Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ORD 2015-020
ORDINANCE NO. 2015-020 AN ORDINANCE ISSUING 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 CU15-12 TO AMEND THE SITE PLAN APPROVED BY ORDINANCE NO. 2010-45, AS AMENDED, TO EXPAND THE PLANNED COMMERCIAL CENTER FOR A CAR AND TRUCK RENTAL FACILITY IN A DISTRICT ZONED "CC" COMMUNITY COMMERICAL DISTRICT REGULATIONS ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning and Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: ORD. NO. 2015-020 2 Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Conditional Use Permit CU15-12 to amend the previously approved site plan of CU10-19 (Ordinance No. 2010-45), as amended, specifically to expand the planned commercial center and to allow a car and truck rental facility (Enterprise Car and Truck Rental) in a district zoned "CC" Community Commercial District Regulations within the following described property: Lot 7R, Block 6, Metroplace Addition 2nd Installment (1800 South Main Street) 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. j 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 - 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. ORD. NO. 2015-020 3 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 21 st day of April, 2015. i William D. Tate Mayor ATTEST: Tara Brooks City Secretary - ��' A Matthew Boyle City Attorney ORD. NO. 2015-020 _ - g MUSTANG 89.55'41 W S NOTES N 00`009,w 1. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE'S ZONING ORDINANCES SHALL BE MET. IN BMW ZONED: GU - GOVERNMENT USE PARTICULAR THE FOLLOWING SECTIONS WILL BE COMPLIED WITH: SECTION 25, "CC" COMMUNITY COMMERCIAL DISTRICT SECTION 50, SCREENING SECTION 53, LANDSCAPING REGULATIONS SECTION 54, MASONRY REQUIREMENTS SECTION 56, OFF-STREET PARKING REQUIREMENTS SECTION 58, PARKING, LOADING, AND OUTSIDE STORAGE AREA DEVELOPMENT STANDARDS, SECTION 60, SIGN STANDARDS 2. ALL MECHANICAL, HEATING, VENTILATING, AIR CONDITIONING AND ELECTRICAL EQUIPMENT, SHALL BE DESIGNED, INSTALLED AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTIES. ALL SUCH EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW. 3. EXISTING TREES IN LANDSCAPE AREAS SHALL BE SAVED. 4. SITE SHALL BE GRADED IN ACCORDANCE WITH THE CITY OF GRAPEVINE'S SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTTON AND OTHER APPLICABLE CITY REGULATIONS. 5. ALL DUMPSTERS SHALL BE SCREENED ON THREE SIDES BY A SOLID FENCE OR WALL ONE FOOT ABOVE THE DUMPSTER, NOT TO EXCEED EIGHT FEET IN HEIGHT. 6. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 7. PARKING FOR DISABLED PERSONS SHALL BE DESIGNATED ACCORDING TO CHAPTER 23, SEC. 23.64 TO 23.69 OF THE GRAPEVINE CODE OF ORDINANCES, 8. CONDITIONAL USE PERMIT CU15-12 IS A REQUEST FOR A PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,857 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. 9. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 10. THE PROPERTY IS CURRENTLY ZONED "CC" COMMUNITY COMMERCIAL DISTRICT. 11. THE CURRENT LAND USE DESIGNATION AS CONTAINED IN THE COMPREHENSIVE PLAN IS INDUSTRIAL/COMMERCIAL. 12, THE MINIMUM RADIUS FOR ALL DRIVEWAY ENTRANCES IS 20 FEET. 13. THE TYPICAL PARKING SPACE DIMENSIONS ARE 9 FEET BY 18 FEET. DALLAS FORT WORTH INTERNATIONAL 100 0 100 200 LEGAL DESCRIPTION LOTS 1-5, 6R-1, 7R, BR, 13 AND 14, BLOCK 6 METROPLACE, SECOND INSTALLMENT, Scale in Feet A 20.6840 ACRE TRACT OUT OF THE W1WAM BRADFORD SURVEY, ABSTRACT NO. 131 131, IN THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS. 1800 SOUTH MAIN STREET VICINITY MAP N.T.S. SITE DATA LOT NUMBER LOT SIZE I BUILDING COVERAGE I DENSITY BUILDING LOT 1 804000 S.F. 7,500 S.F. 9 4% 28' - LOT 2 80,078 SF. 6,579 S.F. 8.2% 27' - LOT 3 83,085 S.F. 9,100 S.F. 11.0% 19,_ LOT 4 LOT 5 60000 S.F. 106,560 S.F. 6,165 S.F. 11,372 S.F. 10.3% 10.7% 23' - 21' - HIGHWAY NO. 114 N 41TWI)i E lwle+ac ton nano -a,» 2&B5' LOT 11, BLOCK 6 ■�� �; �- L - 11n III iI / 1 III III C �6-i. .L.. 11� 11.1...111 :.s�il:•.ull ..� . .... A ® 0871'42' R m 146240'[_� S 78'3501' W T_ 109.04' L - 21286' --.-' ------------ ------------ 59,500 S.F. (74.4%) 20,500 S.F. (25.6%) 141 SPACES (5 H.C.) DRIVE 18,224 S.F. (22.8%) 145 SPACES (6 H.C.) 2 55'56" W - 1148 89' AIRPORT 148 SPACES (6 H.C.) ry E ,( g5"6 A & SCHNgEXHIBIT MON. 90 44,963 S.F. (74.9%) V0�4, yTS pTTON Page w=C,A0 OF F�s`ln +9st 79,790 S.F. (7197) � 163 SPACES (7 H.C.) y$s51P 7R�ERT W. SCHHEE�RO NOTES: 1. ALL PROPERTY SHOWN HEREON IS ZONEDNALr N65352, 272 SPACES (8 H.C) `4\bow 2. PORTIONS OF THE SUBJECT PROPERTY SHOWN TO BE WITHIN N A SPECIAL FLOWHAZARD AREA AS DEFINED BY THE THE SEAL APPEARING ON THIS DOCUMENT WAS FlA FLOOD HAZARD BOUNDARY MAPS PREPARED FOR THE CITY OF GRAPENN _ COMMUNITY No. 480598, AUTIIOPoZED BY ROBERT W. SCNN®ERG. P.E.65352 ON 04/03/2015. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. IMPERVIOUS AREA OPEN SPACE PARKING 59,500 S.F. (74.4%) 20,500 S.F. (25.6%) 141 SPACES (5 H.C.) 61,854 S.F. (77.27) 18,224 S.F. (22.8%) 145 SPACES (6 H.C.) OWNER: 67,685 S.F. (81.57) 15,400 S.F. (185%) 148 SPACES (6 H.C.) 44,963 S.F. (74.9%) 15,037 S.F. (25.1%) 95 SPACES (4 H.C.) STACY/MAIN, LLC 79,790 S.F. (7197) 25,770 S.F. (25.17) 163 SPACES (7 H.C.) JAMES R. STACY 1900 169,880 S.F. (81.27) 39,335S.F. (18.8%) 272 SPACES (8 H.C) S. MAIN STREET 60,055 S.F (79.9%) 15,104 5.F. (20.1%) 47 SPACES (3 H.C) GRAPEVINE, TEXAS 76051 817-329-6700 LOT 13 116,325 S.F. �. 50,661 S.f. I 43.6% I 49'-11" ( 80,527 S.F. (69.2%)I 35,798 S.F. (30.8%) 141 SPACES (5 H.C.) LOT 14 165.J33 S.F. 24,677 S.F. 14.9% 48'-i" 117.737 S,f. (71.0%) 47.946 S.F. (24.0%1 124 SPACES (5 H. C.) 1,301 SPACES (52 H.C.) N0. DATE N 78'33'01" E --0.31 El I / lr/Ir:;l/11 �� 111111111 \ ljlj� ill -- ;�r3rrrr+i��ta�. CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 I.Q.GSATIQN: 1800 S MAIN ST 78051 -��LQXLIAKY-- DATE: AP ,PLANNING AND ZONING COMMISSION w CHAIR AN DATE: SHEET 1 OF 10' "Af'PR©VAL,QES`NOT AUTHORIZE ANY WORN IN COICT WITH CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES PAGE 1 OF 10 CU15-12 MASTER SITE PLAN FOR LOT 7R0 BLOCK O AE ROPLLQOE 210 WS ALLLMENT 1800 SOUTH MAIN STREET FOR ENTERPRISE CAR & TRUCK RENTAL IN THE CITY OF GRAPEVINE, TEXAS Attic Robert Sohn..bnr9 'onzalez & Schneeberg 680 N. C"Vel IllSutte 260, Pleno, Texns 76074 1nglneers . surveyors 19721 618-8866 Fax:1972) 516-890 SCALE DATE PROJ. NO. DWG. N0. = 100' 1 APRIL 3, 2015 377d-15-03-03 MSP -2015.d9 w REMAINDER OF LOT 8 (PROPOSED LOT 8R) 1/2" IRS SITE DEVELOPMENT DATA ZONING CC -COMMUNITY COMMERCIAL - EXISTING USE M 0 , T .... ' a .............. JESSICA J. KILGORE JESSICA ................ UNDEVELOPED REVISIONS PER CITY COMMENTS 1 03-30-2015 DATED MARCH 18, 2015. PROPOSED USE EMAIL: PHONE: FAX: ENTERPRISE CAR/TRUCK RENTAL AREA REGULATIONS '+ 106 106 9F'•<1 FS9/pgp�EW�' LOT WIDTH 294.92 FT LOT DEPTH 254.77 FT FRONT YARD 25 FT SIDE YARD (NORTH) 20 FT SIDE YARD (SOUTH) 20 FT REAR YARD 25 FT DENSITY REQUIREMENTS REQUIRED PROVIDED LOT SIZE .689 AC 1.725 AC TOTAL LOT SQ. FT. (SF) 30,000 SF 75,159 SF MINIMUM OPEN SPACE 20% OF LOT 20.09% 15,104 SF MAXIMUM BUILDING 60% OF LOT COVERAGE 7.80% 5,857 SF MAXIMUM IMPERVIOUS 80% OF LOT SURFACE 79.90% 60,055 SF HEIGHT MAIN BUILDING 19 FT CAR/TRUCK WASH 17 FT OFF-STREET PARKING TYPE OF PARKING REQUIRED PROVIDED AUTOMOTIVE RETAIL SALES (1 SP/2000 SF SITE AREA) 38 44 ACCESSIBLE PARKING SPACES 3 3 PER CHP. 23, SEC. 23.64 — 23.69 TOTAL REQUIRED PARKING SPACES (INCLUDING ACCESSIBLE PARKING) 38 47 NOTES 1. OUTDOOR STORAGE AND REFUSE DISPOSAL SHALL BE LANDSCAPED AND SCREENED FROM VIEW 2. MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING AIR CONDITIONING UNITS SHALL BE DESIGNED, INSTALLED AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTY. ALL SUCH EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW. 3, THEMASONRY REQUIREMENTS OF SECTION 54 SHALL BE MEET. 4. A SIGN PERMIT WILL BE REQUIRED FOR PROPOSED SIGN. TRAFFIC CIRCULATION KEY DIRECTION OF TRAFFIC FLOW EXHIBIT A Page of r 20 0 20 40 GRAPHIC SCA IN FEET VICINITY MAP '• SCAtJ:: N.T.S CONTRACTOR TO CONTACT ALL UNDERGROUND UTIUTY COMPANIES PRIOR TO BEGINNING OF ANY EXCAVATION WORK. EXERCISE CAUTION WHEN WORKING IN AREA NEAR OVERHEAD ELECTRIC LINES -ESTABLISH AND MAINTAIN TEMPORARY BENCHMARK AT SITE DURING CONSTRUCTION CONDITIONAL USE PERMIT CU15-12: IS REQUESTED FOR A PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,857 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. CIVIL GENERAL NOTES 1. ALL CONSTRUCTION TO CONFORM TO INTERNATIONAL. STATE AND LOCAL CODES AND ORDINANCES CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL FIXTURES AND STRUCTURES. 4, SEE ARCHITECTURAL FINISH OUT. SCHEDULES. FORSPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO CONTACT ARE ENGINEERING INC. AT 817-653-4122 PRIOR. TO ANY SIGNIFICANT DESIGN REVISIONS. PRELIMINARY DIMENSIONAL CONTROL SITE PLAN SCALE: V = 20'-0" � SHEET REVISION HISTORY AME Engineering, Inc TON HE SEAL APPEARING WAS AUITHORIZED BY S DOCUMENT JESSICA J. KILGORE, P.E.106106 ON MARCH 4, 2015 M 0 , T .... ' a .............. JESSICA J. KILGORE JESSICA ................ _�...., t DATE DESCRIPTION REVISIONS PER CITY COMMENTS 1 03-30-2015 DATED MARCH 18, 2015. REVISIONS PER CITY COMMENTS 2 04-03-2015 DATED APRIL 1, 2015. EMAIL: PHONE: FAX: mail@ameengneer.com 817-6534122 817-754-6615 '+ 106 106 9F'•<1 FS9/pgp�EW�' MAIL: 3825 W Green Oaks Blvd Ste 200, Arlington TX 76016 GRAPEVINE ENTERPRISE 1800 S MAIN ST GRAPEVINE, TX 76051 OWNER NAME: JAMES R. STACY OWNER COMPANY: STACYIMAIN, LLC ADDRESS: 1900 S. MAIN ST., GRAPEVINE, TX 76051 CONTACT PHONE: 817-329-6700 AME ENGINEERING PROJECT NUMBER: 1051 2006 IBC. 20091ECC. 2005 NEC CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 LOCATION: 1800 S MAIN ST 76051 --WAYOR' —-SECRETAA9— DATE: PLANNING AND ZONING COMMISSION CHAIRMAN SHEET -Z OF M APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET NUMBER m NOTE: Turf grass is used inside the Lindheimer's Muhly Hedge Recommended turf grass is bermuda sod Lindheimer Muhly Hedge height must comply with city regulations (over S within ayear) CITY REQUIREMENTS OFF-STREET PARKING AREAS (IP) PROPOSED PAVED PARKING = 54,197 SQFT MIN. 10% GROSS PARKING TO BE LANDSCAPED PROPOSED = 54,197 X 10%= 5,420 SF 1 TREE PER 400 SQFT REQUIRED INTERIORAREA PROPOSED: 5420 DIVIDED BY 400=14 TREES REQUIRED PROVIDED: 14 TREES PERIMETER LANDSCAPING (P) ADJACENT AREAS; 941.42 LINEAL FEET REQUIRED; 1 TREE PER 50 LINEAL FT 941 DIVIDED BY 50 =18.83 TREES TOTAL: 19 TREES REQUIRED -19 TREES PROVIDED (P) TOTAL TREES REQUIRED & PROVIDED 14 TREES PLUS 19 TREES= 33 TOTAL TREES LANDSCAPE MAINTENANCE The owner, tenant and their agent, if any shall be jointly and severally responsible for the maintenance of all landscaping. All required landscaping shall be maintained in a neat and orderly manner at all times. This shall include mowing, edging, pruning, fertilizing, irrigation systems, weeding, and other such activities common to the maintenance of landscaping. Landscaped areas shall be kept free of trash, litter, weeds and other such material or plants not a part of the landscaping. All plant materials shall be maintained in a healthy and growing condition as is appropriate for the season of theyear. Plant materials which die shall be replaced with plant material of similarvariety and size. Automatic in -ground irrigation system with rain and freeze sensory capability shall be provided for all required landscape. r �AMA E CAD ��'£ pES�G� ���� / co nape & Irrigation N �-.`L r tft€r Irl DESIGN '1.)NF 8!7-653-4122 9-8111 • rpickering.com (Jl SAX: P, 17 7!�4 1f, MAJL 38255 a . Oaks Bfvd Ste Algtmn TX ,6-016 Landscape Qusnti _�Symbo>f � C)escription, _ Grasses F157 Lindheimer's Muhly 10 Gat 158 .mMexicanFeather Grass 1 allon. Tra 4 0 Desert Willow 3 to 31/2 6 I Eve's Necklace 3" Caliper i 9 O Holly, Yaupon Pride of Houston 25 gal i 4 ( Mixican Plume 30 gal 10 33 -- 0 TOTAL, CD Oak, High Rise 4" caliper TREES LIGHT POLE SYMBOL 8 Pallets of Bermuda Sod 30 Yards of Planter's Mix Soil Amendment NOTE REMINDER: BERMUDA SOD IS TO BE USED BETWEEN THE MUHLY HEDGE AND THE PARKING CURB Page 0 10 20 40 1"=20' 1800 S MAIN ST GRAPEVINE, TX 76051 CONTACT NAME: STEVE TURNBOW CONTACT COMPANY: PMC CHASE LLP CONTACT PHONE: 817461-7439 AME ENGINEERING PROJECT NUMBER: 1051 2006 IBC, 2009 IECC, 2005 NEC CASE NAME: ENTERPRISE CARS CASE NUMBER: LOCATION: 1800 S MAIN ST 76051 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 3 OF 10 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET NUMBER L 1 P.L. = 14' ®FRONT ELEVATION (EAST) : 14' 48'-0" OLEFT SIDE ELEVATION'S (SOUTH) P.L. = 13'-6" BRICK 35'-0" 70'-0" STUCCO OREAR ELEVATION (WEST) 48'-0" ©RIGHT SIDE ELEVATIONS (NORTH) SHEET REVISION HISTORY AME THE SEAL APPEARING i __- ON THIS DOCUMENT P•(E .......,, DATE DESCRIPTION " n p p r i KT WAS AUTHORIZED E, En gin 1 l; l.. I � 1 I 1 JESSICA J. KILGORE, •; REVISIONS PER CITY COMMENTS I n C" P.E. 106106 i•7•...•..••••••••11 03-30-2015 DATED MARCH 18, 2015. JESSICA J. KILGORE 04-03-2015 REVISIONS PER CITY COMMENTS EMAIL: mail@ameengineer.com `• 106106 0'•. " i ( DATED APRIL , 2075. PHONE: St7-653-4122 FAX 817-7548615 FSS /ONAL Ea6 MAIL: 3825 W Green Oaks Blvd Ste 200, Arlington TX 76016 0 T Ole®. jots -a P.L. = 13'-6" 0 r CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 LOCATION: 1800 S MAIN ST 76051 MA46R"_ -SECRETARY- DATE: PLANNING AND ZONING COMMISSION CONDITIONAL USE PERMIT CU15-12 IS A REQUEST FOR A PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. ELEVATION PLAN DATA PRELIMINARY FACADE TOTAL AREA GLAZING & TOTAL OPENING GLA/OPE%' STUCCO MASONRY STUCCO % STONElBRICK MASONRY STONE/BRICK FI TOTAL MASONRY %.. NORTH (SIDE) 861.48 101.51 11.78 520.64 68.51 239.33 31.49 100.00% SOUTH (SIDE) 861.48 101.51 11.78 520.64 68.51 239.33 31.49 100.00% EAST (FRONT) 1253.06 281.48 22.46 681.41 70.13 290.17 29.87 100.00% WEST (REAR) 1153.02 38.00 3.30 919.19 82.44 195.83 17.56 100.00% TOTAL BUILDING 1 4129.03 1 522.50 12.65 2641.88 73.25 1 964.66 26.75 1 100.00% 'AS PERCENTAGE OF "AS PERCENTAGE OF TOTAL AREA TOTAL AREA LESS GLAZING/OPENING AREA 70'-0" STUCCO OREAR ELEVATION (WEST) 48'-0" ©RIGHT SIDE ELEVATIONS (NORTH) SHEET REVISION HISTORY AME THE SEAL APPEARING i __- ON THIS DOCUMENT P•(E .......,, DATE DESCRIPTION " n p p r i KT WAS AUTHORIZED E, En gin 1 l; l.. I � 1 I 1 JESSICA J. KILGORE, •; REVISIONS PER CITY COMMENTS I n C" P.E. 106106 i•7•...•..