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Home My WebLink AboutCU2024-56 DZ24-10/ CU24-56 2nd Review Memo Email a PDF of the revised plans by January 3, 2025 at 12:00 p.m. to emarohnic@grapevinetexas.gov/atriplett@grapveinetexas.gov/nlgale@grapevinetexas.gov. Verify that all text is legible on an 11”x 17” sheet. Do not reproduce final copies requested below prior to Planning Staff approval. PROJECT DESCRIPTION: Z24-10/ CU24-56; Shammy’s Car Wash – submitted by Triangle Engineering for property located at 3721 Ira E Woods Avenue, platted as Block 1, Lot 2RA, Riverwoods Addition. The applicant is requesting to rezone 1.488 acres from “PO”, Professional Office District to “CC”, Community Commercial District. The applicant is also requesting a conditional use permit to develop a drive-through, automatic car wash. The property is zoned ““PO”, Professional Office District and is owned by River Woods Lot 2 Owner, LLC. PLANNING SERVICES Zoning Exhibit – Sheet # 1 (ZE) •Revise case number in signature block to Z24-10 All sheets except for Zoning Exhibit •Revise case number in signature block to CU24-56/ Z24-10 Landscape Plan – Sheet # L.1 NOTE: Light fixtures excluding accent lighting of architectural building features and lighting of public art or public monuments shall be mounted no higher than the highest point of the primary structure on the property. In no case shall light poles be greater than 30 feet in height. •Revise the landscape data summary table with the following: (Note. The proposed total open space added to the total impervious area should equal 100% of the lot – 63,057 SF- the figures currently equal 71,145 SF) ▪Required column: •Total Impervious space: 80% max. = 50,445 SF ▪Proposed column: •Impervious Area: Area of sidewalk, Pavement etc = 33,543 SF •Total Open Space = 23,619 SF •Total Impervious = 39,438 SF CU24-56/ Z24-10 DECEMBER 11, 2024 SHAMMY’S CARWASH 3721 IRA E WOODS AVENUE BLOCK 1, LOT 2RA, RIVERWOODS ADDITION Z24-10/ CU24-56 2nd Review Memo Building Elevations – Sheet # A1 & A2 •Revise case number in signature and title blocks on both Elevation sheets. Truck Turning Template – Sheet # 11 •Revise case number in signature block to CU24-56/Z24-10 Photometric Plan – Sheet # E-1.0 •Revise case number in signature and title blocks on both Elevation sheets. •Revise title of sheet in title block to “Photometric Plan”. PUBLIC WORKS Contact Paul Lee - Civil Engineer, Elizabeth Reynold EIT or Cristin Turner (Platting) – Civil Engineer at 817.410.3000 for the following comments: Additional comments regarding the submitted TIA will be issued early next week. •Backflow preventor required at the street for the Fire Line •Remove existing temporary inlet at the northeast corner of the site and ie to the existing storm drain. •Do not surface discharge drainage to the south. Tie to Strom Drain •Follow traffic study guidelines o Traffic out to 2027 o Maximum traffic numbers concerns o Peak hour stacking 29 vehicles? o Projection questions ____________________________________________________________________ Z24-10/ CU24-56 2nd Review Memo Email a PDF of the revised final plans by January 3, 2025 at 12:00 p.m. to emarohnic@grapevinetexas.gov/atriplett@grapveinetexas.gov/nlgale@grapevinetexas.gov. Verify that all text is legible on an 11”x 17” sheet. Do not reproduce final copies requested below prior to Planning Staff approval. Please direct all questions to Erica Marohnic at (8l7) 410-3155, Natasha Gale at (817) 410-3154 or Albert Triplett at (817) 410-3151. AFFIDAVIT OF PUBLICATION Account #Order Number Identification Order PO Amount Cols Depth 36004 624213 Print Legal Ad-IPL02106160 - IPL0210616 $96.64 2 28 L tbrooks@grapevinetexas.gov Suzanne LeAttention: Lindsay Carey 200 S. Main St. Grapevine, Texas 76051 THE STATE OF TEXAS COUNTY OF TARRANT Before me, a Notary Public in and for said County and State, this day personally appeared Mary Castro, Bid and Legal Coordinator for the Star- Telegram, published by the Star-Telegram, Inc. at Fort Worth, in Tarrant County, Texas; and who, after being duly sworn, did depose and say that the attached clipping of an advertisement was published in the above named paper on the listed dates: 1 insertion(s) published on: 01/05/25 Sworn to and subscribed before me this 6th day of January in the year of 2025 Notary Public in and for the state of Texas, residing in Dallas County Extra charge for lost or duplicate affidavits. Legal document please do not destroy! SH 26/P O O L RD AD D N 37931D CVS AD D O F GRAPE V I N E 9078D RIVERW O O D S 34665D RIVERW O O D S 34665D 2 . 9 1 @ 1.4331 AC 2.107 @ 6.91 @ 2 . 9 1 @ .716 @ 1.263 @ 1 1 1 1 1 (HW Y 2 6 ) T R 4 A 3 A TR 4A3A 1A TRACT 4R TRACT 4R 4R1A1 6 7 2RA 1RA 4R1A21RA 3RA 1RA KRISPY KREME ADDN 22924 1.671 @ 1A 2RA .272 ACTR 5B5 1R1A 1 DOIL 10046 TR 6 LONGW O O D ESTATE S AT ROS S DOWNS 24255 1A 12 3RA HC PO PO CC Z24-10/ CU24-56; Shammy’s Car Wash 3721 Ira E Woods Avenue 0 90 180 270 360 Feet ² Date Prepared: 1/6/2025 This data has been compiled by the City of Grapevine IT/GIS department. Various official and unofficial sources were 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. SUBJECT PROPERTY EIP HEALTHCARE PROPERTY GRAPEVINE LLC 8400 E CRESCENT PKWY STE 160 GREENWOOD VILLAGE, CO 80111 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 GRAY LADY LLC 2260 POOL RD GRAPEVINE, TX 76051 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 INSPIRED SENIOR LIVING OF GRAPEVINE DST 7047 E GREENWAY PKWY SUITE 300 SCOTTSDALE, AZ 85254 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 NAMY PROPERTIES LLC PO BOX 627 COLLEYVILLE, TX 76034 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 POOL ROAD GRAPEVINE TX LP 1 CVS DR WOONSOCKET, RI 02895 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 REGIONAL RAIL ROW CO PO BOX 660163 DALLAS, TX 75266 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 RIVER WOODS LOT 2 OWNER LLC 350 S NOLEN DR SOUTHLAKE, TX 76092 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 ROBERT J MCCORMICK 2220 POOL RD STE 100 GRAPEVINE, TX 76051 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 WINTERFELL SOUTH COLLEYVINE RANCH TX OWNER L LC 399 PARK AVE NEW YORK, NY 10022 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 Z24_10_010625_105751AM Labels - Label Count: 9 | Total Record Count 9 Page 1 FILE #Z24-10/ CU24-56 SHAMMY’S CAR WASH NOTICE OF PUBLIC HEARING GRAPEVINE CITY COUNCIL AND PLANNING AND ZONING COMMISSION Because you are a property owner within 200 feet of the subject tract of land as shown by the last City-approved tax rolls, you received this notice. If you cannot or do not wish to