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Home My WebLink AboutORD 2014-031 TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR, PLANNER 11 DATE: SEPTEMBER 2, 2015 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 "Ll" 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 0:2MCU15-39.4spre -------------- X R Cr,Z y!c,'p I N1 ART DALLAS ROAD NORTH 0 V RIGHT OF WAY 26 Z INSTALL 150 SF ET) OF CONCRETE r- Z5 ------- BUS CL REMOVE APPROX.4138 SF SIDEWALK 14 EXISTING CONCRETE PAVEMENT ILL 60 LF 0 INSTA M UJ GRAPHIC SCALE IN FEET C --j :E F_ > 12"WATER LINE 6"CURB > 0 (D 0 15 30 60 > 7' U) Z F= CO r- 0 M STE- 0 FH, I BM -7 V) 9 ...... Z qv M < *3-rl V E _203,241 PROJECT 1 30' FH CL E DALLAS RD LOCATION 0 X-X--- _11� X-X-----X---X--X::�-� 12"WATER LINE - - - - - - - - - - - - - - - - - - - - - - - - - Cn 16SIDE YARD LS Z F, LEGEND CL X Lu M X > Z Y, M vau, W U) LS Al co > LIGHT DUTY CONCRETE SIDEWALK X > 0 ow LIGHT DUTY CONCRETE PAVEMENT M r 382 > 3- "'5 Lu .. ...... ry . .. .... MODERATE DUTY PAVEMENT AERO DFW FEE,LP. _Z�1_1 Zs EXISTING CONCRETE PAVEMENT A DELAWARE LIMITED 00 8�01 CO n� 11i", PQ - , �,� ' A 1�?� PARTNERSHIP DOC.NO.D206254785 Ty, T W WATER LINE 'M LO G) IJJ Ix 07130115 Ss- SANITARY SEWER LINE '1 71 rT -OHE- OVERHEAD ELECTRIC LINE V OF ,g LIGHT J��:" --,-, "R t, , C-INITY MAP nl` XW LS 'Wi "4� v, o X__ PROPOSEDFENCE ,a, INDUSTRIAL gg`'�?� 0 A ZONING M Z Z EXISTING FENCE N.I".S. Z :D- N_ � O ........................... R, 'j FH FIRE HYDRANTS ""A u_ X 0 I INSTALL 200 SF "A ': 1� U) : fBRANDON D. MIDDLETONP X LS LANDSCAPED AREAS V....... .......... H OF CONCRETE 6CHAIN LINK FENCE 100185 :,�A- W 'SIDEWALK "��,MODER CL S _A a U 0, TRAFFIC CIRCULATION DIRECTION ENSQ 0 Q:...... rt1__1111_111__111 N CL a. INSTALL 80 LF - ----------- CL 611CURB L REMOVE APPROX. M--�,i 'A 1 �1209 SF EXISTING SITE DATA TABLE IRV CONCRETE Site Expansion Final (SF) Existing(SF) SF) x-, y Ul� PAVEMENT 2.75 Acres +1.02 Acres 3.77 Acre Total 89o38'51` E 14 98' FH S TF j, CIL 164,221 0 Lot Area 119,790 44,431 34,762 21.2% .489-46-08-W 159,94' Landscape/Open Space 2,396 2% 44,431 100% ................ 14,181 8.6% Building Area 2,860 2% 0 0% PARKING DATA TABLE I O'PERIMETER LANDSCAPE LS A a ea 114,534 96% 0 0% 115,278 70.2% REQUIRED PROVIDED Pavement Ar 34,762 21.2% a c, space sq. A_ J, Pervious Area 2,396 2% 100% 0- INGL Impervious Area 117,3941 98 0 1 0% 1 129,459 78.8% LS S s- �2 G a -7 minimum open sp ce QKY--� Notes: Per the current Light Industrial zoning regulations,a 3 of at least 1S percent of the total site is required. Withtheproposed 30'REAR YARD SETBACK E TY �A 71, c S 0 ...... CU T �,��x,, T"5- improvements, the site will exceed the minimum requirement with 21.2 K, Z" T7 -7 + .......... percent open space. T Z 77 "J" _0,o, . ..... L M LS S BUILDING DATA TABLE 233 LF 611 (2) (3) CONCRETE ni� n',2"V,�, k1l, 38 T T .4'1 CURB T�, .......... PREVIOUSLY APPROVED ......... Ru, EXISTING BUILDING BUILDING (CU14-36) V PROPOSED BUILDING (CU15-39) R -'s -4 16 "S, 'M 'P !17 ....... 0 616$6,RG '41', AREA (SF) AREA(SF) AREA (SF) _�,77 3- 4" 8'' 1,713 1,713 OFFICE 588 250' WAREHOUSE AND STORAGE 2,272 9,909 12,468 TOTAL 11,622 14,181 2,860 N > U) ZQ 0 :1 0 (FT) (FT) (FT) W 0- W Z 0D BUILDING HEIGHT 2 26.5 u- U C\1 5.0 PI O :D < p P? EVIOUSLY CL > Notes: *Proposed interior building square footages for CU14-36 and CU15-39 include the ------- PPROVED 0) OF CE BUILDING PROPOSED remaining existing building area identified on Column(1). 0) C'4 BUILDING PANSION EXPANSION 4 LIGHT W1 E:606.16 F" NOTES ZONING INDUSTRIAL FIFE:606,16 0) ING 53,6 ECENTLY C) R 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS `3 0 BUILDING I� APPROVED CASE NAME: RYDER TRUCK RENTAL OTHERWISE NOTED. .16 LIGHT DUTY CASE NUMBER:CU15-39 FE:6a6 LOCATION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HWY. "A Z 2. THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE 5.0 0 112.7' 50A' V� ANY PERMANENT PAVEMENT UNTIL ALL SLEEVING FOR EMPLOYEE AND A N, N\ 7, ELECTRIC,GAS,TELEPHONE,CABLE TV,SITE IRRIGATI Tww CUSTOMER PARKING OR ANY OTHER UNDERGROUND UTILITY HAS BEEN 9 SHEET: --!-OF AREA ONLY 7 7 INSTALLED. IT SHALL BE THE CONTRACTORS APPROVAL DOES NOT AUTHORIZE ANY 7 7":,77��-- n 'Aft RESPONSIBILITY TO CONFIRM THAT ALL SLEEVING IS IN 2.0' A" PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT WORK IN CONFLICT WITH ANY CODES R- OR ORDINANCES. 8"SANITARY w RAPEVINE "A 3. REFERENCE GENERAL NOTES AND Cl TY OF G p STANDARD CONSTRUCTION DETAILS FOR ADDITIONAL SEWER LINE' �_k F_ V_ _05-1 ,X '_,"'MODE DEPARTMENT OF DEVELOPMENT SERVICES A, W ti; Y bO Lr 0 PAVING NOTES. WATER;LIN -21 L21 CON( 12 �E MEN CURB 4. PRESENT USE AND PROPOSED USE:VEHICLE 4 'VE �RETE "N CITY OF GRAPEVINE J 0 LS MAINTENANCE, FUELING,WASHING,RENTAL,AND LEASE R2.0 TE PLAN REVIEW COMMITTEE CASE NUMBER: CU15-39 SALES 0 NY 5. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE'S SOIL -T DENIED V'D� EROSION CONTROL ORDINANCE SHALL BE MET DURING DIMENSIONAL CONTROL SITE PLAN RAY., Z THE PERIOD OF CONSTRUCTION. Luc 'U .......... F W� E 8E 2 P co FOR _;0- '7. _,SLID[ING�SECURIT 0i RZ T,5 WITH NEW CONSTRUCTION SHALL BE LOCATED IVI'' IDINANCE ' TH' ST S'D OP REI 1100 TEXAN TRAIL AND 1150-E.NOR VE Ilvily UNDERGROUND. r al EXISTING ZONING:LIGHT INDUSTRL4LL PROPOSEDZONING: LIGHTINDUSTRIAL �Z, T THE PROPOSED LOT AND BUILDING EXPANSION HAS BEEN A:'�aUNUT_ J CLOUDED. C__ RYDER TR UCK PARKING LOT ITSANITARY PLANNE SEWER ESMV > L LS CL 8. BOTH THE EXISTING AND PROPOSED SITE HAVE NO CV BEING 3.77 ACRES OUT OF THIE (BY PLAT) 15, IDE YARD SETBACK ON-PREMISE MONUMENT SIGNAGE. B.B.B. &C.R.R.RAILROAD SURVEY,ABSTRACT#205 I PERIMETER LANDSCAPE CL 'x - --- ---- i� 9. BARBED WIRE FENCING IS NOT ALLOWED. CITY OF GRAPEVINE TARRANT COUNTY,TEXAS OWNERS: S 89049'43" E 399.16' 10. INSULATED DOUBLE-WALL 100 GAL ABOVE GROUND OIL STORAGE TANK TO BE RELOCATED INSIDE THE Ryder Truck Rental,Inc. 0�ag, 