••••••••11 03-30-2015 DATED MARCH 18, 2015. JESSICA J. KILGORE 04-03-2015 REVISIONS PER CITY COMMENTS EMAIL: mail@ameengineer.com `• 106106 0'•. " i ( DATED APRIL , 2075. PHONE: St7-653-4122 FAX 817-7548615 FSS /ONAL Ea6 MAIL: 3825 W Green Oaks Blvd Ste 200, Arlington TX 76016 0 T Ole®. jots -a P.L. = 13'-6" 0 r CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 LOCATION: 1800 S MAIN ST 76051 MA46R"_ -SECRETARY- DATE: PLANNING AND ZONING COMMISSION CONDITIONAL USE PERMIT CU15-12 IS A REQUEST FOR A PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. CHAIRMAN DATE: SHEET 4 OF 1Q PRELIMINARY APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH CODES OR ELEVATIONS ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES GRAPEVINE ENTERPRISE SHEET NUMBER 1800 S MAIN ST GRAPEVINE, TX 76051 OWNER NAME: JAMES R. STACY OWNER COMPANY: STACY/MAIN, LLC ADDRESS: 1900 S. MAIN ST., GRAPEVINE, TX 76051 Al CONTACT PHONE: 817-329-6700 AME ENGINEERING PROJECT NUMBER: 1051 20061BC, 20091ECC, 2005 NEC BENCHMARK 1: CITY MONUMENT NO. 5 N: 7020356.533 ELEVATION: 646.301 E: 2404664,240 DESCRIPTION: BOX CUT ON INLET ON S MAIN ST LOCATED 180' SOUTH AND 5' EAST FROM THE IRON ROD AT THE SOUTHEAST CORNER OF PROPOSED LOT 7R. BENCHMARK 2: CITY MONUMENT NO. 5 N: 7020739.057 ELEVATION: 641.513 E: 2404352.211 DESCRIPTION: BOX CUT INLET ON X LOCATED 91' SOUTH AND 46' WEST FROM THE IRON ROD AT THE NORTHWEST CORNER OF PROPOSED LOT 7R. 45 SF SURFACE g VICINITY MAP N.T.S. *ESTABLISH AND MAINTAIN TEMPORARY BENCHMARK AT SITE DURING CONSTRUCTION � Z neosm.Ha VICINITY MAP N.T.S. *ESTABLISH AND MAINTAIN TEMPORARY BENCHMARK AT SITE DURING CONSTRUCTION SIGN BY ENTERPRISE L96' TYPICAL LIGHT POLE AND BASE � 1 .os�a�E 3 SF THE MAXIMUM PERMITTED HEIGHT INCLUDING THE BASE SHALL NOT EXCEED THE HIGHEST POINT OF THE PRIMARY F� 0.50STRUCTURE OR 19 -FEET. 2.00' 45 SF STONE BY CONTRACTOR TOJ 6 SF STONE MATCH STYLE OF NEIGHBORHOOD AND APPROVED BY AHJ FRONT ELEVATION SIDE ELEVATION OCONCEPTUAL MONUMENT SIGN CIVIL GENERAL NOTES 1. ALL CONSTRUCTION TO CONFORM TO INTERNATIONAL STATE AND LOCAL CODES AND ORDINANCES CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONSHEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL FIXTURES AND STRUCTURES. 4. AR HIT 71RAL FINISH OUT CH DU FOR SPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. 6. TRA TO CONTACT AME ENGINEERING,INC. A 517-653-4122 R R TO ANY SIGNIFICANT DESIGN REVISIONS. � Z SURFACE SHOWN IS TYPICAL AND VARIES WITH LOCATION. EXPANSION Q a 0 H MATERIAL REQUIRED WHERE CONCRETE IES FULL -CUTOFF OR CUTOFF �_ SURFACES MEET. ANY DISTURBED ' "NIGHTTIME FRIENDLY" w S LANDSCAPING TO BE RESTORED TO ORIGINAL CONDITION. ( p L-4_ II I � Ill�J CLASSIFIED LUMINAIRE � I _ F Z LIGHT POLE o HANDHOLECOVER EXHIB' GROUND LUG WITH #6 AWG COPPER TO REBAR IN FOOTING BASE COVER COPPER CLAD L TEMPERED BASE PLATE AND ANCHOR - CHAMFER EDGES ON BASES /- / BOLTS (BY MANUFACTURER) N SIGN BY ENTERPRISE L96' TYPICAL LIGHT POLE AND BASE � 1 .os�a�E 3 SF THE MAXIMUM PERMITTED HEIGHT INCLUDING THE BASE SHALL NOT EXCEED THE HIGHEST POINT OF THE PRIMARY F� 0.50STRUCTURE OR 19 -FEET. 2.00' 45 SF STONE BY CONTRACTOR TOJ 6 SF STONE MATCH STYLE OF NEIGHBORHOOD AND APPROVED BY AHJ FRONT ELEVATION SIDE ELEVATION OCONCEPTUAL MONUMENT SIGN CIVIL GENERAL NOTES 1. ALL CONSTRUCTION TO CONFORM TO INTERNATIONAL STATE AND LOCAL CODES AND ORDINANCES CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONSHEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL FIXTURES AND STRUCTURES. 4. AR HIT 71RAL FINISH OUT CH DU FOR SPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. 6. TRA TO CONTACT AME ENGINEERING,INC. A 517-653-4122 R R TO ANY SIGNIFICANT DESIGN REVISIONS. � (3)#3 TIES WITHIN SURFACE SHOWN IS TYPICAL AND VARIES WITH LOCATION. EXPANSION 5' FROM TOP MATERIAL REQUIRED WHERE CONCRETE SURFACES MEET. ANY DISTURBED ' LANDSCAPING TO BE RESTORED TO ORIGINAL CONDITION. ( p L-4_ II I � Ill�J I _ GROUNDING CONNECTOR EXHIB' #6 COPPER GROUND WIRE YZ" X 10' COPPER CLAD L GROUND ROD. CONNECT WIRE _ _) \ ON UI AND TO POLE AND _ WRING ROD PER NEC ( ARTICLE 250. Symirol (4)#5 VERTICAL WITH Qty #3 HORIZONTAL 12" ON CENTER I Description NOTES: 1. NEW FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MANUFACTURERS Total Watts #3 TIES ®12" ON CENTER SPECIFICATIONS AND MEET THE MINIMUM DIMENSIONS SHOWN. 2. MINIMUM REINFORCEMENT SHALL 4 BE: (4) #5 BARS VERTICAL WITH 0.8 0.850 #3 BAR HOOPS HORIZONTAL AT 12" ON CENTER 3" MIN. EASM E4 57A 24"N EWSW E41N57A SIGN BY ENTERPRISE L96' TYPICAL LIGHT POLE AND BASE � 1 .os�a�E 3 SF THE MAXIMUM PERMITTED HEIGHT INCLUDING THE BASE SHALL NOT EXCEED THE HIGHEST POINT OF THE PRIMARY F� 0.50STRUCTURE OR 19 -FEET. 2.00' 45 SF STONE BY CONTRACTOR TOJ 6 SF STONE MATCH STYLE OF NEIGHBORHOOD AND APPROVED BY AHJ FRONT ELEVATION SIDE ELEVATION OCONCEPTUAL MONUMENT SIGN CIVIL GENERAL NOTES 1. ALL CONSTRUCTION TO CONFORM TO INTERNATIONAL STATE AND LOCAL CODES AND ORDINANCES CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONSHEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL FIXTURES AND STRUCTURES. 4. AR HIT 71RAL FINISH OUT CH DU FOR SPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. 6. TRA TO CONTACT AME ENGINEERING,INC. A 517-653-4122 R R TO ANY SIGNIFICANT DESIGN REVISIONS. CONDITIONAL USE PERMIT CUI5-12 IS A REQUEST FOR A PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. PRELIMINARY 40 20 40 SITE PHOTOMETRICS PLAN GRAPHIC SCALE IN FE T SCALE: i"=20' - I n L-inaire EXHIB' To am e a o ® iJ ® Schedule Symirol Qty Label Description Linn. Watts Total Watts 4 WP 0.8 0.850 GE EVOLVE EASM E4 57A EWSW E41N57A 101 409 9 SA1 0.850 GE EVOLVE EANA F9590 148 1332 1 FL 0.650 GE EVOLVE EFNA A3540 ------------- -120-277V 96 96 * ILLUMINATED SIGNAGE WAS INCLUDED IN THE DETERMINATION OF THE ILLUMINATION LEVELS. 0.1 `0.2 0.4 0.6 1.3 0.8 1.5 1.5 1.2 0.8 0.9 0.6 0.95 0 6 `� IAt�SCME`SAREA 1,5 1.9 0.8 1.1 0.6 0.3 0.2 0.1 `6 0 .1 : 0.2 0.5 0.9 1.6 1.9 2.LEI 1.] 1.4 0.8 0.6 0.6 0.9 1.6�� S. 8 1.5(��J 0.8L10.4 0.2 0.1 0.0. 0.6 1.0 2.0 3.3 •2.9 11� 3.1 H �.1 0.9 0.3 0.1 0.1 0.3 3.1 3.9 3.3- 0.9 0.] 0.] 1.0 1.8 3.1 3.q T.T 0.2": 0 4' 0.6 1.0 1.3 2.7 3.1. 2.7 3.4 2.0 1.2 1.0 0.9 0.9 i.1 1.4 2.3 3.4 2.8 3.9 2.3 1.3 0.9 0.6 0.4 0.31 0.5"' 0.8 1.1 1.3 1.] 2.3 2.3 2.1 1.5 1.3 1.2 1.2 1.2 1.3 1.4 1.6 2.2 2.4 2.3 1.7 1.3 1.1 0.8 0.5 0.3 Q.2 ". 0.4 ':' 1.3 1.6 1.5 1.3 1.1 5 0.]' 1.0 1.2 1.5 1.5 1.5 1.4 1,9 1.5 i.6 1.] 1.6 1.6 1.5 1.5 I.6 1.7 1.7 j.B 1.4 1,4 1.3 1.3 1.2 1.1 1.1 1.3 1.6 1.9 2.2 2.1 2.0 1.8 1.6 1,4 1.9 1.4 1.5 1.5 1.6 1.7 0.6 0.A aa.2 C (3�. .3 2.1 2.9 1.5 1,3 1.1 0.9 0.9 1.2 1.7 2.9 2.6 2.8 2.9 2.2 1.9 1.6 1,9 1.9 1.6 1.9 2.8 2.3 .2 0.6 b.1 3' 3.9 2.0 1.6 1.0 0.0 0.8 1.1 `.9 1.7 1.6 2.0 3.2 3.6 3.0 1.6 0.3 0.0 SA1 0.3 1.7 .0 2.8 2.9 1.7 1.0 0.7 0.6 0.8 9 .5 2.0 1.8 2.2 3.1 3.2 2.0 0.4 0.0 MH: 191 b.31 1.', 3.M� A l 3.0 3.2 3.0 2.3 1.9 2.2 3.4 3.0 3.6 2.0 0.4 0 0 0.3 .3 2.9 3.3 2Z 3.6 3.3 2.5 2.0 1.9 2.5 3.9 2.3 1.2 1.1 0 1 0.7.3 2.0 2.2 1.9 (4) WP 3.7 3.3 2.6 2.0 1.8 1.8 2.2 2.1 +� 0.0 s MH: 16 FL 0 5 ,0 1.3 1.3 1.1 3.7 3,9 2.6 2.1 1.9 .3 a MH: 1 0.5 : 0.9 1.0 1,1 1.1 3.3 3.1 2.9 1.9 1.8 1.6 1.7 1.8 1.9 0.7 0.3 0.5 0.9 1.2 1.2 1.1 2.6 2.0 1.7 1.7 1.0 2.7 2.4 1.4 0.9 0.2 0.7 : 1.5 1.9 1.9 1.3 1.1 0.9 0.7 0.7 1.0 1.9 1.7 1.6 1.9 3.1 3.6 2.0 1.6 0.3 1.2 2.3 3.2 2.3 1.4 0.9 0.7 2.5 2.3 2.1 1.8 1.5 1.9 1.5 2.0 3.1 ` .0 1.8 0.4.0 �0.9 10.1 0.9 2.0 3.6 2.B 3.0 1.7 1.0 0.7 0.7 0.9 1.3 1.7 2.0 2.0 1.7 1.5 1.2 1.1 1.1 1.3 2.0 3.2 1.8 MH••19 b.4 1.9 2S A`31 2,9 1.7 1.0 0.7 0.6 0.7 0.9 1.1 1.3 1.3 1.1 1.0 0.9 0.8 1.0 1,2 1.7'2.6 3.5 2.5 1.3 0.9 0.1 3 '. 1.5 .� 3j 91.6 1.0 0.7 0.5 0.5 0.6 0.6 OJ OJ O 7 0.6 0.6 '09 0.9 i.2 1.5 1.7 2.4 2.3 1.7 0 2 2. 2.6 1.6 1.2 0.9 0.] 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.7 0.9 1.3 1.6 1.6 1.9 1.8 1.9 0.7 0.3 0.6 1.2 1.6 1.9 1.2 1.3 0.9 0.7 0.6 0.5 0.5 0.5 O.e 0.5 0.5 D.5 0.6 0.7 0.9 1.2 1.5 1.6 2.1 2.3 1.8 k 0.9 0.3 SSp t.7 : 1.0 1.1 1.2 1.2 1.2 1.0 0.9 0.8 0.] 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.9 1.2 1.6 2.2 3.3 2.5 1.3 q 0.5 P 1 0.8 1.0 1.2 1,9 1.5 1,9 1.2 1.1 1.0 0.9 C.9 0.9 i.0 i.2 1.2 1.1 1.0 1.0 1.1 1.3 1.8 3.2 3.1 3.5 2.0 0.8 1.0 1,9 2.1 2.3 2.1 1.5 1.1 1.1 1.1 1.1 1.1 1.6 2.1 2.2 1.8 1.2 1.1 1,1 1.3 1.9 2.9 3.0 1.9 0.0 8 1.1 2.2 3.2 2.6 3.2 `2.3 1.3 1.1 i.l 1.1 1.5 2.9 2.8 2.6 3.2 1.7 1.1 1.1 1.2 1.7 3.0 3.9 3.0 1,6 n8e0�1 �3/ H : f, 0 1 1111 1.6 3.0 3.1 3.3 3.1 3.1 1.8 1.1 1.0 1.3 2,4 3.9 3.3 3.2 3,9 2.6 1,4 1.0 1.0 1,2 1.fi i.3 1.5 i.1 CASE NAME: ENTERPRISE CARS A �4 fI SrgywcFx uuosc vc ueA 5-12 CASE NUMBER: CS MAIN LOCATION. 