attend the hearing, the attached form is provided for your convenience. If owners of more than 20% of the property within 200 feet of the subject tract object to the case, a 3/4 vote of the City Council is required to approve the request. Case Number/Name: Z24-10/ CU24-56; Shammy’s Car Wash Applicant: Kevin Patel, Triangle Engineering Location: 3721 Ira E. Woods Avenue Current Zoning: “PO”, Professional Office District Proposed Zoning: “CC”, Community Commercial District Purpose of Request: The public hearing is to consider an application submitted by Triangle Engineering for property located at 3721 Ira E Woods Avenue, platted as Block 1, Lot 2RA, Riverwoods Addition. The applicant is requesting to rezone 1.448 acres from “PO”, Professional Office District to “CC”, Community Commercial District. The applicant is also requesting a conditional use permit to develop a drive-through, automatic car wash. The property is zoned “PO”, Professional Office District and is owned by River Woods Lot 2 Owner, LLC. A copy of the site plan is on file with the Department of Planning Services or online with the City Council packets at https://grapevinetexas.gov/89/Agendas-Minutes 72 hours prior to the meeting. Hearing Procedure: When: 7:30 PM, TUESDAY, JANUARY 21, 2025 What: JOINT PUBLIC HEARING GRAPEVINE CITY COUNCIL & PLANNING AND ZONING COMMISSION Location: PUBLIC HEARING: COUNCIL CHAMBERS, 2nd FLOOR COMMISSION'S DELIBERATION SESSION, 2nd FLOOR 200 S. MAIN STREET, GRAPEVINE, TEXAS Applicant and Other Speakers' Presentation. Public Input, Neighborhood Associations, Property Owners within 200 feet, Interested Citizenry. Questions from City Council and Planning and Zoning Commission for Applicants, City Staff and Guests Present. FILE #Z24-10/ CU24-56 SHAMMY’S CAR WASH WRITTEN COMMENTS MUST BE RECEIVED BY THIS OFFICE NO LATER THAN 5 PM ON MONDAY, JANUARY 20, 2025. Procedure to Respond: As (a Property Owner within 200 feet of the subject tract) or (an interested citizen), I (approve) (protest) and/or (have the following comments) ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ______________________________________________________________________ Printed Property Owner Name and Address, or Lot, Block and Subdivision: ________________________________________________________________________ ________________________________________________________________________ Signature :______________________________________(Phone No.)________________ Printed Name of Signee: ______________________________ Title: _________________ Direct questions, mail, and email responses to: Telephone: (817) 410-3155 Email: planning@grapevinetexas.gov Planning and Zoning Commission Department of Planning Services City of Grapevine 200 S. Main Street Grapevine, TX 76051 1 Natasha Gale From: Sent:Monday, January 20, 2025 1:49 PM To:Planning Services Subject:Shammy’s *** EXTERNAL EMAIL COMMUNICATION - PLEASE USE CAUTION BEFORE CLICKING LINKS AND/OR OPENING ATTACHMENTS *** Good Afternoon! I am a resident of Grapevibe and support the Shammy’s Car Wash zoning case at Pool and 26! They are a fantastic company! 1 Lindsay Flores From:Scott Hardeman < > Sent:Monday, January 20, 2025 4:06 PM To:Planning Services Subject:Whammy’s Car Wash *** EXTERNAL EMAIL COMMUNICATION - PLEASE USE CAUTION BEFORE CLICKING LINKS AND/OR OPENING ATTACHMENTS *** I am Scott Hardeman and I am in favor of Shammy’s Car Wash coming to Grapevine. Thank you… LOT 2-RA, BLOCK 1 RIVERWOODS ADDITI O N INST. NO. D214207165 P.R.T.C.T. D D LOT 1-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO EIP HEALTHCARE PROPERTY GRAPEVINE, LLC INST. No. D216253160 O.P.R.T.C.T. IRA E WOODS AVENU E LOT 1, BLOCK 1 CVS ADDITION OF GRAPEVINE CAB. A, SLD. 7291, P.R.T.C.T. EXISTING ZONING: HC D 574 574 57 4 5 7 4 574 5 7 4 574 5 7 4 5 7 4 5 7 2 574 57 6 LOT 3R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC J. TILLER SERVICES, INC. VOL. 6734, PG. 2070 D.R.T.C.T. 575 57 4 575 57 3 573 574 57 4 57 5 573 5 7 4 574 57 5 LOT 4R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC LOT 3-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO INSPIRED SENIOR LIVING OF GRAPEVINE DST. INST. NO. D222287829 O.P.R.T.C.T. EXISTING ZONING: "PO", P R O F E S S I O N A L O F F I C E D I S T R I C T PROPOSED ZONING: "C C " , C O M M U N I T Y C O M M E R C I A L D I S T R I C T EXISTING F I R E LANE EASE M E N T SITE VICINITY MAP N.T.S. N TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management Z24-10 SHAMMY'S CAR WASH 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS LOT 2-RA, BLOCK 1, RIVERWOODS ADDITION DATE OF PREPARATION: JANUARY 06, 2025 Existing Zone: "PO" Professional Office District Proposed Zone: "CC" Community Commercial District J. GIBSON SURVEY, AB. No. 131 1.448 ACRES OR 63,057 SQ. FT. Scale: 1" = 'Feet 0 30 60 ZE ZONING EXHIBIT CASE NAME:SHAMMY'S CARWASH CASE NUMBER:Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:1 OF 1 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT PROJECT CONTACT LIST ENGINEER TRIANGLE ENGINEERING LLC 1782 W. McDERMOTT DRIVE ALLEN, TEXAS 75013 CONTACT: KARTAVYA PATEL, P.E. PHONE: 469-331-8566 OWNER/DEVELOPER HCISOUTHWEST 2727 LBJ FREEWAY, SUITE 815 DALLAS, TEXAS 75234 CONTACT: JON YOUNG PHONE: 817-350-4332 SURVEYOR TRAVERSE LAND SURVEYING 14200 MIDWAY ROAD, SUITE 130 DALLAS, TEXAS 75244 CONTACT: DAVID F. McCULLAH, R.P.L.S. PHONE: 469-784-9321 ARCHITECT KLINE HARDIN 701 CANYON DRIVE, SUITE 110 COPPELL, TEXAS 75019 CONTACT: JIM HARDIN PHONE: 972-331-5699 THE PURPOSE OF Z24-10 IS TO REZONE 1.488 ACRES FROM "PO", PROFESSIONAL OFFICE DISTRICT TO "CC", COMMUNITY COMMERCIAL DISTRICT TO DEVELOP A DRIVE-THROUGH, AUTOMATIC CAR WASH. FLOOD PLAIN NOTE A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON LIES WITHIN THE 500 YEAR FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP NUMBER 48439C0095K, PANEL 95 OF 495, DATED SEPTEMBER 25, 2009. THE SUBJECT PROPERTY LIES WITHIN THE ZONE "X" UNSHADED (DETERMINED TO BE OUTSIDE THE 0.20% ANNUAL CHANCE FLOODPLAIN) FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS. LEGAL DESCRIPTION BEING a 1.448 acre tract of land situated in the J.N. Gibson Survey, Abstract Number 131, being all of Lot 2-RA, Block 1 of Riverwoods AddiƟon, an addiƟon to the City of Grapevine, as recorded in Instrument Number D214207165, Plat Records, Tarrant County, Texas and being more parƟcularly described as follows: BEGINNING at a 1/2 inch rebar capped “RPLS 5665” found for the southeast corner of said Lot 2-RA, same being the northeast corner of Lot 3-RA, Block 1 of Riverwoods Addition, an addition to the City of Grapevine, as recorded in Instrument Number D214207165, Official