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HomeMy WebLinkAboutItem 05 & 18 - CU19-15 Westgate Plaza TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTOR MEETING DATE: JUNE 18, 2019 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU19-15, WESTGATE PLAZA �- i 1 `— ooze Grapevine Lake APPLICANT: Steven Homeyer I 1 > I I.H.1635 Northwest 1 PROPERTY LOCATION AND SIZE: I 1 The subject property is addressed as 2301 Westgate Plaza and is platted as Block 3, Westgate Plaza. t Sy DFW 3 I 1 Hall-Johnson �s Airport ; The property contains approximately 2.305 acres o and has approximately 294 feet of frontage along LJ °' Glade Rd. — — I State Highway 114. i o - 3 REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to amend the previously approved site plan of CU17-14 (Ord. 2017-46) for a planned commercial center, specifically to allow for the development of two medical office buildings. The applicant intends to develop two, single story medical office buildings on the subject site; the southernmost structure will be 6,635 square feet in size and the second structure to the north will be 5,070 square feet in size. Access to both structures is provided by a mutual access easement (Westgate Plaza). Required parking for the proposed use is 83- spaces; 83-spaces are provided. City Council approved at their April 15, 2003 meeting a conditional use permit to establish a planned commercial center on the subject property. The subject site is the final remaining undeveloped portion of Westgate Plaza. 0:\ZCU\CU19-15.4 1 June 12,2019(1:35PM) PRESENT ZONING AND USE: The property is currently zoned "CC" Community Commercial District with a Planned Commercial Center Designation and is undeveloped. HISTORY OF TRACT AND SURROUNDING AREA: The subject property was zoned "R-2" Two Family Residential prior to the 1984 City Rezoning. During the City Rezoning the subject site was rezoned to "R-3.5" Two Family District. At a January 16, 1990 meeting, Council approved a rezoning (Z89-17) of the subject site to "CC" Community Commercial District and the property has remained vacant. The Grapevine Plaza Shopping Center to the east was rezoned from "C-2" Community Business District to "CN" Neighborhood Commercial District during the 1984 City Rezoning. It was later rezoned (Z85-10)to "SP" Site Plan District to allow the development of a shopping center with a grocery store with off-premise alcohol beverage sales. At the April 15, 2003 meeting, Council approved a conditional use permit (CU03-10) for a planned commercial center for a future retail/office complex. At the August 15, 2006 meeting a conditional use permit (CU06-31)was approved on the subject site to allow the development of a medical office building. A zone change request (Z06-12) and a planned development overlay (PD06-08) was approved by council at their October 17, 2006 meeting rezoning the property immediately to the north of the subject site which was part of the original planned commercial center, from "CC" Community Commercial District to "R- TH" Townhouse District with a planned development overlay to allow for reduced setbacks, and private streets. At the April 17, 2007 meeting Conditional Use Request CU07-04 (Ord. 2007-17) was approved on the adjacent site to the east to allow for the development of a veterinary hospital. A zone change request Z09-02 (Ord. 2009-23) was approved at the June 16, 2009 meeting rezoning the property immediately to the south, which was part of a larger 18.22 acres of a boundary adjustment with the City of Southlake, from "R-20"Single Family District to "CC" Community Commercial District. A planned development overlay (PD10-03) was approved at the May 18, 2010 meeting for the property immediately to the north of the subject site to allow 22 detached townhomes. City Council at the October 16, 2012 meeting approved Conditional Use Request CU12-39 (Ord. 2012-56)on the adjacent site to the east to allow a multi-phase expansion of the veterinary use. City Council at the July 18, 2017 meeting approved Conditional Use Request CU17-14 (Ord. 2017-46)on the adjacent site to the east to allow a veterinary office addition and additional parking. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "R-TH" Townhouse District - Westgate Townhomes SOUTH: State Highway 114, City of Southlake EAST: "R-5.0" Zero-Lot-Line District and "CN" Neighborhood Commercial District—Oakwood Meadows and Grapevine Plaza Shopping Center 0:\ZCU\CU19-15.4 2 June 12,2019(1:35PM) WEST: "R-20" Single Family District - undeveloped AIRPORT IMPACT: The subject tract is located within "Zone A" Zone of Minimal Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" Map. Few activities will be affected by aircraft sounds in "Zone X except for sound sensitive activities such as auditoriums, churches, schools, hospitals, and theaters. The applicant's proposal is an appropriate use in this noise zone MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial land use. The applicant's proposal is in compliance with the Master Plan. THOROUGHFARE PLAN APPLICATION: The frontage road of State Highway 114 East is not a designated thoroughfare. /at 0:\ZCU\CU19-15.4 3 June 12,2019(1:35PM) 7 Oft 10 9 8 7 U' 6 $ 24 25 26 27 12 3 4 5 9 �0000\o 1 R-MF-2 C7 10 HOUSTON AK CT 2 wls GOLIAD LN � ►� �� 23 22 21 20 19 12 2 � 5 '[ 2 3 4 13 14 15 16 17 18 A2 15 14 13 12 11 10 9 8 7 6 5 4 BNHAM TR B 1s 7 1$ 19 0 1 2 3 4 5 6 ? 8 9 10 11 1 9 8 .,, ... .. 6R-20 5 � TR 2D ::..:...:.......... :.............. 3 2 TR 2E3 1 .451 1.839 28 -NMI .... ............ .......... ........... .. C C 3 R 2A (ST T� 1 EST AArit 1 Gp kLA 1.38 @a 2 1.99 @ 1 2 1.38 a 1.99 Feet D 100 20+0 300 400 1. CU19=15 ky-," i,TK Westgate Plaza W E f f This data has been compiled by the City of Grapevine 1TsG1S department.Various official and unof#iciaf sources were Date Prepared:6l 3f 201 9 used to gather this information.Every effort was made to ensure the accuracy of this data,however,no guarantee is given or implied as to the accuracy of said data. 1cT B A S Ir CITY OF GRAPEVINE CONDITIONAL USE APPLICATION Form "A" PART 1.APPLICANT INFORMATION Name of applicant/agent:/company/contact Homeyer Engineering, Inc/ Steven Homeyer Street address of applicant/agent: PO Box 294527 City/State/Zip Code of applicant/agent: Lewisville, Texas 75029 Telephone number of applicant/agent: Fax number ofapplicant/agent 972-906-9985 972-906-9987 Email address of applicant/agent Mobile phone number of applicant/agent INFORMATION Street address of subject property 2301 Westgate Plaza Legal description of subject property(metes&bounds must be described on 8 112"x 11"sheet) Lot Block 3 Addition Westgate Plaza Size of subject property 2.31 Acres 100,445 Square footage Present zoning classcation: Proposed use of the property: CC -Community Commercial Medical Office Circle yes or no,if applies to this application Outdoor speakers Yes S Minimum/maximum district size for conditional use request: Zoning ordinance provision requiring a conditional use: Master Site Plan PART 3. PROPERTY OWNER INFORMATION Name of current property owner Highway 114 Prospect, Ltd. Street address of property owner. PO Box 50690 City/State/Zip Code of property owner Midland, Texas 79710 Telephone number of property owner.' Fax number of property owner: 432-570-6515 432-520-3700 ❑ Submit a letter describing the proposed conditional use and note the request on the site plan document ❑ In the same letter,describe or show on the site plan, and conditional requirements or conditions imposed upon the particular conditional use by applicable district regulations(example:buffer yards,distance between users) ❑ In the same letter,describe whether the proposed conditional use will,or will not cause substantial harm to the value, use, or enjoyment of other property in the neighborhood. Also, describe how the proposed conditional use will add to the value, use or enjoyment of other property in the neighborhood. ❑ Application of site plan approval(Section 47,see attached Form"B'). ❑ The site plan submission shall meet the requirements of Section 47,Site Plan Requirements. ❑ All conditional use and conditional use applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff Based on the size of the agenda,your application may be scheduled to a later date. ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. ❑ Any changes to a site plan(no matter how minor or major)approved with a conditional use or conditional use permit can only be approved by city council through the public hearing process. ❑ 1 have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowled a that all requirements of this application have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY Steven Homeyer Print Applicant's Name:Name: Applicant's Signa re: The State of t County Of = fir..) Before Me ��US �U&N L on this day personally appeared " t " ' � (norary) (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 in ten d nd and seal of office this day of 'aaviAM A.D. JESUS AGUAYO �=Notary Public,State of Texas ''"'• i�� Comm. Expires 07-23-2022 %;F 1110 ry a In And For State Of xas l �` Notary ID 131651915 Highway 114 Prospect, Ltd. Print Property Owners Name: Prd0#q1OWnWs ignat re. The State Of �•{10 S County Of W id l ia Yt L Before Me &V(�A Yt( on this day personally appeared L �t (notary) (property owner) known to me(or proved to me on the oath of card or other document)to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal)Given under my hand and seals q�offica this — day of _Al Q A.D. 0111 PVC°i KEYSHA EVANS z Notary Public, State of Texas - Comm.Expires 05-02-2023 Notary ID 130114333 Notaryiln A d F rState Of exas k 1 l CU R1. V5 ACKNOWLEDGEMENT ENT All Conditional Use and Special Use Applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. used on the .size of the agenda, your application may be scheduled to a later date. All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled Any changes to a site plan (no matter how minor or major) approved with a conditional use or a special use permit can only be approved by city council through the public hearing process. Any application for a change in zoning or for an amendment to the zoning ordinance shall have, from the date of submittal, a period of four months to request and be scheduled on an agenda before the Planning and Zoning Commission and City Council. if after said period of four months an application has not been scheduled before the Commission and Council said application shall be considered withdrawn, with forfeiture of all filing fees. The application, along with the required filing fee may be resubmitted any time thereafter for reconsideration. Belays in scheduling applications before the Planning and Zoning Commission and City Council created by city staff shall,not be considered a part of the four month period. 