1800 S MAIN ST 76051 0.8 1 4 1.5 -'-U.8 1.2 0.7 0 7 0.8 1 3 t.8 1.3 1 3 ..CC0�i9 "1I' 1.1 0.9 0.7 0.7 0.0 0.] `0.8 0.7 0 6 '0.3 0 1 _._ ..... _ M.H ...._. 19 .... MH: 1.9 . _ _ -MAYUK-st�E?AKT CONDITIONAL USE PERMIT CUI5-12 IS A REQUEST FOR A PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. PRELIMINARY 40 20 40 SITE PHOTOMETRICS PLAN GRAPHIC SCALE IN FE T SCALE: i"=20' - I n VICINITY MAP N.T.S. 'ESTABLISH AND MAINTAIN TEMPORARY BENCHMARK AT SITE DURING CONSTRUCTION GRADING NOTES 1. TREE/BRUSH REMOVAL ANY TREES AND BRUSH IN THE CONSTRUCTION AREA ARE TO BE UPROOTED AND REMOVED FROM THE SITE. 2. SITE STRIPPING: STRIP FROM THE CONSTRUCTION SITE ALL TOPSOIL AND ANY SURFACE SOILS CONTAINING VEGETATION AND ORGANIC MATTER. TOP SOILS ARE TO BE REMOVED IN ALL CONSTRUCTION AREAS TO A DEPTH THAT IS BELOW GRASS ROOTS OR TO A MINIMUM OF 3 - 6 INCHES. CONTRACTOR IS TO MAINTAIN A STOCKPILE OF TOP SOIL STRIPPINGS ON SITE IN AN AREA DESIGNATED BY THE GC FOR LATER USE FOR BACKFILLING IN GRASSED AREAS OR FINAL GRADING. BEFORE SETTING ELEVATION STAKES, CONFIRM/VERIFY EXISTING PAVING ELEVATIONS AND REPORT ANY DISCREPANCIES TO UNDERSIGNED ENGINEER 3. DRAINAGE: POSITIVE DRAINAGE IS TO BE ESTABLISHED AT THE OUTSET OF CONSTRUCTION TO PREVENT WATERFROM PONDING IN THE BUILDING PAD AND PAVING AREAS. POSITIVE DRAINAGE IS TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS UNTIL ALL PAVEMENT HAS BEEN PLACED AND FINAL GRADES ESTABLISHED, 4. PROOFROLUNG: (PAD AND PAVEMENT AREAS): AFTER STRIPPING OF VEGETATION AND TOP SOIL AND AFTER PERFORMING ANY REQUIRED CUTS, BUT PRIOR TO PLACEMENT OF ANY FILL, THE CONTRACTOR AND THE G.C. ARE TO INSPECT THE SUBGRADE WITH A TEST LAB REPRESENTATIVE PRESENT. PROOFROLL, AS NECESSARY, TO LOCATE ANY SOFT OR UNSTABLE SOILS. ANY SOFT OR UNSTABLE SOILS ARE TO BE REMOVED TO LEVEL OF STIFF OR DENSE SOILS AND THE EXCAVATION SHALL BE BACKFILLED KITH PROPERLY COMPACTED LOW SWELL POTENTIAL FILL MATERIAL. 5. OFFSITE TOED LINES ARE FROM GRAND PRAIRIE AERIAL 1' LINES WHILE ON-SITE (LOTS 1 & 2) ARE FROM SURVEYORS GRID SHOTS AND ARE SHOWN IN }'INCREMENTS THERE IS LIKELY TO BE SOME INCONSISTENCIES BETWEEN THE TWO, 6. GRADING LIMITATIONS: FIRELANE MAY NOT EXCEED 6% SLOPE IN DIRECTION OF TRAVEL OR 3% IN THE LATERAL DIRECTION. Weiall] ---- - STORM DRAIN LINE - SURVEYOR'S MAJOR CONTOUR '---` -- ----� SURVEYOR'S MINOR CONTOUR ■ ■ PROPERTY LINE PAVING BOUNDARY DIRECTION OF FLOW TP 647 34-,," PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION ELEVATION NOTATION EC - Edge of Concrete TP Top of Pavement BC - Back of Curb G Gutter FG - Finished Grade TW = Top of Wall TO = Top of Curb DRAINAGE AREA CALCULATIONS THE SEAL APPEARING CONDITION SO FT ACRE "C"Tc 15 Q5 110 DID 1100 Q100 PRE -DEV. 75, 159 1. 725 0. 30 20 4. 90 2. 54 5. 70 2. 95 S. 3 4,30 POST -DEV. 75, 159 1. 725 0,80 10 6. 90 6. 76 B. 0 11. 04 IL 6 16. 00 A 57,569 1. 322 0,80 10 6. 90 7. 30 8. 0 & 46 11, 6 12. 27 B 2, 111 0, 048 O. 80 10 6, 90 0.27 8. 0 0. 31 11. 6 0. 45 C 7,944 0. 182 0. 80 10 61 90 1.01 B. 0 1. 16 11. 6 1. 69 D 2,368 0. 054 0. BO 10 6. 90 0. 30 8. 00. 35 11. 6 0,50 E 5,167 0, 119 0. 80 10 6. 90 0. 66 8. 0 6 1. 10 OFFSITE F 5, 478 0. 126 0. 80 10 6. 90 0, 70 8. 0 0. 81 11. 6 1. 17 DRAINAGE CALCULATION SUMMARY -CALCULATIONS MADE BY THE RATIONAL METHOD. 817-653-0122 -REFER TO SPOT ELEVATIONS WHERE TORO LINES MAY CONFLICT. FAX -SPOT ELEVATIONS MAY BE ADJUSTED WHERE SPOT DRAINAGE ISSUES ARISE, BUT OVERALL DRAINAGE FLOW PATTERN MUST PREVAIL. 3825 W Green Oaks Blvd Ste 200, Arington 0 = STORM DISCHARGE IN CFS = CIA X CORRECTION FACTOR OF 1.00833 C=RUNOFF COEFFICIENT BASED ON COMMERCIAL LAND USE 1=AVERAGE RAINFALL IN TARRANT COUNTY FOR THE RESPECTIVE TC VALUE A=DRAINAGE AREA IN ACRES TC=TIME OF CONCENTRATION IN MINUTES BENCHMARK 1: CITY MONUMENT NO. 5 N: 7020356.533 ELEVATION: 646.301 E. 2404664.240 DESCRIPTION: BOX CUT ON INLET ON S MAIN ST LOCATED 180' SOUTH AND 5' EAST FROM THE IRON ROD AT THE SOUTHEAST CORNER OF PROPOSED LOT 7R, BENCHMARK 2: CITY MONUMENT NO. 5 N: 7020739.057 ELEVATION: 641.513 E: 2404352.211 DESCRIPTION: BOX CUT INLET ON X LOCATED 91' SOUTH AND 46' WEST FROM THE IRON ROD AT THE NORTHWEST CORNER OF PROPOSED LOT 7R. CONTRACTOR TO CD.E.NNING G LL UNDERGROUND PANIES PRIOR TOF ANY EXCAVATIO CIVIL GENERAL NOTES TC=647 G=64] M�■r ■ ■ ■ ■ In iiiiiiiiiiiiim■ ■ ■ ■ ■ H \ Von MYA W M 7L ® �' 1TrC= 648.2 5 TC6'TC=65265 24G=7.75 G=6505 G=652.35 TC=60G 5 .,, -- / 3-650.13 t� TC=647,65/ C -TT G=647.15 ' \ \ � bC=652.45 `TPTC=65 =648.50 5 ;G=651.95 TC 641:8 .00 Y 0 G 647.00 � � G-651.85 TC�652.40 \ TC 649.43 G"¢51.90 \\\ GF648.68 TC=64997 TC 649.85 _ � G=6494] G=649.35 TC446.50�. L m 646.00 \\\ ® d TP=647.73 T1=648.28 TC=65017 N TC=644.10 \-_,..... -� TG C-654590.6.17 7 TC 0, 4P\36TC=651.7 TG20 TOP/INLET= 430 6 ' t=650.3] TP 6504p\9.87FF�= 648,50' G664 TP=6435D 0 TP=`650`.8`15 TC=65I.10 G=651.10 TP=65090 -6550 TC_651.5 TP=6852'/\TP=64797 TC -649.85 TP=650.52- 7 TC=644.40 G=643.90 1. ALLCONSTRUCTION TO CONFORM TO INTERNATIONAL STATE AND LO .A ODS AND ORDINANCE5 CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL FIXTURES AND STRUCTURES. 4. SEE ARCHITECTURAL FINISH OUT SCHEDULES FOR SPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO CONTACT AME ENGINEERING INC AT 817-653-4122 PRIOR TO ANY SIGNIFICANT DESIGN REVISION5. p SHEET REVISION HISTORY # DATE DESCRIPTION 1 1 03-30-2015 REVISIONS PER CITY COMMENTS DATED MARCH 18, 2015. DIRECTION OF DRAINAGE FLOW AAMEE THE SEAL APPEARING IV' OWNER NAME: JAMES R. STACV TC=650.00 OWNER COMPANY: STACV/MAIN, LLC Engineering WAS AUTHORIZEDJ.KBV '.72n-. Fs9 /ONAL EHO� i G=64950 2006 IBC, 20091ECC, 2005 NEC Inc. P.E. 106106 TC=647.82 G=647.32 ON MARCH 4, 2015 EMAIL: mail@ameengineer.com TC=645.65 G=645.15 TC=646.70 G=64620 817-653-0122 FAX 817-754-6615 MAIL: 3825 W Green Oaks Blvd Ste 200, Arington TX 76016 Pagef 10 DRAINAGE KEY 1. ALLCONSTRUCTION TO CONFORM TO INTERNATIONAL STATE AND LO .A ODS AND ORDINANCE5 CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL FIXTURES AND STRUCTURES. 4. SEE ARCHITECTURAL FINISH OUT SCHEDULES FOR SPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO CONTACT AME ENGINEERING INC AT 817-653-4122 PRIOR TO ANY SIGNIFICANT DESIGN REVISION5. p SHEET REVISION HISTORY # DATE DESCRIPTION 1 1 03-30-2015 REVISIONS PER CITY COMMENTS DATED MARCH 18, 2015. DIRECTION OF DRAINAGE FLOW AAMEE THE SEAL APPEARING IV' OWNER NAME: JAMES R. STACV ON THIS DOCUMENT OWNER COMPANY: STACV/MAIN, LLC Engineering WAS AUTHORIZEDJ.KBV '.72n-. Fs9 /ONAL EHO� i JESSICA J. ILGORE, 2006 IBC, 20091ECC, 2005 NEC Inc. P.E. 106106 ON MARCH 4, 2015 EMAIL: mail@ameengineer.com PHONE: 817-653-0122 FAX 817-754-6615 MAIL: 3825 W Green Oaks Blvd Ste 200, Arington TX 76016 CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 LOCATION: 1800 S MAIN ST 76051 CONDITIONAL USE PERMIT CU15-12 IS A REQUEST FOR A� MATUR --SECRETA T PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 DATE: SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. PLANNING AND ZONING COMMISSION PRELIMINARY 60 ° 30 60 GRADING PLAN GRAPHIC SCALE IN FEET SCALE: 1"=30' h�` 1800 S MAIN ST GRAPEVINE, TX 76051 *i i� .ESSICA OWNER NAME: JAMES R. STACV J..KILG........ JE581CAJ KILGORE OWNER COMPANY: STACV/MAIN, LLC 106106 ( 0; /'c"' J, ADDRESS: 1900 S. MAIN ST., GRAPEVINE, TX 76051 CONTACTPHONE: 817-329-6700 '.72n-. Fs9 /ONAL EHO� AME ENGINEERING PROJECT NUMBER: 1051 2006 IBC, 20091ECC, 2005 NEC CHAT MAM - DATE: SHEET 6 OF LQ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET NUMBER m VICINITY MAP N.T.S. *ESTABLISH AND MAINTAIN TEMPORARY BENCHMARK AT SITE DURING CONSTRUCTION DRAINAGE AREA CALCULATIONS G) CONDITION SQ FT ACRE "C" Tc 15 Q5 110 Q10 1100 Q100 PRE -DEV. 75, 159 1. 725 0. 30 20 4, 90 2.54 5. 70 2.95 B. 3 4. 30 POST -DEV. 75, 159 1. 725 0, 80 10 6. 90 6.76 8. 0 11.04 ll. 6 16. 00 A 57,569 1, 322 0, 80 10 6. 90 7,30 B. 0 8. 46 11. 6 12. 27 B 2, 111 0, 048 O. 80 10 6. 90 0.27 B. 0 0.31 11. 6 0. 45 C 7,944 0. 182 0. 80 10 6. 90 1.01 8. 0 1. 16 11. 6 1. 69 D 2,368 0, 054 0, BO 10 6. 90 0. 30 8. 0 0. 35 11, 6 0. 50 E 5, 167 0, 119 O. 80 10 6. 90 0.66 B. 0 0,76 11. 6 1. 10 OFFSITE F 5,478 O. 126 0, 80 10 6. 90 0.70 B. 0 0.81 11. 6 1, 17 DRAINAGE CALCILRATION SUMMARY -CALCULATIONS MADE BY THE RATIONAL METHOD. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH -REFER TO SPOT ELEVATIONS WHERE TOPO LINES MAY CONFLICT. -SPOT ELEVATIONS MAY BE ADJUSTED WHERE SPOT DRAINAGE ISSUES ARISE, BUT OVERALL DRAINAGE FLOW PATTERN MUST PREVAIL. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND Q = STORM DISCHARGE IN CFS = CIA X CORRECTION FACTOR OF 1.00833 C=RUNOFF COEFFICIENT BASED ON COMMERCIAL LAND USE '1=AVERAGE RAINFALL IN TARRANT COUNTY FOR THE RESPECTIVE TC VALUE A=DRAINAGE AREA IN ACRES TC=TIME OF CONCENTRATION IN MINUTES PRELIMINARY BENCHMARK 1: CITY MONUMENT NO. 5 N: 7020356.533 ELEVATION: 646.301 E: 2404664.240 DESCRIPTION: BOX CUT ON INLET ON S MAIN ST LOCATED 180' SOUTH AND 5' EAST FROM THE IRON ROD AT THE SOUTHEAST CORNER OF PROPOSED LOT 7R. BENCHMARK 2: CITY MONUMENT NO. 5 N: 7020739.057 ELEVATION: 641.513 E: 2404352.211 DESCRIPTION: BOX CUT INLET ON X LOCATED 91' SOUTH AND 46' WEST FROM THE IRON ROD AT THE NORTHWEST CORNER OF PROPOSED LOT 7R. DRAINAGE 1 1 ♦ • r1 v 0• DRAINAGE KEY -.111- DIRECTION OF DRAINAGE FLOW TE -XHIBIT • ..0 •e of POINT OF BEGINNING ,,N 89°: 47" 11 -_-E' -2,54.9?, > i F DRAINAGE AREA PROPOSED 54.22 LF OF 18" RCP STORM DRAIN UNE. 17 SLOPE, 14.6 df CAPACITY G) INSTALL A 02' GRATE INLET AS LOCATED, TIE INTO EXIST.\\\ - ----- ,, U% CIVIL GENERAL NOTES COTO BEGIN ANY EXCAMPANIOVATION WORKING 1. ALL CONSTRUCTION TO CONFORM TO INTERNATIONAL STATE S D MANHOLE. 60 0 30 60 AND LOCAL CODES AND ORDINANCES CURRENTLY ADOPTED BY iMARK ? :LEV 647 513 GRAPHIC SCALE IN FE T 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND CONDITIONAL USE PERMIT CU15-12 15 A REQUEST FOR A STRUCTURES.DFOOMMCARIAND 4EEEARI�HITECTURALFFNISHIXTURECUTNSCH AND TO LITY 5,875 4. DULE$ FOR SPECIFIC SOUARETRUCK RENTAL FACIICENTER PRELIMINARY MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. DRAINAGE PLAN 6. CONTRACTOR TO CONTACT AME ENGINEERING INC AT SCALE: 1"=30' � �-STORY, f f 1;Pf OHLDiNO _ - , -, V � Lor 7 BL=a YEIR9PLACE 11095TAW1FNT T3 T 11 ',; a .. . ..... .P RT.Gr,.... ti990PO5ED Lot 7R> _ ....... ... ( N _ DRAINAGE �EA013' <, � CONTRACTOR TO CONTACT ALL UNDERGROUND UTILITY CIVIL GENERAL NOTES COTO BEGIN ANY EXCAMPANIOVATION WORKING 1. ALL CONSTRUCTION TO CONFORM TO INTERNATIONAL STATE 60 0 30 60 AND LOCAL CODES AND ORDINANCES CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. GRAPHIC SCALE IN FE T 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND CONDITIONAL USE PERMIT CU15-12 15 A REQUEST FOR A STRUCTURES.DFOOMMCARIAND 4EEEARI�HITECTURALFFNISHIXTURECUTNSCH AND TO LITY 5,875 4. DULE$ FOR SPECIFIC SOUARETRUCK RENTAL FACIICENTER PRELIMINARY MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. DRAINAGE PLAN 6. CONTRACTOR TO CONTACT AME ENGINEERING INC AT SCALE: 1"=30' 817-653-4122 PRIOR TO ANY SIGNIFICANT DESIGN REVISIONS n !, 1' VICINITY MAP N.T.S. -ESTABLISH AND MAINTAIN TEMPORARY BENCHMARK AT SITE DURING CONSTRUCTION GRATE INLET CALCULATIONS INLET #/TVPE/SIZE GROSS EFFECTIVE MAXIMUM Co FLOW Qa FLOW Q10O Qby BYPASS GRATE AREA GRATE AREA GRATE HEAD COEFFICIENT CAPACITY RECEIVED FLOW A/SURFACE GRATE/4X2 8 4 .5 .6 13.29 12.27 0 VULCAN PWNNY -600 CN HASIN SERIES 55 LH fN➢TES THIS GRATE PATTERN NOT TYPICAL) 1w 0. = C. A (2gh)^(1/2) Qo = ORIFICE CAPACITY OF GRATE <CFSJ Co = ORFCE FLOW COEFFICIENT= 0.6 A = EFFECTIVE OPENING AREA(SQ.FT.) OF THE GRATE (THE TOTAL AVAILABLE FOR FLOW). A MULTIPLIER OF 0.5 WAS USED FOR THIS DESIGN. g=ACCELERATION DUE TO GRAVITY (32.2 FT/S2 ) In =ALLOWABLE HEAD ON GRATE (FT.) HYDRAULIC CAPACITY FOR SURFACE GRATEi SURFACE GRATE WILL BE UNDER ORIFICE CONDITIONS, THE GRATE AREA CONTROLS THE CAPACITY. —THIN WALL KNOCKOUTS (12' OR 14' AS NEEDED) SURFACE GRATE INLET SCALE. NTS CIVIL GENERAL NOTES 1. ALL CONSTRUCTION TO CONFORM TD INTERNATIONAL STATE AND LOCAL CODES AND ORDINANCES CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL FIXTURES AND STRUCTURES. 4. SEE ARCHITECTURAL FINISH OUT SCHEDULES FOR SPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO CONTACT AMC ENGINEERING INC AT 817-653-4122 PRIOR TO ANY SIGNIFICANT DESIGN R VISION STANDARD MCRETE APRON ITH MIN lx SLOPE ➢ DRAIN. 2- REHAR, BE Ax SPRCIrvG IB' 0.C.E.W. 4' PAD WITH 3000 PSI WNCRETE MAXIMUM PIPE DIA. IS 36' I.D. ALSO AVAILABLE WITH VARIABLE INVERT. SURFACE GRATE INLET SCALE- NTS EXHIBIT To . • BENCHMARK 1: CITY MONUMENT NO. 5 N: 7020356.533 ELEVATION: 646.301 E: 2404664.240 DESCRIPTION: BOX CUT ON INLET ON S MAIN ST LOCATED 180' SOUTH AND 5' EAST FROM THE IRON ROD AT THE SOUTHEAST CORNER OF PROPOSED LOT 7R. BENCHMARK 2: CITY MONUMENT NO. 5 N: 7020739.057 ELEVATION: 641.513 E: 2404352.211 DESCRIPTION: BOX CUT INLET ON X LOCATED 91' SOUTH AND 46' WEST FROM THE IRON ROD AT THE NORTHWEST CORNER OF PROPOSED LOT 7R. DRAINAGE KEY DIRECTION OF DRAINAGE FLOW 0 SHEET REVISION HISTORY f"1 1 03-30-20151 DATIED MARCH 18, SIONS PER 2010MMENTS Urmvrww LUI -' 8R) t' CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 CONTRACTOR TO CONTACT BENCHMARK 1 LOCATION: 1800 S MAIN ST 76051 ALL UNDERGROUND UTILITY`S IBM ELEV 646.301 COMPANIES PRIOR TO BEGINNING _._. ____WAY5R- SLCRETARY OF ANY EXCAVATION WORK. `\ .. �., DATE: PLANNING AND ZONING COMMISSION Cl) O USE PERMIT CU15-12 IS A REQUEST FOR A� ICONDITIONAL PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 f -i � C1 o C ;u CIO 60 m 60 STORMDRAIN PLAN & PROFILE GRAPHIC SCALE IN FEET SCALE: 1"=30' N THE SEISDOC GRAPEVINE ENTERPRISE =N i Engineering, WAS AUTHORIZED BY '�P,.� ., JESSICA J. KILGORE, i` `.. 1800 S MAIN ST GRAPEVINE, TX 76051 Urmvrww LUI -' 8R) t' CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 CONTRACTOR TO CONTACT BENCHMARK 1 LOCATION: 1800 S MAIN ST 76051 ALL UNDERGROUND UTILITY`S IBM ELEV 646.301 COMPANIES PRIOR TO BEGINNING _._. ____WAY5R- SLCRETARY OF ANY EXCAVATION WORK. `\ .. �., DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 8 OF M APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT MATH CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET NUMBER an USE PERMIT CU15-12 IS A REQUEST FOR A� ICONDITIONAL PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. Ail PRELIMINARY 60 0 30 60 STORMDRAIN PLAN & PROFILE GRAPHIC SCALE IN FEET SCALE: 1"=30' THE SEISDOC GRAPEVINE ENTERPRISE AME DOCUMENT ON THIS DOCUMENT -(E �... ,T Engineering, WAS AUTHORIZED BY '�P,.� ., JESSICA J. KILGORE, i` `.. 1800 S MAIN ST GRAPEVINE, TX 76051 Inc.P.E. .. ..... . 