Public Records, Tarrant County, Texas; THENCE South 74 degrees 03 minutes 39 seconds West, with the north line of said Lot 3-RA, a distance of 160.21 feet to a 1/2 inch rebar capped “RPLS 5665” found for corner; THENCE North 15 degrees 56 minutes 21 seconds West, with an east line of said Lot 3-RA, a distance of 11.49 feet and being the beginning of a curve to the left with a radius of 120.00 feet, a central angle of 22 degrees 52 minutes 09 seconds and a chord bearing and distance of North 27 degrees 22 minutes 24 seconds West, a distance of 47.58 feet; THENCE with said curve to the left, with an east line of said Lot 3-RA, an arc length of 47.90 feet to a 1/2 inch rebar capped “RPLS 5665” found for corner; THENCE North 38 degrees 48 minutes 26 seconds West, with a northeast line of said Lot 3-RA, a distance of 145.33 feet to a 1/2 inch rebar capped “RPLS 5665” found for corner and being the beginning of a curve to the right with a radius of 105.00 feet, a central angle of 25 degrees 51 minutes 57 seconds and a chord bearing and distance of North 25 degrees 52 minutes 32 seconds West, a distance of 47.00 feet; THENCE with said curve to the right, with an east line of said Lot 3-RA, an arc length of 47.40 feet to an “X” cut set for corner; THENCE North 12 degrees 56 minutes 37 seconds West, a distance of 26.71 feet to a 5/8 inch rebar capped “TRAVERSE LS PROP COR” set for corner and being the beginning of a curve to the left with a radius of 157.50 feet, a central angle of 06 degrees 44 minutes 04 seconds and a chord bearing and distance of North 16 degrees 18 minutes 37 seconds West, a distance of 18.50 feet; THENCE with said curve to the left, an arc length of 18.51 feet to a 1/2 inch rebar capped “RPLS 5665” found for corner, said corner lying on the south right-of-way line of Ira Woods Avenue (State Highway No. 26 (Variable Width right-of-way); THENCE North 65 degrees 40 minutes 30 seconds East, with the south right-of-way line of said Ira E Woods Avenue, a distance of 16.94 feet to a 1/2 inch rebar capped “RPLS 5665” found for corner; THENCE North 61 degrees 18 minutes 33 seconds East with the south line of said Ira E Woods Avenue, a distance of 201.76 feet to a 1/2 inch rebar capped “RPLS 5665” found for corner; THENCE North 64 degrees 33 minutes 53 seconds East with the southeast line of said Ira E Woods Avenue, a distance of 19.68 feet to a 1/2 inch rebar capped “RPLS 5665” found for corner; THENCE South 15 degrees 56 minutes 21 seconds East, departing the south right-of-way line of said Ira E Woods Avenue, a distance of 333.75 feet to THE POINT OF BEGINNING and containing 1.448 acres or 63,057 square feet of land, more or less. D D LOT 1-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO EIP HEALTHCARE PROPERTY GRAPEVINE, LLC INST. No. D216253160 O.P.R.T.C.T. IRA E WOOD S A V E N U E LOT 1, BLOCK 1 CVS ADDITION OF GRAPEVINE CAB. A, SLD. 7291, P.R.T.C.T. EXISTING ZONING: HC D D LOT 3R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC J. TILLER SERVICES, INC. VOL. 6734, PG. 2070 D.R.T.C.T. P O O L R O A D LOT 4R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC LOT 3-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO INSPIRED SENIOR LIVING OF GRAPEVINE DST. INST. NO. D222287829 O.P.R.T.C.T. 10.5' 39.3' 1 5 0 ' 8' 20' 20' 1 2 . 5 ' R20' R20' 12' 1 6 ' 16' 16' 12.5'1 8 ' 16' 1 6 ' 25' B.S. & L.S. 2 0 ' B . S . & L . S . 2 3 . 7 ' 2 4 . 3 ' E X I S T I N G F I R E L A N E P R O P O S E D C A N O P I E S 6 ' x 9 ' - 3 " 19' EXISTING DRIVEWAY EXISTING DRIVEWAY S H A M M Y ' S C A R W A S H 5 , 8 9 5 S . F . ( 1 - S T O R Y 3 4 ' - 6 " ) F F E = 5 7 5 . 7 0 I D 10' WATE R EASEME N T ENTRANC E O N L Y EXIT ONLY VACUUM V A C U U M E X I T O N L Y VACUUM R10' R 2 6 ' R 1 0 ' R10 ' R 1 0 ' R10 ' R 1 0 ' R1 0 ' R 2 ' 7' 6' CO R20' 12' 1 5 ' LOT 2-RA , B L O C K 1 (63,057 S F O R 1 . 4 4 8 A C ) RIVERWO O D S ADDITION 9 4 . 6 ' 5 6 . 1 ' 22.4' 19.2' 2 1 ' M E D I A N O P E N I N G 41.1' EXISTING DR I V E W A Y 20 ' B . S . & L . S . 25' B.S. & L . S . 10.7'12.5'10.8' R2 6 ' 261.6' TO PO O L R O A D 760' TO LONG W O O D D R I V E 182' STORAG E 162' TRANSI T I O N ESCAPE LANE 4 6 . 1 ' ( V . T . ) 4 7 . 1 ' ( V . T . ) 28.4' 7.4' LS LS LS LS LS LS LS LS LS LS LS LS LS LS CO CO CO CO CO CO 11 9 ' 11 6 WHEEL STOPS R1 0 ' PROPOSED 5' WIDE CONCRETE SIDEWALKPROPOSED ADA RAMP PROPOSED ADA RAMP 2 ' 12.5'1 8 ' 8 VACUUM B A Y S FDC PROPOS E D M O N U M E N T SIGN (10 ' W I D E ) 1 6 5 ' R . O . W . 1 3 7 ' R . O . W . FDC-WA L L MOUNTE D EXISTING MONUMENT SIGN 25.3' 6' 1 0 ' 2 3 5 . 1 ' 8 9 ' 3 3 . 4 ' R1 0 ' R10' R2'12' 9 ' 9 ' 24' P R O P O S E D C A N O P I E S 8 ' x 1 2 ' - 6 " ( T Y P ) PROPOSED DUMPSTER ENCLOSURE WITH 6' TALL MASONRY SCREENING WALL AND METAL GATES EXIST. FIRE HYDRANT EXISTING FIRE HYDRANT 273.6' PROPOSED POS SYSTEM (TYP) V A C U U M B A Y S V A C U U M B A Y S HANDICA P PARKING SIGN "DO NOT ENTER" SIGN PROPOS E D C A N O P I E S 8' x 12'-6 " ( T Y P ) R5' PROP. C A N O P I E S 8' x 12'-6 " ( T Y P ) SITE LEGEND CONCRETE CURB SAW-CUT LINE MONUMENT/PYLON SIGN WHEEL STOPS HANDICAP SIGN HANDICAP LOGO STRIPING BOLLARD FENCE FIRE HYDRANT RAMP FIRE LANE PARKING SPACES TRAFFIC ARROW DUMPSTER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT GREASE TRAP DOMESTIC WATER METER IRRIGATION METER GAS METER TRANSFORMER LIGHT POLE POWER POLE X TRAVERSE SURVEYING EXISTING LEGEND EXISTING LEGEND SITE VICINITY MAP N.T.S. N Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management CU24-56/Z24-10 SHAMMY'S CAR WASH 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS LOT 2-RA, BLOCK 1, RIVERWOODS ADDITION DATE OF PREPARATION: JANUARY 06, 2025 Existing Zone: "PO" Professional Office District Proposed Zone: "CC" Community Commercial District J. GIBSON SURVEY, AB. No. 131 1.448 ACRES OR 63,057 SQ. FT. Scale: 1" = 'Feet 0 40 80 1 DIMENSION CONTROL SITE PLAN CASE NAME:SHAMMY'S CARWASH CASE NUMBER:CU24-56/Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT ID D I WATER METER & SANITARY SEWER SCHEDULE TYPE SIZE NO. DOMESTIC 2"1 IRRIGATION 1"1 SANITARY SEWER 4" & 6" THE PURPOSE OF CU24-56/Z24-10 IS TO REZONE 1.488 ACRES FROM "PO", PROFESSIONAL OFFICE DISTRICT TO "CC", COMMUNITY COMMERCIAL DISTRICT TO DEVELOP A DRIVE-THROUGH, AUTOMATIC CARWASH. FLOOD PLAIN NOTE A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON LIES WITHIN THE 500 YEAR FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP NUMBER 48439C0095K, PANEL 95 OF 495, DATED SEPTEMBER 25, 2009. THE SUBJECT PROPERTY LIES WITHIN THE ZONE "X" UNSHADED (DETERMINED TO BE OUTSIDE THE 0.20% ANNUAL CHANCE FLOODPLAIN) FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS. OVERALL SITE PLAN NOTES 1.REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 2.MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING AIR CONDITIONING UNITS, SHALL BE DESIGNED, INSTALLED, AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTY. ALL SUCH EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 3.OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 4.THE MASONRY REQUIREMENTS OF SECTION 54 OF THE ZONING ORDINANCE SHALL BE MET. 5.ILLUMINATED SIGNAGE WAS INCLUDED IN THE DETERMINATION OF THE SITE ILLUMINATION LEVELS. 