KUBOTA DRIVESTATE HIGHWAY NO. 121 FRONTAGE ROAD APPROXIMATE LOCATION CITY OF GRAPEVINE, TEXAS UTILITY ESMT. (TRACT 5) VOL. 12168, PG. 2082 D.R.T.C.T. APPROXIMATE LOCATION 40' PERMANENT EASEMENT TEXAS MIDSTREAM GAS SERVICE, LLC. 20080322878, O.P.R.D.C.T. CITY OF GRAPEVINE, TEXAS 25' WATER, SANITARY SEWER AND CITY OF GRAPEVINE TELECOMMUNICATION EASEMENT D214248504, O.P.R.T.C.T.DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R OVERALL SITE PLANLC 1.01NORTHLX 1.02 LX 1.01 LX 2.01 CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 3 33 LC 1.00 1 21 ATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R GENERAL NOTES &MATERIALS LEGENDLC 1.00 SYMBOLS LEGEND: CENTER LINECL LIMIT OF WORK MATCHLINE EXPANSION JOINT CONTROL JOINT DETAIL REFERENCE DETAIL NUMBER SHEET NUMBER SECTION REFERENCE MATERIAL REFERENCE ELEVATION REFERENCE GENERAL POINT OF BEGINNING DETAIL NUMBER SHEET NUMBER DETAIL ENLARGEMENT REFERENCE X X.XX X-1 EJ X LX.XX X LX.XX GRADE BREAKLINEBKL L.O.W. MATCHLINE MATCHLINE L2.XX L2.XX X X.XX P.O.B GENERAL NOTES: 1.WRITTEN DIMENSIONS PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 2.THE CONTRACTOR BEARS ALL RESPONSIBILITY FOR VERIFYING ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DAMAGE TO UTILITIES THAT ARE TO REMAIN SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY NOT SHOWN ON PLANS. 3.ALL PROPOSED AND FINISHED GRADES ARE BASED ON INFORMATION PROVIDED BY THE OWNER'S SURVEY AND/OR CIVIL ENGINEER. ANY DISCREPANCIES IN ACTUAL FIELD MEASUREMENTS ARE TO BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY. 4.PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS ARE TO BE SURVEYED, LAID OUT, AND STAKED IN FIELD FOR REVIEW BY LANDSCAPE ARCHITECT. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DEMOLITION, ADJUSTMENTS, OR RECONSTRUCTION RESULTING FROM UNAUTHORIZED CONSTRUCTION ACTIVITIES. 5.CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED BY LANDSCAPE ARCHITECT ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTORS ARE TO BID THEIR OWN VERIFIED QUANTITIES. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 6.EASEMENTS SETBACKS, BUILDING, CURB AND GUTTER, UNDERGROUND UTILITIES HAVE BEEN SUPPLIED TO LANDSCAPE ARCHITECT BY THE PROJECT CIVIL ENGINEER. REFER TO CIVIL ENGINEERS DRAWINGS FOR ADDITIONAL INFORMATION. IRRIGATION NOTES: 1.IRRIGATION CONTRACTOR SHALL TEST EXISTING STATIC PRESSURE ON SITE PRIOR TO CONSTRUCTION. SHOULD EXISTING SITE PRESSURE BE BELOW 60 PSI, CONTRACTOR SHALL CONTACT THE IRRIGATION DESIGNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS TO PROVIDE COMPLETE COVERAGE WITH MINIMUM OVERSPRAY. THE IRRIGATION CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER. 3.THE IRRIGATION CONTRACTOR WILL SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES UNLESS OTHERWISE NOTED. ALL LOCAL CODES SHALL PREVAIL OVER ANY DISCREPANCIES HEREIN. 4.LATERAL PIPE SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12 INCHES. MAINLINE PIPE AND WIRES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 18 INCHES. 5.ELECTRICAL POWER SHALL BE PROVIDED WITHIN 5 FEET OF CONTROLLER LOCATION BY GENERAL CONTRACTOR. L.I.C. TO PROVIDE FINAL HARD WIRE TO CONTROLLER. 6.24 VOLT VALVE WIRE SHALL BE A MINIMUM OF 16 GAUGE, U.L. APPROVED FOR DIRECT BURIAL, SINGLE CONDUCTOR "IRRIGATION WIRE". WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF WIRE CONNECTOR UL APPROVED AND FILLED WITH SILICONE. 7.VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, WITH THREE INCHES OF CLEAN PEA GRAVEL LOCATED BELOW THE VALVE. USE 10" ROUND VALVE BOXES FOR ELECTRIC VALVES AND QUICK COUPLING VALVES UNLESS NOTED OTHERWISE. D.C.A. SHALL BE BOXED ACCORDING TO LOCAL CODES. 8.USE PVC SWING JOINT ASSEMBLIES TO CONNECT ALL SPRAY HEADS. 9.ALL ROTOR HEADS SHALL BE CONNECTED WITH A 12" MINIMUM LENGTH OF 1/2 FLEX PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH WELD ON *795 SOLVENT AND *P-70 PRIMER. PRIMER SHALL BE PURPLE IN COLOR. 10.CONTRACTOR IS TO CONTACT APPROPRIATE AUTHORITIES AND LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 11.SLEEVES SHALL BE INSTALLED BY GENERAL CONTRACTOR. SLEEVE MATERIAL SHALL BE PVC, SCHD. 40. CONTRACTOR SHALL EXTEND SLEEVES ONE FOOT BEYOND EDGE OF ALL PAVEMENT. 12.LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO SUPPLY OWNER AND OWNERS CONTRACTOR WITH ALL EQUIPMENT SPECIFICATIONS AND MAINTENANCE GUIDELINES. 13.DRIP LINE SHALL BE PLACED A MINIMUM OF 2" UNDER MULCH. 14.LICENSED IRRIGATION CONTRACTOR SHALL ADJUST SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE AND ADJUST FOR MINIMUM OVERSPRAY ONTO PAVEMENT. NO OVERSPRAY IS PERMITTED ONTO STREETS OR SIDEWALKS 15.IRRIGATION CONTRACTOR SHALL SUPPLY AND CONSTRUCT IRRIGATION SYSTEM WITH ALL MATERIALS AND PER MANUFACTURER SPECIFICATIONS SHOWN ON THIS PLAN. IF CONTRACTOR PREFERS MATERIALS THAT DIFFER FROM THE THIS PLAN, THEY SHALL BE APPROVED BY THE IRRIGATION DESIGNER PRIOR TO CONSTRUCTION. PLANTING NOTES: 1.ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE CURRENT EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1)" BY AMERICANHORT. 2.NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR LANDSCAPE ARCHITECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL. 3.LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED BY HIS WORK. 4.REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION. 5.STAKING AND GUYING ALTERNATIVES: METHODS INDICATED IN DRAWING DETAILS ARE PREFERRED. CONTRACTOR SHALL REPLACE, PLANT, OR UPRIGHT ANY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE OWNER. 6.PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING UNLESS OTHERWISE SHOWN ON PLANS. 7.PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE HARDSCAPE PLAN. 8.ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3" SHREDDED HARDWOOD MULCH. 9.ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLED TO BE SODDED, SHALL BE REESTABLISHED WITH NATIVE SEED. ABBREVIATIONS TW BW TF FL TOP OF WALL BOTTOM OF WALL TOP OF FLOOR COL TOP OF COLUMN EXISTING SPOT GRADE PROPOSED SPOT GRADE FLOWLINE/INVERT ELEVATION TS TOP STEP BS BOTTOM STEP TR TOP OF RAMP BR BOTTOM OF RAMP TC TOP OF CURB BC BOTTOM OF CURB 735.46 TB TOP OF BAND TPC TOP OF POOL COPING TP TOP OF PAVEMENT TG TOP OF GRADE PA PLANTED AREA TD TOP OF DRAIN FFE FINISHED FLOOR ELEVATION CG PROPOSED CIVIL SPOT GRADE EW END OF WALL MATERIAL SCHEDULE: CONCRETE PAVING COLOR:STANDARD GREY FINISH: MEDIUM BROOM FINISH CONTROL JOINTS: SAWCUT (1/4" DEPTH OF CONCRETE) @ REGULAR INTERVALS, TYPICAL JOINT SPACING TO BE EQUAL TO WIDTH OF WALK EXPANSION JOINTS: TYPICALLY 40' O.C. MAX JOINT SEALANT: COLOR TO MATCH CONCRETE APPROVAL:MOCKUP, EJ SEALANT SAMPLE C-1 SF-1 TABLE - 28" SQUARE PRODUCT:PARC CENTRE TYPE: SILVER QUANTITY:10 SUPPLIER:LANDSCAPE FORMS CONTACT:LARA MOFFAT (972.740.3373) INSTALL: PER MANUFACTURERS SPECIFICATIONS APPROVAL:CUT SHEET SITE FURNISHINGS METAL M-1 STEEL EDGING PRODUCT:3/16" X 6" EDGING MATERIAL:STEEL COLOR:GREEN MANUFACTURER: DURAEDGE STEEL LANDSCAPE EDGE, OR APPROVED EQUAL INSTALL:REF. DETAILS & MANUFACTURER SPECIFICATIONS TELE:800-888-7425 APPROVAL:CUT SHEET STONE SF-2 SF-3 SF-4 CONCRETE INTEGRAL COLOR CONCRETE 2 COLOR: GRAPHITE (8084) - DAVIS COLORS FINISH: SANDBLAST JOINT SEALANT: MATCH COLOR MANUFACTURER:DAVIS COLORS (323.265.8323) APPROVAL:MOCKUP, EJ SEALANT SAMPLE C-2 ST-1 DECOMPOSED GRANITE TYPE:TEXAS BLACK GRAVEL COLOR & FINISH:BLACK SIZE:3/4" TO FINES INSTALL:REF. DETAILS SUPPLIER:DFW STONE SUPPLY (OR APPROVED EQUAL) CONTACT:(972.310.1234) APPROVAL:SAMPLE ST-2 SF-5 CHAIR - ARMS PRODUCT:PARC CENTRE TYPE: IVY QUANTITY:40 SUPPLIER:LANDSCAPE FORMS CONTACT:LARA MOFFAT (972.740.3373) INSTALL: PER MANUFACTURERS SPECIFICATIONS APPROVAL:CUT SHEET BENCH - BACKED PRODUCT:PARC VUE TYPE: SILVER QUANTITY:7 SUPPLIER:LANDSCAPE FORMS CONTACT:LARA MOFFAT (972.740.3373) INSTALL: PER MANUFACTURERS SPECIFICATIONS APPROVAL:CUT SHEET TRASH RECEPTACLE - SIDE OPENING DUAL USE UNIT PRODUCT:CHASE PARK TYPE: SILVER QUANTITY:4 SUPPLIER:LANDSCAPE FORMS CONTACT:LARA MOFFAT (972.740.3373) INSTALL: PER MANUFACTURERS SPECIFICATIONS APPROVAL:CUT SHEET BARSTOOL PRODUCT:CHIPMAN STOOL TYPE: IVY QUANTITY:12 SUPPLIER:LANDSCAPE FORMS CONTACT:LARA MOFFAT (972.740.3373) INSTALL: PER MANUFACTURERS SPECIFICATIONS APPROVAL:CUT SHEET LIGHTING L-1 BOLLARD BY OTHERS, REFERENCE ELECTRICAL PLANS SITE AMENITIES S-1 WATER FEATURE SIZE:150 SF INSTALL:BY OTHERS SF-6 OUTDOOR TABLE PRODUCT:GO OUTDOOR TABLE TYPE: SILVER QUANTITY:2 SUPPLIER:LANDSCAPE FORMS CONTACT:LARA MOFFAT (972.740.3373) INSTALL: PER MANUFACTURERS SPECIFICATIONS APPROVAL:CUT SHEET ST-3 LIMESTONE BLOCK SIZE:6' L X 1'-6" W X 1'-6"T TYPE:LEUDERS COLOR: NATURAL FINISH: (4) SIDES, CHOPPED FRONT & BACK, ALL EDGES TO BE EASED MANUFACTURER:MEZGER ENTERPRISES, LTD. CONTACT:RYAN SHUPE (817.707.9495) APPROVAL:CUT SHEET, SAMPLE LANDSCAPE BOULDERS TYPE:RELOCATED ON-SITE EXISTING LIMESTONE BOULDERS NOTE:RELOCATED BOULDERS TO BE USED IN LANDSCAPE ISLANDS AND COURTYARD PLANTING BEDS AS SPECIFIED ON THE PLANS. ALL OTHER STONES TO BE UTILIZED IN WATER FEATURE QUANTITY:36 APPROVAL:CONTRACTOR TO COORDINATE PLACEMENT WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION WOOD NOTE: ALL EXPOSED WOODEN ELEMENTS ARE TO RECEIVE WOOD SEALANT. W-1 CEDAR SLATS SIZE:2" X 6" MATERIAL:CEDAR COLOR:NATURAL FINISH:SMOOTH W-2 WOOD SEALANT PRODUCT:MESSMER'S UV PLUS; MC-502 NATURAL CEDAR MANUFACTURER: MESSMER (801.569.2426) SUPPLIER:LOCAL APPROVAL:CUT SHEET FENCE BOLLARD UPLIGHT L-2 UPLIGHT BY OTHERS, REFERENCE ELECTRICAL PLANS ST-4 STONE STEPS SIZE:4' DEPTH, MINIMUM TYPE:LEUDERS COLOR: NATURAL FINISH: (4) SIDES, CHOPPED FRONT & BACK, ALL EDGES TO BE EASED MANUFACTURER:MEZGER ENTERPRISES, LTD. CONTACT:RYAN SHUPE (817.707.9495) APPROVAL:CUT SHEET, SAMPLE M-2 STEEL POST SIZE:6X6 STEEL (WALL THICKNESS TBD BY STRUCTURAL) COLOR:TO MATCH BUILDING MANUFACTURER: LOCAL STEEL SHOP INSTALL:REF. DETAILS & MANUFACTURER SPECIFICATIONS APPROVAL:CUT SHEET M-3 STEEL BEAM SIZE:10X4 STEEL BEAM COLOR:TO MATCH BUILDING MANUFACTURER: LOCAL STEEL SHOP INSTALL:REF. DETAILS & MANUFACTURER SPECIFICATIONS APPROVAL:CUT SHEET NOTE: ALL EXPOSED STONE IS TO RECEIVE STONE SEALANT. ST-5 STONE VENEER & CAP COLOR: BUFF FINISH: ROUGHBACK MANUFACTURER:MEZGER ENTERPRISES, LTD. CONTACT:RYAN SHUPE (817.707.9495) APPROVAL:CUT SHEET, SAMPLE DRAIN D-1 LANDSCAPE DRAIN MODEL PART #90 SIZE:6" ATRIUM DRAIN COLOR:BLACK QUANTITY:22 MANUFACTURER: NDS (800.726.1992) APPROVAL:CUT SHEET NOTE: MEP TO ENSURE ALL ELECTRICAL CONNECTIONS ARE PROVIDED. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF FIXTURES TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL. SS STAINLESS STEEL GRADING NOTES: 1.THE PROPOSED GRADING OF THE SITE IS BASED ON EXISTING CONTOURS PROVIDED BY A PREVIOUSLY OBTAINED SURVEY. ANY CHANGES/ CLEARING/ GRADING DONE AFTER THE PROVIDED SURVEY WILL NOT BE REFLECTED ON THIS PLAN. 2.CONTRACTOR IS TO CONFIRM THAT ALL SIDEWALKS AND MAIN PATHS OF TRAVEL ARE ADA ACCESSIBLE PER CURRENT SITE CONDITIONS. 3.PER TAS, CROSS SLOPES ARE NOT TO EXCEED 1.5% AND LONGITUDINAL SLOPES ARE NOT TO EXCEED 4.5% SLOPES. CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 2 33 LC 1.01 2 21 12513514516517518519521 522 523 524 526 527 528 515520 525 1 / 2 "R .C .S .52652 5 524 523 522 521 520 519 518 527 526 525 524 523 522 521 520 GYMNASIUM PARKING GARAGE VESTIBULE RECEPTION PARKING FENCE (BY OTHERS, REF. CIVIL PLANS) FENCE (BY OTHERS, REF. CIVIL PLANS) FENCE (BY OTHERS, REF. CIVIL PLANS) ST-2 LANDSCAPE BOULDERS ST-2 LANDSCAPE BOULDERS ST-2 LANDSCAPE BOULDERS ST-2 LANDSCAPE BOULDERS ST-1 DECOMPOSED GRANITE ST-1 DECOMPOSED GRANITE M-1STEEL EDGING M-1STEEL EDGING DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R NORTHHARDSCAPE PLANLH 1.01 LH 2.01 REFERENCE LH 1.02 CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 4 33321 UBOTA DRIVE- 5 1 1 527 526 524 523 522 521 519518 517 516 514 513 512 511 509 508 507 5 0 6 504 503 502501 499 49 8 49 7 49 6 494493 49 2 4 9 1 4 9 1 4 9 2 4 9 3 494 496 497 498 499 501 502 503 504 506 507 508 509 511 512 525525 525 520 515 510 505 500 49 5 495 500 505 510 STATE HIGHWAY No. 121 BLDG. A VESTIBULE APPROXIMATE LOCATION CITY OF GRAPEVINE, TEXAS UTILITY ESMT. (TRACT 5) VOL. 12168, PG. 2082 D.R.T.C.T. APPROXIMATE LOCATION 40' PERMANENT EASEMENT TEXAS MIDSTREAM GAS SERVICE, LLC. 20080322878, O.P.R.D.C.T. CITY OF GRAPEVINE, TEXAS 25' WATER, SANITARY SEWER AND CITY OF GRAPEVINE TELECOMMUNICATION EASEMENT D214248504, O.P.R.T.C.T. 30 0 4 0WLR T 5 1 0 . 1 9 30 0 4 1WLR T 51 0 . 2 0 30 0 4 2WLR T 51 0 . 5 4 30 0 4 3WL R T 51 0 . 6 2 30 0 4 4WL R T 51 0 . 9 4 30 0 4 5WL R T 51 0 . 9 5 30 0 4 6WLR T 5 1 1 . 2 7 30 0 4 7WL R T 51 1 . 1 9 3 0 0 4 8 W L R T 51 1 . 5 1 3 0 0 4 9WLR T 5 1 1 . 6 9 3 0 0 5 0 W L R T 51 2 . 0 1 3 0 0 5 1WLR T 51 1 . 9 5 30 0 5 2WLR T 51 2 . 3 0 30 0 5 3WLR T 5 1 2 . 2 6 30 0 5 4WL R T 51 2 . 5 8 30 0 5 5WLR T 5 1 2 . 5 3 30 0 5 6WLR T 5 1 2 . 8 4 30 0 5 7WL R T 51 2 . 9 1 3 0 0 5 8WL R T 51 3 . 2 3 3 0 0 5 9WLR T 51 3 . 6 6 3 0 0 6 0WLR T 5 1 3 . 7 0 30 0 6 1WL R T 51 3 . 7 1 30 0 6 2WLR T 5 1 4 . 0 5 30 0 6 3WLR T 51 4 . 0 4 30 0 6 4WLR T 51 4 . 3 8 30 0 6 5 W L R T 51 4 . 0 7 3 0 0 6 6 W L R T 51 4 . 4 1 30 0 6 7 W L R T 51 4 . 3 9 3 0 0 6 8WLR T 5 1 4 . 7 3 3 0 0 6 9WLR T 51 4 . 7 5 3 0 0 7 0WLR T 5 1 5 . 4 1 30 0 7 1WLR T 5 1 5 . 4 3 3 0 0 7 2 W L R T 51 5 . 7 7 30 0 7 3 W L R T 51 5 . 7 3 30 0 7 4WLR T 51 6 . 0 7 30 0 7 5WL R T 51 6 . 0 3 3 0 0 7 6 W L R T 51 6 . 3 6 30 0 7 7WLR T 5 1 6 . 3 7 3 0 0 7 8WLR T 5 1 6 . 7 0 30 0 7 9WLR T 5 1 6 . 6 3 3 0 0 8 0WLR T 5 1 6 . 6 1 30 0 8 1WL R T 51 6 . 7 1 3 0 0 8 2 W L R T 51 6 . 0 3 30 0 8 5 M S C X 51 6 . 9 2 30 0 8 6 M S C X 50 9 . 9 4 30 0 8 7 W L R T 1 51 2 . 2 2 30 0 8 8 W L R T 1 51 2 . 2 8 3 0 0 8 9WLR T 1 5 1 2 . 6 0 30 0 9 0WL R T 1 51 2 . 9 4 30 0 9 1WLR T 1 51 2 . 9 5 3 0 0 9 2WLR T 1 5 1 2 . 9 8 30 0 9 3WL R T 1 51 2 . 6 2 30 0 9 4WL R T 1 51 2 . 6 4 3 0 0 9 5WLR T 1 51 2 . 2 9 30 0 9 6WLR T 1 5 1 2 . 2 9 30 0 9 7WL R T 1 51 1 . 9 5 3 0 0 9 8WLR T 1 51 1 . 9 7 3 0 0 9 9WLR T 1 5 1 1 . 6 3 30 1 0 0WL R T 1 51 1 . 6 1 30 1 0 1WLR T 1 51 1 . 2 7 3 0 1 0 2 W L R T 1 51 1 . 2 6 30 1 0 3WLR T 1 51 0 . 9 4 3 0 1 0 4WLR T 1 5 1 1 . 0 2 30 1 0 5WLR T 1 51 0 . 6 6 30 1 0 6WL R T 1 51 0 . 1 5 30 1 0 7WL R T 1 50 9 . 8 0 3 0 1 0 8 W L R T 1 50 9 . 8 2 30 1 0 9WLR T 1 5 0 9 . 4 8 3 0 1 1 0 W L R T 1 50 9 . 4 5 30 1 1 1WL R T 1 5 0 9 . 1 3 30 1 1 2WL R T 1 50 9 . 1 7 30 1 1 3WLR T 1 5 0 8 . 8 1 30 1 1 4WLR T 1 50 8 . 8 2 3 0 1 1 5WLR T 1 5 0 8 . 5 3 30 1 1 6WL R T 1 50 8 . 4 8 30 1 1 7WLR T 1 50 8 . 1 6 3 0 1 1 8WLR T 1 E 50 8 . 1 7 30 1 1 9WL R B 50 7 . 4 9 30 1 2 0WLRB 5 0 7 . 7 8 30 1 2 1WLRB 5 0 7 . 9 6 30 1 2 2WL R B 50 8 . 1 5 30 1 2 3WLR B 50 8 . 8 0 30 1 2 4WL R B 50 9 . 4 9 30 1 2 5WL R B 50 9 . 8 7 30 1 2 6WLRB 5 1 0 . 4 2 30 1 2 7WLR B E 5 1 0 . 7 6 30 1 2 9 S SM H 50 7 . 8 1 30 1 3 4 CG G T 51 5 . 8 4 3 0 1 3 5 CG BC H SW 1 51 6 . 3 1 30 1 3 8 C G B C EC H SW 1 E C 51 3 . 0 3 30 1 3 9 C G G T EC 51 2 . 5 5 30 1 4 0CGGT B C 5 1 0 . 0 8 30 1 4 1 CG B C BC H SW 1 B C 51 0 . 5 6 30 1 4 5 C G B C 51 0 . 3 6 3 0 1 4 6 CG G T 50 9 . 8 9 30 1 4 7CGGT E C E 5 0 9 . 5 2 30 1 4 8 CG BC E C E 51 0 . 0 0 30 1 8 1 CG G T 52 4 . 6 3 30 1 8 2 CG BC 52 5 . 1 1 30 1 8 3 C G B C EC 52 5 . 8 3 30 1 8 4CGGT E C 5 2 5 . 3 9 3 0 1 8 5 CG G T E 52 5 . 9 2 3 0 1 8 6CGBC E 52 5 . 9 5 3 0 1 9 0CGBC52 6 . 1 6 30 1 9 1 C G B C 52 6 . 2 3 30 1 9 2 C G B C BC 52 6 . 2 2 3 0 1 9 3 C GG T BC 52 5 . 7 8 3 0 1 9 4CGGT5 2 5 . 6 7 3 0 1 9 5CGGT E C 5 2 5 . 7 3 30 1 9 6 C G G T BC 52 5 . 7 4 3 0 1 9 7 CG G T 52 6 . 0 6 30 1 9 8 CG BC 52 6 . 5 4 3 0 1 9 9 CG BC E C 52 6 . 7 1 3 0 2 0 0CGGT E C 52 6 . 1 9 30 2 0 1 C G G T 52 6 . 5 8 30 2 0 2CGB C 5 2 7 . 1 0 3 0 2 0 3CGBC 52 7 . 2 1 30 2 0 4 C G G T 52 6 . 6 6 30 2 0 5 C G G T E 52 6 . 4 6 30 2 0 6 C G B C E 52 6 . 9 7 3 0 2 2 7 T C P B A T T 5 1 0 . 7 4 30 2 3 4 T C P B 5 0 7 . 0 2 3 0 2 3 8 TC P B A T T 50 9 . 1 0 30 2 3 9 G M P A T T 50 8 . 8 8 3 0 2 4 0 G M P 50 7 . 3 6 30 2 4 2 C K B S 3 0 0 0 6 5 1 0 . 3 7 30 2 8 1 P WG A 50 8 . 2 7 3 0 2 8 2 PW G A 5 0 8 . 4 9 30 2 8 3 PWPC50 8 . 4 0 30 2 8 4 PW P 50 8 . 6 4 30 2 9 2 T C P B 5 0 8 . 6 3 3 0 2 9 3GMP50 8 . 1 6 30 2 9 8 PWP51 1 . 4 9 30 2 9 9 PW T R E 51 3 . 2 1 30 3 0 0 G M T 51 2 . 6 0 30 3 0 1 PWPB51 3 . 6 1 3 0 3 0 2 PW P C 51 2 . 1 2 30 3 0 3GMP F IB E R O P T I C 51 4 . 2 1 30 3 0 4 S S M H 51 2 . 8 3 30 3 0 5 S S M H 51 0 . 7 6 30 3 1 0 G M P 51 7 . 3 0 30 3 1 1 PW P C 51 7 . 1 0 3 0 3 1 2 PW G A 5 1 7 . 2 0 30 3 1 4 PW T R 51 5 . 2 4 30 3 1 5 PW T R 51 5 . 2 7 30 3 1 6 PW T R 51 4 . 9 6 30 3 1 7 PW T R 51 4 . 9 3 30 3 3 0 C G B C 52 4 . 2 1 30 3 3 1 C G G T 52 3 . 6 4 30 3 3 3 C GG T 52 4 . 1 7 3 0 3 3 4 CG BC 52 4 . 6 3 30 3 3 9 CG BC 52 4 . 9 7 3 0 3 4 0CGGT5 2 4 . 5 1 30 3 4 1 C G G T 52 4 . 8 4 3 0 3 4 2CGBC52 5 . 3 3 30 3 4 7 CG BC 52 5 . 6 9 3 0 3 4 8CGGT5 2 5 . 2 1 30 3 4 9 C G G T E 52 5 . 1 9 3 0 3 5 0 C G B C E 52 5 . 9 3 30 3 6 4 C G B C 52 6 . 0 0 30 3 6 5 C G G T 52 5 . 3 0 30 3 6 6 C G G T 52 5 . 7 4 30 3 6 7 C G B C 52 6 . 2 5 3 0 3 7 2CGBC5 2 6 . 3 5 30 3 7 3 C GG T 52 5 . 8 8 3 0 3 7 4 C GG T 52 6 . 2 1 30 3 7 5 CG B C 52 6 . 7 1 3 0 3 8 0 C G B C E 52 6 . 9 8 3 0 3 8 1CGGT E 52 6 . 4 8 3 0 5 9 5 CKB S 3 0 0 0 6 51 0 . 3 7 3 0 5 9 6 CK B S 3 0 0 0 6 51 0 . 3 6 30 6 2 4 NG T B 50 4 . 5 6 30 6 2 5 NG T B 50 3 . 7 5 30 6 2 6 N G T B E 50 3 . 5 8 30 6 2 8 RI P RA P 49 9 . 4 4 30 6 2 9 RI P RA P 4 9 8 . 7 5 30 6 3 0 RIP R A P 4 9 7 . 3 0 30 6 3 1 RI P R A P 49 5 . 3 4 30 6 3 2 RIP R A P 49 7 . 3 4 3 0 6 3 3 NG F L 49 5 . 1 2 30 6 3 4 NG F L 49 3 . 8 5 30 6 3 6 RIP R A P 49 4 . 4 5 30 6 3 7 RIP R A P 49 4 . 6 0 3 0 6 3 8 RI P R A P 49 3 . 7 9 30 6 3 9 RI P R A P 49 3 . 8 4 3 0 6 4 2 NG F L 49 2 . 9 0 3 0 6 4 3ROCK D A M 49 3 . 2 7 30 6 4 4 R O C K DAM 49 3 . 2 4 30 6 4 5 R O C K DAM 49 3 . 1 7 30 6 4 6 RO C K D AM 49 2 . 7 2 30 6 4 7 RIP R A P 49 1 . 0 3 30 6 4 8 RI P R A P 49 1 . 3 7 3 0 6 4 9RIP R AP 49 1 . 2 4 30 6 5 9 RIP R A P 49 1 . 3 5 30 6 6 0NGF L 4 9 1 . 9 1 30 6 6 1 N G F L 49 1 . 5 2 3 0 6 6 2 NG F L 49 0 . 8 1 30 6 6 3 NG F L 49 1 . 0 6 30 6 6 4 NG F L 49 0 . 7 3 30 6 6 5WLR B 5 0 8 . 9 5 30 6 6 6WL R B 49 6 . 1 6 30 6 6 7WLR B 49 4 . 7 9 3 0 6 6 8 W L R B 49 4 . 6 9 30 6 6 9WL R B 49 4 . 8 2 3 0 6 7 0WLR B 50 2 . 6 9 3 0 6 7 1CK B S 3 0 0 0 6 51 0 . 3 2 30 6 7 2 C K BS 3 0 0 8 6 50 9 . 9 2 30 6 7 3 N G F L 49 1 . 0 6 30 6 7 4NGF L 4 9 0 . 3 5 30 6 7 5 N G F L 49 0 . 7 0 3 0 6 7 6NGF L 49 0 . 9 3 3 0 6 8 5NGT B 4 9 7 . 3 4 3 0 6 8 6NGT B 4 9 3 . 6 1 30 6 8 7 N G T B 49 5 . 0 5 30 6 8 8 N G T B 49 5 . 5 0 30 6 8 9 N G T B R I P R AP 49 7 . 3 5 3 0 6 9 0 W L R B 49 6 . 6 4 30 6 9 1WLR B 49 7 . 3 7 30 6 9 2 W L R B B C 49 8 . 5 0 3 0 6 9 3 W L RB 49 8 . 5 0 3 0 6 9 4NGT B 49 8 . 2 3 30 6 9 5 N G T B E 49 6 . 1 7 3 0 6 9 6 W L R B 49 9 . 2 2 30 6 9 7WL R B 50 0 . 4 8 30 6 9 8WLRB E C 5 0 0 . 4 6 30 6 9 9WL R T 1 B C W LRB 1 5 0 6 . 1 3 30 7 0 0WL R T 1 50 6 . 1 3 30 7 0 1WL R T 1 50 6 . 2 1 30 7 0 2WLR T 1 5 0 6 . 1 5 30 7 0 3WLRB 1 5 0 5 . 8 3 30 7 0 4WLR T 1 E C E W L RB 1 E 5 0 6 . 1 2 30 7 0 6 W L RK 1 49 6 . 5 9 30 7 0 7WLR K 1 4 9 6 . 7 5 30 7 0 8 W L R K 1 49 9 . 5 9 30 7 0 9WLR K 1 49 9 . 9 3 3 0 7 1 0WLRK 1 BC 50 1 . 1 3 30 7 1 1WL R K 1 50 0 . 8 6 3 0 7 1 2WLRK 1 50 1 . 0 9 30 7 1 3WL R K 1 50 1 . 0 0 30 7 1 4WLR K 1 E C E 5 0 1 . 3 0 30 7 1 5 W L R K 1 BO T T OM B C 49 5 . 3 3 3 0 7 1 6 W L R K 1 BO T TOM 49 5 . 3 8 30 7 1 7WL R K 1 B O TTOM 49 5 . 1 2 30 7 1 8WL R K 1 B O TTOM 49 4 . 3 1 30 7 1 9WLR K 1 E C B O T TOM 49 2 . 4 7 30 7 2 0WLR K 1 B O T TO M 49 2 . 1 2 30 7 2 1WLR K 1 BO T TO M E 49 1 . 6 0 30 7 2 2 W L R K 3 BO T T OM 49 2 . 7 8 30 7 2 3 W L R K 2 49 8 . 3 2 30 7 2 4WL R K 2 49 9 . 8 6 3 0 7 2 5NGF L 49 0 . 7 4 30 7 2 6 N G F L 4 9 1 . 2 7 30 7 2 7 N G F L 49 2 . 1 5 3 0 7 2 8WLRK 3 BO T T O M 4 9 2 . 9 1 3 0 7 2 9WLRK 3 BO T T O M 4 9 3 . 5 2 30 7 3 0 NG F L 49 3 . 6 1 30 7 3 1WLRK 2 5 0 1 . 1 7 30 7 3 2WLR K 2 5 0 2 . 3 1 3 0 7 3 3 W L R K 3 BO T T OM 49 4 . 4 2 3 0 7 3 4NGF L 4 9 4 . 4 2 30 7 3 5 W L R K 3 BO T T OM 49 5 . 7 8 3 0 7 3 6WLRK 2 5 0 3 . 0 2 30 7 3 7WLR K 2 50 3 . 2 5 30 7 3 8WL R K 3 B O TTOM 49 6 . 2 8 3 0 7 3 9NGF L 4 9 5 . 3 8 30 7 4 0 N G F L 49 4 . 4 2 30 7 4 1 W L R K 3 E B O T TOM 49 6 . 1 9 30 7 4 2WLR K 2 E 5 0 2 . 9 2 30 7 4 7WLB L B C 49 9 . 6 3 30 7 4 8WL B L 49 9 . 8 6 30 7 4 9WLB L 5 0 0 . 0 2 30 7 5 0WL B L E C 49 9 . 8 8 30 7 5 1WLB L B C 4 9 9 . 7 2 30 7 5 2 W L B L 49 9 . 9 5 3 0 7 5 3WLB L 4 9 9 . 8 8 3 0 7 5 4 W L B L E C C L S E 49 9 . 6 4 30 7 6 2 RIP R A P 50 3 . 2 5 3 0 7 6 3 RI P R A P 50 3 . 7 8 30 7 6 4 RIP R A P 50 3 . 7 5 3 0 7 6 5RIP R AP 5 0 3 . 4 0 30 7 6 6 RI P R A P 49 8 . 2 0 3 0 7 6 7 RI P R A P 49 7 . 7 7 30 7 6 8 RI P R A P 49 5 . 5 6 3 0 7 6 9NGF L 4 9 5 . 2 3 30 7 7 0NGF L 4 9 6 . 3 6 30 7 7 1 N G F L 4 9 7 . 9 8 30 7 7 2 N G F L 49 8 . 5 3 30 7 7 3 NG F L E 49 8 . 4 3 3 0 7 7 4NGT B 5 0 2 . 8 5 30 7 7 5 N G T B 50 2 . 2 8 30 7 7 6 NG TB 50 2 . 9 0 30 7 7 8 RI P R A P 51 2 . 9 3 30 7 7 9 RIP R A P 51 3 . 7 3 3 0 7 8 0 RI P R A P 51 2 . 2 1 30 7 8 4 RIP R A P 50 1 . 8 0 30 7 8 7WLR B 50 1 . 2 8 3 0 7 8 8WLR B 50 1 . 2 2 3 0 7 8 9WLR B 50 1 . 6 3 30 7 9 2WLR B E 51 2 . 7 3 30 7 9 3WLR T 51 5 . 4 6 30 7 9 6WL R T E 51 4 . 6 3 30 8 0 0 NG TB 50 4 . 3 1 30 8 0 1 NG T B 50 2 . 6 5 30 8 0 2 NG T B E 50 5 . 1 1 3 0 8 0 9 SSMH51 1 . 4 7T 3 0 8 8 4 S SM H 51 5 . 1 8 30 1 2 8 S SM H 50 9 . 