106106 *.i ...... ........i t. OWNER NAME: JAMES R. STAGY TTT ! ill.. ON MARCH 4, 2015 JESSICA J KILGORE OWNER COMPANY: STAGY/MAIN, LLC ADDRESS: 1900 S. MAIN ST., GRAPEVINE, TX 76051 EMAIL: mail@ mail@ameengineer.com 106106 . `lam CONTACT PHONE: 817-329-6700 PHONE: 3-4122 CENSE.. FSSjpNAL FAX: MAIL: 817-754-6615 ENS 3825 W Green Oaks Blvd Ste 200, Arlington TX 76016 AME ENGINEERING PROJECT NUMBER: 1051 2006 IBC. 20091ECC. 2005 NEC CHAIRMAN DATE: SHEET 8 OF M APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT MATH CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET NUMBER an WATER GENERAL NOTES 1. EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY, ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 2. THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. DEVELOPER'S SURVEYOR IS RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING TO COMPLETE THIS PROJECT. 4. HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE WATER SERVICE DETAILS. 5. TRENCHES WHICH LAY OUTSIDE EXISTING OR FUTURE PAVEMENTS SHALL BE BACKFILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE "C" BACKFILL MATERIALS. WHEN TYPE "C" BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER TYPE "B" MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY BY MEANS OF TAMPING ONLY. TRENCHES THAT CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACKFILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY WITH MOISTURE CONTENT - 2 AND +4% OF OPTIMUM MOISTURE CONTENT. 6. TOP OF WATER LINES SHALL BE A MINIMUM OF 3' - 6" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 7. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 8. CONTRACTOR SHALL COMPLY WITH TEXAS HOUSE BILL 1569, SEPTEMBER 1, 1989, TO MAINTAIN A VIABLE TRENCH SAFETY SYSTEM AT ALL TIMES. 9. ALL NEW WATER MAINS TO BE FULLY PURGED. DO NOT TEST AGAINST EXISTING VALVES WHEN CONNECTING TO EXISTING MAINS. 10.ALL 6", 8", & 12" WATER MAINS SHALL BE PVC AWWA C900, DR -14, ALL WATER MAINS USING POLY -WRAPPED DUCTILE IRON PIPE SHALL BE CLASS 51. 16 INCH AND LARGER MAINS SHALL BE STEEL, CONCRETE, OR DUCTILE IRON, CLASS 51. 11. FITTINGS SHALL BE DUCTILE IRON AND MECHANICAL JOINT TYPE. WITH "COR -BLUE" BOLTS AND SHALL BE CLASS 250. 12. WHEN EXISTING GRADES ARE LOWER THAN PROPOSED MAINS, THE FILL AREA OVER THE PIPE SHALL BE FILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY TO THE PROPOSED FINISHED GRADE PRIOR TO INSTALLING ANY MAIN. 13. UNLESS OTHERWISE NOTED, WATER METER BOXES SHALL BE LOCATED AT A POINT 3' BEHIND TIE FACE OF THE ADJACENT OR PROPOSED FACE OF CURB. VICINITY MAP N.T.S. *ESTABLISH AND MAINTAIN TEMPORARY BENCHMARK AT SITE DURING CONSTRUCTION SANITARY SEWER GENERAL NOTES 1. TRENCHES WHICH LAY OUTSIDE EXISTING OR FUTURE PAVEMENTS SHALL BE BACK FILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE "C" BACKFILL MATERIALS. WHEN TYPE "C" BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER TYPE "B" MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 90% OF THE MAXIMUM DRY DENSITY BY MEANS OF TAMPING ONLY. TRENCHES THAT CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACKFILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY WITH MOISTURE CONTENT BETWEEN - 2% AND +47 OF OPTIMUM MOISTURE CONTENT. 2. TOP OF SANITARY SEWER PIPE SHALL BE A MINIMUM OF 4' - 0" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 3. ALL MANHOLES NOT IN CONCRETE PAVEMENT SHALL HAVE CONCRETE COLLARS. 4. ALL MANHOLES SHALL HAVE WATERTIGHT INSERTS. 5. CONTRACTOR SHALL COMPLY WITH TEXAS HOUSE BILL 1569, EFFECTIVE SEPTEMBER 1, 1989, TO MAINTAIN A VIABLE TRENCH SAFETY SYSTEM AT ALL TIMES. 6. ALL SANITARY SEWER MAINS SHALL BE CAPPED WITH AN APPROPRIATE CAP AT THE END OF EACH WORKDAY. 7. WHEN EXISTING GRADES ARE LOWER THAN PROPOSED MAINS, THE FILL AREA OVER THE PIPE SHALL BE FILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY TO THE PROPOSED FINISHED GRADE PRIOR TO INSTALLING ANY MAIN. GENERAL NOTES 1. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE SEPARATE PUBLIC IMPROVEMENTS PLANS AND THE CITY OF GRAPEVINE PUBLIC WORKS AND WATER DEPARTMENT DETAILS AND SPECIFICATIONS. 2. THE CITY OF GRAPEVINE PUBLIC WORKS AND WATER DEPARTMENT SPECIFICATIONS SHALL SUPERSEDE ALL OTHER SPECIFICATIONS HEREIN FOR PUBLIC IMPROVEMENTS ONLY. 3. THREE PARTY CONTRACTS WILL BE REQUIRED FOR THE PUBLIC WATER AND SEWER INFRASTRUCTURE. 4. ALL ON-SITE PLUMBING WORK MUST BE PERFORMED BY A TEXAS STATE LICENSED PLUMBER AND CONFORM TO THE REGULATIONS OF THE 2006 IPC WITH LOCAL AMENDMENTS. THIS WORK SHOULD BE REFLECTED IN THE BUILDING PLAN SUBMITTAL ON THE MEP SHEETS. --- F W W - W - W - W - W - W - W 3 EXISTING 8" WATER LINE - - -- SERVICE PROPERTY LINE m EXTEND 8" WATER LINE 3 SERVICE TAPS 8X6 REDUCER PR POSED TO END OF HE AND CAP FIR HYDRANT y w W W W -A4,p W 8X8 TAPPING SLEEVE VALVE ..6"GATE VALVE PROPOSED tY2" METER ANDIRRIGATION METERBOX,135 LF OF 1$i" DOMESTILF OF 1"WATER LINE WATER LINEACKFLOWREVENTIONAP SGS�21' BUILDING SETBACK TO BUILDING I z I Ir I I o PRELIMINARY I I I OENLARGED WATER CONNECTION PLAN I A' I r . I � Page , _ Of EXST STORM SEWER G�3 - EXST STORM CURB INLET UTILITIES LEGEND SYMBOL' DESCRIPTION SD STORM DRAIN LINE (SD) -- EXISTING SD SS SANITARY SEWER LINE (SS) _....... :; EXISTING SS MH SS MANHOLE (MH) EXISTING SS MH - W W - WATER LINE (W) EXST 8" SANITARY SEWER EXISTING WATER LINE WM WATER METER (WM) EXISTING WM FBP1 DOUBLE CHECK VALVE _1,EXST BACKFLOW PREVENTION LIGHT POLE NORTH EXISTING BP FIRE HYDRANT (FH) f OF PROPERTY LINE EXISTING FIRE HYDRANT * NOT ALL SYMBOLS AND UTILITIES MAY BE SHOWN. EXIST. STORM -SEWER MANHOLE M PROPOSED 10' UTILITY EASEMENT THIS PLAT r�'�"® I W NS LL NEW 4' DIA SS MANHOLE rn INSTALL NEW APPROX. 165 LF WATER TO +T+} KNEW 4" SANITARY SEWER TO BUILDINGBUILDING. MINIMUM 1% SLOPE. I Sf SEE C3.1 FOR DETAILS. BENCHMARK 1: CITY MONUMENT NO. 5 N: 7020356.533 ELEVATION: 646.301 E: 2404664.240 DESCRIPTION: BOX CUT ON INLET ON S MAIN ST LOCATED 180' SOUTH AND 5' EAST FROM THE IRON ROD AT THE SOUTHEAST CORNER OF PROPOSED LOT 7R. BENCHMARK 2: CITY MONUMENT NO. 5 N: 7020739.057 ELEVATION: 641.513 E: 2404352.211 DESCRIPTION: BOX CUT INLET ON X LOCATED 91' SOUTH AND 46' WEST FROM THE IRON ROD AT THE NORTHWEST CORNER OF PROPOSED LOT 7R. CONDITIONAL USE PERMIT C1175-12 IS A REQUEST FOR A PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. PROPOSED FIRE HYDRANT 1 EXST 12" dWATER MAIN EXST EXST STORM dSTORM SEWER CURB 'SEWER INLET I CIVIL GENERAL NOTES 1. ALL CONSTRUCTION TO CONFORM TO INTERNATIONAL STATE AND LOCAL CODE5 AND ORDINANCES CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALLFIXTURES AND STRUCTURES. 4. SEE ARCHITECTURAL FINISH OUT SCHEDULES FOR SPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN, 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO CONTACT AME ENGINEERING INC AT 817-653-4122 PRIOR TO ANY SIGNIFICANT DESIGN REVISIONS PRELIMINARY 39 _ 60 UTILITY PLAN HE SEAL APPEARING p SHEET REVISION HISTORY AME THE THIS DOCUMENT # DATE DESCRIPTION Engineering WAS AUTHORIZED E, ��P'" "•. REVISIONS PER CITY COMMENTS A JESSICA J.KILGOR6 tr '•:f Inc. PE 106106 t` ^I 03-30-2015 ..........................:. DATED MARCH 18, 2015. ON MARCH 4, 2015 JESSICA) KILGORE EMAIL: mail@ameengineer.com o`.. 106106 ,%� PHONE: 817653-4122 FAX 817-754-6615 FSS /ONAL. ENG MAIL: 3825 W Green Oaks Blvd Ste 200, Arlington TX 76016 SCALE: 1"=30' GRAPEVINE ENTERPRISE 1800 S MAIN ST GRAPEVINE, TX 76051 OWNER NAME: JAMES R. STACY OWNER COMPANY: STACY/MAIN, LLC ADDRESS: 1900 S. MAIN ST., GRAPEVINE, TX 76051 CONTACT PHONE: 817-329-6700 AME ENGINEERING PROJECT NUMBER: 1051 2006 IBC. 2009 ECC. 2005 NEC EXISTING FIRE HYDRANT "- EXST 12" dWATER MAIN CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 LOCATION: 1800 S MAIN ST 76051 -MATUN-SE'CRETAKY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET a OF 7Q APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT NTH CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET NUMBER WA EXST 12" dWATER SEE ENLARGED WATER EXISTING FIRE CONNECTION - -� HYDRANT MAIN PLAN THIS SHEET \ EXST 8" SANITARY SEWER - - - - - - - - - - - - dEXST B" WATER SERVICE.. .