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ORD 2014-031
IN 11h IN • SUBJECT: CONDITIONAL USE REQUEST CU15-39; LOT 1, BLOCK 1, RYDER ADDITION RECOMMENDATION Staff recommends the Site Plan Review Committee consider the proposed changes to Conditional Use Request CU14-13 (Ord. 2014-31) approved at the June 17, 2014 meeting specifically to allow for truck and trailer rental, lease sales, vehicle maintenance and fueling and take any other action necessary. BACKGROUND INFORMATION The Site Plan Review Committee at the September 3, 2014 meeting approved Conditional Use Request CU14-36 on the subject site to allow for a 11,622 -square foot vehicle maintenance and office building; which was a 725 -square foot expansion to a previously approved 10,897 -square foot building. Conditional Use Request CU14-13 was approved on the second reading of an ordinance by the City Council on June 17, 2014. The request was to expand the subject site by adding 1.02 acres and allow for truck and trailer rental and lease sales, vehicle maintenance and fueling in the "LI" Light Industrial District. Originally developed in 1980, the current use has been in operation since 2009. The Board of Adjustment at their June 2, 2014 meeting approved a special exception on the subject site relative to the front yard landscape requirement. With this request the applicant proposes an expansion of the previously approved 11,622 -square foot warehouse/storage and office building to 14,181 -square feet for a 2,559 -square foot warehouse/storage expansion. As result of the proposed building expansion the following parking lot layout is proposed: • A proposed new fueling station and canopy will replace an existing fueling station and canopy • The refuse container will be relocated from the northwest quadrant of the subject site to the southwest quadrant • The total provided parking is reduced by five parking spaces to 88 -parking spaces, 83 parking spaces are required /at 0:2MCU 15-39.4sprc E)NMJVd C131!DNV (INV NOI NVd 3 E)N1 1111's :NOI IA3�J ".� ca C ;1� EASY ST Q Lu Ul CU C� Q LOVERS (1} 0 Q ®®rr�d� CL O J .• TWILIGHT i < L13 LxI.�3 P TRAIL SUNSHINE 0.. f6 O MINTERS CHAPEL s Q W 0 LU Z_ w Q J w Lij ii ` w J U} w 0 W < 0 F- L) z Imo- W U U3 LL! w w O O W a � w w LL � �� C7 to 0 Z W 0 L' w z 0 W 0 d LuLL 7 Z. a X no LL U . I C ;1� m Lu Ul CU CII ' (1} 0 Q ®®rr�d� CL O `� s Q W 0 LU Z_ w Q J w Lij ii ` w J U} w 0 W < 0 F- L) z Imo- W U U3 LL! w w O O W a � w w LL � �� C7 to 0 Z W 0 L' w z 0 W 0 d LuLL 7 Z. a X no LL U . 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TRIPLETT, JR, PLANNER 11 SUBJECT: CONDITIONAL USE REQUEST CU14-36; LOT 1, BLOCK 1, RYDER ADDITION Staff recommends the Site Plan Review Committee consider the proposed changes to Conditional Use Request CU14-13 (Ord. 2014-31) approved at the May 20, 2014 meeting specifically to allow for truck and trailer rental, lease sales, vehicle maintenance and fueling and take any other action necessary. BACKGROUND INFORMATION Conditional Use Request CU14-36 was submitted by Brandon Middleton and was approved on the first reading by the Site Plan Review Committee at the August 6, 2014 meeting. The request was to allow a 11,622 square foot vehicle maintenance and office building; which is a 725 -square foot expansion to the previously approved 10,897 square foot building. The total required parking for the proposed expansion is 83 - parking spaces; 93 -spaces are provided. At the August 6, 2014 meeting the Site Plan Review Committee recommended approval of the request and scheduled the second reading to September 3, 2014, contingent upon approval by the Board of Zoning Adjustment of a special exception relative to the minimum front yard open space requirement for the existing use. The Board of Zoning Adjustment at the August 25, 2014 meeting approved a special exception on the subject site to accommodate the proposed improvements approved at the August 6, 2014 meeting. Conditional Use Request CU14-13 was approved on the subject site by the City Council on June 17, 2014. The request was to expand the site by adding 1.02 acres and allow for truck and trailer rental and lease sales, vehicle maintenance and fueling in the "Ll" Light Industrial District. Originally developed in 1980, the current use has been in operation since 2009. 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ONIJ.SDIG� _ : ` w .Zt ONI1S3X3 �ine sus I i G . 13 " -W>zCdet�16 - 1 ,n , OL181N3963AN1 x ) Ilr a m dPt n �ON 31di.?Nd-000 I L I I kiL w ) I .Zt ONI1S3X3 �ine sus I i ORDINANCE NO. 2014-31 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 CU14-13 FOR TRUCK AND TRAILER RENTAL, LEASING, MAINTENANCE AND FUELING IN A DISTRICT ZONED "LI" LIGHT INDUSTRIAL 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) AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS 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 & 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 considerthe 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. 2014 -31 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 CU14 -13 to allow for truck and trailer rental, lease sales, vehicle maintenance and fueling (Ryder Truck Rental), in a district zoned "LI" Light Industrial District within the following described property: proposed to be platted as Lot 1, Block 1, Ryder Addition (1150 Texan Trail) 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 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 ORD. NO. 2014 -31 3 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 this ordinance shall become effective from and after the date of its final passage. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on first reading on this the 20th day of May, 2014. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on second and final reading on this the 17th day of June, 2014. "C• William D. Tate Mayor ATTEST: '3�' !�2�a Jo i t. Brown Cit Secretary APPROVED AS TO FORM: John F. Boyle, Jr. City Attorney ORD. NO. 2014 -31 4 �m � }c Y,� y O z sn �d s� �Er`z 9�a =i�c] EXHIBIT TO 00, AoN- 3l NORTH page / of GRAPHIC SCALE IN FEET 0 15 30 60 LEGEND IRpp �f ® PROPOSED ASPHALT PAVEMENT DPROPOSED ASPHALT MI LL AND OVERLAY N 89 °46'08" W PROPOS ED LIGHT DUTY S' CONCRETE OFfKE 9k,4 9 r t' AIN TINA (E AM1D AF.PAIR 909 JF l,LtEh ! N TOTAL iD,897 PROPOSED HEAVY DUTY ]' CONCRETE • . 