9 7 T RETAINING WALL (BY OTHERS, REF. CIVIL PLANS) 100 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN 2 YEAR FLOODPLAIN 2 YEAR FLOODPLAIN 2 YEAR FLOODPLAIN FLAGPOLE (BY OTHERS, REF. ARCHITECTURAL PLANS) RETAINING WALL (REF. CIVIL PLANS FOR DESIGN) FENCE (BY OTHERS, REF. CIVIL PLAN) FENCE (BY OTHERS, REF. CIVIL PLANS) ST-1DECOMPOSED GRANITE C-1 CONCRETE PAVING A-C LH 3.04/5 ARBOR ST-1 DECOMPOSED GRANITE M-1 STEEL EDGING A LH 3.01LIMESTONE BENCH F LH 3.01 STONE STEPS FENCE (BY OTHERS, REF. CIVIL PLANS) ST-1 DECOMPOSED GRANITE M-1 STEEL EDGING DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R HARDSCAPE PLANLH 1.02NORTHREFERENCE LH 1.01 CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 5 33421 ECOMPOSED GRANITE SF-3BENCH F-3BENCH SF-3 BENCH F-4TRASH RECEPTACLE SF-4 TRASH RECEPTACLE SF-1TABLE ST-4 LIMESTONE BENCH ST-2 LANDSCAPE BOULDERS WATER FEATURE (BY OTHERS) A LH 3.02/3 ARBOR ST-1 DECOMPOSED GRANITE ST-1DECOMPOSED GRANITE ST-1DECOMPOSED GRANITE C-2 INTEGRAL COLOR CONCRETE C-2 INTEGRAL COLOR CONCRETE SF-2CHAIR C-1CONCRETE PAVING C-1CONCRETE PAVING SF-5/6 BARSTOOL & OUTDOOR TABLE A LH 3.01LIMESTONE BENCH ST-2LANDSCAPE BOULDERS ST-3LANDSCAPE BOULDERS C-1CONCRETE PAVING ST-4 LIMESTONE BENCH SF-5/6 BARSTOOL & OUTDOOR TABLE M-1 STEEL EDGING M-1 STEEL EDGING M-1 STEEL EDGING M-1 STEEL EDGING M-1STEEL EDGING C-2 INTEGRAL COLOR CONCRETE DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R HARDSCAPEENLARGEMENTLH 2.01NORTHPARKING GARAGE BUILDING A GYMNASIUM CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 6 33521 IMESTONE BENCH AScale: 1" = 1' - 0" ST-3 LIMESTONE BLOCK COMPACTED SUBGRADE, REF. GEOTECH REPORT FINISHED GRADE 1" SAND BASE GRAVEL BASE+/-1'-6", REF.GRADING1'-6" DECOMPOSED GRANITE LIMESTONE BENCH AScale: 1" = 1' - 0" ST-3 LIMESTONE BLOCK COMPACTED SUBGRADE, REF. GEOTECH REPORT FINISHED GRADE 1" SAND BASE GRAVEL BASE+/-1'-6", REF.GRADING1'-6" DECOMPOSED GRANITE CONCRETE PAVING JOINTS BScale: N.T.S. 1/8"3/8"1/8"3/8"1'-6"1/4"T""T"JOINT SEALANT NON-EXTRUDED, BITUMINOUS- TYPE, RESILIENT FILLER #4 SMOOTH DOWEL @ 18" O.C., LUBE SLEEVED TO PREVENT BOND Sawcut Joint Expansion Joint EXPANSION JOINT W/OUT DOWEL ROD EXPANSION JOINTS TO TO SPACED MAX 40' -0" O.C. CONCRETE PAVING JOINTS BScale: N.T.S. 1/8"3/8"1/8"3/8"1'-6"1/4"T""T"JOINT SEALANT NON-EXTRUDED, BITUMINOUS- TYPE, RESILIENT FILLER #4 SMOOTH DOWEL @ 18" O.C., LUBE SLEEVED TO PREVENT BOND Sawcut Joint Expansion Joint EXPANSION JOINT W/OUT DOWEL ROD EXPANSION JOINTS TO TO SPACED MAX 40' -0" O.C. CONCRETE PAVING @ CURB CScale: 1 1/2" = 1'0" CURB, REF. CIVIL B LH 3.01 EXPANSION JOINT W/OUT DOWEL ROD COMPACTED SUBGRADE, REF. GEOTECH REPORT NOTE: VEHICULAR CONCRETE BY CIVIL TO MEET TXDOT STANDARDS. ALL SIDEWALKS IN ROW TO MEET CITY REQUIREMENTS 1/4" MAXD LH 3.01 CONCRETE PAVING 4" C-1 CONCRETE PAVING CONCRETE PAVING @ CURB CScale: 1 1/2" = 1'0" CURB, REF. CIVIL B LH 3.01 EXPANSION JOINT W/OUT DOWEL ROD COMPACTED SUBGRADE, REF. GEOTECH REPORT NOTE: VEHICULAR CONCRETE BY CIVIL TO MEET TXDOT STANDARDS. ALL SIDEWALKS IN ROW TO MEET CITY REQUIREMENTS 1/4" MAXD LH 3.01 CONCRETE PAVING 4" C-1 CONCRETE PAVING CONCRETE PAVING DScale: 1 1/2" = 1'-0" COMPACTED SUBGRADE, REF. GEOTECH REPORT 1" @ LAWN 2" @ PLANTING #4 REBAR @12" O.C./E.W.4".6"5"2"2"3" C-1 CONCRETE PAVING CONCRETE PAVING DScale: 1 1/2" = 1'-0" COMPACTED SUBGRADE, REF. GEOTECH REPORT 1" @ LAWN 2" @ PLANTING #4 REBAR @12" O.C./E.W.4".6"5"2"2"3" C-1 CONCRETE PAVING FScale: 1/2" = 1'-0" 6" STAIR DETAIL (STONE ON GRAVEL) ST-4 STONE STEP (TYP.) C-1 CONCRETE WALK (TYP.)C LH 3.014"6"6"COMPACTED GRAVEL BASE (TYP.) 4' MINIMUM 8"6"MORTAR SET SAND SET THREE DOWELS PER STEP FScale: 1/2" = 1'-0" 6" STAIR DETAIL (STONE ON GRAVEL) ST-4 STONE STEP (TYP.) C-1 CONCRETE WALK (TYP.)C LH 3.014"6"6"COMPACTED GRAVEL BASE (TYP.) 4' MINIMUM 8"6"MORTAR SET SAND SET THREE DOWELS PER STEP HARDSCAPE DETAILSLH 3.01DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 7 33621 hade Structure Framing Plan AScale: 3/8" = 1'-0" W-1 CEDAR SLATS M-2 STEEL POST D LH 3.03 SHADE STRUCTURE POST PLAN10" TYP.12'-6"12'-3" 46'-10 1/2" M-2 STEEL POST NOTE: ALL WOOD MEMBERS TO BE ROUGH WESTERN RED CEDAR. SEAL WITH SEMI-TRANSPARANT OIL BASED STAIN. SUBMIT COLOR SAMPLES FROM PREFERRED MANUFACTURER FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL. NOTE: STRUCTURES ARE FOR DESIGN INTENT ONLY. ALL STRUCTURES REQUIRE SIGNED AND SEALED SHOP DRAWINGS BY A LICENSED STATE OF TEXAS STRUCTURAL ENGINEER W-1 CEDAR SLATS M-3 STEEL BEAM 30'-0"M-2 STEEL POST M-2 STEEL POST 8'-7 1/2"12'-0"8'-10 1/2"A LH 3.03 12'-3" 37'-3" B LH 3.03 M-2 STEEL POST HARDSCAPE DETAILSLH 3.02DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 8 33721 -3 STEEL BEAM W-1 CEDAR SLATS M-2 STEEL POST Shade Structure SouthWest Elevation BScale: 3/8" = 1'-0" COMPACTED SUBGRADE CONCRETE FOOTING & PIER; REF STRUCTURAL C-1 CONCRETE B LH 3.01 CONCRETE PAVING JOINTS C LH 3.03POST CONNECTION ENLAREGEMENT 1'-4"2"10'-10"30'-0" NOTE: ALL WOOD MEMBERS TO BE ROUGH WESTERN RED CEDAR. SEAL WITH SEMI-TRANSPARANT OIL BASED STAIN. SUBMIT COLOR SAMPLES FROM PREFERRED MANUFACTURER FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL. NOTE: STRUCTURES ARE FOR DESIGN INTENT ONLY. ALL STRUCTURES REQUIRE SIGNED AND SEALED SHOP DRAWINGS BY A LICENSED STATE OF TEXAS STRUCTURAL ENGINEER W-1 CEDAR SLATS M-2 STEEL POST 8'-7 1/2"12'-0"8'-10" Shade Structure SouthEast Elevation AScale: 3/8" = 1'-0" NOTE: ALL WOOD MEMBERS TO BE ROUGH WESTERN RED CEDAR. SEAL WITH SEMI-TRANSPARANT OIL BASED STAIN. SUBMIT COLOR SAMPLES FROM PREFERRED MANUFACTURER FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL. NOTE: STRUCTURES ARE FOR DESIGN INTENT ONLY. ALL STRUCTURES REQUIRE SIGNED AND SEALED SHOP DRAWINGS BY A LICENSED STATE OF TEXAS STRUCTURAL ENGINEER COMPACTED SUBGRADE CONCRETE PIER; REF STRUCTURAL (NO CONCRETE TO SHOW) 46'-10 1/2"10"10'-0"8"M-2 STEEL POST C-1 CONCRETE B LH 3.01 CONCRETE PAVING JOINTS C LH 3.03 POST CONNECTION ENLAREGEMENT M-3 STEEL BEAM 12'-6"12'-3" 6" M-2 STEEL POST W-1 CEDAR SLAT 12'-3"8'-7 1/2" 1'-2 1/2" 2" MIN NON SHRINK GROUT TOP OF FOOTER STEEL BASE PLATE SELF LEVELING NUTS POST WELDED TO PLATE 8"C-1 CONCRETE B LH 3.01 CONCRETE PAVING JOINTS Arbor Post Connection Detail CScale: 3" = 1'-0"2"NOTE: POST CONNECTION IS FOR DESIGN INTENT ONLY. ALL STRUCTURES REQUIRE SIGNED AND SEALED SHOP DRAWINGS BY A LICENSED STATE OF TEXAS STRUCTURAL ENGINEER J-BOLTS HARDSCAPE DETAILSLH 3.03DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 9 33821 RBOR LAYOUT PLAN AScale: 3/8"=1'-0" 8" x 8" WOOD POST 2" x 4" WOOD JOIST 2" x 8" WOOD BEAMS, EACH SIDE OF POST 2" x 2" WOOD SLAT CL CL C L C L CL6'-5"1 0 " 10" 10" 10"10"2'-1/2" O.C. (TYP.)9 1 / 2 " O . C . T Y P ( F R O N T ) 1'- 4 " O . C . T Y P ( B A C K ) 24° 21 ° 24°21°ST-4 LIMESTONE BENCH ARBOR SECTION (FLATTENED)BScale: 3/8"=1'-0" EQUAL SPACING (RE: A/LH 3.05)EQUAL SPACING (RE: A/LH 3.05)EQUAL SPACING (RE: A/LH 3.05)EQUAL SPACING (RE: A/LH 3.05) 9-1/2" (TYP.) 8" x 8" WOOD POSTS 2" x 8" WOOD BEAMS, EACH SIDE OF POST 2" x 6" WOOD JOIST ATTACH WOOD BEAMS TO POST WITH S.S. BOLTS COMPACT SUBGRADE, REF. GEOTECH 2" x 2" WOOD SLAT, ATTACH TO WOOD JOISTS 1'-2" FINISH GRADE 9-1/2" (TYP.) 1'-2" CL CL CL CL CL J-BOLTS A & B LH 3.05ARBOR BEAM/JOISTS/ SLAT CONNECTIONS (TYP) NOTE: STRUCTURAL ENGINEERING TO BE PROVIDED BY OTHERS. SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL. ST-1 DECOMPOSED GRANITE 2 X 10 WOOD BOTTOM COLLAR AT BASE 2 X 10 WOOD BOTTOM COLLAR AT BASE A LH 3.01 LIMESTONE BENCH A LH 3.01 LIMESTONE BENCH ARBOR SECTION CScale: 3/8"=1'-0" 8" x 8" WOOD POSTS 2" x 8" WOOD BEAMS, EACH SIDE OF POST 2" x 6" WOOD JOIST ATTACH WOOD BEAMS TO POST WITH S.S. BOLTS 2" x 2" WOOD SLAT, ATTACH TO WOOD JOISTS 12'-0" FINISH GRADE C-1 CONCRETE PAVING (REF. HARDSCAPE PLANS) 8'-6" COMPACT SUBGRADE, REF. GEOTECH 1'-9"2'-1 1/2"2'-1 1/2"2'-1 1/2"2'-1 1/2"1'-9" CL CL J-BOLT CONNECTION8'-6"DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R HARDSCAPE DETAILSLH 3.04 CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 10 33921 RBOR BEAM/SLAT ENLARGEMENT AScale 1" = 1' - 0" 8" x 8" WOOD POST, (CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH FINAL SIZE) ATTACH BEAMS TO POST WITH S.S. BOLTS 2" x 8" WOOD BEAMS, EACH SIDE OF POST 2"8"8" 2" 2" x 2" WOOD SLAT ATTACH SLATS TO JOISTS 1'-4", TYP. 2" x 6" WOOD JOISTS6"NOTES: 1.DETAILS TO SHOW DESIGN INTENT. 2.DESIGN BUILD CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ARBOR, CONNECTIONS, AND FOOTINGS TO STRUCTURAL ENGINEER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. ARBOR JOIST ENLARGEMENT BScale 1" = 1' - 0"2"6"8"NOTES: 1.DETAILS TO SHOW DESIGN INTENT. 2.DESIGN BUILD CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ARBOR, CONNECTIONS, AND FOOTINGS TO STRUCTURAL ENGINEER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. ATTACH BEAMS TO POST WITH S.S. BOLTS 2" x 8" WOOD BEAMS, EACH SIDE OF POST 2" x 2" WOOD SLAT ATTACH SLATS TO JOISTS 2" x 6" WOOD JOIST 8" x 8" WOOD POST, (CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH FINAL SIZE)HARDSCAPE DETAILSLH 3.05DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 11 331021 ATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R HARDSCAPE DETAILSLH 3.06 OUTDOOR TABLE BN.T.S. CHAIR CN.T.S. TABLE DN.T.S. BENCH EN.T.S. BENCH EN.T.S. BARSTOOL FN.T.S. TRASH RECEPTACLE AN.T.S. FENCE GN.T.S. COLOR: SILVER COLOR: SILVER COLOR: IVY COLOR: SILVER COLOR: SILVER COLOR: IVY COLLAPSIBLE BOLLARD HN.T.S. CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 12 331121 ARDSCAPE DETAILSLH 3.07DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R FOUNTAIN INSPIRATION AN.T.S. NOTES: 1. CONTRACTOR TO ENSURE WATER CONNECTION TO FOUNTAIN. 2. CONTRACTOR TO ENSURE SANITARY SEWER CONNECTION TO FOUNTAIN. 3. CONTRACTOR TO UTILIZE EXISTING BOULDERS ON SITE IN FOUNTAIN DESIGN. 4. THE IMAGES PROVIDED ARE FOR INSPIRATION ONLY. 5. CONTRACTOR IS TO PROVIDE SIGNED AND SEALED SHOP DRAWINGS BY LICENSED ENGINEER SPECIALIZING IN AQUATICS FOR APPROVAL BY LANDSCAPE ARCHITECT AND OWNER. CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 13 331221 YMNASIUM PARKING GARAGE DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R NORTHGRADING PLANLG 1.01 NO GRADING ON THIS SHEET REFERENCE LG 1.02 LG 2.01 NOTES: 1.THE PROPOSED GRADING OF THE SITE IS BASED ON EXISTING CONTOURS PROVIDED BY A PREVIOUSLY OBTAINED SURVEY. ANY CHANGES/ CLEARING/ GRADING DONE AFTER THE PROVIDED SURVEY WILL NOT BE REFLECTED ON THIS PLAN. 2.CONTRACTOR IS TO CONFIRM THAT ALL SIDEWALKS AND MAIN PATHS OF TRAVEL ARE ADA ACCESSIBLE PER CURRENT SITE CONDITIONS. 3.PER TAS, CROSS SLOPES ARE NOT TO EXCEED 1.5% AND LONGITUDINAL SLOPES ARE NOT TO EXCEED 4.5% SLOPES. CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 14 331321 0 0 8 5 M S C X 51 6 . 9 2 30 0 8 6 M S C X 50 9 . 9 4 30 1 2 9 S S M H 50 7 . 8 1 30 1 3 4 CG G T 51 5 . 8 4 30 1 3 5 CG BC H SW 1 51 6 . 3 1 3 0 1 3 8 C G B C EC H SW 1 E C 51 3 . 0 3 30 1 3 9 C G G T EC 5 1 2 . 5 5 3 0 1 4 0CGGT B C 5 1 0 . 0 8 30 1 4 1 C G B C BC H SW 1 B C 51 0 . 5 6 30 1 4 5 C G B C 51 0 . 3 6 3 0 1 4 6 CG G T 50 9 . 8 9 3 0 1 4 7CGGT E C E 5 0 9 . 5 2 30 1 4 8 CG BC E C E 51 0 . 0 0 30 1 8 1 CG G T 52 4 . 6 3 30 1 8 2 C G B C 52 5 . 1 1 30 1 8 3 C G B C EC 52 5 . 8 3 3 0 1 8 4CGGT E C 5 2 5 . 3 9 30 1 8 5 CG G T E 52 5 . 9 2 3 0 1 8 6 CG BC E 52 5 . 9 5 3 0 1 9 0 CG BC 52 6 . 1 6 30 1 9 1 C G B C 52 6 . 2 3 30 1 9 2 C G B C BC 52 6 . 2 2 30 1 9 3 CGG T B C 52 5 . 7 8 3 0 1 9 4CGGT 5 2 5 . 6 7 3 0 1 9 5 CG G T E C 52 5 . 7 3 30 1 9 6 C G G T BC 5 2 5 . 7 4 30 1 9 7 CG G T 52 6 . 0 6 30 1 9 8 CG BC 52 6 . 5 4 3 0 1 9 9 CG BC E C 52 6 . 7 1 3 0 2 0 0 CG G T E C 52 6 . 1 9 30 2 0 1 CGG T 5 2 6 . 5 8 3 0 2 0 2CGBC5 2 7 . 1 0 3 0 2 0 3 CG BC 52 7 . 2 1 30 2 0 4 C G G T 52 6 . 6 6 30 2 0 5 C GG T E 52 6 . 4 6 30 2 0 6 C G B C E 52 6 . 9 7 3 0 2 2 7 T C P B A T T 51 0 . 7 4 3 0 2 3 4 T C P B 5 0 7 . 0 2 30 2 3 8 TC P B A T T 50 9 . 1 0 30 2 3 9 G M P A T T 50 8 . 8 8 30 2 4 0 G M P 50 7 . 3 6 30 2 4 2 C K B S 3 0 0 0 6 5 1 0 . 3 7 30 2 8 1 PWGA50 8 . 2 7 3 0 2 8 2 PW G A 50 8 . 4 9 30 2 8 3 PW P C 50 8 . 4 0 30 2 8 4 PWP50 8 . 6 4 3 0 2 9 2 T C P B 5 0 8 . 6 3 30 2 9 3GMP5 0 8 . 1 6 30 2 9 8 PW P 5 1 1 . 4 9 30 2 9 9 PWT R E 5 1 3 . 2 1 30 3 0 0 GM T 51 2 . 6 0 3 0 3 0 1 PWP B 51 3 . 6 1 3 0 3 0 2 PW P C 51 2 . 1 2 30 3 0 3GMP F IB E R O P T I C 5 1 4 . 2 1 30 3 0 4 S S M H 51 2 . 8 3 30 3 0 5 S S M H 51 0 . 7 6 30 3 1 0 G M P 51 7 . 3 0 30 3 1 1 PW P C 51 7 . 1 0 3 0 3 1 2 PW G A 5 1 7 . 2 0 30 3 1 4 PW T R 51 5 . 2 4 30 3 1 5 PW T R 51 5 . 2 7 30 3 1 6 PW T R 51 4 . 9 6 30 3 1 7 PW T R 51 4 . 9 3 30 3 3 0 C G B C 52 4 . 2 1 30 3 3 1 C G G T 52 3 . 6 4 30 3 3 3 C GG T 52 4 . 1 7 30 3 3 4 CG BC 52 4 . 6 3 30 3 3 9 C G B C 52 4 . 9 7 3 0 3 4 0CGGT 52 4 . 5 1 30 3 4 1 C G G T 52 4 . 8 4 3 0 3 4 2 CG BC 52 5 . 3 3 30 3 4 7 C G B C 52 5 . 6 9 3 0 3 4 8CGGT 5 2 5 . 2 1 30 3 4 9 C G G T E 52 5 . 1 9 30 3 5 0 C G B C E 52 5 . 9 3 30 3 6 4 CG B C 5 2 6 . 0 0 30 3 6 5 C G G T 52 5 . 3 0 30 3 6 6 CGG T 52 5 . 7 4 30 3 6 7 C G B C 5 2 6 . 2 5 3 0 3 7 2CGBC52 6 . 3 5 30 3 7 3 CGG T 5 2 5 . 8 8 30 3 7 4 C GG T 52 6 . 2 1 3 0 3 7 5 C G B C 52 6 . 7 1 30 3 8 0 C G B C E 52 6 . 9 8 3 0 3 8 1 CG G T E 52 6 . 4 8 30 5 9 5 CK B S 3 0 0 0 6 51 0 . 3 7 3 0 5 9 6 CKB S 3 0 0 0 6 51 0 . 3 6 30 6 2 8 RI P RA P 4 9 9 . 4 4 30 6 2 9 RI P RA P 4 9 8 . 7 5 30 6 3 0 RIP R A P 49 7 . 3 0 30 6 3 1 RI P RA P 49 5 . 3 4 30 6 3 2 RIP R A P 49 7 . 3 4 30 6 3 6 RIP R A P 49 4 . 4 5 30 6 3 7 RI P RA P 49 4 . 6 0 3 0 6 3 8 RI P R A P 49 3 . 7 9 30 6 3 9 RI P R A P 49 3 . 8 4 3 0 6 4 3 RO C K D AM 49 3 . 2 7 30 6 4 4 R O C K DAM 49 3 . 2 4 30 6 4 5 RO C K D AM 49 3 . 1 7 30 6 4 6 R O C K D AM 4 9 2 . 7 2 30 6 4 7 RIP R A P 49 1 . 0 3 30 6 4 8 RI P R A P 49 1 . 3 7 3 0 6 4 9 RI P R A P 49 1 . 2 4 30 6 5 9 RIP R A P 4 9 1 . 3 5 3 0 6 7 1CK B S 3 0 0 0 6 51 0 . 3 2 30 6 7 2 C K BS 3 0 0 8 6 50 9 . 9 2 30 7 6 2 RIP R A P 50 3 . 2 5 30 7 6 3 RI P R A P 50 3 . 7 8 30 7 6 4 RIP R A P 50 3 . 7 5 3 0 7 6 5RIP R AP 50 3 . 4 0 3 0 7 6 6 RI P R A P 49 8 . 2 0 3 0 7 6 7 RI P R A P 49 7 . 7 7 30 7 6 8 RI P R A P 49 5 . 5 6 30 7 7 8 RI P R A P 51 2 . 9 3 30 7 7 9 RIP R A P 51 3 . 7 3 3 0 7 8 0 RI P R A P 51 2 . 2 1 30 7 8 4 RIP R A P 50 1 . 8 0 30 8 0 9 SSMH51 1 . 4 7T 3 0 8 8 4SSMH51 5 . 1 8 30 1 2 8 S SM H 50 9 . 9 7 T BLDG. A APPROXIMATE LOCATION CITY OF GRAPEVINE, TEXAS UTILITY ESMT. (TRACT 5) VOL. 12168, PG. 2082 D.R.T.C.T. APPROXIMATE LOCATION 40' PERMANENT EASEMENT TEXAS MIDSTREAM GAS SERVICE, LLC. 20080322878, O.P.R.D.C.T. CITY OF GRAPEVINE, TEXAS 25' WATER, SANITARY SEWER AND CITY OF GRAPEVINE TELECOMMUNICATION EASEMENT D214248504, O.P.R.T.C.T.DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R GRADING PLANLG 1.02NORTHREFERENCE LG 1.01 NOTES: 1.THE PROPOSED GRADING OF THE SITE IS BASED ON EXISTING CONTOURS PROVIDED BY A PREVIOUSLY OBTAINED SURVEY. ANY CHANGES/ CLEARING/ GRADING DONE AFTER THE PROVIDED SURVEY WILL NOT BE REFLECTED ON THIS PLAN. 2.CONTRACTOR IS TO CONFIRM THAT ALL SIDEWALKS AND MAIN PATHS OF TRAVEL ARE ADA ACCESSIBLE PER CURRENT SITE CONDITIONS. 3.PER TAS, CROSS SLOPES ARE NOT TO EXCEED 1.5% AND LONGITUDINAL SLOPES ARE NOT TO EXCEED 4.5% SLOPES. CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 15 331421 0 0 8 5 M S C X 51 6 . 9 2 30 0 8 6 M S C X 50 9 . 9 4 30 1 2 9 S S M H 50 7 . 8 1 30 1 3 4 CG G T 51 5 . 8 4 30 1 3 5 CG BC H SW 1 51 6 . 3 1 3 0 1 3 8 C G B C EC H SW 1 E C 51 3 . 0 3 30 1 3 9 C G G T EC 5 1 2 . 5 5 3 0 1 4 0CGGT B C 5 1 0 . 0 8 30 1 4 1 C G B C BC H SW 1 B C 51 0 . 5 6 30 1 4 5 C G B C 51 0 . 3 6 3 0 1 4 6 CG G T 50 9 . 8 9 3 0 1 4 7CGGT E C E 5 0 9 . 5 2 30 1 4 8 CG BC E C E 51 0 . 0 0 30 1 8 1 CG G T 52 4 . 6 3 30 1 8 2 C G B C 52 5 . 1 1 30 1 8 3 C G B C EC 52 5 . 8 3 3 0 1 8 4CGGT E C 5 2 5 . 3 9 30 1 8 5 CG G T E 52 5 . 9 2 3 0 1 8 6 CG BC E 52 5 . 9 5 3 0 1 9 0 CG BC 52 6 . 1 6 30 1 9 1 C G B C 52 6 . 2 3 30 1 9 2 C G B C BC 52 6 . 2 2 30 1 9 3 CGG T B C 52 5 . 7 8 3 0 1 9 4CGGT 5 2 5 . 6 7 3 0 1 9 5 CG G T E C 52 5 . 7 3 30 1 9 6 C G G T BC 5 2 5 . 7 4 30 1 9 7 CG G T 52 6 . 0 6 30 1 9 8 CG BC 52 6 . 5 4 3 0 1 9 9 CG BC E C 52 6 . 7 1 3 0 2 0 0 CG G T E C 52 6 . 1 9 30 2 0 1 CGG T 5 2 6 . 5 8 3 0 2 0 2CGBC5 2 7 . 1 0 3 0 2 0 3 CG BC 52 7 . 2 1 30 2 0 4 C G G T 52 6 . 6 6 30 2 0 5 C GG T E 52 6 . 4 6 30 2 0 6 C G B C E 52 6 . 9 7 3 0 2 2 7 T C P B A T T 51 0 . 7 4 3 0 2 3 4 T C P B 5 0 7 . 0 2 30 2 3 8 TC P B A T T 50 9 . 1 0 30 2 3 9 G M P A T T 50 8 . 8 8 30 2 4 0 G M P 50 7 . 3 6 30 2 4 2 C K B S 3 0 0 0 6 5 1 0 . 3 7 30 2 8 1 PWGA50 8 . 2 7 3 0 2 8 2 PW G A 50 8 . 4 9 30 2 8 3 PW P C 50 8 . 4 0 30 2 8 4 PWP50 8 . 6 4 3 0 2 9 2 T C P B 5 0 8 . 6 3 30 2 9 3GMP5 0 8 . 1 6 30 2 9 8 PW P 5 1 1 . 4 9 30 2 9 9 PWT R E 5 1 3 . 2 1 30 3 0 0 GM T 51 2 . 6 0 3 0 3 0 1 PWP B 51 3 . 6 1 3 0 3 0 2 PW P C 51 2 . 1 2 30 3 0 3GMP F IB E R O P T I C 5 1 4 . 2 1 30 3 0 4 S S M H 51 2 . 8 3 30 3 0 5 S S M H 51 0 . 7 6 30 3 1 0 G M P 51 7 . 3 0 30 3 1 1 PW P C 51 7 . 1 0 3 0 3 1 2 PW G A 5 1 7 . 2 0 30 3 1 4 PW T R 51 5 . 2 4 30 3 1 5 PW T R 51 5 . 2 7 30 3 1 6 PW T R 51 4 . 9 6 30 3 1 7 PW T R 51 4 . 9 3 30 3 3 0 C G B C 52 4 . 2 1 30 3 3 1 C G G T 52 3 . 6 4 30 3 3 3 C GG T 52 4 . 1 7 30 3 3 4 CG BC 52 4 . 6 3 30 3 3 9 C G B C 52 4 . 9 7 3 0 3 4 0CGGT 52 4 . 5 1 30 3 4 1 C G G T 52 4 . 8 4 3 0 3 4 2 CG BC 52 5 . 3 3 30 3 4 7 C G B C 52 5 . 6 9 3 0 3 4 8CGGT 5 2 5 . 2 1 30 3 4 9 C G G T E 52 5 . 1 9 30 3 5 0 C G B C E 52 5 . 9 3 30 3 6 4 CG B C 5 2 6 . 0 0 30 3 6 5 C G G T 52 5 . 3 0 30 3 6 6 CGG T 52 5 . 7 4 30 3 6 7 C G B C 5 2 6 . 2 5 3 0 3 7 2CGBC52 6 . 3 5 30 3 7 3 CGG T 5 2 5 . 8 8 30 3 7 4 C GG T 52 6 . 2 1 3 0 3 7 5 C G B C 52 6 . 7 1 30 3 8 0 C G B C E 52 6 . 9 8 3 0 3 8 1 CG G T E 52 6 . 4 8 30 5 9 5 CK B S 3 0 0 0 6 51 0 . 3 7 3 0 5 9 6 CKB S 3 0 0 0 6 51 0 . 3 6 30 6 2 8 RI P RA P 4 9 9 . 4 4 30 6 2 9 RI P RA P 4 9 8 . 7 5 30 6 3 0 RIP R A P 49 7 . 3 0 30 6 3 1 RI P RA P 49 5 . 3 4 30 6 3 2 RIP R A P 49 7 . 3 4 30 6 3 6 RIP R A P 49 4 . 4 5 30 6 3 7 RI P RA P 49 4 . 6 0 3 0 6 3 8 RI P R A P 49 3 . 7 9 30 6 3 9 RI P R A P 49 3 . 8 4 3 0 6 4 3 RO C K D AM 49 3 . 2 7 30 6 4 4 R O C K DAM 49 3 . 2 4 30 6 4 5 RO C K D AM 49 3 . 1 7 30 6 4 6 R O C K D AM 4 9 2 . 7 2 30 6 4 7 RIP R A P 49 1 . 0 3 30 6 4 8 RI P R A P 49 1 . 3 7 3 0 6 4 9 RI P R A P 49 1 . 2 4 30 6 5 9 RIP R A P 4 9 1 . 3 5 3 0 6 7 1CK B S 3 0 0 0 6 51 0 . 3 2 30 6 7 2 C K BS 3 0 0 8 6 50 9 . 9 2 30 7 6 2 RIP R A P 50 3 . 2 5 30 7 6 3 RI P R A P 50 3 . 7 8 30 7 6 4 RIP R A P 50 3 . 7 5 3 0 7 6 5RIP R AP 50 3 . 4 0 3 0 7 6 6 RI P R A P 49 8 . 2 0 3 0 7 6 7 RI P R A P 49 7 . 7 7 30 7 6 8 RI P R A P 49 5 . 5 6 30 7 7 8 RI P R A P 51 2 . 9 3 30 7 7 9 RIP R A P 51 3 . 7 3 3 0 7 8 0 RI P R A P 51 2 . 2 1 30 7 8 4 RIP R A P 50 1 . 8 0 30 8 0 9 SSMH51 1 . 4 7T 3 0 8 8 4SSMH51 5 . 1 8 30 1 2 8 S SM H 50 9 . 9 7 T BLDG. A 508 507 506 505 509 510 511 502 503 504 500 501 506 505 504 503 507 506 508 509 510 505 EW: 506.00 TW: 510.00 BW: 507.00 TW: 510.80 BW: 508.00 TW: 511.85 BW: 509.00 EW: 511.00 HIGH POINT AT CENTER OF ARBOR / STONE WALL. CONTRACTOR TO GRADE EXISTING AREA TO DIRECT WATER AROUND STRUCTURE. HP TS: 505 BS: 504.8 TS: 500.96 BS: 500.56 TS: 500.96 BS: 500.56 TS: 505 BS: 504.8 9 EQUAL STEPS 4.5%3. 0 % 4.3 %4.4%2.4% 2.4%3.5%3.7%4.0%2. 0 %4.3%4.3%APPROXIMATE LOCATION CITY OF GRAPEVINE, TEXAS UTILITY ESMT. (TRACT 5) VOL. 12168, PG. 2082 D.R.T.C.T. APPROXIMATE LOCATION 40' PERMANENT EASEMENT TEXAS MIDSTREAM GAS SERVICE, LLC. 20080322878, O.P.R.D.C.T. CITY OF GRAPEVINE, TEXAS 25' WATER, SANITARY SEWER AND CITY OF GRAPEVINE TELECOMMUNICATION EASEMENT D214248504, O.P.R.T.C.T.DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R GRADING PLANLG 1.02NORTHREFERENCE LG 1.01 NOTES: 1.THE PROPOSED GRADING OF THE SITE IS BASED ON EXISTING CONTOURS PROVIDED BY A PREVIOUSLY OBTAINED SURVEY. ANY CHANGES/ CLEARING/ GRADING DONE AFTER THE PROVIDED SURVEY WILL NOT BE REFLECTED ON THIS PLAN. 2.CONTRACTOR IS TO CONFIRM THAT ALL SIDEWALKS AND MAIN PATHS OF TRAVEL ARE ADA ACCESSIBLE PER CURRENT SITE CONDITIONS. 3.PER TAS, CROSS SLOPES ARE NOT TO EXCEED 1.5% AND LONGITUDINAL SLOPES ARE NOT TO EXCEED 4.5% SLOPES. CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 15 331521 YMNASIUM PARKING GARAGE 512 513514516517518519521 522 523 524 526 527 528 529 515520 52552652 5 524 523 522 521 520 519 518 527 526 525 524 523 522 521 520 RETAINING WALL (BY OTHERS, REF. CIVIL PLANS) PARKING VESTIBULE RECEPTION TRA 132 LAN 22 LAL 19 LIR 51 LAL 11 LAL 5 LAN 19 LAN 41LAN 23 LAL 10 TRA 219 LIR 21 LIR 50 TRA 27 LAL 15 TRA 53 LAL 16 HEO 37ANN 185 LAL 28 LAL 11 LAL 47 EUF 61 ECH 5 RUD 3 RHC 18 ILX 4 ILX 1 ILX 1 RHC 9 12 IDB 50 PEN 12 RHC 19 IDB 83 PEN 9 RHC PEN 92 PEN 97 54 PEN 1 ILX 1 ILX 54 PEN 14 RHC 4 ILX PEN 45 PEN 81 PEN 120 19 RHC 19 RHC 17 LEG MUH 26 57 LEU 38 RHC 9 ABE RHC 14 IDB 10 RHC 12 IDB 19 MUH 106 LEU 34 22 LEU 37 LEU 16 MUH MUH 24 LEU 25 MUH 47 UC 2 QS GB 2 QS 3 PC 2 QV 4 BBK 6 CAR 26 25 BEB CAR 18 20 BEB 21 ILN 31 SAL 7 SAL 49 ABE ABE 34 ABE 30 ABE 33 QS 1 GB 2 25 MUH ABE 12 LEU 66 QV 1 92 NAT NAT 93 LAN 26 ANN 104NAT 93 20 NAT ANN 80 EUF 48 71 NAT LAN 21 ILN 7 ABE 2 BBK 4 4 CAR QV 1 1 QS 2 PC 3 QV 1 QV SOD STEEL EDGING (TYP.) MULCH (TYP.) MULCH (TYP.) SOD DECOMPOSED GRANITE (TYP.)FENCE (BY OTHERS) FENCE (BY OTHERS) FENCE (BY OTHERS) FENCE (BY OTHERS) NORTH BUFFER REQUIREMENT TREES *WEST PERIMETER TREES MOVED TO POND AREA *(1)SOUTH PERIMETER TREES MOVED TO POND AREADECOMPOSED GRANITE (TYP.) LANDSCAPE BOULDERS TO BE USED FROM EXISTING BOULDERS ON SITE LANDSCAPE BOULDERS TO BE USED FROM EXISTING BOULDERS ON SITE LANDSCAPE BOULDERS TO BE USED FROM EXISTING BOULDERS ON SITE ENTRY MONUMENT DECOMPOSED GRANITE (TYP.) LIR 77 HEO 10 GAL 2 HEO 8 HEO 4 25 LAN 13 LAN 11 LAN 20 LAL 18 LAL 34 LAL 46 LAN 44 LAL 21 LIR 14 LAN 43 ECH 32 LIR 265 TRA 110 ANN 60 EUF 26 LAN 104 ANN 62 EUF 62 EUF 22 LAN 58 ANN 20 LAN 9 TRA 3 GAL 218 TRA 63 LIR 187 EUF 175 EUF 80 EUF 109 EUF TRA 101 LIR LIR 15 LIR 35 2 GAL VC 1 SOD DECOMPOSED GRANITE GB 1 AB 1 GB 1 AB 1 GB 1 1 AB 1 GB 1 AB 1 QV GB 1 AB 1 1 QV 31 LEU PC 1 PC 1 1 QV DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R NORTHLANDSCAPE PLANLP 1.01 LP 2.01 REFERENCE LP 1.02 CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 17 331621 0 0 4 0WLR T 5 1 0 . 1 9 30 0 4 1WLR T 51 0 . 2 0 30 0 4 2WLR T 5 1 0 . 5 4 30 0 4 3WL R T 51 0 . 6 2 30 0 4 4WL R T 51 0 . 9 4 30 0 4 5 W L R T 51 0 . 9 5 30 0 4 6WLR T 5 1 1 . 2 7 30 0 4 7WL R T 51 1 . 1 9 3 0 0 4 8 W L R T 51 1 . 5 1 3 0 0 4 9WLR T 5 1 1 . 6 9 3 0 0 5 0WLR T 51 2 . 0 1 30 0 5 1WLR T 51 1 . 9 5 30 0 5 2WLR T 51 2 . 3 0 30 0 5 3WLRT 5 1 2 . 2 6 30 0 5 4WL R T 51 2 . 5 8 30 0 5 5WLR T 5 1 2 . 5 3 30 0 5 6WLR T 5 1 2 . 8 4 30 0 5 7 W L R T 51 2 . 9 1 3 0 0 5 8 W L R T 51 3 . 2 3 30 0 5 9WLR T 51 3 . 6 6 3 0 0 6 0WLRT 5 1 3 . 7 0 30 0 6 1WL R T 51 3 . 7 1 30 0 6 2WLR T 5 1 4 . 0 5 30 0 6 3WLR T 51 4 . 0 4 3 0 0 6 4WLR T 51 4 . 3 8 3 0 0 6 5 W L R T 51 4 . 0 7 3 0 0 6 6WLR T 51 4 . 4 1 3 0 0 6 7 W L R T 51 4 . 3 9 3 0 0 6 8WLR T 5 1 4 . 7 3 3 0 0 6 9WLRT51 4 . 7 5 3 0 0 7 0WLR T 5 1 5 . 4 1 30 0 7 1WLR T 5 1 5 . 4 3 3 0 0 7 2 W L R T 51 5 . 7 7 30 0 7 3 W L R T 51 5 . 7 3 30 0 7 4WLR T 51 6 . 0 7 30 0 7 5WL R T 51 6 . 0 3 3 0 0 7 6 W L R T 51 6 . 3 6 30 0 7 7WLR T 51 6 . 3 7 3 0 0 7 8WLR T 5 1 6 . 7 0 30 0 7 9WLR T 5 1 6 . 6 3 3 0 0 8 0WLR T 5 1 6 . 6 1 30 0 8 1WL R T 51 6 . 7 1 3 0 0 8 2 W L R T 51 6 . 0 3 30 0 8 5 M S C X 51 6 . 9 2 30 0 8 6 M S C X 50 9 . 9 4 3 0 0 8 7 W L R T 1 51 2 . 2 2 30 0 8 8 W L R T 1 51 2 . 2 8 3 0 0 8 9WLR T 1 5 1 2 . 6 0 30 0 9 0WL R T 1 51 2 . 9 4 3 0 0 9 1WLR T 1 51 2 . 9 5 30 0 9 2WLR T 1 5 1 2 . 9 8 30 0 9 3WL R T 1 51 2 . 6 2 30 0 9 4WL R T 1 51 2 . 6 4 30 0 9 5WLR T 1 51 2 . 2 9 30 0 9 6WLR T 1 5 1 2 . 2 9 30 0 9 7 W L R T 1 51 1 . 9 5 30 0 9 8WLR T 1 51 1 . 9 7 3 0 0 9 9WLR T 1 5 1 1 . 6 3 30 1 0 0WL R T 1 51 1 . 6 1 30 1 0 1WLR T 1 51 1 . 2 7 3 0 1 0 2 W L R T 1 51 1 . 2 6 3 0 1 0 3WLR T 1 51 0 . 9 4 3 0 1 0 4WLR T 1 5 1 1 . 0 2 30 1 0 5WL R T 1 5 1 0 . 6 6 30 1 0 6WL R T 1 51 0 . 1 5 30 1 0 7 W L R T 1 50 9 . 8 0 3 0 1 0 8WLR T 1 50 9 . 8 2 30 1 0 9WLR T 1 5 0 9 . 4 8 3 0 1 1 0 W L R T 1 50 9 . 4 5 30 1 1 1WL R T 1 50 9 . 1 3 30 1 1 2WL R T 1 50 9 . 1 7 30 1 1 3WLR T 1 50 8 . 8 1 30 1 1 4WL R T 1 50 8 . 8 2 3 0 1 1 5WLR T 1 5 0 8 . 5 3 30 1 1 6WL R T 1 50 8 . 4 8 30 1 1 7WLR T 1 50 8 . 1 6 3 0 1 1 8WLR T 1 E 5 0 8 . 1 7 30 1 1 9WL R B 50 7 . 4 9 30 1 2 0WLR B 5 0 7 . 7 8 30 1 2 1WLR B 5 0 7 . 9 6 30 1 2 2WL R B 50 8 . 1 5 30 1 2 3WL R B 50 8 . 8 0 30 1 2 4WL R B 50 9 . 4 9 30 1 2 5WL R B 50 9 . 8 7 30 1 2 6WLR B 5 1 0 . 4 2 30 1 2 7WLR B E 5 1 0 . 7 6 30 1 2 9 S SM H 50 7 . 8 1 3 0 1 3 4 CG G T 51 5 . 8 4 3 0 1 3 5 CG BC H SW 1 51 6 . 3 1 30 1 3 8 C G B C EC H SW 1 E C 51 3 . 0 3 30 1 3 9 C G G T EC 51 2 . 5 5 30 1 4 0 CGG T BC 5 1 0 . 0 8 30 1 4 1 C G B C BC H SW 1 BC 51 0 . 5 6 30 1 4 5 C G B C 51 0 . 3 6 3 0 1 4 6CGGT 50 9 . 8 9 30 1 4 7CGGT E C E 5 0 9 . 5 2 30 1 4 8 CG BC E C E 51 0 . 0 0 3 0 1 8 1 CG G T 52 4 . 6 3 30 1 8 2 CG BC 52 5 . 1 1 30 1 8 3 C G B C EC 52 5 . 8 3 30 1 8 4 CGG T EC 5 2 5 . 3 9 3 0 1 8 5CGGT E 52 5 . 9 2 3 0 1 8 6CGBC E 5 2 5 . 9 5 3 0 1 9 0CGBC5 2 6 . 1 6 30 1 9 1 CG BC 52 6 . 2 3 30 1 9 2 C G B C BC 52 6 . 2 2 30 1 9 3 CGG T BC 52 5 . 7 8 30 1 9 4CGGT5 2 5 . 6 7 3 0 1 9 5CGGT E C 5 2 5 . 7 3 30 1 9 6 C G G T B C 52 5 . 7 4 3 0 1 9 7CGGT 52 6 . 0 6 30 1 9 8 CG BC 52 6 . 5 4 3 0 1 9 9CGBC E C 5 2 6 . 7 1 3 0 2 0 0CGGT E C 5 2 6 . 1 9 30 2 0 1 C GG T 52 6 . 5 8 30 2 0 2 CG B C 5 2 7 . 1 0 3 0 2 0 3CGBC5 2 7 . 2 1 30 2 0 4 C G G T 52 6 . 6 6 30 2 0 5 C G G T E 52 6 . 4 6 30 2 0 6 C G B C E 52 6 . 9 7 30 2 0 8NGTO P 5 2 5 . 9 8 30 2 0 9 N G TO P 52 6 . 4 6 30 2 1 2 N G T O P 52 6 . 0 8 30 2 1 3 NG T O P 52 5 . 4 2 30 2 1 6 N G TO P 52 4 . 5 9 30 2 1 7 NG T O P 52 3 . 4 1 30 2 2 1NGTO P 5 1 9 . 4 4 30 2 2 2 N G T O P 51 6 . 2 4 30 2 2 3 N G TO P E 51 2 . 