10'UTILITY ESMT 1 Jefferson Blvd. -FH: MAINTENANCE BUILDING. (BY PLAT) A31 D-FW AIR FREIGHT CENTRE Warwick,RI 02888 ADDITION EX 24"j�CPSD,)RhA 11. THE PROPOSED BUILDING EXPANSIONS TO THE EXISTING SURVEYOR: ENGINEER FACILITY WILL BE FIRE SPRINKLERED -VOL-398 PG 163 8"--SANITARY- MRTCT SEWER LINE 'Ll" KimlepMorn Lane's Southwest Surveying,Inc. Kimley-Horn and)Nssociates LIGHT CONDITIONAL USE REQUEST CU15-39 IS A REQUEST To 2717 Motley Drive,Suite B 801 Cherry St.Unit 11,Suite 950 INDUSTRIAL AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU14-36 Mesquite,TX 75150 Fort Worth,TX 76102 ZONING SPRC, CU114-113(ORD.2014-31)SPECIFICALLY TO ALLOW AN Tel:(972)681-4442 Tel:(817)335-6511 Contact:Jim Lane Contact:Brandon Middleton,P.E. EXPANSION OF THE WAREHOUSE AND STORAGE, RELOCATE pz� 60 U1 �3 IDE Q`X f fl, � THE FUELING STATION AND REVISE THE PARKING LAYOUT. IGNED 1DRAWN D SCALE DATE LKHAPROJECTNO. I CAG JULY 20151 061282700 as CITY OF GRAPEVINE LANDSCAPE REQUIREMENTS CASE NAME: RYDER TRUCK RENTAL REQUIRED PROVIDED ui E X 30"RCP STORM VASE NUMBER: CU15'-39 AS � y •= ' OFF-STREET PARKING REQUIREMENTS � z _. _ - L.00ATION. 1 100 TEXAN TRAIL AND 1150 E NORTHWEST HWY. �� INTERIOR LANDSCAPING-MIN. 10%OF VEHICULAR USE ARES SHALL BE LANDSCAPED ❑ � � � . 114,605 SF X,1 = 11,461 SF 11,461 SF 11,461 SF SHEET: OF 9_ - - r ..,} per. _. TREES-1 TREE/400 SF OF REQUIRED INTERIOR LANDSCAPING O 11,461 SF/400=29 TREES 29 TREES 33 TREES APPROVAL DOES NOT AUTHORIZE ANY CITY OF GII�APE�J1 I� *INCLUDES 5 EXISTING TREES I � FILA 4 REVIEW O1�11Iil TTI 0 WORK IN CONFLICT WITH ANY CODES x PERIMETER LANDSCAPING-15'BUFFER ALONG PUBLIC R.O.W., 10'BUFFER ALONG OR ORDINANCES. PROPOSED 6' $ DENIED—__— ADJACENT PROPERTIES. 1 TREE PER 50 LF OF PERIMETER AREAS __. --_ DEPARTMENT OF DEVELOPMENT SERVICES '? bi I��V1--' —15'SIDE YARD CHAINLINK FENCE _ _ 1,048 LF/50=21 TREES 21 TREES 21 TREES w -. ram„ ��✓.i"'eY 3"g J° • E3 _ ?f -----"'"_ '�.� fV S€e.. _.... FL.a f.—. � _ �. r. , » OPEN SPACE REQUIREMENTS -- a; y t5 S�} NONRESIDENTIAL ZONING DISTRICTS SHALL HAVE A MIN.OF 15/o OF TOTAL SITE DEVOTED z «-,. :.. ;` 16 21 SF X.15 2 33 SF 24,633 SF 34,762 SF 21 S'D ORDINANCE PIV TO LANDSCAPING 42 46 s . NON VEHICULAR OPEN SPACE REQUIREMENTS ,�•\ � --_-, PERCENTAGE OF SITE IN NON-VEHICULAR OPEN SPACE LESS THAN 30/a- 1 TREE 12,500 1 - SOa , PLANNER 34,762 SF/ 00= 14 TREES 14 TREES 14 TREES + E ` 2 TD 2 4,7 2,5 r v _UI<, 9 - T �� — v yv ° + I / O5 MITIGATION , + v/536/y QS 5 /, \ :`, PROTECTED TREES SHALL BE MITIGATED 1:1 � PROTECTED TREES REMOVED 1 - 14"CEDAR 14 INCHES 15 INCHES ui c� SbD + + (5 TREES @ 3"CAL) E- o { LL 3 0 i LEU TOTAL TREES: 65 TREES 72 TREESco �, 18 *ALL TREES UNDER OVERHEAD ELECTRICAL LINES ARE UNDERSTORY TREES 0 LL t as % TO \ i- r Z 00 1 ' _„ -- {' A DELA1`VA E_ 1111 FI` I ePLANT u�J F sl, a , r I TD - _ �U_ Z 2 TREES CODE QTY BOTANICAL NAME/COMMON NAME CONT REMARKS c /TRA`, �" �. 22E .' '`,, g a r, + QS 11 QUERCUS SHUMARDII/SHUMARD RED OAK 3"CAL, 12- HT X 4-SPR FULL,SINGLE LEADER,STRAIGHT C3 co �. `: •_.__—/�.` aY. £ 'r"0< 1 P`4 R'£, PROPOSED 6' - - ,. CHAINLINiZ'F NCE I -rnMENT<S L i QV y ` „ hCO VOL ^;;s \ - ? + QV 10 QUERCUS VIRGINIANA 1 SOUTHERN LIVE OAK 3 CAL 12 HT X 4 SPR FULL SINGLE LEADER STRAIGHT - V L 66-A 9 �1.• v 5 / 1 U 10'`RER(METER LANDSCAPE __ _.. .--- ' ILN r u LU \, 139 RR 0 y: O TO 9 TAXODIUM DISTICHUM I BALD CYPRESS 3"'CAL 12' HT X 4'SPR FULL STRAIGHT SINGLE LEADER � 18 - ... .. ., ._.. '�«. aaa°oaaaoo ry j,1J a mom t, �,� 1 /� 30'FRONT YARD I SOD o UC 9 ULMUS CRASSI'FOLIA I CEDAR ELM 3"CAL,10--12-HT X 4' SPR FULL,SINGLE LEADER,STRAIGHT +' o ¢° __. + %OV��'. PROPOSED 6' C - o°aao¢¢°a C7 CHAINLINK FENCE UNDERSTORY TREE CODE QTY BOTANICAL NAME I COMMON NAME CONT REMARKS � i � - ------------- 37 + CO 8 CERCIS CANADENSIS OKLAHOMA /OKLAHOMA REDBUD 2 CAL,6--8-HT,3'-4-SPR FULL,STANDARD,STRAIGHT t MULCH{TYP.) "<'''" "„' EXISTING 6' CHAINLINK FENCE + 1 ID 12 ILEX DECIDUA I POSSUMHAW HOLLY 2"CAL,6'-8'HT,3'-4'SPR FULL,STRAIGHT *, ' SOD o IV 9 ILEX VOMITORIA 1 YAUPON HOLLY 2"'CAL 6'-8' HT 3'-4'SPR FULL STRAIGHT 4� a " 4 4 + . + .. °.. _i...+ i } .}.. _4 + +;i 4 # •` < ::+., - ._ .». - ,. - - — . Y,:. mg#.a - ° SHRUBS CODE QTY BOTANICAL NAME/COMMON NAME CONT REMARKS OF-._._ -,, a ILN 139 ILEX X'NELLIE R STEVENS'/NELLIE STEVENS HOLLY 30"HT,24"SPR.,36"OC FULL,5 GALLON MIN. * SOD SOD 1 TRA LO _J _J + aaa oa00000ao i t ` --- 000,00 TRA \253; + LEU 224 LEUCOPHYLLUM FRUTESCENS/TEXAS SAGE 30"HT 24"SPR, 36"OG FULL 5 GALLON MIN.>po° as i r; ' + �1 734 ` � Q 'o ®°o o o' ' 2 + atl °a4 tlnnnaaa°¢ aatl :aa RR / \ -_ - # \ r LEU : ' (�} ID pp co } + o0 oaa° ___._.\ °000a° 18 u ,-I RR 124 ROSA X KNOCKOUT TM/ROSE 30"HT,24"SPR.,36"OC FULL,5 GALLON MIN. a ❑ j= LLJ ►- o ❑ u l off . t� r < Z Z + ID 2 10 TD DU2 �C\ 3 / R \, uj t03 3 L\ TRA r GROUND COVERS CODE QTY BOTANICAL NAME/COMMON NAME CONT SPACING REMARKS 0 cV I < W— - 613 , <C c� Lu w + w 3 ;/� ".., d o ❑ cn ❑ ❑ w 4 TRA 4,187 TRACHELOSPERMUM ASIATICUM'-ASIATIC-i ASIATIC JASMINE INSTALL 12"o.c. FULL, 1 GALLON MIN. - a o EXISTING 6' / CHAINLINK FENC '.. MISC CODE CITY BOTANICAL NAME I COMMON NAME SPECIFICATIONS RR e /CO , 20 UC a II SOD TBD y odon da y n/Bermuda /°free of Rainsiled 41d ceases,weeds,etc.joints, C n ct to g 1 100° �,. o 2C LL w : o a SOD » ? f " >< o a fi, MULCH TBD Shredded Hardwood Mulch 3 depth,dark brown,all trees to receive a 4'diameter J ° UJ Fl% D R E K , E . I , n1,4 mulch ring if located in sod areas U \. a a H p aQ °a d 3 J ,x _ r .. Z� ', , ,, °aooado_ ,,,�`'� � -, &.1.� �»"7 .�^- ,- � '., VOL;- 5+�7� ,�� -r.,t�. ;� ,\" � �"'is r^t, _. LU ; Ld co z a- F f i CL Q r» +.- d� i.—_i : :.,;`s ;€- »i.zr_.,.'»� - .[ /'ice 6, �.:' MOTES:PLANTING ,.� ' ' � - i , LL in LEU 20 - L ° i .sxce h i F ( U PROPOSED �y ; I i 1. ALL i �� PLANT MATERIAL SHALL BE ST LL ACCORDING S S STATED IN L�.. ' �"�" '�� - ��" I ,; � `"�" INSTALLED ED A RDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS A THE _LATEST EDITION OF"A a�, �n� � , .... �, MERICAN w +, _ UILDING U m E �`- -s-.