6.OUTDOOR LIGHTING SHALL COMPLY WITH ILLUMINATION STANDARDS WITHIN SECTION 55 OF THE ZONING ORDINANCE UNLESS SPECIFICALLY EXPECTED. 7.PROPOSED GROUND SIGNAGE SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION 60 OF THE ZONING ORDINANCE AND IS CONTINGENT UPON APPROVAL OF A SEPARATE BUILDING PERMIT WITH BUILDING SERVICES. 8.ALL ONSITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 9.USES SHALL CONFORM IN OPERATION, LOCATION AND CONSTRUCTION TO THE FOLLOWING PERFORMANCE STANDARDS IN SECTION 55 OF THE ZONING ORDINANCE: NOISE, SMOKE AND PARTICULATE MATTER, ODORUS MATTER, FIRE OR EXPLOSIVE HAZARD MATERIAL, TOXIC AND NOXIOUS MATTER, VIBRATION, AND/OR OTHER PERFORMANCE STANDARDS. 10.ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. Site Plan Data Summary Table ITEM REQUIRED PROPOSED GENERAL SITE DATA LAND USE (from Zoning Ordinance)CAR WASH TOTAL LOT AREA (square feet and acres)30,000 / 0.69 Min.63,057 / 1.448 First Floor - Building Footprint Area (square feet)37,836 s.f. Max.5,895 s.f. Total Building Area (square feet)37,836 s.f. Max.5,895 s.f. Building Height (feet / # stories)50' Max.34'-6" Floor Area Ratio (ratio x.xx.1)0.60 Max.0.09.3 Total Impervious Surface Area 50,445 s.s. 79.9%39,438 s.f. (61.1%) PARKING Parking Ratio (from Zoning Ordinance)20 or 1 PER 2,000 S.F. IMPERVIOUS AREA 36 or 1 PER 1,070 S.F. IMPERVIOUS AREA Accessible Parking (# of spaces)2 2 THIS BUILDING CONTAINS A DRIVE-THROUGH TUNNEL, MECHANICAL EQUIPMENT ROOM, OFFICE SPACE, A BREAK ROOM AND TWO RESTROOMS. DECIBEL LEVEL BLOWERS - NORTH FACING - 15 HP - WITH VFD SOURCE: 72dB PROPERTY LINE: 32.9dB 1,000 FEET: 12dB VACUUMS - OMNI - 25 HP - WITH VFD SOURCE: 72dB PROPERTY LINE: 24.2dB 1,000 FEET: 12dB VACUUMS - OMNI - 25 HP - WITH VFD (NORTH ROW) SOURCE: 72dB PROPERTY LINE: 41.6dB 1,000 FEET: 12dB HOURS OF OPERATION: MONDAY-SUNDAY: 7:30 AM - 7:00 PM 575 575 LOT 4R B L O C K 1 SH 26/P O O L R O A D A D D I T I O N CAB. A, S L D . 8 7 8 0 , P.R.T.C . T . LOT 3-R A , B L O C K 1 RIVERW O O D S A D D I T I O N INST.NO. D21 4 2 0 7 1 6 5 , O.P.R.T. C . T . LOT 1-R A , B L O C K 1 RIVERW O O D S A D D I T I O N INST.NO. D21 4 2 0 7 1 6 5 , O.P.R.T. C . T . IRA W O O D S A V E N U E LOT 1, B L O C K 1 CVS AD D I T I O N O F G R A P E V I N E CAB. A, S L D . 7 2 9 1 , P.R.T.C . T . LOT 3R B L O C K 1 SH 26/P O O L R O A D A D D I T I O N CAB. A, S L D . 8 7 8 0 , P.R.T.C . T . 1 5 0 ' 8' 20' 20' 1 2 . 5 ' 12.5' 1 8 ' 25' B.S. & L . S . 2 0 ' B . S . & L . S . 2 3 . 7 ' E X I S T I N G F I R E L A N E P R O P O S E D C A N O P I E S 6 ' x 9 ' - 3 " S H A M M Y ' S C A R W A S H 5 , 8 9 5 S . F . ( 1 - S T O R Y 3 4 ' - 6 " ) F F E = 5 7 5 . 7 0 I D 10' W A T E R EASE M E N T MATCH L I N E A - A MATCH L I N E A - A 575 5 7 4 575 57 4 ENTR A N C E O N L Y EXIT ONLY VACU U M V A C U U M E X I T O N L Y VACU U M 574 5 7 4 5 7 5 575 574 2' WIDE C U R B C U T WITH RI P - R A P P A D VARIAB L E H E I G H T C U R B WITH RE T A I N I N G W A L L 7' 574 57 5 57 5 5 7 5 57 5 57 5 CO 2 0 ' B . S . & L . S . 25' B . S . & L . S . ESCA P E LANE 7.4' LS LS LS 2' WIDE C U R B C U T WITH RI P - R A P P A D CO CO CO CO CO CO 11 9 ' 11 6 2" WTR PROPO S E D U N D E R G R O U N D R E C L A I M WATER S E P A R A T O R T A N K S & S A M P L E W E L L (REFER T O M E P P L A N S F O R D E T A I L S AND SP E C I F I C A T I O N S ) 6 " S . S . ( P R I V A T E ) WHEE L STOP S EXISTIN G DRAIN I N L E T 5 7 5 PROPO S E D 5 ' W I D E CONCR E T E S I D E W A L K PROPO S E D ADA RA M P PROPO S E D ADA RA M P 5 7 5 12.5' 1 8 ' 8 VACU U M B A Y S 6 " S . S . ( P R I V A T E ) FDC PRO P O S E D MON U M E N T SIGN ( 1 0 ' W I D E ) 6 " F I R E L I N E P R I V A T E EXISTIN G MONUM E N T SIGN 25.3' 6' 1 0 ' 9 ' 9 ' P R O P O S E D C A N O P I E S 8 ' x 1 2 ' - 6 " ( T Y P ) PROPO S E D D U M P S T E R E N C L O S U R E WITH 6' T A L L M A S O N R Y S C R E E N I N G W A L L AND ME T A L G A T E S EXIST. FIRE HYDRA N T EXISTIN G FIRE HYDRA N T PROPO S E D POS SY S T E M (TYP) V A C U U M B A Y S V A C U U M B A Y S HAND I C A P PARK I N G SIGN PRO P O S E D C A N O P I E S 8' x 1 2 ' - 6 " ( T Y P ) PRO P O S E D CANO P I E S 8' x 1 2 ' - 6 " ( T Y P ) SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS CE 2 LO 5 LO 6 LO 4 NPH 43 NPH 78 NRS 10 SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS NPH 78 LO 7 CE 1 CE 1 CE 1 CE 1 CE 1 CE 1 CE 1 NPH 52 CE 1 ISSUE: DATE: SHEET NAME: SHEET NUMBER: 200 40 80 02 LANDSCAPE PLAN SCALE 1"=40'-0" 01.02.2025 LANDSCAPE PLAN L.1 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM CH R I S TRON Z A N O S T A TE O F T E X A S T C E T H I R C A EPACSDNALDEE GE IS R RT 2204 12.18.2024 FOR APPROVAL 07.26.2023 BOTANICAL NAME Cynodon dactylon '419' COMMON NAME '419' Bermudagrass SIZE REMARKS Solid sod QTYTYPE BOTANICAL NAME Ulmus crassifolia Quercus viriginana COMMON NAME Cedar Elm Live Oak SIZE 4" cal. 4" cal. PLANT MATERIAL SCHEDULE REMARKS container, 12' ht., 5' spread, 6' clear straight trunk container, 12' ht., 5' spread, 6' clear straight trunk QTY 10 22 TREES SHRUBS GROUNDCOVERS TYPE CE LO BOTANICAL NAME Ilex cornuta burfordii 'nana' Ilex x 'Nellie R Stevens' COMMON NAME Needle Point Holly Nellie R Stevens Holly SIZE 5 gal. 5 gal. REMARKS container, 30" ht., 20" spread container, 30" ht., 20" spread QTY 251 10 TYPE NPH NRS NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. INTERIOR LANDSCAPE AREA REQUIRED: A MINIMUM OF TEN PERCENT OF THE GROSS PARKING AREAS SHALL BE DEVOTED TO LIVING LANDSCAPE WHICH INCLUDES GRASS, GROUND COVER, PLANTS, SHRUBS AND TREES. GROSS PARKING AREA: 21,118 SF * 10% = 2,111 SF 2,111 / 400 = 5 REQUIRED:PROVIDED: 5 TREES 5 TREES REQUIRED: 15 PERCENT OF THE TOTAL SITE AREA SHALL BE DEVOTED TO FEATURE LANDSCAPING WITH NOT LESS THAN 50 PERCENT OF THE LANDSCAPE BEING LOCATED THE REQUIRED FRONT YARD. 15 % OF GROSS: 9,459 SF / 5,979 SF = 63.2% (1 TREE PER 4,000 SF) 9,459 / 4,000 = 3 REQUIRED: PROVIDED: 3 CANOPY TREES 3 CANOPY TREES PERIMETER LANDSCAPING AREA: IRA WOODS AVENUE- R.O.W. - 239 L.F. REQUIREMENT: PROVIDED: 5 CANOPY TREES 5 CANOPY TREES 77 - 30" SCREENING SHRUBS 82 - 30" SCREENING