7 2 3 0 2 2 7 T C P B A T T 5 1 0 . 7 4 3 0 2 2 9 N G T O E 51 1 . 7 2 30 2 3 0 N G T O E 51 0 . 2 3 30 2 3 1 NG T O E 5 0 7 . 6 7 3 0 2 3 2 NG T O E 50 7 . 2 1 3 0 2 3 3 NG TO E 50 7 . 4 1 30 2 3 4 T C PB 5 0 7 . 0 2 30 2 3 5 NG T O E 50 7 . 6 2 30 2 3 6 N G T O E 51 0 . 2 7 30 2 3 7 NG T O E 5 1 0 . 6 5 3 0 2 3 8 T C P B A T T 50 9 . 1 0 3 0 2 3 9 G M P A T T 50 8 . 8 8 3 0 2 4 0GMP 50 7 . 3 6 30 2 4 2 C K B S 3 0 0 0 6 51 0 . 3 7 3 0 2 4 3NGTO P 1 5 0 9 . 4 9 30 2 4 4 NG TOP 1 50 9 . 9 9 30 2 4 5 NG TOP 1 50 8 . 1 8 3 0 2 4 6NGTO P 1 E 50 7 . 2 3 3 0 2 5 2NGTO P 1 5 0 5 . 9 4 3 0 2 5 3 NG TOP 1 50 5 . 5 0 30 2 5 4 N G T O P 1 50 6 . 4 2 3 0 2 5 5 NG TOP 1 E 50 6 . 5 0 3 0 2 5 6NGTO E 1 4 9 5 . 0 0 30 2 5 7 NG TOE 1 49 5 . 6 1 30 2 5 8 N G TO E 1 E 49 6 . 9 6 30 2 5 9 N G T O E 1 49 6 . 0 5 30 2 6 0 NG TOE 1 49 7 . 6 9 30 2 6 1 N G T O E 1 50 0 . 7 1 3 0 2 6 2 NG TOE 1 50 1 . 2 0 30 2 6 3 NG T O E 1 49 5 . 4 2 30 2 6 4 NG T O E 1 E 49 5 . 7 1 30 2 8 1 PWGA50 8 . 2 7 3 0 2 8 2 PW G A 5 0 8 . 4 9 30 2 8 3 P W P C 50 8 . 4 0 30 2 8 4 PW P 50 8 . 6 4 30 2 9 2 T C P B 5 0 8 . 6 3 30 2 9 3 GM P 50 8 . 1 6 30 2 9 8 PWP51 1 . 4 9 30 2 9 9 PW T R E 51 3 . 2 1 30 3 0 0 GM T 51 2 . 6 0 30 3 0 1 PW P B 51 3 . 6 1 3 0 3 0 2PWPC 51 2 . 1 2 3 0 3 0 3GMP F IB E R O P T I C 51 4 . 2 1 30 3 0 4 S SM H 51 2 . 8 3 30 3 0 5 S S M H 51 0 . 7 6 30 3 1 0 G M P 51 7 . 3 0 30 3 1 1 PW P C 51 7 . 1 0 30 3 1 2 PW G A 5 1 7 . 2 0 30 3 1 4 PW T R 51 5 . 2 4 3 0 3 1 5 PW T R 51 5 . 2 7 30 3 1 6 PW T R 5 1 4 . 9 6 3 0 3 1 7 PW T R 51 4 . 9 3 30 3 2 0 N G T O E 51 0 . 6 4 3 0 3 2 1NGT O E 5 1 1 . 4 1 30 3 2 2 N G T O E 5 1 3 . 0 2 3 0 3 2 3NGTO E 5 1 4 . 1 2 30 3 2 4 N G TO E 51 3 . 8 8 30 3 2 5 N G T O E 51 5 . 0 1 3 0 3 2 6 NG TOE 51 6 . 5 3 30 3 2 7 NG TOE 51 7 . 7 8 3 0 3 2 8 NG TOE E 51 8 . 5 0 30 3 2 9 NG T O P 52 4 . 0 3 30 3 3 0 CG BC 52 4 . 2 1 30 3 3 1 CG G T 52 3 . 6 4 30 3 3 3 CGG T 52 4 . 1 7 3 0 3 3 4CGBC52 4 . 6 3 3 0 3 3 6 NG TOP 52 4 . 4 3 3 0 3 3 7NGTO P 5 2 4 . 5 2 30 3 3 9 CG BC 52 4 . 9 7 3 0 3 4 0CGGT5 2 4 . 5 1 30 3 4 1 C G G T 52 4 . 8 4 3 0 3 4 2CGBC5 2 5 . 3 3 30 3 4 4 N G T O P 52 4 . 7 6 30 3 4 5 NG T O P 52 5 . 2 1 30 3 4 7 CG BC 52 5 . 6 9 30 3 4 8CGGT5 2 5 . 2 1 30 3 4 9 C G G T E 52 5 . 1 9 30 3 5 0 C G B C E 52 5 . 9 3 30 3 6 3 NG T O P 5 2 5 . 3 7 30 3 6 4 C G B C 52 6 . 0 0 30 3 6 5 CG G T 52 5 . 3 0 30 3 6 6 C G G T 52 5 . 7 4 30 3 6 7 C G B C 52 6 . 2 5 30 3 6 9 N G T O P 52 5 . 1 8 30 3 7 0 N G T O P 52 5 . 4 9 3 0 3 7 2CGBC5 2 6 . 3 5 30 3 7 3 C GG T 52 5 . 8 8 30 3 7 4 CGG T 52 6 . 2 1 30 3 7 5 C G B C 52 6 . 7 1 3 0 3 7 7 NG TOP 52 6 . 0 6 30 3 7 8 N G T O P E 5 2 6 . 0 1 30 3 8 0 C G B C E 52 6 . 9 8 3 0 3 8 1CGGT E 5 2 6 . 4 8 3 0 5 9 5 CK B S 3 0 0 0 6 51 0 . 3 7 3 0 5 9 6 CKB S 3 0 0 0 6 51 0 . 3 6 3 0 6 2 4 NG T B 50 4 . 5 6 30 6 2 5 NG T B 50 3 . 7 5 30 6 2 6 NG T B E 50 3 . 5 8 30 6 2 8 RI P RA P 49 9 . 4 4 30 6 2 9 RI P RA P 49 8 . 7 5 30 6 3 0 RIP R A P 49 7 . 3 0 30 6 3 1 RI P R A P 49 5 . 3 4 30 6 3 2 RIP R A P 49 7 . 3 4 3 0 6 3 3NGF L 49 5 . 1 2 30 6 3 4 N G F L 49 3 . 8 5 30 6 3 6 RIP R A P 49 4 . 4 5 30 6 3 7 RIP R A P 49 4 . 6 0 3 0 6 3 8RIP R AP 49 3 . 7 9 30 6 3 9 RI P RA P 49 3 . 8 4 30 6 4 2 NG F L 49 2 . 9 0 3 0 6 4 3ROCK D A M 4 9 3 . 2 7 30 6 4 4 R O C K DAM 49 3 . 2 4 30 6 4 5 R O C K D AM 49 3 . 1 7 30 6 4 6 RO C K D AM 49 2 . 7 2 30 6 4 7 RIP R A P 49 1 . 0 3 30 6 4 8 RI P R A P 49 1 . 3 7 3 0 6 4 9RIP R AP 49 1 . 2 4 30 6 5 9 RIP R A P 49 1 . 3 5 30 6 6 0NGFL 4 9 1 . 9 1 30 6 6 1 N G F L 49 1 . 5 2 3 0 6 6 2NGF L 49 0 . 8 1 30 6 6 3 NG F L 49 1 . 0 6 30 6 6 4 N G F L 49 0 . 7 3 30 6 6 5WLR B 5 0 8 . 9 5 30 6 6 6WL R B 49 6 . 1 6 30 6 6 7WLR B 49 4 . 7 9 3 0 6 6 8WLRB49 4 . 6 9 30 6 6 9WL R B 49 4 . 8 2 30 6 7 0WLR B 50 2 . 6 9 3 0 6 7 1CK B S 3 0 0 0 6 5 1 0 . 3 2 30 6 7 2 C K BS 3 0 0 8 6 50 9 . 9 2 30 6 7 3 NG F L 49 1 . 0 6 30 6 7 4 N G F L 4 9 0 . 3 5 30 6 7 5 N G F L 49 0 . 7 0 3 0 6 7 6NGF L 49 0 . 9 3 30 6 7 7 NG TOE 49 4 . 3 1 30 6 7 8 NG T O E 49 4 . 2 7 30 6 7 9 NG TOE E 49 5 . 5 6 3 0 6 8 5NGT B 4 9 7 . 3 4 30 6 8 6NGT B 4 9 3 . 6 1 30 6 8 7 N G T B 49 5 . 0 5 30 6 8 8 N G T B 49 5 . 5 0 30 6 8 9 N G T B R I P RA P 49 7 . 3 5 3 0 6 9 0WLRB49 6 . 6 4 30 6 9 1WLR B 49 7 . 3 7 30 6 9 2 W L R B B C 49 8 . 5 0 3 0 6 9 3 W L R B 49 8 . 5 0 3 0 6 9 4NGT B 49 8 . 2 3 30 6 9 5 N G T B E 49 6 . 1 7 3 0 6 9 6 W L R B 49 9 . 2 2 30 6 9 7WL R B 50 0 . 4 8 30 6 9 8WLRB E C 5 0 0 . 4 6 30 6 9 9WL R T 1 B C W LRB 1 50 6 . 1 3 30 7 0 0WL R T 1 50 6 . 1 3 30 7 0 1WL R T 1 50 6 . 2 1 30 7 0 2WLR T 1 50 6 . 1 5 30 7 0 3WLRB 1 5 0 5 . 8 3 30 7 0 4WLR T 1 E C E W LRB 1 E 5 0 6 . 1 2 30 7 0 6 W L R K 1 49 6 . 5 9 30 7 0 7WLR K 1 49 6 . 7 5 3 0 7 0 8 W L R K 1 49 9 . 5 9 30 7 0 9WLR K 1 49 9 . 9 3 3 0 7 1 0WLRK 1 BC 5 0 1 . 1 3 30 7 1 1WL R K 1 50 0 . 8 6 3 0 7 1 2WLRK 1 50 1 . 0 9 30 7 1 3WL R K 1 50 1 . 0 0 30 7 1 4WLR K 1 E C E 5 0 1 . 3 0 30 7 1 5 W L R K 1 BO T T OM B C 49 5 . 3 3 3 0 7 1 6 W L R K 1 BO T T OM 49 5 . 3 8 30 7 1 7WL R K 1 B O TTOM 49 5 . 1 2 30 7 1 8WL R K 1 B O TTOM 49 4 . 3 1 30 7 1 9WLR K 1 E C B O T TOM 49 2 . 4 7 30 7 2 0WLR K 1 B O T TO M 49 2 . 1 2 30 7 2 1WL R K 1 B O TTOM E 49 1 . 6 0 3 0 7 2 2 W L R K 3 BO T T OM 49 2 . 7 8 30 7 2 3WL R K 2 49 8 . 3 2 30 7 2 4WL R K 2 49 9 . 8 6 3 0 7 2 5NGF L 49 0 . 7 4 30 7 2 6 N G F L 49 1 . 2 7 30 7 2 7 N G F L 49 2 . 1 5 3 0 7 2 8WLRK 3 BO T T O M 4 9 2 . 9 1 3 0 7 2 9WLRK 3 BO T T O M 4 9 3 . 5 2 30 7 3 0 NG F L 49 3 . 6 1 30 7 3 1WLRK 2 5 0 1 . 1 7 30 7 3 2WLR K 2 5 0 2 . 3 1 3 0 7 3 3 W L R K 3 BO T T OM 49 4 . 4 2 3 0 7 3 4NGF L 4 9 4 . 4 2 30 7 3 5 W L R K 3 BO T T OM 49 5 . 7 8 3 0 7 3 6WLR K 2 5 0 3 . 0 2 30 7 3 7WLR K 2 50 3 . 2 5 30 7 3 8WL R K 3 B O TTOM 49 6 . 2 8 3 0 7 3 9NGF L 4 9 5 . 3 8 30 7 4 0 NG F L 49 4 . 4 2 3 0 7 4 1 W L R K 3 E BO T TO M 49 6 . 1 9 30 7 4 2WLR K 2 E 5 0 2 . 9 2 30 7 4 7WL B L B C 49 9 . 6 3 30 7 4 8WL B L 4 9 9 . 8 6 30 7 4 9WLB L 50 0 . 0 2 30 7 5 0WL B L E C 49 9 . 8 8 30 7 5 1WLB L BC 4 9 9 . 7 2 30 7 5 2 W L B L 49 9 . 9 5 3 0 7 5 3WLB L 4 9 9 . 8 8 3 0 7 5 4WLB L EC C L S E 49 9 . 6 4 30 7 6 2 RIP R A P 50 3 . 2 5 3 0 7 6 3 RI P R A P 50 3 . 7 8 30 7 6 4 RIP R A P 50 3 . 7 5 3 0 7 6 5RIP R AP 5 0 3 . 4 0 30 7 6 6 RI P R A P 49 8 . 2 0 3 0 7 6 7 RI P R A P 49 7 . 7 7 30 7 6 8 RI P R A P 49 5 . 5 6 3 0 7 6 9NGF L 4 9 5 . 2 3 30 7 7 0NGF L 4 9 6 . 3 6 30 7 7 1 N G F L 49 7 . 9 8 30 7 7 2 N G F L 49 8 . 5 3 3 0 7 7 3 NG F L E 49 8 . 4 3 3 0 7 7 4NGT B 5 0 2 . 8 5 30 7 7 5 NG TB 50 2 . 2 8 30 7 7 6 NG T B 50 2 . 9 0 30 7 7 8 RI P R A P 51 2 . 9 3 30 7 7 9 RIP R A P 51 3 . 7 3 3 0 7 8 0 RI P R A P 51 2 . 2 1 30 7 8 4 RI P R A P 50 1 . 8 0 30 7 8 7WLR B 50 1 . 2 8 3 0 7 8 8WLR B 50 1 . 2 2 3 0 7 8 9WLRB 5 0 1 . 6 3 30 7 9 2WLR B E 51 2 . 7 3 30 7 9 3WLR T 51 5 . 4 6 30 7 9 6WL R T E 51 4 . 6 3 30 7 9 7 NG TOP 51 3 . 3 5 30 7 9 8 NG T O P 5 1 2 . 0 1 30 8 0 0 NG T B 50 4 . 3 1 30 8 0 1 NG T B 50 2 . 6 5 30 8 0 2 NG T B E 50 5 . 1 1 3 0 8 0 9 SSMH51 1 . 4 7 30 8 3 4 N G TO P 50 6 . 9 3 30 8 3 5 N G T O P 50 7 . 8 4 3 0 8 3 6NGTO P 5 0 9 . 0 1 3 0 8 3 7NGT O P 5 0 8 . 9 3 30 8 3 8 NG TOP 50 7 . 4 2 30 8 3 9 NG TOP 50 5 . 5 9 3 0 8 4 0 NG TOP 50 3 . 5 7 30 8 4 1 N G T O P E 50 2 . 3 5 30 8 4 2 NG TOE 50 0 . 8 5 30 8 4 3 N G TO E 49 9 . 7 9 30 8 4 4 NG TOE 50 0 . 0 3 30 8 4 5 N G T O E 50 0 . 2 0 3 0 8 4 6NGTO E E 4 9 8 . 8 0 T3 0 8 8 4SSMH5 1 5 . 1 8 30 1 2 8 SSMH50 9 . 9 7 T BLDG. A KUBOTA DRIVE- 5 1 1 527 526 524 523 522 521 519518 517 516 514 513 512 511 509 508 507 5 0 6 504 503 502501 499 49 8 49 7 49 6 494493 49 2 4 9 1 4 9 1 4 9 2 4 9 3 494 496 497 498 499 501 502 503 504 506 507 508 509 511 512 525525 525 520 515 510 505 500 49 5 495 500 505 510 STATE HIGHWAY No. 121 FRONTAGE ROAD 5 7 1 , 6 6 7 SQUARE FEET 1 3 . 1 2 4 ACRES VESTIBULE LIR 73 TRA 111TRA 59 LAL 66 TRA 27 LAL 27 LIR 24 LIR 55 LAL 44 LAL 74 29 CAL RHC 36 LEU 48 PC 2 QS 1 QV 1 QV 1 ILN 44 15 MUH 67 LIR LEG 9 27 ABE VC 5 GB 2 AB 2 QV 1 ANN 58 ANN 71 LAN 35 NAT 195 ANN 237 LAN 107 319 NAT 8 SAL13 BBK 3 CAR 6 BEB ANN 54 VC 2 PEN 21 TRA 34 21 PEN QV 1 1 QS 7 CC 3 CC 2 QS 1 QV 5 QS 4 QV 10 GB 17 TD 10 UC 1 UC 1 QV ABE 15LEU 16 ABE 11 LEU 9 ABE 9 LEU 13 45 SAL 35 CAR LAN 16 158 NAT 54 CAR 86 SAL 229 NAT LAN 177 NAT 121LAN 90 APPROXIMATE LOCATION CITY OF GRAPEVINE, TEXAS UTILITY ESMT. (TRACT 5) VOL. 12168, PG. 2082 D.R.T.C.T. APPROXIMATE LOCATION 40' PERMANENT EASEMENT TEXAS MIDSTREAM GAS SERVICE, LLC. 20080322878, O.P.R.D.C.T. CITY OF GRAPEVINE, TEXAS 25' WATER, SANITARY SEWER AND CITY OF GRAPEVINE TELECOMMUNICATION EASEMENT D214248504, O.P.R.T.C.T. SOD STEEL EDGING (TYP.)MULCH (TYP.) MULCH (TYP.) MULCH (TYP.) FENCE (BY OTHERS) RETAINING WALL (BY OTHERS; REFERENCE CIVIL PLANS) W 18" ROCK MULCH AROUND BUILDING W W W W W W W W W W W WW W N N N N N N N N N N N N N N N N N N N E E E E E E E E E E E S S S ENTRY MONUMENT DECOMPOSED GRANITE (TYP.) MULCH (TYP.) EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING FLOODPLAIN TO REMAIN UNDISTURBED 2 YEAR FLOODPLAIN 2 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN LAL 54 LAL 3 LIR 49 PEN 47 PEN 30 LIR 105 69 NAT 25 TRA 42 TRA 48 LIR 24 TRA 26 LAL 77 TRA 34 LIR 310 ANN 128 LAN 267 TRA 32 ANN 25 TRA 22 LAL 35 ECH 85 ANN 34 TRA 87 TRA 14 TRA 9 LAN 9 TRA 121 LAN 35 LIR 89 EUF 43 TRA 79 TRA 81 LIR TRA 99 49 LIR 74 TRA 50 ANNANN 49LIR 70 16 LIR 86 ABE QV 1 SOD SOD SOD SOD SOD QV 1 QV 2 QV 1 DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R LANDSCAPE PLANLP 1.02NORTHREFERENCE LP 1.01 CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 18 331721 "2 X ROOTBALL WIDTH 4" MULCH LAYER. PLACE NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) 3" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. 6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. ORIGINAL GRADE SCARIFY BOTTOM AND LOOSEN SIDES OF PLANTING PIT NATIVE LOOSENED PLANTING SOIL BACKFILL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. IN THE TOP 1/3 DEPTH OF BACK FILL, MIX 1/2" LAYER OF COMPOST INTO EACH 6" LIFT OF BACKFILL. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED TO MEET REQUIRED FINISH GRADE. TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT UNDISTURBED NATIVE SOIL MINIMUM SECTION FINISHED GRADE 4"4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS Typical Tree Planting (Up to 3" Caliper)AScale: NTS 6"8" SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. ·FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. ·FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING.6"2 X ROOTBALL WIDTH 3" MULCH LAYER. NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. BERM SHALL BE CENTERED ON THE DOWNHILL SIDE IN A 240° ARC. ORIGINAL GRADE SCARIFY BOTTOM AND LOOSEN SIDES OF PLANTING PIT NATIVE LOOSENED PLANTING SOIL BACKFILL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. IN THE TOP 1/3 DEPTH OF BACK FILL, MIX 1/2" LAYER OF COMPOST INTO EACH 6" LIFT OF BACKFILL. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT UNDISTURBED NATIVE SOIL FINISHED GRADE ORIGINAL GRADE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS THE SUBSTRATE/SOIL Tree Planting On 5-25% Slopes (20:1 to 4:1 Slopes)DScale: NTS 6" 8"4"6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. 4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. ·FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. ·FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING. 2 X ROOTBALL WIDTH ORIGINAL GRADE UNDISTURBED NATIVE SOIL OPTIONAL: ·12" DIA. AUGERED HOLE FILLED WITH 1/2" - 3/4" WASHED GRAVEL AND WRAPPED IN FILTER FABRIC. PENETRATE HOLE THROUGH OCCLUDING LAYER TO A DEPTH TO ASSURE PROPER PERCOLATION. ·4" PERFORATED PVC PIPE WITH GRATE CAP AT MULCH LEVEL, WRAPPED IN FILTER FABRIC, EXTEND TO BOTTOM OF SUMP. NATIVE PLANTING BACKFILLH.P.ROOTBALL TRUNK SLOPE TO DRAIN BOTTOM OF PLANTING PIT. LIMITS OF PLANTING PIT PLAN SECTION 12"6"MINIMUM TOP OF ROOTBALL SHALL BE POSITIONED 1/4 OF ROOTBALL DEPTH ABOVE ORIGINAL GRADE ADD ADDITIONAL SOIL AS NEEDED TO PLANTING SOIL BACKFILL IN ORDER TO CREATE A SMOOTH TRANSITION FROM THE TOP OF THE RAISED ROOT BALL TO THE ORIGINAL GRADE AT A 15% MAX SLOPE. 4" PERFORATED PVC STANDPIPE WITH GRATE CAP AT MULCH LEVEL, WRAPPED IN FILTER FABRIC, EXTEND TO BOTTOM OF PLANTER PIT 12" AUGERED HOLE FOR DRAINAGE FINISH GRADE NOTES: 1.THIS DETAIL IS FOR TREE PLANTING IN POOR DRAINAGE CONDITIONS ONLY. REF. DETAIL A THIS SHEET FOR TYPICAL TREE PLANTING. 6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. 3" MULCH LAYER. NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. Tree Planting (Poor Drainage Condition)CScale: NTS 4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. ·FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. ·FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING. DOUBLE STAKE PLAN 1-1/2" UP TO 3" CALIPER TREE TRUNK NON-ABRASIVE TREE TIES LOOPED IN A FIGURE 8 AROUND TREE TRUNK AND STAKE TREE STAKE EACH TREE TIE SHALL BE NAILED TO STAKE USING GALVANIZED NAILS NOTES: 1.THIS DETAIL IS FOR ABOVE GRADE TREE STAKING ONLY. REF. OTHER DETAILS FOR TYPICAL TREE PLANTING. TREE TRUNK NON-ABRASIVE TREE TIES LOOPED AROUND TREE TRUNK AND STAKE TREE STAKE EACH TREE TIE SHALL BE NAILED TO STAKE USING GALVANIZED NAILS P R E V A I L I N G WI N D SINGLE STAKE PLAN LESS THAN 1-1/2" CALIPER PREVAILING WIND PREVAILING WIND TREE CANOPY TREE CANOPY MULCH LAYER SOIL BERM ORIGINAL GRADE PLANTING SOIL BACKFILL TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT UNDISTURBED NATIVE SOIL SECTION TREE STAKES. STAKE LOCATION SHALL NOT INTERFERE WITH BRANCHES.6"FINISHED GRADE SINGLE STAKE: 7'-0" MIN.DOUBLE STAKE: 6'-0" MIN.TRIPLE STAKE: 6'-0" MIN.ROOT BALL ROOT BALL TRIPLE STAKE PLAN 3" CALIPER AND GREATER 2 NON-ABRASIVE TREE TIES. TREE TIES SHALL BE 6" ABOVE BENDING MOMENT OF TREE. TIES SHOULD PROVIDE FLEXIBILITY OF TRUNK BUT NOT ALLOW RUBBING OF TRUNK AGAINST STAKE. Typical Tree Staking BScale: NTS DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R LANDSCAPE DETAILSLP 3.01 NOTES: 1.REF. PLANTING AND PLANTING SOIL SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.REF. TREE STAKING DETAIL THIS SHEET. CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 20 331821 " MULCH LAYER (REF. PLANTING SPECIFICATIONS) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND EDGE OF BED, FIRMLY COMPACTED (ALONG ADJACENT TURF AREAS IF NO EDGING/PAVEMENT SHOWN ON PLANS) FINISHED GRADE UNDISTURBED NATIVE SOIL MODIFIED SOIL (ENTIRE BED). DEPTH VARIES ( REF. PLANTING AND PLANTING SOIL PLANS AND PLANTING SPECIFICATIONS). LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE PLANT. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS REQUIRED TO MEET REQUIRED FINISH GRADE SECTION SCARIFY BOTTOM AND SIDES OF PLANTING PIT BEST FACE OF PLANT TO FACE FRONT OF PLANTING BED PLAN FRONT OF BED 4"EQ. EQ. GROUNDCOVER PLANTS TO BE TRIANGULARLY SPACED UNLESS SHOWN DIFFERENTLY ON PLANTING PLANS. GROUNDCOVER PLANT Typical Groundcover Planting AScale: NTS JScale: 1 1/2" = 1'-0" Metal Edging (at Rock Cobble Bed) NOTES 1.EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS. 2.WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS.3"METAL EDGING ROCK MULCH, REF. PLANTING PLANS 1" AT TURF AREA 2" AT LANDSCAPE BED LANDSCAPE AREA, REF. PLANTING PLANS FILTER FABRIC. UPTURN 2" AT SIDES AND ENDS AND ADHERE TO EDGING W/ CONSTRUCTION ADHESIVE. SECURE FABRIC TO FINISH GRADE W/ FABRIC STAPLES 1"HScale: 1 1/2" = 1'-0" Metal Edging (at Turf & Landscape Bed) MULCH LAYER REF. PLANTING PLANS AND SPECIFICATIONS AMENDED PLANTING SOIL, REF. PLANTING SOIL PLANS AND PLANTING SPECIFICATIONS METAL EDGING STAKES PER MANUFACTURER SPECIFICATIONS METAL EDGING 3/16" COLOR: BLACK UNDISTURBED NATIVE SOIL TURF (SOD)LANDSCAPE BED TOPSOIL, REF. PLANTING SOIL PLAN AND PLANTING SPECIFICATIONS 2X ROOTBALL WIDTH 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS), NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL. 4" HIGH x 8" WIDE ROUND-TOPPED SOIL BERM (ABOVE ROOT BALL SURFACE) SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL IN A 180° ARC. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. LEAVE 6" OF TOP OF ROOTBALL EXPOSED AROUND BASE OF STEMS. FINISHED GRADE. REFERENCE GRADING PLAN UNDISTURBED SUBSOIL LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ROOTBALL CENTERED IN PIT EXISTING SLOPE SHRUB LOOSEN/SCARIFY SIDES OF SLOPE/PLANTING HOLE ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE MAIN STEM(S) MEET(S) SUBSTRATE/SOIL. FINISH GRADE SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL Shrub Planting On 5-50% (20:1 TO 2:1) Slope CScale: NTS 2X ROOTBALL WIDTH 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. FINISHED GRADE. UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF PLANTING PIT SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED TO MEET REQUIRED FINISH GRADE. PLANT ROOTBALL TO BE INSTALLED CENTERED AND PLUMB/LEVEL IN PLANTING PIT SECTION BEST FACE OF SHRUB TO FACE FRONT OF PLANTING BED PLAN 4"FRONT OF BED EQ. EQ. SHRUBS TO BE TRIANGULARLY SPACED UNLESS SHOWN DIFFERENTLY ON PLANTING PLANS. SHRUB LEAVE ROOTBALL EXPOSED AROUND BASE OF STEMS. Typical Shrub Planting BScale: NTS MIN. 1/2 MATURE SHRUB WIDTH FIRE HYDRANT 5'-0" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH5'-0" MIN. CLEAR SHRUB PLANTING (TYP., REF. DETAIL B THIS SHEET) CLCL CL Shrub Planting at Fire Hydrant EScale: NTS MIN. 1/2 MATURE SHRUB WIDTH 18"-24" MIN. CLEAR SHRUB PLANTING, REF. DETAIL B THIS SHEET BUILDING SLOPE AWAY PER GRADING PLAN CL Shrub Planting at Building Edge DScale: NTS MIN. 1/2 MATURE SHRUB WIDTH BACK OF CURB SHRUB PLANTING, REF. DETAIL B THIS SHEET SIDEWALK ZONE REF. PLANS CL Shrub Planting at Sidewalk FScale: NTS 24" LANDSCAPE BED/ MULCH (TYP.)MIN. 1/2 MATURE SHRUB WIDTH BACK OF CURB SHRUB PLANTING, REF. DETAIL B THIS SHEET SHRUB PLANTING, REF. DETAIL B THIS SHEET BACK OF CURB 24" LANDSCAPE BED/ MULCH (TYP.) MIN. 1/2 MATURE SHRUB WIDTH CL CL Shrub Planting at Curb GScale: NTS1/2"FILTER FABRIC. UPTURN 2" AT SIDES AND ENDS AND AHERE TO EDGING W/ CONSTRUCTION ADHESIVE. SECURE FABRIC TO FINISH GRADE W/ FABRIC STAPLES COMPACTED SUB-BASE, REF. GEOTECH REPORT IScale: 1 1/2"=1'-0" Decomposed Granite4"PAVING VARIES, REF. PLANS FOR TYPE STAKES PER MANUFACTURER 1/2"METAL EDGING, REF. DETAIL DECOMPOSED GRANITE, INSTALL IN 2" COMPACTED LIFTS DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R LANDSCAPE DETAILSLP 3.02 NOTES: 1.REF. PLANTING AND PLANTING SOIL SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.REF. PLANTING SCHEDULE AND PLANTING PLANS FOR SPACING/LAYOUT 3.WHEN SHRUBS ARE MASSED TOGETHER WITH GROUNDCOVER BEDS, ALL SOIL IN BED TO BE AMENDED. (REF. PLANTING SPECIFICATIONS) NOTE: 1.ROCK TO APPEAR THAT IT HAS SETTLED OVER TIME INTO THE LANDSCAPE. BOULDERS TO APPEAR MORE WEATHERED AND ANGULAR IN APPEARANCE, RATHER THAN ROUNDED OR FLAT, AND SHALL BE FREE OF SHARP EDGES. 2.SUPPLEMENT ON SITE BOULDERS WITH ORGANIC SHAPED BOULDERS TO MATCH EXISTING. B A EXISTING BOULDER ON SITE TO BE SET 13 BELOW GRADE.A B PLACE FLAT SIDE OF ROCK BELOW GRADE OR NATURAL FACE ABOVE GRADE CC C LAWN 13 below grade Existing Boulder on Site KN.T.S. CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 21 331921 REES CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS AB 9 Acer buergerianum / Southern Trident Maple 3" cal, 14` ht, 5` spr.Full, Straight, Single Leader GB 23 Ginkgo biloba / Gingko 3" cal, 14` ht, 5` spr.Full, Straight, Single Leader PC 8 Pistacia chinensis / Chinese Pistache 3" cal, 12` ht x 4` spr Full, Staight, Single Leader (NOT ON APPROVED PLANT LIST FOR PARKING ISLAND TREES) QS 14 Quercus shumardii / Shumard Red Oak 3" cal, 12` ht x 4` spr Full, Straight, Single Leader QV 32 Quercus virginiana / Southern Live Oak 3" cal, 12` ht x 4` spr Full, Straight, Single Leader TD 17 Taxodium distichum / Bald Cypress 3" cal, 12` ht x 4` spr Full, Straight, Single Leader UC 13 Ulmus crassifolia / Cedar Elm 3" cal, 12` ht x 4` spr Full, Straight, Single Leader UP 1 Ulmus parvifolia / Lacebark Elm 6" cal. 18` ht. 8` spr.Full, Straight, Single Leader UNDERSTORY TREE CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS CC 16 Cercis canadensis / Eastern Redbud 2.5", 8` ht, 3` spr Full, Straight, Single Leader LN 4 Lagerstroemia x `Natchez` / Crape Myrtle 2.5", 8` ht, 3` spr Full, Straight, Single Leader VC 15 Vitex agnus-castus / Chaste Tree 3" cal, 14` ht, 5` spr.Full, Straight, Single Leader SHRUBS CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS ABE 466 Abelia x grandiflora / Glossy Abelia 36" ht, 18" spr, 36" oc Full BBK 110 Buddleia davidii `Miss Molly` / Miss Molly Butterfly Bush 18" ht, 18" spr, 30" oc Full BEB 308 Berberis thunbergii `Atropurpurea Nana` / Dwarf Redleaf Japanses Barberry 24" ht, 18" spr, 24" oc Full CAR 433 Carex tumulicola / Berkeley Sedge 18" ht, 24" spr, 24" oc Full HIB 78 Hibiscus syriacus / Rose Of Sharon 24" ht, 18" spr, 24" oc Full HOS 18 Hosta x `Minuteman` / Minuteman Plantain Lily 18" ht, 24" spr, 24" oc Full IDB 106 Ilex cornuta `Dwarf Burford` / Dwarf Burford Holly 24" ht, 18" spr, 24" oc Full ILN 84 Ilex x `Nellie R. Stevens` / Nellie R. Stevens Holly 6` ht, 6` spr, 72" oc Full ILS 7 Ilex x `Nellie R. Stevens` / Nellie R. Stevens Holly 8` ht, 5` spr, 8` oc Full ILX 18 Ilex x `Nellie R. Stevens` / Nellie R. Stevens Holly 36" ht, 24" spr, 48" oc Full LEG 28 Leucophyllum frutescens `Green Cloud` TM / Green Cloud Texas Ranger 24" ht, 18" spr, 30" oc Full LEU 370 Leucophyllum frutescens / Texas Sage 30" ht, 24" spr, 24" oc Full MUH 270 Muhlenbergia capillaris / Pink Muhly 24" ht, 18" spr, 24" oc Full RHC 200 Rhaphiolepis indica `Clara` / Indian Hawthorn 18" ht, 18" spr, 30" oc Full SAL 403 Salvia x sylvestris `May Night` / May Night Sage 18" ht, 24" spr, 24" oc Full SHRUB AREAS CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS CAL 29 Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 18" ht, 18" spr, 36" oc Full NAT 1,696 Nassella tenuissima / Texas Needle Grass 18" ht, 18" spr, 18" oc Full PEN 923 Pennisetum alopecuroides `Little Bunny` / Little Bunny Fountain Grass 12" ht, 12" spr, 18" o.c Full GROUND COVERS CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS ANN 3,313 Annual 18" ht, 12" spr, 12" oc Reference Annuals Plant list on LP 3.03 ECH 433 Echinacea purpurea / Purple Coneflower 18" ht, 12" spr, 12" oc Full, 1 gallon min. EUF 1,260 Euonymus fortunei `Colorata` / Purple-leaf Winter Creeper 12" ht, 12" spr, 18" oc Full, 1 gallon min. GAL 27 Gaillardia x `Arizona Sun` / Blanket Flower 12" ht, 12" spr, 24" oc Full, 1 gallon min. HEO 347 Hemerocallis x `Stella de Oro` / Stella de Oro Daylily 12" ht, 12" spr, 18" oc Full, 1 gallon min. LAL 609 Lantana montevidensis `Lavender` / Lavender Lantana 18" ht, 18" spr, 24" oc Full, 1 gallon min. LAN 1,060 Lantana x `New Gold` / New Gold Lantana 18" ht, 18" spr, 24" oc Full, 1 gallon min. LIR 1,071 Liriope muscari / Liriope `Emrald Goddess`12" ht, 12" spr, 18" oc Full, 1 gallon min. LYS 57 Lysimachia nummulari / Creeping Jenny 18" ht, 12" spr, 12" oc Full, 1 gallon min. RUD 84 Rudbeckia fulgida sullivantii `Goldsturm` / Black-eyed Susan 12"ht, 18"spr, 18" o.c.Full, 1 gallon min. TRA 2,154 Trachelospermum asiaticum `Asiatic` / Asiatic Jasmine 12" ht, 12" spr, 18" oc Full, 1 gallon min. PLANT SCHEDULE MISC CODE QTY BOTANICAL/COMMON SPECIFICATIONS SOD TBD Cynodon dactlyon / Common Bermuda Solid sod, rolled tight with sand filled joints, 100% weed, disease, and pest free SEED TBD Cynodon dactlylon / Common Bermuda Hydroseed areas. See Landscape Specifications. MULCH TBD Shredded Hardwood Mulch 3" depth, all trees in sod to receive 4' dia. mulch ring STEEL TBD Steel Edging EDGE ROCK TBD Rock Mulch (As shown on plan)2"-3" diameter river rock mulch shall be placed in an 18" band around the gymnasium building. Rock shall be tan in color to compliment the building's stone veneer. Rock mulch shall be laid at a density so that no landscape fabric is visible. Owner shall make final selection. 