1 have read and understand all of the requirements as set forth by the application for conditional use or speciai use permit and acknowledge that all requirements of this application have been met at the time of submittal. Signature of Applicant Date: W Signature of Owner bS bate: --r-p-_" �.. P � � 6 c -- HOMEYER ENGINEERING , INC . CIVIL ENGINEERING-PLATTING SITE & LAND PLANNING May 6, 2019 City of Grapevine City Council & Planning and Zoning Commission 200 S. Main Street Grapevine, Texas 76051 RE: Special Use Application - Letter of Intent Lot 1, Block 3, Westgate Plaza Homeyer Engineering, Inc., on behalf of our client, is submitting this special use request for 2301 Westgate Plaza. The subject property is currently zoned Community Commercial. The future development consists of two medical offices, totaling 11,705 square feet and proposed parking lot to serve the proposed development. These medical offices coincide with the uses of the adjacent properties. The proposed special use application is to amend the existing master site plan for the Westgate Plaza Addition. If you have any uestions re ardin this request, please feel free to contact me at 972-906-9985 o Sincerely, HOMEYER ENGINEERING, INC. TBPE Firm Registration No. F-8440 Steven R. Homeyer P.E. TM� ry President ' Ad nlf_ IYir{j " n� rfy9 4 P.O. BOX 294527 ♦ LEVVISVILLE,TX 75029 ORDINANCE NO. 2019-036 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS, ISSUING CONDITIONAL USE PERMIT CU19-15 TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU17-14 (ORDINANCE NO. 2017-46) FOR A PLANNED COMMERCIAL CENTER AT BLOCK 3, WESTGATE PLAZA (2301 WESTGATE PLAZA) TO ALLOW TWO MEDICAL OFFICES IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning and Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among otherthings the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, an is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Ordinance No. 2019-036 2 Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix"D"of the City Code, by granting Conditional Use Permit No. CU19-15 to amend Site Plan CU17-14 (Ordinance No. 2017-46) for a planned commercial center, specifically to allow two medical offices (Westgate Plaza) in a district zoned "CC" Community Commercial District Regulations within the following described property: Block 3, Westgate Plaza (2301 Westgate Plaza) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Ordinance No. 2019-036 3 Section 7. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. The fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 18th day of June, 2019. APPROVED: William D. Tate Mayor ATTEST: Tara Brooks City Secretary APPROVED AS TO FORM: City Attorney Ordinance No. 2019-036 4 V/1 DING CR_ a. 0 0 X q E,LL LOTS 1-39 q in B& 1\1119-_4­�'54 E 450.9 LOTS A �c BLOCK I TawhHOMES OF NESTGATE —7 of on 2 <BEIIN A REPLAT OF LO LLJ X<Ual w" • ILO11 P�IA LJ W�0 cAB A.s,OE 68`8 Z R-0 P'T.C.T. Z -A WEST c A TE 7 9 Ell-ri Znl,L,. F-H 0 50 too In A PROJECT sB 7W "O'Ni LOCATION U)114 Ld W 01 /C Vicinity Map I �WW er— DIT101 I.E.N in> 7 in er� BLOCK 3 L9 LOT 1 2,305 AC. (100,445 SF) TOTAL FLOOR AREA 11,705 SF. z IL 113 V3 C IM FLOOR AREA RATIO 1:0.12 W F 0 a, LOT COVERAGE 12%(BLDG.) 47%(BLDG. &PAVING) 0 OPEN SPACE 5.3% 67 I/4-D ti Y v BLOCK 2R LOT 1- 3.018 AC. (131,464 SF) 17,724 SF. TOTAL FLOOR AREA k� . ..... FLOOR AREA RATIO 1 0.13 - LOT COVERAGE 14%(BLDG.) 06 21' ' & PAVING) U) oy, 73% (BLDG. A, _/6 L L71 i _L OPEN <SPACE 27% W X z W NOTES LOT 2A­ 1.594 AC, (69,451 SF) TOTAL FLOOR AREA 8,325 SF w a 1. Proposed use include Retail, Restaurant with Drive thro service, and Fmcife-iona Office 0 FLOOR AREA RATIO 1:0.12 <Z VN.1� A _J LOT COVERAGE 127 (BLDG.) ow I W 2� ArchrI elevations of proposed structures will be provided on y 12 -J < 54% (BLDG. & PAVING) < idi,aucl Site Plans and are subject to approval by the Planning and Zoning Committee and City Council 41 OPEN SPACE 46% 6 LL_c) 06 C,0�-- 3. Buildingconstruction materials Shall meet the minimum z I a of Section 54 of the Zoning Ordinance and are subject LOT 3R... 3.153 AC, (137,323 SF) W LLI standards to approval by the Planning and Zoning Committee and City ty < Council. TOTAL FLOOR AREA 27,545 SF. U) 4 T,DOT perm is for access driveway facilities on highway FLOOR AREA RATIO 1:0.20 ho I be I right-ofway p obtained and provided to the Department j C p ri a,'t 0 any construction. LOT COVERAGE 20% (BLDG) 0 f Public Work _J J: 76% (BLDG &PAVING) _J 5 Outdoor s;gnoqe will be provided with individual Site Plans in accordance with Section 60 of the Zoning Ordinance and are 17, Tree Preservation Permits shell be in accordance with Section OPEN SPACE 124% subject to approval by the Planning no Zoning C'narru7ted and 52.E of the Zoning Ordinance, nc City C . '1 18, Refer to Preliminary Plot for setback information. CU06-31/CU07-04 CU13-32 CU17-14 6. Detailed Plans and Irrigation Plans will be provided wtin in Find Flat. in d vid al Site Plans and Shall be provided in accordance 19. Lots shall provide Mutual Access Easements with each separate with So ton 5 3 of the Zoning Ordinance and are subject to approval p C in t C pr val by the PIC ring and Zoning Commit Ca no City Council. -site electrical conductors associated with new construction z < 20�All on N6 < lotions of the City of Grapevine Soil Erosion Ordinance 1,0 11 be located underground. < 7. All red, ray _J shall be met 0 uring any construction. 0- _J 21. Screening Wall - An 8 foot screening wall will be constructed by a_ 8. Off-street parking one Loading shall be in accordance with the Mosier Developer in conjunction with the development of the 24.Building Heights All structures Shall have maximum height LU LU Section 56-58 of the Zoning Ordinance and are subject to primary roadway('Public Access -osement) and public ur','ids. of I C'.ry. approval ar ova I by the Pleaning and Zoning Committee and City Council Or) 0 t The wall will be constructed of double-sided, split-faced 25.Restricted Uses L.L. < Lots 7-11 will be restricted to "CN" 9, All refuse storage areas Shelf be screened and landscaped in can crete block with a limestone white color. A continuous Theighbo,hood Commercial District uses (Retail, Professional Office, W accordance with Section 50 b 3 of the Zoning Ordinance and are concrete footin,C will be constructed and weep holes will allow for d,subje to approval by the Planning one Zoning Cararrittee and normal drainage Screening Off well construction plans will be etc.). Restaurants or Restaurants with drive-thru service are 1_T Construction Traffic Traffic associated with any construction 1­- (/) City Council. approved by the City of Gropeyins prior to any construction excluded fromthese uses. activities droll be prohibited through any rcsideaJol uses. All Or) W construction octivities and deliveries shall be limited [o 8:00 AM < 10. All utilities shall be designed and constructer in accordance with The Screening wall ,ill be constructed 5 feet re,do the existing 26.Restaurants with Dr:­TJ­ru Windows - Drive-thm restaurants - 5:0 0 PM. Mon.-Sot. the standards of the Department of Public Works. property line in Zone "A". A 5 fact " Wall Ivointenonce will not allow outdoor dining or outside auditory speakers. Easement" will be between the wall and the residential Drive-up wnnows will be Finned away from residential uses 34.AC and Electrical Units - These units p,,c] other noise generating units shall be screened from yew whether roof mounted or 11 Building heights sholl not exceed 30 feet. property line a ow for construction and maintenance of the 27.Outdoor Dining - Outdoor dining on restaurants will be ground level. Ground level units shall be locates away from all well, structurally covered and 'cooled away from residential uses. re denhol uses and surrounded with screening fence on 12. Mechanical and electrical equipment shelf create minimum noise and be completely Sly—ccrical from public view. Master developer will construct the extensions of existingevergreen hedge material 28.Lighting - Westgate P1.7a lighting shall be designed to provide r-dentiol within the 5 feet Wall Maintenance Easement to the light levels acceptable by the City 13. Detailed lighting plans will be provided with Individual Site Plans Sf,ca.rting Wall. tad Grapevine They shall be low 35.Conditional Use Request CJ19-15 is a request to amend the CASE NAME 2301,,WESTGAT--PLAZA novel d,,C.tCd downward, and poi,ad away from residential Uses previously approver Site plan of CJ17-14 (Ord. 2017-46) for a CASE NUMBER C 9-15 o "C" are not to exceed 110' in he, STGATE PLAZA and stall be ci to reflect away from adjacent property g : LOCATION: 2301 WE old are subject to approval by the Planning and Zoning Light poles within Zone planned conarri center, specifically to allow for two medical 22 L-forplaid Buffer - Ope, Space buffers will be provided Cdi.CC, Committee and City Council Z Lighted siand or builaing fccodds shall not be visible from single offices totaling 11,705 square feet. to all resideni uses in Zone "A" and one "E", Within Zone "A family homes and shall be turned off at closing. a IF T the buffer will Cry in death between 30 a, 90 fact - per a, St, The proposed reyis�ons to the Master Site Plan conform to the MAYOR SECRETARY 14 B"", yard shall comply with Sections 53 and 25M,4 of the Concept Plan. Within Zone 'B" a 20 foot Capin will be provided, Zarin, Ordinance. 29,Signs - All sign, art OIL, (Gr.pr,,rd a, S-UhIcke) must be previously approved Master Site Pl­ turnee cif at closing. Signposts shun rot exceed 40' in height as DATE Within Zone "A" landscaping will provided adjacent to the wall. 15. Density. measured from ground to the top of the sign. Upon completion of the screening well, the Mosher Developer will C. Lot Size - 30,000 min. install Live Oak trees with P[ANNING AND ZONING CGMMISE10N h a minimum size a' 3 caliper niches at Is Min. Open Space - 207 1,, 30.Durepeters - Trashreceptacles, as constructed by future lot ux I Bldg, Coyer.gi, 60% min 30 feet on center. Trees will be maintained by the Mosher development. shall beSeib of 120' from any x 80� Developer for a period of 2 years or until ultimate landscaping setback C minimum'mum DRAWN:IAA of Impervious Material - .min P g an I wdl not be pio'.1 a wale family property line of shall be fenced and acted - all installed by individual at developers. Trees an does and landscaped three sides. Landscaping shall consist It to nt,,fe,e iW existing Dead. Ulu­(d andscaping will aclude DATE 16 Are. Regulations: antinuous evergreen hedge and an underground rria­ion of evergreen Shrubs, if......................... DATE:04/16/2019 a C a. ST-VEN R.HOMEYER Lot Width 120' min. system. All dead plant material will be removed and replaced per 31 Grease T,ops and Kitchen Vents - Tress and vents items Stall po ........................ro P SHEET 1 OF 16 b Lot Depth 120' nnin. the City of Grapevine regulations and approved Concep'ti I.e. be located away from residential uses Maintenance shall occur SH421 ,-;J, " -' HEI 19-0104 C. Front Building Line 2�5� 8 d Side Butdi,q Line I during daytime durs. APPROVAL DOES NOT AUT,_nP17E 7 1�1�1\ 1 1,Y CODE S OR PD11lAnCES 4 0 2-, Public Riqh­of-Woy Ded:cothor - A rigrt-of-way dedication of a� Rear t3uidinq Linet- 25' 10 feet will as pr.yided at the southeast C.r,C, of 13-hoor Troll - Westgate Roza supply deliveries and trash N COIFLI�T WITH A SHEET NO. 31 Truck Traffic 411K, Parkin qt within setbacks Sao be in accordance with the approved and Aloned T,o,l. Dlacerl of the screening will be along the -up shall occur during the hour- a 7 00 AM to 6:00 Ply. DEPARTMENT OF DEV`LCPiyENT SERVCES Conceit Plan east line of the proposed dedicat on. Nick ( I(� C 1 Sunday truck traffic droll be prohibited.f ———— 10'X10` TU 10'X10' TU 1 N I -- TRANSFORMER ESMT W X CAB. A, SL. 408 S 8- t9" E --- I •❑ I S 89't a't 9" E 70.00' TRANSFORMER ESMT S 89't a't 9' E 70.00' S 89'1 a'i 9" E 70.00' ___ ___________ 1 N4 ------------- EX 8' MASONRY_ -------___------�----- CAB. A, SL 40H-- -- -- ----------- -------15' UTILITY ESMT.