` ,,, _, ......... I _1,EXST LIGHT POLE NORTH .. f OF PROPERTY LINE PROPOSED POLE -MOUNTED - TRANSFORMER. SITE SERVICE TO BE UNDERGROUND APPROX. 1'50 LF.:- CONNECT TO EXISTING •: LINE. FLOWLINE TO BE CAPPED SS DETERMINED. M PROPOSED 10' UTILITY EASEMENT THIS PLAT r�'�"® I W NS LL NEW 4' DIA SS MANHOLE rn INSTALL NEW APPROX. 165 LF WATER TO +T+} KNEW 4" SANITARY SEWER TO BUILDINGBUILDING. MINIMUM 1% SLOPE. I Sf SEE C3.1 FOR DETAILS. BENCHMARK 1: CITY MONUMENT NO. 5 N: 7020356.533 ELEVATION: 646.301 E: 2404664.240 DESCRIPTION: BOX CUT ON INLET ON S MAIN ST LOCATED 180' SOUTH AND 5' EAST FROM THE IRON ROD AT THE SOUTHEAST CORNER OF PROPOSED LOT 7R. BENCHMARK 2: CITY MONUMENT NO. 5 N: 7020739.057 ELEVATION: 641.513 E: 2404352.211 DESCRIPTION: BOX CUT INLET ON X LOCATED 91' SOUTH AND 46' WEST FROM THE IRON ROD AT THE NORTHWEST CORNER OF PROPOSED LOT 7R. CONDITIONAL USE PERMIT C1175-12 IS A REQUEST FOR A PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. PROPOSED FIRE HYDRANT 1 EXST 12" dWATER MAIN EXST EXST STORM dSTORM SEWER CURB 'SEWER INLET I CIVIL GENERAL NOTES 1. ALL CONSTRUCTION TO CONFORM TO INTERNATIONAL STATE AND LOCAL CODE5 AND ORDINANCES CURRENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALLFIXTURES AND STRUCTURES. 4. SEE ARCHITECTURAL FINISH OUT SCHEDULES FOR SPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN, 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION. 6. CONTRACTOR TO CONTACT AME ENGINEERING INC AT 817-653-4122 PRIOR TO ANY SIGNIFICANT DESIGN REVISIONS PRELIMINARY 39 _ 60 UTILITY PLAN HE SEAL APPEARING p SHEET REVISION HISTORY AME THE THIS DOCUMENT # DATE DESCRIPTION Engineering WAS AUTHORIZED E, ��P'" "•. REVISIONS PER CITY COMMENTS A JESSICA J.KILGOR6 tr '•:f Inc. PE 106106 t` ^I 03-30-2015 ..........................:. DATED MARCH 18, 2015. ON MARCH 4, 2015 JESSICA) KILGORE EMAIL: mail@ameengineer.com o`.. 106106 ,%� PHONE: 817653-4122 FAX 817-754-6615 FSS /ONAL. ENG MAIL: 3825 W Green Oaks Blvd Ste 200, Arlington TX 76016 SCALE: 1"=30' GRAPEVINE ENTERPRISE 1800 S MAIN ST GRAPEVINE, TX 76051 OWNER NAME: JAMES R. STACY OWNER COMPANY: STACY/MAIN, LLC ADDRESS: 1900 S. MAIN ST., GRAPEVINE, TX 76051 CONTACT PHONE: 817-329-6700 AME ENGINEERING PROJECT NUMBER: 1051 2006 IBC. 2009 ECC. 2005 NEC EXISTING FIRE HYDRANT "- EXST 12" dWATER MAIN CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 LOCATION: 1800 S MAIN ST 76051 -MATUN-SE'CRETAKY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET a OF 7Q APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT NTH CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET NUMBER WA CITY OF GRAPEVINE EROSION CONTROL ORDINANCE ARTICLE IV. -ADMINISTRATION, STANDARD FOR EROSION AND SEDIMENTATION CONTROL Sec. A. - Standard for new subdivisions. In addition to those requirements for subdivisions found in Appendix B of the Code of Ordinances, City of Grapevine, Texas, all applicants for subdivision of land shall submit to the director of public works an erosion and sedimentation control plan for approval prior to the commencement of construction. The erosion and sedimentation control plan shall be included in the engineering construction plans. No construction may commence until such time that the erosion and sedimentation control plan has been reviewed and approved by the department of public works. (Ord. No. 87-45, § 1(Art. IV, §A), 8-4-87) Sec. B. - Erosion and sedimentation control plan. (a) The objective of the erosion and sedimentation control plan is to prevent public erosion nuisances (see Article 11, section B). The prevention of public erosion nuisances can be promoted, in part, by the following goals: (1) Reduce sedimentation in streams, creeks, lakes, waterways, storm drains, etc. (2) Protect the quality of the water in the City of Grapevine. (3) Provide, protect and preserve wildlife habitat. (4) Provide for restoration of sites to reduce the negative environmental impacts of construction activity. (b) The following considerations, at a minimum, should be addressed in any erosion and sedimentation control plan submitted to the director of public works: (1) Limit the size of disturbed areas to the greatest extent possible. (2) Stabilize any disturbed area as soon as possible. (3) For construction activities in waterways, the following additional requirements must be met: a. At the end of each work day, the contractor shall remove all loose excavated material from all water channels. b. No construction or fill materials can be stored within the limits of the channel. All equipment and materials storage and staging areas must have erosion controls. c. Rock berms or sand bag berms shall be used to entrap sediment. d. Flooding potential should be considered when locating the control measures. (4) Controls are required to intercept silt from all disturbed areas. (5) Keep the velocities of stormwater runoff below the erosive level. (6) Protect steep areas and areas disturbed by development activity from upstream runoff. (7) Capture and filter/detain stormwater runoff. (8) Minimize the extent of sediment leaving the project site. (9) Reduce flooding hazards and silt removal cost associated with excessive sediment accumulation. in storm drains and waterways. (10) Reduce the concentration of stormwater runoff and promote sheet flow to the greatest extent possible. IT 1) Revegetate all disturbed areas with a rapid, vigorous growth of long-term vegetation composed of a mixture of grasses, forbs and woody plants. (12) Provide sedimentation and/or filtration ponds to maintain and improve water quality. (13) Erosion control plans should be phased to accommodate changes in drainage patterns that occur during development. (14) Reduce the silt leaving a construction site on the wheels of construction vehicles by providing vehicle washing areas and/or stabilized construction entrances and exits. (15) Preserve and protect existing vegetation to the greatest extent possible. (16) Planning should consider the natural topography and soil conditions in an attempt to limit the erosion potential, (17) Design erosion/sedimentation controls to harmonize with the natural character of the land. (18) When storm drain inlets must be protected, a perimeter filtration dike shall be used (triangular filtration dike or hay bale dike). (c) The above -listed considerations are illustrative only and are not to be considered an exhaustive list of the criteria an effective erosion and sedimentation control plan should address in order to prevent a public erosion nuisance. It shall be the sole responsibility of the applicant to prepare and submit an erosion and sedimentation control plan. (Ord. No. 87-45, § I (Art IV, § 8), 8487) Sec. C. - Effect of approval. (a) It is to be understood that the approval of an erosion and sedimentation control plan by the department of public works does not constitute a recognition by the city that the erosion and sedimentation control plan will prevent any, or all, public erosion nuisances. By approval of the erosion and sedimentation control plan, the city does not warrant that the erosion and sedimentation control plan will be sufficient to prevent a public erosion nuisance, and the city waives no rights to pursue any legal remedies, both under this ordinance and all other applicable ordinances and laws. (b) If for any reason, after an erosion and sedimentation control plan is approved by the