0 - -661— _661-- =W_ SS— ONE— EXISTING CONCRETE PAVEMENT PROPOSED CONTOUR EXISTING CONTOUR WATERLINE SANITARY SEWER LINE OVERHEADELECTRICLINE X FH Le CL C� PROPOSED FENCE EXISTING FENCE FIRE HYDRANTS LANDSCAPEDAREAS 6 CHAIN LINK FENCE TRAFFIC CIRCULATION DIRECTION _. 1D PERIMETER LANDSCAPE •... IS. -:. _ _.. P &NALi N 69 °48'08' W D TTTT 0% 11TI&I 744`4: — nxry OUS 411, 31t.35b 90," O cm I ce2 ts.Ix� " - POKIER TO BE 15 SANK F LS EASEMENTI �ESE.TE CL--o F c FL EMPLOYEE AND X19TOM RANKING AREA Y� j II ,!!!!1!!!!!!!!!!!!!!!!!!!!!!!!� �!!!• \!I 4 LS POP EXHIBIT TO 00, AoN- 3l NORTH page / of GRAPHIC SCALE IN FEET 0 15 30 60 LEGEND IRpp �f ® PROPOSED ASPHALT PAVEMENT DPROPOSED ASPHALT MI LL AND OVERLAY N 89 °46'08" W PROPOS ED LIGHT DUTY S' CONCRETE OFfKE 9k,4 9 r t' AIN TINA (E AM1D AF.PAIR 909 JF l,LtEh ! N TOTAL iD,897 PROPOSED HEAVY DUTY ]' CONCRETE PROPOSED CONCRETE RIP -RAP - -661— _661-- =W_ SS— ONE— EXISTING CONCRETE PAVEMENT PROPOSED CONTOUR EXISTING CONTOUR WATERLINE SANITARY SEWER LINE OVERHEADELECTRICLINE X FH Le CL C� PROPOSED FENCE EXISTING FENCE FIRE HYDRANTS LANDSCAPEDAREAS 6 CHAIN LINK FENCE TRAFFIC CIRCULATION DIRECTION _. 1D PERIMETER LANDSCAPE •... IS. -:. _ _.. P &NALi N 69 °48'08' W D TTTT 0% 11TI&I 744`4: — nxry OUS 411, 31t.35b 90," O cm I ce2 ts.Ix� " - POKIER TO BE 15 SANK LS EASEMENTI �ESE.TE CL--o F c FL EMPLOYEE AND X19TOM RANKING AREA Y� j LS CRBC US IS PROPOSED O b CONCRETE WAVY CONCRETE. CURB 17S 43.0 I SEwaR me RYDER TRUCKRENTALINC.; D I o .. ... .. .. VOL &WB PG 472' I' P+ �} • I e � .'. .'. _ .: I VOL 650E PG 418. VOL 6816 PG 1741 , t. gi rcrc�uII .'.'. '. .'. '.'. � DRTC7 PROPOSED PROPOSED 0)) PROPOSED i ASPHALT : INSUUT® BUILDING OFFICE Ba p5 V a Jnn� "-... .. ... ...... OVFRV.Y -„ -..' r CIE -WALL 600AL EXPANSION NSIONN EXPASNXJ FEE: 606.18 I O O _ c - �JL W b ' .. ..' .LIGHT OIL $ FEE: 8616 N I N I INDUSTRIAL ' p 9TORAOE TANK9 ZONING M U 4 - I EXISTING BUILDING 8 NO p0 Ls .�. .... .. ..:. �.. FUELING,. - FEE: 60618 CANOPY 470 me W2' F IREWRE _ I \ O I I PROPOSED D .. .. i •� - • • a " — -- ? (.PETE ¶{; ..,._ ... ..... .. '.. - 0� ' I7 .O 6 1 1 2.0' I 9 ". NSULATED:. 1 II .. .. .. .. I II /'17 WATER LNE� i� PROPOSED ABOVE GROUND OIL HEAVY DUTY CONCRETE T a ., LEE. cDNCRETB '. —FL. L —ORAOE —FL EMPLOYEEAND -iI AREA L LS ;. 4OF RS C US I J _ td PERIMEFER LANDSCAPE _ c � � d `- S 8979'43" E 399.16 r 0 D"FN AIR FREIGHT CENTRE y ADDITION YOL986PG 189 .� MRTCT SEWERARY SEWER LINE I .Q. LIGHT INDUSTRW. ZONING EXHIBIT TO 00, AoN- 3l NORTH page / of GRAPHIC SCALE IN FEET 0 15 30 60 LEGEND IRpp �f ® PROPOSED ASPHALT PAVEMENT DPROPOSED ASPHALT MI LL AND OVERLAY 1 AREA ISFI PROPOS ED LIGHT DUTY S' CONCRETE OFfKE 9k,4 9 r t' AIN TINA (E AM1D AF.PAIR 909 JF l,LtEh ! N TOTAL iD,897 PROPOSED HEAVY DUTY ]' CONCRETE PROPOSED CONCRETE RIP -RAP - -661— _661-- =W_ SS— ONE— EXISTING CONCRETE PAVEMENT PROPOSED CONTOUR EXISTING CONTOUR WATERLINE SANITARY SEWER LINE OVERHEADELECTRICLINE X FH Le CL C� PROPOSED FENCE EXISTING FENCE FIRE HYDRANTS LANDSCAPEDAREAS 6 CHAIN LINK FENCE TRAFFIC CIRCULATION DIRECTION BUILDING DATA TABLE EXISTING BUILDING PROPOSEDBUILDING ARFA (50 1 AREA ISFI OFFICE 5h�i VEHICLE MAIPITEAANCF AND REPAIR 727„ I OTr+I 2,8W OFfKE 9k,4 9 r t' AIN TINA (E AM1D AF.PAIR 909 JF l,LtEh ! N TOTAL iD,897 44,431 BULLDINGHEiGHT 20FT BUILDING HEIGHT 1 25 FT PARKING DATA TABLE PEQU RCD PROVIDED RsH0lspaca:2DG0 sq it 83 94 ' NOTES H,9�S�SH /ry1 BART qP 1" 26 EASY�ST 14 o = nCE j z -I U, _H m PROJECT E DALLAS RD LOCATION E X z D z N A n S V 382 OF VICINITY+ MAP • y,P • N.T.J. BRANDON D. MIDOIEfON 100185 �� SITE DATA TABLE w'Un6ISFI i 2.75A,N, sit,,, E.P.BUI (SF) +r 1.02 Aces Final (SF) 1.77ACre Tot51 Lo, Area 119,790 44,431 164221 L 1 /O. Space 2396 2" 44,A31 0 IW" % 3b 134 I 22 lo'897 6 L' P &NALi 112035 94'£ D TTTT 0% 11TI&I 744`4: nxry OUS 411, 31t.35b 90," O cm I ce2 ts.Ix� ,. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERW,SE NOTED. 2, THECONTRACTOR FOR THE PROJECT SHALL NOT PLACE ANY PERMANENT PAVEMENT UNTIL ALL SLUE VING FOR ELECTRIC GAS TELEPHONE CABLE TV SITE IRRIGATION, OR ANY OTHER UNDERGROUND UTILITY HAS BEEN INSTALLED IT SHALL BE THE CONTRACTORS RE SPONSIBILITY TO CONFRM THAT ALL SLEEVNG IS IN PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT 3. REFERENCE GENERAL NOTES AND CITY OF GRAPEVINE STANDARD CONSTRUCTION DETAILS FOR ADD LONAL PAVING NOTES, 4, PRESENTUSE ANDPROPOSEDUSE :VEHICLE MAINTENANCE, FUELING, WASHING, RENTAL, AND LEASE SALES 5, ALL REQUIREMENTS OF THE CITY OF GRAPEVINE'S SOIL EROSION CONTROL ORDINANCE SNALL BE MET DURING THE PERIOD OF CONSTRUCTION. e. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND 7. THE PROPOSED LOT AND BUILDING EXPANSION HAS BEEN CLOUDED. 8. BOTH THE EXISTING AND PROPOSED SITE HAVE NC ON PREMISE MONUMENT SIGNAGE. 9. BARBED WRE FENCING IS NOT ALLOWED. CONDITIONAL USE REQUEST CU14 -10 "A REQUEST TO ALLOW TRUCK AND TRAILER RENTAL, LEASE SALES, VEHICLE MAINTENANCE AND FUELING. Notes: P&tae""Be"Llont mIIUsmof 10009 m9ufaDanS, a m(mmum Open Spacc of at trust 15 pementof the wrotsite is required. With thepmpmed Impmvemert ((exceed tt7e mrrtimum7equ7rement Wf ((122 pcYrcntaprn D t� U JUN 0 6 2014 i MAYOR SECRETARY CHAIRMAN DATE. SHEET- I OF APPROVAL DOES NOTAUTHCPIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES, DEPARTMENT OF DEVELOPMENT SERVICES I S o _ g C ; o�a y�rEQ 03 0 {' r P r r f r r r -: s• { r — F r0 f XY*�•LX ens �:,"t�.•w %`= Ii ' 1 •ra dlr� *n if ta+ • O" £�a d t' 'n a jq r {- . /!• °air :��t.4 ✓.sk -d= 1f, ••A • •y + . ��P.�� • 1 • 1R �.a:. YET •r ... o- ° OF A v� 1� � g�• t ,a° • aw- ty �. .A..,.i any °• ,.y� . \f a" a N � r.:%'� a s�l + .. 4�, a •�ro • +tt4 •-.A4,a' ;�ry. .� .ti EXHiB1T_A TO 9tINDQ1 0. YUgE1p1 Page_ e1 /pggl• Pp jl t1 /�q A 04/29/14 �c Z I L _ 1- 800 - DIG -TESS (@ least 72 hours prior to digging) s I� 1 i EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO 13ENCH MARK LIST I tl t 1 PRIOR TO ANY TRENCHING 1 f BIAS 1 Site Benchmark cross cut on southwest inlet DR ExCAVATION. 4 R I I i I t I I L IL 1 II G \ li II r� 5 IE '1 I I I i i r r {' r P r r f r r r -: s• { r — F r0 f XY*�•LX ens �:,"t�.•w %`= Ii ' 1 •ra dlr� *n if ta+ • O" £�a d t' 'n a jq r {- . /!• °air :��t.4 ✓.sk -d= 1f, ••A • •y + . ��P.�� • 1 • 1R �.a:. YET •r ... o- ° OF A v� 1� � g�• t ,a° • aw- ty �. .A..,.i any °• ,.y� . \f a" a N � r.:%'� a s�l + .. 4�, a •�ro • +tt4 •-.A4,a' ;�ry. .