36 Landscape Boulder Existing boulders on site to be used within the landscape. Supplement on site boulders with organic shaped boulders to match existing.DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R PLANT SCHEDULE, CODECHART AND NOTESLP 3.03 1.ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2.NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR LANDSCAPE ARCHITECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL. 3.LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED BY HIS WORK. 4.REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION. 5.STAKING AND GUYING ALTERNATIVES: METHODS INDICATED IN DRAWING DETAILS ARE PREFERRED. CONTRACTOR MAY SUGGEST ALTERNATE METHODS, ASSUMING FULL RESPONSIBILITY FOR THEIR IMPLEMENTATION. CONTRACTOR SHALL REPLACE, PLANT, OR UPRIGHT ANY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE OWNER. 6.PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING. 7.PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE SITE PLAN. 8.ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3" SHREDDED HARDWOOD MULCH. 9.PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND/ OR LIMITS OF DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT. PROVIDE IRRIGATION AS NECESSARY. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE, BUT NOT TO BE LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIAL THAT DIES SHALL BE REPLACED WITH THE PLANT MATERIAL OF SIMILAR SIZE AND VARIETY. 11.CONTRACTOR SHALL WARRANTY PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER. 12.ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLED TO BE SODDED, SHALL BE REESTABLISHED WITH BERMUDA SOD AND IRRIGATED. 13.ALL LANDSCAPE BED AREAS TO BE PREPARED USING "READY TO PLANT BEDDING MIX" BY SOIL BUILDING SOLUTIONS (OR APPROVED EQUAL). INSTALL TO DEPTHS, PER PLANTING DETAILS (12" DEPTH MIN.) FINISHED GRADES OF PLANTING BEDS TO BE 2" BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. 14.ALL SOD AREAS TO RECEIVE 4" DEPTH (MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, pH RANGE OF 5.5-7.4, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TWIGS/BRANCHES. 15.ALL DISTURBED AREAS IN R.O.W. TO BE RE-ESTABLISHED WITH BERMUDA SEED OR SOD AND IRRIGATED UNLESS OTHERWISE SHOWN ON PLANS. 16.ALL TREES TO BE PLACED A MINIMUM OF 4' FROM ANY UTILITY. PLANTING NOTES NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. LANDSCAPE REQUIREMENTS 10% GROSS PARKING AREA FOR INTERIOR LANDSCAPING: 188,427 SF OF GROSS PARKING AREA x 0.1 = 18,842 SF REQUIRED PROVIDED 1 TREE PER 400SF OF INTERIOR LANDSCAPE AREA INTERIOR LANDSCAPE AREA: 18,842 / 400 = 47 TREES PLANTER ISLANDS IN PARKING LOTS SHALL CONTAIN AT LEAST 1 TREE YES YES* INTERIOR LANDSCAPE PERIMETER LANDSCAPE PARKING LOTS SCREENED FROM ADJOINING PROPERTIES WITH HEDGE. 24" O.C., 30" HT YES YES TRASH RECEPTACLE SCREENED WITH SHRUBS YES YES PERIMETER LANDSCAPE AREAS SHALL CONTAIN AT LEAST ONE TREE FOR EACH 50 LINEAR FEET: NORTH: 977 LF = 19 TREES EAST: 534 LF = 11 TREES SOUTH: 855 LF = 17 TREES WEST: 725 LF = 15 TREES 19 TREES 11 TREES 17 TREES 15 TREES LANDSCAPING REQUIREMENTS 15% OF TOTAL SITE AREA SHALL BE DEVOTED TO FEATURE LANDSCAPING: TOTAL SITE AREA = 571,657 SF 571,657 SF x .15 = 85,749 SF REQUIRED FEATURE PLANTING 18,842 SF 50,602 SF 47 TREES 57 TREES 85,749 SF 192,195 SF *TREES PLACED IN ISLANDS WITH NO UTILITY CONFLICTS **WEST PERIMETER TREE REQUIREMENT MOVED TO POND AREA TO ACCOMMODATE SPACE AND UTILITY CONSTRAINTS. TREES HAVE BEEN CLUSTERED TO CREATE A MORE NATURAL LOOK. ***EXISTING TREES TO COUNT TOWARD TREE COUNT 1 TREE REQUIRED PER 3,000 SF OF NON-VEHICULAR OPEN SPACE: NON-VEHICULAR OPEN SPACE = 246,422 SF 246,422 SF / 3,000 = 82 82 TREES 79 TREES*** 20% OF TOTAL LOT AREA SHALL BE DEVOTED TO NON-VEHICULAR OPEN SPACE: TOTAL LOT AREA = 517,657 SF 517,657 x .2 = 114,331 SF 114,331 SF 192,195 SF 11 TREES 15 TREES** 19 TREES 17 TREES CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 22 332021 ANDSCAPESPECIFICATIONSLP 3.04 6. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE THE PLANTING WITH THE IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION ITEMS AND PLANTS. FIFTY PERCENT (50%) OF THE NITROGEN SHALL BE DERIVED FROM NATURAL ORGANIC SOURCES. THE FOLLOWING FERTILIZERS SHALL BE USED AND APPLIED AT RATES AS SUGGESTED BY MANUFACTURER'S SPECIFICATIONS: ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. MAINTENANCE AFTER THE CERTIFICATION OF ACCEPTABILITY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS IN THIS SECTION. CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE TO COVER LANDSCAPE AND IRRIGATION MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYS COMMENCING AFTER ACCEPTANCE. UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. B. WATER EVERY DAY FOR TEN (10) SUCCESSIVE DAYS, THEN WATER THREE (3) TIMES PER WEEK (AT EVEN INTERVALS) FOR TWO (2) ADDITIONAL WEEKS. ALL WATERING SHALL BE OF SUFFICIENT QUANTITY TO WET OR RESTORE WATER TO DEPTH OF FOUR (4) INCHES. CONTRACTOR TO DETERMINE IF SITE IS IN A DROUGHT RESTRICTION AREA AND MUST FOLLOW CITY/ COUNTY PROTOCOL IF ANY ARE IN PLACE. A. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS UNTIL CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). D. DURING DELIVERY, PRIOR TO AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. C. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A FOUR INCH MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND AS APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. B. THE SOD SHALL BE CERTIFIED TO MEET THE STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. A. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. 3. SOIL PREPARATION: PREPARE LOOSE BED FOUR (4) INCHES DEEP. APPLY FERTILIZER AT RATE OF TWENTY (20) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. APPLICATION SHALL BE UNIFORM, UTILIZING APPROVED MECHANICAL SPREADERS. MIX FERTILIZER THOROUGHLY WITH THE SOIL TO A DEPTH OF THREE (3) INCHES. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 2. LAWN BED PREPARATION: ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE WHOLE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT OF ROLLING SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH THAT IS UP TO THE REQUIRED GRADE. 1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A GRASS LAWN ACCEPTABLE TO THE OWNER. 16. HERBICIDE WEED CONTROL: ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. 15. MULCHING: PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER AND VINE BED AND TREE PIT. 14. TREE GUYING AND BRACING SHALL BE INSTALLED BY THE LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE LANDSCAPE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING OF THEIR INTENTIONS AND AGREE TO HOLD HARMLESS THE LANDSCAPE ARCHITECT IN THE EVENT ANY TREES FALL DOWN AND DAMAGE PERSON OR PROPERTY. 13. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. TILL INTO TOP 4" THE PLANTING SOIL MIX AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 12. PRUNING: EACH TREE SHALL BE PRUNED TO PRESERVE THE NATURAL CHARACTER OF THE PLANT AS SHOWN ON THE DRAWINGS. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. 6. LAWN MAINTENANCE: 1. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL PLANTING AREAS OF THIS CONTRACT UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER. 1. THE WORK CONSISTS OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED. 4. PROTECTION OF PALMS (IF APPLICABLE): ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER DETAIL. 5. EXCAVATION OF TREE PITS SHALL BE DONE USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB- BASES. COMMERCIAL FERTILIZER SHALL BE A COMPLETE FORMULA; IT SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE FLOWING. THIS FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS. WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN AN ADEQUATE GROWTH OF PLANTS AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC. IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SUCH SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. C. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY; SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. A. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS AS STATED IN THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL-BRANCHED AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE OWNER. SAMPLES OF MATERIALS AS LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON THE SITE OR AS OTHERWISE DETERMINED BY THE OWNER. UPON APPROVAL OF SAMPLES, DELIVERY OF MATERIALS MAY BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS OPERATION OF EQUIPMENT, STOCKPILING OF MATERIALS, ETC. THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE OR THE SPILLING OF OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED WHERE THE HEAT WILL DAMAGE ANY PLANT. TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/ OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS ($100) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PER CENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, AND OTHER ITEMS OF CONSTRUCTION AND PLANTING ALREADY COMPLETED OR ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THIS CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER. MATERIALS SAMPLES PLANTS ONE (1) OF EACH VARIETY TOPSOIL ONE (1) CUBIC YARD MULCH ONE (1) CUBIC FOOT 2. PLANT MATERIALS 1. GENERAL 1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR, UNLESS OTHERWISE NOTED. 2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3. PLANT ROOTS BOUND IN CONTAINERS SHALL NOT BE ACCEPTABLE. 4. SUBSTITUTION OF NON-CONTAINER GROWN MATERIAL FOR MATERIAL EXPLICITLY SPECIFIED TO BE CONTAINER GROWN WILL NOT BE PERMITTED UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED ON THE PLANT LIST SCHEDULE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY REESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE BIDDERS TAKE OFF AND THE PLANT LIST QUANTITY, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO THE SUBMISSIONS OF BIDS. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE 4. SODDING 2. THE LANDSCAPE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. THIS CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. 1. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN UP WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR OWNER. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER LINES, CABLE AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. 3. SUBGRADE EXCAVATION: SITE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36". SITE CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY SITE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT OR OWNER. 4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS HEREIN SPECIFIED AND REQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. PLANTS SHALL BE PROTECTED UPON ARRIVAL AT THE SITE BY BEING THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS SHALL NOT REMAIN UNPROTECTED FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. FINAL INSPECTION AT THE END OF THE GUARANTEE PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR GUARANTEE (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. 4. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE (AND IRRIGATION) MAINTENANCE, THE CONTRACTOR IS ENCOURAGED TO VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER, AND SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTH PLANT GROWTH. IT IS SUGGESTED SUCH SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE. 3. REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER "PLANTING", AT NO ADDITIONAL COST TO THE OWNER. 2. THE LIFE AND SATISFACTORY CONDITION OF ALL OTHER PLANT MATERIAL (INCLUDING SOD) INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A MINIMUM OF 90 CALENDAR DAYS, COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. 1. THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. 1. CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITIAL 90-DAY MAINTENANCE PERIOD ON A COST PER MONTH BASIS. 3. PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS. THE ROOTS SHALL NOT BE CUT WITHIN THE MINIMUM SPREAD SPECIFIED IN THE PLANT LIST. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT IN MOVING AND PRIOR TO PLANTING. 2. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS BALLED AND BURLAPPED OR CONTAINER GROWN SHALL NOT BE HANDLED BY STEMS. 1. PROTECT ROOTS OR BALLS OF PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT BREAKAGE AND DRYING OUT DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO SITE SHALL BE SPRAYED WITH AN ANTI-TRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF 3 INCHES. SEE PLANT LIST FOR TYPE OF MATERIAL AND GRADE. IN ADDITION TO SURFACE APPLIED FERTILIZERS, ALL CONTAINER GROWN AND FIELD GROWN PLANT MATERIAL SHALL RECEIVE "AGRIFORM" PLANTING TABLETS 24-10-5 FORMULA, 21 GRAM OR EQUAL. THESE TABLETS SHALL BE PLACED AT A DEPTH OF ROOT BALL AT THE RATE AS SPECIFIED BY MANUFACTURER. 1. SHRUBS AND TREES - MILORGANITE, OR APPROVED EQUAL 3. SOD - 8-8-8 FERTILIZER 2. ANNUALS AND GROUNDCOVERS - OSMOCOTE/SIERRA BLEND 14-14-14 7. ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACKFILLED WITH THE PREPARED PLANTING SOIL AS SPECIFIED HEREIN BEFORE (SECTION H). TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE PLANTING DETAIL THAT ADDRESSES THIS CONDITION. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURE AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED. 8. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 9. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION H OF THESE SPECIFICATIONS. IN ADDITION, EACH PLANTING PIT SHALL RECEIVE 21-GRAM "AGRIFORM" PLANTING TABLETS PER MANUFACTURER'S SPECIFICATIONS OR AS FOLLOWS: 10. TREES AND SHRUBS SHALL BE SET STRAIGHT AND AT SUCH A LEVEL THAT AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACKFILLED AND THOROUGHLY TAMPED AROUND THE BALL AND SHALL BE SETTLED BY WATER AFTER TAMPING. 11. FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET. ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE, ONLY WITH MULCH. ALL BURLAP, ROPE, WIRES, ETC., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. - THREE (3) TABLETS PER 3 GAL. PLANT - FOUR (4) TABLETS PER 10 GAL. PLANT - TWO (2) TABLETS PER 1 GAL. PLANT - LARGER MATERIAL - TWO (2) TABLETS PER 1/2" OF TRUNK CALIPER B. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. GENERAL LANDSCAPE SPECIFICATIONS AND NOTES A. SCOPE OF WORK B. PROTECTION OF EXISTING STRUCTURES C. PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK D. MATERIALS E. TOPSOIL I. WATER J. COMMERCIAL FERTILIZER K. MULCH L. DIGGING AND HANDLING M. CONTAINER GROWN STOCK S. LAWN SODDING R. PLANTING PROCEDURES Q. FINE GRADING P. MATERIALS LIST O. NATIVE STOCK N. COLLECTED STOCK T. CLEAN-UP U. PLANT MATERIAL MAINTENANCE V. MAINTENANCE (ALTERNATE BID ITEM) W. GUARANTEE X. FINAL INSPECTION AND ACCEPTANCE OF WORK a.ORGANIC SOIL AMENDMENTS 1.MANURE: WELL-ROTTED, UNLEACHED, STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, AND MATERIAL HARMFUL TO PLANT GROWTH. 2.BACK TO NATURE COTTON BURR COMPOST OR APPROVED EQUIVALENT. 3.COMPOST: DECOMPOSED ORGANIC MATERIAL INCLUDING LEAF LITTER, MANURE, SAWDUST, PLANT TRIMMINGS AND/OR HAY, MIXED WITH SOIL. 4.PECAN HULLS: COMPOSTED PECAN HULLS FOR LOCAL SOURCE. 5.BIOSOLIDS: USE GRADE 1 CONTAINING LOWER PATHOGEN LEVELS. 6.WORM CASTINGS: EARTHWORMS. b.INORGANIC SOIL AMENDMENTS 1.LIME: ASTM C602, CLASS O AGRICULTURAL LIMESTONE CONTAINING A MINIMUM OF 80 PERCENT CALCIUM CARBONATE EQUIVALENT WITH A MINIMUM OF 95 PERCENT PASSING NO. 8 SIEVE AND MINIMUM OF 55 PERCENT PASSING NO. 60 SIEVE. 2.SULFUR: GRANULAR, BIODEGRADABLE, CONTAINING A MINIMUM OF 90 PERCENT SULFUR, WITH A MINIMUM OF 99 PERCENT PASSING NO. 6 SIEVE AND A MAXIMUM OF 10 PERCENT PASSING NO. 40 SIEVE. 3.IRON SULFATE: GRANULATED FERROUS SULFATE CONTAINING A MINIMUM OF 20 PERCENT IRON AND 10 PERCENT SULFUR. 4.AGRICULTURAL GYPSUM: FINELY GROUND, CONTAINING A MINIMUM OF 90 PERCENT CALCIUM SULFATE. 5.SAND: CLEAN, WASHED, NATURAL OR MANUFACTURED, FREE OF TOXIC MATERIALS. c.PLANTING SOIL MIX 1.PLANTING MIX MAY BE PROVIDED BY LIVING EARTH OR MINICK MATERIALS OR APPROVED EQUAL. 2.PLANTING MEDIUM CONTAINING 75 PERCENT SPECIFIED TOPSOIL MIXED WITH 15 PERCENT ORGANIC SOIL AMENDMENTS AND 10 PERCENT SHARP WASHED SAND. INSTALL TO DEPTHS, PER PLANTING DETAILS (12" MIN.) FINISHED GRADES OF PLANTING BEDS TO BE 2" BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. 2. SOD/SEED AREA TOPSOIL ALL SOD AREAS TO RECEIVE 4" DEPTH (MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, WITH 25% (MIN.) ORGANIC MATERIAL, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TWIGS/BRANCHES. THE PARTICLE SIZES SHALL BE SUCH THAT 98.5% OF THE TOPSOIL WILL PASS THROUGH A 1/2 INCH SCREEN, AND 99% MORE SHALL PASS THROUGH A 3/4 INCH SCREEN. TOPSOIL SHALL BE REVIEWED/APPROVED BY OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR TO SUBMIT SAMPLES IN 1 GAL (MIN.) CONTAINER. 1.ASTM D5268, NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL POSSESSING CHARACTERISTICS OF REPRESENTATIVE TOPSOIL IN THE VICINITY THAT PRODUCES HEAVY GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 7.4 PERCENT, FREE FROM SUBSOIL, OBJECTIONABLE WEEDS, LITTER, SODS, STIFF CLAY, STONES LARGER THAN 1-INCH IN DIAMETER, STUMPS, ROOTS, TRASH, HERBICIDES, TOXIC SUBSTANCES, OR ANY OTHER MATERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH OR HINDER PLANTING OPERATIONS. TOP SOIL SHALL CONTAIN A MINIMUM OF THREE PERCENT ORGANIC MATERIAL. 2.SALVAGED OR EXISTING TOPSOIL: REUSE SUITABLE TOPSOIL STOCKPILED ON-SITE OR EXISTING TOPSOIL UNDISTURBED BY GRADING OR EXCAVATION OPERATIONS. CLEAN TOPSOIL OF ROOTS, PLANTS, SOD, STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 3.VERIFY AMOUNT OF SUITABLE TOPSOIL STOCKPILED IF ANY, AND SUPPLY ADDITIONAL IMPORTED TOPSOIL AS NEEDED. FOUR (4) INCHES OF TOPSOIL TO BE PROVIDED FOR ALL TURF AREAS. TWENTY FOUR (24) INCHES OF TOPSOIL TO BE PROVIDED FOR ALL PLANTING BEDS. 4.IMPORTED TOPSOIL: SUPPLEMENT SALVAGED TOPSOIL WITH IMPORTED TOPSOIL FROM OFF-SITE SOURCES WHEN EXISTING QUANTITIES ARE INSUFFICIENT. 5.OBTAIN TOPSOIL DISPLACED FROM NATURALLY WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 6 INCHES DEEP; DO NOT OBTAIN FROM AGRICULTURAL LAND, BOGS, OR MARSHES. 6.VERIFY BORROW AND DISPOSAL SITES ARE PERMITTED AS REQUIRED BY STATE AND LOCAL REGULATIONS. OBTAIN WRITTEN CONFIRMATION THAT PERMITS ARE CURRENT AND ACTIVE. 7.OBTAIN PERMITS REQUIRED BY STATE AND LOCAL REGULATIONS FOR TRANSPORTING TOPSOIL. PERMITS SHALL BE CURRENT AND ACTIVE. 8.AMEND EXISTING AND IMPORTED TOPSOIL AS INDICATED BELOW. A. PROVIDE FRESH, CLEAN, NEW CROP LAWN SEED MIXTURE. FURNISH TO OWNER DEALERS GUARANTEED STATEMENT OF COMPOSITION OF MIXTURE AND PERCENTAGE OF PURITY AND GERMINATION OF EACH VARIETY. B. SEED MIXTURE: PROVIDE SEED OF GRASS SPECIES AND VARIETIES, PROPORTIONS BY WEIGHT AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED. SEED MIXTURES VARY BY REGION AND SEASON AND SHALL COMPLY WITH STATE DO AND LOCAL SOIL CONSERVATION SERVICE STANDARDS FOR LAWN TURF. C. DO NOT PERFORM SEEDING IN WINDY CONDITIONS. D. SEEDING SHALL BE DISPERSED IN 2 DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. E. PERMANENTLY SEED AND MULCH CUT AND FILL SLOPES AS CONSTRUCTION PROCEEDS TO EXTENT CONSIDERED DESIRABLE AND PRACTICAL. IN THE EVENT IT IS NOT PRACTICAL TO SEED AREAS, SLOPES SHALL BE STABILIZED WITH STRAW MULCH AND TACKIFIER, BONDED FIBER MATRIX, NETTING, BLANKETS OR OTHER MEANS TO REDUCE THE EROSIVE POTENTIAL OF THE AREA. F. SEED LAWN AREAS BY SOWING EVENLY WITH APPROVED MECHANICAL SEEDER AT RATE OF MINIMUM OF 6 POUNDS PER 1,000 SQUARE FEET. AMOUNT WILL VARY BASED ON VARIETY AND/OR SPECIES. CULTI-PACKER OR APPROVED SIMILAR EQUIPMENT MAY BE USED TO COVER SEED AND TO FORM SEEDBED IN ONE OPERATION. IN AREAS INACCESSIBLE TO CUTI-PACKER, LIGHTLY RAKE SEEDED GROUND WITH FLEXIBLE RAKES AD ROLL WITH WATER BALLAST ROLLER. AFTER ROLLING, MULCH WITH STRAW MULCH AT THE RATE OF 2 TONS PER ACRE. G. SURFACE LAYER OF SOIL FOR SEEDED AREAS SHALL BE KEPT MOIST DURING GERMINATION PERIOD. WATER SEEDED AREAS TWICE FIRST WEEK TO MINIMUM DEPTH OF 6 INCHES WITH FINE SPRAY AND ONCE PER WEEK THEREAFTER AS NECESSARY TO SUPPLEMENT NATURAL RAIN TO EQUIVALENT OF 6 INCHES DEPTH. H. CONTRACTOR TO REAPPLY SEED AS NECESSARY IN ORDER TO GET ALL SEEDED AREAS ESTABLISHED AS INTENDED. 5. SEEDING R. PLANTING PROCEDURES CONTINUED DATEAS SHOWNCHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT063218600PAYCOMGRAPEVINE, TEXAS©LMCMERMER3/2/20223/2/2022 .HI B OSTE C CTTESAETSTAIREG 93 O F 3 6 ET XI R LDRE CAANDSEP A DRSMARIE E R CASE NAME: CASE NUMBER: CU22-01 LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET:OF DEPARTMENT OF DEVELOPMENT SERVICES APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 23 332121 KUBOTA DR IVE HIGHWAY No. 121FRONTAGE ROADBLDG. AGYMNASIUMPARKING GARAGEBLDG. B (FUTURE) LOT 1 BLOCK 1 PAYCOM3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051OVERALL MASTER PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-OVERALL MASTER.dwg, 12/21/2021 2:35 PM, Christie StoneXREFS LOADED:3943002-provided topo.dwg 3943002-provided bdy.dwg 3943002-BM.dwg 3943002-BKGD.dwg 3943002-FPLT.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2023ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & AssociatesFAX (405) 235-8078(405) 235-8075www.jaokc.comD-____ 12-03-21 1"=60' 3 LOT 1 BLOCK 1 PAYCOM D-____ 00 60'120' 48' 15.6 7' 1 0 . 5 '10.67'3 5 ' 2 5 ' 66' R/W V A R I A B L E W I D T H R /W 3 1 '14'14'25'PROP. GUARD SHACK PROP. GUARD SHACK 32' PARKING CALCULATIONS NON-RESIDENTIAL USE: OFFICE AND GYMNASIUM PARKING SPACE SCHEDULE: 298,890 SF OF OFFICE @ 1/300 16,122 SF OF GYMNASIUM @ N/A NET FLOOR SPACE -----------------------------------315,012 SQ FT. PARKING AND LOADING SPACES REQUIRED----------------1000 PARKING AND LOADING SPACES PROVIDED SITE DATA CHART LOT 1 BLOCK 1 PAYCOM DESCRIPTION EXISTING ZONING--------------CC PROPOSED ZONING-----------CC LAND USE DESIGNATION----OFFICE & GYMNASIUM BUILDING HEIGHTS BUILDING A & B-----------TOP OF PARAPET ---70 FT.-10 IN TOTAL LOT AREA-------------------------------------571,667 SF FLOOR AREA RATIO---------------------------------44.6% TOTAL IMPERVIOUS AREA-----------------------181,777 SF TOTAL OPEN SPACE--------------------------------240,598 SF TOTAL BUILDING AND PAVED AREA----------331,069 SF BUILDING AREAS (5 STORIES INCLUDING A BASEMENT) GYMNASIUM----------TOP OF PARAPET - 31 FT.-0 IN PROP. MONUMENT SIGN PROP. WROUGHT IRON FENCE PROP. MONUMENT SIGN PROP. 8' WIDE CONC. SIDEWALK PARKING GARAGE----------TOP OF STRUCTURE - 71 FT.-10 IN STA T E OF TEXAS PR O FESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D BENCHMARKS: 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) BUILDING 'A'-------------------------FOOTPRINT 30, 245 SF OVERALL 149,445 SF 5 STORIES INCLUDING BASEMENT BUILDING 'B'--------------------------FOOTPRINT 30, 245 SF OVERALL 149,445 SF 5 STORIES INCLUDING BASEMENT GYMNASIUM-------------------------FOOTPRINT 13,237 SF OVERALL 16,122 SF INCLUDES MEZZANINE PARKING GARAGE----------------FOOTPRINT 75,565 SF OVERALL 528,955 SF 7 STORIES, 6 ABOVE GRADE ON GRADE--------------------245 GARAGE-----------------------1535 TOTAL---------------------------1780 HANDICAP SPACES PROVIDED ON GRADE--------------------14 GARAGE-----------------------28 TOTAL---------------------------42 1UPDATE SITE PLAN07-19-21ADDENDUM 16, REVISED09-10-2116 16CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 GENERAL NOTES 1.THE PROPERTY IS CURRENTLY ZONED 'CC' COMMUNITY COMMERCIAL. 