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Home My WebLink AboutItem 10 - Jiffy Lube TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER ERICA MAROHNIC, PLANNING SERVICES DIRECTOR MEETING DATE: MAY 21, 2024 SUBJECT: PLANNING SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU24-13; JIFFY LUBE APPLICANT: Drew Donosky – Clay Moore Engineering PROPERTY LOCATION AND SIZE: The subject property is located at 3500 Grapevine Mills Boulevard North and platted as Block A, Lot 6A1 Grapevine Mills Crossing Addition. The lot contains approximately 1.76 acres and has 295 feet of frontage along Grapevine Mills Parkway and 224 feet of frontage along Grapevine Mills Boulevard North. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to amend the previously approved planned commercial center CU06-55 (Ord. 2007-06) to develop an automotive repair garage with a full-service drive-thru car wash. The applicant intends to develop a 32-foot, 6,106-square-foot automotive repair garage and full-service car wash (Jiffy Lube) that includes an indoor auto service area, two offices, equipment rooms, employee breakroom, restrooms, a lobby for patrons and a tunnel style drive-thru car wash. A 10-foot, 5,292-square-foot outdoor customer convenience canopy is proposed. There will be three points of access; an access off Grapevine Mills Parkway at the southwest corner of the site, one off Grapevine Mills Boulevard North at the northeast corner, and the other through an existing access easement at the southeast corner of the subject site. The total number of parking spaces required is 32. The provided number of parking spaces is 36. PRESENT ZONING AND USE: The property is currently zoned “CC”, Community Commercial District and is undeveloped. HISTORY OF TRACT AND SURROUNDING AREA: The subject property was rezoned in the 1984 City-wide Rezoning from “I-1”, Light Industrial District to “CC”, Community Commercial District.  On February 20, 2007, City Council approved CU06-55 (Ord. 2007-06) to establish a planned commercial center, Block A, Lots 1-6, Grapevine Mills Crossing Addition. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: “CC”, Community Commercial District – Kwik Kar Wash and Auto SOUTH: “CC”, Community Commercial District – Lazy Boy Furniture Galleries EAST: “CC”, Community Commercial District – Multi-tenant building, Corky’s Gaming Bistro, Altitude Trampoline Park, and Martial Arts WEST: “HCO”, Hotel/ Corporate Office District – Chesapeake well site, and undeveloped property, and “CC” Community Commercial District - undeveloped AIRPORT IMPACT: The subject site is located within “Zone B” Middle Zone of Effect as defined on the “Aircraft Sound Exposure: Dallas/ Fort Worth Regional Airport Environs” Map. In “Zone B”, the following uses may be considered only if sound treatment is included in the building design: multifamily apartments, motels, office buildings, movie theatres, restaurant, personal and business services. Single-family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant’s proposal is an appropriate use in this noise zone. MASTER PLAN APPLICATION: Map 2: Land Use Plan of the Comprehensive Master Plan designates the subject property as a (CO) Commercial land use. This request is compliant with the Master Plan. THOROUGHFARE PLAN APPLICATION: The City of Grapevine’s Thoroughfare Plan designates Grapevine Mills Parkway as a Type A, Major Arterial with a right of way width determined by TxDOT. North Grapevine Mills CU24-13.4 2 Boulevard is designated as a Type B, Major Arterial with a minimum 80-foot right-of-way and is developed as six lanes with a median. CU24-13.4 3 CIMMAR R O N CROSS I N G 7334H MAGIC MIKES ADDN 24605 GRAPE V I N E VINEYA R D 16075H FARHA T PLAZ A 13572C FARHA T BROTH E R S WEST 13572H FARHA T PLAZA 13572C SPEED W A Y GRAPE V I N E ADDN 39819B 5.93 AC 1.123 @ 1.763 @ 1.4876 @3.061 @ 0.456 @ 0.149 @ 3.336 @ 0.908 @ 1.369 @ 0.7317 @ 2.712 @ 5.437 @ 0.5766 @ 6 11 2 (F M 2 4 9 9 ) STARS AND STRIPES WAY STARS AND STRIPES WAY TR 5B1C TR 5A1 TR 5F TR 1F 2RA 3A1 3A2 2A 104 102 4R1 2A 1A 101 11B 5AR15AR2 3A 6A1 3A TR 1B9 GRAPE V I N E MILLS CROSS I N G 16071K A GRAPE V I N E VINEYA R D 16075H B 4.267 @ 1A 3.377 @ TR 1 5R 5.304 @ 6R 1.2059 @ 3R1 4.388 @A 1.284 @ 33.370 @ 0.522 AC TR 1A BLUFFS LN BLUFFS LN KU B O T A D R ANDERSON GIBSON RD GR A P E V I N E M I L L S P K W Y 1.717 @ 0.865 @ (TAD .474 AC) (TAD .577 AC) CHARL E S T O N ADDN 7098 Bak e r S t 10.4935 @ (TAD 10.4238 AC) 1 A 1A1 (TAD .003 AC) A TR 1B3A1 1.743 @ (TAD 10.620 AC) 33.370 @ 1 (TAD 10.620 AC) STAND R O C K ADDN 40164H 1 GRAPE V I N E MILLS CROSS I N G 900430 0 0 0 A 1A1 2A A 0.526 AC 3A2 STANDROCKADDN650614210 1 22.564 AC 1.717 AC A 0.466 AC 0.120 AC TR 3.2 MXU R-MF R-MF-2 CC GRAPEVINE MILLS BLVD N N S H 1 2 1 F R S B GR A P E V I N E M I L L S P K W Y N B STARS AND STRIPES WAY KUBOTA DR GR A P E V I N E M I L L S P K W Y S B N S H 1 2 1 F R N B N S H 1 2 1 S B N S H 1 2 1 N B FM 2 4 9 9 N B FM 2 4 9 9 S B BLUFFS LN CU24-13; Jiffy Lube 3500 Grapevine Mills Boulevard, North 0 150 300 450 600 Feet ² Date Prepared: 5/9/2024 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 ORDINANCE NO. 2024-047 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT CU24-13 TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU06-55 (ORDINANCE No. 2007-006) TO DEVELOP AN AUTOMOTIVE REPAIR GARAGE AND FULL SERVICE DRIVE-THRU CAR WASH (JIFFY LUBE) FOR BLOCK A, LOT 6A1, GRAPEVINE MILLS CROSSING ADDITION (3500 NORTH GRAPEVINE MILLS BOULEVARD) 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 other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. Ordinance No. 2024-047 2 CU24-13 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Conditional Use Permit CU24-13 to amend the previously approved site plan CU06-55 (Ordinance No. 2007-006) to develop an automotive repair garage with a full service drive-thru car wash (Jiffy Lube) in a district zoned “CC”, Community Commercial District within the following described property: Block A, Lot 6A1, Grapevine Mills Crossing Addition (3500 North Grapevine Mills Boulevard) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. That the City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. That this ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of Ordinance No. 2024-047 3 CU24-13 land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. That any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. That the fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 21st day of May, 2024. APPROVED: ________________________________ William D. Tate Mayor ATTEST: _________________________________ Tara Brooks City Secretary APPROVED AS TO FORM: _________________________________ Matthew C.G. Boyle City Attorney Ordinance No. 2024-047 4 CU24-13 25 ' B U I L D I N G L I N E CA B . A, P G . 8 4 6 6 P. R . T . C . T . 25' BUILDING LINE CAB. A, PG. 8466 P.R.T.C.T. LOT 5A, BLOCK A GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 3, BLOCK B GRAPEVINE VINEYARD CAB. A, SLIDE 11133 P.R.T.C.T. S 01°47'11" W 21.94' S 88°15'39" E 40.06' N 00°34'35" W 16.72' N 87°56'09" E 64.55' S 0 1 ° 4 9 ' 0 1 " W 1 9 0 . 1 0 ' FIRE LANE FIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E TBM X-CUT N:7039505.3 E:2417372.8 ELEV:537.3' TBM X-CUT N:7039874.0 E:2417373.0 ELEV:539.9' TBM X-CUT N:7039587.8 E:2417619.2 ELEV:533.2' GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 6A BLOCK A 1.76 ACRES 76,779 SQ. FT. N 88°09'37" W (269.78') (N 88°11'49" W) (N 0 1 ° 5 0 ' 1 6 " W ) N 0 1 ° 5 2 ' 1 5 " E ( 1 7 7 . 3 6 ' ) (N 0 5 ° 3 9 ' 0 7 " E 5 8 . 3 9 ' ) N 0 6 ° 4 7 ' 2 6 " E 6 0 . 9 8 ' (N 4 5 ° 5 5 ' 0 8 " E 5 9 . 1 7 ' ) N 46 ° 4 4 ' 3 6 " E 5 6 . 3 4 ' (N 80°00'00" E 1 3 1 . 2 8 ' ) N 80°00'42" E 1 3 1 . 3 6 ' S 0 0 ° 3 4 ' 3 5 " E 8 8 . 6 5 ' (S 0 0 ° 3 8 ' 0 5 " E ) S 0 1 ° 4 9 ' 3 8 " W 2 2 3 . 2 9 ' (S 0 1 ° 4 8 ' 1 1 " W 2 2 3 . 2 4 ' ) L1 L2 GRAPEVINE MILLS B O U L E V A R D (VARIABLE WIDTH R I G H T - O F - W A Y ) VOL. 12652, PG. 103 VOL. 12652, PG. 121 D.R.T.C.T. GR A P E V I N E M I L L S P A R K W A Y / F M 2 4 9 9 (V A R I A B L E W I D T H R I G H T - O F - W A Y ) VO L . 9 4 0 4 , P G . 1 0 6 6 D. R . T . C . T . FIRE LANE NO PARKING NO PARKING NO PAR K I N G FUTURE BLDG. A = 11,275 SF FUTURE BLDG. A = 2,346 SF EX. SIGN TYPE E EX. SIGN TYPE H EX. SIGN TYPE D EX. SIGN TYPE E EX. SIGN TYPE CEX. SIGN TYPE BEX. SIGN TYPE A OR B PROP. SIGN TYPE A EX. SIGN TYPE F EX. SIGN TYPE C PROP. SIGN TYPE A 18'24' 9' TY P 19 ' 28 . 1 9 ' 9' 9' 18 ' 25 ' 18 ' 18 ' 25 ' 18 ' 18 ' 27 . 4 ' 18 ' 9' TYP 9' TYP 9' TYP 18 ' 26 ' 18 . 5 0 ' 18 . 5 ' 24 . 8 7 ' 18 . 5 ' 18 ' 18'24'18' 6' 18' 28.03' 18'24'18' 12.54' 9' TY P 9' TY P 9' TY P 18'24' 18'26' 18' 17 . 6 6 ' 24 . 6 7 ' 18'27'18' 12 7 4 17 9 9 11 10 12 12 8 11 10 11 9 5 9 10 10 9 11 11 12 10 11 11 9 12 11 11 10 44 8 9 18 3 24'34.46'18'26'24'24' 30' 32 ' 24 . 5 0 ' 26 ' 18 ' 24 ' 18 ' 18 ' 25 ' 18 ' 18 ' 27 . 4 ' 18 ' 9' TYP 9 18' 21 ' 25 . 5 ' 9' TY P 24' 9' TY P 9' TYP 9' TYP 9' TYP 9' TY P 9' T Y P 9' T Y P 124 7 108 5 9 11 5 9 8 10 1011 9 9 16 5 7 4 9 11 117814 11 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TY P 18'24'18' 8' 9' 24' 3 0 ' 18 ' 24 ' 11 9 24'18' 11 1 9 . 8 6 ' 4 3 . 9 9 ' 1 8 ' 24 ' 24 ' 6 6 24' 18'24'18'18'24'18' 1 8 ' 2 4 ' 1 8 ' 5 7 16 10 8 10 9 88 8 9 1 6 16 6 6 5 10 4 10' 10 ' LANDSCAPE BUFFER LANDSCAPE BUFFER MA S T E R S I T E P L A N 1 OF 16 DA T E No . RE V I S I O N BY DATE: SHEET File No. 2024-006 4/29/2024 CHECKED:DD DRAWN:MBT DESIGN:MBT 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 JI F F Y L U B E AU T O R E P A I R & C A R W A S H GR A P E V I N E , T X 4/29/202 4 COUNTY SURVEY:ABSTRACT NO. TARRANT JAMES GIBSON SURVEY 587 CITY:STATE: GRAPEVINE TX. LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX. 