� .ti EXHiB1T_A TO 9tINDQ1 0. YUgE1p1 Page_ e1 /pggl• Pp jl t1 /�q A 04/29/14 �c Z I DIMAR=[!i CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 2 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES NORTH GRAPHIC SCALE IN FEET 0 i5 3D 80 LEGEND -- 5' "� --- EXISTING CONTOUR 535— PROPOSED CONTOUR +1 TOP OF GROUND OR PROPSED GRADE ME MATCH EXISTING TI TOP OF CURB GENERAL NOTES 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF GRAPEVINE STANDARDS AND SPECIFICATIONS. 2. PRIORTO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THATALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 3. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO "STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION BARRICADING AND CONSTRUCTION STANDARDS AND THE CITY OF GRAPEVINE SPECIFICATIONS. 4. THE GENERAL CONTRACTORAND ALL SUB - CONTRACTORS SHALLVERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. MINOR ADJUSTMENTS TO FINISH GRADE TO ACCOMPLISH SPOT DRAINAGE ARE ACCEPTABLE. IF NECESSARY UPON PRIOR APPROVAL OF ENGINEER. PAVING IN STALLED PAVING. OUT AT ANY JUNCTURE WITH EXISTING PAVING. 5. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. 6. CONTRACTOR SMALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. T. ALL PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES. B. REF ER TO DIMENSION CONTROL PLAN AND FINALPLAT FOR HORIZONTAL DIMENSIONS. 9. PARKING GRADES ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED, ADD 0.5' TO TOP OF PAVEMENT GRADES FOR TOP OF CURB ELEVATIONS. 1BREFER TO IANDSCAPE PLANS FOR GRADING OUTSIDE PAVEMENT AREAS. AND FOR DETAIL GRADING FOR OF BUILDING ACCESS AND SIDEWALKS 11.REFER TO STORM SEWER PLANS FOR INLET SIZE AND LOCATION. 12. REFER TO EROSION CONTROL PLAN FOR EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING GRADING OPERATIONS. 13. REFER TO LANDSCAPE PLANS FOR TREE PRESERVATION AND MITIGATION OF EXISTING TREES. 14. ALL VEGETATION SHALL BE CLEARED AND GRUBBED FOR ALL AREAS TO BE DISTURBED. STOP! CAILBEFORE YOU DIG DIG TESS 1- 800 - DIG -TESS (@ least 72 hours prior to digging) s I� 1 i EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO 13ENCH MARK LIST I tl t 1 PRIOR TO ANY TRENCHING 1 f BIAS 1 Site Benchmark cross cut on southwest inlet DR ExCAVATION. 4 R I I Texan Trail I I L IL 1 II G \ li II r� 5 IE '1 I I I i i r r 1A !t 4¢� 14 ii pp i DIMAR=[!i CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 2 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES NORTH GRAPHIC SCALE IN FEET 0 i5 3D 80 LEGEND -- 5' "� --- EXISTING CONTOUR 535— PROPOSED CONTOUR +1 TOP OF GROUND OR PROPSED GRADE ME MATCH EXISTING TI TOP OF CURB GENERAL NOTES 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF GRAPEVINE STANDARDS AND SPECIFICATIONS. 2. PRIORTO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THATALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 3. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO "STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION BARRICADING AND CONSTRUCTION STANDARDS AND THE CITY OF GRAPEVINE SPECIFICATIONS. 4. THE GENERAL CONTRACTORAND ALL SUB - CONTRACTORS SHALLVERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. MINOR ADJUSTMENTS TO FINISH GRADE TO ACCOMPLISH SPOT DRAINAGE ARE ACCEPTABLE. IF NECESSARY UPON PRIOR APPROVAL OF ENGINEER. PAVING IN STALLED PAVING. OUT AT ANY JUNCTURE WITH EXISTING PAVING. 5. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. 6. CONTRACTOR SMALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. T. ALL PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES. B. REF ER TO DIMENSION CONTROL PLAN AND FINALPLAT FOR HORIZONTAL DIMENSIONS. 9. PARKING GRADES ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED, ADD 0.5' TO TOP OF PAVEMENT GRADES FOR TOP OF CURB ELEVATIONS. 1BREFER TO IANDSCAPE PLANS FOR GRADING OUTSIDE PAVEMENT AREAS. AND FOR DETAIL GRADING FOR OF BUILDING ACCESS AND SIDEWALKS 11.REFER TO STORM SEWER PLANS FOR INLET SIZE AND LOCATION. 12. REFER TO EROSION CONTROL PLAN FOR EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING GRADING OPERATIONS. 13. REFER TO LANDSCAPE PLANS FOR TREE PRESERVATION AND MITIGATION OF EXISTING TREES. 14. ALL VEGETATION SHALL BE CLEARED AND GRUBBED FOR ALL AREAS TO BE DISTURBED. STOP! CAILBEFORE YOU DIG L ® m W �~LLW y� WD_2: m Z J11J:N f i F- 4n Z\ Q n Lli / W F. a_ 1 r Z W Eu NV L.1_ J) (7 LL 0 J O >- J F or Q U F- Tn Q LU z Q J a- V z Q U SHEET NUMBER U o 0 z Q DIG TESS 1- 800 - DIG -TESS (@ least 72 hours prior to digging) CAUTION EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO 13ENCH MARK LIST VERIFY El(nCT LOCATION PRIOR TO ANY TRENCHING BIAS 1 Site Benchmark cross cut on southwest inlet DR ExCAVATION. =of on the south side of East Dallas Road and 225 feet east of Texan Trail Els, = 612.26 L ® m W �~LLW y� WD_2: m Z J11J:N f i F- 4n Z\ Q n Lli / W F. a_ 1 r Z W Eu NV L.1_ J) (7 LL 0 J O >- J F or Q U F- Tn Q LU z Q J a- V z Q U SHEET NUMBER U o 0 z Q % O o n B S S 3 3 W 6 � HM 3 £p 1a r NORTH GRAPHIC SCALE IN FEET 0 20 40 6o a li 18 3 5 ° 0 EXISTING 30 "S.D. W4 ;1"�LINE "B" :'� --J-i 1 _ 0 _ I-� 11 _.- °� -�=__ , of 1• °`f w ooFw FS ) m 6 �0 (r \ ``` e• f! fee 1 t a ibex 6 r PG2A+- -- E (t I-IF 1 /f I Ot 1 /V �4 f 4P t t t t � t rt t jb� t j } d �a HYDRAULIC CALCULATIONS Project : Hyde, Grapevine Orem, Analysis r' Location: Grapevine. TX I�Data . 4r3N201410:08 3 # 4t E. v ss t 'I ar aNc. t t DRTCT d B 4 titi� wow YY� �I10 IISfY YO• l r �V EXISTING 24" S.D. 30" S.D. LINE "B" 111t7j'1 Page i Notes: 1. The starting HGL for the existing S.D. Line B located wthin Texan T it was assumed at the top of pipe for the 66" RCP at the connection of the box culvert. 2. All drainage areas shovm outside of the proposed Ryderproperty are based on TxDOT BS114L pan set number STP 2005(125)MM dated September 2004. 6 1. Inlet computations 11 based on TxDOT BS114L plan set number STP 2005(125)MM dated September 2004 sheet 94. 4. Strom system within Texan T it etas designed to carry the 10 year storm event underground within the pipe vAh the 100 year storm event contained "ithin the fight-of-Kay section. 