-- --r-- ----- - XIST 8 MASONRY ��� SCREENING WALL 10' UTILITY ESMT. L. I VOL.8097, PG. 1747 � I - E SCREENING WALL I Z m I 5 a9.1 a't 9" E 33.68' S E9'1 a't 9" E 36.33' CAB. A, SL. 408 - - - NH9'42'54"E 450.96' VOL. 8097, PG 1750 - - --- N - - - - - - - - - - - - - - - - -7 L�O7,7G. T7 - - - - - -1r �X m Fl� EXI,�,3TINI \ _- CONNECT TO 1 ---- OM2 n- -•, ., -- EXI - 0Z� 15'UTILITY LSMI - ---- - -- \ — LK _ ELL -- N 0----------- --- /-_ _- _- -- --- CAB A SL. 8847 -- NH EX 4' SSMH .,\� \ SID_- o v� o - -J�NAREA OEEX 4' SSMH _........ - ..__._-__ . - N \ X G EW Q A__ _ ry - 20 'oUNKNOWN90 PROP s' �, E `. y N WOWNERSHIP EX RETAINING / , / - SIDEWALKF 3 Z 1A '.IWD.:: 9\'-g8 q z=y2t.os W�LJ w A=24.36' �NLR=200.00' Z m 10' UTILITY ESMT. // / 91�CAB.A, SL 8847XPROP BFR ZW mD DETENTION � _ T. 6 5 _ _ �O� m& EASEMENT "/ -- - W / � 9' � - R� ROLLING STEPP EW00 JO D F a� v W _1 7 DIN CR H o WI I ml �� �=.�g ��/ _ a > a PROP FDC PROP 5' PROP BEE j�' to PROPOSED SIDEWALK / PROP FH �/ — Q cn MEDICAL OFFICE > o z( li. 4 6 BUILDICn NG H2 INLET SF / m Z O PROP GRATE // /' �' / PROJECT WF$TGar PROP. DUMPSTER / =-F m I / , 7 E U W/ENCLOSURE TO MATCH -=/ l // / - .PROP SXS PR3P 6' BLOCK 3 %S X / LOCATION Q OA KNO(�S BUILDING EXTERIOR 7 -JUNCTION BOX SIDEWALK 2.31 ACRES �/ r 4 X / / // SQ _ -1� APPROXIMATE LOCATION OF PROP o �. / / // i a/� Ujy��K 114 U) I // _ ZONE A(100 YR) FLOOD ZONE `�I / Zzz -: PROP B'.=R S'D=WALK / ° / / t,/ // // g�VO � X PER PANEL N0. 48113C0150K •x / r� •°� � / /` / / v y — — - _ 1' / / /_ 709 EX 4' SSMH / l / F 3 ° 10 - l�l 7 l / & � / / vicinity Map 1`1000• 0- H ( PROP 11I- m �s �i P BFR l �l l / Q Z acROSSWALK •� TRIPING _.. _ .t. '-5� / 3 PRO /Y /./ / / U EX RETAININGI Ch `\ WALL ;u / � — _— _ _ v� . ,,� � \,, / PAVEMENT LEGEND �Y Q Q�o .o Q PROP 6 - _ �W WZ / 7 / - �/ •sS Svc - / �/� �, U U o;lL STEEL RODJ r_ ! � 'mn � � `` - / •/ MONUMENT SIGN l j/ -v `� "�V HEAVY DUTY PAVEMENT (DUMPSTER PAD) j (V 0~ \ ~ / 000 PS CO NC. ®28 DAYS WITH > z EXIST MAINTENANCE /,i ,C 37v J PROPOSED 4 N m Ej,J ACCESS FOR EXIST -PROP DER - BARS C 12 OC.F.W (DOUBLE M _` �l l / �i/ /�/// A�T"i' \ _ K� 4 mH (Da AT)A DETEN HON POND PRGP BFR -'- - [: I / a A O /A _2a -I--- l.a PROP�CURB ) T'1 / �"�� //4 � MEDIUM DUTY PAVEMENT (DRIVE AISLE) N _ _ ' !/ �- - / / PROPOSED 7 3,600 PSI CON ©28 DAYS WITH INLET F \ / •; / �.;7y #3 BARS @ 18" O.CE.W. A, - 4 PROP CURB / !,(,� - ! ' 'A 'd _ l j "ll �� =4. y_ h k ra l^ l 1 1 ° ./ 7 I �l - - /g /r e �� LIGHT DUTY PAVEMENT!PARKING) INLET / ,/ ti / O �/ - a /��-` \ / --__-Ll PROPOSED 6" 3,600 PSI CONC. @ 28 DAYS WITH — — 1 2 / �� /�/"� � Y '�. 1 ¢`�, l/�• _ � '•✓ `O";a_ �,Lc� �� �\1\ � _ N3 BARS �S 18" QGEW_ / In .��.J SIDEWALK PAVEMENT - PROP BFR / � / � �� � PROPOSED 4" 3,600 PSI CONC 0 28 DAYS WITH -�-� �� O/ /.� SHOP 6' �J 1 l �7 . r \ L PROP PH SIDEWALK .., / /J3 BARS 18" O.C.E.W. 6. PROP 6 ° �M o, J/�v SITE INFORMATION PAVEMENT NOTES. TEEL ROD\ 589'01'� RETAINING WA` �\\ B,2Se r, DECORATIV LF E 42 MEDICAL OFFICE PROP FDC �, /3 ZONING: COMMUNITY COMMER IAL (CC) REQUIRED PROVIDED 1 DEPTH PROCTOR DENSITY 6" AND BA TO OR ABOVE OPTIMUM MOISTURE AN MUM Q yI SIDEWALK c/ PROP 58 LF \ C O 6729' � '9SCARIFIED TO A MI DARD Z O Z METAL FENCE BUILDING #1 0 � ° EX FH dv,. ��.�� PROP 4' ,38'l ° �N�Z �� LAND AREA (SF) 30,000 100,445 2 9 24" ENTER ALONG ALL PROPOSED TOO EXISTING LEVELING JONCRETE S Bp i, 6,fi35 SF ,D LAND AREA (AC) 0.689 2.31 GES W1 3/4" EXPA ION JOINT & SELF \ q SMOOTH BAR_ Z Z W Lu r % Ckl W �� SIDEWALK v / ,( OPEN SPACE (SF) 2Q089 53,680 COMPOUND. NT SEALING 0 STu �\ \ ^/ 1 U OPEN STAG, (�) 20 53 \ l l ELF \ l � NE u \ \ NO // UILDING -OVERAGE SF Q26 •70 CONCROETERHE ROPOSED PING IAIVEMENTNAND COMPOUND D PROPOSED BUILDING. CONCRETE .' s T// BUILDING COVERAGE (%) 6 60 7 1112 5 �T_6122'BRA55MON•� ��� \ m PROP 5' ` z-laE�s2 SIDEWALK / MAXIMUM IMPERVIOUS SF 80,356 46,765 -- \ ) 0 v _ / CiG UTl(/ C 2S'�\l l / r' / r MAXIMUM IMPERVIOUS (%) 80 47 NOTES' `UTILITY., �`�� Z' $Cy r$lNJ -- qg V' $BC \ \l1/ / 1/ BUILDING 1 HEIGHT(FT) 30 24 CASE NAME: z3o1 WESTCATE . �. 8t} 8g /__- CASE NUMB-F: CU19-15 1. CONDITIONAL USE REQUEST CU19-iS IS A REQUEST TO AMEND THE T y^, PROP 8' 4/ -� UILD NG 2 HEIGHT (FT) 30 22 LOCATION: 2301 WESTGATE PLAZA PREVIOUSLY APPROVE SITE PLAN OF CU17-14 (ORD, 2017-46) FOR A SIDEWALK PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR TWO ST71_/ ', \ 1. , �/ Y/.// B STANDARD PARKING 83 79 O e MEDICAL OFFICES TO7ALII4C 11,705 SQUARE FEET. V e - -' � �j PARKING 4 4 MAYOR SECRETARY 2 'FIGHTING L V__S AT THE NORTH AND WEST PROPERTY LINE SHALL NOT DATE `\ / HANDICAP IIVG -XCEFD 02 FCOT CANDIES AND NOT EXCEED 3.0 FOOT-CANDLES AT 3. ALL ON IA SOUTH PROPERTY LINES TH /�_ )��� THE EAST AND SOUTH P Q.IA, �"� � PLANNING AND ZONING COMMIS."iICN CONDUCTORS ASSOCIATED 'NTH NEW ��- \'� � I LEGEND " CONSTRUCTION SHALL BE LOCATED UNDERGROUND. i JAL 0°rE�1 POP BrR tP..........,4 ,ll+ CHWIRMAn DRAWN:JAA 4. THE GRAPEVNE SOIL EROSION CONTRO_ ORDINANCE SHALL BE MET DnTE. 't DURING THE PERIOD OF CONSTRUCTION. NOTES CONTINUED: r INBCUND *.! : *" DATE:ATE:04/16/2019 "'2( % TEVEN R HOMEYER% ./ SHEET a 2 CF 16 S. MECHANICAL EQUIPMENT LOCATED WITH 120 FEE` OF ANY 7. LIGHTING SHALL BE DESIGNED TO REFLECT AWAY FROM ANY �., %� GU T60UNC ... �.-• 86942 RESIDENTIALLY ZONED DISTRICT MUST MEET THE STANDARDS RESIDENTIAL AREA. HEI#: 19-0104 � /'P I IPROV IF O�S NOT Z�ANY WORK PERFORMNCEFOR NOISE STANDARDRFGUL ATIGN AS STATED IN SECTION 55 8 PARKS AND RECREATION DEPARTMENT AND PUBLIC WORKS DEPARTMENT //� ,` a INA CONFECT DMTN ANY C07ESROR ORONANCES. NO: SHEET ARE INTERESTED N EXTENDING THE TRAIL ALONG STATE HIGHWAY 114 ,ff�� DEPARTMENT oa DE VELORMEVT SERVICES SHEET 1V 6. MECHANICAL AIJD EL=CTRICAL EQUIPMENT INCLUDING AIR COIAD17IONERS APPROXIMATELY 650-FEET WEST TO AUSTIN OAKS DRIVE. MUST BE SCREENED FROM PUBLIC VIEW. G"Z ��A b E 7,0.00 s 55141"'Al 27,4W PROPER- (I STEEL ROD'. X_% ON F A 6_7 - - - -zL ........... 0- - -OIL ............. LJUNDALL LANDS(API AUCTUTURI 61I.FYPIC L— ------------------- RANII DE _PER MET R SHI UB REE 620 I RE IVE OAKNON-..VEHICULAR OPEN SPACE 2 CEDAR ELM X, -21 5 CHINQUAPIN OAK- -1 RED K U PER 1 TER H US RE N- 7 DEC MP D A I E-,_ T _--APPR IMATE 2/LwE,'OAK T/ LOCA ON OF ZONE N.F.H.A.) X T_ PREPARATION GENERAL NOTES CT I. PLAN PREPARED BY: -2 CEDAR LN 3 PISTACHIO-- MIC14AEL S. KENDALL 0o KENDALL . LANDSCAPE ARCHITECTURE W N BARBARA CLd DALLAS, TEXAS 75214 PHONE: (214)739-3226 11 E-MAIL; MIKE@KENDALL7.COM LOIAII�N a, 7.3", f TEXAS LANDSCAPE ARCHITECT LICENSE NO. 1127 NI_HOTLY Ld Ld 2 ALL AREAS SHALL BE IRRIGATED BY A LICENCES IRRIGATOR WITHAN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM z IT PROVIDING 100%COVERAGE. EDAR ELM.,2 C M1 / 3. ALL REQUIRED TREES FROM THE CITY APPROVED LISTING. v J '7() R R (*, Lli UB zmN-, 0- -DECOme, CA If I Rp OAK F ORDINANCE REQUIREMENTS - GRAPEVINE j 5HR $r 14 ---I:I�E,�,',OMP ED/ RAN�'I�E&�­ Ld "�OM I I. INTERIOR PARKING OPEN SPACE PERIMETIE I SHIRLEY 5CRE 'p, 4T -Ex 10%OPEN SPACE REQUIRED. 34,000 lJo% 3,400 SQUARE FOOTAGE REQUIRED \4 5,400 SQUARE FOOTAGE PROVIDED 'r?iTl -FX�ATI,141G I TREE PER 400 SQUARE FEET 3,400 1400 q TREES REQUIRED 12 TREES PROVIDED mess12 SPACES MAXIMIUM WITHOUT AN ISLAND 2.PERIMETER LANDSCAPE WESTGATE PLAZA SHRUB SCREENING 72 LINEAR FEET 24 SHRUBS REQUIRED N"'N\ j 24 SHRUBS PROVIDED I TREE PER 50 LINEAR FEET 430-70=360 50 7 TREES REQUIRED 11 TREES PROVIDED STATE HIGHWAY 114 SHR BS LAWN TYPICAL U RE SHRUB SCREENING 60 QUIRE 20 D 20 SHRUBS PROVIDED \ - 3 PISTACHIO- I TREE PER 50 LINEAR FEET 290-30=260 50 5 TREES REQUIRED 5 EXISTING TREES NORTH BOUNDARY 450 MASONRY WALL ERG I TREE PER 60 LINEAR FEET 450 q 50 TREES REQUIRED I El 14 EXISTING TREES A. SHRUB SCREENING I_MOIH go 7- ...... 3.NON VEHICULAR OPEN SPACE Scni 3 NON-VEHICULAR OPEN SPACE 1 REE <To% PER 3,000 SQUARE FEET 35,000 100,623 34% ? 35,000/3000 12 TREES REQUIRED 14 TREES PROVIDED 50% IN FRONT YARD 100,6231,15 15,09 SQUARE F REQUIRED E ulRED 1.5 7,5436 SQUARE FOOTAGE REQUIRED 172 9 ,650 SQUARE FOOTAGE REQUIRED lF OF 1� Ay 05.31.2019 1-4 AS'N-E 230 ��ESTGATE 'ARE IUM.EE cL19-11 05.31.21319 CITY l,D..lNTl 23,11 W STGATE PLAZA LANDSCAPE PLAN 20'ol 0 10, 20' lo, MAYOR SECRETARY F.IE PLANNED DEVELOPMENT PLAN PLANTING NOTES PLANNING AND ZONING COS j LA G MISSION I. ALL O'c;, C PLANTING WILL I', "FT 27 MAY 2019 PROPOSED PER THE "PROVED ALL TREES WILL BE SELECTED FROM THE REQUIRED TREE 115T AND WILL FRAi-AN BE A MINIMUM OF 3"CALIPER MEASURED 4" ABOVE GRADE AND 7' MINIMUN DATE. HEIGHT AT THE TIME OF PLANTING. 3. PLANTS AND MATERIALS USED AS LIVING BARRIERS SHALL BE A MINIMUM LANDSCAPE PLAN OF THIRTY INCHES HIGH AT TIME OF PLANTING AND SHALL BE THE TYPE OF SPECIES THAT WILL ATTAIN A MINIMUM HEIGHT OF THREE FEET ONE I I APPROV L DOES NOT AUTHORIZE ANY AGRR ,APPROVAL CONFLICT WTH ANf CODES OR ORDINANCES.YEAR AFTER PLANTING. 11-1 N­hI,, DEPARTMENT OF DEVELOPMENT SERVICES .............................. 3 of 16 B PREPARATION GENERAL NOTES '- 1. PLAN PREPARED BY: MICHAEL S. KENDALL KINDALL KENDALL . LANDSCAPE ARCHITECTURE 6976 SANTA BARBARA [AND i(dPE dR(NITE(TtltlF DALLAS, TEXAS 75214 PHONE: (214)739-3226 E-MAIL: MIKE@KENDALL7.COM TEXAS LANDSCAPE ARCHITECT LICENSE NO. 1127 2. ALL AREAS SHALL BE IRRIGATED BY A LICENCES IRRIGATOR WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM PROVIDING 100%COVERAGE. TURF OR ANNUALS BED GROUNDCOVER OR SHRUB BED �yi 3. ALL REQUIRED TREES FROM THE CITY APPROVED LISTING- T 'V 1�'VVA'\�sy'L!✓M�J`\ �/�V'.�" MULCH TOP OF PAVEMENT ' ----TOP ^� I SET IT MULCH Lj _ AT GRADE ii - H1I IIIIII STEEL EDGING AS SPECIFIED _ 1 �—POTTED iI=III III IN SECTION 'GENERAL PLANTING° m GROUNDCOVER STEEL SPIKE PLANT n III 11111111 ( PLANTING MIX IIIIIIII PLANTING MIX AS SPECIFIED III III—III II- III -!' IN °SMALL SHRUB II II-11 III III=III III - 110II III: 1j�1 III II!JII Illy AND TING" COVE --UNDISTURBED SOIL SEE PLAN NC LI T \ PLANTING" \�J / MULCH FOR PLANT SPACING SUBGRADE \\� �` .� Z -(—EXISTING GRADE DEPTH CO IIIIIIEl 1� SHRUB BALL REMOVED ,n SECTION G GROUNDCOVER PLANTING SECTION PLANT CONTAINER II111111i FROM CONTAINER v/ F STEEL EDGING //// 'c1 III-11 PLANTING MIX AS t VY=1'-0" p' T - 1 1/2'=T-0" 0 T ♦— III SPECIFIED IN 'SMALL II 1 SHRUB AND GROUND T '�(� F COVER PLANTING' ��1 IIIIII IIF=iI III II-If� '-EXISTING SOIL MULCH_� 1'-O'j SPACING FFF...