�•� ., �` `' .� STANDARD FOR NURSERY STOCK"BY THE AMERICAN ASSOCIATION OF NURSERYMEN. + OFFICE Bz��LT313t '�a `a EXPANSION F XPA ( N �_ cn _ EXP.k'NSiON gym. + , ,- FFE .6C}6.16; __.. _ rx _ 2. N� ,� _ __ O SUBSTITUTIONS IN PLANT MATERIALS SMALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR LANDSCAPE ARCHITECT.IN THE EVENT OF DISCREPANCIES z n FFE: 606.16 a� y_ •> BETWEEN THE DRAWING AND THE PLANT LIST,THE DRAWING SHALL PREVAIL. LL 3. LOCATE L,._ ... -, ;:: -� T ALL UTILITIES Ti rn „ UT I ES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES Tb EXISTING UTILITIES INCURRED BY HIS WORK. Jw .} EXISTIII a, i „ i r i . .P '. �.� ': : £.`��} `.`+ ': ".-'-"" ",.' ;,, : ,: :: `'--, I -.:sae '`. ' ' C} o_ * ,, BUILDING IN , 4. REFERENCE IRRIGATION PLAN FOR BE IRRIGATION � t> / --- - � - - D INFORMATION. o o 2 F, E:606.16 \ \ / r CJ \ RR \\ o cn , :, 5. STAKING 1 ING AND GUYING ALTERNATIVES.METHODS INDICATED IN DRAWING DETAILS ARE PREFERRED. CONTRACTOR MAY SUGGEST ALTERNATE METHODS A F z z ..4x � ASSUMING FULL 20 ELl ._ a _. e� � : RES PONSIBILITY FOR THEIR IMPLEMENTATION. CONTRACTOR SHALL REPLACE PLANT OR UPRIGHT ANY TREES BLOWN OVER OR DAMAGED DUE TO WADE UATE STAKIN •AT z Q w _¢ \\ )LISTING 6 NO ADDITIONAL COST TO THE OWNER. k ¢ - CHAINLINK FENCE c w m . w 10 PERIMETER LANDSCAPE _ 6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING. >WL -- „ I 7. PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS.REFERENCE SITE PLAN.LL w, I " w m \ 8. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3 SHREDDED HARDWOOD MULCH, w w 29 \ % CO \ 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,O PROPOSED LANDSCAPE EASEMENT, is -.REFUSE SCREENING - to , EXISTING 6' \ ` c� SOLID FENCE NOT 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE.ALL REQUIRED LANDSCAPING L w Z¢ � ,, ,,. a, , G SHALL BE MAINTAINED IN IN A w ¢Q CHAINLINK FENCE 3y TO EXCEED 8 FEET _ , .. NEAT AND ORDERLY MANNER AT ALL TIMES.THE WORK SHALL INCLUDE BUT NOT TO BE LIMITED TO MOWING EDGING PRUNING,FERTILIZING WATERING WEEDING AND x � Z ,, ..� � LEU --:� •��;€; ,, .� , , ¢4 -_ OTHER SUCH ACTIVITIES COMMON T TMAINTENANCEP 44 T M O HE OF LANDSCAPING.ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS 1S m W Z r -' TRA € 6 &, F, o r TRA APPROPRIATE FOR THE SEASON OF THE YEAR.PLANT MATERIAL THAT DIES SHALL BE REPLACED WITH THE PLANT MATERIAL OF SIMILAR SIZE AND VARIETY. ..- \ a W Q ' 85// 172 z`� \ 11. CONTRACTOR SHALL WARRANTY PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE.WARRANTY SHALL NOT INCLUDE €x o -- .... \ w w . \ DAMAGE FOR LOSS OF PLANT MATERIAL DUE TO NATURAL CAUSES,ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER. - ' \ LEU n d RR ;�, , 12. ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLED TO BE SODDED SHALL BE REESTABLISHED WITH BERMUDA SOD. - . Wz LEU 24 % 35 / UG 24 ID \ 4 � 13, ALL LAND SCAPE BED AREAS TO BE PREPARED USI G E \ /� I i � ; ; \ 2N READY TO PLANT BEDDING MIX BY SOIL BUILDING SOLUTIONS OR APPROVED EQUAL). INSTALL TO DEPTHS PER > �UC CL CO 930� { ) g o- r ao as / IV 3 w PLANTING DETAILS+ a a r . DE LS 12 DEPTH MIN. FINISHED GRADES OF PLANTING BEDS TO BE 2 BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. _s a ; ,0 3 a : a Dana a ago. 3 `4 a o, a a 4 RR 14. AL L L SOD AREAS TO RECEIVE© �_ 4 DEPTH MIN:.TOPSOIL PRIOR TO INSTALLATION. NATURAL,' F TILE H RANGE O s a MULCH YP. a (MIN) TOPSOIL SHALL BE FRIABLE,FERTILE,p F 6.0 6.5,AND FREE OF TRASH, + R 4 n ¢ 24 t # SOD aaaaa a SOD 4 DEBRIS,STONES,WEEDS,AND TWIGS/BRANCHES. naaaao¢°o _. naaaa4b° - co LU Z ....... .-._ .3 ..g U ILL ... ... ... .. ... .. } �+ r #..r • a a a a -+ + # + # + + i i + i i i i + + + + + t + + :+ + + + } + ''s..`.; t^3, j,� Cn Z L Z -10'PERIMETER CASE NUMBER: C 1 5-39' t4 w z EXISTING 6' LANDSCAPE w� o - ;D , � I G-E � f,.E CHAINLINK FENCE U _ IUD"I[s l NORTH ' �;4 W, EX 4„ STORM' CAUTION � z EXISTING UNDERGROUND O UTILITIES. CONTRACTOR TOCall before you dig. k 0 1 a GRAPHIC SCALE IN FEET VERIFY EXACT LOCATION "9 �W 0 1 30 0 OR EXCAVATION. � w o PRIOR TO ANY TRENCHING � , SHEET NUMBER z"n oo °93' T¢ Q CASE NAME.RYDER TRUCK RENTAL CASE NUMBER.CUIG-39 0 LOCAMON:1100 TEXAN TRAIL AND 1150 E NORTHWEST HWY. C1 W CF GRAPEVINE 017EE S!1-E_ PI-4,N W C 0 NT 1E D 7 SHEEP -I-OF__2_ APPV r 4 APPROVAL DOES NOT AUTHORIZE AW WORK IN CASE # CONFLICT WITH ANY CODES OR ORDINANCES. C6 >2 SM ORDINANCE f DEPARTMENT OF DEVELOPMEW SERVICES, DAT!,_ 3 2 4 .21 PLANNER--- 2 6 (E flW5 F (KD n M (E ntal Vision Solutions Value' TYPICAL EXTERIOR MATERIALS 2 6 X3 5) X2 METAL ROOF ARCHITECTURAL BUILDING COMPONENTS 300 SERIES 24 GA. 22" SMOOTH FACE CMU AT ACCENT STRIPES; STIFFENER RIB PROFILE, METAL ROOF SYSTEM PAINT SHERWIN WILLIAMS BLACK WITH DOUBLE LOCK SEAM, COLOR: SANDSTONE (VERIFY SANDSTONE OR MATCH SMOOTH FACE CMU AT ACCENT STRIPES; EXISTING GRAY WHITE?) PAINT SHERWIN WILLIAMS GYPSY RED SW-6865 SPLIT FACE CONCRETE MASONRY UNIT 1 2 3 X SPLIT FACE CONCRETE MASONRY UNITS, NEW SHOP WALLS TO BE SPLIT FACE CMU COLOR TO MATCH SHERWIN WILLIAMS > I GULL GRAY HC-132; SEAL WITH TWO > REDUCED NEW OVERH AD DOORS HEIGHT TO 16'; COATS SHERWIN WILLIAMS H&C SHIELD TYPICAL COLOR TO MATCH EXISTING OVERHEAD DOORS PLUS (CLEAR); GENERAL CONTRACTOR TO PROVIDE SAMPLES PRIOR TO ORDERING. 