5. The increased runoff from drainage area 63 has no adverse impact to downstream property owners as the 10 year shorn event in stiff contained with the underground pipe, and Texan Trait has the available capacity to handle a additional 1.02 cfS increase song nyaromgrc tonal,ans are oaseo an sn asa easiness srr �vw Ise > / mm rr "ro "ur"" 9/30/ 2004. The storm system within Texan Trail was designed using Toorcritai,, however bath me city ofGcPe,hs,nd TDOT both use TP40pr the inte DRAINAGE AREA AREA (acre) C Tc (,I,) I. II /h) ( /hr) I[po 0, 1h,) Os (et) Qs.wo Qygq left) B 1.78 0.80 10 6.82 7.98 11.55 9.71 11.36 16.44 BA 0.85 0.80 10 6.82 7.98 11.55 4.64 5.43 7.85 Bl 1.88 0.80 10 6.82 7.98 11.55 10.25 12.00 17.37 B1A 0.59 0.80 10 6.82 7.98 11.55 3.22 3.77 5.45 B2 2.24 0.80 10 6.82 7.98 11.55 12.22 14.30 2D.69 B3 -1 3.63 0.80 30 6.82 798 11.55 I9.80 23.17 33.54 83 -2 0.14 0.80 10 6.82 7.98 11.55 0.76 0.89 1.29 05 B3-1 0.38 0.80 30 1 6.82 7.98 1I.55 2.07 2.43 3.51 Subtotal S3 4.15 0.80 30 6.82 7.98 SL55 22.64 26.49 38.34 OSB3A -1 0.80 0.8(1 10 6.82 7.98 11.55 4.36 5.11 739 OS83A -2 4.84 0.80 10 6.82 798 11.55 26.40 30.89 44.71 subtotal 05 113A 5.64 0.80 10 6.82 7.98 1L55 30.76 36.00 5111 B4 1.29 0.80 10 6.82 7.98 11.55 7.D4 8.23 11.92 35 4.14 0.80 10 6.82 7.98 11.55 22.58 26.42 38.25 36 4.20 0.80 10 6.82 7.98 11.55 22.91 26.81 38.80 37 1.37 0.80 10 6.82 7.98 11.55 7.47 8.74 12.66 38 2.81 0:80 10 6.82 7.98 15.33 17.93 25.96 B9 2.12 0.80 10 6.82 7.98 �11.5f5 11.56 13.53 19 .59 B10 2.19 O.SD 10 6.82 7.98 11.95 13.98 20.23 798 11.56.16 7.21 10.44 NEW, sm i Notes: 1. The starting HGL for the existing S.D. Line B located wthin Texan T it was assumed at the top of pipe for the 66" RCP at the connection of the box culvert. 2. All drainage areas shovm outside of the proposed Ryderproperty are based on TxDOT BS114L pan set number STP 2005(125)MM dated September 2004. 6 1. Inlet computations 11 based on TxDOT BS114L plan set number STP 2005(125)MM dated September 2004 sheet 94. 4. Strom system within Texan T it etas designed to carry the 10 year storm event underground within the pipe vAh the 100 year storm event contained "ithin the fight-of-Kay section. 5. The increased runoff from drainage area 63 has no adverse impact to downstream property owners as the 10 year shorn event in stiff contained with the underground pipe, and Texan Trait has the available capacity to handle a additional 1.02 cfS increase song nyaromgrc tonal,ans are oaseo an sn asa easiness srr �vw Ise > / mm rr "ro "ur"" 9/30/ 2004. The storm system within Texan Trail was designed using Toorcritai,, however bath me city ofGcPe,hs,nd TDOT both use TP40pr the inte DRAINAGE AREA AREA (acre) C Tc (,I,) I. II /h) ( /hr) I[po 0, 1h,) Os (et) Qs.wo Qygq left) B 1.78 0.80 10 6.82 7.98 11.55 9.71 11.36 16.44 BA 0.85 0.80 10 6.82 7.98 11.55 4.64 5.43 7.85 Bl 1.88 0.80 10 6.82 7.98 11.55 10.25 12.00 17.37 B1A 0.59 0.80 10 6.82 7.98 11.55 3.22 3.77 5.45 B2 2.24 0.80 10 6.82 7.98 11.55 12.22 14.30 2D.69 B3 -1 3.63 0.80 30 6.82 798 11.55 I9.80 23.17 33.54 83 -2 0.14 0.80 10 6.82 7.98 11.55 0.76 0.89 1.29 05 B3-1 0.38 0.80 30 1 6.82 7.98 1I.55 2.07 2.43 3.51 Subtotal S3 4.15 0.80 30 6.82 7.98 SL55 22.64 26.49 38.34 OSB3A -1 0.80 0.8(1 10 6.82 7.98 11.55 4.36 5.11 739 OS83A -2 4.84 0.80 10 6.82 798 11.55 26.40 30.89 44.71 subtotal 05 113A 5.64 0.80 10 6.82 7.98 1L55 30.76 36.00 5111 B4 1.29 0.80 10 6.82 7.98 11.55 7.D4 8.23 11.92 35 4.14 0.80 10 6.82 7.98 11.55 22.58 26.42 38.25 36 4.20 0.80 10 6.82 7.98 11.55 22.91 26.81 38.80 37 1.37 0.80 10 6.82 7.98 11.55 7.47 8.74 12.66 38 2.81 0:80 10 6.82 7.98 15.33 17.93 25.96 B9 2.12 0.80 10 6.82 7.98 �11.5f5 11.56 13.53 19 .59 B10 2.19 O.SD 10 6.82 7.98 11.95 13.98 20.23 798 11.56.16 7.21 10.44 Note: Drainage Area 63 inoeased to snefmm 4.119 - m 4.14 ones 611 [o more aavrete topogmphic infmmadon. In addition, oleo B3A was split [o show ofj its mnoffcurrently ronveyed M the Rydersite. (,RATE INI FT IN SUMP (100 Yr) 00"i VICINITY MAP /Tr . N.T.S. 48RAMM a YODIfla 100185 5 �4&- 0429/19 GENERALNOTES 1. SYSTEM SHOWN IS PRELIMINARY AND SUBJECT TO REVISION AT TIME OF DESIGN AND FINAL PLAT. 2. SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS FOR ADDITIONAL PROJECT INFORMATION. DRAINAGE DESIGN CRITERIA 0100 -CI`A O = FLOW IN CUBIC FEET PER SECOND (CFS) C = RUNOFF COEFFICIENT = 0.60 (LIGHT INDUSTRIAL) I - INTENSITY (INIHR) I(5 YEAR) = 6.82 1(100 YEAR) =11.55 A = DRAINAGE AREA IN ACRES Inlet No. Flow (Q) Depth of Flow Area of Grate Capacity of Grate percent Q100 Captured by Inlet No. Flow (Q) Depth of Flow Opening Inlet Inlet ---- a (CIS) ft (to) cfs Inlet 1 151 0.25 629 1 16.90 100% 2 40.93 1.00 16 48.00 100% v >u�>7 mrw rran, aa[ea 7nai���y, "r.r.,.r rr ,err rw�,rr "r,re 19 , r rr�y I .�.... Gven [he depth ofJlvw, the grate inlet capodry in v sump was calculated using the Odfire Equativn (QQ WYF IN[ FT IN SUMP (100 Yr) note. awen me aepm ofPOw me wyemret mpaaryrnosump was conurureu usury are ..car cyvuuurr l.. +m, + � LEGEND X -1 AREA DESIGNATOR 1.00 ac Length of Inlet Capacity of Inlet per Percent Q100 Inlet No. Flow (Q) Depth of Flow Opening Foot of Length Captured by ---- a EXISTING WATER LINE --- 1s --- EXISTING SANITARY SEWER LINE Inlet {} cfs ft (ft) CIS EXISTING WATER METER 2 40.93 1.00 16 48.00 100% note. awen me aepm ofPOw me wyemret mpaaryrnosump was conurureu usury are ..car cyvuuurr l.. +m, + � LEGEND X -1 AREA DESIGNATOR 1.00 ac AREA IN ACRES PROPERTY LINE - - - - - - - - PROPOSED DRAINAGE DIVIDE r PROPOSED FLOW DIRECTION •- -- - - -M --- EXISTING OVERHEAD POWER LINE ---- a EXISTING WATER LINE --- 1s --- EXISTING SANITARY SEWER LINE EXISTING STORM DRAIN LINE {} EXISTING POWER POLE ' EXISTING FIRE HYDRANT 61 EXISTING WATER METER 0 EXISTING SANITARY SEWER MANHOLE - -- 600° - -- EXISTING CONTOUR 600- PROPOSED CONTOUR Q0 GASENAME: RYDER TRUCK RENTAL CASE NUMBER: CU14 -13 LOCATION: 111100 TEXAN TRAILAND 50 E NORTHWEST HIGHWAY MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEEP. 3 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 3 p a �o1N 2 g f�� f a /l Y 49 b 7 fF r i' 9 •2'� sF L I —� 1 �I1 -- — — — — — - PRO POSED DRAINAGE DIVIDE AERO DFW FEE, LP. ... 4A�LAWARE 1 LIMITED EXISTING OVERHEAG POWER LINE PARidERBHIP DOC. NOTR�6256TB5 v f (ui ASS— - - - - -- EXISTING SANITARY SEWER LINE EXISTING STORM DRAIN LINE ----- —. z EXHIBIT A TO ("0�'0` 9olV- 31 Page of /' NORTH GRAPHIC SCALE IN FEET 0 15 30 60 LEGEND 0 > z VICINITY MAP Z IF2 N.T.S. 0. 100185 /MIL DW29/id GENERAL NOTES 1. DOWNSTREAM PUBLIC WATERISEWER IMPROVEMENTS ARE NOT EXPECTED. 2. BY STEM SHOWN IS PRELIMINARY AND SUBJECT TO REVISION AT TIME OF DESIGN AND FINAL PLAT. 3. SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS. FOR ADDITION PROJECT INFORMATION, 0. DOUBLE BACKFLOW PREVENTERTO BE INSTALLED IN VAULT NEAR THE TAP. 5, FIREDEPARTMENTCONNECTIONSHALLBES 'STORTZ CONNECTION INSTALLED AT 3D DEGREE DOWNWARD ANGLE 6. FIRELANESSHALL HAVE 6 INCH WIDE RED STRIPESANDTEXT 'FIRE -LANE, NO PARKING, TOW AWAY ZONE' IN d' LETTERS AT NO MORE THAN 25 FOOT INTERVALS. T. FIREDEPARTMENT CONNECTION SHALL BE WITHIN 00 FEET OF FIRE HYDRANT. B. CHAIN LINK FENCE TO BE NO GREATER THAN ONE -QUARTER I1M)INCH. 9. THE MAI N GATE SHALL BE DESIGNATED BY THE OWNER IN WRITING TO THE FIRE DEPARTMENT. 