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 S. ELM ST. SUITE #200 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER LOTS 6A, BLOCK A, OF GRAPEVINE MILLS CROSSING, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.76 ACRES ZONING DESCRIPTION: EXISTING ZONING: COMMUNITY COMMERCIAL, C-C ARCHITECT CASCO 12 SUNNEN DR. SUITE #100 ST. LOUIS, MO 63143 PH. 314.238.2036 CONTACT: KEN KAMMERER EMAIL: KEN.KAMMERER@THECDCOMPANIES.COM LANDSCAPE EVERGREEN DESIGN GROUP 15455 DALLAS PKWY SUITE #600 ADDISON, TX 75001 PH. 800.680.6630 CONTACT: RODNEY MCNABB EMAIL: RODNEY@EVERGREENDESIGNGROUP.COM N.T.S. N VICINITY MAP GRAPEVINE BLVD. N. GRAPEVINE BLVD. N. GR A P E V I N E M I L L S P K W Y STARS AND STRIPES WAY BLUFFS LN. SITE PAVILION DEVELOPMENT COMPANY 5605 CARNEGIE BLVD., SUITE 110 CHARLOTTE, NC 28209 PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES 0 GRAPHIC SCALE 1 inch = ft. 80 80 160 80 40 GRAPEVINE MILLS BOULEVARD N GR A P E V I N E M I L L S PA R K W A Y / F M 2 4 9 9 TE X A S 1 2 1 F R O N T A G E R D . GRAPEVINE MILLS BOULEVARD N CASE NAME: JIFFY LUBE CASE NUMBER: CU 24-13 LOCATION : 3500 GRAPEVINE MILLS BOULEVARD NORTH MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 1 OF 16 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT EXISTING BUILDING 2 EXISTING BUILDING 1 EXISTING BUILDING 3 EXISTING BUILDING 4 EXISTING BUILDING 5 EXISTING BUILDING 6 VACANT LOT FUTURE PARKING FUTURE PARKING FUTURE PARKING GA S S T A T I O N PROPOSED BUILDING LOT 1A1 LOT 2A LOT 3A2 LOT 3A1 LOT 5AR1A LOT 5AR2 EXISTING BUILDING 2 LOT 6A LOT 3 PURPOSE OF REQUEST: CONDITIONAL USE REQUEST CU24-13 IS A REQUEST TO AMEND A PLANNED COMMERCIAL CENTER TO DEVELOP A 3,929 AUTOMOTIVE REPAIR GARAGE AND A 2,177 SQUARE FOOT TUNNEL STYLE AUTOMOBILE WASH, WITHIN A 6,106 SQUARE FOOT BUILDING INCLUDING A ROOF CANOPY WITH AN AREA OF 5,292 SQUARE FOOT. TOTAL BUILDING AREA IS 11,398 SQUARE FOOT. PARKING SCHEME: RETAIL (4 SP. PER. 1,00 SF), RESTAURANT IN CENTER (10 ADDL. SPACE PER 1,000 SF), INDOOR COMMERCIAL AMUSEMENT (1 PER 100 SF), REST. WITH DRIVE THRU. (1 PER 50 SF + 12), GAS STATION/CONVENIENCE (5+1 PER 200 SF). 6.41' 19' 9'9'9'9'9'9' 59.38' 5. 0 1 ' 5' 30' 24 ' E X . P A V E M E N T 24 . 5 0 ' 32 ' 9' TYP 9' TY P 15 ' 15 ' 2. 4 6 ' 24 ' 11.3 3 ' 1 0 . 6 7 ' 1 0 . 8 3 ' 20' 23.71' 26 . 2 ' 13.17' D D 25 ' B U I L D I N G L I N E CA B . A, P G . 8 4 6 6 P. R . T . C . T . EX. 25' ACCESS, DRAINAGE & UTILITY EASEMENT EX. 25' ACCESS, DRAINAGE & UTILITY EASEMENT EX . 2 5 ' A C C E S S , DR A I N A G E & U T I L I T Y EA S E M E N T LOT 3, BLOCK B GRAPEVINE VINEYARD S 01°47'11" W 21.94' S 88°15'39" E 40.06' N 00°34'35" W 16.72' N 87°56'09" E 64.55' S 0 1 ° 4 9 ' 0 1 " W 1 9 0 . 1 0 ' FIRE LANE FIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E TBM X-CUT N:7039874.0 E:2417373.0 ELEV:539.9' TBM X-CUT N:7039587.8 E:2417619.2 ELEV:533.2' SDMH-RIM=531.9' FL-18"RCP=527.9' (NE) SDMH-RIM=530.1' PIT = 525.7' FL-27"RCP (NE) FL-18"RCP (S) SDMH-RIM=536.9' FL-30"RCP=531.9' (NE) GRATE INLET-RIM=539.5' FL-30"RCP=534.5' (W) SDMH-RIM=539.4' (INACCESSIBLE) SDMH-RIM=539.7' (INACCESSIBLE) SSMH-RIM=532.0' FL-6"PVC=522.1' (SE) GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 6A BLOCK A 1.76 ACRES 76,779 SQ. FT. 5 3 5 53 3 53 4 53 2 53 3 53 4 53 5 53 6 53 7 53 8 539 54 054 1 5 3 5 53 6 5 3 7 538 53 9 54 0 54 0 54 0 5 3 9 54 0 540 53 6 5 3 5 5 3 6 5 3 5 5 3 4 5 3 2 535 53 6 5 3 7 53 8 53 9 533 534 5 3 2 531 5 3 0 53 1 532 533 534 534 536 53 5 537 53 8 53 9 5 3 2 53 3 532 5 3 1 532535 538 536537 539 54 1 541 540 53 9 53 7 53 8 54 0 534 53 6 534 533 53 2 53 1 535 534 N 88°09'37" W (269.78') (N 88°11'49" W) (N 0 1 ° 5 0 ' 1 6 " W ) N 0 1 ° 5 2 ' 1 5 " E ( 1 7 7 . 3 6 ' ) (N 0 5 ° 3 9 ' 0 7 " E 5 8 . 3 9 ' ) N 0 6 ° 4 7 ' 2 6 " E 6 0 . 9 8 ' (N 4 5 ° 5 5 ' 0 8 " E 5 9 . 1 7 ' ) N 4 6 ° 4 4 ' 3 6 " E 5 6 . 3 4 ' (N 80°00'00 " E 1 3 1 . 2 8 ' ) N 80°00'42" E 1 3 1 . 3 6 ' S 0 0 ° 3 4 ' 3 5 " E 8 8 . 6 5 ' (S 0 0 ° 3 8 ' 0 5 " E ) S 0 1 ° 4 9 ' 3 8 " W 2 2 3 . 2 9 ' (S 0 1 ° 4 8 ' 1 1 " W 2 2 3 . 2 4 ' ) 5/8" CIRF RPLS 5199" CIRS CIRS 5/8" IRF CIRS ALUMINUM TXDOT MONUMENT FOUND ALUMINUM TXDOT MONUMENT FOUND ALUMINUM TXDOT MONUMENT FOUND 5/8" IRF L1 L2 5/8" CIRF "PEISER AND MANKIN SURVEYING" 1/2" IRF "X" CUT FOUND 53 4 5 3 3 5 3 2 5' X 10' UTILITY EASEMENT CAB. A, PG. 11133 P.R.T.C.T. UTILITY & DRAINAGE EASEMENT CAB. A, PG. 11865 P.R.T.C.T. EX . 2 5 ' A C C E S S , DR A I N A G E & U T I L I T Y EA S E M E N T 53 4 53 2 53 3 53 6 GRAPEVINE MILLS B O U L E V A R D (VARIABLE WIDTH R I G H T - O F - W A Y ) VOL. 12652, PG. 10 3 VOL. 12652, PG. 12 1 D.R.T.C.T. GR A P E V I N E M I L L S P A R K W A Y / F M 2 4 9 9 (V A R I A B L E W I D T H R I G H T - O F - W A Y ) VO L . 9 4 0 4 , P G . 1 0 6 6 D. R . T . C . T . UNIDENTIFIED EASEMENT UNIDENTIFIED EASEMENT FIRE LANE ZONING: CC LAND USED: RETAIL LOT 5A, BLOCK A GRAPEVINE MILLS ADDITION ZONING: CC LAND USED: RETAIL LOT 3, BLOCK B GRAPEVINE VINEYARD ADDITION 2. 4 6 ' 80' 45 ' 10 1 . 4 2 ' ROOF CANOPY LINE ROOF CANOPY LINE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE (TYP) 1 1 1 1 23TYP.TYP. 4TYP. 5 TYP. 6 6 6 7 8 8 9 9 7 4 9 10 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 1 12 12 13 13 14 12 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 R25 ' R 2 0 . 5 ' R25 ' R50 ' R 2 5 ' R20 ' R10 ' R 8 ' R4 ' R 4 ' R4' R25' 4 24'18' R 2 5 ' 14' 9 9 9' TY P 9' TY P R49' R25' R 5 ' R 5 4 ' R 1 5 . 5 ' 25'21.45'95.97' 15 ' 27 . 4 3 ' R15 ' R25 'R33 ' R 3 0 ' R 4 9 ' R 2 5 ' 80.82'93' 27.15'19 . 2 5 ' 5 4 . 0 1 ' 6 1 . 8 3 ' 20' TYP 64 . 3 ' 14 ' 12 ' 11 . 5 ' 25' LANDSCA P E B U F F E R 2 5 ' L A N D S C A P E B U F F E R NO PARKING NO PARKING T PROPOSED BUILDING A = 3,929 SF FFE = 535.50 WASH BAY A = 2,177 SF FFE = 535.00 MONUMENT SIGN MONUMENT SIGN ROOF CANOPY A = 5,292 SF & B U I L D I N G S E T B A C K & BUILDING S E T B A C K 57.76' 63 . 6 5 ' 24 . 7 3 ' 5. 7 8 ' 2 4 . 3 3 ' 61.39' R 1 0 ' 8 8 8 11.3 3 ' 8.26 ' 20' 28 . 4 1 ' 1 EX. ACCESS, DRAINAGE & UTILITY EASEMENT TO BE ABANDONED BY FUTURE PLAT (TYP) EX. ACCESS, DRAINAGE & UTILITY EASEMENT TO BE ABANDONED BY FUTURE PLAT (TYP) EX. ACCESS, DRAINAGE & UTILITY EASEMENT TO BE ABANDONED BY FUTURE PLAT (TYP) 1 1 1 PROP. FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT BY FUTURE PLAT (TYP) PROP. FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT BY FUTURE PLAT (TYP) PROP. FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT BY FUTURE PLAT (TYP)ROOF CANOPY LINE 16 17 10 ' LANDSCAPE BUFFER LANDSCAPE BUFFER 10' 10' DI M E N S I O N A L C O N T R O L SI T E P L A N 2 OF 16 PL O T T E D B Y DE N G T O R R E S 4/ 2 9 / 2 0 2 4 9 : 3 0 A M DW G N A M E Z: \ P R O J E C T S \ 2 0 2 4 - 0 0 6 P A V I L I O N D E V E L O P M E N T C O . A U T O D E V . G R A P E V I N E \ C A D D \ S H E E T S \ 2 O F 1 6 D I M E N S I O N A L C O N T R O L S I T E P L A N . D W G LA S T S A V E D 4/ 2 9 / 2 0 2 4 9 : 2 8 A M XR E F S $ ( X R E F S ) ? ? IM A G E S $ ( I M A G E S ) ? ? DA T E No . RE V I S I O N BY DATE: SHEET File No. 2024-006 4/29/2024 CHECKED:DD DRAWN:MBT DESIGN:MBT 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 JI F F Y L U B E AU T O R E P A I R & C A R W A S H GR A P E V I N E , T X 4/29/202 4 COUNTY SURVEY:ABSTRACT NO. TARRANT JAMES GIBSON SURVEY 587 CITY:STATE: GRAPEVINE TX. LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX. 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 S. ELM ST. SUITE #200 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER LOTS 6A, BLOCK A, OF GRAPEVINE MILLS CROSSING, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.76 ACRES ZONING DESCRIPTION: EXISTING ZONING: COMMUNITY COMMERCIAL, C-C ARCHITECT CASCO 12 SUNNEN DR. SUITE #100 ST. LOUIS, MO 63143 PH. 314.238.2036 CONTACT: KEN KAMMERER EMAIL: KEN.KAMMERER@THECDCOMPANIES.COM LANDSCAPE EVERGREEN DESIGN GROUP 15455 DALLAS PKWY SUITE #600 ADDISON, TX 75001 PH. 800.680.6630 CONTACT: RODNEY MCNABB EMAIL: RODNEY@EVERGREENDESIGNGROUP.COM N.T.S. N VICINITY MAP GRAPEVINE BLVD. N. GRAPEVINE BLVD. N. GR A P E V I N E M I L L S P K W Y STARS AND STRIPES WAY BLUFFS LN. SITE 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 PAVILION DEVELOPMENT COMPANY 5605 CARNEGIE BLVD., SUITE 110 CHARLOTTE, NC 28209 PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES CONSTRUCTION SCHEDULE SAW CUT FULL DEPTH EXISTING PAVEMENT HANDICAP SYMBOL PAVEMENT STRIPING HANDICAP SIGN CURB STOP SIDEWALK PROPOSED DUMPSTER AREA AND ENCLOSURE RAMP 12:1 MAX. SLOPE 4" PARKING STALL STRIPING COLOR: WHITE (TYP) EXISTING PAVEMENT EXISTING CURB & GUTTER EXISTING SIDEWALK EXISTING FIRE HYDRANT EXISTING RAMP LANDSCAPE AREA OIL / WATER / SAND SEPARATOR WATER RECLAMATION TANKS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEGEND LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT HEAVY DUTY FIRE LANE PAVEMENT HEAVY DUTY EXISTING FIRE LANE PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED DUMPSTER CONCRETE PAVING PROPOSED CONCRETE CURB AND GUTTER PROPERTY LINE FULL-DEPTH SAWCUT FIRE LANE EASEMENT LINE PARKING COUNT10 PURPOSE OF REQUEST: CONDITIONAL USE REQUEST CU24-13 IS A REQUEST TO AMEND A PLANNED COMMERCIAL CENTER TO DEVELOP A 3,929 AUTOMOTIVE REPAIR GARAGE AND A 2,177 SQUARE FOOT TUNNEL STYLE AUTOMOBILE WASH, WITHIN A 6,106 SQUARE FOOT BUILDING INCLUDING A ROOF CANOPY WITH AN AREA OF 5,292 SQUARE FOOT. TOTAL BUILDING AREA IS 11,398 SQUARE FOOT. SITE PLAN DATA SUMMARY TABLE ITEM Required Proposed Zoning CC Land Use Auto Repair and Carwash Total Lot Area (SF and AC)1.76 AC (76,779 SF) First Floor-Bldg Footprint area (SF) 6,106 SF Total Building Area (SF)6,106 SF Building Height 32' - 3" Floor Area Ratio 1:125 MAX 7.95% PARKING Parking Ratio 1 PER 125 SF Accessible Parking (# of spaces)32 36 LANDSCAPE PLAN DATA SUMMARY TABLE Landscape Area Landscape Perimeter Area (SF)10,457 18,775 Interior Landscape Area-Parking Lot Landscaping (SF) 583 1,722 Additional Interior Landscape Area 0 0 Other Landscape Area within the lot (SF) 477 525 Total Landscape Area 11,517 21,022 Impervious Area Building Footprint Area (SF)6,106 SF Area of Sidewalks, Pavement & other Impervious Flatwork (SF) 50,130 SF Total Open Space (SF and Percentage)15,366 SF (20%)21,022 SF (27.40%) Total Impervious Area (SF and Percentage) 55,757 SF (72.60%) NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL RADII ARE 3' UNLESS OTHERWISE SPECIFIED. 3.REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 4.