--+--�-�i 2 x'SPL ROOT IN LL �� �� ��--� � �- SEE PLAN IF TREE IS PLANTED IN LAWN AREA TREE - REF. PLANTING PLAN TREE - REF. PLANTING PLAN H SHRUB PLANTING SECTION _ L LLl uJ CROWN OF ROOT BALL TO BE GROWN OF ROOT BALL T- I—' 2 1/2'. UNFINISHED DRYWALL EXCAVATE TREE PIT I"ABOVE FINISH GRADE, REMOVE �I ABOVE FINISH GRADE, REMOVE 1/2-=-ro- 0 Z' / SCREW 2 x S DIAMETER OF 1/2 TOP OF BURLAP AND CUT I/2 TOP OF BURLAP AND CUT \\ ALL WIRE STRAPS, EXPOSE FLARE. PLANTING MEDIA, ALL WIRE STRAPS, EXPOSE FLARE. ROOT BALL, TYPICAL REF. PLANS / 2' x 2'x 4 UNTREATED LUMBER _ 3'THICK MULCH LAYER BY 3' DIA. //////'''•••3" THICK MULCH LAYER BY 3' DIA. CRO55 MEMBER ////'''MULCH.DO NOT COVER ROOT / AREAS.RING AT NOTTCOVER ROOTEES IN N NOTE CRO55 MEMBER TO BE ( FLARE. � ����{{{{ J/I�,I Ld ORIENTED PARALLEL TO NORTH/ �i- (� t�2 FLARE. SOUTH BEARING AND SHALL BE / r a. w PROPORTIONAL IN LENGTH TO / G ADE, LL AT EDGE OF FINISH / T y REE WE YP_ _ ;a J ROOT BALL (4'MIN) SET TIGHT R J TO TOP OF ROOT BALL II - PLANT CENTERco E--- ! _ _i TREE - REF. PLANTING PLAN LE �( II -I I' }� PLANT ROW 4 ROOT BALL - `' 2' x 2"x 4' UNTREATED LUMBER = = SCARIFY THE EDGE OF THE TREE SCARIFY THE EDGE OF THE TREE PLANTING PIT PLANTING IT STAKE WITH IB'TAPER. SET n / (—SPACING: SEE PLANT -� 71GNT TO ROOT BALL. EXISTING SOIL `PLANTING MEDIA - COMPACTED EXISTING SOIL) -PLANTING MEDIA-COMPACTED LIST ON PLAN OR IN 9" LIFTS AS SPECIFIED IN li IN 9" LIFTS AS SPECIFIED IN SECTION 'PLANT LIST" LIMITS OF EXCAVATION PIT I SECTION "TREE PLANTING' SECTION "TREE PLANTING' 12" MIN.- I ICI TYPICAL TRIANGULAR SPACING ROOT BALL I --- ` ROOT BALL B TYPICAL TREE STAKING - PLAN C I TREE PLANTING IN LAWN - SECTION D TREE PLANTING IN PLANTER - SECTION E PLANT SPACING - PLAN '4.:.-. 1/2--1'0- 0 -..__2 1/Y t/Z"-TO- 0 1' 7/Y=1'd' 0 2' Scal gSFPHF,1 HrF OF 1�+ 05.28.2019 Rev vonn CASE NAME: 2301 WLSTGATE CASE ON 23: CU1STFA LOCATION: 2301 WESTGATE PLAZA MAYCR SECRETARY DATE: "ucI)- PLANNING AND ZONING CCMMISSICN 27 MAY 2019 CHAIRMAN DATE- Shal Neme �- SHEET: 4 OF 16 LANDSCAPE APPPOVAL DOES ND-AUTMGRIZE ANY WORK DETAILS IN CONFLIG7 WTH ANY CODES OR ORDINANCES. DEPARTII OF DEVELCPMENT SERNCES Sh-1 Nwnhm ti 4of16 G 4 3 2 T F- = NORTH ELEVATION BUILDING MATERIAL CALCULATION Q DESCRIPTION SQ.FT. 1 ELEVATION BUILDING MATERIAL C LATION D REFERENCE MATERIAL SF/OVERALL SF REQUIRED MATERIAL 1 01/B OF V EAST ELEVATION 1,150 SF/1,327 SF-G Bn(DOTTY SEVEN PERCENT) D PRIMARY MATERIAL 02/8 OF D NORTH ELEVATION 1,686 Sf/z,TU SF=BO BOA(DORY PERCENT) BR411 FACE BRICK1046789 4 OV9 OF T7 WEST ELEVATION 1,00 SF/1,446 SF_IN 1001(ONE HUNDRED PERCENT) 2 ST-01 SYNTHETIC STONE 435BB89 It1 F- EIFSOI am STUCCO 0 Of 01M OF n 5O3 ELEVATION 1759 SF/2,48 5h 83 e]A(EIGHTY THREE PERCENT) CT, CERAMIC THE 204 10A ELEVATION AVERAGE 871(EICMY SEVEN PERCENT A R C H I T E C T S Z SUB TOTAL 1_SB BOA T.214.741,55% SECONDARY MATERIALF 214.741$557 WDOI WOOD PANELS 230764 11% 8370 LYNDON B.JONNSON IWY. Q Mn{TI METAL PANEW CANOPY 200 94 SUIT 0 DALUS,T 7524 MTL-02 DO-__ NA NA W PTD-01 DOORS/DOOR FRAMES NA NA W.Ol STOREFRONT/DOORS NA NA SUBTOTAL 43 ISL 20% TOTAL 3 2,184.9 lWi OWNER PROVIDED SIGNAGE TO T m MTL-0 OWNER PROVIDED SIGNAGE TO y,ED qk APPROVED BY THE CITY OF GRAPEVINE APPROVED BY THE CITY OF GRAPEVINE S1pMj as,Cht p m.44z d� Ai a � CROSS AREA O MTL-01 - - - - - - - - - _ - - - - - O yTP 1$Illkk E fh S _ MAY 28,2019 0 -_ M7L4YI C - � _ - ❑ w-m � w-ol �� � ❑ w-ot � � �a � X WW _ L O / z / N O 0 - - FINISH FLOOR C EL=100'-CR n' T-01 w4R WD-m T-01 BR-01 CT-m Wm WD-01 gR.Qt O a OWNER PROVIDED SIGNAGE TO O APPROVED BY THE CITY OF GRAPEVINE BUILDING 1: 77.= O N fd 0NORTHSCALE 02 ELEVATION 0 r 8• U B a� EAST ELEVATION BUILDING MATERIAL CALCIM11ON Q DESCRIPTION SQ.fT A ELEVATION w PRIMARY MATERIAL I� BRNn FACE BRICK W(W 515 ` V ST-01 SYNTHETIC STONE 463156 35% G DFS4n DES/STUCCO 0 m t= CTOI CERAMIC TILE 0 01 l=.1 SUB TOTAL 1150R3 87f Q SECONDARY MATERIAL AOS Engineering VVI WOOD PANELS AS a Consulting Engineers F Mn0I METAL PANDS/CANOPY 100-0BB Bs 5020 Temysm Parkway 214.432 3030 MTL-0 P.2 OQVNWOIITL CORNL W NA NA O PTD,01 DOORS/DOOR FRAMES NA NA P.214.618 819124 IENpGOPa®INaG Won STOREFRONT/DOORS NA NA w SUB TOTAL T/fl]88 13A iistrtvatwvcw TOTAL 1 2922 t0O1 1' MTL-0 0R055 AREA 1$44.01 N. Date Desaipuwt 01 MAY 6,2019 CITY SITE PLAN APPLICATION ARFA C 02 MAY 28,2019 CITY SITE PLAN APPLICATION t nn LO MTL-Ot - o N Z < m O O vl - Q TL-Ol U OWNER PROVIDED CJ W SIGNAGE TO - Z �+ APPROVED BY THE _ - _ a - - - O CITY OF GRAPEVINE _ CASE NAME: 2301 W6TOATE COMRAROR SHALL VERIFY ALL CONDITIONS - - - - - - - - MTL-01 -7 imiliIIIIiiiiiii 111111 1111MT4m _ - CASE NUMBER: CU1B-15 AND DIMENSIONS AT THE JOB SITE AND Q w A _ _ _ - _ _ _ _ LOCATION: 2301 WESTCATE PLAZA I- W-m W-01 - - - DIMENSIONAL ERRORS,0M95510N5 OR NOTIFY THE ARCHRECTS Of ANY Z Z - _ _ - _ ❑� - _ - _ DISCREPANCIES BEFORE BEONNING OF L=j� _ _� _ � MAYOq SECRETARY DO NOT SCALE OFFVDRAWINCS. Q MTL•m _ _ _ - _ - _ DATE z Sheet Name O O - - - - - - - _ _ - PLANNING AND ZONING C0AMIS ION _ _ - _ - a Building 1: CHAIRMAN Exterior North& - FINISH F BOOR,� DAM' East Elevations j C] EL--100'-0" Y Date: MAY 28,2019 m Q O N BR•m W-m T-01 Wpm T-01 SHEET: b OF 16 U T-m °b No. Sheet No. APPROVAL DOES NOT AUTHORQY WORK E AN j IN CON CT N1TH ANY CODES N SERVICORDINAES 2019-21 5 of 16 > BUILDING t DEPARTMENT OF DEVELOPMENT SERVICES 01 EAST ELEVATION 0 2' 4 81 V SCALE 1/4"=T-0" Caµ+ighT m 2019 Bryant&rtm Kulxvrus Ardit-,,Inc °L w 0 r 4 3 1 2 1T G 4 3 2 1 F- = SOUTH ELEVATION BUILDING MATERIAL CALCULATION BUILDING MATERIAL CALCULATION REFERENCE MATERIAL SF/OVERALL SF REQUIRED MATERMl 1 BK PRIMA Y MA SQ FT. R ELEVATION OV8 OF 17 EAST ELEVATION 1,150 5F/1,327 SF-e7 B/f(DGHTY SEVEN PERCENT) PRIMARY MATERIAL BILE(k1CHtt PERCENT) 8R-01 FACE BRICK 060.806 50{ t1V9 OF D NORTH WEST ELEVATION ELEVATION 1,M0 5F/1,446 Sf--100 100{(ONE HUNDRED PERCENT) = STA11 SYNTHETIC STONE 698.4251 331 F- DFSOI BE$/STUCCO 0 OS OL9 OF D 5 H ELEVATION 1)59 SF/41.SF--Bl 83R 1'O THREE PRCENT) > CT-01 CERAMBC TILL 0 OR - ELEVATION AVERAGE 1171 MCHTY SEVEN PERCENT) A R C H I T E C T S Z SUB TOTAL iTi93111 83% T.214.7415556 SECONDARY MATERIAL F.214,741 5557 WD-01 WOOD PANES D8 V1 E310 LYNDON B.JOHNSON FVJY. V MTL4TI METAL PANELS/CANOPY 912569 SURE 8840 MT4)2 DOWN-1 COP­cCAPN NA NA DALLAS,TEKAS 75243 Z PTD101 DOORS/DOOR FRAMES NA NA F W-G, STOREFRONT/DOORS NA NA F- SUB TOTAL 3692%9 T7R °C TOTAL 117856E 100% GROSS AREA 2,4132198 E%*_DAR O NET AREA 128S68 MTL-0 a G OWNER PROVIDED SICNAGE TO '� V n r APPROVED BY THE CITY OF GRAPEVINE PARAPET BEYOND 3 - r MAY 28,2019 V raolecr rvw+t TL-01 O ~ BY DC r O 4 _ a --. w-oT w-m w-ol - __- ❑ ❑ wm ❑ MTL•01 - - _ a — _ _ MTL•m L ~ O FINISH FLOOR ELF _Tov:O' OWNER PROVIDED SIGNACE TO -m WD-TIT BR-01 T-m W-01 W0.01 - u+ APPROVED BY THE CITY OF GRAPEVINE 0 v^ H BUILDING 1: (z�M ((f 0 02 SOUTH ELEVATION 0 2' 4- B- O N U Z B SCALE 1/4"=T-0' �± WEST ELEVATION BUILDING MATERIAL CALCULATION _/� �}}GS DESCRIPTION SO FT. t ELEVATION C'( Il W PRIMARY MATERIAL F BR 01 FACE BRICK 1— US IN H- ST-01 SYNTHETIC STONE 2037684 14% W EIFS4n BFS/STUCCO 1,07048M 74% F_ CT-01 CERAMIC TILE 0 OR V SUB TOTAL 1,44 M6 1001 SECONDARY MATERIAL AILS Engineeri" WD GI WOOD PANELS 0 FS Consulting Engineers H MTL42 META PANES/CANOPY NA Of 5020 Ter 15 Parkway MTL-02 OOWNSNt115/cODNO CAP NA NA Plano,Texa 75024 C PrD DOORS/DOOR FRAMES NA NA P 214.432 3030 Eu-��aM®NG W-01 STOREFRONT/DOORS NA NA E 214.6111 8191 SUB TOTAL 153331 0R TOTAL 1 NSR679 t00R Na Dace Desoqum w GROSS AREA 1,59s3— M L-0 I.-4- 1 GI MAY 6,2019 Ott SITE PLAN APPLICATION NET AREA14459679 02 MAY 28,2019 Ott SITE PAN APPLICATION S � MTL-0 � I EIF 71 _ ¢ _ --------- 0 C7 ---------------------- C ------------- - — — -- — -------------- - > - - - z ' � Mn-01 1- Z S u4 V _ _ _ CASE NAME: 2501 WESTCATE CONTRACTOR SHALL VERIFY ALL CONDITIONS j O, CASE NUMBER: C AND DIMENSIONS AT THE JOB SITE AND z A _ - LOCATION: 2301 WESTGA KESTGAIE PLAZA ' NOTIFY THE ACHRECTS OF ANY N O _ - EIFS-m � DIMENSIONAL ERRORS,OMISSIONS OR Z z - O ry DISCREPANCIES BEFORE BEGINNING OF FABRICATINGU _ ORK MTL01 _ MAYOR SECRETARY DO NOT SCALLEOFFyDRAWINGS. Q - FREW - y DATE- Sheet Name Z / i i i _ MTL-01 = 0 �� / _- - PLANNING AND ZONING COMMISSION m ` ` CHAIRMAN Ezte�ri g South& Fu z a ` - ` _ DATE West Elevations FINISH FLOOR Dare MAY 28,2M9 Z EL=1 SHEET: �.of 18 v�N Job No. Sheet No. m U PTD-Ol 7-01 BR-01 MTLO PT0.01 MTL-0 PTD-m MTL-0 PTD 1 PTD-m APPROVAL DOES NOT AUTHORIZE ANY WORK p Z IN CON FLCT WITH ANY COOES OR ORDINANCES BUILDING 1 2 019-21 6 0116 )... 3 DEPARTMENT OF DEVELOPMENT SERVICES 01 WEST ELEVATION o r 4 e SCALE 1/4--T-G" CoPY^Rht�2G19 Bryant By Mrpc ,Mdw—,Inc T O S 4 3 2 1 V F- r 4 3 1 2 T H = NORTH ELEVATION BUILDING MATERIAL CALCULATION RBUILDINGEWTUM CALCULATIONMATERIAL Sf/OV PRIMARY MAERALL SF REQUIRED AbArERlp1 f BI'❑ DESCRIPnM SQ.FT. f ELEVATION 0V11 OF T7 EAST aWATION 924 SF/1,198 Sf�r 77%(SEVENTY SEVEN PERCENT) ❑ MATERIAL O2M OF NORTH DLVAPON 1,169 SF/1"'09 5"9I 91%OYNETY ONE PERCENT) H BR81 FACE BRICK 15 aOf 01/i2 OF 1 WEST ELEVATION 1Ane SF/1N5 Sh_94 gqf(NINETY FOUR PERCENT) ST-01 SYNTHETIC STONE T2}875 as I-- DFS4M DFS/STUCCO 1,09132 T2f 02A2 OF V SCRfFH ELEVATION 1,251 SF/1,53952 SF--M 81%(EIGHTY ONE PERCENT) 3 a n CERAMIC THE 0 0% A R C H I T E C T S ELEVATION AVERAGE 85%(MOM SIX PERCENT) Z SUB TOTAL 1,3091 915 1214.741.55% SECONDARY WTERM F.214.74L 5557 WW1 WOOD PANELS 110512 7% 8330 LYNDON B.JOHNSON U MR-01 METAL PANELS/CANOPY 2&993 2x 9 SUITE 8840 BB40 Q MIT W OGWNSPGUFM CORNL W NA NA DALLAS,TEXAS 75243 Z Pm-01 DOORS/DOOR FRAMES NA NA W-Ot STOREFRONT/DOORS NA NA, SUB TOTAL 139541 9f 3 TOTAL 1,SN.45 100% z GROSS AREA t78122 ACy,F.D q4 p G 1,Sg.s MTL-0 r yy"D 0 O .;Silk r r m MTL-01 9Tf� SEA 3 - r MAY 28,2019 V woRer Fw�e O rr O H � _ O Ll.l r - Z O EIFSOI El Ll >C C_ N V ry - i V) Mx _ L LJ O p FlNI�Y ESLH=_FLOOR_ FNESLH LOORF 100'-0 C � ST-m WD-m W-01 5T-01 PTO.01 PTD-01 BR-m t— oa F BUILDING 2 0 M (� 0 02 NORTH ELEVATION 0 2' 4' B' O -4 U B oG FAST ELEVATION BUILDING MATERIAL CALNIATION G DESCRIMON 5Q.FT. f IF w PRIMARY MATERIAL ^' BR O1 FACE BRICK 6343333 53f , V ST411 SYNTHETIC STONE 2698488 231 BFW DFS/STUCCO (1 0% r CT41 CERAMIC TILE 206666 2f VSUB TOTAL 924807 77% °ECTR1�rtw.aec < SECONDARY MATERIAL AOS Engineering WD WOOD PANELS t8251U 15% Engineers = MTL4 2 METAL PANELS/CANOPY 90]774 Bx 50 'Te Y 5024 r Mno2 DowN3PGLFry m°Nc w NA Nw PI—' eo re.a 7s02a O PTD01 DOORS(DOOR FRAMES NA NA P.214.43z 3030 ��p,gG W4P STOREFRONT/DOORS NA NA F.214.618.8191 � SUBTOTAL I712897 23f BwrsrtFM.ugb O TOTAL 119R138 100E A N. Dace Desnipoai GIt055 AREA 1, MTL-0 O1 MAY 6,2019 CITY SITE PLAN APPLICATION 1 1MUB 98U8 02 MAY 28,2019 OTY SITE PLAN APPLICATION S Z Q w _ MTL471 m Q m S MTL-01 - - - - - - lld > TL-Ot a O V L CASE NAME 2301 WESTGATE CONTRACTOR SHALL VERIFY ALL CONDITIONS < A _ _ _ a)O LOASE CAINON 02EL CwE-15 5TGATE PLAZA AND DIMENSIONS AT THE JOB SITE AND _ ❑ W 01 ❑ W❑-01 ❑❑ ❑❑Z Z n DISCREPANCIESE BE FORCET BEGINNING EGINOG OF :. WORK V MAYOR SECRETARY DO NOT SCALEOFF DRAWINGS N - _ - _ - - _ OWNER >< Z - - - - - PROVIDED DATE' Sheet Name O �. _ _ ___ - SIGNAGE TO O r F PLANNING AND ZONING COMMISSION _ APPROVED BYjETHE CITY OF _ Building 2 m GRAD NEE CHAIRMAN Exteriors