2.THE CURRENT LAND USE DESIGNATION AS CONTAINED IN THE COMPREHENSIVE MASTER PLAN IS COMMERCIAL. 3.ALL REQUIREMENTS OF SECTION 25, COMMUNITY COMMERCIAL DISTRICT SHALL BE MET. 4.ALL REQUIREMENTS OF SECTION 53, LANDSCAPING REGULATIONS SHALL BE MET. 5.ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING REQUIREMENTS SHALL BE MET. 6.ALL REQUIREMENTS OF SECTION 60, SIGN STANDARDS SHALL BE MET. 7.ALL DUMPSTERS SHALL BE SCREENED IN ACCORDANCE w/ SECTION 50.B.3. SECTION 50.B.3. REQUIRES ALL SOLID REFUSE DUMPSTERS TO BE VISUALLY SCREENED BY SOLID FENCE OR WALL ONE FOOT ABOVE THE REFUSE DUMPSTER NOT TO EXCEED 8 FEET IN HEIGHT ON ALL SIDES (EXCEPT THE SIDE USED FOR GARBAGE PICKUP). SUCH SIDES SHALL NOT BE REQUIRED TO BE SCREENED UNLESS THE SERVICE SIDE OF THE REFUSE STORAGE AREA IS VISIBLE FROM A RESIDENTIALLY ZONED DISTRICT. 8.ALL LIGHTING MUST COMPLY w/ SECTION 55 OF THE GRAPEVINE ZONING ORDINANCE. LIGHTING ELEMENTS MUST NOT BE VISIBLE FROM A POINT FIVE (5) FEET ABOVE GROUND MEASURED AT ALL PROPERTY LINES. PHYSICAL TESTING OF ILLUMINATION LEVELS MUST BE PERFORMED TO VERIFY COMPLIANCE w/ PHOTOMETRIC STUDY. DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. NO OCCUPANCY, INCLUDING TEMPORARY OCCUPANCY WILL BE PERMITTED UNTIL THE ABOVE REQUIREMENTS ARE MET. 9.ALL PARKING FOR DISABLED PERSONS SHALL BE DESIGNATED ACCORDING TO CHAPTER 23, SECTION 23.6 THROUGH 24.69 OF THE GRAPEVINE CODE OF ORDINANCES SHALL BE MET. THIS DESIGNATION IS THE BLUE HANDICAPPED SIGN REQUIREMENT. 10.A TYPICAL PARKING SPACE DIMENSION IS 9 x 18 FEET. 11.THE MINIMUM DRIVING LANE WIDTHS IN ALL PRIVATE PARKING LOTS FOR 90-DEGREE PARKING IS A MINIMUM OF 25 FEET. 12.ALL REQUIRED OFF-STREET PARKING AND LOADING AND DRIVES, VEHICLE (AUTOS, TRUCKS, TRAILERS, BOATS, ETC.) SALES, DISPLAY AREAS AND OUTSIDE STORAGE AREAS IN ALL DISTRICTS SHALL BE PAVED TO A MINIMUM STANDARD EQUIVALENT TO 4 INCH CONCRETE SLAB w/ 6 INCHES x 6 INCHES BY 6 GAGE MESH WIRE OR A 2 INCH HOT MIX ASPHALTIC CONCRETE OVER 6 INCH CRUSHED ROCK BASE. 13.MECHANICAL EQUIPMENT FOR THIS SITE PLAN SHALL BE ROOF MOUNTED. ALL MECHANICAL EQUIPMENT OVER FIVE HORSEPOWER MUST BE LOCATED A MINIMUM OF 120 FEET FROM THE CLOSEST RESIDENTIAL DISTRICT. ALL 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. 16.ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED w/ NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 17.ALL EDGE OF PAVEMENT SHALL HAVE A 6" CONCRETE CURB, UNLESS NOTED OTHERWISE. 18.THE MINIMUM PAVEMENT GRADE IS 0.50%. THE MAXIMUM PAVEMENT GRADE IS 10%. 19.THE PROPOSED USE FOR LOT 1 IS A CORPORATE OFFICE CAMPUS. 20.A FIRE HYDRANT WILL BE PLACED WITHIN ONE HUNDRED AND FIFTY FEET (150') OF THE PROPOSED FIRE DEPARTMENT CONNECTION (FDC). SAID FIRE HYDRANT WILL BE SHOWN ON THE CIVIL CONSTRUCTION PLANS. 21.FENCE TO BE 6' WROUGHT IRON. 22.CONDITIONAL USE REQUEST CU18-22 IS A REQUEST TO EXCEED THE MAXIMUM HEIGHT REQUIREMENT OF 50 FEET. 22 (A). CONDITIONAL USE REQUEST CU22-01 IS A REQUEST TO AMEND PREVIOUSLY APPROVED SITE PLAN OF CU18-22 (ORD. 2018-81), SPECIFICALLY TO REVISE THE PARKING LAYOUT, FIRE LANE AND LANDSCAPE LAYOUT. 23.ALL WORK PERFORMED AND MATERIALS SUPPLIED SHALL CONFORM TO THE SITE WORK SPECIFICATIONS. ANY WORK NOT COVERED IN THE SITE WORK SPECIFICATIONS SHALL CONFORM TO THE TEXAS DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 24.UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN CONSTRUCTION STAKING. 25.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. ALL PAVEMENT STRIPING SHALL BE FOUR (4) INCHES WIDE, UNLESS SHOWN OTHERWISE ON THE PLANS. 26.UNLESS OTHERWISE STATED IN THE GENERAL CONDITIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING. THE RESULTS OF THE TESTS SHALL BE FORWARDED TO THE ENGINEER FOR HIS REVIEW AND APPROVAL. 27.THE CONTRACTOR SHALL PROVIDE A MEDIUM BROOM FINISH ON ALL CONCRETE WALKS, RAMPS AND PAVING SURFACES UNLESS OTHERWISE NOTED. 28.THE CONTRACTOR MUST FILE A "NOTICE OF INTENT" WITH THE APPROPRIATE ADMINISTRATIVE AGENCY PRIOR TO COMMENCING EARTHWORK, CLEARING OR DEMOLITION OPERATIONS. 29.THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL SITE PLAN DIMENSIONS AND MEASUREMENTS AND SHALL CONFIRM THE ACCURACY AND LOCATION OF THE PROJECT BOUNDARY PRIOR TO CONSTRUCTION. ANY DISCREPANCIES DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER-OF-RECORD FOR RESOLUTION PRIOR TO CONSTRUCTION. 30.PARKING LOT LAYOUT IS PARALLEL AND PERPENDICULAR TO BUILDING ORIENTATION UNLESS OTHERWISE NOTED. 3 CITY PROJECT NO. 1810023-PAYCOMCU-22-0112-20-211717 17 17 17 (VARIABLE WIDTH R.O. W.)ADJOINING R.O.W.PARCEL 10 (PART 2)D212078299, O.P.R.T.C.T.201200092967, O.P.R.D.C.T.KUB O T A D RI V E KUBOTA DR IVE (66 ' R .O .W . )201600264467, O .P .R .D .C .T . 12" WATERLINE PER ATLAS 24" PER ATLAS 21" PER ATLAS 36" PER ATLAS 5'X8' PER ATLA S 5'X8' PER ATLA S 5'X8' PER ATL A S 8" PER ATLAS 12" PER ATLAS 10" PER ATLAS 511 527526524523522521519518517516514513512 511 509 508 507506 504503502 501499498497496 494 493 492 491 491 492493 494496497498499501502503504506507508509511512513514516517518519521522523524526527528529 525525525520515510505 500 495 495500505510515520525EXHIBIT "A" SURFACE WATER DRAINAGE AGREEMENT VOL. 13296, PG. 277, D.R.T.C.T. VOL. 98129M PG. 5550, D.R.D.C.T. CORRECTED BY D213093183, O.P.R.T.C.T. 201300118361, O.P.R.D.C.T DRAINAGE EASEMENT CENTRAL TRACT EXHIBITS "B" & "C" EASEMENT AREA ACROSS ENTIRE SUBJECT TRACT D216131388, O.P.R.T.C.T. 201600163664, O.P.R.D.C.T. CITY OF GRAPEVINE, TEXAS (TRACT 2) 15' UTILITY EASEMENT 201600264481, O.P.R.D.C.T. APPROXIMATE LOCATION CITY OF GRAPEVINE, TEXAS UTILITY ESMT. (TRACT 5) VOL. 12168, PG. 2082 D.R.T.C.T. EXHIBIT "B" & "C" EAST CITY OF GRAPEVINE, TEXAS 15' PEDESTRIAN ACCESS FACILITY AND UTILITY EASEMENT D216131389, O.P.R.T.C.T. 201600163665, O.P.R.D.C.T. APPROXIMATE LOCATION 40' PERMANENT EASEMENT TEXAS MIDSTREAM GAS SERVICE, LLC. 20080322878, O.P.R.D.C.T. CITY OF GRAPEVINE, TEXAS 25' WATER, SANITARY SEWER AND CITY OF GRAPEVINE TELECOMMUNICATION EASEMENT D214248504, O.P.R.T.C.T.STATE HIGHWAY No. 121FRONTAGE ROAD(REMAINDER PORTION) TRACT I CITY OF GRAPEVINE, TEXAS 201300389642 O.P.R.D.C.T. ZONING:CC ABSTRACT No. 1691J.M. BAKER SURVEYABSTRACT No. 1655C.S. DUNNAGAN SURVEY(REMAINDER PORTION) TRACT I CITY OF GRAPEVINE, TEXAS 201300389642 O.P.R.D.C.T. ZONING:CC ABSTRACT No. 1691 J.M. BAKER SURVEY JAMES GIBSON SURVEY ABSTRACT No. 1715 ABSTRACT No. 1715JAMES GIBSON SURVEYABSTRACT No. 1655C.S. DUNNAGAN SURVEYABSTRACT No. 614JOHN E. HOLLAND SURVEY(REMAINDER PORTION) TRACT I CITY OF GRAPEVINE, TEXAS 201300389642 O.P.R.D.C.T. ZONING:CC 571,667 SQUARE FEET 13.124 ACRES (REMAINDER PORTION) TRACT I CITY OF GRAPEVINE, TEXAS 201300389642 O.P.R.D.C.T. NOTE: NO BUILDINGS OBSERVED (REMAINDER PORTION) TRACT I CITY OF GRAPEVINE, TEXAS 201300389642 O.P.R.D.C.T. ZONING:CC LOT 1, BLOCK 1 OF LOTS 1 & 2, BLOCK 1 KUBOTA ADDITION 201600264467 O.P.R.D.C.T. ZONING:CC R=783.00' Δ=20°59'38" L=286.90' CB=S 40°42'28" E CH=285.30' TXDOT ALUMINUM DISC FOUND PREVIOUSLY CUT "X" SET CURB 0.25' WEST TELECOMMUNICATION PULL BOX HEADWALL, WINGWALLS AND (3) 8'x5' BOX CULVERTS 1/2"R.C.S. ATMOS UNDERGROUND GAS PIPELINE SIGN AND TEST STATION M E D I A N C O N C R E T E R=467.00' Δ= 49°19'17" L=402.00' CB=S 54°52'18" E CH=389.71' WILLIAMS UNDERGROUND GAS PIPELINE SIGN ACCESS DENIEDNOTE: ZAYO FIBER OPTIC SIGN CONCRETEINLETONCOR ELECTRIC METER ELECTRIC PULL BOX LIGHTING CONTROL PEDESTALACCESS DENIAL LINEWILLIAMS UNDERGROUND GAS PIPELINE SIGN ATMOS UNDERGROUND GAS PIPELINE SIGN S06°13'04"E 35.36' ATMOS UNDERGROUND GAS PIPELINE SIGN CUT "X" SET CURB 0.25' WEST CO N C R E T EMEDIAN N 5 1 ° 1 3 ' 0 4 "W 8 5 4 . 5 0 'S38°46'56"W 534.89'CONCRETEELECTRIC PULL BOX GAS VALVE VERIZON MANHOLE LEVEL 3 FIBER OPTIC SIGN LEVEL 3 PULL BOX RAMP TRAFFIC SIGN RAMP 1/2"R.C.S. POINT OF BEGINNING 42"METAL PIPEN38°46'56"E 537.86'N03°14'43"E 187.47'S30°12 '39 "E 288 .19 ' 526 525 524523522521520519518527526525524523522521520********* NOTE ********** THIS EXHIBIT IS FOR TOPOGRAPHICAL USE ONLY. IT IS NOT TO BE USED AS A BOUNDARY SURVEY. Survey Legend LEGEND BENCHMARK CONTROL POINT FOUND MONUMENT SET MONUMENT FIRE HYDRANT AUTOSPRINKLER HOSE BIB/SPIGOT WATER METER WATER VALVE WATER WELL SPRINKLER HEAD SPRINKLER VALVE SANITARY MANHOLE CLEANOUT STORM MANHOLE STORM GRATE FIELD INLET GAS METER NO GAS METER GAS VALVE VENT PIPE MONITORING WELL POWER POLE GUY WIRE LIGHT POLE GROUND LIGHT ELECTRIC BOX ELECTRIC METER ELECTRIC MANHOLE ELECTRIC BREAKER ELECTRIC OUTLET PULL BOX TELEPHONE BOX TELEPHONE MANHOLE CABLE BOX MANHOLE AIR CONDITIONER MAILBOX SIGN ROOF DRAIN BORE HOLE ROUND POST SQUARE POST EVERGREEN TREE DECIDUOUS TREE BUSH GATE HANDICAP TRAFFIC SIGNAL POLE STOCKADE FENCE CHAINLINK FENCE BARBED WIRE FENCE WATERLINE STORM SEWER SANITARY SEWER GAS LINE UNDERGROUND TELEPHONE UNDERGROUND POWER UNDERGROUND CABLE OVERHEAD CABLE RAILROAD TRACKS EXISTING CONTOUR1150 BRUSH LINE ASPHALT PAVING CONCRETE PAVING FLOWLINEFL TOP OF GRATETG TOP OF RIMTR CORRUGATED METAL PIPECMP REINFORCED CONC. PIPERCP REINFORCED CONC. BOXRCB FINISH FLOORFF BUILDING LINEB/L UTILITY EASEMENTU/E RIGHT-OF-WAYR/W RECORD(R) MEASURED(M) CURB INLET CORRESPONDING NOTE# UTILITY BOX TOP CURBTC CURB GUTTERGT 00 60'120' N VICINITY MAP NOT TO SCALESTATE HIGHWAY No. 121KUBOTA DRIVEGRAVEVINE MILL S B L V D . N F R E E P O R T P K W Y .CORPORATE DR.GRAVEVINE MILLS PKWYORIGINAL 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) LOT 1 BLOCK 1 PAYCOMTOPOGRAPHIC SURVEYSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-TOPOGRAPHIC SURVEY.dwg, 12/21/2021 2:36 PM, Christie StoneXREFS LOADED:3943002-provided topo.dwg 3943002-provided bdy.dwg 3943002-LOC.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=60' 5 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 5 CITY PROJECT NO. 1810023-PAYCOMCU-22-0112-20-211717 KUBOTA DR IVE 511 527526524523522521519518517516514513512 511 509 508 507506 504503502 501499498497496 494 493 492 491 491 492493 494496497498499501502503504506507508509511512513514516517518519521522523524526527528529 525525525520515510505 500 495 495500505510515520525 STATE HIGHWAY No. 121FRONTAGE ROAD526 525 524523522521520519518527526525524523522521520BLDG. AGYMNASIUMPARKING GARAGE00 60'120' QUANTITIES NO ITEM UNIT QTY GRADING CONTRACTOR 1.CONSTRUCTION ENTRANCE EA 1 2.SILT FENCE LF 4155 3.ROCK BAG CHECK DAM EA 4 4.INLET PROTECTION FILTER BARRIER EA 9 5.INLET PROTECTION CURB EA 13 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.AT THE CONTRACTOR'S DISCRETION, ADDITIONAL TEMPORARY EROSION CONTROL PRACTICES MAY BE INSTALLED AS REQUIRED TO PREVENT SEDIMENT MOVEMENT DURING CONSTRUCTION. AS SITE CONDITIONS WARRANT, THE CONTRACTOR MAY ALSO MODIFY THE TYPE OR ARRANGEMENT OF SPECIFIED PRACTICES TO IMPROVE THEIR EFFECTIVENESS. THE CONTRACTOR MUST PRESENT ALL PROPOSED MODIFICATIONS TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO INSTALLATION AND RETAIN DOCUMENTATION THEREOF ON-SITE FOR REVIEW BY THE CITY INSPECTOR. 6.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. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL EROSION CONTROL DEVICES DAMAGED DUE TO CONSTRUCTION. 8.A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST. 9.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. 10.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. 11.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 WITH PERMANENT, SEED, SOD, MULCH OR OTHER MANNER CONSISTENT WITH THE APPROVED PLANS. 12.CONTRACTOR IS TO INSTALL ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. (COST TO BE INCLUDED IN BID ITEM FOR EROSION CONTROL.) 13.DEVELOPER TO SOD ALL DISTURBED AREAS AS PART OF LANDSCAPING. CONST. SILT FENCE AT LIMITS OF DISTURBANCE CONST. 20' x 50' STABILIZED CONSTRUCTION ENTRANCE. CONST. SILT FENCE AT LIMITS OF DISTURBANCE BENCHMARKS: 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) CONST. SILT FENCE AT TOP OF SLOPE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX X20'CONST. SILT FENCE AT TOE OF SLOPE LEGEND X SILT FENCE INLET PROTECTION FILTER BARRIER INLET PROTECTION CURB DIRECTIONAL FLOW ARROW ROCK BAG CHECK DAMXXINLET PROTECTION FILTER BARRIER AT TRENCH DRAIN CONC. WASH-OUT AREA. EXACT LOCATION TO DETERMINED AT TIME OF CONSTRUCTION. LOT 1 BLOCK 1 PAYCOMEROSION CONTROL PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-EC.dwg, 12/21/2021 3:01 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=60' 6 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 6 CU-22-0112-20-211717 N=7041643.5179 E=2419706.6874 N=7041760.0213 E=2419561.6945 N=7041803.5110E=2419734.0611N=7041796.3003E=2419728.2673N=7041792.1843E=2419748.1577N=7041784.9736E=2419742.3638R30'L=54.12'30.91'178.86'81'R3'L=4.71'9'TYP.9 12 126' (TOTAL LENGTH)27' 18'25'18'9'TYP.9'TYP.27.67' 27.67' R4. 4 2 ' L=1 3 . 8 8 ' R4.42' L=13. 8 8'76.33'67.17'R5'L=7.85'28' 25'R3 ' L = 4 . 7 1 '177.42'16 12 27' 27' R4 . 5 ' L= 1 4 . 1 4 ' R4.5' L=14. 1 4'25'9'TYP.25'18'18'25'9'TYP.151.1'R30' L=47. 6 0 ' N11°2 2' 5 1" E 77.91'167.76'25' S00° 5 8'1 7" W 7.84'48' 25' PROP. MONUMENT SIGN LOCATION 196.88'31'10.5'4.17'R5'L=11.15'R2 0 ' L= 1 8 . 2 2 ' R3 0 ' L= 3 2 . 7 8 ' PROP. CURB MATCHES PROPERTY LINE PROP. 6' WROUGHT IRON FENCE 25'R1.5'L=4.71'PROP. BOOMSECURITY GATESR20'L=9.57'41.58'25'R10'L=16.25'PROP.GUARDSHACKPROP. SWINGINGSECURITY GATE176.83'R 6 . 1 7 ' L = 1 9 . 3 8 ' 15' 13.5' 13.5' 25'PROP. BOOMSECURITY GATESBENCHMARKS: 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)R1 0 ' L = 1 5 . 7 1 ' R5' 7.85' 2'R5'L = 7 . 8 5 ' 2' 25' 409'± (TOTAL LENGTH) 25' 18'9'TYP.14'14'186'±PARKING GARAGE (SEE ARCH. & STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS) 141.46' (TOTAL LENGTH)R11'L=34.56 ' R4.5' L=14. 1 4' R4 . 5 ' L= 1 4 . 1 4 ' 27' R 3 . 4 1 ' L = 1 0 . 7 2 ' R4.5'L=14. 1 4' (TOTAL SPACES) 00 20'40'MATCH LINE(SEE SHEET 8)7 KEY MAPN8 109 MATCH LINE (SEE SHEET 10) 12 11 N38°46'56"EN51°13'04"WPROP. CONC.BOLLARD (TYP.)PROP. CARD READER (TYP.)PROP. 4' GATEPROP. SWINGINGSECURITY GATEPROP. 15' U/E 1 A 2 A 2 B 1 B 8' LOT 1 BLOCK 1 PAYCOMSITE DIMENSIONAL PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-SITE.dwg, 12/21/2021 2:38 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-KEY MAP.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 7 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D 1' 9 16 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 7 CU-22-0112-20-211717 17 PARKING GARAGE N=7041441.5825 E=2419305.8254 N=7041325.0791 E=2419450.81849'TYP.8 9 PROP. DUMPSTER LOCATION SEE ARCH. PLAN PROP. 6' WROUGHT IRON FENCE PROP. 6' WROUGHT IRON FENCE BENCHMARKS: 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) (SEE ARCH. & STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS) N38°46'56"EN51°13'04"WKEY MAPN 78 109 12 11 MATCH LINE(SEE SHEET 7)MATCH LINE (SEE SHEET 9) 00 20'40'10.5'409'± (TOTAL LENGTH)186'±9.33'13.5' R4.5 ' L=1 4 . 1 4 ' 18'25'9.33'72'74.83'2.14'R5'L=7.85'2.14'R5'L=7.85'13.5'81'9'TYP.15' 18'25'67.17'25'5.18'R ' L = 4 . 7 1 'R10'L=15.71'141.46' (TOTAL LENGTH) PROP. 35' D & U/E 13.5' 13.5' R4.5' L=14.14 '45'1 8'6.67'6.67'66 LOT 1 BLOCK 1 PAYCOMSITE DIMENSIONAL PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-SITE.dwg, 12/21/2021 2:38 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-KEY MAP.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 8 LOT 1 BLOCK 1 PAYCOM ADDENDUM 16, REVISED09-10-213489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D 144.67' 16 LEGEND COURTYARD PAVING RE: LANDSCAPE PLANS 16 16PATTERNED VEHICULAR CONCRETE PAVEMENT RE: LANDSCAPE PLANS 116.51' 35 LF 4" MOUNTABLE CURB RE: DETAIL, SHT. 8 35 LF 4" MOUNTABLE CURB RE: DETAIL, SHT. 8 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 8 CU-22-0112-20-211717 17 17 BLDG. A GYMNASIUM N=7041415.8959 E=2419618.7991 N=7041361.0632 E=2419687.0408 N=7041254.3969 E=2419667.9382 N=7041342.1270 E=2419738.4303 N=7041228.1528 E=2419580.2463 N=7041282.9854 E=2419512.0046 6 (SEE ARCH. & STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS) 8 12 10 7 12 6 PROP. 6' WROUGHT IRON FENCE BENCHMARKS: 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) KEY MAPN 78 109 12 11 MATCH LINE (SEE SHEET 12)MATCH LINE(SEE SHEET 10)00 20'40' MATCH LINE (SEE SHEET 8) N38°46'56"EN51°13'04"W89'±173'±10.25' 18'25'9'TYP.9.33'90'13.5' R4. 5 ' L= 1 4 . 1 4 ' 13.5'108'9'TYP.18' 13.5' 10.67' R4.5 ' L=1 4 . 1 4 ' 13.5'122.33'R2 0 ' L = 3 1 . 4 2 ' 9' TYP.18'35'25' 25' R5.5' L=17 . 2 8 ' R5.5' L=17.2 8 ' 74'R5'L=7.85'25'63'9'TYP.18'6.24' 13.5' 18'18'25'9'TYP.9'TYP.25' 25' R5.5' L=17.28' R5.5' L=17.28' R4.5' L=14. 1 4'13.5'54'18'9'TYP.122'±(TOTAL LENGTH)255'± (TOTAL LENGTH)72'(TOTAL LENGTH)(TOTAL SPACES)9'TYP.(SEE ARCH. & STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS) N38°46'56" 13'04"WA 1 H 1 A 1 H 8 A 8 PROP. 35' D & U/E PROP. 15' U/E 1 145'1 13.5' R4.5' L=14. 1 4' 14.84'5'7'40.27'1 CENTER SIDEWALK ON EGRESS DOOR 6 LOT 1 BLOCK 1 PAYCOMSITE DIMENSIONAL PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-SITE.dwg, 12/21/2021 2:38 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-KEY MAP.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 9 LOT 1 BLOCK 1 PAYCOM ADDENDUM 16, REVISED09-10-213489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D 16 29.33'13'63'13'31'35'R5 ' L= 7 . 8 5 'R5'L=7.85'9'9'5'5.67'LEGEND COURTYARD PAVING RE: LANDSCAPE PLANS 16 16COURTYARD RE: LANDSCAPE PLAN PATTERNED VEHICULAR CONCRETE PAVEMENT RE: LANDSCAPE PLANS 35 LF 4" MOUNTABLE CURB RE: DETAIL, SHT. 8 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 9 CU-22-0112-20-211717 17 17 N=7041450.8065 E=2419825.7554 N=7041376.6608 E=2419918.0325 10 9 6 PROP. 6' WROUGHT IRON FENCE 11 PROP. 6' WROUGHT IRON FENCE BENCHMARKS: 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) KEY MAPN 78 109 12 11 MATCH LINE (SEE SHEET 7)MATCH LINE(SEE SHEET 9)00 20'40' MATCH LINE (SEE SHEET 11) BLDG. A KUBOTA DRIVEN38°46'56"EN51°13'04"W(SEE ARCH. & STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS)10 13'10.8'R5'L=7.85 ' R7.5' L=14. 5 3' 3.1'99.65' 99.65'30.04'54'18'9'TYP.90'18' 25' 13.5 '9'TYP.13.5 ' R4.5' L=14.14' 10' 15.6 7 '90'13.5 ' 18'9'TYP.R4. 5 ' L=1 4 . 1 4 ' 13.5 '99'22.58'13' R5' L=7.8 5'R5'L=13.87'67.71'R20'L = 3 1 . 4 2 ' 16.76'2.03'R5'L=9.69'R5'L=7.85 ' 13'54'18' 18' 25'9'TYP.9'TYP.15.5 ' R2.5' L=3. 9 R2.5 'L=3.01 ' 16.32'0.56'126'(TOTAL LENGTH)6 12 (TOTAL SPACES) 18'18'15.6 7 ' 10' 8.03' R 2 5 'L=39.27'123.36'25'R20'L=31.42'R5'L = 7 . 8 5 '13'81'13.5'13.5'18'9' TYP.R4.5 'L=14.14 '13.5'81' 9 9' TYP.18'35'13.5'63'18'5 9' TYP. 9' TYP. 9'R4.5'L=14.14'5.67'120.03'125.04' 255'± (TOTAL LENGTH)122'±D 10 A 10 PROP. 15' U/E LOT 1 BLOCK 1 PAYCOMSITE DIMENSIONAL PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-SITE.dwg, 12/21/2021 2:38 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-KEY MAP.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 10 LOT 1 BLOCK 1 PAYCOM ADDENDUM 16, REVISED09-10-213489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D LEGEND COURTYARD PAVING RE: LANDSCAPE PLANS 1653.67'6'7.31'16 16PATTERNED VEHICULAR CONCRETE PAVEMENT RE: LANDSCAPE PLANS 35 LF 4" MOUNTABLE CURB RE: DETAIL, SHT. 8 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 10 CU-22-0112-20-211717 17 17 N=7041376.6608 E=2419918.0325 N=7041429.4138 E=2420028.5588 N=7041423.6199 E=2420035.7695 N=7041293.2024 E=2419850.9728 N=7041415.3172 E=2420017.2321 N=7041409.5234 E=2420024.4428 R30' L=42. 5 6' 63'13'R5'L=7.85'13'81'R5'L=7.85'54'115.95' 108.4' R15' L=2 8. 0 4'R3 0 ' L = 4 7 . 0 2 '11.97'9' TYP. 9' TYP.35'31'67 7 L=127.38'PROP. SWINGING SECURITY GATE PROP. BOOM SECURITY GATE PROP. 6' WROUGHT IRON FENCE13.5'R30'L=36.13 ' 25' R1.5' L=4.71' R1.51' L=4.41'14'14'66' R/WPROP. BOOM SECURITY GATE PROP. BOOM SECURITY GATE 12.22'PROP. MONUMENT SIGN LOCATION PROP. GUARD SHACK 32'R 1 0 ' 25 . 9 9 'R50'20.54'R5 ' 8 . 9 3 ' R5'8.79'R50'17.12 'R50'26.46'R416'142.40'R384'93.61'18'BENCHMARKS: 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) KEY MAPN 78 109 12 11 MATCH LINE (SEE SHEET 10)KUBOTA DRIVE00 20'40'MATCH LINE(SEE SHEET 12)BLDG. A R783' L=17. 5 7 ' 13' 13' 25' R5' L=7. 8 5'R5'L=7.85'29.47'20.51'54'(TOTAL LENGTH)10'18' 5'R4.5'L=14.14'18'9' TYP. 9' TYP. 9' TYP.5.67'8.87'N38°46'56"EN51°13'04"W(SEE ARCH. & STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS) 255'± (TOTAL LENGTH)122'±(TOTAL LENGTH)90'(TOTAL LENGTH)6 (TOTAL SPACES)10 (TOTAL SPACES) PROP. CONC. BOLLARD (TYP.) PROP. CARD READER (TYP.) PROP. 4' GATE D 10 PROP. 15' U/E PROP. 15' U/E FLOWAGE EASEMENT1 A 2 A 2 B 1 B 5' CENTER SIDEWALK ON EGRESS DOOR LOT 1 BLOCK 1 PAYCOMSITE DIMENSIONAL PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-SITE.dwg, 12/21/2021 2:38 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-KEY MAP.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 11 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D PROP. PEDESTRIAN GATE 1'9R5'L=7.85 ' 8'13'36'13'9' TYP. 9' TYP.9' TYP.18'R5'L=7.85'3 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 11 CU-22-0112-20-211717 REFER LANDSCAPE PLANS FOR IMPROVEMENTS IN THIS AREA 17 BLDG. A N=7041180.2512 E=2419760.2153 N=7041263.7101 E=2419827.2754 PROP. 6' WROUGHT IRON FENCE13'R5'L=7.85'81' R5'L=7.85'38.88'63'21'6'13'R 5 ' L = 7 . 8 5 'R5'L=7.85'45'13'R 5 ' L = 7 . 8 5 ' 13'18'25'9' TYP.2.85'R 5 ' L = 8 . 1 6 'R3'L=4.71'15' 18'25'18'35'9' TYP. 9' TYP. 9 10 5 17.13' 17.13'35'R28'L=42.24'R2 8 ' L = 4 5 . 7 2 '16.15'12.67'20' 20'120'20' 9 13.5'13.5'R4.5'L=14.14'7 18'R5 ' L = 7 . 8 5 '13'R4.5'L=14.14'13.5'13.5'18'9' TYP. PROP. CANTILEVERED ROLLING GATE w/ KNOX BOX LOCK 69.12' 9' TYP. 9' TYP. BENCHMARKS: 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 BLUFFS LANE ELEVATION=530.13 FEET (NGVD 1929) 00 20'40' KEY MAPNMATCH LINE (SEE SHEET 9)MATCH LINE(SEE SHEET 11)BLDG. A 78 109 12 11 N38°46'56"EN51°13'04"W(SEE ARCH. & STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS) 255'± (TOTAL LENGTH)122'±(TOTAL LENGTH)26'18'13'5.67'8 (TOTAL SPACES)72'(TOTAL LENGTH)54'(TOTAL LENGTH)6 (TOTAL SPACES) D 1 FLOWAGE EASEMENTPROP. 15' U/E5' LOT 1 BLOCK 1 PAYCOMSITE DIMENSIONAL PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-SITE.dwg, 12/21/2021 2:38 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-KEY MAP.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 12 LOT 1 BLOCK 1 PAYCOM ADDENDUM 16, REVISED09-10-213489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D 3R5'L = 7 . 5 4 'R5'L=7.85'4.82' N42°20'34" 81' 9' TYP. 9' TYP.13'18'9' TYP. 9' TYP.12.97'36'13'17'R5 ' L= 7 . 8 5 '6.67'13.76' 4'1616 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 12 CU-22-0112-20-21REFER LANDSCAPE PLANS FOR IMPROVEMENTS IN THIS AREA 1717 17 17 C2 L = 2 8 6 . 9 0 'R= 7 8 3 . 0 0 'S38°46'56"W 534.89' N 5 1 ° 1 3 ' 0 4 "W 8 5 4 . 5 0 'N38°46'56"E 537.86'N03°14'43"E 187.47'S30°12 '39 "E 288 .19 ' C 1 L = 4 0 2 . 0 0 ' R = 4 6 7 . 0 0 ' S06°13'04"E 35.36'BLDG. AGYMNASIUMPARKING GARAGEKUBOTA DR IVE STATE HIGHWAY No. 121FRONTAGE ROAD00 60'120' 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. 3.THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL MEASUREMENTS PRIOR TO CONSTRUCTION OF ANY PERMANENT STRUCTURE. 