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. 5.OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 6.THE MASONRY REQUIREMENTS OF SECTION 54 OF THE ZONING ORDINANCE SHALL BE MET. 7.ILLUMINATED SIGNAGE WAS INCLUDED IN THE DETERMINATION OF THE SITE ILLUMINATION LEVELS. 8.OUTDOOR LIGHTING SHALL COMPLY WITH ILLUMINATION STANDARDS WITHIN SECTION 55 OF THE ZONING ORDINANCE UNLESS SPECIFICALLY EXCEPTED. 9.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. 10.ALL ONSITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 11.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, ODOROUS MATTER, FIRE OR EXPLOSIVE HAZARD MATERIAL, TOXIC AND NOXIOUS MATTER, VIBRATION, AND/OR OTHER PERFORMANCE STANDARDS. 12.ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 13.LIGHT FIXTURES INCLUDING THE BASE MAY NOT EXCEED 30-FEET OR THE HEIGHT, OR THE BUILDING, HEIGHT WHICHEVER IS LESS. 14.ALL LIGHT FIXTURES SHALL BE RECESSED TO PREVENT GLARE. CASE NAME: JIFFY LUBE CASE NUMBER: CU 24-13 LOCATION : 3500 GRAPEVINE MILLS BOULEVARD NORTH MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 2 OF 16 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT Site Plan/Landscape Plan/Photometric Plan/Facade Plan for The Pavilion Development Company Lot 6A, Block A, of Grapevine Mills Crossing 1.76 AC or 76,779 SF Zone: "CC" Community Commercial, Proposed Auto Repair & Carwash Date of Preparation: March 21, 2024 25 ' B U I L D I N G L I N E CA B . A, P G . 8 4 6 6 P. R . T . C . T . 25' BUILDING LINE CAB. A, PG. 8466 P.R.T.C.T. LOT 5A, BLOCK A GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 3, BLOCK B GRAPEVINE VINEYARD CAB. A, SLIDE 11133 P.R.T.C.T. S 01°47'11" W 21.94' S 88°15'39" E 40.06' N 00°34'35" W 16.72' N 87°56'09" E 64.55' S 0 1 ° 4 9 ' 0 1 " W 1 9 0 . 1 0 ' FIRE LANE FIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 6A BLOCK A 1.76 ACRES 76,779 SQ. FT. N 88°09'37" W (269.78') (N 88°11'49" W) (N 0 1 ° 5 0 ' 1 6 " W ) N 0 1 ° 5 2 ' 1 5 " E ( 1 7 7 . 3 6 ' ) (N 0 5 ° 3 9 ' 0 7 " E 5 8 . 3 9 ' ) N 0 6 ° 4 7 ' 2 6 " E 6 0 . 9 8 ' (N 4 5 ° 5 5 ' 0 8 " E 5 9 . 1 7 ' ) N 46 ° 4 4 ' 3 6 " E 5 6 . 3 4 ' (N 80°00'00 " E 1 3 1 . 2 8 ' ) N 80°00'42" E 1 3 1 . 3 6 ' S 0 0 ° 3 4 ' 3 5 " E 8 8 . 6 5 ' (S 0 0 ° 3 8 ' 0 5 " E ) S 0 1 ° 4 9 ' 3 8 " W 2 2 3 . 2 9 ' (S 0 1 ° 4 8 ' 1 1 " W 2 2 3 . 2 4 ' ) L1 L2 GRAPEVINE MILLS B O U L E V A R D (VARIABLE WIDTH R I G H T - O F - W A Y ) VOL. 12652, PG. 103 VOL. 12652, PG. 121 D.R.T.C.T. GR A P E V I N E M I L L S P A R K W A Y / F M 2 4 9 9 (V A R I A B L E W I D T H R I G H T - O F - W A Y ) VO L . 9 4 0 4 , P G . 1 0 6 6 D. R . T . C . T . UNIDENTIFIED EASEMENT UNIDENTIFIED EASEMENT FIRE LANE NO PARKING NO PARKING T PROPOSED BUILDING A = 3,929 SF FFE = 535.50 WASH BAY A = 2,177 SF FFE = 535.00 E X . 8 " S E W E R L I N E EX . 8 " W A T E R L I N E EX . 1 2 " W A T E R L I N E EX . 1 8 " S T O R M L I N E EX . 2 7 " S T O R M L I N E EX . 2 4 " S T O R M L I N E MONUMENT SIGN MONUMENT SIGN ROOF CANOPY A = 5,292 SF (51) MP (46) AG (16) MP (42) AG (1) UC (1) UC (1) UC (1) UC (1) QS (3) QS (3) QV (3) QV (1) QV (1) UC (1) QV (2) UC (2) QV (3) QS (2) QV (35) AG (1) UC (2) UC (12) MP (6) MP (67) MP (67) MP DA T E No . RE V I S I O N BY DATE: SHEET File No. 2024-006 3/1/2024 CHECKED:RM DRAWN:SWS DESIGN:SWS 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 JI F F Y L U B E AU T O R E P A I R & C A R W A S H GR A P E V I N E , T X COUNTY SURVEY:ABSTRACT NO. TARRANT JAMES GIBSON SURVEY 587 CITY:STATE: GRAPEVINE TX. LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX. 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 S. ELM ST. SUITE #200 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER LOTS 6A, BLOCK A, OF GRAPEVINE MILLS CROSSING, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.76 ACRES ZONING DESCRIPTION: EXISTING ZONING: COMMUNITY COMMERCIAL, C-C ARCHITECT CASCO 12 SUNNEN DR. SUITE #100 ST. LOUIS, MO 63143 PH. 314.238.2036 CONTACT: KEN KAMMERER EMAIL: KEN.KAMMERER@THECDCOMPANIES.COM LANDSCAPE EVERGREEN DESIGN GROUP 15455 DALLAS PKWY SUITE #600 ADDISON, TX 75001 PH. 800.680.6630 CONTACT: STEPHEN SALES EMAIL: STEPHEN@EVERGREENDESIGNGROUP.COM VICINITY MAP N.T.S. N VICINITY MAP GRAPEVINE BLVD. N. GRAPEVINE BLVD. N. GR A P E V I N E M I L L S P K W Y STARS AND STRIPES WAY BLUFFS LN. SITE PAVILION DEVELOPMENT COMPANY 5605 CARNEGIE BLVD., SUITE 110 CHARLOTTE, NC 28209 PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES CU24-13 3500 GRAPEVINE MILLS BOULEVARD NORTH (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P . H IA E N SSTEH C CT T E SA P ET S T A I REG 03 O F 4 7 ET X L R LDRE CAANDS W EP A E S ETS LP-1 LA N D S C A P E P L A N T I N G IRRIGATION CONCEPT 1. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED AND QUALIFIED IRRIGATION CONTRACTOR. 2. THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. 3. ALL NON-TURF PLANTED AREAS SHALL BE DRIP IRRIGATED. SODDED AND SEEDED AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD-TO-HEAD COVERAGE. 4. ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE PLACED ON A VALVE DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT HYDROZONE. 5. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER POSSIBLE), RAIN SENSORS, AND MULTI-PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. ROOT BARRIERS MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), OVER LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). CITY OF GRAPEVINE 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. GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). c. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. LANDSCAPE CALCULATIONS TOTAL SITE AREA:76,779 SF (1.76 AC) ZONING:CC (COMMUNITY COMMERCIAL DISTRICT LANDSCAPE AREA REQUIRED:15,356 SF (20% OF SITE AREA) TOTAL LANDSCAPE AREA PROVIDED:21,130 SF (27.5% OF SITE AREA) NON-VEHICULAR OPEN SPACE PROVIDED: 18,248 SF (23.8% OF SITE AREA) LANDSCAPE AREA REQUIRED IN FRONT YARD: 5,759 SF (50% OF REQUIRED LANDSCAPE) LANDSCAPE AREA PROVIDED IN FRONT YARD: 13,534 SF (88.1% OF REQUIRED LANDSCAPE) TOTAL TREES REQUIRED:29 TREES TOTAL TREES PROVIDED:29 TREES PROPOSED TOTAL PERIMETER:1,100 LINEAR FEET TOTAL TREES REQUIRED:22 (1 TREE PER 50 LINEAR FEET) NORTH - 254 LF TREES REQUIRED:5 TREES PROVIDED:5 EAST - 312 LF TREES REQUIRED:6 TREES PROVIDED:6 SOUTH - 270 LF TREES REQUIRED:6 TREES PROVIDED:6 WEST - 265 LF TREES REQUIRED:5 TREES PROVIDED:5 TOTAL TREES PROVIDED:22 NON-VEHICULAR OPEN SPACE TREES REQUIRED IN REQUIRED LANDSCAPE: 7 TREES (1 TREE PER 2500 SF) TREES PROVIDED:7 TREES PROPOSED VEHICULAR USE AREAS PARKING SPACES:24 SPACES GROSS PARKING AREA:5,826 SF LANDSCAPE AREA REQUIRED: 583 SF (10% OF VUA) LANDSCAPE AREA PROVIDED: 1,722 SF TREES REQUIRED IN INTERIOR PARKING AREAS: 2 TREES (1 PER 400 SF REQUIRED LANDSCAPE) TREES PROVIDED IN INTERIOR PARKING AREAS: 3 TREES PROPOSED PERIMETER HEDGE REQUIRED:CONTINUOUS 30" HEIGHT AT PLANTING PERIMETER HEDGE PROVIDED:AS REQUIRED TREES REQUIRED IN PERIMETER PARKING AREAS: 19 TREES (1 PER 50 LF - 934 LF) TREES PROVIDED IN PERIMETER PARKING AREAS: 19 TREES PROPOSED SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER CAL/DBH HEIGHT CANOPY TREES QS 7 QUERCUS SHUMARDII SHUMARD RED OAK CONT.3" CAL MIN 12` HT MIN QV 12 QUERCUS VIRGINIANA SOUTHERN LIVE OAK CONT.3" CAL MIN 12` HT MIN UC 10 ULMUS CRASSIFOLIA CEDAR ELM CONT.3" CAL MIN 12` HT MIN SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SPACING HEIGHT SHRUBS AG 123 ABELIA X GRANDIFLORA GLOSSY ABELIA 5 GAL 36" OC 24" HT MIN MP 221 MYRICA PUSILLA DWF. WAX MYRTLE 5 GAL 36" OC 24" HT MIN SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE SPACING HEIGHT GROUND COVERS SOD/SEED SOD 17,985 SF CYNODON DACTYLON `TIFTUF` TIFTUF BERMUDA GRASS SOD PLANTBSCHEDULE PROPERTY LINE EDGING BETWEEN SHRUB AREA AND TURF (TYP) PROPERTY LINE PROPERTY LINE PROPERTY LINE Scale 1" = 30' 15'60'30'0' 10'-0" LANDSCAPE BUFFER 10'-0" LANDSCAPE BUFFER 3 16 DA T E No . RE V I S I O N BY DATE: SHEET File No. 2024-006 3/1/2024 CHECKED:RM DRAWN:SWS DESIGN:SWS 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 JI F F Y L U B E AU T O R E P A I R & C A R W A S H GR A P E V I N E , T X COUNTY SURVEY:ABSTRACT NO. TARRANT JAMES GIBSON SURVEY 587 CITY:STATE: GRAPEVINE TX. LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX. 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 S. ELM ST. SUITE #200 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER LOTS 6A, BLOCK A, OF GRAPEVINE MILLS CROSSING, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.76 ACRES ZONING DESCRIPTION: EXISTING ZONING: COMMUNITY COMMERCIAL, C-C ARCHITECT CASCO 12 SUNNEN DR. SUITE #100 ST. LOUIS, MO 63143 PH. 314.238.2036 CONTACT: KEN KAMMERER EMAIL: KEN.KAMMERER@THECDCOMPANIES.COM LANDSCAPE EVERGREEN DESIGN GROUP 15455 DALLAS PKWY SUITE #600 ADDISON, TX 75001 PH. 800.680.6630 CONTACT: STEPHEN SALES EMAIL: STEPHEN@EVERGREENDESIGNGROUP.COM VICINITY MAP N.T.S. N VICINITY MAP GRAPEVINE BLVD. N. GRAPEVINE BLVD. N. GR A P E V I N E M I L L S P K W Y STARS AND STRIPES WAY BLUFFS LN. SITE PAVILION DEVELOPMENT COMPANY 5605 CARNEGIE BLVD., SUITE 110 CHARLOTTE, NC 28209 PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES CU24-13 3500 GRAPEVINE MILLS BOULEVARD NORTH (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P . H IA E N SSTEH C C T T E SA P ET S T A I REG 03 O F 4 7 ET X L R LD RE CAANDS W EP A E S ETS 4 X 2X 3 2 1 5 6 7 4 1 2 3 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. MULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 3" HIGH EARTHEN WATERING BASIN. 5 6 7 SHRUB AND PERENNIAL PLANTING SCALE: NTSE 8 WEED FABRIC UNDER MULCH. 8 PLANTING SPECIFICATIONS FINISH GRADE.4 4 3 2 1 NOTES: 1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. MULCH, TYPE AND DEPTH PER PLANS.3 TAPERED STEEL STAKES.2 ROLLED-TOP STEEL EDGING PER PLANS.1 C SCALE: NOT TO SCALE STEEL EDGING TURF (WHERE SHOWN ON PLAN).4 PLANT.3 MULCH LAYER.2 CURB.1 1 432 OF MATURE CANOPY 24" MIN. TO EDGE DISTANCE PER PLAN B SCALE: NOT TO SCALE PLANTING AT PARKING AREA TREE PLANTING SCALE: NOT TO SCALEA 5 6 7 4 1 8 9 11 10 12 PREVAILING WINDS NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2"-4" ABOVE FINISH GRADE. 