North& r a — FINISH FLOOR DATE East Elevations Z -n - - C) EL=100' Dace MAY 25,2019 m Q CT-01 ST-Ot WD-01 W-m ST-01 BRA, ST-01 W411 WD-m ST-Ot SHEET: Z OF 16 (J N Job No. Sheet No. o. V APPROVAL DOES NOT AUTHORIZE ANY WORK Z IN CONFUCT WITH ANY CODES OR ORDINANCES 3 BUILDING 2 DEPARTMENT OF DEVELOPMENT SERVICES 01 EAST ELEVATION 2019-21 7 .16 v oSCALE 0 0 2' 4' 8' Cap righ P2M9 Brya rc By 9n KWoaus A di a s, 0 O = 4 3 2 1 V r a 4 3 2 G = SOUTH FLEVATION BUILDING MATERIAL CALCULATION K DESCRIPTION SQ ff. f ELEVATON BUILDING MAIFRIAL CALCULATION BD Q REFERFNCE TERI&SF/S�VFRALL SF REQUIRED MATERIAL R PRIMARY MMTERLLL = BR4n FACE BRICK ]/0352 50R Ot/11 OF 9 FAST ELEVATION 774 LSEVENTY SEVEN PERCENT NETY ONE PERCENT) r 02M OF NORTH ELEVATION i�9WEST ELEVATION SF/1, SFFa 94 9dR WIINEtt FOUONE R PERCENU . ST4n SYNTHETIC STONE 481A5BJ 31R 02A2 OF 01112 Of 9 SOVrH DEVATON 1�51 SF/153952 Sh-BI 81f(flO/TY ONE PERCFNn r EIFS rI DPS/STUCCO 0 05 3 CF0 CERAM C TILE 7JS499 5R ELEVATION AVERAGE e6R Warty Nx PERCENT) A R C H I T E C T S Z SUB TOTAL t 5t81 86S T 214.7415556 SECONDARY MATERLLL WDG1. WOOD PANELS V16832 91 F.2 741555 8330 LYNDON 8.JOHNSON FWY. GC MR-0I METAL PANELS/CANOPY Q 82A7J9 SR SUITE 8810 MTL-02 WIVHSPOIrtL COPPIG CAP NA DALLAS,TEXAS 75243 NA WProIn DOORS/DOOR FRAMES NA NA F W-01 STOREFRONT/DOORS NA NA r SUB TOTAL 2&707Z- 3 TOT& J959 00E CROSS AREA tJ99.966 MTL-0 ,RF.Y-f D'1'YC�` S LDNET AREA 1 39 y a G ` O r b 7 M7L-01 r3 _ • �+�+ MTL-0 Q PROVIDED OF-M-TL-011, _ t- - MTL-011111111 MTL-01 _ - - - - - O ❑ - __ ❑ W 01 ❑ W DI _ ❑ �� ❑ WA1 - - - MTL-01 f, LLU O — - _ �-_ Ell 9 1 ~ ZO _ - - - - - - - FINISH FLOOR N O EL=100'-0" 3 C � ST-01 W601 W-01 ST-01 BR411 ST-01 MTL-01 W-01 WD-01 BR-01 ST-m � BUILDING 2 7-1Q L� 1- 01 SOUTSCALE H 0 z' 4' 8' O N U q' B WEST ELEVATION BUILDING WTERUL CALCULATION M Q DESCRIPTION SQ.FT R ELEVATION / PRIMARY MATERIAL ^' F BR-01 FACE BRICK 1263D ST-01 SYNTHETIC STONE tHZI 105 GDFS-0 EIFS/STUCCO 812249 01 r Cr-01 CERAMIC TILE 206664 A VSUB TOTAL t U7651 94T Ntol,�Nru/fuctxK.u/rttwdr�c SECONDARY MATERIAL AOS Engineering WDOI WOOD PANELS 425165 4T = MTl-01 MET&PANELS/CANOPY 24W 2B 5020 Tenryl0n Parkway r Conw ling Engineers MTL-02 DOWNSPOtnL COHNG W NA NA O a w24 ,ham Th� PIQM DOORS/DOOR FRAMES NA NA P.214.4328191 �OVGAPI4=EPRLNG Won STOREFRONT/DOORS NA NA .� F 214.618.819/ SUB TOT& 6]A956 6S L TOT& 1U561 100% Na Date Domption GROSS AREA 1a99.08 MTL-0 01 MAY 6,20N Ott SITE PLAN APPLICATION NET AREA 1N561 B 02 MAY 28,2019 CITY SITE PLAN APPLICATION 2 r _Z z _ Q t=i1 TL-0 z w o 0 0 L, > zw Z '^ EIF-01 MTL OI U Z I CASE NAME 2301 We TGATE CONTRACTOR SHALL VERIFY ALL CONDITIONS CASE NUMBER: CU19-15 AND DIMENSIONS AT THE 108 SITE AND Q H A ❑� �� ❑� ❑� ❑� _ _ LOCATON: 2301 WESTGATE PLAZA NOTIFY THE ARCHNES, hN ANY ® W-QI WOI W-Ol W-Ol ❑ DIMENSIONAL ERRORS,OMISSIONS OR Z Z - _ DISCREPANCIES BEFORE BEGINNING OF I T NC ANYV RK MAYOR SEETARY DO NOT OFF DRAWINGS. a 4 _ z _ DATE Sheet Name Z PLANNING AND ZONING COMMISSION 0E�A O _ u EllU11 _- Building 2: m CHAIRMAN Exterior South& r Z a DATE West Y Date Elevations MAY 28 2019 Z W-m WD-01 ST-01 MTL- 9iEEr: -a-of is (v¢ MTL•0 BR-01 MTL-0 MTL-0 J Job No. Sheet No. O Z APPROVAL DOES NOT AUTHORIZE OR ANY WORK BUILDING 2 IN CONFECT WITH ANY CODES OR ORDINANCES r < DEPARTMENT OF DEVELOPMENT SERVICES 2019-21 8 Gf 16 = 02 WEST ELEVATION 0 2' 4' 8' U Q SCALE 1/4'=1'-0' Cgryright m2019 Bryant Burcon Kupcvnas Mchitetts,Iric K 1 N O F 4 3 2 1 G ` 3 2 ' V M T L D _ o wo-m D 2 N �� A R C H I T E C T S Sunshade Phifertex Vinyl Mesh UV Q tti `' t t tR t�y P g) V D F.Ti.74t 5557 way = 1R1 protected(color to match buildin 4 OF MOUNTED ON PAINTED/ ~ 8330 LYNDON B)OHNSON FWY. PRIMED ELECTROSTATIC w SUITE Beao STEEL AND COMPOMENTS. �$ DALIAS,TEXAS 75243 04 MONUMENT SIGNS (if used) SCALE 1/4'-Y0' 1Ey£D Age C ^4 LA O I. 4 "S' 151t4ty S �Tf" tf,4 ~ Sunshade Phifertex Vinyl Mesh UV = BR-01 3 R WEST ELEVATION VEHICLE CANOPY 0 2' 4' B' protected(color to match building) 0 v 5CALE 1/4"=Y-0" MAY 28'2M G MOUNTED ON PAINTED/ r PRIMED ELECTROSTATIC FT'_-----------------------I-__---_---_ OB --__-__------- __---_-----------_-_-n raoacrw CL STEEL AND COMPOMENTS = 3'-o' L n'-o„ II ! 11 1 -I O 03 DUMPSTER EAST ELEVATION �. NOTE FINAL SIZE/DIMENSIONit Z I I SCALE 9/4"=YD=_-__'a-0v_______ WILL RELATED TO PARKING O - LAYOUT AND OWNER I II II SELECTED SIZE OR VEHICLE II II COVERAGE o Sunshade Phifertex Vinyl Mesh UV I a ALL PRE-MANUFACTURED CANOPY - 11. protected(color to match building) O COMPONENT CERTIFIED AND STAMPED BY 9 MOUNTED ON PAINTED/ {1 ALL PRE"MANUFACTURED I o U STRUCTURAL ENGINEER R PRIMED ELECTROSTATIC I CANOPY COMPONENT _ C II r q FOUNDATION/FOOTING TO BE I I STEEL AND COMPOMENTS. I I CERTIFIED AND STAMPED BY I I r CERTIFIED AND STAMPED BY A I I I STRUCTURAL ENGINEER. / I I STRUCTURAL ENGINEER"NO EXCEPTIONS" a,, 1 1 FOUNDATION/FOOTING TO v I V / Q o L o X W b I I 8E CERTIFIED AND STAMPED I I ',/ I < BY A STRUCTURAL ENGINEER. �___.... 1 1 1 I O~ ----------- ----- ---- 11 "NO EXCEPTIONS" 11 FlLONiFACEOfTHENRB �__ _� 11 02DUMPSpTER WEST ELEVATION' L.L..I f-- zs---- ____________ 1 ---- -_-- -_ -_= 1. -------------J Q� O ------ _- - - _, mlilt > w : -------------------- ---------------------- --------------- H .r:�-s°__•_: Ig'O" Ig'-O" Ig'-O' = BR-01 O sa'_o" B NORTH/ SOUTH ELEVATION n��1 w 09 VEHICLE CANOPY o 2' e 07 FLOOR PLAN ® VEHICLE CANOPY = SCALE 1/4"--1 O SCALE G 01 DULPSTER NORTH/ SOVI TH ELEV. V I,-v.""..�,"✓W SCALE`1/4'=vo"------------ BUILDING SECTION KEY PLAN ADS Engineering Consulting Engineers 19)NINL:LO AIRUM2RRUTES MULTI V 5 DUAL ' y 11/ SO"Temywn Parkway PARAPET T.O.PARRAPET -� Plano,Teaa 75o2a ®� FRA INE LG210V 111 TON OUTDOOR V 5 DU Y I EL-2Y-a' _EL=zZo" O IIL.AT I t:Ml'AND Ilt AT RLCOV LRY 4N-%n'W '- P.214.432 �PIGpPa�PSeING p r- '--__ \ � _ !_J E 214.618.8191 } X6,-/."HX29-2932 ULOCATED ON70" __ y� "p „ 1- 10 TALL CURB ---__ R43 -��_ L O ROOL=16 0"ON O.TO ROOF SLOPE EAST TO WEST _---------OP[���RppfRry�NE ` ! , �� Hoare Dewgtim Q -___ yn l S - 01 MAY 6,20ri CITY SITE PLAN APPLICATION MAIN ROOF W MK TPO ROOF MEMBRANE ON 3/4'WATI J R E RESISTANT O I 02 MAY 28,2019 CITY SITE R R AN AiICATION FO, O PLYWOOD DECK SLOPE 1/4'PER FOOT MIN.R30 MIN.B W DECK O Z N Z W FINISH FLOOR O Q EU-7.0" 92'-O" z -� J 06BUILDING 2: SECTION > SCALE 1/2'=T 0' G� T = Z (91 NINE LC ARLIM2RRB1.1 MUL11 V S UUAI. T.O.PRRAPET V FRAME 208-230V 24.0 TON OUTDOOR UNIT �' CASE NAME: 2301 WESTGATE CONTRACTOR SHALL VERIFY ALL CONDITIONS T.O.PRRAPET - HEAT PUMP AND HEAT ItLCOVEl2V 4R.'i�.'\L' EL=24'0" CASE NUMBER: CU19-15 AND DIMENSIONS AT THE JOB SITE AND Q K A �— - - LOCATION: 2301 WESTGATE PLAZA H EL-2Y-0" - X 66-'%."N X 29-29/32"D LOCATED ON I'-0" NOTIFY THE ARCHITECTS OF ANY Z Z Z TALL CuftB < RORS,OMISSIONS OR DISCREPANCIESEBE ORE BEGINN NC OF ROOF SLOPE EAST TO WEST FABRICATING ANY WORK V } .O'O MAYOR SECRETARY DO NOT SCALE OFF DRAWINGS Q F y Z d' WIN ROOD 60 Ma WE ROOF MEMBRANE ON 3/4 WATER/FlRE RESISTANT DAB' Sheet Name i / PLYWOOD DECK SLOOPE 1/4'PER FOOT MIN R10 F I N.BELOW DECK Dural& O ry n use Sign Elevations Ff umern Elevations PUNNING AND ZONING COMMISSION ad a wok FaoM eKOP�"- o a Building 1:Section CHAIRMANBuildingg)I 2 Section Floor e Canopy Z a 1 I DATE- Elevations o Vehin a cle Canes > C i Date MAY 28,2019 SHEET: $OF 16 `)FINISH FLOOR )c, ob No. Sheet No. G' V El 0'-0" APPROVAL Z 30 OPROVAL DOES NOT AUTHORIZE ANY WORK 3 N DEPARTMENT OF DEVELOPMENT OSERVICESES 05BUILDING 1: SECTION 2019-21 9 GF16 V SCALE 1/2=T-0� Copyright�2019 Bryartt Burton KsRxvnas Architects,Inc a O F 4 3 2 1 . ... . . ...... .... F S� .............. , . � ................ ................ &30 ...E ­$' 29 627 626 625 .6 27..4 0....T..IC.'..... S, 622 .... ............. 62 623 631 ; 6 028 Q& OO.NOTTRIM 23 1 ...0..2.. 0 KENDALL L A K D S(A Pf AURI ul UNIPI/0 A N ------ --------- ............... .............. ....... I�TIKC TREE DISPOSITION 559. POPLAR 15 TO BE REMOVED UNDER BUILDING 563. MULBERRY 6 TO BE REMOVED UNDER BUILDING TO REMAIN AND PROTECT 4AI 565. CEDAR ELM 6 TO REMAIN AND PROTECT 564. CEDAR ELM 6 .......... 566. POST OAK 24 TO REMAIN AND PROTECT 4'. 567. ELM 6 TO REMAIN AND PROTECT 5613. POST OAK 24 TO REMAIN AND PROTECT �Y 569. ELM G TO REMAIN AND PROTECT 570, POST OAK 36 TO BE REMOVED UNDER BUILDING TO BE REMOVED UNDER BUILDING 572, ELM 6 TO BE REMOVED UNDER BUILDING < co 571. POST OAK 15 574. P05T OAK 2 T BE REMOVED - UNDERBUILDING(,4 BE A 575. ELM To _ REMOVED _ UNDER BUILDING 573. POST OAK 5 TO BE REMOVED - UNDER BUILDING P".;. 57G. ELM 4 TO BE REMOVED - UNDER BUILDING 577 P05T OAK �2 To BE REMOVED UNDER BUI_DNG Ld 575� ELM 2 TO BE REMOVED UNDER BUILDING 57q POST OAK 15 TO BE REMOVED - UNDER BUILDING r. 5130, POST OAK 36 TO BE REMOVED - UNDER BUILDING -N, 4 UNDER BUILDING 553. CEDAR ELM & TO BE REMOVED - UNDER BUILDING 5132. CEDAR ELM 4 TO BE REMOVED uJ Ld ........... 564. POST OAK 24 TO BE REMOVED - UNDER SIDEWALK 565. CEDAR ELM 4 TO BE REMOVED - UNDER SIDEWALK AND GRAD ING 566. CEDAR EL 4 T REMAIN AND PROTECT z 557. CEDAR ELM 4 To REMOVEDBVI UNDER BUILDING M 4 Too 13E REMOVED UNDER BUILDING NG 590. ELM AR....... 591. DEAD 0 592. ELM 4 TO 13E REMOVED POST OAK 115 M UNDER BUILDING T BE REMOVED UNDER BU LD 594. ELM a To BE REMOVED UNDER BUILDING Ed UNDER BU LD ING 5% CEDAR EL.M 4 TO BE REMOVED f ....... 30 TO BE REMOVED - UNDER SIDEWALK 0 5%. POST OAK _4 ✓ 5q7. CEDAR ELM 4 To BE REMOVED UNDER SIDEWALK 4,z < 5% CEDAR ELM 4 TO 13E REMOVED UNDER SIDEWALK . . ...... CEDAR ELM 4 TO BE REMOVED - UNDER BUILDING 599. U) rr POST OAK 24 TO BE REMOVED - UNDER BUILDING .......... CEDAR EDAR ELM A T REMOVED UNDERBUILDING 0 BE OV Ld 02. CEDAR ELM 6 To BE REMOVED UNDER BUILDING NG 603. CEDAR ELM (, TO BE REMOVED - UNDER BUILDING 604. P05T OAK 12 TO BE REMOVED UNDER BUILDING 605. POST OAK 24 TO BE REMOVED - UNDER BU ILDING ...... 606. CEDAR ELM To BE REMOVED - UNDER BUILDING 607. CEDAR ELM & TO REMAIN AND PROTECT 605. POST OAK 24 TO REMAIN AND PROTECT ­J, 613 o, 578 60�i. POST OAK 12 TO REMAIN AND PROTECT CAP 610. POST OAK 18 TO REMAIN AND PROTECT Glt ELM 6 TO REMAIN AND PROTECT 90 P05T5 AT 3-0 612. ELM 6 TO REMAIN AND PROTECT -600 ,y591 -TE ORANGE NETTING ELM 6 TO BE REMOVED - UNDER PAVING TO STRINGER Al"', 614. POST OAK 12 TO REMAIN AND PROTECT i �T 580 616. POST OAK 12 TO REMAIN AND PROTECT A x 594 61 617, ELM 10 TO BE REMOVED - UNDER BUILDING 5 4, �2' 4'PINE STRINGER 620. LIVE OAK �O TO RE AIN AND PROTECT 7 621 LVE OAK 0 TO REMAIN AND PROTECT v 622, LIVE OAK IO TO REMAIN AND PROTECT 623. LIVE OAK 0 TO REMAIN AND PROTECT 4 625� LIVE OAK ;0 To REMAIN AND PROTECT 624. LIVE OAK 10 TO REMAIN AND PROTECT 626 LIVE OAK 0 TO REMAIN AND PROTECT 5 571 .......... 62T LIVE OAK 10 TO REMAIN AND PROTECT 5 587 �73 �0'7, 8 i82 626. _VE OAK :0 To REMAN AND P OTE T -2-1/2�GALVANIZED POST �,2q. LIVE OAK 0 TO REMAIN AND PROTECT 630. LIVE OAK 10 TO REMAIN AND PROTECT X, 570 631. LIVE OAK 10 TO REMAIN AND PROTECT -STANDARD WOOD TO 632. LIVE OAK 10 To REMAIN AND PROTECT METAL.POST CLAMP 633. LIVE OAK to TO REMAIN AND PROTECT sum :"Y< ADDITIONAL DESCRIPTION FOR REMOVAL 565, 570 �OF THE STRUCTURAL ROOTS WILL BE REMOVED AND THEREFORE UNSAFE 5-69-_ 584 SIDEWALK AND APPROXIMATELY 30"OF FILL 555 APPROXI ATELY IV OF FILL 'le TREE PROTECTION AND REMOVAL PLAN -567 2': 4"PINE STRINGER 5q(l SIDEWALK AND APPROXIMATELY MATELY 30"OF FILL 11 OF FILL T` 20'0- 20, 40' 597 APPROXIMATELY 18 ti ---P(ISr DRIVEN INTO GRADE 5q 5 APPROXIMATELY 15'OF FILL 599 24" FROM THE NEW BUILDING. 