SHRUBS EAST PROPERTY BOUNDARY - R.O.W. - 334 L.F. REQUIREMENT: PROVIDED: 7 CANOPY TREES 7 CANOPY TREES 77 - 30" SCREENING SHRUBS 78 - 30" SCREENING SHRUBS SOUTH PROPERTY BOUNDARY - R.O.W. - 160 L.F. REQUIREMENT: PROVIDED: 4 CANOPY TREES 4 CANOPY TREES 48 - 30" SCREENING SHRUBS 48 - 30" SCREENING SHRUBS WEST PROPERTY BOUNDARY - R.O.W. - 297 L.F. REQUIREMENT: PROVIDED: 6 CANOPY TREES 6 CANOPY TREES 64 - 30" SCREENING SHRUBS 64 - 30" SCREENING SHRUBS SH A M M Y ' S C A R W A S H 37 2 1 I R A E W O O D S A V E N U E CI T Y O F G R A P E V I N E , T A R R E N T C O U N T Y , T E X A S SITE VICINITY MAP N.T.S. N IRA E WO O D S A V E P O O L R D THE PURPOSE OF THIS CONDITIONAL USE PERMIT REQUEST IS TO DEVELOP A DRIVE-THROUGH, AUTOMATIC CARWASH CASE NAME:SHAMMY'S CARWASH CASE NUMBER:CU24--56 / Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:3 OF 6 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT SITE PLAN NOTES 1.REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 2.MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING AIR CONDITIONING UNITS, SHALL BE DESIGNED, INSTALLED, AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTY. ALL SUCH EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 3.OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 4.THE MASONRY REQUIREMENTS OF SECTION 54 OF THE ZONING ORDINANCE SHALL BE MET. 5.ILLUMINATED SIGNAGE WAS INCLUDED IN THE DETERMINATION OF THE SITE ILLUMINATION LEVELS. 6.OUTDOOR LIGHTING SHALL COMPLY WITH ILLUMINATION STANDARDS WITHIN SECTION 55 OF THE ZONING ORDINANCE UNLESS SPECIFICALLY EXPECTED. 7.PROPOSED GROUND SIGNAGE SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION 60 OF THE ZONING ORDINANCE AND IS CONTINGENT UPON APPROVAL OF A SEPARATE BUILDING PERMIT WITH BUILDING SERVICES. 8.ALL ONSITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 9.USES SHALL CONFORM IN OPERATION, LOCATION AND CONSTRUCTION TO THE FOLLOWING PERFORMANCE STANDARDS IN SECTION 55 OF THE ZONING ORDINANCE: NOISE, SMOKE AND PARTICULATE MATTER, ODORUS MATTER, FIRE OR EXPLOSIVE HAZARD MATERIAL, TOXIC AND NOXIOUS MATTER, VIBRATION, AND/OR OTHER PERFORMANCE STANDARDS. 10.ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. LANDSCAPE PLAN NOTES 1.SHRUBS SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT WHEN MEASURED IMMEDIATELY AFTER PLANTING. HEDGES, WHERE INSTALLED, SHALL BE PLANTED AND MAINTAINED TO FORM A CONTINUOUS, UNBROKEN, SOLID VISUAL SCREEN WHICH WILL BE THREE (3) FEET HIGH WITHIN ONE (1) YEAR AFTER TIME OF PLANTING. 2.ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 4,780 S.F. 2,111 S.F. 5,942.72 S.F. 4,448.11 S.F. 12,177.71 S.F. 23,619.38 S.F. 1,050.84 S.F. CU24-56 SHAMMY'S CAR WASH 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRENT COUNTY, TEXAS LOT 2 - RA, BLOCK 1, RIVERSIDE ADDITION DATE OF PREPARATION: AUGUST 23, 2023 Existing Zone: "PO" Professional Office District Proposed Zone: "CC" Community Commercial District J. GIBSON SURVEY, AB. No. 131 1.448 ACRES OR 63,057 SQ. FT. LANDSCAPE PLAN 5,895 S.F. 33,543 S.F. 39,438 S.F. (62.5%) SOLID SOD NOTES LANDSCAPE NOTES 1 FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL DESIRED GRADE IN PLANTING AREAS AND 1" BELOW FINAL GRADE IN TURF AREAS. 2.ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER. 4.CONTRACTOR TO COORDINATE WITH ON-SITE CONSTRUCTION MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL. 5.PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 6.ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 7.WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 8.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 9.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. 10.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, ALL SOD AREAS TO BE OVER-SEEDED WITH WINTER RYEGRASS, AT A RATE OF (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. 1.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2.CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. 4.CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 5.ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. 6.ALL LANDSCAPE AREAS TO BE 100% IRRIGATED WITH AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL INCLUDE RAIN AND FREEZE SENSORS. 7.ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 1.FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL PLANS. 2.ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER. 4.IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION, KNOWN AS BOTTOM AND SOIL, FREE FROM LUMPS, CLAY, TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES, CONTAINING NO SALT AND BLACK TO BROWN IN COLOR. 5.ALL LAWN AREAS TO BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION. 6.ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. SHALL BE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION 7.CONTRACTOR SHALL PROVIDE (1") ONE INCH OF IMPORTED TOPSOIL ON ALL AREAS TO RECEIVE LAWN. GENERAL LAWN NOTES ID D I WATER METER & SANITARY SEWER SCHEDULE TYPE SIZE NO. DOMESTIC 2"1 IRRIGATION 1"1 SANITARY SEWER 4" & 6" CITY COMMENTS 08.24.2023 CITY COMMENTS 09.07.2023 23,619 S.F. (37.4)12,611 S.F. 20% 50,445 S.F. 79.9% Parking Ratio (from Zoning Ordinance)20 or 1 per 2,000 S.F.36 or 1 per 1,070 s.f. CITY COMMENTS 12.18.2024 TOTAL LOT AREA (SQUARE FEET AND ACRES)30,000 / 0.69 63,057 / 1.448 CITY COMMENTS 01.02.2025 ISSUE: DATE: SHEET NAME: SHEET NUMBER: 01.02.2025 LANDSCAPE SPECIFICATIONS L.2 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1784 W. McDERMOTT DR. SUITE 110 ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM CH R I S TRON Z A N O S T A TE O F T E X A S T C E T H I R C A EPACSDNALDEE GE IS R RT 2204 01.02.2025 FOR APPROVAL 07.26.2023 6" 2X DIAMETER OF ROOTBALL 01 TREE PLANTING DETAIL NOT TO SCALE 4' - 5 ' M T G . H T . 6" (3) METAL T-POST PAINTED GREEN TRIANGULAR SPACING. NOTE: LOCATE STAKES OUTSIDE OF TREE WELL. POSITION STAKES TO SECURE TREE AGAINST SEASONAL PREVAILING WINDS. NATIVE SOIL, REF. SPECIFICATIONS 6" FINISH GRADE SCARIFY SIDES CRUSHED ROCK 2" LAYER MULCH, REF. SPECIFICATIONS REFERENCE PLAN FOR TREE TYPE DO NOT CUT CENTRAL LEADER 2 STRANDS NO. 12 GAUGE GALVANIZED WIRE, TWISTED RUBBER HOSE 2" HIGH WATERING RING 4" DIA. PERFORATED PVC PIPE W/ CAP PAINTED BLACK ROOTBALL, DO NOT DISTURB. TOP OF ROOTBALL TO BE SET 1" ABOVE EXISTING GRADE. REMOVE TOP 1/3 BURLAP. 