3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4. REMOVE ALL NURSERY STAKES AFTER PLANTING. 5. FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. 1 2 3 TREE CANOPY. CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. PRESSURE-TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 4" HIGH EARTHEN WATERING BASIN. TRUNK FLARE. CONIFEROUS TREE PREVAILING WINDS STAKING EXAMPLES (PLAN VIEW) 2 4 6 7 8 9 10 11 1 4 3X ROOTBALL DIA. 5 2 3 5 12 NON-CONIFEROUS TREE 13 13 FINISH GRADE. ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALED GENERAL A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD. B. SCOPE OF WORK 4. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 6. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A. ALL MANUFACTURED PRODUCTS SHALL BE NEW. B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS: 1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). 3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED ON THE PLANTING LEGEND. BARE-ROOT TREES ARE NOT ACCEPTABLE. 4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 7. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS. 8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. F. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED. G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW). H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. I. TREE STAKING AND GUYING 1. STAKES: 6' LONG GREEN METAL T-POSTS. 2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER. 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. L. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL. M. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A. SOIL PREPARATION 1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2. SOIL TESTING: a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. c. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE SEED, AS WELL AS PRE-PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F. iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD. iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE iv. IRON SULPHATE - 2 LBS. PER CU. YD. 5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B. SUBMITTALS 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE APPROPRIATE). 3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). 4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING CONSIDERED. C. GENERAL PLANTING 1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3. TRENCHING NEAR EXISTING TREES: a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. c. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. D. TREE PLANTING 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL. 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a. 1"-2" TREES TWO STAKES PER TREE b. 2-1/2"-4" TREES THREE STAKES PER TREE c. TREES OVER 4" CALIPER GUY AS NEEDED d. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS). E. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED BARRIER CLOTH IN PLACE. 3. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PLANTING AREA. F. SODDING 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. G. HYDROMULCHING 1. TURF HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a. WINTER MIX (OCTOBER 1 - MARCH 31) 50# CELLULOSE FIBER MULCH 2# UNHULLED BERMUDA SEED 2# ANNUAL RYE SEED 15# 15-15-15 WATER SOLUBLE FERTILIZER b. SUMMER MIX (APRIL 1 - SEPTEMBER 30) 50# CELLULOSE FIBER MULCH 2# HULLED BERMUDA SEED 15# 15-15-15 WATER SOLUBLE FERTILIZER 2. SEED HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: a. GENERAL 50# CELLULOSE FIBER MULCH 15# 15-15-15 WATER SOLUBLE FERTILIZER SEED RATE PER LEGEND H. DRILL SEEDING 1. ALL SEED SHALL BE DRILL SEEDED AT THE RATES SHOWN ON THE PLANS, WITH A HYDROMULCH MIX APPLIED AFTER SEEDING. 2. THE HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS: 50# CELLULOSE FIBER MULCH 15# 15-15-15 WATER SOLUBLE FERTILIZER 4# ORGANIC BINDER I. MULCH 1. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND TREE RINGS. 2. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, EXCEPT AS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. J. CLEAN UP 1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. K. INSPECTION AND ACCEPTANCE 1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. L. LANDSCAPE MAINTENANCE 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER. 3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. M. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. N. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. TYPICAL CURB AND GUTTER TYPICAL PLANTING AREA LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TREE CANOPY TREE TRUNK TYPICAL WALKWAY OR PAVING1 2 3 4 5 6 1 4 2 3 5 6 5' 5' 5' 5' OPEN LANDSCAPE TO 10' PARKWAY OR ISLAND NOTES: 1) INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. 2) BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. LA N D S C A P E D E T A I L S & SP E C I F I C A T I O N S LP-2 4 16 T.O. PARAPET EL: 119'-6" T.O. PARAPET EL: 122'-2" FINISH FLOOR EL: 100'-0" T.O. PARAPET EL: 119'-6" FINISH FLOOR EL: 100'-0" T.O. PARAPET EL: 122'-6" T.O. PARAPET EL: 122'-6" FINISH FLOOR EL: 100'-0" T.O. PARAPET EL: 122'-6" FINISH FLOOR EL: 100'-0" T.O. PARAPET EL: 119'-6" T.O. PARAPET EL: 122'-6" SCALE: 3 A-4 EXTERIOR ELEVATION - REAR (SOUTH) 1/8" = 1'-0" SCALE: 2 A-4 EXTERIOR ELEVATION - LEFT SIDE (EAST) 1/8" = 1'-0" SCALE: 1 A-4 EXTERIOR ELEVATION - FRONT (NORTH) 1/8" = 1'-0" SCALE: 4 A-4 EXTERIOR ELEVATION - RIGHT SIDE (WEST) 1/8" = 1'-0" GENERAL NOTE: 1.ALL COLOR NAMES INDICATED ARE FOR SELECTION PURPOSES ONLY. SEE PAINT SPECS FOR SPECIFIC REQUIREMENTS. DESCRIPTION: (ALL "SHERWIN / WILLIAMS" NUMBERS 'SW' COLORS) 2.APPLY CLEAR COAT (E04) OVER "LUXURIOUS RED" (E01) ON EXTERIOR APPLICATIONS. 3.ALL SECURITY CAMERA LOCATIONS ARE FOR ILLUSTRATION PURPOSES ONLY. ALL FINAL LOCATIONS TO BE COORDINATED WITH SECURITY VENDOR. 4.REFER TO THE PHOTOMETRICS PLAN FOR ALL LIGHTING INFORMATION. 5.REFER TO SHEET A-5.0 FOR ALL REFUSE ENCLOSURE DETAILS. EXTERIOR FINISH SCHEDULE:MATERIAL MFR #COLOR PAINT (SATIN / SEMI-GLOSS)SW7674 PEPPERCORN SW7666 FLUER DE SEL MARK PAINT (SEMI-GLOSS) SW6314 LUXURIOUS RED EXT. : SIGN POLES / FENCES / EXT. DOORS AND TRIM EXT. : EIFS EXT. : HANDRAILS / GUARD RAILS / TRAFFIC BOLLARDS CLEAR COAT SHER-CLEAREXT. : APPLY OVER RED E01. (EXTERIOR LOCATIONS ONLY) E01 E02 E03 E04 PAINT (SEMI-GLOSS) PAINT (SEMI-GLOSS) ALL SIGNAGE SHOWN IS FOR ILLUSTRATION PURPOSES ONLY. ALL SIGNAGE IS UNDER SEPARATE PERMIT AND FINAL DESIGN AND PLACEMENT IS BY SIGNAGE VENDOR. GC MUST COORDINATE FINAL ELECTRICAL LOCATIONS WITH SIGN VENDOR. DISCONNECT AND METER SYSTEM, SEE ELECTRICAL. PAINT TO MATCH E02 WRAP EIFS AROUND SIDE TO BACK OF PARAPET, SEE 5/A-7 SIGNAGE AREA. PROVIDED AND INSTALLED BY SIGN VENDOR, SEE 9/A-7.2 SIGNAGE BLOCKING, COORDINATE EXTENT AND FINAL LOCATION WITH SIGNAGE VENDOR, TYP. CANOPY BY SIGN VENDOR J-BOX LOCATIONS FOR SECURITY CAMERA, 10'-0" AFF, TYP. DARK BRONZE ANODIZED ALUMINUM STOREFRONT WITH 1" INSULATED CLEAR SAFETY GLAZING, TYP. METAL PARAPET CAP, COLOR TO MATCH , TYP.E02 6'-0"6'-0" GAS METER, NO PAINT SEE PLUMBING PAINT GAS LINE TO MATCH WALL COLOR. WATER METER, SEE PLUMBING WEATHER SEAL GAS LINE, SEE PLUMBING FOR CONTINUATION 9'-6"DOOR & FRAME PAINTED TYP. WITH DRIP CAP E02 EXTERNAL ROOF LADDER PARAPET OPENING SEE A-3. EXTERNAL ROOF LADDER, SEE 3/A-7.2, PAINT E02 ACM FASCIA PANEL OVER DOOR, BY SIGN VENDOR, TYP. G.C. TO PROVIDE 3/4" PLYWOOD BLOCKING AT FASCIA PANEL LOCATIONS, SEE 9/A-7.2, SIM. WALL PACK, TYP. SEE ELECTRICAL FOR MORE INFORMATION SECTIONAL OVERHEAD DOORS WITH CLEAR SAFETY GLAZING, PRE-FINISHED MULLIONS AND SOLID PANELS, COLOR: CLOPAY "CHARCOAL", TYP. SECTIONAL OVERHEAD DOORS WITH CLEAR SAFETY GLAZING, PRE-FINISHED MULLIONS AND SOLID PANELS, COLOR: CLOPAY "CHARCOAL", TYP. 4" DIA. PAINTED PIPE BOLLARD FILLED W/ CONCRETE, SEE 10/A-5 METAL DOWNSPOUT, COLOR TO MATCH , TIE TO UNDERGROUND STORM SEWER, SEE A-3 FOR SIZE AND LOCATION, TYP E01 E02 STANDARD SECTIONAL OVERHEAD DOORS, SOLID PANELS, COLOR: CLOPAY "CHARCOAL", TYP. COILING OVERHEAD DOOR INTAKE LOUVER, SEE 5/A-7.0 & MECHANICAL, PAINT TO MATCH WALL BACK SIDE OF PARAPET WALL BEYOND LINE OF ROOF BEYOND PRIMARY AND OVERFLOW SCUPPER OPENINGS, SEE A-3 4' - 0 " EIFS PAINTED, TYP. SANDPEBBLE FINE FINISH EIFS PAINTED, TYP. SANDPEBBLE FINE FINISH 4" DIA. PAINTED PIPE BOLLARD FILLED W/ CONCRETE, SEE 10/A-5 E01DOOR & FRAME PAINTED TYP. WITH DRIP CAP E02 SECTIONAL OVERHEAD DOORS, SOLID PANELS, COLOR: CLOPAY "CHARCOAL", TYP. METAL DOWNSPOUT, COLOR TO MATCH , TIE TO UNDERGROUND STORM SEWER, SEE A-3 FOR SIZE AND LOCATION, TYP E02 METAL DOWNSPOUT, COLOR TO MATCH , TIE TO UNDERGROUND STORM SEWER, SEE A-3 FOR SIZE AND LOCATION, TYP E02 PRIMARY AND OVERFLOW SCUPPER OPENINGS, SEE A-3 SIGNAGE AREA. PROVIDED AND INSTALLED BY SIGN VENDOR, SEE 9/A-7.2 SIGNAGE BLOCKING, COORDINATE EXTENT AND FINAL LOCATION WITH SIGNAGE VENDOR, TYP. SIGNAGE AREA. PROVIDED AND INSTALLED BY SIGN VENDOR, SEE 9/A-7.2 SIGNAGE BLOCKING, COORDINATE EXTENT AND FINAL LOCATION WITH SIGNAGE VENDOR, TYP. METAL PARAPET CAP, COLOR TO MATCH , TYP.E02 METAL PARAPET CAP, COLOR TO MATCH , TYP.E02 METAL PARAPET CAP, COLOR TO MATCH , TYP.E02 1' - 6 " 7'-8" 6"6" 1' - 0 " TY P . 