11 q E T.O. NEW WALL,-6, 124'4"'� j Ln 0 J_ Ln r CONDUCTORS PREMANUFACTURED METAL BUILDING COMPONENT COLORS TO MATCH r 1, rr r r ROOF COLOR. Mon SM, ffl�i 7 WNW== N CONCRETE MASONRY UNIT, FLAT FACE, TZ., > ------ WILLIAMS BLACK SECOND FLOOR MEZZANINE EL. I 1V-1" PREMUSLY APPROVED OFMCIE 'T� > r H EXPDANMON (CU14-38� T ----------------- MOW M ........... ........... U ------ 4M1 1-M N4 ME)(] Sam_% > 4, -A_ 'A A a CONCRETE MASONRY UNIT, FLAT FACE, TWO T V _7_ r '7r COURSES, PAINTED SHERWIN WILLIAMS CN OOR,-,-L GYPSY RED SW-6865 FIRST FL Eia EL. 100'-0""-' �� (0 U ro I I.. ADD 64" TALL CMU WAINSCOT TO EXISTING BUILDING WALL; WHITE RIBBED METAL SIDING 1� �MET�ALLO�UVtR��_ 0 ABOVE CMU TO REMAIN N Ca D TYPICAL BOLLARD 6" DIA X 5' TALL STEEL PIPE BOLLARD PAINTED SAFETY Foe RED, SHERWIN WILLIAMS SW-4081 DIU, 09 ftu�h F,-_-hWSq0K)n - Frqp,%add go 10, 2& C Sun F PREMOUSLY APPROVED OFMCE EXPANMON (CU14-36) RYDER - Grapevine, TX _(M Ma onry Percentages CL 4 cc D D C 5 XB XA Z ( 5 _e =a ALUMINUM FRAMED Full Height Mod- on N &S Full Haight Mack�om E W- N ew STOREFRONT WINDOWS -533 FT Partial Heilht Btock on N,S& E-Existing', Co NEW CMU WALL6 0 ffl= L_ Total,Wall I Arva 0 PAINTED RED STEEL BuildingLocation (Existing Now) Area (SF) Description of Area CHANNELCANOPY 'T new grade _0 T.O. NEW s,outh 1698 169,8 Full h,eight block,fron L ReAdons 144 4 igh:block- from j�rade south-exist 364 9 5 5.33 FT hi IT, Rev.# Description Da2a oaot-exist 1187 321 5.33 FT high block from grade r "'D Q0 r r 1 7�__ east -new 948 84S Ea5t Wall of new,shop (exposedarea only,in ca Iculation) CrIt r4__ tl 17 M7::I:, Z=_ 7= T_ 219 44 5.33 FT high block from grade r north-exist LLJ J north-new 1326 132 6 Full height block from grade TOP OF EXIST.WALL 13LACK BAND MOM 1 .1 0 west-newjwall) 2137 .2137 Full height Kh,.),ck L co 17 _T1 south Office tower 434 43.4 full height block 2 2015 SECOND FL F L 'A 1- i east _00Rj, -office tower 858 85 8 Ful I height block EL. 11 V-4 I north-office tower 503 417 Full height block n west-o-ffice tower 951 951 Full heejght block -7- C: RED BAND J 0(/ Tata I(exist& new) 10525 912 31 Total 91*&Area n, PROJECT NUMBER 15-ET1276 :=7A A 67 Masonry% Ljj Rev N I r A-, _sFIRST FLOOR FIRST FLOO EL. 100'-0" EL. 100'-0 812612015 ADD 64" TALL CMU WAINSCOT AT TYPICAL WINDOW GU0NG EXISTING WALLS BoyatJons Proposed Q) 0 U� Ln ( 2 [Eu,5� Mwgthm 1pngp)�B&d (19 00 101, 2& OR�UNAL SHEET SUE 22ug X 34ug -7 jo 11__� <2 _5 14ry v or-lur vv�_%LLO REDUCED NEW OVE TYP , L� C.L TO 3A I�R CASE NAME:RYDER TRUCK RENrAL D CASE NUMBEFt CU15-M LOCATION.1100 TEXAN TRAJL AND 118D E NORTHWEST HWY. SHEET, 4 OF 0 F 7 4 47 3 7F GRAPEVNE CITY 0 -11MEW COM APMVAL DOES WTAUTHORIZE ANY WM IN N F E- CONFLICT WITH ANY CODES OR ORDINANCES. DENIED APPVT) U, OF DEVELOPNef r SF"CES DEPARIIENT 'ASE # 4 C A-3\ 2 0 �RDINANCE f 0 6 LE-In V_LIP a-IN M EM DATE-� uA Solutions Value Vision PLANNER 77 3 msy Phim 3 5 2 NEW SHOP DOORS TO BE 16' TALL 5 >I UX2 X3 6 4 f I NEW SHOP WALLS TO BE SPLIT FACE CMU > CL 12 1 (MATCH 0 EXISTING) 1 ["dil 124'- I j 1 1 1 1 1 1 1 f , 1 1 1 n i j i I I t 1 1 - I ; I I I i � , TOP OF NEW WALL A,TOP OF WALL L_ 'W1_2Z-3- =2 12m az� MOD tz cN L _47 1�qrc-r Q;JD r > M r-r T, it L_J_ MEZZANINE P FEE moo #�,E(:��Q FLOOR EL� 1 --I-El =1=1 EL. 11 V_ 0 T, r C'N J jl:� > 71 Fc= -Mi FIRST FLOOR . . . . FIRST FLOOR %FEL. 100'-0" EL. 100'-0" FO) PREV=SLY APPROVED OFMCE EXPAN=N (CU14-36) M00 W) Q) 00 0.400 PRWOUSLY APPROVED OFMCE FE_= OIL= EXPANS�ON (CU14-36) 0 06 =0 �- a 19 2V REV0ONS MADE TO EXTER�OR 4 x cM 5 5 M ME2 UXA U5 A A B =CO3 cc::::)) 1D :q� �0 Q_ 12 12 1 (MATCH 1 +/- (MATCH q) EXISTING) EXISTING) &,TOP OF NEW WALL Rev�dons -WEL_124�4' _T r TOP OF WALL Rev.# D88coptan Date EL, 127-4" Q0 J� n L L L A L L 7 LL,__1 J_L J "r-l= TOP OF EXIST WALL -OP OF EXIST EL. 116-0" '1015 SEP r:tff__r —1- MEZZANINE it L ,d,SECON �42 '9'E—L. 11 T-4" I - EL. 111'-1" D FLOOR CL Lj_1,L I 4. - r. i :E _ttr at Z_ mz -4-4- A J, r j� LIJ f I 7_9 z "L Rev N ,&,FIRST FLOO R &FIRST v7r, FIRST FLOORL FLOOR 1�: '�PEL. 100'-0" IFEL. 1 oo7u, EL� TO-0-:6" 8/26120115 c c� n E�svatbns - Proposed c: Q) off-0c@ vomw F,-_�8wguuob n 4 FwRuhl� 10DWSUMIM W&w rawn" uu(glm - Pirqp@m-�,d Uo 1 go [E 1 9 00 < 25P lop 2V op to, 250 _j OR�,GNAL SHEET WE 22" X 34" v 1' >5 (5 ��ZNM 5> CASE NAME RYDER TRIJCK RENTAL CASE _ 1 LOGAMN:1100 MAN TRAL AND 1160 E NORTHWEST HWY. 3 1 A B 1 2 3 ySHEET4 m APPROVAL DOES NOTALITHORIZE MY WORK IN I 2441 METAL FASCIA a CONnJCrrVVMi MY CODES O (COLOR TO MATCH ROOF) p 12 KIOSIC— TOP OF WALL n . 1 EL. 118,4„ � If SOFFIT � .. , a STEEL TUBE COLUMNS, PREFINISHED METAL VACUUM EL. 116'—Q" PAINT COLOR SHERWIN ROOF, C+DLOR TO MATCH FUEL DISPENSERS p a WILLIAMS STEEL GRAY ARCHITECTURAL BLD�G CANOPY LIGHTING C� [r�iM � [J® fi� MG [� `�O � SW-7664 COMPONENTS BRIGHT WILL BE RECESSEDVision Solutions Value' _ RED PREFINISHED METAL I . . GUTTERS AND p� Via'- if CONDUCTORS, COLOR — TYPICAL BOLLARD TO MATCH ROOF _ ; n — FIRST FLOOR yr L PLIT FACE CONCRETE CONCRETE UNIT FLAT FACE, 2 EL. 10(7' p„ ASONRY UNIT, COLOR COURSES, PAINTED SHERWIN CITE"OF 03RAPE:fINE __ O MATCH SHERWIN WILLIAMS GYPSY RED SW 6885 �[ �� m-LA%N E�`IEW C0f0"~i EE ILLIAMS GULL GRAY p L ° Q � Q �o .pry rT_,� �pfl CpOpp H� h [ u0� D� Op�p �0 Fac � COpJ Oc��D �,.J, p > o°❑ �o� p �� ' DATE 09 lop t� ' 00 0, 25g 44 it a f ® - -- _ w. t .^ C� O O � 481 4Jp1 — � F NO GATES; TALL BOLLARDS po o _ — - - ALLOW FUTURE GATES> Mwmmmww+mmmwmwmmmww�MMMMMWA�AAA�AA�WWV\MWMNV�AM\AN�WAAWNW/VMNVV�MO/VOAA� W AMAAAQWAN\NV*VhW YAANVB\&q\A/W ArTA MIMMAz OQ STOCKADE TYPE WOOD POLE FENCE O I I ( I " ' TALL CONCRETE FILLED �- '; � � — —�__ _ � � � CONC D Qd I BOLLARD RYDER RED i p p 9tt r e r S ! i ( p GJ -> I I � � i � 6 7 TALL CONCRETE FILLED ! I q I BOLLARD' SET MINIMUM 36 ap Q i BELOW SLAB IN CONCRETE I I pp � p pp O ❑ U i o p Da p 5dw D��O� C� ftu�h [��wsb9� Db ump% � E-indo um ��0� � �O� �Dc� Q n pap p p 0, 10 pFREWH0uSL� a F FROWE'�� a �, � ❑p � OG : o p p X ❑ n p �i t� 11 c— O 4 X 6 RAILS __ ReAdons 6 6 PRESSURE TREATED POSTS AT 8' O.C.; EMBED i c _ ! MIN. 24" IN CONCRETE s Dim 3, it D C��[ D N CIA QLr'REVHOVOL ° FWO1JEQD i. p W CL --- I O o PROJECT NUMBER 1i 5-ET1276 W 0 QO �, 0 - F1 FF 8/26120�I — c�I _ NORTH -- - 5 FUM C anoo p and z N p 6 D o 0 Dumpate p 4 DUMPSTER ENCLOSURE; SEE CIVIL L' DRAWINGS FOR ENACT LOCATION DLQp pOc Cc�cO�aO G��al� 6 M� � _p pa oOf�O �appaO��o� 9) O`�@gh@id0 Fsmn M(mrooa� Kp phn i1 ` RJU `AL SHEET MZE 22ou X C 4uu ❑ o o I� 8..