10, FIRE DEPARTMENT PERSONNEL SHALL BE APPROVED TO ACCESS ELECTRIC GATES TO BE CONTROLLED BY KNOX BRAND SWITCH KEY AND AUTOMATIC OPENING TO BE CONTROLLED BY 3M OPTICOM 1NITH MANUAL OPENING BACK UP. CASE NAME: RYDER TRUCK RENTAL CASE NUMBER: CU14 -13 LOCATION: 1100 TEXAN TRAIL AND 11SD E NORTHWEST HIGHWAY MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET.'M1 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES PROPERTY LINE —� PROPOSED STORM DRAIN LINE -- — — — — — - PRO POSED DRAINAGE DIVIDE — PROPOSED FLOW DIRECTION —OHP— EXISTING OVERHEAG POWER LINE W EXISTING WATER LINE ASS— - - - - -- EXISTING SANITARY SEWER LINE EXISTING STORM DRAIN LINE ----- —. EXISTING GAS LINE • EXISTING POWER POLE ¢' EXISTING FIRE HYDRANT 0 EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE - - - -'R4 --"� EXISTING CONTOUR X555— PROPOSED CONTOUR 0 > z VICINITY MAP Z IF2 N.T.S. 0. 100185 /MIL DW29/id GENERAL NOTES 1. DOWNSTREAM PUBLIC WATERISEWER IMPROVEMENTS ARE NOT EXPECTED. 2. BY STEM SHOWN IS PRELIMINARY AND SUBJECT TO REVISION AT TIME OF DESIGN AND FINAL PLAT. 3. SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS. FOR ADDITION PROJECT INFORMATION, 0. DOUBLE BACKFLOW PREVENTERTO BE INSTALLED IN VAULT NEAR THE TAP. 5, FIREDEPARTMENTCONNECTIONSHALLBES 'STORTZ CONNECTION INSTALLED AT 3D DEGREE DOWNWARD ANGLE 6. FIRELANESSHALL HAVE 6 INCH WIDE RED STRIPESANDTEXT 'FIRE -LANE, NO PARKING, TOW AWAY ZONE' IN d' LETTERS AT NO MORE THAN 25 FOOT INTERVALS. T. FIREDEPARTMENT CONNECTION SHALL BE WITHIN 00 FEET OF FIRE HYDRANT. B. CHAIN LINK FENCE TO BE NO GREATER THAN ONE -QUARTER I1M)INCH. 9. THE MAI N GATE SHALL BE DESIGNATED BY THE OWNER IN WRITING TO THE FIRE DEPARTMENT. 10, FIRE DEPARTMENT PERSONNEL SHALL BE APPROVED TO ACCESS ELECTRIC GATES TO BE CONTROLLED BY KNOX BRAND SWITCH KEY AND AUTOMATIC OPENING TO BE CONTROLLED BY 3M OPTICOM 1NITH MANUAL OPENING BACK UP. CASE NAME: RYDER TRUCK RENTAL CASE NUMBER: CU14 -13 LOCATION: 1100 TEXAN TRAIL AND 11SD E NORTHWEST HIGHWAY MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET.'M1 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES O u � 3 YJj s ss� <o 1H o o� EXHIBIT TO OP-Q. olortl- 31 CITY OF GRAPEVINE LANDSCAPE REQUIREMENTS 2 . 1 + + 11 rN-. } L } f Bqq fi' P ChaIDin - Link Fence ggl 6' C Propha osed n Link Fence ERNESTB. CSOLK p•3 VOL 6649 PG 204 a Z l ...— Proposed } _ OI�o 6 Chain Link Fence - Q_S qV i �Q { REFUSE CONTAINER I1 MIACH (TYPI')' LOCATION SOLID FENCE NOT TO EXCEED B FT ..,r, ._.. ,..N 89 °4s'OB•.V,/;,..4b33 -. __ _ y ... _ _ : ra;. ..... , SOD OG a w 2 _ Fl T n —FL — _ 0 r RYOER S- ftT�JL TRUCEQINC. VOL'8508 PG422 I Q \\ GIL 6508 PG 416 I 1 / Nq -8816 PG 1741 M3 I 111 OR TCT m m PROPOSED PROPOSED { I BUILDING OFFICE BUILDING S EXPANSION FFE: 60&16 { I { L I ! EXISTING {I I EXISTING BUILDING I' FUELING I FFE:605,16 !I I �\ 6' Chain Link Fence -' V S m \ y Iz { Existing � I �� 6' Chain Link Fence : i ' 2 ID MUL (TVP. $DO 4 .. -� • 4 -SOD S 89° 9'43" E 399.16' 'ALLTREES U140ER OVERHEAD ELECTRICAL LINES ARE UNDERSTORY TREES PLANT SCHEDULE REOUIREO PROVIDED 12,313 SF 12,313 SF 31 TREES 33 TREES 21 TREES 21 TREES 24,633SF 30.687 SF(IVA) 13 TREES 13TREES 1,1 INCHES 15 INCHES (5 TREES 03 -CAL) TOTALTREEB 65TREES nTREES T[REEETS�'.) CODE O?Y BOTANICALNAME /COMMONNAME SPECIFICATIONS 4WN,10 Page of N ERIOR AmBCAMNG %OF VEHICULAR USE ARE$ SHALL BE LANDSCAPED MO 123,127 SFX.1 =12,313 SF hix4', I.. Slle Leatler, S4aight C " RCP9TORN1 TRIBES -I TREE /4W$F OF REQUIRED INTERIOR LANDSCAPING 11 QuersVS a h.neolii /ShumaN I -Oak 3'm1 IT 4'spr ful. Sir je Leatlar. Straight 9NClUDEES 5E ST NNG.EES 7' nrawnv 1NBLl_EFD ,� \ +. PERIMETER LANDSCAPING AL ONGWBLICERAR,IV BUFFERALONG 4- -_.. 10 Quems vrg niala l Souihem UVe Oak IES. I REEPERER ADJ DENT PER SO LF OF PERIMETERAREAS Ful. Single Leader Bmighl UC 1048 UP 150=21 TRTIES.ITREE 1,048 LF /50 =21 TREES SITE BM FW, Sbgle Leader, Sbaight UNDERSTORYTREE OPEN SPACE REQUIREMENTS ._ _ -, ` '' - __ _ ''• NONRESIDENTIALMNINGDISTRICTSSHALLH WAMIN.OFl5 OFTOTALSITE DEVOTED vsF .� __.. O INDSCAPNG 164,221 SF %.1 .24,6335E q, " t -�.� :' \ \\ NON VEHICULAR SPACE REQUIREMENTS 1 ID + t SI - -- Y -- .- -.. SOD ... ....'. -. -.. ..� } �'ir Ua�p B Bex wmlb /- I—HHly EHICUTAR OPEN SPACE LESS THAN 30% 1TREE , PERCENTAGE OF SRE IN NON -V I2500 SITEIN ON 30,5S7SF /2,500= 13TREES 1.11, S1os" SHRUBS, COOS OTY BOTANICAL NAME /COMMON NAME SPECIFICATIONS REMARKS Q ILN 139 NatxWeBe R Stevens'/ Nelie Stevens Holy 30 "ht 24'.1, 38'oc -YY a© LEU 212 Le—phylum frutescens! Texas B.S. 30" hl, 24 K., 36' oc 4, QRR c ' 30' ht 24'sLa., 36'- Full, 5 gallon .1m :'I DV WOE CITY BOTANICAL NAME /COMMON NAME vS� &DD� \� � MITIGATION PROTECTED TREES SHALL MITIGATED/:, PROTECTED TREES REMOVED - 1- 14'CEOAR 2 . 1 + + 11 rN-. } L } f Bqq fi' P ChaIDin - Link Fence ggl 6' C Propha osed n Link Fence ERNESTB. CSOLK p•3 VOL 6649 PG 204 a Z l ...— Proposed } _ OI�o 6 Chain Link Fence - Q_S qV i �Q { REFUSE CONTAINER I1 MIACH (TYPI')' LOCATION SOLID FENCE NOT TO EXCEED B FT ..,r, ._.. ,..N 89 °4s'OB•.V,/;,..4b33 -. __ _ y ... _ _ : ra;. ..... , SOD OG a w 2 _ Fl T n —FL — _ 0 r RYOER S- ftT�JL TRUCEQINC. VOL'8508 PG422 I Q \\ GIL 6508 PG 416 I 1 / Nq -8816 PG 1741 M3 I 111 OR TCT m m PROPOSED PROPOSED { I BUILDING OFFICE BUILDING S EXPANSION FFE: 60&16 { I { L I ! EXISTING {I I EXISTING BUILDING I' FUELING I FFE:605,16 !I I �\ 6' Chain Link Fence -' V S m \ y Iz { Existing � I �� 6' Chain Link Fence : i ' 2 ID MUL (TVP. $DO 4 .. -� • 4 -SOD S 89° 9'43" E 399.16' 'ALLTREES U140ER OVERHEAD ELECTRICAL LINES ARE UNDERSTORY TREES PLANT SCHEDULE REOUIREO PROVIDED 12,313 SF 12,313 SF 31 TREES 33 TREES 21 TREES 21 TREES 24,633SF 30.687 SF(IVA) 13 TREES 13TREES 1,1 INCHES 15 INCHES (5 TREES 03 -CAL) TOTALTREEB 65TREES nTREES T[REEETS�'.) CODE O?Y BOTANICALNAME /COMMONNAME SPECIFICATIONS REMARKS MO hix4', I.. Slle Leatler, S4aight QS 11 QuersVS a h.neolii /ShumaN I -Oak 3'm1 IT 4'spr ful. Sir je Leatlar. Straight 4- OV 10 Quems vrg niala l Souihem UVe Oak Y.L l2 ht.4' spr Ful. Single Leader Bmighl UC 6 Ulmus crassifda /Cedar Elm 7 1,10' -12'In x4 V, FW, Sbgle Leader, Sbaight UNDERSTORYTREE