1' - 6 " 7'-0" 6"6" 1' - 0 " TY P . ACM FASCIA PANEL OVER DOOR, BY SIGN VENDOR, TYP. OF (4). G.C. TO PROVIDE 3/4" PLYWOOD BLOCKING AT FASCIA PANEL LOCATIONS, SEE 9/A-7.2, SIM. DARK BRONZE ANODIZED ALUMINUM STOREFRONT WITH 1" INSULATED CLEAR SAFETY GLAZING, TYP. DARK BRONZE ANODIZED ALUMINUM STOREFRONT WITH 1" INSULATED CLEAR SAFETY GLAZING, TYP. 10 ' - 0 " T Y P . WALL PACK, TYP. SEE ELECTRICAL FOR MORE INFORMATION CANOPY BY SIGN VENDOR E06 EIFS PAINTED, TYP. SANDPEBBLE FINE FINISH EIFS PAINTED, TYP. SANDPEBBLE FINE FINISH 12'-0"12'-0" FINISH MATERIAL % EIFS 907 SF (32.5%) NICHIHA 1,112 SF (39.9%) GLAZING 48 SF (1.7%) MISC 721 SF (25.9%) TOTAL 2,788 SF (100%) 10 ' - 0 " T Y P . DOOR & FRAME PAINTED TYP. WITH DRIP CAP E02 SIGNAGE AREA. PROVIDED AND INSTALLED BY SIGN VENDOR, SEE 9/A-7.2 SIGNAGE AREA. PROVIDED AND INSTALLED BY SIGN VENDOR, SEE 9/A-7.2 E05 E06 E05 E06 4' - 0 " 4' - 0 " E03 E02 EIFS V GROOVE / CONTROL JOINT EIFS V GROOVE/ CONTROL JOINT EIFS V GROOVE/ CONTROL JOINT E05 E05 E06 E03 E02 E05 E06 E03 E02 E05 E06 FINISH MATERIAL % EIFS 830 SF (31.2%) NICHIHA 1,079 SF (40.5%) GLAZING 43 SF (1.6%) MISC 711 SF (26.7%) TOTAL 2,663 SF (100%) FINISH MATERIAL % EIFS 568 SF (19.0%) NICHIHA 2,173 SF (72.9%) GLAZING 13 SF (0.4%) MISC 229 SF (7.7%) TOTAL 2,983 SF (100%) FINISH MATERIAL % NICHIHA 2,620 SF (87.9%) GLAZING 284 SF (9.5%) MISC 51 SF (2.6%) TOTAL 2,980 SF (100%) CANOPY BY SIGN VENDOR DARK BRONZE ANODIZED ALUMINUM STOREFRONT WITH 1" INSULATED CLEAR SAFETY GLAZING, TYP. 1' - 0 " TY P . E05 E06 E05 E06 E05 E06 E05 E06 CANYONBRICK SHALE BROWNEXT. : COMPOSITE FIBER PANELS ABOVE WAINSCOTE05 NICHIHA STACKEDSTONE MOUNTAINEXT. : COMPOSITE FIBER PANEL WAINSCOTE06 NICHIHA E06 NICHIHA WALL PANEL SYSTEM OVER CONTINUOUS INSULATION NICHIHA WALL PANEL SYSTEM OVER CONTINUOUS INSULATION NICHIHA WALL PANEL SYSTEM OVER CONTINUOUS INSULATION NICHIHA WALL PANEL SYSTEM OVER CONTINUOUS INSULATION T.O. PARAPET EL: 132'-3" T.O. PARAPET EL: 132'-3" T.O. PARAPET EL: 132'-3" T.O. PARAPET EL: 128'-6" WALL PACK, TYP. SEE ELECTRICAL FOR MORE INFORMATION 4' - 0 " WALL PACK, TYP. SEE ELECTRICAL FOR MORE INFORMATION 0 5 10 15 25 SCALE SCALE: 5 A-4 LIGHT POLE 1/8" = 1'-0" FINISH GRADE EL: 0'-0" T.O. POLE BASE EL: 3'-0" T.O. LIGHT POLE EL: 18'-0" RTU SCREENING BASED ON A SIMPLE SITE LINE STUDY, A PERSON WOULD HAVE TO STAND OVER 450 FEET AWAY FROM THE BUILDING BEFORE THE RTU BECOMES VISIBLE FROM THIS ELEVATION. LIGHT POLES LIGHT FIXTURES, INCLUDING BASE, MAY NOT EXCEED 30 FOOT, OR THE HEIGHT OF THE BUILDING, WHICHEVER IS LESS. APPROXIMATE LOCATION OF RTU APPROXIMATE LOCATION OF RTU BEYOND PARAPET APPROXIMATE LOCATION OF RTU BEYOND PARAPET JIFFY LUBE INTERNATIONAL, 2013 (A LL RIGHTS R E S E R V E D ) F O R W H I C H T H E S E D O C U M E N T S HAVE BEEN PREPARED, THESE DOCUMENTS AND ALL DATA, PLANS, SPECIFICATIONS AND OTHER I N F O R M A T I O N C O N T A I N E D H E R E I N A R E T H E SOLE AND EXCLUSIVE PROPERTY OF JIFFY LUBE INTE RN ATI ON AL. A NY UNAUTHOR IZED USE OF THE SE DOCUM ENTS FOR ANY PURPO SE SHALL BE AT THE USER'S SOLE RISK, WITHOUT LIABILITY TO JIFFY LUBE INTERNATIONAL OR DSATLANTIC, AND SUBJECT TO REASONABLE COMPENSATION BY THE USER TO JIFFY LUBE INTERNATIONAL, AS DETERMINED BY JIFFY LUBE INTERNATIONAL IN I T S S O L E D I S C R E T I O N . S T A N D A R D D E S I G N DOCUMENTS ISSUED BY JLI ARE FOR A SPECIFIC LOCATION ONLY AND SHALL NOT BE USED FOR ANY OTHER PROJECT. THESE DRAWINGS SHALL N O T B E C H A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N R E Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A S U C C E E D I N G PROFESSIONAL LICENSED IN THE STATE WHERE P R O J E C T I S T O B E C O N S T R U C T E D . MU L T I - C A R E S E R V I C E S CR I T E R I A V 2 0 2 3 . 0 6 - 1 X 4 35 0 0 G R A P E V I N E M I L L S B O U L E V A R D N O R T H GR A P E V I N E , T X GR A P E V I N E M I L L S C R O S S I N G 12 S u n n e n D r i v e , S u i t e 1 0 0 , S t . L o u i s , M O 6 3 1 4 3 T: 3 1 4 . 8 2 1 . 1 1 0 0 REVISIONS Permit Date Owner Date Project Number Drawn /Checked By: 2-29-24 2404006 XX-XX-XX Bid Date XX-XX-XX PROFESSIONAL OF RECORD PHONE: 314-821-1100 FOR GRAPEVINE MILLS CROSSING LOTS 6A, BLOCK A, GRAPEVINE MILLS AB. NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TX 1.76 ACRES ZONE: COMMUNITY COMMERCIAL C-C DATE OF PREPARATION: 2/28/24 CASE NAME: JIFFY LUBE CASE NUMBER: CU24-13 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH DATE: DATE: SHEET: ___ OF ___ __________________ MAYOR __________________ SECRETARY PLANNING AND ZONING COMMISION __________________ CHAIRMAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CUP RESUBMITTAL 3/21/24 A-4 EXTERIOR ELEVATIONS XXX / XXX EXTERIOR ELEVATIONS JOHN VALENTIN RUSSO LIC. NO. 30824 EXP. DATE 3/31/25 CASCO DIVERSIFIED CORPORATION LIC. NO. BR 98 EXP. DATE 1/31/25 165 4/29/24 0 5 10 15 25 SCALE A B C D E 1 2 3 4 SCALE: 1 A-5.1 CANOPY PLAN 1/8" = 1'-0" 62 ' - 6 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 107'-6" 15'-0"25'-10"25'-10"25'-10" STEEL HSS COLUMN WITH BREAK METAL WRAP, TYP. OUTLINE OF CANOPY ABOVE 2 A-5.1 3 A-5.1 0 5 10 15 25 SCALE F 15'-0" 5 17 ' - 6 " 81'-6"26'-0" FINISH GRADE EL: 100'-0" B.O. CANOPY EL: 110'-0" SCALE: 2 A-5.1 CANOPY ELEVATION 1/4" = 1'-0" STEEL HSS COLUMN WITH BREAK METAL WRAP, TYP. E03 E02 METAL PANEL FASCIA FINISH GRADE EL: 100'-0" B.O. CANOPY EL: 110'-0" SCALE: 2 A-5.1 CANOPY ELEVATION 1/4" = 1'-0" STEEL HSS COLUMN WITH BREAK METAL WRAP, TYP. E03 E02 METAL PANEL FASCIA ALL LIGHTING TO BE RECESSED TO PREVENT GLARE. ALL LIGHTING TO BE RECESSED TO PREVENT GLARE. JIFFY LUBE INTERNATIONAL, 2013 (A LL RIGHTS R E S E R V E D ) F O R W H I C H T H E S E D O C U M E N T S HAVE BEEN PREPARED, THESE DOCUMENTS AND ALL DATA, PLANS, SPECIFICATIONS AND OTHER I N F O R M A T I O N C O N T A I N E D H E R E I N A R E T H E SOLE AND EXCLUSIVE PROPERTY OF JIFFY LUBE INTE RN ATI ON AL. A NY UNAUTHOR IZED USE OF THE SE DOCUM ENTS FOR ANY PURPO SE SHALL BE AT THE USER'S SOLE RISK, WITHOUT LIABILITY TO JIFFY LUBE INTERNATIONAL OR DSATLANTIC, AND SUBJECT TO REASONABLE COMPENSATION BY THE USER TO JIFFY LUBE INTERNATIONAL, AS DETERMINED BY JIFFY LUBE INTERNATIONAL IN I T S S O L E D I S C R E T I O N . S T A N D A R D D E S I G N DOCUMENTS ISSUED BY JLI ARE FOR A SPECIFIC LOCATION ONLY AND SHALL NOT BE USED FOR ANY OTHER PROJECT. THESE DRAWINGS SHALL N O T B E C H A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N R E Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A S U C C E E D I N G PROFESSIONAL LICENSED IN THE STATE WHERE P R O J E C T I S T O B E C O N S T R U C T E D . MU L T I - C A R E S E R V I C E S CR I T E R I A V 2 0 2 3 . 0 6 - 1 X 4 35 0 0 G R A P E V I N E M I L L S B O U L E V A R D N O R T H GR A P E V I N E , T X GR A P E V I N E M I L L S C R O S S I N G 12 S u n n e n D r i v e , S u i t e 1 0 0 , S t . L o u i s , M O 6 3 1 4 3 T: 3 1 4 . 8 2 1 . 1 1 0 0 REVISIONS Permit Date Owner Date Project Number Drawn /Checked By: 2-29-24 2404006 XX-XX-XX Bid Date XX-XX-XX PROFESSIONAL OF RECORD PHONE: 314-821-1100 FOR GRAPEVINE MILLS CROSSING LOTS 6A, BLOCK A, GRAPEVINE MILLS AB. NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TX 1.76 ACRES ZONE: COMMUNITY COMMERCIAL C-C DATE OF PREPARATION: 2/28/24 CASE NAME: JIFFY LUBE CASE NUMBER: CU24-13 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH DATE: DATE: SHEET: ___ OF ___ __________________ MAYOR __________________ SECRETARY PLANNING AND ZONING COMMISION __________________ CHAIRMAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CUP RESUBMITTAL 3/21/24 JOHN VALENTIN RUSSO LIC. NO. 30824 EXP. DATE 3/31/25 CASCO DIVERSIFIED CORPORATION LIC. NO. BR 98 EXP. DATE 1/31/25 A-5.1 CANOPY XXX / XXX CANOPY 166 4/29/24 11.11.922.43456 A A.1 B B.1 C C.4 D D.2 E E.4 F D.9 E.9 10 1 ' - 1 " 50'-7"68'-0" 118'-7" 1' - 1 " 9' - 1 " 26 ' - 1 0 " 27 ' - 0 " 26 ' - 1 1 " 9' - 1 " 1' - 1 " SCALE: 1 A-2.0 FLOOR PLAN - UPPER BAY 1/8" = 1'-0" 113 TOWEL ROOM 104 JL OFFICE 100 CASHIER 101 CUSTOMER LOBBY 103 ROOM NAME 115 WET EQUIP ROOM 105 AB OFFICE 116 DRY EQUIP ROOM 106 AB EMP. RR 107 UNISEX RR 108 JL EMP. RR 110 EMPLOYEE ROOM 109 UTILITY ROOM 111 OIL SERVICE 112 AUTO SERVICE 114 WASH BAY 102 CUSTOMER SERVICE 7' - 4 " 29 ' - 8 " 21 ' - 5 1 / 2 " 25 ' - 1 0 3 / 4 " 16 ' - 8 3 / 4 " 22'-8"24'-0 1/2" 3'-10 1/2" 33'-5 1/2"34'-6 1/2" 0 5 10 15 25 SCALE PLAN NORTH JIFFY LUBE INTERNATIONAL, 2013 (A LL RIGHTS R E S E R V E D ) F O R W H I C H T H E S E D O C U M E N T S HAVE BEEN PREPARED, THESE DOCUMENTS AND ALL DATA, PLANS, SPECIFICATIONS AND OTHER I N F O R M A T I O N C O N T A I N E D H E R E I N A R E T H E SOLE AND EXCLUSIVE PROPERTY OF JIFFY LUBE INTE RN ATI ON AL. A NY UNAUTHOR IZED USE OF THE SE DOCUM ENTS FOR ANY PURPO SE SHALL BE AT THE USER'S SOLE RISK, WITHOUT LIABILITY TO JIFFY LUBE INTERNATIONAL OR DSATLANTIC, AND SUBJECT TO REASONABLE COMPENSATION BY THE USER TO JIFFY LUBE INTERNATIONAL, AS DETERMINED BY JIFFY LUBE INTERNATIONAL IN I T S S O L E D I S C R E T I O N . S T A N D A R D D E S I G N DOCUMENTS ISSUED BY JLI ARE FOR A SPECIFIC LOCATION ONLY AND SHALL NOT BE USED FOR ANY OTHER PROJECT. THESE DRAWINGS SHALL N O T B E C H A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N R E Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A S U C C E E D I N G PROFESSIONAL LICENSED IN THE STATE WHERE P R O J E C T I S T O B E C O N S T R U C T E D . MU L T I - C A R E S E R V I C E S CR I T E R I A V 2 0 2 3 . 0 6 - 1 X 4 35 0 0 G R A P E V I N E M I L L S B O U L E V A R D N O R T H GR A P E V I N E , T X GR A P E V I N E M I L L S C R O S S I N G 12 S u n n e n D r i v e , S u i t e 1 0 0 , S t . L o u i s , M O 6 3 1 4 3 T: 3 1 4 . 8 2 1 . 1 1 0 0 REVISIONS Permit Date Owner Date Project Number Drawn /Checked By: 2-29-24 2404006 XX-XX-XX Bid Date XX-XX-XX PROFESSIONAL OF RECORD PHONE: 314-821-1100 FOR GRAPEVINE MILLS CROSSING LOTS 6A, BLOCK A, GRAPEVINE MILLS AB. NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TX 1.76 ACRES ZONE: COMMUNITY COMMERCIAL C-C DATE OF PREPARATION: 2/28/24 CASE NAME: JIFFY LUBE CASE NUMBER: CU24-13 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH DATE: DATE: SHEET: ___ OF ___ __________________ MAYOR __________________ SECRETARY PLANNING AND ZONING COMMISION __________________ CHAIRMAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CUP RESUBMITTAL 3/21/24 A-2 FLOOR PLAN - UPPER BAY XXX / XXX JOHN VALENTIN RUSSO LIC. NO. 30824 EXP. DATE 3/31/25 CASCO DIVERSIFIED CORPORATION LIC. NO. BR 98 EXP. DATE 1/31/25 FLOOR PLAN 167 4/29/24 USED FILTER DRUM USED FILTER DRUM 3' - 4 " 10 ' - 0 " 14 ' - 8 " 13'-4" 14 ' - 0 " 1' - 4 " 1'-4"10'-8" 1' - 8 " 3' - 4 " 10 ' - 0 " 14 ' - 8 " 1' - 4 " 1' - 8 " 7' - 4 " 12'-8" 1'-4" 1'-4"10'-8" 6" PIPE BOLLARD FILLED W/ CONCRETE 4'-0" HIGH W/ 4'-0" EMBEDDED INTO GROUND (TYPICAL OF 4), POSITION BOLLARD TO ALLOW GATE TO OPEN 90 DEGREES. SEE DETAIL 10/A-5, TYP. DO NOT POSITION CURB TO INTERSECT WITH BOLLARD. COORDINATE WITH CIVIL. 