4.ALL SITE GRADING SHALL INCLUDE THE FOLLOWING: A) TOP SOIL REMOVAL, STOCKPILE AND RE-SPREADING IN LANDSCAPE AREAS. B) EXCAVATION AND COMPACTED EMBANKMENT SHALL BE DONE WITH ±/- 0.1' WITH SUBGRADE TAKE OFFS IN ACCORDANCE WITH TYPICAL PAVING SECTIONS (12" CURB & 6" PAVING). 5.CONTRACTOR IS TO INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON 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. CLEAN ALL DEBRIS FROM PUBLIC RIGHT-OF-WAY IMMEDIATELY. 7.ANY REMOVAL OF TREES (AS APPROVED BY OWNER), FENCING OR DEBRIS WITHIN THE LIMITS OF SITE GRADING SHALL BE DISPOSED OF BY GRADING 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. LEGEND PROPOSED LIGHT DUTY PAVING PROPOSED REINFORCED CONCRETE PAVING 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 3" TYPE "A" ASPHALT 8" STABILIZED SOIL BASE 2" TYPE "B" ASPHALT 5" CONCRETE (3500 PSI) REINFORCED P.C. CONCRETE PAVING SECTION SCALE: N.T.S. 7" CONCRETE (3500 PSI) w/ #4 BARS @ 8" c/c EACH WAY 8" STABILIZED SOIL BASE 8" STABILIZED SOIL BASE PROPOSED HEAVY DUTY CONCRETE PAVING PROPOSED SIDEWALK BENCHMARKS: 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) PROPOSED HEAVY DUTY PAVING TACK COAT 3" TYPE "A" ASPHALT 8" STABILIZED SOIL BASE 3" TYPE "B" ASPHALT LIGHT DUTY ASPH. CONCRETE PAVING SECTION SCALE: N.T.S. HEAVY DUTY ASPH. CONCRETE PAVING SECTION SCALE: N.T. LIGHT DUTY P.C. CONCRETE PAVING SECTION SCALE: N.T.S. HEAVY DUTY P.C. CONCRETE PAVING SECTION SCALE: N.T.S. 6" CONCRETE (3500 PSI) 8" STABILIZED SOIL BASE LOT 1 BLOCK 1 PAYCOMPAVING PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-GRADING.dwg, 12/21/2021 4:27 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-KEY MAP.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=60' 14 LOT 1 BLOCK 1 PAYCOM ADDENDUM 16, REVISED09-10-213489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D LEGEND COURTYARD PAVING RE: LANDSCAPE PLANS 16 1616 PATTERNED VEHICULAR CONCRETE PAVEMENT RE: LANDSCAPE PLANS PROPOSED HEAVY DUTY PATTERNED CONCRETE PAVING 16 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 14 CU-22-0112-20-211717 17 17 527 526 525 524 523 522 521 520 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 FF=520.75GROUND FLOOR FF=518.25 BASEMENT FF=507.25 TC=517.92 TP=517.42 TC=518.25 TP=518.25 TC=518.25 TP=518.25 TP=517.73 TP=517.85 TP=518.76 TP=518.00 TC=521.20 TP=520.70 TC=521.96 TP=521.46 TC=522.00 TP=521.50 TC=521.90 TP=521.40 TC=520.75 TP=520.25 TC=518.25 TP=517.75 TC=519.00 TP=518.50 MATCH EXIST. TC=519.50± TP=519.00± TP=518.00 TC=518.00 TP=517.50 MATCH EXIST. TC=515.60± TP=515.10±TC=518.76 TP=518.26 TP=520.00 TC=516.88 TP=516.38 TC=521.46 TP=520.96 TC=517.80 TP=517.30 TC=517.92 TP=517.42 TC=519.01 TP=518.51 TC=519.58 TP=519.08 TC=519.51 TP=519.01 TC=518.96 TP=518.46 TC=520.86 TP=520.36 TC=519.74 TP=519.24 TC=519.83 TP=519.33 TC=519.30 TP=518.80 TC=519.24 TP=518.74 TC=519.20 TP=518.70 TC=519.26 TP=518.76 TC=518.81 TP=518.31 TC=518.64 TP=518.14 TC=517.99 TP=517.49 TC=518.07 TP=517.57 TC=518.49 TP=517.99 TC=518.34 TP=517.84 TC=518.70 TP=518.20 TC=518.58 TP=518.08 TP=517.97 TC=517.26 TP=516.76 TC=517.61 TP=517.11 TC=517.82 TP=517.32 TC=517.99 TP=517.49 TC=517.68 TP=517.68 TC=518.02 TP=518.02 TC=518.26 TP=518.26 TC=518.26 TP=518.26 TC=519.31 TP=518.81 TC=519.23 TP=518.73 TC=519.13 TP=518.63 TC=518.71 TP=518.71 TC=518.74 TP=518.74 TC=521.97 TP=521.47 TC=518.42 TP=517.92 TC=518.48 TP=517.98 TC=518.19 TP=518.19 TC=518.27 TP=517.77 TC=518.00 TP=517.50 TC=518.07 TP=517.57 TC=520.96 TP=520.46 TC=520.54 TP=520.04 TC=520.90 TP=520.40 TC=518.74 TP=518.24 TC=519.01 TP=518.51 TC=519.19 TP=518.69 TC=519.46 TP=518.96TC=519.33 TP=518.83TC=520.00 TP=519.50 TC=519.49 TP=518.99 TC=519.91 TP=519.41 TC=520.50 TP=520.00 TC=519.83 TP=519.33 TC=520.75 TP=520.25 TC=520.25 TP=519.75 TC=519.75 TP=519.25 TC=520.43 TP=520.43 TC=516.93 TP=516.93 TC=517.78 TP=517.28 TC=517.54 TP=517.04 TC=518.30 TP=517.80 TC=518.61 TP=518.11 TW=512.00 TW=513.00 TW=518.00 TW=522.70 TF=516.70 TW=518.25 TF=516.70 TC=518.70 TP=518.20 TC=518.68 TP=518.18 TC=518.79 TP=518.29 TC=516.94 TP=516.44 TP=516.80 TC=519.46 TP=518.96 TP=519.32 TP=519.95TP=520.13 TP=519.67 TP=519.77 TC=520.06 TP=519.56 00 20'40'MATCH LINE(SEE SHEET 16)KUBOTA DRIVE15 KEY MAPN16 1817 MATCH LINE (SEE SHEET 18) PROP. RETAINING WALL RE: SHT. 27 PROP. RETAINING WALL RE: SHT. 27 20 19 PARKING GARAGE LIMITS OF GRADING PROP. 5' WIDE GRASS CHANNEL PROP. BLDG.LEGEND PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED FLOW LINE ELEVATION PROPOSED ELEVATION PROPOSED FLOW LINE PROPOSED RIDGE LINE DIRECTIONAL FLOW ARROW EXISTING CONTOUR1200 TC=1200.00 TP=1200.00 FL=1200.00 EL=1200.00 PROPOSED TOP OF GRATE ELEVATIONTG=1200.00 PROPOSED TOP OF WALL ELEVATION PROPOSED TOP OF FOOTING ELEVATION TW=1200.00 TF=1200.00 BENCHMARKS: 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 BLUFFS LANE ELEVATION=530.13 FEET (NGVD 1929) LOT 1 BLOCK 1 PAYCOMGRADING PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-GRADING.dwg, 12/21/2021 4:27 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-KEY MAP.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 15 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D 9 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 15 CU-22-0112-20-211717 PARKING GARAGE 522 523 524 526 527 528 52552652 5 524 523 522 521 520 519 518 519 520 521 522 523 524 52 5 5265 2 7 5 2 8 GROUND FLOOR FF=518.25 BASEMENT FF=507.25 TC=518.00 TP=517.50 TP=517.42 TC=518.13 TP=517.63 TC=518.00 TP=517.50 TC=517.91 TP=517.41 TC=517.84 TP=517.34 TC=517.82 TP=517.32 TC=517.50 TP=517.00 TC=517.90 TP=517.40 TC=517.90 TP=517.40 TC=518.00 TP=517.50 TC=517.90 TP=517.40 TC=517.90 TP=517.40 TC=518.00 TP=517.50 TC=518.00 TP=517.50 TC=518.25 TP=518.25 TP=517.75 TP=518.25 TP=517.21 TC=517.90 TP=517.40 TC=517.90 TP=517.40 TC=517.50 TP=517.00 TC=518.25 TP=517.75 TC=518.25 TP=517.75 TC=518.00 TP=517.50 TC=518.66 TP=518.66 TP=517.21 TC=516.95 TP=516.45 TC=518.00 TP=517.50 TC=518.00 TP=517.50 TC=517.95 TP=517.45 TW=527.25 TF=515.00 TW=526.50 TF=515.00 TW=523.25 TF=515.00 TW=519.50 TF=515.00 TP=518.25TP=518.25 MATCH LINE(SEE SHEET 15)MATCH LINE (SEE SHEET 17) PROP. RETAINING WALL RE: SHT. 27 00 20'40' KEY MAPN 1516 1817 20 19 LIMITS OF GRADING PROP. 5' WIDE GRASS CHANNEL BENCHMARKS: 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) LEGEND PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED FLOW LINE ELEVATION PROPOSED ELEVATION PROPOSED FLOW LINE PROPOSED RIDGE LINE DIRECTIONAL FLOW ARROW EXISTING CONTOUR1200 TC=1200.00 TP=1200.00 FL=1200.00 EL=1200.00 PROPOSED TOP OF GRATE ELEVATIONTG=1200.00 PROPOSED TOP OF WALL ELEVATION PROPOSED TOP OF FOOTING ELEVATION TW=1200.00 TF= 00 1 6 LOT 1 BLOCK 1 PAYCOMGRADING PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-GRADING.dwg, 12/21/2021 4:27 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-KEY MAP.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 16 LOT 1 BLOCK 1 PAYCOM ADDENDUM 16, REVISED09-10-213489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D 16 LEGEND COURTYARD PAVING RE: LANDSCAPE PLANS TC=517.53 (6" CURB) TC=517.36 (4" CURB) TP=517.03 16 PATTERNED VEHICULAR CONCRETE PAVEMENT RE: LANDSCAPE PLANS 16TP=518.00 TP=518.00 TC=517.53 (6" CURB) TC=517.36 (4" CURB) TP=517.03 35 LF 4" MOUNTABLE CURB RE: DETAIL, SHT. 8 35 LF 4" MOUNTABLE CURB RE: DETAIL, SHT. 8 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 16 CU-22-0112-20-211717 17 BLDG. A GYMNASIUM 521 522 520 519 518 510 511 512 513 5 1 4515516517518519 515516514513517518519 FF=518.25 TC=518.00 TP=517.50 TC=517.86 TP=517.36 TC=517.77 TP=517.27 TC=517.91 TP=517.41 TC=517.77 TP=517.27 TC=518.10 TP=517.60 TP=517.41 TP=516.82 TC=517.50 TP=517.00 TC=517.50 TP=517.00TC=516.76 TP=516.26 TC=516.80 TP=516.30 TP=516.21 TC=517.18 TP=516.68 TC=517.04 TP=516.54 TC=516.94 TP=516.44 TC=516.80 TP=516.30 TC=517.05 TP=516.55 TC=516.25 TP=515.75 TP=515.96 TC=517.41 TP=516.91 TC=517.41 TP=516.91 TC=517.50 TP=517.00 TC=517.50 TP=517.00 EL=517.75 TC=516.77 TP=516.27 TC=517.03 TP=516.53 TC=517.07 TP=516.57 TC=516.77 TP=516.27 TC=516.71 TP=516.21 TC=517.12 TP=516.62 TP=516.85 TP=516.45 TP=517.18 TP=516.81 TC=517.22 TP=516.72 TC=517.08 TP=516.58 TC=517.36 TP=516.86 TC=517.51 TP=517.01 TC=517.48 TP=516.98 TP=518.20 TC=517.75 TP=517.25 TC=517.59 TP=517.09 TC=517.50 TP=517.00 TC=517.75 TP=517.25 TP=517.20 TC=518.02 TP=517.52 EL=517.75 TC=516.90 TP=516.40 TP=516.65 TC=517.50 TP=517.00 TC=517.45 TP=516.95 TC=517.45 TP=516.95 TP=516.76TP=517.30 TC=517.07 TP=516.57 GROUND FLOOR FF=518.24 BASEMENT FF=502.24 TRANSFORMER PAD=518.25 EL=517.75 TC=517.70 TP=517.20 TC=517.70 TP=517.20 TC=517.88 TP=517.38 TC=517.77 TP=517.27 TP=517.34 TP=517.68TC=518.36 TP=517.86 MATCH LINE (SEE SHEET 20)MATCH LINE(SEE SHEET 18)00 20'40' KEY MAPN MATCH LINE (SEE SHEET 16) 1516 1817 20 19 LIMITS OF GRADING PROP. 5' WIDE GRASS CHANNEL BENCHMARKS: 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) LEGEND PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED FLOW LINE ELEVATION PROPOSED ELEVATION PROPOSED FLOW LINE PROPOSED RIDGE LINE DIRECTIONAL FLOW ARROW EXISTING CONTOUR1200 TC=1200.00 TP=1200.00 FL=1200.00 EL=1200.00 PROPOSED TOP OF GRATE ELEVATIONTG=1200.00 PROPOSED TOP OF WALL ELEVATION PROPOSED TOP OF FOOTING ELEVATION TW=1200. TF=1200.00 LOT 1 BLOCK 1 PAYCOMGRADING PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-GRADING.dwg, 12/21/2021 4:27 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-KEY MAP.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 17 LOT 1 BLOCK 1 PAYCOM ADDENDUM 16, REVISED09-10-213489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D LEGEND COURTYARD PAVING RE: LANDSCAPE PLANS 16 TP=516.92 TC=517.57 TP=517.07 TC=517.62 TP=517.12 TC=517.75 TP=517.25 TC=517.26 TP=516.76 TRANSFORMER PAD=517.13 TC=517.75 TP=517.25 TC=517.57 TP=517.07 TC=517.62 TP=517.12 16TC=517.53 (6" CURB) TC=517.36 (4" CURB) TP=517.03 TP=518.00 TP=518.00 TC=517.74 (6" CURB) TC=517.57 (4" CURB) TP=517.24 RE: LANDSCAPE PLAN FOR COURTYARD DETAILS 16 PATTERNED VEHICULAR CONCRETE PAVEMENT RE: LANDSCAPE PLANS 35 LF 4" MOUNTABLE CURB RE: DETAIL, SHT. 8 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 17 CU-22-0112-20-211717 17 17 508 509 511512 513514516517518519521 510515520 506507508509 510 511 512 513 505504503502500GROUND FLOOR FF=518.25 BASEMENT FF=502.25 TC=514.75 TP=514.25 TC=514.85 TP=514.35 TC=514.59 TP=514.09 TC=514.65 TP=514.15 TC=514.53 TP=514.03 TC=514.62 TP=514.12 TC=514.76 TP=514.26 TC=516.83 TP=516.33 TC=516.86 TP=516.36 TP=514.65 TP=515.13 TP=515.53 TP=514.23 TG=516.15 TC=516.75 TP=516.25 TC=516.81 TP=516.31 TC=516.71 TP=516.21 TC=516.65 TP=516.15 TC=516.85 TP=516.35 TC=517.03 TP=516.53 TC=517.52 TP=517.02 TC=515.87 TP=515.37 TC=516.13 TP=515.63 TC=516.07 TP=515.57 TC=517.50 TP=517.00 TC=517.40 TP=516.90 TC=516.78 TP=516.28 TC=516.94 TP=516.44 TC=516.90 TP=516.40 TG=517.64TP=517.44 TC=517.50 TP=517.00 TC=517.57 TP=517.07 TC=517.75 TP=517.25 TP=517.07 TP=516.73 TP=517.07 TC=517.90 TP=517.40 TC=517.45 TP=516.95 TC=517.62 TP=517.12 TC=517.62 TP=517.12 TC=517.75 TP=517.25 TC=517.75 TP=517.25 TC=517.62 TP=517.12 TC=517.62 TP=517.12 TC=517.57 TP=517.07 TC=518.00 TP=517.50 TC=517.86 TP=517.36 TC=517.60 TP=517.10 TC=517.80 TP=517.30 TC=517.78 TP=517.28 TC=517.40 TP=516.90 TC=517.90 TP=517.40 TC=517.34 TP=516.84 TG=516.00 TC=517.17 TP=516.67 TC=517.04 TP=516.54 TC=514.53 TP=514.03 TC=514.52 TP=514.02 TC=516.44 TP=515.94 TW=518.25 TP=514.25 TW=518.25 TP=514.25 TC=516.27 TP=515.77 TC=515.56 TP=515.06 TC=514.89 TP=514.39 TW=518.00 TC=516.94 TP=516.44 TC=516.66 TP=516.16 TC=515.86 TP=515.36 TC=515.15 TP=514.65 TP=515.22 TC=514.75 TP=514.25 TC=516.50 TP=516.00 EL=516.00 TW=518.25 EL=517.50 TP=502.00 TRANSFORMER PAD=502.45 EL=517.75 TP=518.21 TW=517.00 TW=516.50 TW=515.00 TW=514.50 MATCH LINE (SEE SHEET 15)MATCH LINE(SEE SHEET 17)PROP. RETAINING WALL RE: SHT. 27 00 20'40' KEY MAPN PROP. RETAINING WALL RE: SHT. 27 MATCH LINE (SEE SHEET 19) 1516 1817 20 19 BLDG. A KUBOTA DRIVEPROP. RETAINING WALL RE: SHT. 27 BENCHMARKS: 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) LEGEND PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED FLOW LINE ELEVATION PROPOSED ELEVATION PROPOSED FLOW LINE PROPOSED RIDGE LINE DIRECTIONAL FLOW ARROW EXISTING CONTOUR1200 TC=1200.00 TP=1200.00 FL=1200.00 EL=1200.00 PROPOSED TOP OF GRATE ELEVATIONTG=1200.00 PROPOSED TOP OF WALL ELEVATION PROPOSED TOP OF FOOTING ELEVATION TW=1200.00 TF=1200.00 SEE SH T . 21 FOR GRADES T H I A R E A LOT 1 BLOCK 1 PAYCOMGRADING PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-GRADING.dwg, 12/21/2021 4:27 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-KEY MAP.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 18 LOT 1 BLOCK 1 PAYCOM ADDENDUM 16, REVISED09-10-213489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D LEGEND COURTYARD PAVING RE: LANDSCAPE PLANS 16 TC=516.88 TP=516.38 TC=517.23 TP=516.73 TP=516.90 TC=517.75 TP=517.25 TC=517.75 TP=517.25 TP=517.50 TP=517.50 TP=517.50 16 PATTERNED VEHICULAR CONCRETE PAVEMENT RE: LANDSCAPE PLANS TC=517.53 (6" CURB) TC=517.36 (4" CURB) TP=517.03 TC=517.67 (6" CURB) TC=517.51 (4" CURB) TP=517.17 RE: LANDSCAPE PLAN FOR COURTYARD DETAILS 1635 LF 4" MOUNTABLE CURB RE: DETAIL, SHT. 8 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 18 CU-22-0112-20-211717 17 17 04 503 502501 499 49 8 49 7 49 6 494493 49 2 4 9 1 4 9 1 4 9 2 4 93 494 496 497 498 499 501 502 503 504 506 507 508 509 505 500 49 5 495 500 505 5135125115105095085075065055045035025015004994 9 84924934944954964 9 7 4 9 8499500501502503504 TC=510.00 TP=509.50 TC=508.72 TP=508.22TC=511.03 TP=510.53 TC=510.24 TP=509.74 TC=512.08 TP=511.58 TC=512.20 TP=511.70 TC=512.44 TP=511.94 TC=512.15 TP=511.65 TC=504.50 TP=504.00 TC=504.19 TP=503.69 TC=510.18 TP=509.68 TP=509.53 TC=510.23 TP=509.73 TP=510.73 TC=511.05 TP=510.55 TC=512.17 TP=511.67 TC=513.33 TP=512.83 TC=513.61 TP=513.11 TC=513.74 TP=513.24 TC=513.76 TP=513.26 TC=513.98 TP=513.48 TP=513.43 TC=516.03 TP=515.53 TC=516.03 TP=515.53 TC=516.20 TP=515.70 TC=516.46 TP=515.96 TC=516.59 TP=516.09 TC=516.78 TP=516.28 TP=516.03 TP=515.53 TC=516.17 TP=515.67 TC=516.17 TP=515.67 TC=516.45 TP=515.95 TP=515.77 TP=515.49 TC=517.35 TP=516.85 TP=516.67 TC=518.03 TP=517.53 TC=517.83 TP=517.33 TP=517.26 TP=503.84 TP=512.98 TP=513.06 EL=517.50 TW=518.25 TC=513.63 TP=513.13 TC=513.31 TP=512.81 TC=513.31 TP=512.81 TC=513.10 TP=512.60 TC=513.63 TP=513.13 MATCH EXIST. TC=505.50± TP=505.00± MATCH EXIST. TC=504.70± TP=504.20± MATCH EXIST. TC=510.90± TP=510.40± MATCH EXIST. TC=502.00± TP=501.50± TP=508.86 TC=508.69 TP=508.19 TC=510.82 TP=510.32 TC=509.87 TP=509.37 TC=508.99 TP=508.49TC=511.13 TP=510.63 TC=516.04 TP=515.54 TC=517.84 TP=517.34 TC=514.11 TP=513.61 TC=516.32 TP=515.82 GROUND FLOOR FF=518.25 BASEMENT FF=502.25 FF=511.15 TC=513.37 TP=512.87 TC=513.10 TP=512.60 TC=513.00 TP=512.50 EL=512.00EL=515.00TW=518.25 TP=502.00 TC=516.96 TP=516.46 TC=516.91 TP=516.41 EL=510.30 EL=510.30 EL=510.90 EL=510.90 EL=510.49 TP=517.39 TP=517.45 TP=518.21 TP=517.04 TP=516.99 TW=513.00 TW=513.00 TW=513.00 TW=517.50 TW=514.00 TW=512.00 TW=515.00 TW=511.00 TW=510.00 TW=511.50 TW=506.00 TW=506.00 MATCH LINE (SEE SHEET 18)KUBOTA DRIVEPROP. RETAINING WALL RE: SHT. 27 00 20'40' KEY MAPN MATCH LINE(SEE SHEET 20)1516 1817 20 19 PROP. BLDG. BLDG. A PROP. LOCALIZED 100 YR. FLOOD PLAIN BENCHMARKS: 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) LEGEND PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED FLOW LINE ELEVATION PROPOSED ELEVATION PROPOSED FLOW LINE PROPOSED RIDGE LINE DIRECTIONAL FLOW ARROW EXISTING CONTOUR1200 TC=1200.00 TP=1200.00 FL=1200.00 EL=1200.00 PROPOSED TOP OF GRATE ELEVATIONTG=1200.00 PROPOSED TOP OF WALL ELEVATION PROPOSED TOP OF FOOTING ELEVATION TW=1200.00 TF=1200.00 SEE SH T . 21 FOR GRADE S T H I A R E A LOT 1 BLOCK 1 PAYCOMGRADING PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-GRADING.dwg, 12/21/2021 4:27 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-KEY MAP.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 19 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D 9 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 19 CU-22-0112-20-211717 REFER LANDSCAPE PLANS FOR IMPROVEMENTS IN THIS AREA 17 5 1 1 493 5 0 9 508 50 7 5 0 6 5 0 5 50450 3 50 2 50 1 50 0 49 9 49 8 49 7 49 6 49 5 49 4 501 502 503 504 505 506 507 508 509 510 511 500 49 9 49 8 49 7 49 6 505 504 503 502 501 500 500 501 502 503 504 505 506 507 508 509 510 511 512513514515516514513 512 511510EL=518.20 EL=518.20 TC=516.76 TP=516.26 TC=517.03 TP=516.53 TC=516.54 TP=516.04 TC=516.65 TP=516.15 TP=516.08 TC=515.92 TP=515.42 TC=515.65 TP=515.15 TC=515.20 TP=514.70TC=515.59 TP=515.09 TC=515.72 TP=515.22 TC=515.71 TP=515.21 TP=515.28 TC=515.23 TP=514.73 TC=517.89 TP=517.39 TC=517.90 TP=517.40 TC=518.06 TP=517.56 TP=517.36 TP=517.00 TC=517.77 TP=517.27 TC=517.35 TP=516.85 TC=516.98 TP=516.48 TP=515.50 TC=516.56 TP=516.06 TC=516.70 TP=516.20 TC=516.79 TP=516.29 TC=516.89 TP=516.39 TC=517.02 TP=516.52 TP=516.13 TP=516.34 TC=517.42 TP=516.92 TC=517.42 TP=516.92 TC=517.49 TP=516.99 TC=517.66 TP=517.16 TC=516.15 TP=515.65 TC=516.15 TP=515.65 TC=516.20 TP=515.70 TC=516.22 TP=515.72 TC=516.29 TP=515.79 TC=516.44 TP=515.94 TP=515.65 TP=515.76 TC=518.00 TP=517.50 EL=517.50 TP=515.53 TP=515.53 TP=515.37 TP=515.09 TP=514.09 TP=513.92 TP=514.32 TP=513.70 TC=516.38 TP=515.88 TC=516.14 TP=515.64 TC=516.12 TP=515.62 TC=517.40 TP=516.90 TC=517.01 TP=516.51 TC=516.80 TP=516.30 TC=516.92 TP=516.42 TP=513.44TP=513.04 TC=515.79 TP=515.29 TC=515.70 TP=515.20 TC=515.65 TP=515.15 TC=516.52 TP=516.02 TC=516.50 TP=516.00 TC=516.63 TP=516.13 GROUND FLOOR FF=518.25 BASEMENT FF=502.25 TC=516.95 TP=516.45 TC=516.95 TP=516.45 TC=516.91 TP=516.41 TC=516.96 TP=516.46 EL=518.00 EL=518.00 TP=516.92 TP=516.87 TW=516.50 TW=516.50 TW=516.50 TW=517.50 TW=517.50 TW=517.50 TW=506.00 TW=506.00 TC=516.21 TP=515.71 00 20'40' KEY MAPN PROP. RETAINING WALL RE: SHT. 27 MATCH LINE (SEE SHEET 17)MATCH LINE(SEE SHEET 19)1516 1817 20 19 LIMITS OF GRADING PROP. 5' WIDE GRASS CHANNEL BLDG. A PROP. LOCALIZED 100 YR. FLOOD PLAIN BENCHMARKS: 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) LEGEND PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED FLOW LINE ELEVATION PROPOSED ELEVATION PROPOSED FLOW LINE PROPOSED RIDGE LINE DIRECTIONAL FLOW ARROW EXISTING CONTOUR1200 TC=1200.00 TP=1200.00 FL=1200.00 EL=1200.00 PROPOSED TOP OF GRATE ELEVATIONTG=1200.00 PROPOSED TOP OF WALL ELEVATION PROPOSED TOP OF FOOTING ELEVATION TW=1200. TF=1200.00 LOT 1 BLOCK 1 PAYCOMGRADING PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-GRADING.dwg, 12/21/2021 4:27 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-KEY MAP.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=20' 20 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D PROP. CREEK IMPROVEMENTS RE: SHT. 22 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 20 CU-22-0112-20-21REFER LANDSCAPE PLANS FOR IMPROVEMENTS IN THIS AREA 17 1717 506 507 508 509 511 512 513514 510 TW=518.25 TP=514.25 TP=514.25 TP=514.25 TW=518.25 TP=514.25 TP=511.20 TW=512.45 TP=508.15TP=505.09TW=506.00 TP=502.04 TW=518.25 TP=502.47 TP=502.34 TP=502.21 TP=502.08 TP=501.95 TP=501.85 TP=501.85 TP=501.95 TP=502.08 TP=502.21 TP=502.34 TP=502.47 TP=502.47 TP=502.34 TP=502.21 TP=502.08 TP=501.95 TP=501.85 TP=501.85 TP=501.95 TP=502.08 TP=502.21 TP=502.34 TW=518.25 TP=502.47 TP=501.94 TP=501.87 TP=501.81 TW=518.25 TP=502.00 TP=501.94 TP=501.87 TP=501.81 TP=502.37 TP=501.87 TP=501.81 TP=501.81 TP=501.87 TP=501.94 TP=502.17 TP=501.94 TP=501.87 TP=501.81 TP=502.10 TW=518.25 TP=502.00 TP=501.94 TP=501.81 TW=518.25 TP=502.04 TP=505.09 TP=508.15 TP=511.20 TP=502.02 TP=502.25 GROUND FLOOR FF=518.25 BASEMENT FF=502.25 PROP. RETAINING WALL RE: SHT. 27 00 10'20' PROP. RETAINING WALL RE: SHT. 27 BLDG. A PROP. RETAINING WALL RE: SHT. 27 BENCHMARKS: 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) DDDDDD DDDDDD DDDDDD DDDDDD AAAAAA DDDDDD DDDDDD TTTT TTTTTT DCDCDA T DCDCDA T DCDCDA T DCDCDA T DCDCDA T DCDCDA T DCDCDA T DCDC DA A A A A A A A A D D AA AA DD DD TT A A A T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E D D D D D D D D D D D D D D D D D D D D D TTT T T T T T T T T T T TTTT D C D D C D D C D D C D D C D C D D C D D C D D C D D C D D D D D D D D D D D D D D D D D A A A A D D D D D D D D D D D D D D D D 4 SPACES @ 13'=52'2 SPACES @ 10'=20'4 SPACES @ 12.5'=50'3'1' 126'3 SPACES @ 10'=30'8 SPACES @ 12.5'=100'8 SPACES @ 12'=96'E D A T LEGEND C EXPANSION JOINT - TYPE 'A' SEE DETAILS THIS SHT. TONGUE & GROOVE CONSTRUCTION JOINT - TYPE 'C' SEE DETAILS THIS SHT. CONTRACTION JOINT - TYPE 'D' SEE DETAILS THIS SHT. TIED CONSTRUCTION JOINT - TYPE 'E' SEE DETAILS THIS SHT. THICKENED EDGE ISOLATION JOINT - TYPE 'T' SEE DETAILS THIS SHT. THICKENED EDGE ISOLATION JOINT DETAIL - TYPE 'T' D 10 A 10 11.2'11.17'1'-7 1/2"1'-7 1/2"1'-7 1/2" 1'-7 1/2"A TO D = 118'-4 1/2"NOTES: 1.COORDINATE WITH MECHANICAL AND ELECTRICAL PLANS FOR BLOCKOUT AND OR PIPE STUB UPS FOR ALL GENERATOR AND CHILLER EQUIPMENT. 2.COORDINATE WITH ELECTRICAL POWER SUPPLIER FOR TRANSFORMER PAD CONSTRUCTION. 3.3/4" EXPANSION JOINT AND SEALER REQUIRED FOR ALL COURTYARD SLABS ABUTTING RETAINING WALLS, BUILDING WALLS, RAISED PADS AND DRAINAGE INLET STRUCTURES. 4.SEE THIS SHEET FOR PROPOSED ELEVATIONS. TYPICAL UTILITY COURTYARD SECTION SCALE: N.T.S. 8" CONCRETE (3500 PSI) w/ #3 BARS @ 12" c/c EACH WAY 8" COMPACTED SUBGRADE PROP. TRENCH DRAIN RE: SHT. 55 LOT 1 BLOCK 1 PAYCOMUTILITY COURTYARD GRADING &JOINT LAYOUT PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-GRADING.dwg, 12/21/2021 4:27 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-KEY MAP.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=10' 21 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 21 CU-22-0112-20-211717 501 499 498 497 496 494 493 492 4 9 1 4 9 1 4 9 2 4 9 3 494 496 497 498 500 495 495 504 505506507508509510511 512 51351 4 5 1 5 516 5 1 6 516 499498497496495493495495 497 498 500 499 516 515 517 501 508 507 506 505 504 503 50 2 50 1 50 0 501 502 503504505506 S63°13' 3 0 " W 41.48' L=218.72' R=296.00'STA. 15+10.80-CL CHANNEL END CONSTRUCTION N=7041048.33 E=2419805.93 STA. 13+00-CL CHANNEL BEGIN CONSTRUCTION N=7041180.31 E=2419964.23 13+00 14+00 15+00 PC:13+41.48494496 CL CHANNEL 480 490 500 510 520 480 490 500 510 520 12+0012+5013+0013+5014+0014+5015+0015+5016+00 FL=492.00FL=493.36FL=494.73FL=496.66FL=498.58STA. 13+00BEGIN CHANNEL CONSTRUCTIONFL=492.00STA. 14+00CHANNEL VPIFL=494.73STA. 15+10.80END CHANNEL CONSTRUCTIONFL=499.0000 20'40' BENCHMARKS: 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 FEET (NGVD 1929) PROP. CL CHANNEL LOT 1 BLOCK 1 PAYCOMGABION WALL CHANNELPLAN & PROFILESHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale: (Horiz.) (Vert.)Copyright © 2021 Johnson & Associates, Inc.ACAD FILE: H:\3943\3943002\3943002-GABION BASKETS.dwg, 12/21/2021 2:49 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwg1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com06-24-19 1"=20' 1"= 4' LOT 1 BLOCK 1 PAYCOM 22STATE OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051EXIST. 50' LT. EXIST. GRADE AT PROP. CL CHANNEL EXIST. 50' RT. PROP. GRADE AT PROP. CL CHANNEL CROSS SECTION 1CROSS SECTION 2CROSS SECTION 3CROSS SECTION 4CROSS SECTION 5CROSS SECTION 6CROSS SECTION 7CROSS SECTION 8STA. 15+02.34STA. 14+50STA. 14+00STA. 13+50STA. 13+35STA. 13+12.26STA. 13+00STA. 12+87.56LEGEND PROPOSED CONTOUR1200 EXISTING CONTOUR1200 100 LF @ 2.73%110.80 LF @ 3.85% PROP. STORM SEWER LINE 'A' RE: SHT. 50 CONST. 7 SY 12" DIA. RIP-RAP w/ FILTER BLANKET (18" DEEP) CONST. 10 SY 12" DIA. RIP-RAP w/ FILTER BLANKET (18" DEEP) CONST. 