CODE OTY BOTANICAL NAME I COMMON NAME SPECIFICATIONS REMARKS CO B Curds canederls s'Oklahvma / ONa.. Retldxl 2" cal, B' -61A 3'i -.1 F.. Btan . Bba1gN [���''''''''--�'^^`���0 ID 12 tlex osdua /POSSUmhaw Holy 2'Cal, T41'ht 3' A, FOIL Straight V 0 1 B Bex wmlb /- I—HHly 2 "01, 6'4'K 3' -d's1 1.11, S1os" SHRUBS, COOS OTY BOTANICAL NAME /COMMON NAME SPECIFICATIONS REMARKS Q ILN 139 NatxWeBe R Stevens'/ Nelie Stevens Holy 30 "ht 24'.1, 38'oc FML 5 gallon rain. a© LEU 212 Le—phylum frutescens! Texas B.S. 30" hl, 24 K., 36' oc FWI, 5 gallon min. QRR 124 Rosa x'Wrockmr TM /Rase 30' ht 24'sLa., 36'- Full, 5 gallon .1m MISC WOE CITY BOTANICAL NAME /COMMON NAME SPECIFICATIONS SOD TED Cywdn1d yb,VBarmuda Rolled TgM with sand tAedpm,s, 100 %freed reacts, diseases weed; a1g. MULCH TBD Shredded Hardwood MUkh 4'deptR brown All bees tO receNe a4'dlameMr — rin if loos ed in eod areas PLANTING NOTES: 1. ALL PLANT MATERIAL SHALL BE INSTALLED AOCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK' BY THE AMERICAN ASWCMTION OF NURSERYMEN. 2 NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR LANDSCAPE ARCHITECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT UST, THE DRAWING SHALL PREVAIL 3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED BY HIS WORK. 4. REFERENCE IRRIGATION PLAN FOR SED FRIGA nON INFORMATION. S. STAKINGANDOUYWGALTERNATVES; METHODSINDICATEDINORAWINGDETMLSAREPREFERRED .CONTRACTORMAYSUGGEST ALTERNATE METHODS, ASSUMING FULL RESPONSIBILITY FOR THEM IMPLEMENTATION CONTRACTOR SHALL REPLACE, PLANT, OR UPRIGHT MY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE OWNER. 6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING, 7. PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE SITE PLAN. B. ALL PLANTMG BEGS TO BE TOP DRESSED WITH A MINIMUM OF T SHREDDED HARDWOOD MULCH. 9. PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND/ OR LIMITS OF DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT. 11 THEWNTRACFOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED LANDSCAPING SI W1 BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE, BUT NOT TO BE LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING- WEEDING, AND OTHER SLK:H ACTIVITIES COMMON TO THE MAINTENHNCE OF LANDSCAPING. ALLPLANTUAMRAS SHALL SE MAINTAINED 114 A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERMLWAT DIES SHALL BE REPLACED WITH THE %ANT MATERIAL OF SIMILAR SITE AND VARIETY. 11. WNTPACTOR SHALL WARRANTYPWTMATERMLTOREMAINAIJVEANDHEALTHYFORAPEMOD CFONEYEARAFTERFINAL ACCEPTANCE WARRP.NIY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANTMATERIALDUE TO NATURAL CAUSES, ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER. 12. ALL DISNRBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLED TO BE SODDED, SHALL BE REESTABLISHED WITH BERMUDA SOD. 19. ALL LANOSC71PEBEDAREASTOSEPREPAREDUSING" READYTOPLANTBEDDINGMWBYWILBUILDINOSOLUnONS (ORAPPROVED EQUAL). INSTALL TO DEPTHS, PER RANTING DETAILS (12' DEPTH MIN.) FINISHED GRADES OF PLANTING BEDS TO BE T BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. 14. ALL SOD AREAS TO RECEIVE 4' DEPTH( MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL FRIABLE FERTILE PH RANGE OF 6.034. AND FREE OF TRASH, DEBRIS, STONES, WEEDS. AND TWIGS/BRANCHES. STOP! CALL BEFORE YOU DIG DIG TESS 1- 800 - DIG -TESS NORTH (@ least 72 hours prior t0 digging) CAUTION EXISTING UNDERGROUND UTILITIES. CONrRACTOITO BENCH MARK LIST VERIFY ACT CATION - GRAPHIC SCALE IN FEET PRIORTO ANYTREttGHING BW 1 Site Benchmark rsges wt on southwest COmeT of inlet 0 15 30 60 OR EXCAVATION on Me south side of East Dallas Road and 225 feet east of Te an Trell Elev. = 612.26 w o y S C � w O U 2 O CN Q i��rc C -0 W Y c>s N Q � z -20 U N w o IN m _y I F W a'WIm Cl J_ F- LIJ Z W I LIJ W Q ` W a Qf U) 0 - � J O } J � U U) W. Z Q J w rL Q 3 U (1) g. J z BHEET NUMBER — L -01 0 3 w o � 3 � g� J - Egg � 4" SECTION A TREE PLANTING - N.T.S. - 0 `yC 7 O 4" EARTH SAUCER OO O 4' MULCH PER SPECIFICATIONS / \ O ROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 113 OF ROOTBALL. REMOVE ALL NYLON PLAN 7 \ / / O STRINGS, PLASTIC LINERS, AND OTHER J SYNTHETIC MATERIALS FROM THE SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. ENTIRE FOOTBALL. --�4 qD PLANTING PIT EXCAVATED 12" LARGER ' (MIN.) THAN WIDTH OF FOOTBALL. PIT IL/ .1 / DEPTH AS NEEDED TO SET ROOTBALL DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED / I / G GRADE. PLACE ROOTBALL ON SOLID GRADE. PLACE ROOTBALL N SOLID SOILAND NOT LOOSE BACKFILL. SOIL AND NOT LOOSE SE BACKFILL. 5O PIT BACKFILL SOIL PER SPECIFICATIONS IIJ UNDISTURBED EARTH O SECURE TREES WITH TREE STAPLES. MIN. / v STAPLE \ TORE BELOWTOP OF MULCH SECTION A TREE PLANTING - N.T.S. - `yC 7 7 a 4 O 4 4" EARTH SAUCER TIESTAND WIRE BASKET FROM TOP�113 \ / / O OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE FOOTBALL. PLAN O O P PLANTING PIT EXCAVATED 12" LARGER (MIN) THAN WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED I / G GRADE. PLACE ROOTBALL N SOLID SOIL AND NOT LOOSE SE BACKFILL. OPIT B BACKFILL SOIL PER SPECIFICATIONS O U UNDISTURBED EARTH O S SECURE TREES WITH TREE STAPLES, I B TO I 4" MIN. 6" SECTION MULTI -TRUNK TREE PLANTING LJ N.T.S, 1O 3 "MULCH PER SPECIFICATIONS 3" HIGH EARTH SAUCER MIN. OPLANTING PIT: EXCAVATE 6' LARGER (MIN.) THAN WIDTH OF ROOTBALL, W1 PIT DEPTH AS NEEDED TO SET FOOTBALL PROPOSED FINISHED GRADE. PLACE J ZJ FOOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL SCARIFY SIDES OF PIT. PROVIDE CONTINUOUS PIT FOR MASSED BED PLANTINGS. 10 ROOT BALL: REMOVE FROM CONTAINER. O4 GENTLY SCARIFY GIRDERED ROOTS AS NEEDED. REMOVE ALL TAGS & TWINE. ,��• - 5 O PIT BACKFILL W/ PREPARED SOIL BED MI XPERSPECIFICATIONS. PROVIDE II If_JI: =, _!' III II�II 6 CONTINUOUS SOIL BED MIX IN MASS I TIC- III' -' IL4:� PLANTINGS. O SHRUB PLANTING UNDISTURBED EARTH C N.T.S. EXHIBIT A TO U0" ololq -31 Page 1 Of /1 1� //// STEEL EDGING � N.T.S. ODIFFERENT PLANTING TREATMENTS. O METAL EDGING O BED SOIL. 12" MINIMUM DEPTH. REF: NOTES AND/OR SPECS FOR MIX & DEPTH. ONATIVE SOIL O4' TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX & DEPTH. 