1/2" MINIMUM BETWEEN TOP OF MULCH AND TOP OF CONCRETE 1/2" MAXIMUM SIDEWALK PREPARED SOIL MIX PER SPECIFICATIONS SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES MULCH PER SPECIFICATIONS PREPARED SOIL MIX PER SPECIFICATIONS 1/8" X 4" GREEN STEEL EDGING WITH STAKES 03 SIDEWALK / MULCH DETAIL NOT TO SCALE 04 STEEL EDGING DETAIL NOT TO SCALE no steel along sidewalks NOTE: NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS LAWN SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECS. 6" MIN. OF PREPARED SOIL MIX TILLED INTO EXISTING SOIL TO A DEPTH OF 6" 2" LAYER OF SPECIFIED BARK MULCH ROOTBALL, DO NOT DISTURB NOTE: POCKET PLANTING NOT ALLOWED FINISH GRADE REF. PLAN FOR SHRUB TYPE 05 SHRUB PLANTING DETAIL NOT TO SCALE SPACING PER PLANT LIST6" NATIVE SOIL PREPARE GROUNDCOVER BED BY TILLING ENTIRE BED AREA. PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE SPECIFICATIONS 2" MULCH DOUBLE SHREDDED HARDWOOD MULCH IN BED PRIOR TO PLANTING GROUNDCOVER/ANNUALS. 12" MIN EDGE OF BED DD D A A PLANT ROW SPACING 'D' ROW SPACING 'A' PLANTS/10SF 8" O.C. 12" O.C. 15" O.C. 18" O.C. 6.9" 10.4" 13.0" 15.7" 26 12 7 5 A = ROW SPACING B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUALLY FROM EACHOTHER AT SPACING INDICATED ON PLANT LIST. 02 GROUNDCOVER PLANTING DETAIL NOT TO SCALE SH A M M Y ' S C A R W A S H 37 2 1 I R A E W O O D S A V E N U E CI T Y O F G R A P E V I N E , T A R R E N T C O U N T Y , T E X A S CU24-56 SHAMMY'S CAR WASH 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRENT COUNTY, TEXAS LOT 2 - RA, BLOCK 1, RIVERSIDE ADDITION DATE OF PREPARATION: AUGUST 23, 2023 Existing Zone: "PO" Professional Office District Proposed Zone: "CC" Community Commercial District J. GIBSON SURVEY, AB. No. 131 1.448 ACRES OR 63,057 SQ. FT. LANDSCAPE SPECIFICATIONS CITY COMMENTS 08.24.2023 CASE NAME:SHAMMY'S CARWASH CASE NUMBER:CU24--56 / Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:3 OF 6 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CITY COMMENTS 01.02.2025 LOT 1-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO EIP HEALTHCARE PROPERTY GRAPEVINE, LLC INST. No. D216253160 O.P.R.T.C.T. LOT 1, BLOCK 1 CVS ADDITION OF GRAPEVINE CAB. A, SLD. 7291, P.R.T.C.T. EXISTING ZONING: HC LOT 3R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC J. TILLER SERVICES, INC. VOL. 6734, PG. 2070 D.R.T.C.T. LOT 4R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC LOT 3-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO INSPIRED SENIOR LIVING OF GRAPEVINE DST. INST. NO. D222287829 O.P.R.T.C.T. S H A M M Y ' S C A R W A S H 5 , 8 9 5 S . F . ( 1 - S T O R Y 3 4 ' - 6 " ) F F E = 5 7 5 . 7 0 I D 10' WATE R EASEME N T CO LOT 2-RA , B L O C K 1 (63,057 S F O R 1 . 4 4 8 A C ) RIVERWO O D S ADDITIO N CO CO CO CO CO CO 11 11 6 8 FDC 165' R . O . W . EXIST. FIRE HYDRANT EXISTING FIRE HYDRANT TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management CU24-56/Z24-10 SHAMMY'S CAR WASH 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS LOT 2-RA, BLOCK 1, RIVERWOODS ADDITION DATE OF PREPARATION: JANUARY 06, 2025 Existing Zone: "PO" Professional Office District Proposed Zone: "CC" Community Commercial District J. GIBSON SURVEY, AB. No. 131 1.448 ACRES OR 63,057 SQ. FT. 11 GARBAGE TRUCK ROUTE SITE VICINITY MAP N.T.S. N Scale: 1" = 'Feet 0 20 40 THE PURPOSE OF CU24-56/Z24-10 IS TO REZONE 1.488 ACRES FROM "PO", PROFESSIONAL OFFICE DISTRICT TO "CC", COMMUNITY COMMERCIAL DISTRICT TO DEVELOP A DRIVE-THROUGH, AUTOMATIC CARWASH. CASE NAME:SHAMMY'S CARWASH CASE NUMBER:CU24-56/Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT A @ 25' A @ 25' C @ 18' C @ 18' C @ 18' B @ 18' B @ 18' B @ 18' PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 575 575 D D LOT 1-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO EIP HEALTHCARE PROPERTY GRAPEVINE, LLC INST. No. D216253160 O.P.R.T.C.T. IRA E WOOD S A V E N U E LOT 1, BLOCK 1 CVS ADDITION OF GRAPEVINE CAB. A, SLD. 7291, P.R.T.C.T. EXISTING ZONING: HC D 574 574 57 4 5 7 4 574 5 7 4 574 5 7 4 5 7 4 5 7 2 574 57 6 LOT 3R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC J. TILLER SERVICES, INC. VOL. 6734, PG. 2070 D.R.T.C.T. 57 5 57 4 575 573 573 574 57 4 57 5 573 5 7 4 574 57 5 LOT 4R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC LOT 3-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO INSPIRED SENIOR LIVING OF GRAPEVINE DST. INST. NO. D222287829 O.P.R.T.C.T. S H A M M Y ' S C A R W A S H 5 , 8 9 5 S . F . ( 1 - S T O R Y 3 4 ' - 6 " ) F F E = 5 7 5 . 7 0 S W A L E @ 1 . 0 % MATCH LINE A-A MATCH LINE A-A 575 5 7 4 575 57 4 SWALE @ 1.6% TW=574.50 G=574.00 BW=572.00 TW=575.00 G=574.50 BW=574.50 SWALE @ 0.50% ENTRAN C E O N L Y EXIT ONLY E X I T O N L Y 574 57 4 5 7 5 575 574 2' WIDE CURB CUT WITH RIP-RAP PAD VARIABLE HEIGHT CURB WITH RETAINING WALL TW=573.50 G=573.00 BW=573.00 574 57 5 575 S W A L E @ 0 . 8 % 5 7 5 575 5 7 5 CO LOT 2-RA , B L O C K 1 (63,057 S F O R 1 . 4 4 8 A C ) RIVERWO O D S ADDITIO N ESCAPE LANE 2' WIDE CURB CUT WITH RIP-RAP PAD CO CO CO CO CO CO EXISTING DRAIN INLET 5 7 5 5 7 5 FDC GRADING LEGEND EXISTING ELEVATION TOP OF CURB ELEVATION SIDEWALK ELEVATION EXISTING MINOR CONTOURS MINOR CONTOURS SWALE HIGH POINT GUTTER ELEVATION TOP OF PAVEMENT STORM PIPE GROUND ELEVATION MAJOR CONTOURS EXISTING MAJOR CONTOURS FINISH FLOOR ELEVATION DRAINAGE FLOW DIRECTION CURB INLET STORM MANHOLE STORM CLEANOUT RETAINING WALL RIP RAP 574.00 EX 576.15 FF 576.00 TC 575.50 G 575.00 SW 574.00 TP 573.00 GR 464 465 SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT GREASE TRAP DOMESTIC WATER METER IRRIGATION METER GAS METER TRANSFORMER LIGHT POLE POWER POLE EXISTING LEGEND MATCH LINE A-A MATCH LINE A-A SITE VICINITY MAP N.T.S. N GRADING GENERAL NOTES 1.ALL SURPLUS EXCAVATION AND WASTE MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE HIS SOLE RESPONSIBILITY TO REMOVE SUCH SURPLUS EXCAVATION AND WASTE MATERIAL FROM THE SITE TO A PUBLIC DUMP SITE APPROVED FOR THE DISPOSAL OF SUCH MATERIALS. IF SURPLUS EXCAVATION IS REMOVED FROM THIS SITE TO ANOTHER PROPERTY, IT SHALL BE PLACED ON SUCH PROPERTY WITH THE WRITTEN CONSENT OF THE OWNER(S) OF SUCH PROPERTY. A COPY OF SUCH WRITTEN CONSENT SHALL BE PROVIDED TO THE OWNER. IF THE CONTRACTOR WISHES TO DISPOSE OF SURPLUS EXCAVATION ON-SITE, IT SHALL BE ONLY WITH THE PRIOR APPROVAL OF THE OWNERS PROJECT REPRESENTATIVE AND CARE SHOULD BE TAKEN TO AVOID BLOCKING NATURAL DRAINAGE AND INCREASING STEEP SLOPES. THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OWN STAKING AND TO VERIFY PROJECT ELEVATIONS. "MATCH EXISTING" SHALL BE UNDERSTOOD TO APPLY TO BOTH VERTICAL ELEVATION AND HORIZONTAL ALIGNMENT. 2.THE CONTRACTOR SHALL PREPARE ALL LANDSCAPE AREAS INCLUDING STREET RIGHT-OF-WAY AREAS TO AN ACCEPTABLE SUBGRADE CONDITION IN ACCORDANCE WITH THE LANDSCAPE PLANS. IF THE CONTRACTOR IS NOT EMPLOYED TO PROVIDE AND INSTALL LANDSCAPING, HE SHALL PREPARE A FINISHED AND COMPACTED SUB-GRADE IN THE LANDSCAPING AREAS. 