8 SY 12" DIA. RIP-RAP w/ FILTER BLANKET (18" DEEP) CONST. 12 SY 12" DIA. RIP-RAP w/ FILTER BLANKET (18" DEEP)CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 22 CU-22-0112-20-211717 17 13+00 14+00 15+00 5 1 6 516 499498497496495493495495 497 498 500 499 501 508 507 506 505 504 503 50 2 50 1 50 0 501 502 503504505506 494496 N. GABION 480 490 500 510 480 490 500 510 13+0013+5014+0014+5015+0015+50 S. GABION 480 490 500 510 480 490 500 510 13+0013+5014+0014+5015+0015+50 13+00 14+00 15+00 5 1 6 516 499498497496495493495495 497 498 500 499 501 508 507 506 505 504 503 50 2 50 1 50 0 501 502 503504505506 4944960020'40' BENCHMARKS: 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) TOP OF PROP. N. GABION SHEET dwg, 12/21/2021 2:49 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwg1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com06-24-19 1"=20' 1"= 4' LOT 1 BLOCK 1 PAYCOM 23STATE OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D EXIST. GRADE AT TOP OF PROP. N. GABION PROP. GRADE AT TOP OF PROP. N. GABION TOP OF PROP. S. GABION 00 20'40' PROP. GRADE AT PROP. CL CHANNEL PROP. GRADE AT PROP. CL CHANNEL EXIST. GRADE AT TOP OF PROP. S. GABION PROP. GRADE AT TOP OF PROP. S. GABION LOT 1 BLOCK 1 PAYCOMGABION WALLPLAN & PROFILE3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051LEGEND PROPOSED CONTOUR1200 EXISTING CONTOUR1200CROSS SECTION 1CROSS SECTION 2CROSS SECTION 3CROSS SECTION 4CROSS SECTION 5CROSS SECTION 6CROSS SECTION 7CROSS SECTION 8STA. 15+02.34STA. 14+50STA. 14+00STA. 13+50STA. 13+35STA. 13+12.26STA. 13+00STA. 12+87.56CROSS SECTION 1CROSS SECTION 2CROSS SECTION 3CROSS SECTION 4CROSS SECTION 5CROSS SECTION 6CROSS SECTION 7CROSS SECTION 8STA. 15+02.34STA. 14+50STA. 14+00STA. 13+50STA. 13+35STA. 13+12.26STA. 13+00STA. 12+87.56A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AAAAAAAAAAAAAAAA B B CCC CCCCCCCCCCC AAAAAA AAAAAAAAAAAAAA A A A A A A A A A A A A A A A A A AAAAAAAAAAAAAAA CCC C C C C C C C C C B B B D D STA. 13+00BEGIN CONSTRUCTIONTW FWD=499.00STA. 13+12TW FWD=500.50TW BK=499.00STA. 13+24TW FWD=502.00TW BK=500.50STA. 14+02TW FWD=503.50TW BK=502.00STA. 15+10END CONSTRUCTIONTW=503.50STA. 15+10BTM BK=494.504' OFFSETSTA. 14+74BTM FWD=494.50BTM BK=493.005' OFFSETSTA. 13+72BTM FWD=493.00BTM BK=490.0012' OFFSETSTA. 13+00BTM FWD=490.004' OFFSETSTA. 13+00BEGIN CONSTRUCTIONTW FWD=497.00STA. 13+18TW FWD=500.00TW BK=497.00STA. 13+72TW FWD=501.50TW BK=500.00STA. 15+16END CONSTRUCTIONTW=501.50STA. 15+16BTM BK=494.004' OFFSETSTA. 14+62BTM FWD=494.00BTM BK=492.503.5' OFFSETSTA. 14+26BTM FWD=492.50BTM BK=491.004' OFFSETSTA. 13+12BTM FWD=491.00BTM BK=488.00STA. 13+00BTM FWD=488.004' OFFSETC NOTE: OFFSET DIMENSION IS FROM CL OF CHANNEL TO INSIDE FACE OF LOW WALL.9.5' OFFSET13' OFFSET10' OFFSET8' OFFSET6' OFFSET4' OFFSET4' OFFSET4' OFFSET4.5' OFFSET4' OFFSETGABION SUMMARY TYPE HEIGHT DEPTH LENGTH QUANTITY A 3'3'12'97 B 3'3'6'5 C 1.5'3'12'26 D 1.5'3'6'2 CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 23 CU-22-0112-20-2117 17 CROSS SECTION 1 480 490 500 510 480 490 500 510 -0+50 0+00 0+50 CROSS SECTION 2 480 490 500 510 480 490 500 510 -0+50 0+00 0+50 CROSS SECTION 4 480 490 500 510 480 490 500 510 -0+50 0+00 0+50 CROSS SECTION 3 480 490 500 510 480 490 500 510 -0+50 0+00 0+50 CROSS SECTION 6 490 500 510 520 490 500 510 520 -0+50 0+00 0+50 CROSS SECTION 5 490 500 510 520 490 500 510 520 -0+50 0+00 0+50 CROSS SECTION 8 490 500 510 520 490 500 510 520 -0+50 0+00 0+50 CROSS SECTION 7 490 500 510 520 490 500 510 520 -0+50 0+00 0+50 LOT \3943\3943002\3943002-GABION BASKETS.dwg, 12/21/2021 2:49 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwg1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com06-24-19 1"=20' 1"= 4' LOT 1 BLOCK 1 PAYCOM 24STATE OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051EXIST. GRADE PROP. GRADE PROP. GRADE PROP. GRADE PROP. GRADE PROP. GRADE PROP. GRADE PROP. GRADE EXIST. GRADE EXIST. GRADE EXIST. GRADE EXIST. GRADE EXIST. GRADE EXIST. GRADE EXIST. GRADE PROP. RETAINING WALLPROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL CHANNEL CL STA. 15+02.34CHANNEL CL STA. 14+50CHANNEL CL STA. 14+00CHANNEL CL STA. 13+50 CHANNEL CL STA. 12+87.56 CHANNEL CL STA. 13+00 CHANNEL CL STA. 13+12.26 CHANNEL CL STA. 13+35 PROP. RIP-RAPPROP. RIP-RAP CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 24 CU-22-0112-20-2117 17 LOT BLOCK 1 PAYCOMSPECIAL DETAIL SHEETSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-GABION BASKETS.dwg, 12/21/2021 2:49 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com06-24-19 1"=20' 25 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D GENERAL NOTES 1.GABIONS SHALL BE THE SIZE AND TYPE CALLED FOR ON THE PLANS AND AS AVAILABLE BY MACCAFARRI, INC. WILLIAMSPORT, MD OR EQUAL. THE BASKETS SHALL BE ASSEMBLED, FASTENED, FILLED, AND CLOSED IN ACCORDANCE WITH THE MANUFACTURERS METHODS AND RECOMMENDATIONS. ALL WIRE USED IN THE CONSTRUCTION OF GALVANIZED GABION BASKETS INCLUDING TIE WIRE SHALL BE EQUAL TO OR EXCEEDING ASTM A975-97. MANUFACTURERS CERTIFICATION SHALL BE REQUIRED PRIOR TO DELIVERY. WIRE USED IN THE CONSTRUCTION OF GALVANIZED GABIONS, WITH A GABION THICKNESS OF 12" OR GREATER, SHALL MEET THE FOLLOWING DIAMETERS: MESH WIRE: NOMINAL 0.120" +/- 0.004" OR APPROXIMATELY U.S. 11 GAUGE. SELVEDGE WIRE: NOMINAL 0.150" +/- 0.004" OR APPROXIMATELY U.S. 9 GAUGE. TIE WIRE: NOMINAL 0.093" +/- 0.004" OR APPROXIMATELY U.S. 13 GAUGE. ALL TESTING OF WIRE DIAMETERS SHALL BE PRIOR TO FABRICATION. TIE WIRE SHALL BE SUPPLIED FOR SECURELY FASTENING ALL EDGES OF THE GABION BASKETS AND DIAPHRAGMS. TIE WIRE SHALL BE INCLUDED IN SUFFICIENT QUANTITY FOR TYING ALL GABION BASKETS IN ACCORDANCE WITH THE SPECIFICATIONS. NO OTHER WIRE EXCEPT OF THE TYPE SUPPLIED WITH THE GABIONS SHALL BE USED. MESH OPENING OF THE GABIONS SHALL BE APPROXIMATELY 3 1/4" X 4" AND SHALL BE FABRICATED IN A UNIFORM HEXAGONAL SHAPED, DOUBLE TWISTED, NON-RAVELING PATTERN. ALL CUT EDGES OF THE MESH SHALL BE SECURELY ATTACHED TO THE SELVEDGE WIRE BY A MINIMUM OF TWO COMPLETE TURNS OF THE MESH WIRES AROUND THE SELVEDGE WIRE. GABION BASKETS FURNISHED BY A MANUFACTURER SHALL BE OF UNIFORM SIZE AND SUBJECT TO DIMENSION TOLERANCE LIMIT +/- 5 %. ALL WIRE USED, INCLUDING TIE WIRE, SHALL BE CERTIFIED BY MILL TEST REPORTS SHOWING COMPLIANCE WITH SPECIFICATION REQUIREMENTS. 2.THE ROCK (GABION STONE) SHALL BE HARD, ANGULAR TO ROUND, DURABLE AND COMPOSED OF 4" TO 8" IN SIZE. PRIOR TO PLACING THE STONE, SAMPLES SHALL BE DELIVERED TO THE SITE AND SHALL BE APPROVED FOR GRADATION AND APPEARANCE. 3.GEO-TEXTILE FABRIC FOR USE AS A FILTER MEDIA SHALL BE PLACED ALONG THE GABION STRUCTURE AS SHOWN IN THE PLANS. THE FABRIC TO BE USED SHALL BE MIRAFI 180N, A NON-WOVEN POLYPROPYLENE OR EQUAL. THE GEO-TEXTILE FABRIC SHALL BE PLACED WITH A MINIMUM OVERLAP OF 18". FABRIC SHALL BE SECURED AS NECESSARY BY PINS OR OTHER SUITABLE MEANS BEFORE PLACING GABION BASKETS. 4.AFTER EXCAVATION TO GRADE HAS BEEN PERFORMED AND THE GEO-TEXTILE FABRIC HAS BEEN PLACED, THE GABIONS SHALL BE PLACED IN ACCORDANCE WITH THE SIZE AND TYPE AS SHOWN ON THE PLANS. THE PLACEMENT SHALL BE IN CLOSE CONFORMITY TO THE LINE AND GRADE SHOWN ON THE PLANS AND CROSS-SECTION AND SHALL BE IN STRICT ACCORDANCE WITH THESE SPECIFICATIONS. 5.ALL TYING OF GABIONS IN EACH STEP OF CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6.GABION BASKETS ARE ASSEMBLED BY UNFOLDING THE BASKETS ON A HARD FLAT SURFACE AND STAMPING OUT ALL KINKS. FOLD UP THE FRONT, BACK AND END PANELS AND FASTEN TOGETHER WITH THE PROJECTING HEAVY GAUGE WIRE BY TWISTING IT AROUND THE SELVEDGE WIRE TWO (2) COMPLETE TURNS. FOLD THE DIAPHRAGMS UP AND SECURE IN THE SAME MANNER. ALL END PANELS AND DIAPHRAGMS ARE NOW TIED TO THE SIDES. 7.GABION BASKETS SHALL THEN BE PLACED IN POSITION EMPTY AND SHALL BE TIED TOGETHER EACH TO IT'S NEIGHBOR ALONG ALL CONTACTING EDGES IN ORDER TO FORM A CONTINUOUS CONNECTING STRUCTURAL UNIT. GABIONS 3' HIGH, THAT ARE TO BE PLACED IN A STRAIGHT ROW ARE TO BE STRETCHED IN THE FOLLOWING MANNER BEFORE BEING TIED TO THE ADJACENT GABIONS. TIE TOGETHER APPROXIMATELY 100' OF GABION BASKETS AND FILL ONE GABION CELL ON THE END TO HOLD THE ROW IN PLACE OR TIE THE END GABION TO AN EXISTING GABION ALREADY FILLED AND THEN STRETCH THE ROW OF BASKETS WITH A COME-A-LONG OR OTHER SUITABLE MEANS UNTIL THE ROW OF BASKETS IS STRETCHED SUFFICIENTLY TO REMOVE THE KINKS. DO NOT OVERSTRETCH. WHILE MAINTAINING TENSION, TIE THE ROW OF BASKETS TO ITS NEIGHBOR. 8.WHEN THE ASSEMBLED EMPTY GABION BASKETS HAVE BEEN INSTALLED, THE GABION STONE SHALL THEN BE PLACED. THE GABION BASKETS MAY BE FILLED BY MACHINE IN 12" LAYERS, HOWEVER, THE ROCK MUST BE MANIPULATED BY HAND TO ACCOMPLISH A MAXIMUM DENSITY AND A MINIMUM AMOUNT OF VOIDS. (GABION BASKETS 3' HIGH ARE TO BE FILLED IN 12" LAYERS IN ORDER TO INSTALL A LOOPED INNER TIE WIRE IN EACH CELL CONNECTING TO FRONT AND BACK FACES AND ANY UNSUPPORTED FACE EVERY 12" OF VERTICAL HEIGHT. INDIVIDUAL CELLS MAY NOT BE FILLED MORE THAN 12" ABOVE ANY ADJACENT CELL UNLESS LOOPED INNER TIE WIRES RUN IN BOTH DIRECTIONS.) CARE SHALL BE TAKEN WHEN PLACING THE STONE INTO THE BASKETS TO INSURE THAT THE BASKETS ARE NOT DAMAGED OR BENT. EDGES OF BASKETS AND DIAPHRAGMS MAY BE PROTECTED BY TYING STEEL REINFORCEMENT TO THE BASKETS OR OTHER SUITABLE MEANS. RETAINING WALLS SHALL HAVE THE ROCK IN VERTICAL OUTSIDE SURFACES PLACED BY HAND WITH LARGE SELECT STONE IN ORDER TO ACHIEVE THE BEST APPEARANCE. CARE SHALL BE TAKEN THAT THE INDIVIDUAL CELLS DO NOT BULGE OUTWARD AND THAT THE ROWS ARE STRAIGHT, LEVEL, AND HAVE SQUARE CORNERS. 9.WHEN EACH BASKET HAS BEEN FILLED TO ITS MAXIMUM, WHICH IS SLIGHTLY HIGHER THAN THE SIDES, AND THE SURFACE LEVELED WITH A MINIMUM AMOUNT OF VOIDS, THE LIDS SHALL BE PRIED DOWN AND OVER WITH A BAR OR LID CLOSING TOOL UNTIL THE EDGE OF THE LID AND THE EDGE OF THE BASKET ARE TOGETHER. IT SHOULD REQUIRE A LIGHT STRETCHING IN ORDER TO BRING THE TWO BASKET PIECES TOGETHER. THE HEAVY PROTECTING WIRE ON THE LID SHALL THEN BE TWISTED AROUND THE HEAVY WIRE ON THE SIDES TWO (2) COMPLETE TURNS AND THE LID SHALL THEN BE TIED TO THE SIDES AND TOPS OF THE DIAPHRAGMS IN THE SAME MANNER AS THE BASKETS ARE ASSEMBLED. THE LIDS OF THE GABION BASKETS SHALL ALSO BE TIED TOGETHER, EACH TO ITS NEIGHBOR ALONG ALL CONTACTING EDGES TO INSURE THE FORMATION OF A CONTINUOUS STRUCTURAL UNIT. SPECIAL ATTENTION SHALL BE GIVEN THAT ALL PROJECTING SHARP ENDS OF WIRE ARE TURNED IN. GABION BASKETS MAY BE CUT TO FORM CURVES OR BEVELS. RE-TYING SHALL BE IN A MANNER TO PRODUCE A CLOSED CELL AND RE-TYING OF THE BASKET SHALL BE IN THE SAME MANNER AS THE ASSEMBLY. EXCESS MESH WIRE SHALL BE CUT OFF OR BE TIGHTLY AND NEATLY LACED DOWN. EXIST. GROUND GEOTEXTILE FABRIC 18" THICK LAYER OF 12" RIP-RAP VARI E S 1: 1 T O 1. 5: 1 S L O P E 3'3'VARIESRIP-RAP TYPICAL SECTION SCALE: N.T.S. GABION BASKET TYPICAL SECTION SCALE: N.T.S. TYPICAL CUT LINE 8 5 ° (0.1:1, H:V) FOLD GEOTEXTILE FABRIC 1' MIN. TYPICAL CUT LINE 45°BACKFILL & COMPACT IN 8" LIFTS TO 95% STANDARD PROCTOR DENSITY IN NARROW AREAS WHERE MECHANICAL COMPACTING EQUIPMENT CANNOT BE USED, CRUSHED ROCK BACKFILL MAY BE PLACED & TAMPED. NON-WOVEN GEOTEXTILE FABRIC FILL GABION BASKETS w/ 4"-8" RIP-RAP STONE 3% ± 1' OVERLAP GEOTEXTILE FABRIC & FILL 3'1' TYP.3'TYP.EXIST. GRADE PROP. CHANNEL GRADE BACKFILL & COMPACT IN 8" LIFTS TO 95% STD. PROCTOR DENSITY 2'CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 25 CU-22-0112-20-2117 17 KUBOTA DR IVE 511 527526524523522521519518517516514513512 511 509 508 507506 504503502 501499 498497496 494 493 492 491 491 492493 494496497498499501502503504506507508509511512513514516517518519521522523 525525525520515510505 500 495 495500505510515520 STATE HIGHWAY No. 121FRONTAGE ROAD25' B/LBLDG. AGYMNASIUM00 40'80' QUANTITIES NO ITEM UNIT QTY GRADING CONTRACTOR 1.CONSTRUCTION ENTRANCE EA 1 2.SILT FENCE LF 1100 3.ROCK BAG CHECK DAM EA 4 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.AT THE CONTRACTOR'S DISCRETION, ADDITIONAL TEMPORARY EROSION CONTROL PRACTICES MAY BE INSTALLED AS REQUIRED TO PREVENT SEDIMENT MOVEMENT DURING CONSTRUCTION. AS SITE CONDITIONS WARRANT, THE CONTRACTOR MAY ALSO MODIFY THE TYPE OR ARRANGEMENT OF SPECIFIED PRACTICES TO IMPROVE THEIR EFFECTIVENESS. THE CONTRACTOR MUST PRESENT ALL PROPOSED MODIFICATIONS TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO INSTALLATION AND RETAIN DOCUMENTATION THEREOF ON-SITE FOR REVIEW BY THE CITY INSPECTOR. 6.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. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL EROSION CONTROL DEVICES DAMAGED DUE TO CONSTRUCTION. 8.A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST. 9.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. 10.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. 11.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 WITH PERMANENT, SEED, SOD, MULCH OR OTHER MANNER CONSISTENT WITH THE APPROVED PLANS. 12.CONTRACTOR IS TO INSTALL ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. (COST TO BE INCLUDED IN BID ITEM FOR EROSION CONTROL.) 13.DEVELOPER TO SOD ALL DISTURBED AREAS AS PART OF LANDSCAPING. CONST. SILT FENCE AT LIMITS OF DISTURBANCE BENCHMARKS: 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) LEGEND X SILT FENCE FLOW ARROW ROCK BAG CHECK DAM LOT 1 BLOCK 1 PAYCOMGABION WALLEROSION CONTROL PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-EC GABION.dwg, 12/21/2021 2:52 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com06-24-19 1"=60' 26 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D CONST. 20' x 70' STABILIZED CONSTRUCTION ENTRANCE. X X X X XXXXXXX X XXXXXX CITY PROJECT NO. 1810023-PAYCOMCASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 26 CU-22-0112-20-211717 BLDG. AGYMNASIUMPARKING GARAGEKUB O T A D RI V E KUBOTA DR IVE STATE HIGHWAY No. 121FRONTAGE ROAD00 60'120' 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 WILL BE BACKFILLED PER CITY STANDARD EMBEDMENT DETAILS. 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. 8. SANITARY SEWER PIPES SHALL BE A MINIMUM OF SDR35 PVC AND MEET ALL TCEQ AND NTCOG SEPARATION REQUIREMENTS. LEGEND PROPOSED SAN. SEWER SERVICE LINE EXISTING SAN. SEWER LINE EXISTING STORM SEWER LINE EXISTING GAS LINE EXISTING UNDERGROUND TELEPHONE SERVICE LINE PROPOSED WATER LINE EXISTING WATER LINE PROPOSED STORM SEWER LINE PROP. 15' U/E PROP. 15' U/E PROP. 35' D & U/E PROP. 15' D/E PROP. 15' U/E PROPOSED SAN. SEWER FORCE MAIN PROPOSED SAN. SEWER LINE CONST. DOMESTIC WATER SERVICE LINE CONST. DOMESTIC WATER SERVICE LINE CONST. DOMESTIC WATER SERVICE LINE CONST. DOMESTIC WATER SERVICE LINE PROPOSED FIRE HYDRANT PROPOSED FDC CONST. DOMESTIC WATER SERVICE LINE PROPOSED TRANSFORMER CONST. GAS LINE CONST. GAS LINE BENCHMARKS: 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) CONST. TRANSFORMER PROP. 15' U/E PROPOSED DOMESTIC WATER SERVICE LINE PROPOSED ELECTRIC LINE PROPOSED GAS LINE PROPOSED PRIVATE FIRE LINE PROP. LIGHT POLES (TYP.) RE: ELECTRICAL PLANS PROP. MECHANICAL EQUIPMENT RE: MECHANICAL PLANS PROPOSED LIGHT POLE PROPOSED TELECOM LINE PROP. BUILDING LIFT STATION RE: SHT. 46 LOT 1 BLOCK 1 PAYCOMUTILITY PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-UTILITY.dwg, 12/21/2021 2:53 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=60' 34 LOT 1 BLOCK 1 PAYCOM 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D CITY PROJECT NO. 1810023-PAYCOMCU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 34 1717 17 KUB O T A D RI V E KUBOTA DR IVE 511 527526524523522521519518517516514513512 511 509 508 507506 504503502 501499498497496 494 493 492 491 491 492493 494496497498499501502503504506507508509511512513514516517518519521522523524526527528529 525525525520515510505 500 495 495500505510515520525 STATE HIGHWAY 121FRONTAGE ROAD526 525 524523522521520519518527526525524523522521520 LOT 1 BLOCK 1 PAYCOMDRAINAGE AREA MAPSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-DA.dwg, 12/21/2021 2:54 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com12-03-21 1"=60' 48 LOT 1 BLOCK 1 PAYCOM 00 60'120'CITY PROJECT NO. 1810023-PAYCOM3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051DRAINAGE AREA DESIGNATION DRAINAGE AREA BOUNDARY LEGEND DRAINAGE AREA TABLE DRAINAGE AREA AREA (AC)C TC (MIN.) I100 (IN/HR) Q100 (CFS)COMMENTS A1 0.51 0.80 10 9.46 3.90 TO PROP. 5' SQ. DROP INLET A8 A2 0.15 0.80 10 9.46 1.10 TO PROP. 5' C.I. A7 A3 0.13 0.80 10 9.46 1.00 TO PROP. 5' C.I. A6 A4 0.20 0.80 10 9.46 1.50 TO PROP. 5' C.I. A4 A5 0.36 0.80 10 9.46 2.70 TO PROP. 5' C.I. A3 A6 0.68 0.80 10 9.46 5.10 TO PROP. 10' C.I. A2 B1 1.05 0.80 10 9.46 6.70 TO PROP. 10' C.I. B5 B2 0.17 0.80 10 9.46 1.30 TO PROP. 5' C.I. B4 B3 0.26 0.80 10 9.46 2.00 TO PROP. 5' C.I. B3 B4 0.52 0.80 10 9.46 2.00 TO PROP. 5' C.I. B2 B5 1.75 0.80 10 9.46 13.20 PARKING GARAGE TO D07 C1 0.07 0.80 10 9.46 0.50 TO PROP. 2' SQ. AREA INLET C06 C2 0.08 0.80 10.68 9.20 0.50 TO PROP. 2' SQ. AREA INLET C05 C3 0.36 0.80 10 9.46 2.70 BUILDING 'A' TO C04 C4 0.05 0.80 10 9.46 0.40 TO PROP. 2' SQ. AREA INLET C08 C5 0.05 0.80 10 9.46 0.40 TO PROP. 2' SQ. AREA INLET C07 C6 0.15 0.80 10 9.46 1.10 TO PROP. 2' SQ. AREA INLET C02 C7 0.16 0.80 10 9.46 1.10 TO PROP. 2' SQ. AREA INLET C01 C8 0.36 0.80 10 9.46 2.70 BUILDING 'A' TO C01 D1 0.11 0.80 10 9.46 0.80 TO PROP. 5' C.I. D7.1 D2 0.15 0.80 10 9.46 1.10 TO PROP. 5' C.I. D7.2 E1 0.50 0.80 10 9.46 3.80 TO PROP. 3' SQ. AREA INLET E02 E2 0.37 0.80 10 9.46 2.80 TO PROP. 3' SQ. AREA INLET E01 F1 0.24 0.80 10 9.46 1.80 TO PROP. 5' C.I. F02 F2 0.25 0.80 10 9.46 1.90 TO PROP. 5' C.I. F01 G1 0.23 0.80 10 9.46 1.70 TO PROP. 5' C.I. D08 H1 0.20 0.80 10 9.46 1.50 TO PROP. 5' C.I. D04 J1 0.32 0.80 10 9.46 2.40 TO PROP. 10' C.I. D03 J2 0.39 0.80 10 9.46 3.00 TO PROP. 15' C.I. D02 K1 1.71 0.80 11.36 8.96 12.30 SHEET FLOW TO KUBOTA DR. X1 0.39 0.80 10 9.46 3.00 TO PROP. TRENCH DRAIN G1 X FLOW ARROW K1 D1 D2 F1 B1 F2 G1 H1 J1 J2 X1 E2 E1 B5 B4 C7 C6 C4 C1 C5 C2 A1 C3 C8 A2 A3 A4 A5 A6PARKING GARAGEGYMNASIUMBLDG. ASTA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E DCU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 48 1717 LOT BLOCK 1 PAYCOMHYDRAULIC CALCULATIONSSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale: (Horiz.) (Vert.)Copyright © 2021 Johnson & Associates, Inc.ACAD FILE: H:\3943\3943002\3943002-STORM.dwg, 12/21/2021 2:59 PM, Christie StoneXREFS LOADED:1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com05-24-19 LOT 1 BLOCK 1 PAYCOM 493489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D CITY PROJECT NO. 1810023-PAYCOMCU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 49 1717 GYMNASIUM526 52552452352252152051951810+00 11+00 12+0013+00 14+00 15+0016+00 A01 A02 A03A04A05A06A07A08 42" 36" 36"36"18"18"18" A01 CONST. 16.77 LF 42" RCP @ 0.30% A02 CONST. 190.11 LF 36" RCP @ 0.38% A03 CONST. 117.00 LF 36" RCP @ 0.38% CONST. 72.18 LF 36" RCP @ 0.38% A05 A06 A07 A08 CONST. 95.01 LF 18" RCP @ 0.50% CONST. 90.00 LF 18" RCP @ 0.50% CONST. 58.32 LF 18" RCP @ 0.50% STA. 10+00-CL LINE 'A' BEGIN CONSTRUCTION LINE 'A' STUB PIPE THROUGH RETAINING WALL N=7041049.7627 E=2419762.1846 A01 FL NW=505.60 STA. 10+16.77-CL LINE 'A' CONST. 1-STD. 5' SQ. MANHOLE N=7041059.6510 E=2419748.6422 TR=515.12 A02 FL NW=506.15 FL NE=509.34 FL SE=505.65 STA. 12+06.88-CL LINE 'A' CONST. 1-STD. 5' SQ. MANHOLE N=7041171.7576 E=2419595.1077 TR=515.98 A03 FL NW=506.87 FL SW=510.89 FL N=507.87 FL SE=506.87 STA. 13+23.88-CL LINE 'A' CONST. 1-STD. 5' SQ. MANHOLE N=7041245.0420 E=2419503.9025 TR=516.67 A04 FL NW=507.32 FL SW=511.50 FL SE=507.32 STA. 13+96.06-CL LINE 'A'= CONST. 1-STD. 5' SQ. MANHOLE N=7041290.2526 E=2419447.6361 TR=517.36 A05 STA. 10+00-CL LINE 'B' FL NW=509.09 FL NE=508.59 FL SE=507.59 STA. 14+54.38-CL LINE 'A' CONST. 1-STD. 4' DIA. MANHOLE N=7041326.7823 E=2419402.1736 TR=517.24 A06 FL NW=509.38 FL SW=512.10 FL SE=509.38 STA. 15+44.38-CL LINE 'A' CONST. 1-STD. 4' DIA. MANHOLE N=7041383.1549 E=2419332.0157 TR=517.26 A07 FL NW=509.83 FL SW=512.10 FL SE=509.83 STA. 16+39.39-CL LINE 'A' END CONSTRUCTION LINE 'A' CONST. 1-STD. 5' SQ. DROP INLET N=7041442.6675 E=2419257.9500 TR=525.00 A08 FL SE=510.30 LINE 'A' 490 500 510 520 530 490 500 510 520 530 9+0010+0011+0012+0013+0014+0015+0016+0017+00 A04 FL= 47FL=506.85FL=507.23FL=509.11FL=509.61FL=510.11 LOT 1 BLOCK 1 PAYCOM3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STORM SEWER PLAN & PROFILELINE 'A'SHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale: (Horiz.) (Vert.)Copyright © 2021 Johnson & Associates, Inc.ACAD FILE: H:\3943\3943002\3943002-STORM.dwg, 12/21/2021 2:59 PM, Christie StoneXREFS LOADED:1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com05-24-19 1"=40' 1"= 4' LOT 1 BLOCK 1 PAYCOM 50 00 40'80' PROP. 8" WATER LINE EXIST. 25' LT. EXIST. CL EXIST. 25' RT. FILL AREA SEE NOTE 4 SHT. 4 PROP. STORM SEWER LINE 'C' RE: SHT. 52 PROP. CL CONSTRUCTION CONST. 50 SY 12"-18" DIA. RIP-RAP w/ FILTER BLANKET (18" THICK)PARKINGGARAGEBLDG. ACONST. 21 LF 18" RCP 1-5' SUMP CURB INLET TC=517.50 FL=512.50 CONST. 10 LF 18" RCP 1-10' SUMP CURB INLET TC=515.20 FL=510.20 CONST. 32.71 LF 18" RCP 1-4' DIA. MANHOLE FL=510.00 PROP. STORM SEWER LINE 'B' RE: SHT. 51 PROP. 6" WATER LINE CONST. 50 SY 12"-18" DIA. RIP-RAP w/ FILTER BLANKET (18" THICK)STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D BENCHMARKS: 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) PROP. 35' D & U/E 25.84'25.84'7.5'7.5'PROP. 15' D/E PROP. RETAINING WALL PROP. RETAINING WALL 5' WIDE, GRASS LINED SWALE PROP. RETAINING WALL CONST. 21 LF 18" RCP 1-5' SUMP CURB INLET TC=517.50 FL=512.50 CONST. 21 LF 18" RCP 1-5' SUMP CURB INLET TC=5516.50 FL=511.90 CONST. 21 LF 18" RCP 1-5' SUMP CURB INLET TC=516.25 FL=511.25FF 1ST FLOOR=518.25FF BASEMENT=507.25FF=518.25FF=518.259.16'CITY PROJECT NO. 1810023-PAYCOMHGL 100 YR. WSEL=505.60 STA. 14+19.88 PROP. 6" WATER LINE FL=512.40 CU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 50 1717 GYMNASIUM PARKING GARAGE 516517518519521 522 523 524 526 520 525 524 523 522 521 520 519 518 10+00 11+00 12+00 13+00 N38°46'56"E B01 B02 A05 24"24" CONST. 302.60 LF 24" RCP @ 0.30% B01 CONST. 82.02 LF 24" RCP @ 0.44% A05 B02 STA. 13+96.06-CL LINE 'A'= 1-STD. 5' SQ. MANHOLE N=7041290.2526 E=2419447.6361 TR=517.36 A05 STA. 10+00-CL LINE 'B' BEGIN CONSTRUCTION LINE 'B' FL NW=509.09 FL NE=508.59 FL SE=507.59 STA. 10+36.82-CL LINE 'B' CONST. 1-STD. 4' DIA. MANHOLE N=7041318.9558 E=2419470.6995 TR=517.17 B01 FL NE=508.77 FL SW=508.27 STA. 10+82.02-CL LINE 'B' CONST. 1-STD. 4' DIA. MANHOLE N=7041354.1906 E=2419499.0110 TR=516.63 B01 FL NE=508.95 FL NW=510.75 FL SW=508.95 FL SE=510.00 STA. 11+77.02-CL LINE 'B' CONST. 1-STD. 4' DIA. MANHOLE N=7041428.2461 E=2419558.5154 TR=517.10 B03 FL NE=509.24 FL NW=511.00 FL SW=509.24 STA. 12+84.62-CL LINE 'B' CONST. 1-STD. 4' DIA. MANHOLE N=7041512.1225 E=2419625.9110 TR=517.15 B04 FL NE=509.56 FL NW=511.00 FL SW=509.56 STA. 13+84.62-CL LINE 'B' END CONSTRUCTION LINE 'B' CONST. 1-STD. 4' DIA. MANHOLE N=7041590.0757 E=2419688.5472 TR=516.58 B02 FL NW=510.68 FL SW=509.86 FL=509.01FL=509.31FL=509.61LINE 'B' 500 510 520 530 500 510 520 530 9+00 10+00 11+00 12+00 13+ 14+00 15+00 LOT 1 BLOCK 1 PAYCOMSTORM SEWER PLAN & PROFILELINE 'B'SHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale: (Horiz.) (Vert.)Copyright © 2021 Johnson & Associates, Inc.ACAD FILE: H:\3943\3943002\3943002-STORM.dwg, 12/21/2021 2:59 PM, Christie StoneXREFS LOADED:1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com05-24-19 1"=40' 1"= 4' LOT 1 BLOCK 1 PAYCOM 51 00 40'80' PROP. 6" PRIVATE WATER LINE PROP. 6" SAN. SEWER LINE EXIST. 