7' - 4 " CONCRETE PAD 13'-4" X 14'-0", SEE CIVIL PAIR STEEL DOORS, SEE 8/A-5 2 A-5 CONCRETE PAD 13'-4" X 14'-0", SEE CIVIL 3 A-5 4 A-5 5 A-5 3'-0" x 5'-4" PAINTED EXTERIOR STEEL DOOR IN PAINTED STEEL JAMBS. REVERSE TOP CHANNEL AT DOOR HEAD. MOUNT FLUSH WITH TOP OF WALL. PROVIDE LOCKING HARDWARE, SIMILAR TO GATEMATE 1491106 2" SINGLE CYLINDER LONG THROW RIM LOCK, W/ PULL HANDLE. SPLIT FACE CMU FINISH FLOOR EL: 0'-0" T.O. CMU EL: 6'-0" ATTACH TWO GATE PIVOT HINGES TO CONTINUOUS 2 X 4 TUBE STEEL JAMB EA SIDE, ANCHOR TO CMU AT 3 POINTS SIM 8/A-5. E02E02 E03E03 8" DIA. STEEL BOLLARD SEE DETAIL 10/ A-5, SIM. SPLIT FACE CMU - PAINT TO MATCH BUILDING 1 1/2" X 1/4" FLAT STL. PLATE CROSS BRACE, WELD TO FRAME BEHIND CORRUGATED INFILL CORRUGATED ROOF DECKING WELD IN BETWEEN FRAME PAINT DOORS AND GATES TO MATCH EXIT DOOR IN SERVICE BAYS PROVIDE DROP PIN OPERABLE FROM THE INTERIOR AND 3/4" DIA. x 1 1/2" DEEP RECESS IN CONCRETE FOR EACH GATE LEAF. OPEN POSITION NOTCH REQUIRED FOR PIN. E02E02 E03 FINISH FLOOR EL: 0'-0" T.O. CMU EL: 6'-0" 6" 5' - 0 " FINISH FLOOR EL: 0'-0" T.O. CMU EL: 6'-0" FINISH FLOOR EL: 0'-0" T.O. CMU EL: 6'-0" SCALE: 1 A-5.0 CMU DUMPSTER ENCLOSURE 1/4" = 1'-0"SCALE: 2 A-5.0 FRONT ELEVATION 1/4" = 1'-0"SCALE: 3 A-5.0 SIDE ELEVATION 1/4" = 1'-0" SCALE: 4 A-5.0 REAR ELEVATION 1/4" = 1'-0"SCALE: 5 A-5.0 SIDE ELEVATION 1/4" = 1'-0" CONCRETE CAP, TYP. E02E02 E03E03 CONCRETE CAP, TYP. E03E03 CONCRETE CAP, TYP. 3'-0" x 5'-4" PAINTED EXTERIOR STEEL DOOR IN PAINTED STEEL JAMBS. REVERSE TOP CHANNEL AT DOOR HEAD. MOUNT FLUSH WITH TOP OF WALL. PROVIDE LOCKING HARDWARE, SIMILAR TO GATEMATE 1491106 2" SINGLE CYLINDER LONG THROW RIM LOCK, W/ PULL HANDLE. ATTACH TWO GATE PIVOT HINGES TO CONTINUOUS 2 X 4 TUBE STEEL JAMB EA SIDE, ANCHOR TO CMU AT 3 POINTS SIM 8/A-5. E02E02 SPLIT FACE CMU SPLIT FACE CMU SPLIT FACE CMU 0 5 10 15 25 SCALE JIFFY LUBE INTERNATIONAL, 2013 (A LL RIGHTS R E S E R V E D ) F O R W H I C H T H E S E D O C U M E N T S HAVE BEEN PREPARED, THESE DOCUMENTS AND ALL DATA, PLANS, SPECIFICATIONS AND OTHER I N F O R M A T I O N C O N T A I N E D H E R E I N A R E T H E SOLE AND EXCLUSIVE PROPERTY OF JIFFY LUBE INTE RN ATI ON AL. A NY UNAUTHOR IZED USE OF THE SE DOCUM ENTS FOR ANY PURPO SE SHALL BE AT THE USER'S SOLE RISK, WITHOUT LIABILITY TO JIFFY LUBE INTERNATIONAL OR DSATLANTIC, AND SUBJECT TO REASONABLE COMPENSATION BY THE USER TO JIFFY LUBE INTERNATIONAL, AS DETERMINED BY JIFFY LUBE INTERNATIONAL IN I T S S O L E D I S C R E T I O N . S T A N D A R D D E S I G N DOCUMENTS ISSUED BY JLI ARE FOR A SPECIFIC LOCATION ONLY AND SHALL NOT BE USED FOR ANY OTHER PROJECT. THESE DRAWINGS SHALL N O T B E C H A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N R E Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A S U C C E E D I N G PROFESSIONAL LICENSED IN THE STATE WHERE P R O J E C T I S T O B E C O N S T R U C T E D . MU L T I - C A R E S E R V I C E S CR I T E R I A V 2 0 2 3 . 0 6 - 1 X 4 35 0 0 G R A P E V I N E M I L L S B O U L E V A R D N O R T H GR A P E V I N E , T X GR A P E V I N E M I L L S C R O S S I N G 12 S u n n e n D r i v e , S u i t e 1 0 0 , S t . L o u i s , M O 6 3 1 4 3 T: 3 1 4 . 8 2 1 . 1 1 0 0 REVISIONS Permit Date Owner Date Project Number Drawn /Checked By: 2-29-24 2404006 XX-XX-XX Bid Date XX-XX-XX PROFESSIONAL OF RECORD PHONE: 314-821-1100 FOR GRAPEVINE MILLS CROSSING LOTS 6A, BLOCK A, GRAPEVINE MILLS AB. NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TX 1.76 ACRES ZONE: COMMUNITY COMMERCIAL C-C DATE OF PREPARATION: 2/28/24 CASE NAME: JIFFY LUBE CASE NUMBER: CU24-13 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH DATE: DATE: SHEET: ___ OF ___ __________________ MAYOR __________________ SECRETARY PLANNING AND ZONING COMMISION __________________ CHAIRMAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CUP RESUBMITTAL 3/21/24 JOHN VALENTIN RUSSO LIC. NO. 30824 EXP. DATE 3/31/25 CASCO DIVERSIFIED CORPORATION LIC. NO. BR 98 EXP. DATE 1/31/25 A-5.0 DUMPSTER ENCLOSURE XXX / XXX DUMPSTER ENCLOSURE 168 4/29/24 NO PARKING NO PARKING T PROPOSED BUILDING A = 3,929 SF FFE = 535.50 WASH BAY A = 2,177 SF FFE = 535.00 MONUMENT SIGN MONUMENT SIGN ROOF CANOPY A = 5,292 SF D D 25 ' B U I L D I N G L I N E CA B . A, P G . 8 4 6 6 P. R . T . C . T . 25' BUILDING LINE CAB. A, PG. 8466 P.R.T.C.T. LOT 5A, BLOCK A GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 3, BLOCK B GRAPEVINE VINEYARD S 01°47'11" W 21.94' S 88°15'39" E 40.06' N 00°34'35" W 16.72' N 87°56'09" E 64.55' S 0 1 ° 4 9 ' 0 1 " W 1 9 0 . 1 0 ' FIRE LANE FIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E TBM X-CUT N:7039874.0 E:2417373.0 ELEV:539.9' TBM X-CUT N:7039587.8 E:2417619.2 ELEV:533.2' SDMH-RIM=531.9' FL-18"RCP=527.9' (NE) SDMH-RIM=530.1' PIT = 525.7' FL-27"RCP (NE) FL-18"RCP (S) SDMH-RIM=536.9' FL-30"RCP=531.9' (NE) GRATE INLET-RIM=539.5' FL-30"RCP=534.5' (W) SDMH-RIM=539.4' (INACCESSIBLE) SDMH-RIM=539.7' (INACCESSIBLE) SSMH-RIM=531.0' FL-6"PVC=521.4' (SE) FL-6"PVC=521.5' (NW) SSMH-RIM=532.0' FL-6"PVC=522.1' (SE) GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 6A BLOCK A 1.76 ACRES 76,779 SQ. FT. 5 3 5 53 3 53 4 53 1 53 2 53 3 53 4 53 5 53 6 53 7 53 8 539 54 054 1 5 3 5 53 6 5 3 7 53 8 53 9 54 0 54 0 54 0 5 3 9 54 0 540 53 6 5 3 5 5 3 6 5 3 5 5 3 4 5 3 2 535 53 6 5 3 7 53 8 53 9 533 534 5 3 2 531 5 3 0 53 1 532 533 534 534 536 53 5 537 53 8 53 9 5 3 2 53 3 532 5 3 1 532535 538 536537 539 54 1 541 540 53 9 53 7 53 8 54 0 534 53 6 534 533 53 2 53 1 54 1 535 534 N 88°09'37" W (269.78') (N 88°11'49" W) (N 0 1 ° 5 0 ' 1 6 " W ) N 0 1 ° 5 2 ' 1 5 " E ( 1 7 7 . 3 6 ' ) (N 0 5 ° 3 9 ' 0 7 " E 5 8 . 3 9 ' ) N 0 6 ° 4 7 ' 2 6 " E 6 0 . 9 8 ' (N 4 5 ° 5 5 ' 0 8 " E 5 9 . 1 7 ' ) N 4 6 ° 4 4 ' 3 6 " E 5 6 . 3 4 ' (N 80°00'00 " E 1 3 1 . 2 8 ' ) N 80°00'42" E 1 3 1 . 3 6 ' S 0 0 ° 3 4 ' 3 5 " E 8 8 . 6 5 ' (S 0 0 ° 3 8 ' 0 5 " E ) S 0 1 ° 4 9 ' 3 8 " W 2 2 3 . 2 9 ' (S 0 1 ° 4 8 ' 1 1 " W 2 2 3 . 2 4 ' ) 5/8" CIRF RPLS 5199" CIRS CIRS 5/8" IRF CIRS ALUMINUM TXDOT MONUMENT FOUND ALUMINUM TXDOT MONUMENT FOUND ALUMINUM TXDOT MONUMENT FOUND 5/8" IRF L1 L2 5/8" CIRF "PEISER AND MANKIN SURVEYING" 5/8" CIRF "RPLS 2509" 1/2" IRF "X" CUT FOUND 53 4 5 3 3 5 3 2 5' X 10' UTILITY EASEMENT CAB. A, PG. 11133 P.R.T.C.T. UTILITY & DRAINAGE EASEMENT CAB. A, PG. 11865 P.R.T.C.T. 53 4 53 2 53 3 53 6 GRAPEVINE MILLS B O U L E V A R D (VARIABLE WIDTH R I G H T - O F - W A Y ) VOL. 12652, PG. 10 3 VOL. 12652, PG. 12 1 D.R.T.C.T. GR A P E V I N E M I L L S P A R K W A Y / F M 2 4 9 9 (V A R I A B L E W I D T H R I G H T - O F - W A Y ) VO L . 9 4 0 4 , P G . 1 0 6 6 D. R . T . C . T . UNIDENTIFIED EASEMENT UNIDENTIFIED EASEMENT FIRE LANE T 535.50 535.50 535.00 535.00 535.38 535.00 535.00 535.50 535.50 540.09± ME 540.20± ME 537.42± ME 536.79± ME 531.35± ME 531.35± ME 533.24± ME 533.24± ME 539.84± ME 537.14 537.50 533.02 534.75 533.22532.50 532.37 532.09± ME 532.17± ME 534.05 534.91 534.90 534.62 536.34 535.93 537.96 540.48 540.17 534.17535.17 535.38 531.34 TG 534.36 535.57 533.84 TG 533.70 TC E X . 8 " S E W E R L I N E EX . 8 " W A T E R L I N E EX . 1 2 " W A T E R L I N E EX . 1 8 " S T O R M L I N E EX . 2 7 " S T O R M L I N E EX . 2 4 " S T O R M L I N E PR E L I M I N A R Y G R A D I N G PL A N 9 OF 16 DA T E No . RE V I S I O N BY DATE: SHEET File No. 2024-006 4/29/2024 CHECKED:DD DRAWN:MBT DESIGN:MBT 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 JI F F Y L U B E AU T O R E P A I R & C A R W A S H GR A P E V I N E , T X 4/29/202 4 COUNTY SURVEY:ABSTRACT NO. TARRANT JAMES GIBSON SURVEY 587 CITY:STATE: GRAPEVINE TX. LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX. 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 S. ELM ST. SUITE #200 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER LOTS 6A, BLOCK A, OF GRAPEVINE MILLS CROSSING, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.76 ACRES ZONING DESCRIPTION: EXISTING ZONING: COMMUNITY COMMERCIAL, C-C ARCHITECT CASCO 12 SUNNEN DR. SUITE #100 ST. LOUIS, MO 63143 PH. 314.238.2036 CONTACT: KEN KAMMERER EMAIL: KEN.KAMMERER@THECDCOMPANIES.COM LANDSCAPE EVERGREEN DESIGN GROUP 15455 DALLAS PKWY SUITE #600 ADDISON, TX 75001 PH. 800.680.6630 CONTACT: RODNEY MCNABB EMAIL: RODNEY@EVERGREENDESIGNGROUP.COM N.T.S. N VICINITY MAP GRAPEVINE BLVD. N. GRAPEVINE BLVD. N. GR A P E V I N E M I L L S P K W Y STARS AND STRIPES WAY BLUFFS LN. SITE 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 PAVILION DEVELOPMENT COMPANY 5605 CARNEGIE BLVD., SUITE 110 CHARLOTTE, NC 28209 PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING TC TOP OF CURB 534.00 534 534 NOTES: 1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2.EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1. 4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF GRAPEVINE, TX AND ADA STANDARDS. 8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. CASE NAME: JIFFY LUBE CASE NUMBER: CU 24-13 LOCATION : 3500 GRAPEVINE MILLS BOULEVARD NORTH MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 9 OF 16 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT NO PARKING NO PARKING T PROPOSED BUILDING A = 3,929 SF FFE = 535.50 WASH BAY A = 2,177 SF FFE = 535.00 MONUMENT SIGN MONUMENT SIGN ROOF CANOPY A = 5,292 SF D D 25 ' B U I L D I N G L I N E CA B . A, P G . 8 4 6 6 P. R . T . C . T . 25' BUILDING LINE CAB. A, PG. 8466 P.R.T.C.T. LOT 5A, BLOCK A GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. S 01°47'11" W 21.94' S 88°15'39" E 40.06' N 00°34'35" W 16.72' N 87°56'09" E 64.55' FIRE LANE FIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E TBM X-CUT N:7039874.0 E:2417373.0 ELEV:539.9' TBM X-CUT N:7039587.8 E:2417619.2 ELEV:533.2' SDMH-RIM=531.9' FL-18"RCP=527.9' (NE) SDMH-RIM=530.1' PIT = 525.7' FL-27"RCP (NE) FL-18"RCP (S) SDMH-RIM=536.9' FL-30"RCP=531.9' (NE) GRATE INLET-RIM=539.5' FL-30"RCP=534.5' (W) SDMH-RIM=539.4' (INACCESSIBLE) SDMH-RIM=539.7' (INACCESSIBLE) SSMH-RIM=531.0' FL-6"PVC=521.4' (SE) FL-6"PVC=521.5' (NW) SSMH-RIM=532.0' FL-6"PVC=522.1' (SE) GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 6A BLOCK A 1.76 ACRES 76,779 SQ. FT. N 88°09'37" W (269.78') (N 88°11'49" W) (N 0 1 ° 5 0 ' 1 6 " W ) N 0 1 ° 5 2 ' 1 5 " E ( 1 7 7 . 