3.NO SLOPES TO EXCEED 3H:1V WITHOUT SLOPE STABILIZATION. BENCHMARKS BENCHAMRK NO. 1 BEING 19.63' WEST AND 46.91' SOUTH OF THE SUBJECT'S NORTHWEST PROPERTY CORNER. ELEVATION = 574.68' BENCHMARK NO. 2 BEING 9.64' EAST AND 54.24' NORTH OF THE SUBJECT'S SOUTHEAST PROPERTY CORNER. ELEVATION = 574.71' Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management CU24-56/Z24-10 SHAMMY'S CAR WASH 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS LOT 2-RA, BLOCK 1, RIVERWOODS ADDITION DATE OF PREPARATION: JANUARY 06, 2025 Existing Zone: "PO" Professional Office District Proposed Zone: "CC" Community Commercial District J. GIBSON SURVEY, AB. No. 131 1.448 ACRES OR 63,057 SQ. FT. Scale: 1" = 'Feet 0 20 40 9 GRADING PLAN FLOOD PLAIN NOTE A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON LIES WITHIN THE 500 YEAR FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 48439C0095K, DATED SEPTEMBER 25, 2009. THE SUBJECT PROPERTY LIES WITHIN THE ZONE "X" UNSHADED (DETERMINED TO BE OUTSIDE THE 0.20% ANNUAL CHANCE FLOODPLAIN) FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS. THE PURPOSE OF CU24-56/Z24-10 IS TO REZONE 1.488 ACRES FROM "PO", PROFESSIONAL OFFICE DISTRICT TO "CC", COMMUNITY COMMERCIAL DISTRICT TO DEVELOP A DRIVE-THROUGH, AUTOMATIC CARWASH. CASE NAME:SHAMMY'S CARWASH CASE NUMBER:CU24-56/Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT 575 575 D D LOT 1-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO EIP HEALTHCARE PROPERTY GRAPEVINE, LLC INST. No. D216253160 O.P.R.T.C.T. IRA E WOOD S A V E N U E LOT 1, BLOCK 1 CVS ADDITION OF GRAPEVINE CAB. A, SLD. 7291, P.R.T.C.T. EXISTING ZONING: HC D 574 574 57 4 5 7 4 574 5 7 4 574 5 7 4 5 7 4 5 7 2 574 57 6 LOT 3R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC J. TILLER SERVICES, INC. VOL. 6734, PG. 2070 D.R.T.C.T. 57 5 57 4 575 573 573 574 57 4 57 5 573 5 7 4 574 57 5 LOT 4R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC LOT 3-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO INSPIRED SENIOR LIVING OF GRAPEVINE DST. INST. NO. D222287829 O.P.R.T.C.T. S H A M M Y ' S C A R W A S H 5 , 8 9 5 S . F . ( 1 - S T O R Y 3 4 ' - 6 " ) F F E = 5 7 5 . 7 0 S W A L E @ 1 . 0 % MATCH LINE A-A MATCH LINE A-A 575 5 7 4 575 57 4 SWALE @ 1.6% SWALE @ 0.50% 574 57 4 5 7 5 575 DA-2 0.14 DA-3 0.59 DA-4 0.26 DA-1 0.46 574 2' WIDE CURB CUT WITH RIP-RAP PAD VARIABLE HEIGHT CURB WITH RETAINING WALL 574 57 5 575 S W A L E @ 0 . 8 % 5 7 5 575 5 7 5 LOT 2-RA , B L O C K 1 (63,057 S F O R 1 . 4 4 8 A C ) RIVERWO O D S ADDITIO N 2' WIDE CURB CUT WITH RIP-RAP PAD EXISTING DRAIN INLET 5 7 5 5 7 5 POST-DRAINAGE LEGEND DRAINAGE FLOW DIRECTION DRAINAGE DIVIDE EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS MINOR CONTOURS MAJOR CONTOURS DRAINAGE AREA NO. DRAINAGE AREA ACREAGE DA-X X.XX HIGH POINT 464 465 TRAVERSE SURVEYING EXISTING LEGEND EXISTING LEGEND MATCH LINE A-A MATCH LINE A-A SITE VICINITY MAP N.T.S. N Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management CU24-56/Z24-10 SHAMMY'S CAR WASH 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS LOT 2-RA, BLOCK 1, RIVERWOODS ADDITION DATE OF PREPARATION: JANUARY 06, 2025 Existing Zone: "PO" Professional Office District Proposed Zone: "CC" Community Commercial District J. GIBSON SURVEY, AB. No. 131 1.448 ACRES OR 63,057 SQ. FT. Scale: 1" = 'Feet 0 20 40 POST-DRAINAGE PLAN 8 FLOOD PLAIN NOTE A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON LIES WITHIN THE 500 YEAR FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 48439C0095K, DATED SEPTEMBER 25, 2009. THE SUBJECT PROPERTY LIES WITHIN THE ZONE "X" UNSHADED (DETERMINED TO BE OUTSIDE THE 0.20% ANNUAL CHANCE FLOODPLAIN) FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS. BENCHMARKS BENCHAMRK NO. 1 BEING 19.63' WEST AND 46.91' SOUTH OF THE SUBJECT'S NORTHWEST PROPERTY CORNER. ELEVATION = 574.68' BENCHMARK NO. 2 BEING 9.64' EAST AND 54.24' NORTH OF THE SUBJECT'S SOUTHEAST PROPERTY CORNER. ELEVATION = 574.71' OVERALL DRAINAGE CALCULATIONS (100yr FLOW) DRAINAGE AREA C Tc (min) I-100 (in/hr) A (acres) Q Peak (cfs)NOTES DA-1 0.90 10 9.24 0.46 3.83 DRAINS TO SWALE DA-2 0.90 10 9.24 0.14 1.16 DRAINS TO SWALE DA-3 0.90 10 9.24 0.59 4.91 DRAINS TO EXISTING Y-INLET DA-4 0.90 10 9.24 0.26 2.16 DRAINS TO SWALE NOTE: RUNOFF COEFFICIENT OF 0.90 AND 10 MINUTES FOR TIME OF CONCENTRATION WAS USED FOR CONSERVATIVE CALCULATIONS THE PURPOSE OF CU24-56/Z24-10 IS TO REZONE 1.488 ACRES FROM "PO", PROFESSIONAL OFFICE DISTRICT TO "CC", COMMUNITY COMMERCIAL DISTRICT TO DEVELOP A DRIVE-THROUGH, AUTOMATIC CARWASH. CASE NAME:SHAMMY'S CARWASH CASE NUMBER:CU24-56/Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT UTILITY LEGEND GAS LINE UNDERGROUND TELEPHONE LINE SANITARY SEWER LINE 6" FIRE LINE UNDERGROUND ELECTRIC LINE FIRE HYDRANT DOMESTIC WATER METER WITH RPZ IRRIGATION METER GAS METER TRANSFORMER 2" DOMESTIC WATER LINE FIRE DEPARTMENT CONNECTION - FDC LIGHT POLE POWER POLE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT RECLAIM WATER SEPARATOR TANKS TRAVERSE SURVEYING EXISTING LEGEND EXISTING LEGEND D D LOT 1-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO EIP HEALTHCARE PROPERTY GRAPEVINE, LLC INST. No. D216253160 O.P.R.T.C.T. IRA E WOOD S A V E N U E LOT 1, BLOCK 1 CVS ADDITION OF GRAPEVINE CAB. A, SLD. 7291, P.R.T.C.T. EXISTING ZONING: HC D LOT 3R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC J. TILLER SERVICES, INC. VOL. 6734, PG. 2070 D.R.T.C.T. LOT 4R BLOCK 1 SH 26/POOL ROAD ADDITION CAB. A, SLD. 8780, P.R.T.C.T. EXISTING ZONING: CC LOT 3-RA, BLOCK 1 RIVERWOODS ADDITION INST.NO. D214207165, O.P.R.T.C.T. EXISTING ZONING: PO INSPIRED SENIOR LIVING OF GRAPEVINE DST. INST. NO. D222287829 O.P.R.T.C.T. S H A M M Y ' S C A R W A S H 5 , 8 9 5 S . F . ( 1 - S T O R Y 3 4 ' - 6 " ) F F E = 5 7 5 . 7 0 I D W-1 10' WATE R EASEME N T W-3 W-4 E-1 & T-1 PROPOSED UNDERGROUND RECLAIM WATER SEPARATOR TANKS AND SAMPLE WELL (REFER TO MEP PLANS FOR DETAILS AND SPECIFICATIONS) ENTRAN C E O N L Y EXIT ONLY E X I T O N L Y CO SS-1 SS-2 SS-2A SS-4 SS-5 SS-2B SS-2C SS-2D SS-2E SS-2F SS-3 SS-2B LOT 2-R A , B L O C K 1 (63,057 S F O R 1 . 4 4 8 A C ) RIVERW O O D S ADDITIO N ESCAPE LANE CO CO CO CO CO CO 2 " W T R ( P R I V A T E ) 1 " I R R ( P R I V A T E ) 2" WTR 6 " S . S . ( P R I V A T E ) 6" S . S . (P R I V A T E ) FDC W-2 W-5 FDC - WALL MOUNTED 6 " F I R E L I N E P R I V A T E EXIST. FIRE HYDRANT EXISTING FIRE HYDRANT SITE VICINITY MAP N.T.S. N UTILITY GENERAL NOTES 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY/UTILITY COMPANY STANDARDS. 2.FIELD VERIFY LOCATION OF EXISTING WATER MAIN , SEWER MAIN, GAS, TELEPHONE AND ELECTRICAL LINE. POT HOLE RECOMMENDED PRIOR TO CONSTRUCTION BEGIN. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH UTILITY SERVICE PROVIDERS. 3.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 4.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES. 5.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO. 6.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 7.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING. 8.THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. ID D I WATER METER & SANITARY SEWER SCHEDULE TYPE SIZE NO. DOMESTIC 2"1 IRRIGATION 1"1 SANITARY SEWER 4" & 6" Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management CU24-56/Z24-10 SHAMMY'S CAR WASH 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS LOT 2-RA, BLOCK 1, RIVERWOODS ADDITION DATE OF PREPARATION: JANUARY 06, 2025 Existing Zone: "PO" Professional Office District Proposed Zone: "CC" Community Commercial District J. GIBSON SURVEY, AB. No. 131 1.448 ACRES OR 63,057 SQ. FT. Scale: 1" = 'Feet 0 20 40 UTILITY PLAN 10 PROPOSED WATER CALLOUTS LABELS DESCRIPTIONS W-1 CONNECT TO EXISTING 8" WATER LINE INSTALL: 1 - 8" x 2" TAPPING SLEEVE AND VALVE 1 - 2" DOMESTIC WATER METER & RPZ 1 - 2" VALVE 1 - 102 L.F. 2" WATER LINE TO BUILDING W-2 CONNECT TO EXISTING 8" WATER LINE INSTALL: 1 - 8" x 6" TAPPING SLEEVE AND VALVE 1 - 6" VALVE 1 - 96 L.F. 6" WATER LINE TO RISER ROOM W-3 CONNECT TO EXISTING 8" WATER LINE INSTALL: 1 - 8" x 1" TAPPING SLEEVE AND VALVE 1 - 1" IRRIGATION WATER METER 1 - 1" VALVE 69 L.F. 1" IRRIGATION LINE & 1" PLUG W-4 CONNECTION POINT AT BUILDING (REFER TO MEP PLANS) W-5 CONNECTION POINT AT BUILDING (REFER TO MEP PLANS) PROPOSED SEWER CALLOUTS LABELS DESCRIPTIONS SS-1 STA: 0+00.00 CONNECT PROPOSED 6" SEWER LINE TO EXIST. SANITARY SEWER MANHOLE RIM = 575.06 EXISTING 8" FL = (564.74') 6" FL (IN) = 564.82' CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION SS-2 = SS2A STA: 0+44.39 INSTALL: 1 - 6'' x 6" 45° WYE & 6" CLEANOUT 6" FL = 567.17 SS-3 STA: 0+62.56 INSTALL: 1 - 6'' 11.25° BEND 6" FL = 568.11 SS-4 STA: 0+91.10 INSTALL: 1 - 6'' 45° WYE & 6" CLEANOUT 6" FL = 569.60 SS-5 STA: 0+98.85 INSTALL: 1- 6'' DOUBLE CLEANOUT AT BUILDING 6" FL = 570.00 SS-2A INSTALL: 1 - 6'' x 6" 45° WYE & 6" CLEANOUT 6" FL = 567.17 SS-2B INSTALL: CONNECTION POINT TO SAMPLE WELLS 6" FL = 567.40 SS-2C INSTALL: 1- 6'' DOUBLE CLEANOUT AT BUILDING 6" FL = 571.70 SS-2D INSTALL: 1- 6'' DOUBLE CLEANOUT AT BUILDING 6" FL = 571.70 SS-2E INSTALL: 1- 6'' DOUBLE CLEANOUT AT BUILDING 6" FL = 571.70 SS-2F INSTALL: 1- 6'' DOUBLE CLEANOUT AT BUILDING 6" FL = 571.70 PROPOSED DRY UTILITY CALLOUTS LABELS DESCRIPTIONS E-1 POLE MOUNTED TRANSFORMER & PRIMARY ELECTRIC SERVICE BY SERVICE PROVIDER. GC TO INSTALL 2 - 4" CONDUITS AND SECONDARY WIRE FROM POWER POLE TO BUILDING. GC TO COORDINATE W/LOCAL SERVICE PROVIDER FOR TYPE OF TRANSFORMER. T-1 PROPOSED TELEPHONE SERVICE TO BUILDING. GC TO INSTALL 2 - 4" CONDUITS FROM BUILDING TO POWER POLE. (GC TO COORDINATE W/SERVICE PROVIDER). THE PURPOSE OF CU24-56/Z24-10 IS TO REZONE 1.488 ACRES FROM "PO", PROFESSIONAL OFFICE DISTRICT TO "CC", COMMUNITY COMMERCIAL DISTRICT TO DEVELOP A DRIVE-THROUGH, AUTOMATIC CARWASH. CASE NAME:SHAMMY'S CARWASH CASE NUMBER:CU24-56/Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT SHAMMY'S CAR WASH SCALE: WEST ELEVATION21/8" = 1'-0"SCALE: NORTH ELEVATION41/8" = 1'-0" SCALE: EAST ELEVATION11/8" = 1'-0"SCALE: SOUTH ELEVATION31/8" = 1'-0" A1TX REGISTRATION BR2011 A T T S XETEFO SA JA M E S R . HA R D I N 115 4 6 R EGI S T E R E D AR C H I T E C T CASE NAME:SHAMMY'S CARWASH CASE NUMBER: CU24-56 / Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:5 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT ELEVATIONS LOT 2-RA, BLOCK 1, RIVERWOODS ADDITION J. GIBSON SURVEY, AB. No. 131 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.448 ACRES OR 63,057 SQ. FT. Existing Zoning: "PO" Professional Office District Proposed Zoning: "CC" Community Commercial District DATE OF PREPERATION: JULY 20, 2023 NOTES: 1.All signage subject to Building Services Department approval. 2.Mechanical units shall be screened in accordance with the Zoning Ordinance. 3.Utility boxes and conduit shall be painted to match building color. 1921 SH 121, SUITE 250, LEWISVILLE TX 75056 12/20/2024 THE PURPOSE OF CU24-56/Z24-10 IS TO REZONE 1.488 ACRES FROM "PO", PROFESSIONAL OFFICE DISTRICT TO "CC", COMMUNITY COMMERCIAL DISTRICT TO DEVELOP A DRIVE-THROUGH, AUTOMATIC CARWASH. CLEARANCE 7'-2"CLEARANCE 7'-2"CLEARANCE 7'-2" REAR SIDE SIDEFRONT IRA E W O O D S A V E N U E 25' B.S . & L . S . 2 0 ' B . S . & L . S . S H A M M Y ' S C A R W A S H 5 , 8 9 5 S . F . ( 1 - S T O R Y 3 4 ' - 6 " ) F F E = 5 7 5 . 7 0 ENTR A N C E O N L Y EXIT ONLY E X I T O N L Y TUN N E L TUN N E L EQU I P . RR LOT 2 - R A , B L O C K 1 (63,0 5 7 S F O R 1 . 4 4 8 A C ) RIVE R W O O D S ADD I T I O N 2 0 ' B . S . & L . S . 25' B . S . & L . S . ESC A P E LAN E 11 11 6 8 14 V A C U U M B A Y S 1 1 V A C U U M B A Y S 9 V A C U U M B A Y S VAC VAC V A C PRO P O S E D CAN O P Y PRO P O S E D POS S U S T E M DUMPSTER SCALE: CANOPY (OVER POINT OF SALE) ELEVATIONS21/4" = 1'-0" SCALE: DUMPSTER ELEVATIONS31/4" = 1'-0" A2TX REGISTRATION BR2011 A T T S XETEFO SA JA M E S R . HA R D I N 115 4 6 R EGI S T E R E D AR C H I T E C T 12/20/2024 1921 SH 121, SUITE 250, LEWISVILLE TX 75056 ELEVATIONS SCALE: PHOTOGRAPHS1NTS THE PURPOSE OF CU24-56/Z24-10 IS TO REZONE 1.488 ACRES FROM "PO", PROFESSIONAL OFFICE DISTRICT TO "CC", COMMUNITY COMMERCIAL DISTRICT TO DEVELOP A DRIVE-THROUGH, AUTOMATIC CARWASH. CU24-56 / Z24-10 SHAMMY'S CAR WASH LOT 2-RA, BLOCK 1, RIVERWOODS ADDITION J. GIBSON SURVEY, AB. No. 131 3721 IRA E WOODS AVENUE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.448 ACRES OR 63,057 SQ. FT. Existing Zoning: "PO" Professional Office District Proposed Zoning: "CC" Community Commercial District DATE OF PREPERATION: JULY 20, 2023 NOTES: 1.All signage subject to Building Services Department approval. 2.Mechanical units shall be screened in accordance with the Zoning Ordinance. 3.Utility boxes and conduit shall be painted to match building color. CASE NAME:SHAMMY'S CARWASH CASE NUMBER:CU24-56 / Z24-10 LOCATION:3721 IRA E WOODS AVENUE ___________________________________________ MAYOR SECRETARY DATE:______________________ PLANNING AND ZONING COMMISSION ______________________ CHAIRMAN DATE:_________________________ SHEET:6 OF 7 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT Blowers - North Facing - 15hp - with VFD Source: 72dB Property line: 32.9dB 1000ft: 12dB Vacuums - Omni - 25hp - with VFD Source: 72dB Property Line: 24.2dB 1000ft: 12dB Vacuums - Omni - 25hp - with VFD (North Row) Source: 72dB Property Line: 41.6dB 1000ft: 12dB