department of public works, a public erosion nuisance occurs on property addressed by said erosion and sedimentation control plan, the approval of said erosion and sedimentation control plan shall not be a defense or bar to prosecution under this ordinance. (Ord. No. 87-45, § I(Art IV, § Q, 8487) Sec. D. - Warning and disclaimer of liability. The planning considerations given in this ordinance for erosion controls rely on a degree of erosion and sedimentation control and flood protection that is considered reasonable for regulatory purposes and that is based on scientific, engineering and economic considerations. This ordinance does not imply that erosion and sedimentation controls will survive inundation by runoff from storms or that land below such controls will be free from flooding or flood damages. This ordinance shall not create liability on the part of the City of Grapevine, or any officer or employee thereof, for any flood damages or erosion or sedimentation damages, whether to persons or property, that result from reliance on this ordinance or any administrative decision lawfully made thereunder. (Ord. No. 87-45, § 1(Art. IV, § D), 8.487) Sec. E. - Surety for permanent erosion controls in new subdivisions. (a) The applicant shall provide a surety in the form of cash, certificate of deposit, surety bond or irrevocable letter of credit acceptable to the city to ensure that vegetative cover and other permanent erosion control measures are installed, maintained and functioning properly at the end of a two-year period from the date of final acceptance of the dedicated streets and/or utilities by the City of Grapevine. This surety shall be given to the city before the final acceptance of the streets and/or utilities. This surety shall be in the amount estimated by the developer, which is 100 percent of the cost of constructing and maintaining the permanent erosion controls for a two-year period. However, such estimate is subject to review by the director of public works and may be rejected, and the surety not accepted, if the director of public works deems the estimate not to be a reasonable approximation of the costs of constructing and maintaining the erosion controls. (b) Should the vegetative cover die or become sparse or the erosion controls fail to be maintained or are not functioning during this two-year period, the city may notify applicant in writing. The applicant has ten days after being notified to begin correcting the problems. If no corrections are started, the city may make the necessary repairs by exercising the surety or billing the applicant. If at the end of the two-year period the vegetative cover is still not established or is sparse, or the erosion controls are not functioning, the city may exercise the surety and have the erosion controls installed and established. (c) The above procedures for ensuring that vegetation is established shall apply to all projects, whether or not the vegetation is the long-term maintenance responsibility of the city. Any vegetative cover which is planted and is a permanent part of the improvement project will not be accepted by the city until the growth has been established and maintained by the developer for a two-year period from the date offinal acceptance ofthe subdivision. (d) After the two-year period has elapsed, the owner of the property shall be responsible for maintaining the erosion controls in good working order. If any future owner modifies or disturbs the erosion controls for the area, that owner must restore or replace the permanent erosion controls at the conclusion of the disturbing activity. (Ord. Na. 87-45, § 1(Art. IV, § E), 8-4-87) Sec. F. - Stop -work orders. All development, improvement and construction on any land which is in violation of the provisions of this ordinance may be halted and stopped by order of the director of public works. No stop -work order may be issued until the notice provisions of this ordinance (Article II, section Q are fully complied with by the city and the owner or agent of the premises is given a reasonable time period to correct the public erosion nuisance and to clean up and remove the offending and burdensome sedimentation. EDGE OF PLASTIC WASTE PIT SANDBAG SILT FENCE LINING Q Q j'� ENTRANCE 0' MIN.—+^I 2' MIN. 10 ML, PLASTIC SANDBAG LINING,;, 10 MIL PLASTIC LINING A 3' MIN. A SOLID WASTE REFUSE — �teF MAX ® ® ® ® DISTURBED AREA T SLOPE SECTION A A. N.TS. BOUNDARY d GRATE INLET CONCRETE WASHOUT DETAIL KT.S. CONCRETE WASHOUT CALCULATIONS: IMPERVIOUS AREA = 59,512 SF X .5 = 29,756 CUBIC FEET 6 CF REQUIRED PER 10 CY OF CONCRETE PLACED TOTAL CONCRETE PLACED = 1CF/27CY = 1,102 CY (1392 CY/10 CY)-6 CF = 661 CF REQUIRED SINGLE CONCRETE WASHOUT DIMENSIONS TO MEET REQUIRED SIZE AT 12' x 12' x 4'-7" MINIMUM `TOTAL 1,072',LF SILT FENCE FIRMLY EMBEDDED 6" BELOW SOIL EXHIBIT o �e �. aas oao /O ER❑SI❑N CONTROL LEGEND aCONCRETE WASTE PIT ® ® SILT FENCE JEGORE ROCK STABILIZED j'� ENTRANCE a m , CURB INLET J PROTECTION SOLID WASTE REFUSE CONTAINER ® ® ® ® DISTURBED AREA BOUNDARY ❑ GRATE INLET VICINITY MAP CIVIL GENERAL NOTES N.T.S. 1. ALL CONSTRUCTION TO CONFORM TO INTERNATIONAL STATE AND LOCAL CODES AND ORDINANCES CURRENTLY ADOPTED BY *ESTABLISH AND MAINTAIN THE AUTHORITY HAVING JURISDICTION. TEMPORARY BENCHMARK AT SITE 2. CONTRACTORS TO CONFIRM ALL SPECIFICATIONS HEREIN WITH DURING CONSTRUCTION ACTUAL EQUIPMENT IN FIELD PRIOR TO INSTALLATION. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL FIXTURES AND STRUCTURES. 4. SEE ARCHITECTURAL FINISH OUT SCHEDULES FOR SPECIFIC MODELS, COLORS AND DESIGN NOT DEFINED HEREIN. 60 5. CONTRACTOR TO VERIFY UTILITY SERVICE LOCATIONS WITH MEP PLANS PRIOR TO CONSTRUCTION, 6. CONTRACTOR TO CONTACT AME ENGINEERING INC AT 817-653-4122 PRIOR TO ANY SIGNIFICANT DESIGN REVISIONS. p SHEET REVISION HISTORY AME THEONSTEAL HHISIS APPEARING DOCUMENT It DATE DESCRIPTION Engineering WAS AUTHORIZED BY JESSICA J. KILGORE, '1 03-30-2015 REVISIONS PER CITY COMMENTS Inc..E. 106106 DATED MARCH 18, 2015.11� ON MARCH 4, 2015 EMAIL: mall@ameengineer.com PHONE: 817-6534122 FAX 817-754-6615 MAIL: 3825 W Green Oaks Blvd Ste 200, Arlington TX 76016 V/119401% rCURB INLET PROTECTION HERE AND 375 LINEAR FEET TO THE SOUTI (FIELD VERIFY EXAC LOCATION) 1 50'X34' (MIN 50'X25') ROCK STABILIZED EXIT PER NCTCOG !SWM TECH MANUAL BENCHMARK 1: CITY MONUMENT NO. 5 N: 7020356.533 ELEVATION: 646.301 E: 2404664.240 DESCRIPTION: BOX CUT ON INLET ON S MAIN ST LOCATED 180' SOUTH AND 5' EAST FROM THE IRON ROD AT THE SOUTHEAST CORNER OF PROPOSED LOT 7R. BENCHMARK 2: CITY MONUMENT NO. 5 N: 7020739.057 ELEVATION: 641.513 E: 2404352.211 DESCRIPTION: BOX CUT INLET ON X LOCATED 91' SOUTH AND 46' WEST FROM THE IRON PROD AT THE NORTHWEST CORNER OF PROPOSED LOT 7R, CONTRACTOR TO CONTACT ALL UNDERGROUND UTILITY COMPANIES PRIOR TO BEGINNING OF ANY EXCAVATION WORK. CONDITIONAL USE PERCU15-12 IS A REQUEST FOR A PLANNED COMMERCIAL CENTER AND TO ALLOW A 5,875 SQUARE FOOT CAR AND TRUCK RENTAL FACILITY. PRELIMINARY EROSION CONTROL PLAN SCALE: 1"=30' .,1800 S MAIN ST GRAPEVINE, TX 76051 L!OWNER NAME: JAMES R. STACY JEGORE OWNER COMPANY: STACY/MAIN, LLC j'� ADDRESS: 1900 S. MAIN ST., GRAPEVINE, TX 76051 PHONE: 817-329-6700 ,:''�,'"CONTACT NC AVE ENGINEERING PROJECT NUMBER; 1051 2006 IBC, 20091ECC, 2005 NEC CASE NAME: ENTERPRISE CARS CASE NUMBER: CU15-12 LOCATION: 1800 S MAIN ST 76051 DATE: PLANNING AND ZONING COMMISSION HAI A DATE: SHEET 10 OF ]Q APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT NTH CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET NUMBER N9