3 6 ' ) (N 0 5 ° 3 9 ' 0 7 " E 5 8 . 3 9 ' ) N 0 6 ° 4 7 ' 2 6 " E 6 0 . 9 8 ' (N 4 5 ° 5 5 ' 0 8 " E 5 9 . 1 7 ' ) N 46 ° 4 4 ' 3 6 " E 5 6 . 3 4 ' (N 80°00'00 " E 1 3 1 . 2 8 ' ) N 80°00'42" E 1 3 1 . 3 6 ' S 0 0 ° 3 4 ' 3 5 " E 8 8 . 6 5 ' (S 0 0 ° 3 8 ' 0 5 " E ) S 0 1 ° 4 9 ' 3 8 " W 2 2 3 . 2 9 ' (S 0 1 ° 4 8 ' 1 1 " W 2 2 3 . 2 4 ' ) 5/8" CIRF RPLS 5199" CIRS CIRS 5/8" IRF CIRS ALUMINUM TXDOT MONUMENT FOUND ALUMINUM TXDOT MONUMENT FOUND ALUMINUM TXDOT MONUMENT FOUND 5/8" IRF L1 L2 5/8" CIRF "PEISER AND MANKIN SURVEYING" 5/8" CIRF "RPLS 2509" 1/2" IRF "X" CUT FOUND 5' X 10' UTILITY EASEMENT CAB. A, PG. 11133 P.R.T.C.T. UTILITY & DRAINAGE EASEMENT CAB. A, PG. 11865 P.R.T.C.T. GRAPEVINE MILLS B O U L E V A R D (VARIABLE WIDTH R I G H T - O F - W A Y ) VOL. 12652, PG. 10 3 VOL. 12652, PG. 12 1 D.R.T.C.T. GR A P E V I N E M I L L S P A R K W A Y / F M 2 4 9 9 (V A R I A B L E W I D T H R I G H T - O F - W A Y ) VO L . 9 4 0 4 , P G . 1 0 6 6 D. R . T . C . T . UNIDENTIFIED EASEMENT UNIDENTIFIED EASEMENT FIRE LANE T 535.50 535.50 535.00 535.00 535.38 535.00 535.00 535.50 535.50 540.09± ME 540.20± ME 537.42± ME 536.79± ME 531.35± ME 531.35± ME 533.24± ME 533.24± ME 539.84± ME 537.14 537.50 533.02 534.75 533.22532.50 532.37 532.09± ME 532.17± ME 534.05 534.91 534.90 534.62 536.34 535.93 537.96 540.48 540.17 534.17535.17 535.38 531.34 TG 534.36 535.57 533.84 TG 533.70 TC A-1 0.14 AC 1.46 CFS A-2 1.62 AC 16.84 CFS PROP. 5' CURB INLET 21" RCP CONNECT ROOF DRAIN 6" HDPE 6" HDPE 6" HDPE 6" HDPE PROP. ROOF DRAIN (PRIVATE) PROP CONNECTION TO EX. WYE INLET 6" HDPE 24" RCP CONNECT ROOF DRAIN CONNECT ROOF DRAIN (TYP) PROP. 5' CURB INLET PROP. 5' CURB INLET 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP CONSTRUCT PEDESTRIAN ACCESS WITH 5% MAX. LONG. SLOPE AND 2% MAX. CROSS SLOPE. E X . 8 " S E W E R L I N E EX . 8 " W A T E R L I N E EX . 1 2 " W A T E R L I N E EX . 1 8 " S T O R M L I N E EX . 2 7 " S T O R M L I N E EX . 2 4 " S T O R M L I N E EX. 18" DRAINAGE PIPE EX. 10' CURB INLET EX. CURB & GRATE INLET EX. CURB & GRATE INLET 6" HDPE 6" HDPE PR E L I M I N A R Y S T O R M DR A I N A G E P L A N 10 OF 16 DA T E No . RE V I S I O N BY DATE: SHEET File No. 2024-006 4/29/2024 CHECKED:DD DRAWN:MBT DESIGN:MBT 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 JI F F Y L U B E AU T O R E P A I R & C A R W A S H GR A P E V I N E , T X 4/29/202 4 COUNTY SURVEY:ABSTRACT NO. TARRANT JAMES GIBSON SURVEY 587 CITY:STATE: GRAPEVINE TX. LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX. 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 S. ELM ST. SUITE #200 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER LOTS 6A, BLOCK A, OF GRAPEVINE MILLS CROSSING, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.76 ACRES ZONING DESCRIPTION: EXISTING ZONING: COMMUNITY COMMERCIAL, C-C ARCHITECT CASCO 12 SUNNEN DR. SUITE #100 ST. LOUIS, MO 63143 PH. 314.238.2036 CONTACT: KEN KAMMERER EMAIL: KEN.KAMMERER@THECDCOMPANIES.COM LANDSCAPE EVERGREEN DESIGN GROUP 15455 DALLAS PKWY SUITE #600 ADDISON, TX 75001 PH. 800.680.6630 CONTACT: RODNEY MCNABB EMAIL: RODNEY@EVERGREENDESIGNGROUP.COM N.T.S. N VICINITY MAP GRAPEVINE BLVD. N. GRAPEVINE BLVD. N. GR A P E V I N E M I L L S P K W Y STARS AND STRIPES WAY BLUFFS LN. SITE 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 PAVILION DEVELOPMENT COMPANY 5605 CARNEGIE BLVD., SUITE 110 CHARLOTTE, NC 28209 PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES LEGEND PROPOSED STORM DRAIN PROPOSED CURB INLET # AC CFS CASE NAME: JIFFY LUBE CASE NUMBER: CU 24-13 LOCATION : 3500 GRAPEVINE MILLS BOULEVARD NORTH MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 10 OF 16 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT NO PARKING NO PARKING T PROPOSED BUILDING A = 3,929 SF FFE = 535.50 WASH BAY A = 2,177 SF FFE = 535.00 MONUMENT SIGN MONUMENT SIGN ROOF CANOPY A = 5,292 SF D D LOT 5A, BLOCK A GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 3, BLOCK B GRAPEVINE VINEYARD S 01°47'11" W 21.94' S 88°15'39" E 40.06' N 00°34'35" W 16.72' N 87°56'09" E 64.55' S 0 1 ° 4 9 ' 0 1 " W 1 9 0 . 1 0 ' FIRE LANE FIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E TBM X-CUT N:7039874.0 E:2417373.0 ELEV:539.9' TBM X-CUT N:7039587.8 E:2417619.2 ELEV:533.2' SDMH-RIM=531.9' FL-18"RCP=527.9' (NE) SDMH-RIM=530.1' PIT = 525.7' FL-27"RCP (NE) FL-18"RCP (S) SDMH-RIM=536.9' FL-30"RCP=531.9' (NE) GRATE INLET-RIM=539.5' FL-30"RCP=534.5' (W) SDMH-RIM=539.4' (INACCESSIBLE) SDMH-RIM=539.7' (INACCESSIBLE) SSMH-RIM=531.0' FL-6"PVC=521.4' (SE) FL-6"PVC=521.5' (NW) SSMH-RIM=532.0' FL-6"PVC=522.1' (SE) GRAPEVINE MILLS CROSSING DOC. NO. D209046718 P.R.T.C.T. LOT 6A BLOCK A 1.76 ACRES 76,779 SQ. FT. N 88°09'37" W (269.78') (N 88°11'49" W) (N 0 1 ° 5 0 ' 1 6 " W ) N 0 1 ° 5 2 ' 1 5 " E ( 1 7 7 . 3 6 ' ) (N 0 5 ° 3 9 ' 0 7 " E 5 8 . 3 9 ' ) N 0 6 ° 4 7 ' 2 6 " E 6 0 . 9 8 ' (N 4 5 ° 5 5 ' 0 8 " E 5 9 . 1 7 ' ) N 4 6 ° 4 4 ' 3 6 " E 5 6 . 3 4 ' (N 80°00'00 " E 1 3 1 . 2 8 ' ) N 80°00'42" E 1 3 1 . 3 6 ' S 0 0 ° 3 4 ' 3 5 " E 8 8 . 6 5 ' (S 0 0 ° 3 8 ' 0 5 " E ) S 0 1 ° 4 9 ' 3 8 " W 2 2 3 . 2 9 ' (S 0 1 ° 4 8 ' 1 1 " W 2 2 3 . 2 4 ' ) 5/8" CIRF RPLS 5199" CIRS CIRS 5/8" IRF CIRS ALUMINUM TXDOT MONUMENT FOUND ALUMINUM TXDOT MONUMENT FOUND ALUMINUM TXDOT MONUMENT FOUND 5/8" IRF L1 L2 5/8" CIRF "PEISER AND MANKIN SURVEYING" 5/8" CIRF "RPLS 2509" 1/2" IRF "X" CUT FOUND GRAPEVINE MILLS B O U L E V A R D (VARIABLE WIDTH R I G H T - O F - W A Y ) VOL. 12652, PG. 10 3 VOL. 12652, PG. 12 1 D.R.T.C.T. GR A P E V I N E M I L L S P A R K W A Y / F M 2 4 9 9 (V A R I A B L E W I D T H R I G H T - O F - W A Y ) VO L . 9 4 0 4 , P G . 1 0 6 6 D. R . T . C . T . FIRE LANE E X . 8 " S E W E R L I N E EX . 8 " W A T E R L I N E EX . 1 2 " W A T E R L I N E EX . 1 8 " S T O R M L I N E EX . 2 7 " S T O R M L I N E EX . 2 4 " S T O R M L I N E PROP. 6" SEWER SERVICE PROP.2" DOM. SERVICE PROP. 6" FIRE SERVICE PROP. WATER VAULT WITH BACK FLOW PREVENTER PROP. 2" DOM. METER PROP. 1" IRRIG. METER WITH BACK FLOW PREVENTER EX. FIRE HYDRANT CONNECTION TO EX. WATER STUBS PROP. TRANSFORMER EX. POWER POLE PROP. COMM. SERVICE PROP. ELECT. SERVICE PROP. CONNECTION TO EX. SEWER MANHOLE EX. 8" SEWER LINE 2" PVC 6" PVC EX. 8" WATER LINE 6 " P V C PROP. DRAINAGE SYSTEM (TYP) PROP. DRAINAGE SYSTEM (TYP) PROP. DRAINAGE SYSTEM (TYP) FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT PROP. GAS SERVICEEX. GAS LINE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE LIGHT POLE EX. 12" WATER LINE PROP. RECLAMATION TANKS PROP. OIL / WATER SEPARATOR PR E L I M I N A R Y U T I L I T Y PL A N 11 OF 16 DA T E No . RE V I S I O N BY DATE: SHEET File No. 2024-006 4/29/2024 CHECKED:DD DRAWN:MBT DESIGN:MBT 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 JI F F Y L U B E AU T O R E P A I R & C A R W A S H GR A P E V I N E , T X 4/29/202 4 COUNTY SURVEY:ABSTRACT NO. TARRANT JAMES GIBSON SURVEY 587 CITY:STATE: GRAPEVINE TX. LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX. 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 S. ELM ST. SUITE #200 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: CLAY CRISTY CONTACT NAME: MASON DECKER LOTS 6A, BLOCK A, OF GRAPEVINE MILLS CROSSING, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 1.76 ACRES ZONING DESCRIPTION: EXISTING ZONING: COMMUNITY COMMERCIAL, C-C ARCHITECT CASCO 12 SUNNEN DR. SUITE #100 ST. LOUIS, MO 63143 PH. 314.238.2036 CONTACT: KEN KAMMERER EMAIL: KEN.KAMMERER@THECDCOMPANIES.COM LANDSCAPE EVERGREEN DESIGN GROUP 15455 DALLAS PKWY SUITE #600 ADDISON, TX 75001 PH. 800.680.6630 CONTACT: RODNEY MCNABB EMAIL: RODNEY@EVERGREENDESIGNGROUP.COM N.T.S. N VICINITY MAP GRAPEVINE BLVD. N. GRAPEVINE BLVD. N. GR A P E V I N E M I L L S P K W Y STARS AND STRIPES WAY BLUFFS LN. SITE 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 PAVILION DEVELOPMENT COMPANY 5605 CARNEGIE BLVD., SUITE 110 CHARLOTTE, NC 28209 PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES NOTES 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING. FRANCHISE UTILITY NOTES: 1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES INVOLVED. 2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES. 3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION, REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION. 4.CONTRACTOR SHALL VERITY THAT METER AND TRANSFORMER LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF BUILDING. LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT PROPOSED UNDERGROUND ELECTRIC PROPOSED UNDERGROUND COMMUNICATION LINE PROPOSED UNDERGROUND GAS LINE CASE NAME: JIFFY LUBE CASE NUMBER: CU 24-13 LOCATION : 3500 GRAPEVINE MILLS BOULEVARD NORTH MAYOR SECRETARY DATE PLANNING AND ZONING COMMISION CHAIRMAN DATE SHEET: 11 OF 16 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT NOTES: 1.SITE PHOTOMETRICS PERFORMED WITHOUT CONTRIBUTION OF EXISTING ADJACENT PARKING LOT OR STREETLIGHTS. 2.REFER TO LUMINAIRE LOCATIONS FOR MOUNTING HEIGHT (MH). 3.ILLUMINATION CALCULATIONS PERFORMED ON A MAINTAINED BASIS WITH LLF=0.91 FOR LED LUMINAIRES AT FINISHED GRADE. 4.ALL LUMINAIRES USED FOR SITE LIGHTING SHALL BE FULL CUTOFF. 5.NOT USED. 6.ANY DEVIATION FROM THE LUMINAIRES SHOWN WILL REQUIRE A PHOTOMETRICS PLAN APPROVED BY THE CITY, TO ENSURE THE LUMINAIRES MEET EXTERIOR LIGHTING REQUIREMENTS. 7.SITE LIGHTING POLES SHALL 15' SQUARE STRAIGHT STEELE POLES MOUNTED ON 3' HIGH POLE BASE. BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ELECTRICAL CONTRACTOR SHALL DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. JIFFY LUBE INTERNATIONAL, 2013 (A LL RIGHTS R E S E R V E D ) F O R W H I C H T H E S E D O C U M E N T S HAVE BEEN PREPARED, THESE DOCUMENTS AND ALL DATA, PLANS, SPECIFICATIONS AND OTHER I N F O R M A T I O N C O N T A I N E D H E R E I N A R E T H E SOLE AND EXCLUSIVE PROPERTY OF JIFFY LUBE INTE RN ATI ON AL. A NY UNAUTHOR IZED USE OF THE SE DOCUM ENTS FOR ANY PURPO SE SHALL BE AT THE USER'S SOLE RISK, WITHOUT LIABILITY TO JIFFY LUBE INTERNATIONAL OR DSATLANTIC, AND SUBJECT TO REASONABLE COMPENSATION BY THE USER TO JIFFY LUBE INTERNATIONAL, AS DETERMINED BY JIFFY LUBE INTERNATIONAL IN I T S S O L E D I S C R E T I O N . S T A N D A R D D E S I G N DOCUMENTS ISSUED BY JLI ARE FOR A SPECIFIC LOCATION ONLY AND SHALL NOT BE USED FOR ANY OTHER PROJECT. THESE DRAWINGS SHALL N O T B E C H A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N R E Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A S U C C E E D I N G PROFESSIONAL LICENSED IN THE STATE WHERE P R O J E C T I S T O B E C O N S T R U C T E D . MU L T I - C A R E S E R V I C E S CR I T E R I A V 2 0 2 3 . 