25' LT. EXIST. CL EXIST. 25' RT. PROP. STORM SEWER LINE 'A' RE: SHT. 50 PROP. CL CONSTRUCTION STA. 10+17.40 PROP. 6" WATER LINE FL=512.40 PROP. STORM SEWER LINE 'C-1' RE: SHT. 52 PROP. STORM SEWER LINE 'C' RE: SHT. 52 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D BENCHMARKS: 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) PROP. 35' D & U/E 6.25'PROP. GAS LINE20'10'STA. 11+94.73 PROP. 6" SAN. SEWER LINE FL=508.30 CONST. 10 LF 18" RCP 1-5' SUMP CURB INLET TC=517.20 FL=511.20 CONST. 10 LF 18" RCP 1-5' SUMP CURB INLET TC=517.20 FL=511.20 CONST. 10 LF 18" RCP 1-5' SUMP CURB INLET TC=516.95 FL=510.95 CONST. 10 LF 18" RCP 1-10' SUMP CURB INLET TC=516.88 FL=510.88 FF 1ST FLOOR=518.25 FF BASEMENT=507.25 FF=518.25 CITY PROJECT NO. 1810023-PAYCOMHGL CONST. 24 LF 12" RCP @ 1.00% FL=510.24 CONST. 101.50 LF 12" RCP @ 1.00% PROP. 6" ROOF DRAIN RE: MECHANICAL PLANS 16 16ADDENDUM 16, REVISED09-10-21CU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 51 1717 17 BLDG. A GYMNASIUM 509 511512513514516517518519521 522 510515520 518 10+00 11+00 12+00 13+00C02 C04 C06 C07 A03 C0518"18"18"18" 24" C03 C01 18" CONST. 74.68 LF 18" RCP @ 0.30% C07C06 CONST. 16.63 LF 18" RCP @ 0.30% C05 CONST. 45.15 LF 18" RCP @ 0.30% CONST. 50.00 LF 18" RCP @ 0.50% CONST. 79.79 LF 24" RCP @ 0.30% A03 C02 C04 STA. 12+06.88-CL LINE 'A'= 1-STD. 5' SQ. MANHOLE N=7041171.7576 E=2419595.1077 TR=515.98 A03 STA. 10+00-CL LINE 'C' BEGIN CONSTRUCTION LINE 'C' FL NW=506.87 FL SW=510.89 FL N=507.87 FL SE=506.87 STA. 11+36.48-CL LINE 'C' CONST. 1-STD. 2'x 2' AREA INLET N=7041291.1353 E=2419657.3380 TR=517.85 C02 FL SW=508.89 FL NE=508.89 STA. 12+20.56-CL LINE 'C'= CONST. 1-STD. 4' DIA. MANHOLE N=7041356.6777 E=2419710.0018 TR=517.87 C04 STA. 10+00-CL LINE 'C-1' FL NE=509.28 FL NW=509.78 FL SW=509.28 STA. 12+65.71-CL LINE 'C' CONST. 1-STD. 4' DIA. MANHOLE N=7041391.8710 E=2419738.2799 TR=517.68 C05 FL NW=509.41 FL SW=509.41 STA. 12+82.34-CL LINE 'C' CONST. 1-STD. 2'x 2' AREA INLET N=7041402.2905 E=2419725.3125 TR=517.50 C06 FL NW=509.46 STA. 13+57.03-CL LINE 'C' END CONSTRUCTION LINE 'C' CONST. 1-STD. 2'x 2' AREA INLET N=7041449.0700 E=2419667.0936 TR=517.50 C07 FL SE=509.69 FL=508.71FL=509.20FL=509.52LINE 'C' 500 510 520 530 500 510 520 530 9+00 10+00 11+00 12+00 13+00 14+00 CONST. 34.08 LF 18" RCP @ 0.40% STA. 11+86.48-CL LINE 'C' CONST. 1-STD. 2'x 2' AREA INLET N=7041330.1120 E=2419688.6561 TR=517.55 C03 FL NE=509.14 FL SW=509.14 C03C01 CONST. 56.70 LF 18" RCP @ 0.50% STA. 10+79.79-CL LINE 'C' CONST. 1-STD. 4' DIA. MANHOLE N=7041246.9368 E=2419621.8242 TR=516.89 C01 FL NE=508.61 FL S=508.11 LINE 'C-1' 500 510 520 530 500 510 520 530 9+0010+0011+0012+00 STA. 12+20.56-CL LINE 'C'= 1-STD. 4' DIA. MANHOLE N=7041356.6777 E=2419710.0018 TR=517.87 C04 STA. 10+00-CL LINE 'C-1' BEGIN CONSTRUCTION LINE 'C-1' FL NE=509.28 FL NW=509.78 FL SW=509.28 STA. 10+36.32-CL LINE 'C-1' CONST. 1-STD. 2'x 2' AREA INLET N=7041379.4289 E=2419681.6871 TR=517.50 C08 FL NW=509.89 FL SE=509.89 STA. 10+91.32-CL LINE 'C-1' END CONSTRUCTION LINE 'C-1' CONST. 1-STD. 2'x 2' AREA INLET N=7041413.8768 E=2419638.8155 TR=517.50 C09 FL SE=510.05 C09 C08 CONST. 36.32 LF 12" RCP @ 0.30% CONST. 55.00 LF 12" RCP @ 0.30% C04 BLDG. AGYMNASIUMPARKING GARAGE5095 1 1 5 1 2 5 1 3 5 1 4 5 1 6 5 1 7 5 1 8 5 1 9 1 5 52052510+00 C08C09 C04 12"12" LOT 1 BLOCK 1 PAYCOMSTORM SEWER PLAN & PROFILELINES 'C' & 'C-1'SHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale: (Horiz.) (Vert.)Copyright © 2021 Johnson & Associates, Inc.ACAD FILE: H:\3943\3943002\3943002-STORM.dwg, 12/21/2021 2:59 PM, Christie StoneXREFS LOADED:1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com05-24-19 1"=40' 1"= 4' LOT 1 BLOCK 1 PAYCOM 52 00 40'80' EXIST. 25' LT. EXIST. CL EXIST. 25' RT. PROP. CL CONSTRUCTION RE: LANDSCAPE PLANS STA. 10+19.42 PROP. 8" WATER LINE FL=511.40 00 40'80' STA. 10+92.93 PROP. 8" SAN. SEWER LINE FL=505.40 EXIST. 25' LT. EXIST. CL EXIST. 25' RT. PROP. CL CONSTRUCTION RE: LANDSCAPE PLANS PROP. 8" WATER LINE PROP. 8" SAN. SEWER LINE CONST. 105.31 LF 12" RCP @ 1.00% TO 5' FROM BLDG. RE: PLUMBING PLANS FOR CONTINUATION FL=514.25 CONST. 49.30 LF 12" RCP @ 1.00% TO 5' FROM BLDG. RE: PLUMBING PLANS FOR CONTINUATION FL=514.25 PROP. STORM SEWER LINE 'A' RE: SHT. 50 PROP. STORM SEWER LINE 'C-1' RE: THIS SHT. PROP. STORM SEWER LINE 'B' RE: SHT. 51 PROP. STORM SEWER LINE 'C' RE: THIS SHT. PROP. 8" SAN. SEWER LINE STA. 10+10 PROP. 8" SAN. SEWER LINE FL=506.20 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D BENCHMARKS: 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)2'MIN.FILL AREA SEE NOTE 4 SHT. 4 FILL AREA SEE NOTE 4 SHT. 4 PROP. 35' D & U/E FF=518.25 FF=518.25CONST. 23.50 LF 6" SCH 40 PVC @ 1.00% TO 5' FROM BLDG. RE: PLUMBING PLANS FOR CONTINUATION FL=514.25 FF=518.25FF 1ST FLOOR=518.25FF BASEMENT=507.25FF=518.25 CITY PROJECT NO. 1810023-PAYCOMHGL HGL 2'MIN.PROP. ELECTRIC LINE 16 16ADDENDUM 16, REVISED09-10-21JUNCTION BOX 517.80 AREA DRAINS (TYP.) RE: LANDSCAPE PLAN CONNECT TO STORM SEWER LINE C-1 AREA DRAINS (TYP.) RE: LANDSCAPE PLAN CONNECT TO STORM SEWER LINE C JUNCTION BOX 518.14 16 CU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 52 1717 KUBOTA DRIVE10+00D05 18" D10 15' B/L 4934924914914934944 9 6 4 9 7 4 9 8 4 9 9 5 0 1502503504 5 0 6 5 0 7 5 0 8 5 0 9 51 1 51 2 51 3 51 4 4955 0 0 505510515 10+00 11+00 12+00 13+00 14+00 15+00 16+00D02 D04D05 D06 D07 36" 36" 36" 36" 30" D01 D03 D0824"D09 18" CONST. 43.39 LF 36" RCP @ 0.59% D01 D02 CONST. 81.57 LF 36" RCP @ 0.59% D04 CONST. 118.69 LF 36" RCP @ 0.59% D05 CONST. 79.40 LF 36" RCP @ 0.59% D06 CONST. 161.12 LF 30" RCP @ 0.59% D07 FL SE=496.53 FL=495.09FL=495.68FL=496.27FL=497.36FL=497.95FL=498.81D03 CONST. 28.31 LF 36" RCP @ 0.59% LINE 'D' 490 500 510 520 530 490 500 510 520 530 9+0010+0011+0012+0013+0014+0015+0016+0017+00 CONST. 121.66 LF 24" RCP @ 0.35% CONST. 68.00 LF 18" RCP @ 0.50% D08 D09 STA. 12+64.95-CL LINE 'D'= 1-STD. 6' DIA. MANHOLE N=7041613.9954 E=2419960.6152 TR=515.10 D05 STA. 10+00-CL LINE 'D-1' BEGIN CONSTRUCTION LINE 'D-1' FL NW=496.06 FL NE=510.60 FL SE=496.06 STA. 10+30.68-CL LINE 'D-1' END CONSTRUCTION LINE 'D-1' CONST. 1-STD. 5' SUMP CURB INLET N=7041632.2036 E=2419985.3067 TC=514.74 D10 FL SW=510.75 D05 CONST. 30.68 LF 18" RCP @ 0.49% D10 LINE 'D-1' 490 500 510 520 490 500 510 520 9+00 10+00 11+00 STA. 9+93-CL LINE 'D' BEGIN CONSTRUCTION LINE 'D' STUB PIPE THROUGH RETAINING WALL N=7041370.5184 E=2420080.6339 D01 FL NW=494.46 STA. 10+36.38-CL LINE 'D' CONST. 1-STD. 15' SUMP CURB INLET N=7041410.4053 E=2420063.5659 TC=510.52 D02 FL NW=494.71 FL SE=494.71 STA. 11+46.27-CL LINE 'D' CONST. 1-STD. 5' SUMP CURB INLET N=7041511.4267 E=2420020.3378 TC=513.00 D04 FL NW=495.36 FL SE=495.36 STA. 12+64.95-CL LINE 'D'= CONST. 1-STD. 6' DIA. MANHOLE N=7041613.9954 E=2419960.6152 TR=515.10 D05 STA. 10+00-CL LINE 'D-1' FL NW=496.06 FL NE=510.60 FL SE=496.06 STA. 13+44.35-CL LINE 'D'= CONST. 1-STD. 6' SQ. MANHOLE N=7041663.7266 E=2419898.7228 TR=516.41 D06 STA. 10+00-CL LINE 'E'= FL NW=497.03 FL SW=505.50 FL NE=505.50 FL SE=496.53 STA. 10+00-CL LINE 'F' STA. 15+05.47-CL LINE 'D' CONST. 1-STD. 6' DIA. MANHOLE N=7041764.6439 E=2419773.1274 TR=519.01 D07 FL NE=512.00 FL SE=497.98 FL SW=498.48 FL SW=512.00 STA. 11+17.95-CL LINE 'D' CONST. 1-STD. 10' SUMP CURB INLET N=7041485.3970 E=2420031.4761 TC=506.70 D03 FL NW=495.20 FL SE=495.20 530 STA. 16+27.13-CL LINE 'D' CONST. 1-STD. 6' DIA. MANHOLE N=7041695.6741 E=2419672.9091 TR=517.57 D08 FL NE=498.91 FL NW=499.41 FL SW=499.91 STA. 16+95.13-CL LINE 'D' END CONSTRUCTION LINE 'D' CONST. 1-STD. 6' DIA. MANHOLE N=7041738.2668 E=2419619. TR=518.24 D09 FL SE=499.75 FL SW=500.25 LOT 1 BLOCK 1 PAYCOMSTORM SEWER PLAN & PROFILELINES 'D' & 'D-1'SHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale: (Horiz.) (Vert.)Copyright © 2021 Johnson & Associates, Inc.ACAD FILE: H:\3943\3943002\3943002-STORM.dwg, 12/21/2021 2:59 PM, Christie StoneXREFS LOADED:1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com05-24-19 1"=40' 1"= 4' LOT 1 BLOCK 1 PAYCOM 53 00 40'80' EXIST. 25' LT. EXIST. CL EXIST. 25' RT. PROP. STORM SEWER LINE 'E' RE: SHT. 54 PROP. CL CONSTRUCTION CONST. 34 SY 12"-18" DIA. RIP-RAP w/ FILTER BLANKET (18" THICK) STA. 10+96.79 PROP. 8" WATER LINE FL=501.10 STA. 10+43.25 PROP. 8" SAN. SEWER LINE FL=502.20 PROP. 8" SAN. SEWER LINE PROP. 8" WATER LINE PROP. ELECTRIC LINE PROP. STORM SEWER LINE 'G' RE: SHT. 55 PROP. GAS LINE PROP. FORCE MAIN LINE STA. 12+50.77 PROP. FORCE MAIN LINE FL=510.60 PROP. 8" WATER LINE PROP. GAS LINE STA. 14+42.06 PROP. 8" WATER LINE FL=512.30 PROP. ELECTRIC LINE PROP. STORM SEWER LINE 'F' RE: SHT. 54 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D BENCHMARKS: 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) FILL AREA SEE NOTE 4 SHT. 4 STA. 11+79.07 APPROX. LOCATION PROP. ELECTRIC LINE STA. 12+45.77 APPROX. LOCATION PROP. GAS LINE STA. 14+55.81 APPROX. LOCATION PROP. GAS LINE STA. 14+27.74 APPROX. LOCATION PROP. ELECTRIC LINE KUBOTA DR. CONST. 34 SY 12"- 18" DIA. RIP-RAP w/ FILTER BLANKET (18" THICK)60'R/WPROP. STORM SEWER LINE 'D-1' RE: THIS SHT. CONST. 36.20 LF 18" RCP 1-5' SUMP CURB INLET TC=518.32 FL=513.32 CONST. 41.80 LF 18" RCP 1-5' SUMP CURB INLET TC=518.32 FL=513.32 PROP. RETAINING WALL 00 40'80' EXIST. 25' LT. EXIST. CL EXIST. 25' RT. STA. 10+15.38 PROP. 8" SAN. SEWER LINE FL=508.60 PROP. 8" SAN. SEWER LINE FILL AREA SEE NOTE 4 SHT.4 PROP. CL CONSTRUCTION PROP. FORCE MAIN LINE PROP. GAS LINE 60' R/W PROP. STORM SEWER LINE 'D' RE: THIS SHT. PROP. RETAINING WALL 100 YR. WSEL=498.50 CITY PROJECT NO. 1810023-PAYCOM2'MIN.HGL HGL ROOF DRAIN LINES RE: PLUMBING PLANS FF 1ST F L O O R = 5 1 8 . 2 5 FF BAS E M E N T = 5 0 7 . 2 5 PARKI N G G A R A G E CU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 53 1717 KUBOTA DRIVE509 511512 10+0011+00 E01E02 D06 18"18" STA. 13+44.35-CL LINE 'D'= 1-STD. 6' SQ. MANHOLE N=7041663.7266 E=2419898.7228 TR=516.41 D06 STA. 10+00-CL LINE 'E'= BEGIN CONSTRUCTION LINE 'E' FL NW=497.03 FL SW=505.50 FL NE=505.50 FL SE=496.53 STA. 10+00-CL LINE 'F' STA. 10+75.50-CL LINE 'E' CONST. 1-STD. 3'x 3' GRATED INLET N=7041604.8719 E=2419851.4325 TR=516.15 E01 FL SW=508.08 FL NE=508.08 STA. 11+90-CL LINE 'E' END CONSTRUCTION LINE 'E' CONST. 1-STD. 3'x 3' GRATED INLET N=7041515.6155 E=2419779.7140 TR=516.00 E02 FL NE=512.00 D06 E02 CON S T . 1 1 4 . 5 0 L F 18" R C P @ 3 . 4 2 % E01 CON S T . 7 5 . 5 0 L F 18" R C P @ 3 . 4 2 %FL=509.17LINE 'E' 490 500 510 520 490 500 510 520 9+0010+0011+0012+0013+00 10 + 0 0 11+0 0 F01 F02 D06 18" 18 " STA. 10+65.35-CL LINE 'F' CONST. 1-STD. 5' SUMP CURB INLET N=7041717.7573 E=2419935.4914 TC=515.86 F01 FL NW=507.72 FL SW=507.72 STA. 11+74.66-CL LINE 'F' END CONSTRUCTION LINE 'F' CONST. 1-STD. 5' SUMP CURB INLET N=7041808.1560 E=2419874.0398 TC=516.46 F02 FL SE=511.44 STA. 13+44.35-CL LINE 'D'= 1-STD. 6' SQ. MANHOLE N=7041663.7266 E=2419898.7228 TR=516.41 D06 STA. 10+00-CL LINE 'F'= BEGIN CONSTRUCTION LINE 'F' FL NW=497.03 FL SW=505.50 FL NE=505.50 FL SE=496.53 STA. 10+00-CL LINE 'E' D06 CONST . 6 5 . 3 5 L F 18" RC P @ 3 . 4 0 % F01 CONST . 1 0 9 . 3 1 L F 18" RC P @ 3 . 4 0 % F02 FL=508.90LINE 'F' 490 500 510 520 490 500 510 520 9+00 10+00 00 12+00 LOT 1 BLOCK 1 PAYCOMSTORM SEWER PLAN & PROFILELINES 'E' & 'F'SHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale: (Horiz.) (Vert.)Copyright © 2021 Johnson & Associates, Inc.ACAD FILE: H:\3943\3943002\3943002-STORM.dwg, 12/21/2021 2:59 PM, Christie StoneXREFS LOADED:1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com05-24-19 1"=40' 1"= 4' LOT 1 BLOCK 1 PAYCOM 54 00 40'80' PROP. 8" SAN. SEWER LINE EXIST. 25' LT. EXIST. CL EXIST. 25' RT. PROP. CL CONSTRUCTION STA. 10+20.06 PROP. 8" SAN. SEWER LINE FL=509.10 PROP. STORM SEWER LINE 'D' RE: SHT. 53 00 40'80'KUBOTA DR.KUB O T A D R. PROP. STORM SEWER LINE 'F' RE: THIS SHT. EXIST. 25' LT. EXIST. CL EXIST. 25' RT. PROP. CL CONSTRUCTION PROP. 8" SAN. SEWER LINE PROP. ELECTRIC LINE PROP. GAS LINE PROP. STORM SEWER LINE 'D' RE: SHT. 53 PROP. STORM SEWER LINE 'E' RE: THIS SHT.3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D BENCHMARKS: 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) FILL AREA SEE NOTE 4 SHT. 4 FILL AREA SEE NOTE 4 SHT. 4 STA. 11+47.44 APPROX. LOCATION PROP. ELECTRIC LINE60'R/W 60' R/W PROP. STORM SEWER LINE 'F' RE: THIS SHT. PROP. STORM SEWER LINE 'E' RE: THIS SHT.CITY PROJECT NO. 1810023-PAYCOMHGL HGL CU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 54 1717 498497496494 493492491 491 492 493 4944964974984995015025035045065075085095 1 1 5 1 2 5 1 3 5 1 4 5 1 6 5 1 7 5 1 8 5 1 9 4954955005055105 1 5 10+00 11+00 12+00 G03 G02 G01 12" G01 G02 G03 STA. 12+16.70-CL LINE 'G' END CONSTRUCTION TRENCH DRAIN END CONSTRUCTION LINE 'G' N=7041490.7302 E=2419860.6183 TG=501.75 FL=501.13 G03 STA. 11+02.66-CL LINE 'G' END CONSTRUCTION 12" RCP BEGIN CONSTRUCTION TRENCH DRAIN N=7041419.3030 E=2419949.5122 TG=501.75 FL=499.91 G02 STA. 9+89.25-CL LINE 'G' BEGIN CONSTRUCTION LINE 'G' BEGIN CONSTRUCTION 12" RCP CONST. 1-STD. 12" PRE-FAB CONCRETE END SECTION N=7041348.2646 E=2420037.9222 G01 FL NW=498.77 FL=499.87FL=500.45CONST. 113.41 L F 12" RCP @ 1.00 % CONST. 114.03 L F 12" WIDE TRE N C H D R A I N @ 1.08% LINE 'G' 480 490 500 510 520 480 490 500 510 520 9+0010+0011+ 0013+00 LOT 1 BLOCK 1 PAYCOMSTORM SEWER PLAN & PROFILELINE 'G'SHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale: (Horiz.) (Vert.)Copyright © 2021 Johnson & Associates, Inc.ACAD FILE: H:\3943\3943002\3943002-STORM.dwg, 12/21/2021 2:59 PM, Christie StoneXREFS LOADED:1 E. Sheridan Ave., Suite 200Certificate of Authorization #1484 Exp. Date: 06-30-2019ENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com05-24-19 1"=40' 1"= 4' LOT 1 BLOCK 1 PAYCOM 55 00 40'80' PROP. STORM SEWER LINE 'D' RE: SHT. 53 BLDG. AEXIST. 25' LT. EXIST. CL EXIST. 25' RT. PROP. CL CONSTRUCTION PROP. 8" SAN. SEWER LINE 3489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E DBENCHMARKS: 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)2'MIN.FILL AREA SEE NOTE 4 SHT. 4 PROP. POND STA. 10+26.89 PROP. 8" SAN. SEWER LINE FL=502.50 STA. 10+61.49 PROP. 8" WATER LINE FL=507.40 PROP. GAS LINE PROP. ELECTRIC LINE PROP. 8" WATER LINE STA. 11+92.69 APPROX. LOCATION PROP. GAS LINE STA. 11+25.14 APPROX. LOCATION PROP. ELECTRIC LINE CONST. 4 LF 3' DEEP CUT OFF WALL CONST. 17 SY 12"-18" DIA. RIP-RAP w/ FILTER BLANKET (18" THICK) CONST. 17 SY 12"-18" DIA. RIP-RAP w/ FILTER BLANKET (18" THICK) PROP. STORM SEWER LINE 'E' RE: SHT. 54 12" HEAVY DUTY TRENCH GRATE NEENAN R-4990-DX WITH TYPE 'A' GRATE OPENINGS 1/2" DOWELLED EXPANSION JOINT #5 BAR @ 12" O.C.6"VARIESREFER TOPLANSTRENCH DRAIN DETAIL SCALE: N.T.S. 6"6" 6"6" 3' 1/2" DOWELLED EXPANSION JOINT PROP. DOMESTIC WATER SERVICE LINE PROP. FORCE MAIN LINE PROP. RETAINING WALL PROP. COURTYARD RETAINING WALL PROP. COURTYARD RETAINING WALL STA. 12+09.39 PROP. FORCE MAIN 100 YR. WSEL=498.50 CITY PROJECT NO. 1810023-PAYCOMHGL CU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 55 1717 10+00 11+00 12+00 13+ 0 0 525524523522521520519518517516515514513512511510509508507506505504503502501+49.49, 3.50' LT. END TAPER TC=510.89 +74.50, 9.88' RT. BEGIN BRICK MEDIAN BEGIN TAPER BEGIN CURB HEIGHT TRANSITION 6" TO 4" TC=515.98 +93.57, 8.50' RT.-PC END CONSTRUCTION TC=502.96 +93.57, 8.50' LT.-PC END CONSTRUCTION TC=502.97 +87.14, 6.42' LT.-PC TC=503.06 +80.03, 0.71' RT.-PC TC=503.36 +80.55, 8.50' RT.-PC TC=503.10 +74.50, 9.09' LT. BEGIN BRICK MEDIAN BEGIN CURB HEIGHT TRANSITION 6" TO 4" TC=515.98 +84.39, 8.50' LT. END CURB HEIGHT TRANSITION TC=515.33 +84.39, 8.52' RT. END CURB HEIGHT TRANSITION TC=515.34 +46.04, 3.50' LT.-PC TC=505.00 +46.06, 8.50' LT.-PC TC=504.98 S30 ° 1 2 ' 3 9 " E 78.5 2 ' L=278.8 9 ' R=750. 0 0 ' S51°13'04"E 20.91' +48.54, 5.99' LT. END MEDIAN TC=504.97 504506510508+78.53, 6.50' RT.-PI TC=503.33 +78.53, 4.27' RT.-PI TC=503.39 KUBOTA DRIVE 490 500 510 520 530 490 500 510 520 530 9+5010+0010+5011+0011+5012+0012+5013+00 -3.64% MATCH E X I S T . G R A D E -4.24%STA. 10+74.50BEGIN BRICK MEDIANTC=516.18STA. 12+92.10BEGIN MEDIANTC=502.92STA. 12+93.57END CONSTRUCTIONTC=502.87STA. 12+46.06-PCEND BRICK MEDIANTC=504.98STA. 12+46.56-PITC=504.51STA. 12+91.60-PITC=502.60TC=514.38TC=510.69TC=507.36TC=504.37BENCHMARKS: 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 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) KU B O T A D R I V E 00 20'40' LOT 1 BLOCK 1 PAYCOMKUBOTA DRIVE MEDIAN OPENINGPLAN & PROFILESHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-MEDIAN PLANS.dwg, 12/21/2021 3:00 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com11-12-19 1"=20' 82 LOT 1 BLOCK 1 PAYCOM REVISION02-21-203489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D16'MEDIANSCALE: HORZ. 1"= 20' VERT. 1"= 4' EXIST. MEDIAN FACE OF CURB (8.5' LT. & RT.) EXIST. CL NOTE: BRICK PAVERS IN CITY ROW SHALL HAVE 1" SAND BED & FULL DEPTH CONCRETE PAVEMENT RECESS PER SECTION A-A ON CITY OF GRAPEVINE'S MEDIAN STANDARD DETAIL. BRICK PAVERS IN MEDIAN NOSE (RED BRICK: ACME-762117552589 RUMBLED HVY DTY FR 2 3/4" x 4" x 8") OR APPROVED EQUAL LEGEND PAVERS PER CITY STANDARDS24.5'24.5'R7'10.09' R2' TURN LANE PAVING SCALE: N.T.S. * REFER TO CITY OF GRAPEVINE STD. MEDIAN DETAILS FOR ADDITIONAL REQUIREMENTS 6" STABILIZED SUBGRADE 6" COMPACTED SUBGRADE 8" 5000 PSI, REINFORCED w/ #4 BARS @ 18" O.C. BW PAVING - GENERAL NOTES 1.ALL MATERIALS & CONSTRUCTION SHALL CONFORM TO THE CITY OF GRAPEVINE STANDARDS & SPECIFICATIONS. 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC MUST BE ADJUSTED TO PROPER LINE & GRADE BY THE CONTRACTOR PRIOR TO & AFTER THE PLACING OF PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE & GRADE DURING CONSTRUCTION OF THIS PROJECT. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL THE APPROPRIATE UTILITY COMPANIES FOR THE LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION AREA. 4.THE PAVING CONTRACTOR SHALL COORDINATE WITH THE UTILITY CONTRACTOR TO INSURE ALL SLEEVING FOR IRRIGATION HAS BEEN INSTALLED PRIOR TO PLACEMENT OF PERMANENT PAVEMENT. 5.ALL PAVING & EARTHWORK OPERATIONS SHALL CONFORM TO THE RECOMMENDATIONS PER THE GEOTECHNICAL REPORT. 6.TRAFFIC BARRICADES WILL BE REQUIRED FOR PAVING & STORM SEWER CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. BARRICADES SHALL CONFORM TO THE INSTALLATION SHOWN IN THE '2011 TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', AS CURRENTLY AMENDED, TEXAS DEPARTMENT OF TRANSPORTATION. 7.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. PROP. TOP OF CURB N=7041328.85 E=2420297.94 N=7041376.68 E=2420240.85 PAVING66'R/WR 5 '7CITY PROJECT NO. 1810023-PAYCOMCU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 82 1717 10+00 11+00 12+00 13+ 0 0 523522521520519518517516515514513512511510509508507506505504503502501+74.50, 9.09' LT. BEGIN CURB & GUTTER DEMO TC=515.98 +74.50, 9.88' RT. BEGIN CURB & GUTTER DEMO TC=515.98 +93.66, 9.00' RT. END CURB & GUTTER DEMO TC=502.94 +93.48, 9.00' LT. END CURB & GUTTER DEMO TC=502.95 S30 ° 1 2 ' 3 9 " E 78.5 2 ' L=278.8 9 ' R=750. 0 0 ' S51°13'04"E 20.91'525524523522521520519518517516515514513512511510509508507506505504503502501BENCHMARKS: 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) KU B O T A D R I V E 00 20'40' 1 BLOCK 1 PAYCOMKUBOTA DRIVEDEMOLITION PLAN &STRIPING PLANSHEET NUMBERDESCRIPTIONNO.REVISIONSDATEApproved By: Date: Checked By: Proj. No.: Scale:ACAD FILE: H:\3943\3943002\3943002-MEDIAN PLANS.dwg, 12/21/2021 3:00 PM, Christie StoneXREFS LOADED:3943002-BKGD.dwg 3943002-provided bdy.dwg 3943002-provided topo.dwg 3943002-FPLT.dwg 3943002-BM.dwg 3943002-SIGNATURE BLOCK.dwgCopyright © 2021 Johnson & Associates, Inc.1 E. Sheridan Ave., Suite 200Certificate of Authorization: Pending Exp. Date: PendingENGINEERS SURVEYORS PLANNERSOklahoma City, OK 73104Johnson & Associates, Inc.FAX (405) 235-8078(405) 235-8075www.jaokc.com11-12-19 1"=20' 83 LOT 1 BLOCK 1 PAYCOM REVISION02-21-203489 STATE HIGHWAY 121GRAPEVINE, DALLAS COUNTY, TEXAS 76051STA T E OF TEXAS PRO F ESSIONA L E N G INEERTIMOTHY W. JOHNSON 132052 LICEN S E D DEMOLITION PLAN 218 LF EXIST. CURB & GUTTER TO BE REMOVED 222 LF EXIST. CURB & GUTTER TO BE REMOVED KU B O T A D R I V E 00 20'40' STRIPING PLAN 4" WHITE 25' TYP. 15' TYP. REPAI N T E X I S T . L A N E S T R I P I N G (NORT H & S O U T H B O U N D L A N E S ) CL CONSTRUCTION SAWCUT RE: DETAIL THIS SHT.12"12"CURB REMOVAL DETAIL SCALE: N.T.S. 12" SAWCUT LEFT TURN ARROWS PER TXDOT STANDARDS 10' 80'12.75'12.75'11'7SAWCUT RE: DETAIL THIS SHT.CITY PROJECT NO. 1810023-PAYCOMCU-22-0112-20-21CASE NAME: PAYCOM CASE NUMBER: CU22-01 LOCATION: 3489 STATE HWY. 121 GRAPEVINE, TX 76051 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAYOR DEPARTMENT OF DEVELOPMENT SERVICES SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET #OF 33 PAYCOM ADDITION LOT 1 BLOCK 1 12-03-21 83 1717 Agenda Item #II A O:\ZCU\2022\CU22-01\CU22-01.4sprc.doc 1 TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR, PLANNER II DATE: APRIL 7, 2022 SUBJECT: CONDITIONAL USE REQUEST CU22-01 - PAYCOM RECOMMENDATION Staff recommends the Site Plan Review Committee (SPRC) consider the proposed changes to Conditional Use request CU18-22 (Ord. 18-81) to exceed the maximum building height limit, specifically to amend the parking, fire lane and landscape layout. The property is currently zoned “CC” Community Commercial District and owned by Paycom Payroll, LLC. REQUEST The applicant proposes to revise the parking layout and eliminate 69 parking spaces from 1,891 parking spaces to 1,822 parking spaces. Total required parking is 1,000 parking spaces; 1,822 parking spaces are provided. The applicant also proposes removing public access to the fire lane located between the parking garage and the gymnasium. The Fire Department will use a mountable curb to access the fire lane. As an employee amenity, new landscaping and hardscape are proposed throughout the subject site including east of the gymnasium and the southeastern portion of the site. BACKGROUND INFORMATION The subject and surrounding property was zoned “I-1" Light Industrial District prior to the 1984 City-wide 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-wide rezoning. A 35-acre tract to the west of the subject site was rezoned to “CC” Community Commercial District with zone change request Z96-08, by City Council on June 18, 1996. The area to the east of the Tarrant/Dallas County line, south of Anderson-Gibson Road, and 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-wide rezoning. • On October 16, 2018, City Council approved Conditional Use request, CU18-22 (Ord. 18-81) for the subject property to allow the maximum building height to exceed 50 feet in the “CC” Community Commercial District. • On September 15, 2015, City Council approved Conditional Use request, CU15- 38 to allow for the North American headquarters of Kubota USA to exceed the maximum building height of 50 feet in the “CC” Community Commercial District. Agenda Item #II A O:\ZCU\2022\CU22-01\CU22-01.4sprc.doc 2 The approval allowed for a 78-foot-tall building portion of the primary structure with the majority of the structure being 60 feet in height. • On July 21, 2009, City Council approved zone change request Z09-03 and Conditional Use request CU09-17, to rezone 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. • On December 19, 2006, City Council denied zone change request Z06-15 and Planned Development Overlay PD06-09, on 162.13 acres for a potential residential, office, retail, restaurant and hotel development.