01 7121 OF 06.172(TI9 TREE PROTECTION FENCE ELEVATION TREE PRESERVATION NOTES K...... 119 112' YR' 0 21 CASE NAmE VESTGATE 2301 05,31.2019 CITYCOMMENTS CONTRACTOR SHALL ADHERE TO THE FOLLOWING TREE PROTECTION CA SENO"BER l-U S�G15 06.12.2019 CITY COMMENTS MEASURES: TI N 230 AP ATE PLAZA , I PREPARATION'GENERAL'NOTES I. THE CONTRACTOR SHALL ERECT A PLASTIC MESH FENCE A C I. PLAN PREPARED BY: MINIMUM OF FOUR(4')FEET IN HEIGHT AROUND EACH TREE OR SECRETARY GROUP OF TREES TO PREVENT THE PLACEMENT OF DEBRIS OR DATE:MICHAEL�. KENDALL Y", FILL WITHIN THE DRIP LINE B LEGEND KENDALL LANDSCAPE ARCHITECTURE 2. DURING THE CONSTRUCTION PHASE OF DEVELOPMENT, THE 697G SANTA BAR BARA rPLA­AND ZO-CQ­1551oN CONTRACTOR SHALL PROHIBIT CLEANING, PARKING OR STORAGE DALLAS, TEXAS 75214 127 MAY 2019 OF EQUIPMENT OR MATERIALS UNDER THE CANOPY OF ANY TREE PHONE: (214)739-3226 OR GROUPBEING PRESERVED. THE CONTRACTOR E-MAIL: MIKE@KENDALL7.COM TREE TO REMAIN CHAIN-N OF TREES SHALL NOT ALLOW THE DISPOSAL OF ANY WASTE MATERIAL TEXAS LANDSCAPE ARCHITECT LICENSE NO. 1127 DATE - sh-Name SUCH AS, BUT NOT LIMITED TO, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, ETC. IN THE CANOPY AREA, 2. ALL AREAS SHALL BE IRRIGATED BY A LICENCES IRRIGATOR TREE TO BE REM-Ell ET 10.1 16 TREE PROTECTION WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM 3. NO ATTACHMENTS OR WIRES OF ANY KIND, OTHER THAT THOSE I AND REMOVAL PLAN PROVIDING 100%COVERAGE. APPROVAL NO-­THCRiZE ANY A0.11 OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. I.....................F 3. ALL REQUIRED TREES FROM THE CITY APPROVED LISTING. A CONFLICT ANY CODES OR ORDINANCES. 4. NO FILL OR EXCAVATION MAY OCCUR WITHIN THE DRIP LINE OF TREE PROTECTION FENCING Shcc(N,,,,lY,, DE. QF DEVE-1-T SEI-ES A TREE TO BE PRESERVED. ........... 10 of 16 4 3 2%. ? . . n .. . . . . . . . . K B Iu A R C H I T E C T S All . . . . . . . . 22'-0' . . T 214 74155% AV F.ZM,741.5557 HAND HOLE----\ POLE BM LYNDON R.JOHNSON FWY SUITE BW SIF BOND TO GROUND LUG u OUR BUSHINGS DALLAS,TEXAS 75243 NVILFI�NCE NUTS < CON VER NOT SHOWN STUB CONDUIT 6'ABOVE HIGH STREN STEEL 6'ABOVE ON INK GROUT GTH H T %'k%, -,r" ANCHO LTS NSTALL FOUNDATION R BO HAM ER EXPOSED FE PE CORNERS 3/4 Y%, REROMANUFACTURER'S 6' C MMENDATIONS 1—IND X 0 C A CONCRETE BASE 108752:-Kl­ -0-MIN.REFER TO STRUCTURAL 2' 0 V -v POWM CONDUIT-� POWER CONDUIT % 4 % %. q Lu MIN.71.0'-Cr INTO SOIL GROUND PER NEC ARTICLE 250 COPPER CLAD STEEL GROUND ROD- 0 j t, Lr) NOTE CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEMENTS WITH LICENSED STRUCTURAL ENGINEER PRIOR TO INISTALLATION. C) N V 1.2 �: �11 � f J # , , --,,\SITE LIGHTING POLE BASE DETAIL A 0 . . . . . . . . . . . cz -I-R J !I, NONE p! to X -.r Lu 4-5 yuYe i F z . . . . . . . . c 0 Jr 4 1 > . . . . . . . . . . . . F (y) (z . . . . . . . . . . 0 B . . . . . . . . . . . . . . . . . . . . . . . . . N % AOS EngineBiriirig Consu"Engine T_7T rr 0 N� 13- w M MAY 6,20" CITY SITE I'LAN MIPLICATION f M2 MAY2s,2m CITY SITE I'LAN APKJCATION El . . . . . . . . . . . . 5; z .. . . . . . . . . . u CASE NAME: 2301 W$TGATE CONTRACTOR SHALL VERT ALL CONDITIONS Fy CASE NUMBER: SUPI9-__ AND IDWENSIONS AT THEE SITE AND A ....... LOCATION: 2301 WESTGATE PLAZA .............................................-............... NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ER OILS,OMISSIONS OR __l*0T0MMFCS PLAN !2 DISCREPANCIES B=BECINNUNG OF FABRICATING ANY WORK T _-MAYOR SECRETARY 1>0 NOT SCALE OFF DRAWINGS ............. DATE: Sheet Name LIGHTING FIXTURE SCHEDULE zo 0 KIXL i MAC—EA f —FACIE/OR I y PLANNING AND ZONING COMMISSION ELECTRICAL m PHOTOMETRICS MULE LIGHTING SIGNTEX CHAIRMAN LEI EST INDUSTRIES EATON LITHO. PISLIC PLAN POE wPATHI + T91, DATE: //E 4SW3-W70­2YS-W-W SSSIAZSNl D� MAY 6,20" �11 PACK,—I LIAM I- IN?277 —m LSI INDUSTRIES SHEET: _IZ OF 18 < __Z� �E­� job Na Sheet No. 6 r___m�.Lnm"txNm w Im —CONTECH UOM Eq& LRHINA APPROVAL 00 S NOT AUTHORIZE ANY WORK z IN CONFLICT WITH ANY CODES OR ORDINANCES.6(X PH-1 TlI(X`R ONLY,DID"RATED.`4EXAI IKA,I. FNT2- -- m ftL Ll� w DEPARTMENT OF DEVELOPMENT SERVICES 2019-21 OF R—M A AKHMa W SE ELT W YEFdFY NI.Fg W FlIMMIES MM M 0 m 4 3 2 U I— - S 89'14�19" E 64.45� S 89'14'19 E 70.0E----- -_ S 89'1 a'19" E 70.00' S 89'1 a'19" E 70.00' ---_S 89'l4'19_E 70.00_ 5 89'16'19" E 70.0E----- ------------- ------ ---------------- ------------------- r- -- GRADING LEGEND I ADI '14'19" E 36.33 __ _ - �- - - - ,� - - - - - - - - - �- - - - - - - - - - - /.R.E IRON ROD FOUND I ' I7�•m - _ --- - SEi IRON ROD W L- X �� ^T-- TP-6210 CUT X IN CONCRETE - _ -617 _ E 5 Z - -- - - FCP FENCE CORNER POST x 1 � _, \ Ex. rP 6z 1 oz 'E� [�]Z EX. TW 611 41 //l! r,l f _ TS - _ . _ ,-- \ i EX G 620.69 - J 1 OU EX. BW=605.4C (/il ' _ - - - - - - 19-TO-619.21 - ' \ TP 6206E X_ _ ASPHALT -J_mN \ b 0 20 ao TC-615,94 k •° Cl) ELEPHONE MANHOLE F' 7 61 7 G=615.94 •7 rsMt•souARE cur -w z-z1.os f 3 G 61�.22 r` / � TC.-618.13 - TC-618 76 �-_ � LL Z wPOWEft POLE _5 71 -6J7-63 - _ - - = -618 26- __ TP 619.68 _ - W N w O= ( I TG-615 25 / ❑ - _ TG 618 63 EX TC 620 5 LIGHT POLE J 2 eW=61500 ---- _ ------TP=618.08/ _ IUi - r / / __ �� __ - - - 2ai8 - TP 6 \ G-620 08 /�/I TC 617.88- _ TC=617.95 /0 // �✓ /EX �� WATER VALVE z f N N3 5 �. EX. BW-601 64 J TC 618.62 / / 1616.25 G 61738 -- G=617.45--_ ---- -__. Nm _ G=618.12 /i 4 _ SSMH SANITARY SEWER MANHOLE 7 0' I / 615.75 _TC=618.25- c ��- lsi / IIII 1,„ / 5 ----- -"1 TC-619.96 EX TC=620.13 \ _ m _ __---_520- I G I --- --- G-619.46,/ �1//� �� FIRE HYDRANT EX_ TW-61180 u I ,II / ' ' c en 7 �Js- 1 617. TC 518 80 - - �r I T. G-618.3E --- TC 61932 TP=619.63 � � �� - ®'A'M WATER METER WOE / T„ 618 43 - -T 4 -=- EXIST DETENTION '_° TC=619 38 T^ 619-38 TC 619.38 POND -/ I I` / m / 93 G=618.88 G=618.88 TC=618.84 G 67r8 82 71 4 - IM m G=618 88 0 /j. EX. TP=619.36 1 TC 617.75 TP=618.24 I - W G=618 34; ,� / / T a � 7 TO TOP OF CURB W ❑ G=617.75 currER a 1! EX. TW=611.8ETP=619.17 / �\ EX. BW=605.79 /�/ TP TOP OF PAVEMENT I / I• TP=618.94 TP 618 98/ a _ I1,1 7/ '1'l7 I 1 / TC 67811 TP=618.53 TP @DGGR TP ®DOOR "' - FC FINISHED GRADE G=617.61V I =619.48 \ =619.48 v ,TP=618.88 A), � v TF=618.92 � �--- ! I�a A TP=619.23 �TP=612 00- 4 ./ I �� EX TC=619.42 X' v v rw TOP Of WALL FG=619.0E TP @DOOR ��- 1TP=618.37 TP_61'_ 7", EX. G-61875 // Bw BOTTOM OF WALL TC=618.14 / I TP=67I& =619.48 TG=618.66 1 r TP=619 48 / 1 ! IA I G=6T7.64 7 TP=619 36 FG=679.0E I / EX TC' 6 9.36 - ? TR TOP OF RAMP TC 618 00 1 FG=619.0E TP=612.14 C-618.0E TP @ DOOR FEE=679.5E •, /�/ - EX. G 618 70 >G / _\\ F / _ P_ =619.48 `O T-19.05 / •EX. TC 619.30" j a a ¢ eR BOTTOM OF RAMP EX. TN/=611.99 -/, �TC-616.29- I I T =618.60 `� FG=619.0E / EX. G=618.65 EX. BW=605.62 /, G=615.7E 'I 18 48 \63 TP=679.37 I TP @ DOOR p / / \/ - -\ - xrx--- 7r / / EXISTING CONTOURS -8 -61500-� 7P=618.48 =611.48 TP=619.39 / EX. T=61 6 l TP=616.67 /EX. G=618.35 7 { BW=61500 \ 1 T =616 1 / xxx PROPOSED CONTOURS I !'1! 1 ' ! [ TP 61887 TP @DOOR / c; /� ?/ �// // 1 ( I !!PROP RIM=614.0E / -��' -- -TG=61685 TG=61&27 V/ �� DTP 678.g99.19 TP�61926� /,. /. H� .' ��78.28 //1� C �I ------ HIGH POINT r / G-G16 0 EX TC=618.88 1 !! TP-616.27 / / I I l.. �� V/ DETAIL N W I, TP=616.27TC=679.27 ° r. `T sot / �� Z I BW=615.OD / - // TP 618 97 P�1�' /�� b SCALE: 1"=20' J �- ! / TG 616.6G G 618.77-` 6 7 / / / I �nhl J, TP 61804� 7 �: / Q EX TW=612.0E S' / G 616.1E A _TC=61 673 / °' TP=618 53 // I /�/ V /7 J LOU- \ ,EX BW=606.00 / i G=617 73 <� / / - TP=6t8.44 � �/V/ / / W (jJ �- I\ / $ ETC-617 66 - - TP=618.59 / / -� _ - ry�\ / / City Benchmark ~J z G-617.1fi TP 61698 f TC=6 9,09 ll WI / Y Q / I / _ G-6 859 Z' TP=_617.94 4 W(f �i/ 1 M W G-616.84 -� �, TP 61689__ - ;��- _1}./ \ Monument Nay (Cannon Elementary School) Q Ur O TC=61590 pS / _.. //� EC / / _orS _ TC=519166.\-TC=618.43 r.l¢.:.' _ �� L_ C _ 2 Y Q G=615.4E / / lql _ -617.40, _ / /r{v 4' Dote established:1991 Dote Recovered: October [002 I' \ /! BW-615.0E ; TC=fi17.08 ve4 ��TP=617.16 - G\618\6 G 617.93 TG=6;8.386 }"i, EX G-667943/ /�' //i '�/ \ NAU-83 TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE U ILL U G-616.9E _ _ _ \ / TC-616.26 TC-617.46 a a I/ I /// /�/ \v7�� Y COORDINATE 7G26508.347 W 1 N F-- \ G=615.76 G=fi16.58 ], G=616.96 676_.. �� - _1 EX. TP=617.73' l/ /// / l COORDINATE 2401310.229 -1 z \ /7 r - TC=617.66 CCC I // ( // - X C ,,, \ Tv-o1E 62 GTC'61ITTt 7.7 7 TG 617.339_� y`i'/7 1 EX. GC66E.978 / / / I �.ti DESCRIPTION: m w } Q G=617.29? 17 \ ----` \`%l�� , "I \Jr / C 8' ALUMINUM ROD WITH CAP SET 0M BELOW ACCESS COVER. ACCESS COVER 4 / IS SIAMPED, - ,o - /=� �. - --G=617.331 � -EX. TP 617/54 '/-. / ¢ d. 'n� ENTRANCE CITY OF GRAPEVINE, MON 5' MONUMENT IS LOCATED Al THE M PROP 58 LF, / / / /TG=61T56 ( ° /- nj,. / \\ TC=616.96 S- % "tX TC-61 84 I' \7� PEBBLEET NO THE CANNON ELEMENTARY SCHOOL PARKING LOT APPROXIMATELY N Q _ / TP 617.26 b ° / G 516.46 / I EX, I` 7 61 / 4 �n0 FEET NORTH OF THE INTERSECTION OF WEST COLLEGE ST. AND 42 DECORATIVE �� T 615.36 / / G-616; OK RD. V EX TV✓_612.00 7 / G-614.86 G 6173E 8� TP=617.76 _._._.._�\ TC-617.80� TP 61�7.67 AI/�V//�// 1" METAL FENCE11 A1��' EX BW-612.00 // TC 617801 / TP=61789 N !\/' TG=617.26 7 1 ^__ / TP @DGGR - r a ;l l,�Y ' �q BENCHMARK INFORMATION �61�.�OGR TP 617� EX. iP 61Z23 " / V // G-616.76 / / r A -617.98 1V.. TP=617 20/-�:. A 'I.1/ -I---- TW_674.00� - //I. \ IP @DOOR \ /z / /, 1 �- `/ TP=61715 / / i / / / TBM qt: ELEV = 621.05 / -613 75 TC=67 01 r _ 40 / / 'X ,�$\\@ 'I'IFs // / / /I l/ / / "SQUARE' CUT FOUND IN NORTHWEST CORNER 0:SIDEWALK G=615 51 ] EX TC-617 65 C'r/ l l" =61798 APPROXIMATELY 25 LF SOUTH AND 8 LF EAST Of THE NORTHEAST TC=616 OS h 617 30 // / A ` FG=617.50 KF EX G 617 10 I / l I /'�' l PROPERTY CORNER. CONC G-61 5 55 /. F.I8.00. / 1 / / ' G 616 80= � 1( / I TP=617.7E I X T.. 61 6 / 1 MON TW 61725,r / TP @ COOR /, /�/ _, EX. G-61706 ,I �\ I l� TBM #2: ELEV = 614,52 Q TN=616.0E I G 613 7 1� 'y� / r 7;'I I // 2" BRASS MON FOUND APPROXIMATELY 132 LF WEST AND 44 LF 613.75 / / 7 ro a' I/� NORTH Of IRE SOUTHEAST PROPERTY CORNER. �- TW-617.25/ �/ TP @ DOOR I r_ I y' / G-617_DO "I TP=617.8E EX. TC-E1744�1 TP=61 7,46 /X ,ss \ ✓A_\ W \ -TF @ DOOR / ,EX T 617.37, NOTE: p w TP=617.66 - / TP 617.76 _ \ =617.98 / EX. G 16.85 X ° TP=614.5E �/ // % THE BOTTOM OF WALL ELEVATIONS IDENTIFIED ARE TO TOP OF PROPOSED GROUND -- � NCLUDE k. AND DO NOT I ANY REQUIRED FOOTINGS. THE DEPTH OF FOOTING SHALL ' 'Te 22.8 srdoN n CAN / BE DETERMINED BY THE STRUCTURAL ENGINEER DESIGNING THE WALL. THE CONSTRUCTION OF THE RETAINING WALL WILL REQUIRE A SEPARATE PERMIT. s Z, _ '7 L / / , / / Know .Whan below. - C 1 TP 6'4.3fi_ ^a, DTP C15.28 I�11t FG 61750 / // Ballbefore *�H u�y., UTd - EX. TC=61E / .27 I 2/,6•• - . // . CASE NAME 2301 WESTGATETP 614 74 TP 616 36 CASE NUMBER: S TP 614 60 TP-616 16 oATOIN, 01WETGATE >. PLAZA �� _ T 'T 2 a TP=615 14 _ TP 6�6.06 ( L 0 '/ n -TP 61592-- \H�^� / / - ! /,, MAYOR SECRETARY /� THE CON IRAC10R SHALL CONTACT oatE: �•' S'4 TP 61518 \P_615.56 I( /r DIG-TESS AT 1-800-344-8377 A �\ MINIMUM - THE PLANNING AND ZONING COMMISSION q Ci TP 9` ? / U COMMENCEMENT O PRIOR v Hl A s R/geCE wl�trYq Y EX T.