1D GROUNDCOVER 4/ O3" MULCH PER 5 ECWICTIONS Y 't T.AS + O EXIST INGBUBGRADE SPACINACING 4 BED SOILPER AS NOTNOTED SPECIFICATIONS PLAN 1 -O 3 'I Lam., II II Il�ll IHII I' y jLl -1'F limit r1�ll�ll- 4 SECTION �GROUNDCOVER PLANTING PLANTING N.T.S. CASE NAME: RYDER TRUCK RENTAL CASE NUMBER: CU14 -13 LOCATION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HIGHWAY MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET' R OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES I®m1 U C � w �F" N C 20 00 W E -0 ~ i am P r YT QG1 9TE OF i R o < m i r Y w m J Q Z_ 4Z n Z' 4 5' LU J- 0 0 5. �. . J i- W U) J f- STOP! o CALL BEFORE YOU DIG Q DIG TESS I -800- DIG -TESS U NORTH -w (@ ICBSt 72 hours prior t0 digging) 0 - Q ...I BENCH MARK LIST GRAPHIC SCALE IN FEET BMN1 Site Benc, —a cross an on southwest. —f inlet D # on the south side of East Dallas Road and 226 feet east of T— Trail SHEET NUMBER 6,-M— mmmj Elev. = 61228 L -02 EXHIBIT A TO U0" ololq -31 Page 1 Of /1 1� //// STEEL EDGING � N.T.S. ODIFFERENT PLANTING TREATMENTS. O METAL EDGING O BED SOIL. 12" MINIMUM DEPTH. REF: NOTES AND/OR SPECS FOR MIX & DEPTH. ONATIVE SOIL O4' TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX & DEPTH. 1D GROUNDCOVER 4/ O3" MULCH PER 5 ECWICTIONS Y 't T.AS + O EXIST INGBUBGRADE SPACINACING 4 BED SOILPER AS NOTNOTED SPECIFICATIONS PLAN 1 -O 3 'I Lam., II II Il�ll IHII I' y jLl -1'F limit r1�ll�ll- 4 SECTION �GROUNDCOVER PLANTING PLANTING N.T.S. CASE NAME: RYDER TRUCK RENTAL CASE NUMBER: CU14 -13 LOCATION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HIGHWAY MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET' R OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES I®m1 U C � w �F" N C 20 00 W E -0 ~ i am P r YT QG1 9TE OF i R o < m i r Y w m J Q Z_ 4Z n Z' 4 5' LU J- 0 0 5. �. . J i- W U) J f- STOP! o CALL BEFORE YOU DIG Q DIG TESS I -800- DIG -TESS U NORTH -w (@ ICBSt 72 hours prior t0 digging) 0 - Q ...I BENCH MARK LIST GRAPHIC SCALE IN FEET BMN1 Site Benc, —a cross an on southwest. —f inlet D # on the south side of East Dallas Road and 226 feet east of T— Trail SHEET NUMBER 6,-M— mmmj Elev. = 61228 L -02 CASE NAME: RYDER TRUCK RENTAL CASE NUMBER: CU14 -13 LOCATION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HIGHWAY MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET' R OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES I®m1 U C � w �F" N C 20 00 W E -0 ~ i am P r YT QG1 9TE OF i R o < m i r Y w m J Q Z_ 4Z n Z' 4 5' LU J- 0 0 5. �. . J i- W U) J f- STOP! o CALL BEFORE YOU DIG Q DIG TESS I -800- DIG -TESS U NORTH -w (@ ICBSt 72 hours prior t0 digging) 0 - Q ...I BENCH MARK LIST GRAPHIC SCALE IN FEET BMN1 Site Benc, —a cross an on southwest. —f inlet D # on the south side of East Dallas Road and 226 feet east of T— Trail SHEET NUMBER 6,-M— mmmj Elev. = 61228 L -02 REVISIONS REV # I DATE I BY: Note: 1. Illumination signage was included in the determination of the illumination levels. CASE NAME: RYDER TRUCK RENTAL CASE NUMBER: CU14 -13 LOCATION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HIGHWAY MAYOR SECRETARY I DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE; SHEET, 7 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES LS Energy Services Group 1 -S00- 633 -871 1 - WWW.WLSLIGHTING.0 ❑M BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND /OR ARCHITECT MUST 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 UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURERS LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. U.0 U.0 a b.v tl.c U.0 S.D U.0 1F�`a 0 I b.a b.0 L.e 3I I .1 3I5= b.0 U.D 1 1.2 AERO DRN FE1g,,LPrtrt a II A DELAWARE LIA1%. Q ,I PARTNERSIIIP DOC, NO. D2062 1765 0.1 0.1 _ �p 7 I1$1 0.9 5.1 b., zt o!I`. 1.3 b.I b.1 .3 ♦1 - k.- 0.2 U.2 3 l ;k EXHIBIT TO 090 a Page I of U.0 10. C' 0 U.0 S.0 5.o t.c T . 0 K # X X x 1.0 5.4\\i b.8 s .z `_ 4 5. E.3 .7 `_.1 1. 0.8 5.9 5.3 \b.2 + .0 b,D *0, . 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THE ENGINEER AND /OR ARCHITECT MUST 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 UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURERS LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. U.0 U.0 a b.v tl.c U.0 S.D U.0 1F�`a 0 I b.a b.0 L.e 3I I .1 3I5= b.0 U.D 1 1.2 AERO DRN FE1g,,LPrtrt a II A DELAWARE LIA1%. Q ,I PARTNERSIIIP DOC, NO. D2062 1765 0.1 0.1 _ �p 7 I1$1 0.9 5.1 b., zt o!I`. 1.3 b.I b.1 .3 ♦1 - k.- 0.2 U.2 3 l ;k EXHIBIT TO 090 a Page I of U.0 10. C' 0 U.0 S.0 5.o t.c T . 0 K # X X x 1.0 5.4\\i b.8 s .z `_ 4 5. E.3 .7 `_.1 1. 0.8 5.9 5.3 \b.2 + .0 b,D *0, . 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' t , t ' t ' t- 0.2 5.3 O., b.s 110 1.7 °3.3 6.9 13. i RYDER TRUCK RENTAL INC. 5.0 b.n EB LONG .0 ^ VOL. 6508 PG 422 4R 5.1 0.2 0. .6 11,9!511.1 0.1 J.2 0.2 0.3 15 0 J,7 t.2 1`.4 1.0 VOL 6508 PG 416 VOL 6816 PG 1747 _ .6 3 0.2 0.1 t..1 1 DRTCT , I I 5.1 S.1 5 b.9 5.2 tJ.l J.1 J.1 5.1 b.2 5.2 to J.4 0.6 5.B 0.- 0. 2 0.1 b.1 0.1 5.1 s U.3 0.2 0.1 U.1 0.1 5.1 b.l b.l ` 112 5 0 H H PROPOSED BUILDING O 3 0. 0.1 0.1 b.l 5.z °i S., S., b., b., b10 5 EXISTING FUELI CANO'Z 0 EKPANSION EXISTING BUILDING I� 'Ah 0 0.1 0.1 5.3 b. .2 .6 ..3 .2 0.1 5.1 5.2 0.3 b.3 bi9 1.9 _.n Bib�BP °� ..7 .9 . {4 I Z 0.1 U.1 J.4 1 .9 0.9 J.3 0.2 5.1 J.2 5.2 0.2 10.4 U.� 1.1 4.9 5.9 16.9 19.1 t.9 1.0 0.6 J.2 0.1 U.0 b.0 J. ' • w 0.1 U.1 5.2 b. �.0 0.5 5.2 5.2 5.2 b.2 5.; b.s 7 1.D�1.2 `_.6 'z.9 4.. =, b.3 6.0 1.9 U.8 J.3 U.2 b.1 b.l 5. , s .1 U.1 �1 ^1 ■ S.2 5.2 b y �i t ' i} a t U.3 5.3 b.1 U. U.4 t.1 t-, b.z 5.2 b U.2 5.2 b.2 b.3 b. 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I - i q , fi 2 O2 3 0 Kev Plan 0 _5 0 In I I I I v N / 1 South Elevation - I I I r1h T.O. . 1 1 1 I'IIII cyder East Elevation - F / 1/8" = V -0" ORIGINAL SHEET SIZE 222" X 34" SMOOTH FACE CMU AT ACCENT STRIPES; PAINT SHERWIN WILLIAMS GYPSY RED SW -6865 , SMOOTH FACE CMU AT ACCENT STRIPES; PAINT SHERWIN WILLIAMS BLACK 5/1/14 CHANGED NEW SHOP WALLS TO SPLIT FACE CMU REDUCED NEW OVERHEAD DOORS HEIGHT TO 16'; TYPICAL MO TO MATCH EXISTI G OVE HEAD O j I j I I I I � ' I I I �Gl 5/1!15 CHWALLS T -rte' —i—r �--,T� r - 1 5/1/15 ADDED 64" TALL CMU WAINSCOT TO EXISTING WALLS CASE NAME: RYDER TRUCK RENTAL CASE NUMBER: CU14 -13 LOCATION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HIGHWAY MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 9 SHEET, 8 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ' ORDINANCES. ' DEPARTMENT OF DEVELOPMENT SERVICES _ _ T.O. New Wall /1 123.000 V — T.O. New Wall /1 123.000 V — RED BAND BLACK BAND — Second Floor 109.000' — T.O_Slab A-N 100.000 V EXHIBIT d- TO 60. RoN 3 / Page �9 of _/ TYPICAL EXTERIOR MATERIALS METAL ROOF ARCHITECTURAL BUILDING COMPONENTS 300 SERIES 24 GA. 22" STIFFENER RIB PROFILE, METAL ROOF SYSTEM WITH DOUBLE LOCK SEAM, COLOR: SANDSTONE (VERIFY SANDSTONE OR MATCH EXISTING GRAY WHITE ?) SPLIT FACE CONCRETE MASONRY UNIT SPLIT FACE CONCRETE MASONRY UNITS, COLOR TO MATCH SHERWIN WILLIAMS GULL GRAY HC -132; SEAL WITH TWO COATS SHERWIN WILLIAMS H &C SHIELD PLUS (CLEAR); GENERAL CONTRACTOR TO PROVIDE SAMPLES PRIOR TO ORDERING. METAL COPING, DOWNSPOUTS, GUTTERS, & CONDUCTORS PREMANUFACTURED METAL BUILDING COMPONENT COLORS __T.O_Exist Wall I1 TO MATCH ROOF COLOR. 