- -...... p r 26 DALLAS ROAD 70 RIGHT aF WAY NORTH EASY ST Bus < PUBLIC STREET) 14 _ _.. -I > C f— r GRAPHIC SCALE IN FEET r a z r M < Cl) U � 0 150 60 m PROJECT � . `tm LOCATION ° I. .. t __ ,� 89°3T4fi"E ,2C}3.2 ' E DALLAS RD co - ' (�_'X— __. — X �—-= y-_ — - -- — — X — — — — _ -—X _ c� � �' — — — — 15'SIDE YARD — — — .._ � — = � — \ ��'a.— �� \ + M W x q� t q• - -_ rO10rn \ \ _ ., \ n u. h_ x ` A qN 610 v O� �� W I t AFRO DFW FEE, LP. N LO A`DELAWARE LIMITED 06 PARTNERSHIP °�° - DOC. NO.19206254785 (, 07130115 ' >' x x IJ l r v, ._ _..... � I, .� .• - BARPANDON D. MIDDL ET`A ORN9 B dL Pg9NN _ 2 C[ W *4;4x _ .. - � 100185 r n�3 �i '.I 6'! t € k _ ��CENSE� � N r. l � . — 10 A p , X _ ', CAc cwc • ' 8� DATE 3311 ,�s.p�y�ss .. .. � l i3 5k � r N_m �4 0 I S 39 3EI 5'I" E 14.93' �.1 1Era ' .rr y h p V J M Y '!:4 Y d _ ra a9a46'08"W 159.94° _ _ LEGEND [ 10'PERIM ER LANawY,; PE \ _ qti. x 5 w _ I qA (ggyq q x I- ,hqq ' .. -- 535 T EXISTING CONTOUR 535— PROPOSED CONTOUR FL� = �. I ,�• � ��, ��, � - - -- � I, I �" �-7®s.7s TOP OF GROUND OR PROPSED GRADE K. , �, ME MATCH EXISTING FL__ � �' 43 I �' q ,. bf 'Cy �., TC TOP OF CURB h graq q I �c, .. 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH V. THESE PLANS AND THE CITY OF GRAPEVINE STANDARDS AND SPECIFICATIONS. ro F 1 q FL � �, `' `. q ' q q x e I ;: 2. PRIOR TO STARTING CONSTRUCTION,THE E1 ¢s CONTRACTOR SHALL MAKE CERTAIN THAT ALL q, qq I REQUIRED PERMITS AND APPROVALS HAVE BEEN RYDER TRUCK's AL INro'� q 43 �,� I ,Li n OBTAINED.NO CONSTRUCTION OR FABRICATION SHALL xI�q ��rC3 �P ; I'qY• q °� L. 310,1G q BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND 1• p G-;.� q ' 6vS]$P 416 �' �' `` ,_ �, � THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING x x xq _ 0 / qq6 , .�qVq.•b- DRIGT AUTHORITIES. szp ltj ._ q 3. BARRICADING,TRAFFIC CONTROL,AND PROJECT SIGNS <.M SHALL CONFORM TO STATE DEPARTMENT OF rJ I sa _ q r _ _ HIGHWAYS AND PUBLIC TRANSPORTATION __I Cn C ,s �4. I ,. BARRICADING AND CONSTRUCTION STANDARDS AND ti l� J O .. q, �q i ( Us �L L1 ___ _--- >, THE CITY OF GRAPEVINE SPECIFICATIONS. is rJ .. �o r. °� qq �© PREVIOUSLI qqf q raq € 4. THE GENERAL CONTRACTOR AND ALL C�I t SUB-CONTRACTORS SHALL VERIFY THE SUITABILITY OF q q4j• qy q�,• ®.® 4o APPROVED cFi °4 c3y �i � ` ra ray q rc q q� �•: � ALL EXISTING AND PROPOSED SITE CONDITIONS PROPOSED FFICE SUILDIN � ' � EXPANSION � �I �—O INCLUDING GRADES AND DIMENSIONS BEFORE BUILDING o a --___ Q COMMENCEMENT OF ANY CONSTRUCTION.THE I !: "� v u. .. EXPANSION FFE:606.16 II , p "' � ; C5 , b ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY co 1 �o r? FFE.606.16 q t�- qD DISCREPANCIES. MINOR ADJUSTMENTS TO FINISH q CASE NAME:RYDER TRUCK RENTAL 0 GRADE TO ACCOMPLISH SPOT DRAINAGE ARE EXISTING I - k'P` \ ACCEPTABLE.IF NECESSARY,UPON PRIOR APPROVAL CASE NUMBER:CU15-39 BUILDING „ o : ' fix' � , . ,; OF ENGINEER.PAVING INSTALLED SHALL FLUSH OUT LOCATION. 1100 TEXAN TRAIL AND 1150 E NORTHWEST HWY, FFE:606.16 ! AT ANY JUNCTURE WITH EXISTING PAVING. 0 �q"' r�q 5. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN SHEET: 6 OF 9 q I. ON THIS PLAN ARE BASED ON FIELD SURVEYS AND F LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE APPROVAL DOES NOT U 8 4q q CONTRACTORS FULL RESPONSIBILITY TO CONTACT AUTHORIZE ANY a, 4a u _.., __ ,___._ .._.. _ ,•, :,x•' �_.,. THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR WORK IN CONFLICT WITH ANY CODES 6 qq• q�y i = ,` UTILITIES PRIOR TO STARTING CONSTRUCTION. OR ORDINANCES. q 6 q 6. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS DEPARTMENT OF DEVELOPMENT ` I " AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. SERVICES • r 3, I qp t q�b 7. ALL PROPOSED CONTOURS ARE APPROXIMATE. q' I PROPOSED SPOT ELEVATIONS AND DESIGNATED CASE NUMBER 'U ' 5-39 05 AQ, q` ' I " GRADIENT ARE TO BE USED IN THE EVENT OF ANY � ' qy q�'' 6 - q � DISCREPANCIES. ` p � � �� `'I• aqq. 8. REFER TO DIMENSION CONTROL PLAN AND FINAL PLAT v FOR HORIZONTAL DIMENSIONS. FAR lb q ®q ,pA �' e— I 9. PARKING GRADES ARE TOP OF PAVEMENT UNLESS TRUCK UO RENTAL,INS �b tiq l�' _qq roq� q `� q� 1 I OTHERWISE NOTED.ADD 0.5'TO TOP OF PAVEMENT — xis Y� _- _ x� �200 r jai E.rrrz ' ,> � GRADES FOR TOP OF CURB ELEVATIONS. EXrSTINGZONING LIGHT INDUSTRIAL PROPOSED ZONING: LIGHT INDUSTRIAL.� q �'' � �• Mrs � rl,, 10.REFER TO LANDSCAPE PLANS FOR GRADING OUTSIDE `o I �iq qq I qq q`I' OF PAVEMENT AREAS.AND FOR DE GRADING FOR RYDER TRUCK PARKING LOT BUILDING ACCESS AND SIDEWALKS EINCr 3.77 ACRES W tia OUT OF TIIE 11.REFER TO STORM SEWER PLANS FOR INLET SIZE AND ., B.B.B. &G.R.R.RAILROAD SURVEY,ABSTRACT#215 ��', — a�' --- � _ r�•- ---�- LOCATION.k qq,..-- taggQ Iq W — CITY OF GR.A:PEVIN.E, TARRANT COUNTY TEXAS 1 r \.,. ., 0 PERIM R . __ __ .__ r e � _ � � ,. 12.REFER TO EROSION CONTROL PLAN FOR EROSION W 4/ 604 q CONTROL DEVICES TO BE INSTALLED PRIOR TO s. Ryder Truck Rental' Inc. a c o ' " a COMMENCING GRADING OPERATIONS. y N 1 Jefferson Blvd. .13REFER TO LANDSCAPE PLANS FOR TREE . ,-. Warwick,RI 02888 c PRESERVATION AND MITIGATION OF EXISTING TREES. a - D-FW AIR FREIGHT CENTRE _ _ SURVEYOR: ENGINEER ADDITION 14.ALL VEGETATION SHALL BE CLEARED AND GRUBBED VOL 38$PG 163Kimley)))Horn FOR ALL AREAS TO BE DISTURBED. w MRTCT W Lanes Southwest Surveying,Inc. Kimis -Horn and Associates W ' 2717 Motley Drive,Suite B 801 Cherry St.Unit 11,Suite 950 Mesquite,TX 75160 Fart Worth,TX 76102 Xx Tel:(972)681-4442 Tel:(817)335-6511 A Contact:Jim Lane Contact:Brandon Middleton,P.E. Ho DESIGNED DRAWN CHECKED SCALE DATE KHA PROJECT NO. ca,A CAC CAC BDM AS SHOWN JULY 2015': 061282700 1 ITT! _ EAST" ALLAA -ROAD 70'RIGHT OF WAY .. 5 _ (PuauesrraEET) II. EX ff NG LEGEND LINE "B" } NORTH SIT sM X-1 AREA DESIGNATOR x� �c'-y 26 �3 = 1.00 ac AREA IN ACRES SY S Bus a. 14 ' _ } Cn _ \ GRAPHIC SCALE IN FEET -� -t * i (� PROPERTY LINE z z �> f= o L7 \ 0 0 40 80 � � .