-615.42- _ �?`,- CONSTRUCTION ACTIVITIES ���t 4� DRAWN:JAA / �n� t E - / . r•I / ' / \ .SIP............ S�, CHAIRMAN ... I� ATE. D .... DATE:04/16/2019 % STEvEN R.HCMEYER`j ,,/' I•............... .I SHEET: 12 CIF16 0j�o. 85942� i�V< HEI#: 19-0104 I,f'•.•I EEN54,. � _ APPRO`/AL DOES NOT AUPIORZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. SHEET NO. '�....._ r,. J DEPAR-MENT OF DEVELOPMENT SERVICES 03 m N - LOT LOT Lot ..V^.. r O O X Parcel Number: 4,15036 1 u g N LL 3 LDr w LOT w LBT w. L9T 10 w 11 w 12 °D' Deed Reference: 0215036214 Z ry N ry n o z LL W 0w _Z o USTIN BLOCK 1 DD 0 �I I Z A ITI N W '0 AK S A N O CAB. A SL. 408 � ❑J L] 1 TU 10 xl0 U 0 O Z Z . --TRANSPORNER ESMT. rTRANSfOR ER ESMT. � J CAB.A.SIP l08% I CAB.A.GL LOB m N -s --.L 10.00---- --- 5-uTTL rfS`1-747 /-s_9'_'_C ,o.o' ------5- --- I L�� �Nw es'' 30 60 es'i z ----------�---------- i U I tt„ uT. vo1.809).'PC.t]4] 0 _ - I ) I �R3Zw t°',utlyurr,E_saur. D}g, 45p 9 o eo9],v 1n w I I 9155'az"w z.aa 9 e +S6 .+Ae�08+ 1 + � + -�' t + otemn.>s - -� + - 1 ,. urr ESMr. _ STEEL ROD STEEL ROD -- - ----_- _ _ - -- 5'DRAINAGE W_ jy- � �.= �L-- �' - UT1]5,PG 19]D A=]) � / �---�� __=-�-i L _ e- L=-=- -=R=too. �ww�N3 AREA OF --------_ �7/�r � _--� _ - - __ -E1 _ '� ' g e=._ W -W�� ,,J O D.'N L ss I -- - --- - LD UNKNOWN II l(,/I lam- -_-� - --- -.. - _ _\ \� FX _N>�'. Z���3 OWNERSHIP_)_III - _ - 1.11 � _��^'� a �(� N ,. O w I +I / I I Imo.;f --- ---- --- ---- i �% N ae-1 a'i B'w 4a LEGEND LJ w X 0 �I�L-�-�-I -� TT �1 ,i �.v�i� �$_i0006o' A DRAINAGE AREA NUMBER mm� PRIVATE DRAINAGE ESMT. / / / DAD.A.SL es47 / I 1 �iM`� ° ° Q100 W H D 01 UAILITY SL E 847 / \ - i 4.59 - sts /\ ° 0�6 �'� -= ------� �% DRAINAGE AREA LIMITS a 1 I __ __ .�/ ���� EXISTING CONTOURS xx- - _ x� DIRECTION OF STORMWATER FLOW \ --- .�� I 7- E2 °r 0 84 �< :�-- 1-- 9 - - - I M - �� BLOCK 3 _ e /PSe TII -�-a I BENCHMARK INFORMATION 'Z 2.31 ACRES °1-L/ TBM 1 ELEV 621.05 WESTGATE PLAZA ADDITION � � \> S Gy /rose. / / a�/ v U 1 L Q "SQUARE' CUT FOUND IN NORTHWEST CORNER OF SIDEWALK f/ \ ( ��C APPROXIMATELY 25 LF SOUTH AND 8 LF EAST OF THE NORTHEAST s� Y/ y APPI:owuATE LacenoN I -I- II I �`\__``\ s'� / �/ yI,V/d/ \ ` 1� PROPERTY CORNER. Or ZONE A(IOO1R)ROOD ZONE 9' - `•OpPrP PER PANEL N0.4 C015 �/ ,� s l-�'' II P / //4 TBM //2 ELEV= 614.82 2" BRASS MON FOUND APPROXIMATELY 132 LF WEST AND 44 LF Q Q NORTH OF THE SOUTHEAST PROPERTY CORNER: �f�)J W X Q Q LLl i �z �a°q�ce f 3 M I ',/T��u✓n r d l /" � N 1- Q STEEL RO J�Wf- �� W W d F- e <riLUU �D .O N, E6 V' / <I m. / ---- G'] LOT 3R / / Benchmark O h 021 y1 7 ca �l �YQ_ / ) T ,n 1 / BLOCK 2R / ''rnT U` / •R �\ \ - 669 , WESTGATE PLAZA ADDITION / / U VLL ry`ate - t �� CAB. A,SL. 8847 / / Monument No.5 ;Cannon Elementary School) FOR n,v� s !� _ I ,,,I A 13= cna. aen // ) ),YY fz- l l l l Date Established.1951 Date Recovered. October 2002 _ (V z g_ OR Ac \ \ s',whirr-ESMT. /� / _ (� I [ I / / / / _.� / / / NAD-83 TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE m W v ONu oR wrcx[sz �� �L E3 � t( \ T hVA\ / °VI X COORDINATE 7026508.347 �vNoo•:,'s -'ioo' _ COL$ �c � :,, 1 41 ?�- (a�, .T Ilk-;`' � .' . A y/ / 0.52 (a( / �1 / DESCRIPTION: 2401310.zz9 p i4 r m E7 RIPTION: M U STECb� D - A / '/ / 8' ALUMINUM ROD WITH CAP SET 0.5' BELOW ACCESS COVER. ACCESS COVER N Q f- �V 15 STAMPED, "CITY OF GRAPEVINE, MON. 5". MONUMENT IS LOCATED AT THE T �Y %icy / - l E '•I� 1 I yi / I / ENTRANCE TO THE CANNON ELEMENTARY SCHOOL PARKNG LOT APPROXIMATELY S A• s/a. A / / / / Ito 250 FEET NORTH OF THE INTERSECTION OF WEST COLLEGE ST. AND cE � PEBBLEBROOK RD. Fsµ u 8 x"� ca t- s E4 / /, A v /, rc t \ f ---_- _ r -- - / / I UT,/ vA � / A � I </ Q W � 5 l.cc W'D) gY114 EXISTING DRAINAGE CALCULATIONS DRAINAGE ACRES '•C" Tc 15 05 h 00 0100 COMMENTS AREA (min) (in/hr) (CfS) (in�hr) (cfs) El 0.32 0.30 0 6.90 0.66 11.60 1.11 DRAINS TO EXIST DETENTION POND CASE NAME: 2301 WESTGATE CASE NUMBER: CJ19-15 LOCATION: 23C1 WESTGATL PLAZA E2 0.87 0.30 10 6.90 1.80 11.60 3.02 DRAINS TO EXIST 4'x4' Y' INLET E3 0,41 0.30 10 6.90 0.84 11.60 1.41 DRAINS TO EXIST DETENTION POND MAYOR SECRETARY DATE. E4 0.09 0.30 10 6.90 0.18 11.60 0.30 DRAINS TO STATE HIGHWAY 114 PLANNING AND ZONING COMMISSION E5 0.44 &90 1C 6.9C 2.73 11.60 4.59 EX DETENTION POND 5 Pj Ego;��ek,1� crl.clrzM aN DRAWN:]AA E6 0.06 0.30 10 6.90 0.`2 11 60 0.21 DRAINS TO OFF-SITE CREEK +. I DATE: *..:....................... *�I DATE:04/16/2019 STEVEN R-HOMEYER�j,o E7 C.05 0.90 10 6.9C 0.31 11,60 0,52 DRAINS T3 STATE HIGHWAY 114 `•:.. a69a2 1 f• ,. SHEET I 13Or16 HEI#:19-0104 ° ES 0.08 0.90 0 6.9C Q50 t60 0.84 GRAINS TO EXIST 15' CURB INLET �Es�..cENSE APPRovAL DOES NOT ALTHOPIZE CR ANY wORK IN C:OHFt1C;T WI_P ANY CODES CR ORDINANGEC. SHEET NO: 1 OA A' C TOTAL 2.3' " 7."4 �' 12.QQ ....-. "••` t� •,,:� DEPARTMENT OF DEVELOPMENT SEP.1ICEs C4 a, N r''❑❑X LOT f LOT LOT - LOT LOT -I 0� Parcel Nam U L LA n -- LOT Deed RPre 3 6 w LOT 6 9 t0 w 11 W 12 O� Zm�m of �I Z p X 10 0I sal �Z B.❑ BLOCK 1 1 1 m zA STI OAKS ADDITIO N Z W ❑N 10•%10'TU To.00 08 1RA15`TV '^1 7 p J N TRdNSFORNES ESMT. -- T A A._ ESMT. L� �1 A A, s 10'UTILITY ESMT. CAB.A.TSL.A08 - s es'ie159'U�1 TY _ s )O.oC' // 8_o__-____6 e5'_',a•E _--_ al �Q N� [ 5'UTICIfl'r3 T-- 1 CABS e'aLi940 Too off ---__ II -i 0 30 60 � MT. VOL.809),PG.i)4J F Z W y cde doe 1 y --- e41, 45�9 D4 e y.P + + + + y -�- T Y- I.I[n W I s e +J6 T 'I' + '�' + -Y OL>-8097,1 IS'DRA rvAGE W W❑ N 6.55'42•W 2�BN.OWN 9 �_ y�"D UTILITY ESMT. I STEEL ROD STEEL ROD - - _-JGr_-_- - - _ ' r ' _ _ U 5175,PG 1976 I.I 3 -R6n-.; _ - L In n ---- --- -- - �� - - P1 1 �i-�- -,v�vw m m I AREA OF \ - I \ �- F_ O M T OWNERSH PR_ Ii I rll _ _ so _ 2.92 i�i'a -•^' N 1 I 11 / \ - _ - -- - _ - - - i/ _ � � Ate- u�X❑ -62C-- +I P2 c- --------- �// �o.r -A' ��=ioo 6. N_#9.14'19'w 4 Z d m N I I PRIVATE DRAINAGE ESNT. // \\ \ \�\ _-----E1T------ - - - _-- -/ _ - m t� \ CAB.A,SL B847 \ 5 2 2 � � � �° =W F'❑� 1 'UTILITY ESNT. I I _ -�2o-_ ----- '- GAB.A.SL 88l] _ /•L ° t iY+\ a �I of P10 o� PROPOSED DRAINAGE CALCULATIONS KP3 -- ol ` „=- - DRAINAGE TO I5 05 1100 GINO > zl o} \ s I / _•� - Il 0.31XX °�yy 084 /�� ��- AREA ACRES "C" (min) rn hr Dfs rn hr cfs COMMENT / v,�5��m° - j ' BLOCK 3 p �y, � 2.31 ACRES � I -� �, / �"�/ d�`mr,�'I p1 0.28 0.90 10 6.90 1.74 11.60 2.92 DRAINS 70 EXIST DETENTION POND ESTGATE PLAZA ADDITION I o � P2 0.50 0.90 10 6.90 3-11 11.60 5.22 DRAINS TO PROP 5' CURB INLET / { j APPROMNAIE LOGAROM DP 2P I A(loom7 00o zarvE 1 / �\ / i' �<v �� // °..� / )/ / / � P3 Q12 0.90 10 6.90 0.75 11.60 L25 DRAINS TO ROOF DRAINS PER vnrvE< �• �� �l�'JJ 11 ! /r / P4 0.03 0.90 10 6.90 019 11.60 0.31 DRAINS TO PROP 2'X2' DROP INLET Q W X LIJ \ / L v saw •, �. y��� M /�'V / / l�AID' / o N P5 0,2'9 0.90 10 6.90 i.80 11.60 3.03 DRAINS TO PROP 5' CURB INLET � Q W STEEL \ i Vj�J Ro / -p� W O P6 0.12 0.90 10 6.90 OJ5 11.60 1.25 DRAINS TO PROP 5• CURB INLET F_ JOf Q Z i P7 0.15 0.90 0 6.9b 0.93 1.60 57 DRAINS TO ROOF DRAINS (7 C' U era I- Y Q Q(�` s / \ /r\� coUU LLU �� D \ t _ WESTGATE AP P8 0.19 0.30 0 6.90 0.39 1.60 0.6E DRAINS TO STATE HIGHWAY 114 w F- M Q FOR O v)N Z P9 0.06 0.30 10 6.90 0.12 11.60 Q_21 DRAINS TO OFF-SITE CREEK CO W Q MOb21'3 9.6D', r a 9 r V /pz �,�� ` -" , 1 � � �. P12 ° / /� / P10 0.44 0.90 10 6.90 2.73 11.60 4.59 EX DETENTION POND M � 3'015 - I ? (a I /� / (V Q --�61 2 Non 1� (1/v.' _ / P7 I / _ 0 52a I r < 4a I 1.57 y� P11 0.08 0.90 10 6.90 0.50 11.60 Q84 DRAINS TO EXIST 10' CURB INLET PIX P12 0.05 0.90 10 6.90 0.31 11.60 0.52 DRAINS TO STATE HIGHWAY 114 �� I' ° 7�e 1 deco L 1 d 1 �,� NrFa�u , I d TOTAL 231 /r d _ 22.37 _ -- r i / 13 31 y/� CA ESMT \_ s. �� ° LEGEND o Q �� a .�:,/ / GN 7 /1 a+s< �/ -� / '' -�' 1 A DRAINAGE AREA NUMBER Rq HlG 7- - �_� v ----6„-� R,aeze H1yAy � ��w � y �` � � ! ,� � 01bb _ T Q wlorµ )/ 1 r <. \ ° / DRAINAGE AREA LIMITS y_ / Q _ Roy. 4 � Q -xxx- EXISTING CONTOURS XXX- PROPOSED CONTOURS e 799.s,' 3�2rs�s•sl:©G..E - ° �s DIRECTION OF STORM WATER FLOW CASE NAME: 2301 WESTGATE CASE NUMBER: CU19-15 LOCATION. 2301 WESTGATE PLAZA Citv Benchmark BENCHMARK INFORMATION MaNument Nos MAYOR SECRETARY (Connon Elementary School) DATE. Date FEtabli9hed:i991 Date Recovered: October 2002 IBM #1: ELEV = 621.05 NAD-83 TEXAS STATE PI-ARE COORDINATES, NORTH CENTRAL ZONE. PLANH,NG AND ZONING COMMISSION "SQUARE" CUT FOUND IN NORTHWEST CORNER O SIDEWALK Y COORDINATE 7026508,347 APPROXIMATEIY 25 LF SOUTH AND 8 LF FAST OF THE NORTHEAST X COORDINPTE 2401310.229 PROPERTY CORNER. DESCRIPTION: pic o rex��l 8' ALUMINUM ROD WITH CAP SET 05• BELOW ACCESS COVER. ACCESS COVER Jy.•.•/� 9s 1� CHAIRMAN DRAWN:]AA TBM #2: ELEV = 614,82 IS STAMPED, "CITY OF GRAPEVINE, MON. 5". MONUMENT IS LOCATED AT THE ��:' �[( ��� DATE: II 2'• BRASS MON FOUND APPROXIMATELY 132 LF WEST AND 44 LF T." }•* DATE:04/16/2019 NORTH OF THE SOUTHEAST ''R APPROXIMATELY CORNER. ENTRANCE TO THE CANNON ELEMENTARY SCHCOL PARKING LOT APPROXIMATELY ••••+••••••••��•••••••••••'••••� 250 FEET NORTH OF THE INTERSECTION OF WEST COLLEGE ST. AND % STEVEN R.HOMEYER PEBBLEBROOK R0. �•q.••••••••••-•^ � , /+ SHEET, 14 or 16 i 0 P., 86942 r ,,� HEI#: 19-0104 �l°' <rc rvsEa` IS NOT N CONANY APPR�L CT DW EH ANY CODESROR ORDIN AONCFS. 3 DEPARTMENT OF GEVE_CPMENT SERVICES SPIFFY NO. C5 01 ----S 89'14'19" E-64.45'--- I N S 89'14'19" E 70.00' S 89'14'19" E 70.00' S 89'14'19" E 70.00' S 89'14'19' E 70.00' S_B9'14'19" E 70.00' — m X --------------------- ----------�-- -- --------------------------------- ----------- GR STA o+oo uNE "ss-z' r �— �I ADING LECIEND (� CON NEGT TO EXIST - - _ _ _ _ _ _ - - - -�- - - - - - - ;. -r---- ip.F IRON ROD FOUND -7 00 36.33' - 4' o SSMH - - - - - L EX RIM 613 5t . SET IRON ROD --FI_.6„ (SE) 610.40 �R;,: "�y � � a� \ � + � X X N EX 8 SS LINE /_: zV EX FL (E) 608.43 1J.r EX 8" SS LINE'T - _ Y V _ - _ - \ -_---_ I •.- CUT X IN CONCRETE ❑FW- -.� EX FL (W)=608.3f a. .. ss.=sue—�—.= _------------------- �p0_ -----_EX FL(S)=608.4t _---------__ __- _ -- - --- ss 55 --- -- ---- _=__ = Fcv. FENCE CORNER POST W v F _ _ w mF t Z J tE , `\ ` EEX S W1'L" //i ASPHALT z O�N N 4e / STA 0+42 LINE "FIRE-2" TELEPHONE MANHOLE W a 0 y / 'SQUARE CUT �-W- INSTALL: U z-z1.os F-W Z W STA 1+06 LINE "FIRE-2" 1-6'X225'HORIZ BEND �� \°9 POWER POLE M ❑_ INSTALL: -- -- -- — -- — -- — --�--J, i i / �� Nc LIGHT POLE ��Ur J= I a l7 Sy -6"X45'HORIZ BEND STA 0+16 LINE FIRE 2" W W p d 3 STA 0+97 LINE "FIRE-2" INSTALL / n �Q WATER VALVE N In INSTALL: 1-6"X22.5'HOR1Z BEND ��_.