0 6 - 1 X 4 35 0 0 G R A P E V I N E M I L L S B O U L E V A R D N O R T H GR A P E V I N E , T X GR A P E V I N E M I L L S C R O S S I N G 12 S u n n e n D r i v e , S u i t e 1 0 0 , S t . L o u i s , M O 6 3 1 4 3 T: 3 1 4 . 8 2 1 . 1 1 0 0 REVISIONS Permit Date Owner Date Project Number Drawn /Checked By: 2-29-24 2404006 XX-XX-XX Bid Date XX-XX-XX PROFESSIONAL OF RECORD PHONE: 314-821-1100 FOR GRAPEVINE MILLS CROSSING LOTS 6A, BLOCK A, GRAPEVINE MILLS AB. NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TX 1.76 ACRES ZONE: COMMUNITY COMMERCIAL C-C DATE OF PREPARATION: 2/28/24 CASE NAME: JIFFY LUBE CASE NUMBER: CU24-13 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH DATE: DATE: SHEET: ___ OF ___ __________________ MAYOR __________________ SECRETARY PLANNING AND ZONING COMMISION __________________ CHAIRMAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CUP RESUBMITTAL 3/21/24 EXP. DATE 09/30/24 LIC #106884 DAVID A. TRETTER CASCO #F-11545 EXP. DATE 08/31/24 E0.2 SITE LIGHTING PHOTOMETRICS XXX / XXX SITE PHOTOMETRICS 1612 4/26/24 JIFFY LUBE INTERNATIONAL, 2013 (A LL RIGHTS R E S E R V E D ) F O R W H I C H T H E S E D O C U M E N T S HAVE BEEN PREPARED, THESE DOCUMENTS AND ALL DATA, PLANS, SPECIFICATIONS AND OTHER I N F O R M A T I O N C O N T A I N E D H E R E I N A R E T H E SOLE AND EXCLUSIVE PROPERTY OF JIFFY LUBE INTE RN ATI ON AL. A NY UNAUTHOR IZED USE OF THE SE DOCUM ENTS FOR ANY PURPO SE SHALL BE AT THE USER'S SOLE RISK, WITHOUT LIABILITY TO JIFFY LUBE INTERNATIONAL OR DSATLANTIC, AND SUBJECT TO REASONABLE COMPENSATION BY THE USER TO JIFFY LUBE INTERNATIONAL, AS DETERMINED BY JIFFY LUBE INTERNATIONAL IN I T S S O L E D I S C R E T I O N . S T A N D A R D D E S I G N DOCUMENTS ISSUED BY JLI ARE FOR A SPECIFIC LOCATION ONLY AND SHALL NOT BE USED FOR ANY OTHER PROJECT. THESE DRAWINGS SHALL N O T B E C H A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N R E Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A S U C C E E D I N G PROFESSIONAL LICENSED IN THE STATE WHERE P R O J E C T I S T O B E C O N S T R U C T E D . MU L T I - C A R E S E R V I C E S CR I T E R I A V 2 0 2 3 . 0 6 - 1 X 4 35 0 0 G R A P E V I N E M I L L S B O U L E V A R D N O R T H GR A P E V I N E , T X GR A P E V I N E M I L L S C R O S S I N G 12 S u n n e n D r i v e , S u i t e 1 0 0 , S t . L o u i s , M O 6 3 1 4 3 T: 3 1 4 . 8 2 1 . 1 1 0 0 REVISIONS Permit Date Owner Date Project Number Drawn /Checked By: 2-29-24 2404006 XX-XX-XX Bid Date XX-XX-XX PROFESSIONAL OF RECORD PHONE: 314-821-1100 FOR GRAPEVINE MILLS CROSSING LOTS 6A, BLOCK A, GRAPEVINE MILLS AB. NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TX 1.76 ACRES ZONE: COMMUNITY COMMERCIAL C-C DATE OF PREPARATION: 2/28/24 CASE NAME: JIFFY LUBE CASE NUMBER: CU24-13 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH DATE: DATE: SHEET: ___ OF ___ __________________ MAYOR __________________ SECRETARY PLANNING AND ZONING COMMISION __________________ CHAIRMAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CUP RESUBMITTAL 3/21/24 EXP. DATE 09/30/24 LIC #106884 DAVID A. TRETTER CASCO #F-11545 EXP. DATE 08/31/24 E0.3 SITE LIGHTING PHOTOMETRICS XXX / XXX SITE PHOTOMETRICS 1613 4/26/24 JIFFY LUBE INTERNATIONAL, 2013 (A LL RIGHTS R E S E R V E D ) F O R W H I C H T H E S E D O C U M E N T S HAVE BEEN PREPARED, THESE DOCUMENTS AND ALL DATA, PLANS, SPECIFICATIONS AND OTHER I N F O R M A T I O N C O N T A I N E D H E R E I N A R E T H E SOLE AND EXCLUSIVE PROPERTY OF JIFFY LUBE INTE RN ATI ON AL. A NY UNAUTHOR IZED USE OF THE SE DOCUM ENTS FOR ANY PURPO SE SHALL BE AT THE USER'S SOLE RISK, WITHOUT LIABILITY TO JIFFY LUBE INTERNATIONAL OR DSATLANTIC, AND SUBJECT TO REASONABLE COMPENSATION BY THE USER TO JIFFY LUBE INTERNATIONAL, AS DETERMINED BY JIFFY LUBE INTERNATIONAL IN I T S S O L E D I S C R E T I O N . S T A N D A R D D E S I G N DOCUMENTS ISSUED BY JLI ARE FOR A SPECIFIC LOCATION ONLY AND SHALL NOT BE USED FOR ANY OTHER PROJECT. THESE DRAWINGS SHALL N O T B E C H A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N R E Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A S U C C E E D I N G PROFESSIONAL LICENSED IN THE STATE WHERE P R O J E C T I S T O B E C O N S T R U C T E D . MU L T I - C A R E S E R V I C E S CR I T E R I A V 2 0 2 3 . 0 6 - 1 X 4 35 0 0 G R A P E V I N E M I L L S B O U L E V A R D N O R T H GR A P E V I N E , T X GR A P E V I N E M I L L S C R O S S I N G 12 S u n n e n D r i v e , S u i t e 1 0 0 , S t . L o u i s , M O 6 3 1 4 3 T: 3 1 4 . 8 2 1 . 1 1 0 0 REVISIONS Permit Date Owner Date Project Number Drawn /Checked By: 2-29-24 2404006 XX-XX-XX Bid Date XX-XX-XX PROFESSIONAL OF RECORD PHONE: 314-821-1100 FOR GRAPEVINE MILLS CROSSING LOTS 6A, BLOCK A, GRAPEVINE MILLS AB. NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TX 1.76 ACRES ZONE: COMMUNITY COMMERCIAL C-C DATE OF PREPARATION: 2/28/24 CASE NAME: JIFFY LUBE CASE NUMBER: CU24-13 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH DATE: DATE: SHEET: ___ OF ___ __________________ MAYOR __________________ SECRETARY PLANNING AND ZONING COMMISION __________________ CHAIRMAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CUP RESUBMITTAL 3/21/24 EXP. DATE 09/30/24 LIC #106884 DAVID A. TRETTER CASCO #F-11545 EXP. DATE 08/31/24 E0.4 SITE LIGHTING PHOTOMETRICS XXX / XXX SITE PHOTOMETRICS 1614 4/26/24 JIFFY LUBE INTERNATIONAL, 2013 (A LL RIGHTS R E S E R V E D ) F O R W H I C H T H E S E D O C U M E N T S HAVE BEEN PREPARED, THESE DOCUMENTS AND ALL DATA, PLANS, SPECIFICATIONS AND OTHER I N F O R M A T I O N C O N T A I N E D H E R E I N A R E T H E SOLE AND EXCLUSIVE PROPERTY OF JIFFY LUBE INTE RN ATI ON AL. A NY UNAUTHOR IZED USE OF THE SE DOCUM ENTS FOR ANY PURPO SE SHALL BE AT THE USER'S SOLE RISK, WITHOUT LIABILITY TO JIFFY LUBE INTERNATIONAL OR DSATLANTIC, AND SUBJECT TO REASONABLE COMPENSATION BY THE USER TO JIFFY LUBE INTERNATIONAL, AS DETERMINED BY JIFFY LUBE INTERNATIONAL IN I T S S O L E D I S C R E T I O N . S T A N D A R D D E S I G N DOCUMENTS ISSUED BY JLI ARE FOR A SPECIFIC LOCATION ONLY AND SHALL NOT BE USED FOR ANY OTHER PROJECT. THESE DRAWINGS SHALL N O T B E C H A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N R E Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A S U C C E E D I N G PROFESSIONAL LICENSED IN THE STATE WHERE P R O J E C T I S T O B E C O N S T R U C T E D . MU L T I - C A R E S E R V I C E S CR I T E R I A V 2 0 2 3 . 0 6 - 1 X 4 35 0 0 G R A P E V I N E M I L L S B O U L E V A R D N O R T H GR A P E V I N E , T X GR A P E V I N E M I L L S C R O S S I N G 12 S u n n e n D r i v e , S u i t e 1 0 0 , S t . L o u i s , M O 6 3 1 4 3 T: 3 1 4 . 8 2 1 . 1 1 0 0 REVISIONS Permit Date Owner Date Project Number Drawn /Checked By: 2-29-24 2404006 XX-XX-XX Bid Date XX-XX-XX PROFESSIONAL OF RECORD PHONE: 314-821-1100 FOR GRAPEVINE MILLS CROSSING LOTS 6A, BLOCK A, GRAPEVINE MILLS AB. NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TX 1.76 ACRES ZONE: COMMUNITY COMMERCIAL C-C DATE OF PREPARATION: 2/28/24 CASE NAME: JIFFY LUBE CASE NUMBER: CU24-13 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH DATE: DATE: SHEET: ___ OF ___ __________________ MAYOR __________________ SECRETARY PLANNING AND ZONING COMMISION __________________ CHAIRMAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CUP RESUBMITTAL 3/21/24 EXP. DATE 09/30/24 LIC #106884 DAVID A. TRETTER CASCO #F-11545 EXP. DATE 08/31/24 E0.5 SITE LIGHTING PHOTOMETRICS XXX / XXX SITE PHOTOMETRICS 1615 4/26/24 ` JIFFY LUBE INTERNATIONAL, 2013 (A LL RIGHTS R E S E R V E D ) F O R W H I C H T H E S E D O C U M E N T S HAVE BEEN PREPARED, THESE DOCUMENTS AND ALL DATA, PLANS, SPECIFICATIONS AND OTHER I N F O R M A T I O N C O N T A I N E D H E R E I N A R E T H E SOLE AND EXCLUSIVE PROPERTY OF JIFFY LUBE INTE RN ATI ON AL. A NY UNAUTHOR IZED USE OF THE SE DOCUM ENTS FOR ANY PURPO SE SHALL BE AT THE USER'S SOLE RISK, WITHOUT LIABILITY TO JIFFY LUBE INTERNATIONAL OR DSATLANTIC, AND SUBJECT TO REASONABLE COMPENSATION BY THE USER TO JIFFY LUBE INTERNATIONAL, AS DETERMINED BY JIFFY LUBE INTERNATIONAL IN I T S S O L E D I S C R E T I O N . S T A N D A R D D E S I G N DOCUMENTS ISSUED BY JLI ARE FOR A SPECIFIC LOCATION ONLY AND SHALL NOT BE USED FOR ANY OTHER PROJECT. THESE DRAWINGS SHALL N O T B E C H A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N R E Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A S U C C E E D I N G PROFESSIONAL LICENSED IN THE STATE WHERE P R O J E C T I S T O B E C O N S T R U C T E D . MU L T I - C A R E S E R V I C E S CR I T E R I A V 2 0 2 3 . 0 6 - 1 X 4 35 0 0 G R A P E V I N E M I L L S B O U L E V A R D N O R T H GR A P E V I N E , T X GR A P E V I N E M I L L S C R O S S I N G 12 S u n n e n D r i v e , S u i t e 1 0 0 , S t . L o u i s , M O 6 3 1 4 3 T: 3 1 4 . 8 2 1 . 1 1 0 0 REVISIONS Permit Date Owner Date Project Number Drawn /Checked By: 2-29-24 2404006 XX-XX-XX Bid Date XX-XX-XX PROFESSIONAL OF RECORD PHONE: 314-821-1100 FOR GRAPEVINE MILLS CROSSING LOTS 6A, BLOCK A, GRAPEVINE MILLS AB. NO. 587 CITY OF GRAPEVINE, TARRANT COUNTY, TX 1.76 ACRES ZONE: COMMUNITY COMMERCIAL C-C DATE OF PREPARATION: 2/28/24 CASE NAME: JIFFY LUBE CASE NUMBER: CU24-13 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH DATE: DATE: SHEET: ___ OF ___ __________________ MAYOR __________________ SECRETARY PLANNING AND ZONING COMMISION __________________ CHAIRMAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT CUP RESUBMITTAL 3/21/24 EXP. DATE 09/30/24 LIC #106884 DAVID A. TRETTER CASCO #F-11545 EXP. DATE 08/31/24 E0.6 SITE LIGHTING PHOTOMETRICS XXX / XXX SITE PHOTOMETRICS 1616 4/26/24