© PROPOSED DRAINAGE DIVIDE r C> = r z \ :�E z --i cn PROJECT 0` PROPOSED FLOW DIRECTION E DALLAS RD LOCATION z EXISTING OVERHEAD POWER LINE pGENERALNOTES I,'. �9 EXISTING WATER LINE d X by ca I S v�,,,t PRELIMINARY_ AND SUBJECT TO REVISION AT TIME OF � , '"" AERODFW FEE,LP. uy � _. ._ �� /'° 1.SYSTEM SI-I�QWN(S A DELAWARE LIMITED 0 1 EXISTING SANITARY SEWER LINE 1 IJJ Q _ { "m DESIGN AND'FINAL PLAT. PARTNERSHIP „ 3. r, m z �{ -,.. A O DOC.NO:D206254766 a m= _ _ __- EXISTING STORM DRAIN LINE ctig 2.SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS FOR � z ;n I _ ADEITIONAL PROJECT INFORMATIC3N. M EXISTING TOWER PALE c0 O S 83A-1 ' ,� 9 p y Cal ll n � EXISTING FIRE HYDRANT r- 0.80 ACRES _-_ �' > C Q DRAINAGE E DESIGN CRITERIA EXISTING WATER METER LOOP rri 0100=c°i A EXISTING SANITARY SEINER MANHOLE 382 W g �� ( O FLOW IN CUBIC FEET PER SECOND(CFS) aG0 EXISTING CONTOUR C=RUNOFF COEFFICIENT=0.80(LIGHT INDUSTRIAL) 600 PROPOSED CONTOUR x .. .... ( I=INTENSITY(IN/HR) o ''_ x _ 07/9t7/15 S 51" 4e98' ' 1(5 YEAR)-6�82 1(100 YEAR)-11.55 �� UF, f INIT 9 a s _ .\p�E......... �..._ = AGE AREA IN ACRES sS �•:: _ _, _, � .. ; X A .DRAIN � co _ STORM 133-2, STA: 2+37.7 - _l � TOP OF CURB: 605.60 �� N. �o.7....,.... � a4 �` INSTALL: I BRANDON�D,��MIDDLETON -" - - 10' CURB INLET 100185 I� FL(OUT): 601,10 �� 609 �<: 83-1 6 7 FIL - + w 0 A STORM 133-2,',STA: 2 17.72 1.43 ACRES 3 INSTALL, �; F Q FL I'600 BEND _._. I \ 1-24"X24" 0 . OS B3A-2 n FL ( N):600.86 FL'-- � FL(OUT):600.86 w 4.84 ACRES �� RYDER TRUCK AL IN VOL. PG 422 ,' 650$PG�}ts DRTCT V IN - I r U B OPENING INLETS I P '10 Y z Ira Gl Ll ax Depth Of z> C o islet per Length c f(islet Capacity;af Car over Percent tl � � CJ , .. .. Grc«1�n floe+ref Depth 5f Gutter Depth�f Capacity f I C� � Carry r ertt G1 p I z ❑ ❑ f _ �. InIetfJ+ . Gutter Slope a S0 Gutter Flow Go Flow At Pavement FlcuvYtr Depression,a FatatcafLengthrD/L Opening L Irhlet 11it[4Flow Capturedb Inlet Opening a PREVIOUSLY I Will ftfft Cfs� ft ft min In/hr (ft)CL cis Dfs) n _.. APPROVED 4 } ( ) ( } - } _(_ \LL - --- -t ) - -- I ® _ t� o 0.010 0.010 7.39 0.31 OA2 0,73 1.86 5 9.2$ 0,00 100°l0 PROPOSED OFFICE BUILDING BUILDING EXPANSION ;" /`. 2 0.010 0.010 12.75 0.38 0.42 0.80 2;13 10 21.3-3 0.00 100% c EU © I m FF :606.16 o X N E c l 0.010 0:010 0 0 OA6 0.42 0.87 2.44 10 24.42 0.00 100% . FFE:606.16 -1-EXISTING 3 2 .6 a � �rn� 0 , �-- ""�, EXI ING � L... __ �l: �.' _ , BullING � . r I _ FFE: 16 AP`� �.�ff;' ff LI J GRATE INLETS I SUMPS (100 Yr) a B3-3 OS B3-1 I Depth of Gutter Area of Grate Capacity Of Grate PercentGFlpp Carry over 0 t; FItaW Cho �. �, 5I 0.80ACRES + Inlett�tt. Flow Opening Inlet Capturedby Flow Comment 0.41 ACRES 2 tl�let STORM B3-3, STA:0+12.15 cfe ft ft cfs cfs a °= I _ STORM 83 2 STA. a+11.�i7 TOP t IF CURB: 602,60 4 3.7 0.25 6.2 15.14 100% 0.00 s a I °m E ,. �,. I INSTALL. . tE ; NSTA,LL. +! [� ea re o 5't✓4J'RB INLET .]r I-y''t i-^, }f.r.�.,'i'17 " �� FL(OUT): 598.60 ✓' 83-2 EL(IN): 598.39 m 1�24 X24 60 BEND FL (OUT): 598.39 �� STORM B3-2 21 RCP 2.80Ia 1.38 ACMES ( ) ~, I ) STORM 133-1 STA:0+29.08 EXISTING HYDROLOGIC cclraDlTlof�s STORM B3-1, STA: 0+65.39 I'' ' I - ( DRAINAGE AREA r� to �>fl co s INSTALL: a - TOP OF CURB. 603.25 AREA acre c thin to hr ,n hr to hr r., -1 , ,> t om . -T - ' (acre) (thin) ( i ) { / 1 { f I Qsi�fs} 4fo#�f5) cz7rolcfsl �e�,: ...,, sRa�..aINAN IE I '1-24"X21'"60°WY INSTALL: B 1.7$ 0.80 10 6.82 7.98 11.55 9.71 11:36 16.44 1 J FL (IN). 598.14 �,.,eL- t.w I715 10 CURB INLETf I FL IN : 598.26 BA a:s5 rl;so 10 6.s2 7.9s 11:5s a..64 5.43 7: s FL OUT : 598.75 r ( ) ( ) B1 1:88 0:80 10 6:82 7:98 11:55 10.25 12.00 17.3? , ��, � - ,, FL(OUT). 598.14 , �. ,.., r 0+ B1A 0.59 0.80 10 6.82 7.98 11.55 3.22 3.77 5.45 Ni r I s t'1X 82 2.24 0.80 10 6.82 7.98 11.55 12.22 14.30 20.69 t Im ,. _._. _ �. � ... P STORM 83 1 STA..O 00 4 €a:aa 1 .82 7,98 11s 22.04 25.79 37,32 , - i33A 5.64 0.90 10 6.62 7.38 11f55 30.36 36,00 Sill U CONNECT TO EXIST STORM "10 - \:f FL IN 595,20 B4 1:29 D.tO 10 6.82 7.98 11.55 .04 8.23 11.92 t; _ STORM 133 1 24 RCP G 1.84 to ,_ 4 ,�� ,, ( ) i 133-4 4 B5 414 0.80 10 6.82 7.98 11.55 22.58 26.42 38.25 D-FwAIR FREIGHT-CENTRE STORM 83-1 STA: Q+37.�. - --- _. B6 4.20 0.80 10 6.82 T98 11.S5 22.91 26.81 38.80 cx Q ADDIrION T _ __ INSTALL. : CASE NAME: a 0:1 ACRES _ ... ,, -_ _ VOL-388 PG 163- B7 1.3? 0.80 10 6.82 7.9$ 11.55 7:47 8.74 12.66 S A RYDER TRUCK RENTAL a MRTCT 1-24"X24"600 WYE �. B8 2.81 0.80 10 6.s2 7:98 11.55 1.5.33 17.93 25,9E CASE NUMBER: CU15-39 U . p FL (IN): 598.25 -' B9 2:12 �.ao 10 6.s2 7.98 11.s5 11.s6 13:s3 19.59 LOCATION: 1100 TEXAN TRAIL AND 1150 E NORTHWEST HWY, FL(IN): 598.25 EXISTING ` ;• B10 2.19 0,80 10 6.82 z 98 11_55 12=95 I 13.98 FL(OUT): 598.25 1311 1.13 0.80 10 6.82 7.98 11.55 6A6 7.21 t- 10.44 ®( S.D. x. Note. The existing hydrologic conditions am.based on Stf 114 Business STP 2[1QS(Ir'S)tYl}vt Plans dated SHEET: ? OF 9 STORM -1, ETA: 0+15.21 913012004. Thestorar system within Texan Trait was designed using TxDOT criteria,however both the � a INSTALL: ^ City of Grapevine and TnDOT both use TP40 for the irate APPROVAL DOES NOT AUTHORIZE ANY 1-24"X24°°45° BEND 0 WORK IN CONFLICT WITH ANY CODES FL(IN): 597.3$ PROPOSED HYDROLOGIC CONDITION5 OR ORDINANCES. FL (OUT): 597.33 DRAINAGE IaRfn 7.Ti�n Ito IaDEPARTMENT aF DEVELOPMENT SERVICES A f /C C#IL tI/1_A7fCt/ AREA (acrel LOn/fir) fin/hr) (in/hr} Cs(cfs) Ct;c(cfsl Qioe(cfs) '2 ProjgCt. Ryder Grapevine Drainage Analyse B 1.78 0.80 10 6.82 7.98 11.55 9.71 11.36_ 16.44 " aW BA 0.85 0.80 10 6.82 7.98 11.55 4.64 5.43 7.85 � Lt3caPivta: Grataev�ne.TxCASE 16 Date 81312015111]4 B1 1.88 0.80 10 1 7,98 11.55 10.25 12.00 17.37 NUMBER: 39 aai B1A II 0.80 10 6.82 7.98 11.55 i 3.22 3.77 I 5.45 u, E � 82 2.24 0.80 10 6.82 7.98 11,55 12,22 14,30 20.69 c i1:3-1 Z.43 C1,�fl .2U 6.is2 7.9� Z?.SS ' 7Su _ �s.13 13.2i e f Tune of Gorr , JuerePiott Na Draueaye Rrert Co f centtatf©n Slane. Hydraulic Gradient Heai3 Less at change in aaetcan EEeu Exist. PRELIMINARY DRAINAGE PLAN B3,. 