� /� O �\p _ z U1 SSMIl 1-6"X45'HORIZ BEND \_�� \\� / m j SANITARY SEWER MANHOLE V N "l l l -- - -- - - _ FIRE HYDRANT N❑ 'P // PROP 123 LF 5" SDR-35 1 S �' _ W X 0+ n2 �\ i / j _ _—-_ 'flM WATER METER ❑ PVC SANITARY SEWER i D I --- ® z 11 m N / LINE @ 2.0% SLOPE / A. ���: / �/ a m .P I _ 'vp i T 7C TOP OF CURB =W P❑N IL GUTTER - M•�• /�f STA 0+00 LING "FIRE-2" m TOP OF PAVEMENT , �j INSTALL: / / �/ STA 1+23 LINE "SS-2" �� C 1-8"X6" TS&V FC FINISHED GRADE I / / END 6" LINE 2' FROM BLDG 1-6" DODO W/VAULT THE CONTRAC-OR SHALL CONTACT FACE REFER TO MEP PLANS �' �� �' ��� DIG-TESS AT 1-800-344-8377 A rW TOP OF WALL FOR FLOWLINE CONTINUATION PROP EDO MINIMUM OF 48 HOURS PRIOR TO THE FL=612.86 / STA 0+00 LINE "DOM-2" B:v BOTTOM OF WALL If ■ �/ a /INSTALL: COMMENCEMENT OF ANY STA 1+09 LINE "FIRE-2" STA 0+99 LINE "DOM' . / / 1-8"X1.5" WATER SVC CONNECTION CONSTRUCTION ACTIVITIES /y 7R 70P OF RAMP END 6" LINE 7 FROM END LS" LINE 2' FROM // 1-1.5" METER N'/VAULT - // _ BLDG FACE REFER TO MEP BLDG FACE REFER TO MEP / 1-1.5" BACKFLOW DEVICE BR BOTTOM OF RAMP PLANS FOR CONTINUATION PLANS FOR CONTINUATION / I 11 \\\ � / 99 LF TYPE "K" COPPER PIPE STA 0+00 LINE "SS-I"' �' ` II F.F.E=619.50 // n / / / / `'%�' / EXISTING CONTOURS CONNECT TO EXIST i �� PROPOSED CONTOURS I 4' 0 SSMH � STA 0+00 LINE "W-3" / Z/ EX RIM 617 7t / ��/� / ' INSTALL // / a A PROP RIM 61400 % + / \,..Y� \ \ Qv / / / ------ HIGH POINT < /'r /� 'n 1 8"X6" TS&V / Q FL 6' (5) 609 50 / /.o/ II \i ..p� _ /�' / ^i / 5 LF , C900 DR18 / // / IN x IN EX FL(N)-609.4t o �� // 7 /�2 :Lj W a PVC WATER LINE 9 / Q Q W W 1 FH ASSEMBLY / / J r-�] STA 0+07 LINE \ 1 INSTALL: / �� PROP 115 LF 6" SDR 35 , / / PVC SANITARY SEWER °• /� n,/V / / {- J I\ I-6"X45"HORIZ BEND / // /, (7 / j_ / / V / LINE @ 2.0%SLOPE / o- .n FL=609.64 � �� �ro / � A � \ / Q W() � C.CM w/ w /A T M �.��, �swwwn below. <Q STA. 0+93 LINE FIRE 1 _> / '��(�\ \ /✓ - Y Q h k / INS / �/ / /�� a Cr���before you dig O \\ STA 0+24 LINEIN S7AI L / l Ny \ 1-6"X45'HORIZ BEND \ // FT / / // / \trA - -_-- - - W O~ O I"- \ 1 SS l 4 C��_ _/:- b l l OO� 0Z 1-6'X45'HORIZ BEND �. _ -STA 0+00 LINE 'W i" / / �1bE� T` P �kt m W >_ -STA 0+88 LINE"FIRE-1" V _y �"/ 4 CONNECT To EXIST 8' /`/ i 1 hN H- Q \ FL=����6ii09.98 / /x INSTALL: _ 1` {l" PVC WATER LINE / r STA 0+36 LINE "SS 1' DO /1-6"X45'HORIZ BEND EX FH 70 / /' INSTALL: / %� U cauTlorl UTILITY cRosswc BE RELOCATED ` / / BENCHMARK INFORMATION N Q P 18' STORM=607.37 _ \\ / WATER$INE900 GR1fi PVC i , ,/'�/ / � � JJJ L_ FL-61o22 M / ~ ll�g �/ BM , E Ev 621.05 (�•I.16' M T� � _ �/ =STA 0+1001L NE "FIRE 1V:I i "SQUARE"SCUT FOUND W N\, ORT-IWEST CORNER OF SIDEWALK a r�` STA 1+15 LINE SS 1' � APPROXIMATELY 25 LF SOUTH AND 8 LF EAST OF THE NORTHEAST END 6" LINE 5 FROM BLDG M M / INSTALL V a / - PROPERTY CORNER. FACE REFER TO MEP CLANS /I 8"X6" TEE �� FOR FLOWLINE CONTINUATION ��\ / / 1-6" DCDC W/VAULT / �; ,I/� TBM #2: ELEV= 614.82 --------A-� t r1 FL=611.80 M 1' 7-6" VALVE / l -V ��/X l 2" BRASS VON FOUND APPROXIMATELY 132 LF WEST AND 44 LF - \\ LINE "DOM-1" • M / 1-8" VALVE Ir5 / 1/ NORTH OF THE SOUTHEAST PROPERTY CORNER. END 1 LINE 2' XROM / STA 0+96 LINE "FIRE-1' , • - STA 0+28 LINE "W-1" 1 BLDG FACE REFER TO MEP -, < -STA 0+00 LINE "-1" /' END 6' LINE 2' FROM CONIC ���" l�`(�^ PLANS FOR CONTINUATION ' \ _ BLDG FACE REFER TO VEP INSTALL: / Z MON \ \�� PLANS FOR CONTINUATION 1 8'X1 5' WATER SVC CONNECTION -1' City Berchmcrk Q F.F.E=618.00 PROP FDC / / 1 1 5" METER / '-�, % J _ STA. 0+4D LINE "W-1 // 1 1 5" BACKFLOW DEVICE / / Monurn-1, N,5 (Connor Ele•neatNry School) /1 Y o A 0+31 LINE W-1 VIC rJ AO-83 EXAS STATE PLANE OORDINATES, NORTH CENTRAL x� � INSTALL// / S8A 0+00 LINE�lRR1GAT"IRRIGATION" PI �� 14 ADDOt Establlshed:1991401 D�22geccvered: October �002 ZONE Y OORCINATE 7026508.347 _ 1-8' VALVE / / X COORDINAT _J Xl3T SOOTNCA� \ ��T, �Yv 1-8" PLUG / / _L INSTAL E) WATER SVC CONNECTION II DESCRIP-ION: / L, 8' ALUMINUM ROD WITH CAP SET 0.5' BELOW ACCESS COVER. ACCESS COVER D IS PENT N,ATfR•N'r w/eRAss rAarv. \`\ \ // 1 ME TYPE K" COPPER PIPE / ENTRANCE STAMPED, OF NNTERSECTARY SO PARK IS LOCATED O THE - > ,• ' C/ � / 6i 1-1" BACKFLOW DE'.ICE � - SCHOOL PARKING LOT APPROXIMATELY i C T4 / 10 LF 7 N OF WEST COLLEGE ST AND • '- �/ 1 /�� 1�/ PEBoLEBR00K RD. -14Ez ,pa STA 0+00 LINE "W-2" // INS ALL // 1-8 x6' TEE 3 _ 1-6' VALVE UTd LITY/ �4�Xc / 5 LF 6" C900 DR18 \ T / -/, CASE NAME: 230t WESTGATE I PVC WATER LINE --- A CASE NUMEER CU19 15 1-FH ASSEMBLY _ _j LOCATION: 2301 wESTGA7E PLAZA w 4 !_� • - �K \ � l \ �` T \_ \.0 M4YOR SEGRFTARY : O p � � - DATE: r s/4T w� / e PLANNING AND ZONING COVM'ISSION \ X RAWN:3AA R 14 h ,...�\ X/ � � ��N.E :1� cnAIRMAN DATE: /16/2019 y _ , C - O• - r. \ �S /'/(q�..N��` 0 / *• . II DATE: -- U,y k✓q / �revEry R HOMEYER` HEI#: 19-0104 l NOWN> R,INE"..... ...\NK'... �I+✓Ifs3.8695Eo / N CONFLIC'DOES NNY CODEOSROR ORO NAONCES. k e i WTI A SHEET NO: h r 10NAL E SHEET i5 OF 16 X" JFPARTMFNT OF JE VELOPMENT SERA ICES C6 S 89'14'19" E 70.00' S 89'14'19" E 70.00 S 89'14'19" E 70.00 S 89'14'19" E 70.00_---- --i_-8 89'I4'19'_E-------- ----5 89'14'i9" E-6a.48---- I �I u El.0 4 - ---------------------------------- ---------------- ------------ GRADING LEGEND a N Q LR F. IRON ROD FOUND Z - - - - - � - - - - - - -q SET IRON ROD 4Q� _ r"t_ _ _ SIR, CUT X IN CONCRETE OZ 1W a� \\ (n 'T�' sz-.,i a-n ss=,-- -„_,. ,� v= = s - - } --- --- -- ---- - - --- - -- --Y-4�- -- --- U Z Q1 ---- ------------� /- -- --- ------A n ., _„ .,.. _ ., ,> ss ss n _ F. FENCE CORNER POST ZwcvO � v� c EX. ASPHALT J @U 0 20 40 / // / � �Mi CUT - 0 TELEPHONE MANHOLE W ry N w POWER POLE Lim W Ozw S z z1n .7 a � 1.1 �� - -- - -- - - -- -- ° -- - -- - ---- - -- - % / o _ N�c LIGHT POLE W C7.a3 0 s LLB w 3 _�� WATER VALVE/ A 'V° �✓. � �t� � d'N�3 STA 1+03 LINE "SD-21" STA O+GO LINE "LAT-1"= \ \ / ��c OS5'MH ❑t m I i a SANITARY SEWER MANHOLE Z 2't N PROP 5' CURB INLET �s " w STA G+28 LINE SD 2' 9 / I _ -s STA 0+00 LINE LAT-1-1' - p1 // / TOP-615.72 i / _ STA 0+00 LINE "LAT 1 INSTALL ,,/ FIRE HYDRANT N 1p 1-18'X12"TALL IF c// / -- i-TX12"X45 WYE -- -. ---- _ -- - i x❑ INS V i - -12" FL 61013 i/ /�. --_-__-_ WM WATER METER Wp0' TEE, '// \. �� VI I I ti II / �" / a t1 QmN 18' FL-609.28 = /; / / G T STA 0+92 LINE "LA i-1" a� \ TG TOP OF CURB 1 1.1 s I 12" fL 609.53 / INSTALL W ly �/\ / / .�� i LLJ 1-6' CLEANOUT /• /'� G GUTTER EL STA 0+31 LINE 'SD-1 .� 7 {' ��I ( ,12 FL 610.45 -''M� /I / -STA 0+00 LINE "SD 2" / Jd •-` -� G IY' / � � 1 rp TOP OF PAVEMEN' / 103 LF 18" HDPE ._/ =STA 0+00 LINE "5D 3' / CONTRACTOR SHALL / G 4 ( , /; 1 PIPE ® 1-00% _ STA 1+08 LINE LAT-4" ^� FG FINISHED GRADE INST ALL: I CONNECT ROOF - 9 / �� / 124 I / r INSTALL. _' ✓ 1-5'X5' JUNCTION BOX DRAINS TO PROP a TOP=616 77 r Jr 92 LF 7T HDPE - STORM SYSTEM. 1 2'X2' GRATE INLET -, r ,/ Tw TOP OF WALL / / I PIPE ©1.00% EF.E=619.50 TOP=618.66 36" FL(OU T)=606.87 /a ' STA 0+69 LINE "LAT-1" 18" FL=614.Ofi �'// 8W 78" FL(IN N) 09 00 //! I o INSTALL o, 7 BOTTOM OF WALL ( 18" FL(IN S)-606.17 "/r / 1-12"X45'BEND �/ / / / / j TR TOP OF RAMP ( 36" FL(IN)=606 97 // / ���-_ 12" FL=61Q22 STA 0+69 LINE"LAT-4" o // - ,✓ -- _ 15 LF 12" HDPE, -"� INSTALL: r / SR BOTTOM OF RAMP �. + 108 LF 18 HDPE STA 0+00 LINE "SD-i" / / / I PIPE 0 1.00%. STA 0+64 LINE "LAT-1" 1-18"X45'BEND PIPE s 2.00% / <7 / %/� - /- INSTALL 18" FL=613.28 ✓✓ ,�. ---xxx--- EXISTING CON70UR5 CONNECT TO :�X 36" RCP -o I I; p REMOVE: o L I STA 0+G9 LINE LAT-1-1' 1-12"X45'BEND �/ _y\/ I INSTALL: STA 0+60 LINE "LAT-4" I // PROPOSED CONTOURS 1 4'X4' Y" INLET - / °'V L INSTALL: / �' J', / _ Ire 1-12"X45'BEND ; 12" FL-610.17 INSTALL: X1 / / _ X \ 1 CONCRETE COLLAR / / h� 12" FL=61022 1-i8 X2250'BEND �/ ------ HIGH POINT (n 31 LF 36 RCP A._ �n„ !/ / EX 36" FL-605.7t X\ ,� -K / •"!G / Q Q ;T PIPE 377% _ ( // zw X / 18" R-613.10 h / TILITY CROSSING:i�U/ / STA 0+15 LINE "LAT-1-1" l /�'"� ," n•y\ ) / 1.11 6" SS FL 610 22 ( \ - INSTALL: - 18" HDPE IL 607,33 �� ��. / 1 s" CLEANOUr %/ 44 / . ,� ,/ / 4 -� - BENCHMARK w r FL 6,o.2s l �� �'- RK INFORMATION w O E.w a �: / TBM #1 ELEV= 621.05 Q �jJ Q Y 99 F 18 HD PE / 154 LF 36 RCP / / " / 4' A / "J Z PIPE @ 1.00% _ PIPE 3.57% --� r /,� � ywT ✓ '` l o / („)�' / rrr _ �� M / TWA -z �{� X 'SQUARE" CUT FOUND IN NORTHWEST CORNER OF SIDEWALK �r C'O \ STA 0+72 LINE "SD-3 /9 >� r/ X /7, _ APPROX.MATELY 25 LF SOUTH AND S LF EAST OF THE NORTHEAST ( \ STA 0+00 LINE "LAT-2 / I STA t+00 LINE 'LDAT13' �� STA CONNECT O E SD i' �/ / -/ ,� PROPERTY CORNER. ()M () Y r - /_ 4/ vvv��� ILL REMOVE: \ INSTALL /` / \\ - '[\ CONNECT TO EX 3o RCP 4' of �- i 18 X12' TEE /w r STA ; 36"X18"X45 TWYE \\\� \\ r I-CONCRETE HEAD'NALL / f//// �� /1 --v - �W�� 2" BRAS MOON FOUNDEAP OXIMAT LYC132 LF WEST AND 44 Lr m�CV O Q /// f- NSTALL t 8" FL 607 69 / 1 CONCRETE COLLAR // a W/\ W 12" EL 607 04,, r / G- 7 •, d - - /„ r, / � 1-18" RCP TO IIDPC ADAP IER -,(, - Fes' STA 0+99 LINE SD 3 / / 2g LF 12" HDP° �f /� / 36" FL 610.85 T / �EX '6' FL 612 48 ✓ / PROP 5' CURB NLET r` 18 FL=611.60 A / 8 '�/ a � �/ Q TOP=615.36 PIPE 1.00% o/l • h •• STA 1+47 LINE "SD 1' / �� / )- 0+00 18 FL=60Z96 / r/r / A� C •���� rX��, - 44 __ ��� ST36" IB"XLTOEHDPE ADAPTER( L City"I AT � Benchmark / STA 0+28 LINE LAT-2-i � - M1 \ r ! ®J� �� \ / VA \ Monument N.,5 Cannon Ele-tor School Or / INSTALL: rK 3-6 FL 611.15 �X 4 / / ( Y ) 7 - \ Date 83 TEXAS STATE Date Recovered. October 2CENTRAL E 1 72" PLUG _ 8 L 6 9 \ T f 7/ / i n_ o // �/ �, v �t� r J!l l 12 FL 608.67 46 LF 18 HOPE Qa ,� l YAC00 DI ERAS ST TE PLANE COORDINATES, NORTH GEN TRAL ZONE 'A �-� - I-� ��_ _ � / / ��_ I/ HATE A 7026508.347 / / PIPE i.00% - e- it l /4 / Q l --- ---�-mil r l _ / X X COORDINATE 24013'Q229 0 83 LF 2" HDPE 4 / PIPE 1 109 / SIA 0+1a LINE "LAT-2-1" d X /S / , / - l DESCRIPTIONS. INSTALL: fN.(X l� /? d `I / ��✓ 8' ALUMINUM ROD WITH CAP SET 0.5' BELOW ACCESS COVER. ACCESS COVER STA 0-45 LINE LAT 2"= //,� 1 12"X22.50'BEND / I / 4 IS STAMPED, "CITY OF GRAPEVINE, MON. 5". MONUMENT IS LOCATED AT THE / STA 0+46 LINE "LAT-3" (jam /a' / GOING STA 0+00 LINE LAT 2 1 /) 12" FL 608.53 PROP 5 CURB INLET 'Tf /V l� 1 ENTRANCE TO THE CANNON ELEMENTARY SCHOOL PARKING LOT APPROXIMATELY a MON 12 FLIN608YE STA0 09 BEND TOP-E16 96 / / 4 II I 250 FEET NORTH OF THE INTERSECTION OF WEST COLLEGE ST. AND Z i 12'X1L X45 WlE STA 0+09 LIMc "LAT-2-I" PEBBLEBROOK RD. INSTALL: 18' FL=611.60 / Z r� STA-. 0+52 LINE -LAT 2' 12" FL=608.48 FTFE=618.00 / 1 / 'C a ITALL: II II J - i 12"X45'BEND Q BEND _ 12 FL 6C8.46 STA 0+57 LINE "LAT-2" �/ •'� II�� / 1 1 1 INSTALL // / d\, �\ 1 \ O STA 0-83 LINT "LAT-2 1-12"X22.50'BEND INSTALL: 12" FL=608.51 / a A 1 \ 1-12" -= C014TRAC.TOR SHALL i _ 12" FL-608.77 _ - C T4 TBM22 BRASS MON+, CONNECT ROOF z=t4.az DRAINS TO PROP STORM SYSTEM. Know whans below. --- --I �U i V 2 d �c UTILITY.% .�'��� etoreyoadlg. T \ __ TE 1 r F CASE NAME 2301 W-15 V y/ / o s l �/ CASE ION:NU.B,R: CWES 1s LocnnoN: zaol wEsrcnrE PLAZA ���.,� \ \ l / DI{G TESS RA IC 1C B00 SHALL 344C F33VICA DATE:MAYOR SECRETARY °'�L `"� / � � MINIMUM CIF 48 HOURS PRIOR TO T'riE - wr COMMENCEMENT OF ANY P-ANNING AND ZONING COMMISSION / gRlge/f CyYY > CONSTRUCTION ACTIVI-IES ��� L V f l� I /t, _ *�p1..........+qs�l� CHAIRMAN DRAWN:JAA R. ����� +• ;i � .. DATE: o �4 ,. ,,,,� DATE:04/16/2019 C n �� % STEVEN R HOMEYER ✓6 /••••1••••••••••••••••• S 1 SHEET: 16 OF 16 0j P 86942 f��'\�'`f HES#: 19-0104 CCNS�;� \` i. "`i� gPPDVAL DOES NOT AU THORI]E ANY WORK ,��apq�EN£> X +{f�A IN CONFLICT WITH ANY CODES OR GRDINPNCES. SHEET NO: Lv , ,k DEPARTMENT OF DEVELOPMENT SERVICES ` C 7