116.000 V RYDER - Grapevine, TX Masonry Percentages KAWNEER TYPE 450 ALUMINUM FRAMES, BLACK ANODIZED Full Height Block on N & S (none on canopy) /Full Height Block on E &W -New 5.33 FT Partial Height Block on N, 5 & E - Existing FINISH WITH V LOW E INSULATED GLASS _ Second Floor /l 1os.000 —' V (Existing & New) Area (SF) Description of Area CONCRETE MASONRY UNIT, FLAT FACE, ONE COURSE, R PAINTED SHERWIN WILLIAMS BLACK \ CONCRETE MASONRY UNIT, FLAT FACE, TWO COURSES, T.O_S13 I, PAINTED SHERWIN WILLIAMS GYPSY RED SW -6865 100.000' v 115 5.33 FT high block from grade east -exist ADD 64" TALL CMU WAINSCOT TO EXISTING BUILDING WALL; QWHITE 3 RIBBED METAL SIDING ABOVE CMU TO REMAIN 1030 TYPICAL BOLLARD 6" DIAX 5' TALL STEEL PIPE BOLLARD north - exist PAINTED SAFETY RED, SHERWIN WILLIAMS SW -4081 RYDER - Grapevine, TX Masonry Percentages Mason) 12" = V -0" Chart E I r I t ri�.'I�nnm��r vision soluiioua \aluc Total wall Area Full Height Block on N & S (none on canopy) /Full Height Block on E &W -New 5.33 FT Partial Height Block on N, 5 & E - Existing LQ m N Building Location (Existing & New) Area (SF) Description of Area LQ ~ N m south- new 671 618 Full height block from grade (not canopy) nth - exist 430 115 5.33 FT high block from grade east -exist 1210 336 5.33 FT high block from grade east -new 1030 1030 East Wall of new shop (exposed area only in calculation) north - exist 278 465.33 FT high block from grade north- new 671 618 Full height block from grade (not canopy) west - new(wall) 2276 2276 Full height block est - new(canopy) 582 0 New metal south - office tower 337 337 Full height block east - office tower 352 352 Full height block north - office tower 417 417 Full height block west - office tower 391 391 Full height block Dial (exist & new) 8645 65361TOta1 Block Area 76 Masonry% Mason) 12" = V -0" Chart E I r I t ri�.'I�nnm��r vision soluiioua \aluc PROJECT NUMBER 15- ET1276 Working Draft - Rev J 5/5/2014 Elevations - Proposed T_ O LQ m N O LQ ~ N m N c N '; � N Q. n' W 0 Ul �1 N CL r �VO4 r W L CIO -0 L X mL! O •' N O Lb im J Q Revisions PROJECT NUMBER 15- ET1276 Working Draft - Rev J 5/5/2014 Elevations - Proposed I= 0. Exist Wall 6.000 [1--Second Floqr._ M-/ 109.000 oL-T.Q.S1pb 100.000, 1 North Elm O rr)"� <) q, New Wall n-l—I23—.000' — --- NEWSHOP WALLS TO CMU J Qom- O, Exist WqII 1 6.00C Floor 1C 006' t ak-1-9L—Sla-b— - - - i F 10u.000• (0 Office Tower West Elevation Ci) Partial East Elevation 1/8" = 1' -0" s 1/8" = 11-01, ORIGINAL SHEET SIZE 22" X 34" <) A EXHIBIT 14 TO 090- —9-0-1-4-3 Page __q—ot I/ - T.O. New Wall fi1 12-3.000- — (a nc m I\TION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HIGHWAY MAYOR SECRETARY E: PLANNING AND ZONING COMMISSION E: =T, 9 OF 11 kPPROVAL DOES NOT AUTHORIZE ANY ORK IN CONFLICT WITH ANY CODES 0 ORDINANCES. 5/1/14 EXISTING FUEL CANOPY TO REMAIN OE II'�I"II"'' NEWSHOP WALLS TO CMU J x --------- ------ -------- T.O_New Wall I1 West Elevation - ET' \mon • Solutions • Nalue, C) O C'4 X p dj < C-4 > Q) , C) (1) ? N Q m m CJ 06 (j) X C) CN C) M a) —j < PROJECT NUMBER 15-ET1276 Slab-0 Working Draft -Rev J 0.0(T0, 5/5/2014 Elevations - Proposed a x c: T.O_New Wall I1 Revisions 123.000' Rev # 3 Rev 116.000' _Second LF1cL0)L j!q 109,000. C) O C'4 X p dj < C-4 > Q) , C) (1) ? N Q m m CJ 06 (j) X C) CN C) M a) —j < PROJECT NUMBER 15-ET1276 Slab-0 Working Draft -Rev J 0.0(T0, 5/5/2014 Elevations - Proposed a i. Q Q� Q -j_(LIEATML 116.000' T — Second Floo 109.000' 1111 T.O. S[a 100.000 Office Section Lookina North L"/ 1/8" = 1'-0" . Ne,,LWall 103 .000F T.O. Exist WgII � f v 116.000' Floor 16 E 109.000' �v-i 0 1 sii 0. 00 v ORIGINAL SHEET SIZE 22" X 34" (P �ATION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HIGHWAY --MAYOR- SECRETARY- rE: PLANNING AND ZONING COMMISSION rE; ET, 10 OF 11 NIPPROVAL DOES NOT AUTHORIZE ANY IORK IN CONFLICT WITH ANY CODES OF ORDINANCES. PROJECT NUMBER 15-ET1276 Working Draft - Rev J 5/5/2014 Sections EXHIBIT_B TOQgDA014-31 �fdd"� page--- /0 of-11 ET ---- T.O. Exist Wall A-% - - -6- 'ZIP ... .. .... --- j --,--j -- - ----- ��Eq I 0-00' ----- 1kion sobili Nah"! I L ----5epgltd loo L-L 109.000 L il I I ILI ILI T7--L L -..-L L I L-L-L 1-j- I 11 L -L-j-J-L-j-J . . . . . . L.Q. glab A-,, -L 1 -11 IL I I I I 100.000, -V 2 ' Office Section Looking West Ci) Section Looking West to Proposed Shop 1/8" = V-0" 118.1 V-0.1 CD u') CD X >< p 04 I- T-T -TT� 1-1-11-1 1 -F W) C: I I > a) rTTTrr m I I.. . . . . . 7= West I I • > CL -7-T -T-T J-i- West Covered Bay (D ,p T-T- 06 (j) M, cu X C:) 04 C:) (m M to < Revisions �ATION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HIGHWAY --MAYOR- SECRETARY- rE: PLANNING AND ZONING COMMISSION rE; ET, 10 OF 11 NIPPROVAL DOES NOT AUTHORIZE ANY IORK IN CONFLICT WITH ANY CODES OF ORDINANCES. PROJECT NUMBER 15-ET1276 Working Draft - Rev J 5/5/2014 Sections Fuel Canopy North g 1/8" = V -0" �2� Fuel Canopy West g 1/8" =1' -0" 1/4" = 1' -0' Enclosure South Elevation 48'- 0" ,I ro 7 Dumpster Enclosure Plan 4 l 3/16" = V-0" 0 ORIGINAL SHEET SIZE 22" X 34" a .7 0 A 8 m N m EXHIBIT TO 04A p 211 31 CASE NAME: RYDER TRUCK RENTAL CASE NUMBER: CU14 -13 LOCATION: 1100 TEXAN TRAIL AND Page _.__LL- of �_ 1150 E NORTHWEST HIGHWAY 3 ) Fuel Canopy South a 118" = V -0" W R _ MAYO SECRETARY DATE; PLANNING AND ZONING COMMISSION DATE: SHEE" 11 0, 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES NO GATES; TALL BOLLARDS ALLOW FUTURE GATES ;KADE TYPE WOOD POLE FENCE 1/4!'= 1' -0" 9 Stockade Fence Interior g 1/2" = V -0" 4 X 6 RAILS 6 X 6 PRESSURE TRE/ POSTS AT 8' O.C.; EME MIN. 24" IN CONCRETE i TALL CONCRETE FILLED ARD, RYDER RED 7' TALL CONCRETE FILLED ARD; SET MINIMUM 36" )W SLAB IN CONCRETE • DUMPSTER ENCLOSURE; SEE CIVIL DRAWINGS FOR EXACT LOCATION VIEW 5 SHEET 8 VIEW 4 SHEETS Plan N.RTH ET'�� lision >uLa limi,a Giluc' 1' .j Q (D L Revisions O CO LO O N CO � X 25 LQ 00 N m Qj Q N � r Q cl — N (D N r Um W L cu a) 00 25 O •• N O M +- J Q PROJECT NUMBER 15- ET1276 Working Draft - Rev J 5/5/2014 Fuel Canopy and Dum pster D