1..3 0.80 10 E.B� ' 7.38 11-55 { ?.S3 ( 8.81 12.T ` �Dstance of lGren; Total Design iq Yr of Elevation H.G. Top .- n. �. �` - �lrxne is tf3.? t?.SG# d?.80 .G t�.82 7.gP> 11.a`: 4.3b 5.s,. 7..a9 ro N - _ F ' I rum T �t e Ines : rtR:re..: Ranafi.se ,: 0 BOW en emet a F€e �rtensrt Runoff tale€ Gam Q e Friction U ..Dawn �titawr Oti#ftow Vetocff Vekictt L©ssGoef Head at of _ � _q Y Y P Y Y IiI7E TI [TCIENTAL,INC. Ix c 8.3 4 0.12 (J. 17 1U E.32 i.?3 11.55 S.r ?.Fu 0.77 a. IM Design Station kmcians Total 6ttef Tcaveliutae Total Bypass over Pipe L7ia- n Grad Stream Stream Vetoed Velocity 1•Iead bead Kx VHt Lass Design Curb f w r , 1100 1"E.X11i TRAIL Atl�+t 15(� . .lC. T [VV1;S I a. " __.. ...,.. .._.. �r33- 0.41 O.8f1 HWY U as m in sew r �tr u;«1 7.xzr J,t:>S 2.2� 1.ia2 3.{� C s Punt Na: Area Area G Gta GR Time e Time i 41D Sf V1 V2 Vti2 Vitt 14 III point EXISTING r t� Subtotal GC}IdITI ,LIMIT TNIUTTdLLL c9 � :'O Station it :ac... ac.. rnu7. mph. meal yrs, tn.hr.. cf.s. c Y.s: e#:s- c f_s. ,n. ft.,ft. dars;L ms1 fElsec: ft.+sec. ft. #t, constant :ft. ft. m.sl. ff. , A Exist:a-loom Drain Line"W' 83 4.14 O,80 ail 6.82 7.98 11:55 z2,ss xs:4z 3s.2s PROPOSED.ZONING. LICdHT II�I.I�USTRI AL .r : y.__.. 3.. rg�p� 7� a � >.$�, a 4. 1-az 1q r , C.I�PI�It�C�L(�'I')b3. 1?x.r118 172.3, B i;78 1.78 C_ 2 1Ci.DQ 1q 7.98 11:3fi 2 q:DU T 0] 7 A 5.:$ O:a i:2:, D.DU D52 S1tT:16 D13.;38 Carr aria � tG 8A 1 1 .2 21 9 15 8 4J 3 €T.tlq Q $D9.b3 6r18.t3 1 2 Y Over Ir 1$ 1 tJS Li,�1{ _ €?.bCl (t 2r`i �� F rS� /.`�;S _�.�.5 �6 �.1� F.39 2 o: c" .: s _ t F t r 1D aq 1$50.$4 I� t9 77. ,, B.t1 U:85 2.tr3 D f . Dfi8 2. D 3D 1D:�b 5 D. 7'CL 77, 2 3t tD 7:86 1&:.r4 Q:aD 2:21 18.2 24 13 f}.DD60 08. 8 1'T 5.18 58z 0.3 D.a2 ti:.aD � q:[�i 6A8.8A D72.63 Gar :Overt©&ttetC�t3a ,3 W � � �n s s sl�s Carry __ c�se�.�-z a.�4 ct:�t� !(� �.hz r..>� ��.�s ��.�rt I3EING3.77A �S iYG W N .4 ,. 4 U _ :of 7.- ..S_f r a,. 1 : fq tl°3q 1: $ a:D$ 1D D22 a: _ tl 3,6f ilr., 79.E B ,B1A 24T 5. 9 0.5$ 1q 7:79 31;t8 D:DD q:DD 31:7$ 24 QD1.3 D,g7$2 6t76..,2 6D5.4! a,b2 1q,11 159 i7:53 il.,� D.39 7:19 �bp8:11 D17,93 • ',��y-, - �.__: _� Subtotal f)7JJTt?F1'�IE _ s, ,. ,.., ;7 ,r.81 1 q q 1&93.9Z ]13#n.CJ7 5a7.9D B2 2.24 73a C C ] 9 ]3 1D.71 ]q 7-7 4 3 {1:.., 7.]J 7.(PO 808:47 cis 5 ag D-Dq Q`DO I .A9 3D i3D1. D.g71a gga.a7 59813 1(T.71 92T 133 1::59 . a 0s s�A s.s4 o.�cl 10 s.sz 7.�6 11.55 34.7E �soa 5211 � B.B.B.& C.R.R. RAILROAD SURVEY, STCT` 205 71 - -:- ` 7R1� t 8tft 77;.1 q.,#t,. 7._S 3:7D 9 a:q:3f3 D7 1tI _ 5 2$ B3 BSA 2 2 1 q 11.7< 4 0 q,f3 7 :1599.00 v 2 ]0 7 5 10199 O;CJD O,gt3 1p599 42 D.D13 D.DDt35 597 25 59fr 71' 9.27 1q:u0 1!4 1.33 G.v 7 D 8 59$ 3 w xCITY OF GRAPEVINE TA.R ICI I+rT I C11JNI ' TE a. a B4 1.29 .80 10 6.8 7.98 1.55 7.04 8 2 1.9 r � W r 0 2 1 . 3 1 2 3 4 _f 4 i s 1. 1�,_73 1D D.Q109,291s ,W 1D7879. ;.9.z.. H : 7 3. 8 1'.29 k3. 1 q..>U 43 J 11.$1 1q 7:42 T:9. .: a 7,1a D..,u 7.3] ]9& 596.71 599.a1. Carry C}eertdAtletC.d_d37 e1 (7.aG 1A962 $2 9.013 p.D9f78 59a.23 593.D$ 1D.6q 1_8 ry v 7 - . . ._ �^�, 7 B S 4..14 0,&0 10 6.82 7.98 11,5 _2.5t3 _6.42 38.}5:::^,�} :.? i 5 2 OWNERS: 1'V L'.i\.,9. ll IIU 331 8 04 1 D q _ 935.35 €.,_,7 189.11 t35 d.1d 2�.�5 7 .�1 12.D2 1D 7:36 13279 4QD O;IID ?32:75 98 4-013 0:C)Dt9 592.38 5 95 I .:9 I :57 1 73 f;:98 4:7.1 1:4$ 1.3D 59�;68 ; ;� 9D ]2 4 � 4 as . � 0,80 _ _. -. . 5 � e 6 4 3: � ].ari 1 q q a B .20 0:80 10 6.82 7:98 11.55 22.91 26:8 3 8 l,,a.zz e, _nab 95 2$ e� �.�a 2fi.7� 3 z _ 1 8. 0 .�, ..ff9 12.3q 1D 7:2$ ]55.8a Ca:i)q D'.DD 18aJ, $4 D.013 c],DD33 59D21 5$9.9D 1D57 794 DJ$ 1..73 f);17 1.30 073 590.95 ., t . ,� � t a Ryder Truck Rental,Inc. 41 � � s: z.. _ 3a.so B7 .ar 2$n2 t 7 7 zz 5D 1 q.t 99 6 1, 1 uD 72.5q -r, D.73 q;79 569.9D 59i:8� Gam.Over � t-..:: c 2q 7-23 162,61 1._4 1:13 1:63:1p 6Q 0.41'3 pCtD38' S89.1t 588.9$ 7.94 $.�D i:Du 4-:9b {1;1,a Ov to IefG Biq B7 1.37 0:8'0 10 6.e2 7:98 11.55 7.4? 8.7 2.6E ' r c n Y - -- 4 1 1 Jefferson Blvd. cv �t o a 1D ? ,.6241 <r._S..z;, D4.63 S$ .81 3D:93 (18ta ,?_5 2a.7 D �°�'1 U 9 2 2 q7 12.58 D 7.2 17 9 i D.at. q:53 D.40 5S&.93 591-5$ Car L?verio G�fef Gl 8� Z 1 a.D a,az 4.D9 17"4.58 es [t.d21:3 i7,aD�a 5a$.5s 588.42 €;;zb, ��2 �i.a7 t?a ry s B8 2;81 0;80 10 5.82 7.93 11:55 15.33 17;93 25:96 W�rulrlCk,RI 02888 529,05 30.511, - - _-- Lq a g _ . D L D 559541 : B9' 2.12 33.(}.r 8t} D 26aa 1 q:15 is :7 1�.72 1q 7:17 F3 I.� D.D] q.74 506.e2 5911q s ', 89.59 t}4 O:DO 16959 66 D,A13 D.g029 87.6$ 5$79 7 98 D 99 D 1 U o .� B9 2.12 0.80 10 6.& 7.98 11.55 11.5E 23:53 19.59 SURVEYOR: ENLilNFI✓T t _.� a u8u 17. 8 t9 10 Ci .:'.5 q 9 1 1 35. 2 29 q5 a P 2.gt7 B 4 2 9 2 7Fi 14 p, 1 2 79 1q 7:15 2D]`:68 fiY-Dq 1:b4 243;32 66 f)(113 Q.gg31 S8f,7a 5 .�9 7.98 8.5b 1 1�1 f?:99 i7,.:r 0.7 E)85 587:59 59©:77 ° � B10 2.19 0.80 10 6.82 ?.98 11.55 11.95 13:98 20.23 TO M1. mm 1 D.�3 .1 1.D's 5 7 q5 I I .7_ 5D1.92 B11 1.13 3Ir.37 � D 9D �9 4 q,U"� i2.81 tD 4:$5 q.95 586:69 7 7:15 2g7:97 4Q4 fi:62 21479� 66 0:413 LkC1D38 58,t,7a 5$384 856 9:Q4 127 4:1� D.>T.r 5taq. 7 N B11 1.13 0 0 6.82 7: 8 1 55 6. 2 a $(3 1 9 1. 16 7 1 10.44 ran - _ ,1 1 ? 7 t.8{t DD. 29 tq 1D _q ', t .. 5 3 S�il[7 S,13 A.04 3ra.3 t D 93 13.1a # b:92 t q ta:3fl D.3$ 3 aE3.84 3va q 2q].27 D_Dq ri'QD 2p521 f:B p.473 O.gg33 583,51 5$3.43 ..t)9 -t3.4f 117 1;,1 )3. : Note: Drainage Area B3 increased in size frarn 4.04 acres to 4.14 acres due to more accurate Kimley*Horn W� ll D.DC3 583. E , rn1 Lanes o r ,a topographic information. 1n.addth an,area 834 was split to show of runoff currently conveyed to the Southwest Surveying,Inc. Klmiey Horn and ASSOCIat6S ' <w R dersfte. 2717 MotleyDrive,Suite B 801 Cher St.Unit 11 Suite 950 Notes: 1. The starting HGL for the existing S.D,Lime B located dthin Texan Trait was assumed at fire trap of pipe forth&66"RCP at the connection of the boxculver€. � � a Mesquite,TX 75150 Fort Worth,TX 76102 " S 4 E 2. All drainage areas shof�71`ouisrda of the proposed Ryder property are based on TxGrtT B 11 L plan set number STP 24Ci5(125Jrlrtdated September 2f}44 Tel; 972 681 4442 - ca ( } Tel.(817)335 6511 A 0 3. Inlet computations are based on TxL OT BS114L plan set number STP 2005(125)Mhf dated September 2004 sheets 94. Contact:Jim Lane Contact:'Brandon Middleton P.E. 4. Storms stem within Texan Trail was desf nail€4 ear the 10'year storm event underground within the i with the 100 year storm event contained within the "fight-of-way section. Y >� � Y g pipe J' a d "h h ngh -I�y se n m E~ 5, The increased ttavtfrsr drainage area 83 has no adverse impact todowrstreampr e ow ners as i/e lf year story event tr]still contained urlf a7:undergrounde,and Texan 7�rl has the available capacity to handle a ardakt�raf 7.93 cis increase ' DE SI G NED DRAW NCCKED SCALE DATE KH P R 10JECT NO, a CAC C13C BDM AS SHOWN IJULY 901551061282700 a __ __ _.___ _.____ /x &i �� s�s - r�� ___ _ _--I-,--,--,---__- __ _ __ __ _ EX:30"RGP STORM I? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - 2i - - - - - - - - - - - - - - - - - - - - - - - - - - - jI�,j III�"F�;;I�I)�I 1,"/1%�,�1��,"�1�,/'/1,�I��,�,-_"'I',I-I,"-?��,1,�I1,,'��I I 1 I._,,�:�I"�I1�_1,"_,,_1-L�_,-,.I"`�1,.,"_��-_,�II:��/�G',,��-,,,,WW,�,_",,-l I,---,�_�111�,":.,1 1—�"-_,'_,j t'_,_f-�,�I[/1 I III11I I I\"1I-i�'�-1,1,/,��-4-�Ib"�I",/1I�i:1"-,,�I"��I�,M",,C_/,*�",�_`,_,�1",_,.-/-1" IIII �_AI1�=1 R =%I T-.-3"-H-0G-'--%E- 1 / 70'RIGHT OF WAY } p�p O R /e . PUBLIC sr _ _ :,,, }} 14 IIIII __ -__ ____. ___ __ /0 }} -I a III II // }}y ^�y.Q� D _ ©� D 14- 1. \%0.-�.*',-,,O*..\1/�C%.t.�0_-*7 5,...�,O!.'.%,`.1T* II II III II III STORM MLEi //h EXISTING 12" t} — co (1) -:.0 \ _< Z - RIMt=612.23' /�_.k_ s FL=60B.13' / .c/ }'.\ r:0 — r..7 rn i/ , .;°.. __ _ __ _il .. .. _ �,.n.n _.� _m _-__-_._ WATERLINE GRAPHIC SCALE IN FEET -I 0 to ® s SITE 13M 1 °�;j T. 0 15 30 60 _ �C w. W3 �� c �y 7 N { c p n ry 7 ('� pR _._E ___._.�em.._3F�0"` ._. 3H0- 4HE I� AI�.I�.A i`V z C - GW GW P/P 3 __.... T _.GW \,.�\ }} _.. „m, ..... ..._. ._. .. �. V a- .. ,_ .._. IRAfPI& 1 r_ ca f -4-6 SIDE YARD - ° t G 1 �" X i GW — — — , I>R_ . - 77j \\ } WATERLINE � W m , _ x w a / }} _ _ _, Wk cn W `, ` \ cw c� �' �. E Z 1 a , , . ti > 4 fl i l Loom tl} .WATER 1 I C'T"{ _, Q spI6T I ( }} 382 > S / P A } LU Sys }} } W 1, } a ! — I. z } k _ , _ 1 AERO DFW FEE,LP. r NJ I x _ __ }I �11 } a m ma A DELAWARE LIMITED Ca , I- . PARTNERSHIP ° U DOC.NO.DZg6254785 I _ I K- fix a7/3ar?5 \ }t01 .j w } �, . a 0 .C,7 !' �� Q °; O I cs ; 'v� . m :��- _ _ T }Q p r * O LE - >- ? - _ __ i Cy' .. ' t t PROPERTY LINE a, 4 ( BRANDON D MIDDLETON X LL , I - PROPOSED STORM DRAIN LINE o®R Q �{{gg - _ <v _ ;m `t k PROPOSE{ DRAINAGE DIVIDE F °CENS,� G�� 1 I.� t - > ul , I I 1a ,° }} PROPOSED FLOW DIRECTION � 1 n C /. : } �\ 0 0 ,...� I'.: tj -----OHP- --- EXISTING OVERHEAD POWER LINE I W EXISTING WATER LINE Nn / I i} cCa I 1, SS EXISTING SANITARY SEWER LINE c - �`' ! :t _ P A a - i " o� wv t t - - - - - - - - - - - EXISTING STORM DRAIN LINE . .N 39°36' 1°� 1 `98' �, �_ ,. _ 0 1- �f o �' ` I > I F EXISTING GAS LINE ,- t - �� C N 89°46'OLI"W - 15 :94` _ ._.._,m,.m._._._. .' EXISTING POWER POLE `. S ! 3HO ---- 3HO —_--_._ :_._-.e OHE OHL ,:rOHE __ _ ...._,::_ _ .__,. - / 'S;. __ w : - a ,€ p/P , ' , P P _ OHE _, OHE --- / �� -�— SS SS -�— : W LT 10 PERIMETER LAN' SCAP T LT � I I - EXISTING FIRE HYDRANT — -- -- --- __.- ...-___ _._ w_..K .__,._ ._..,_ a r --__ - :_ -- I I , /`� � � x Il EXISTING WATER METER i i s,. _ �,,,�I-_,,,�,I 1-"-�-,1-��,,""--I"I 1 I"1-I-]�I 1LII�1II�I�-�"1-"-�,'"I�,1-,I,�1,,-��1,—",,�",1,-"I1�- �:�—I/I�,�p�tI�-�I"/� -\I1I—��\�-II1,/1/,�I \\-I:�I�I�I II,II I-I:I/,I I�I-\-,�I.I;-��.II I��I�I""-\�III��t I�//I,-I,�I��I I I I 1-I�-I 1�IiI�,/,:1I�-�,I�-\II U0Q."I.�.'I)_.,".I I.,z 1�I 1111I,,I-,z;Ii��:��l-I I a I-I1I1�I1;;-�\�;�I-1,1I��I1I�.--I--1-111-1�2I-1.i.I- �1IIiI��.�I---1�I I--�;�-�1-\1 I��--I11,,II7III��I_,II-�I.,I�J__�I_J1_11.IFI-,-1\I_I iII�1�� -_/_—_i_If..I.--,.---�I�----�I--,_-,-,3 III�t��I,"1"\I."-\\-\-j-_-,-"I-�I��.-Z.-�I I i0, I. .�I;I--,-I&/-/II:�If1-i III.I,II--IIII-1,-;;-"�q"-c-�z"_-"1"1 1-,I-L1I-1'-�:Ir��.�t�1--�1_11,1-_,-_1,__-.--Z_.—_I�_��:II_-'I. I-,I-----I�-�_�3��t��'1---,I l.�-I�I1,EI'z��'1' , -I%I�(I-I I—I--�I- 1-II,r II millimillimillilloologl ii .� wv, r < ' / I s ,. I I ( 0 EXISTING SANITARY SEWER MANHOLE E —_ _ ' � E I- __ _ _ _ _ a i' ,, I I , � I / LOW PR EVENTOR WITH EXISTING CONTOUR I E ! ''` - I t, A BYPASS METER III `0 I' e 'a 555 PROPOSED CONTOUR fI _ __ PRc�PaSE© VAULT o ` 1 ? >� - FIRE SERVICE I [_ ' _ CtONI~ ECT TC EXISTING V).2�LV�:40I1�uW0��cP114E-1AgL.�.11M0n90o6.I.4�4��p0�-17>�IM-��V��W"I��M::;.4,44,*-,i0r��iW�OpM�9�WM n,WiI5 nr�. I�-1 I-�I��'11-.I I,II 1IIII 1I II I��I�I I1I Z�I-II,I 1 1 II I1I 1 III�"I I 11III,I:1 II I1/,/�I/1 I.,,1III 1I��I��I I I I�II II/1/�I�II.�.�,I"I /�.I�I,II.I��I�I II.II11,�I IIII/�.�1I II1-I,I I--�;�I��1- _ -- - 1' 12"WA i I TER LIFE 9' F '° PREP. ; I I ;; PREP.'LANDSCAPE H3 o _ _ _ MEIL= II .II �It 1 E m _ CLEANOUT z " GENE AL NOT �; I M.I C I, CCN lECT TQ EXISTING 1T� "I ,PF it.. I "• 1. DOWNSTREAM PUBLIC WATER/SEWER IMPROVEMENTS ARE ',, ;' RYDE RUCK RENTAL INC. I I ,€ „. e .q , .� 1 . I 8 SE'JVER LIME NOT EXPECTED _ , I,, ,I,i " t ° C3L.6508 PG 422 .',, 4 aN ,I,PI N z s as fI I . ___, ._- mmm,., M-__ VOL 508 PG 416 ``) ' as .F f PRC?P:4 SANITARY I I EXISTING a 8" 2. SYSTEM SHOWN IS PRELIMINARY AND SUBJECT TO REVISION APPV €.., :i, ca �. VOL 6816 PG 1741 E ,. . I I A T ME F T. i_,I ._ . SERVICE LIN T I O DESIGN AND FINAL PLA -' /11 DRTCT n III1II TI SANITARY .. ¢`" S.- u _ �. I I SEWER LINE � - II a ,x. _� , , , ,:I I � 0 3, SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS FOR - I - , r. Q - -_ - I ,) ADDITION PROJECT INFORMATION. () I EXISTING C}IL/WATER _ N �. B s4e'r" No a _ , � ` ,r € _ II 3 �, °" " IIII SEPARATOR REFER . , I k _ / „ , ` ' ; 4. DOUBLE BACKFLOW PREVENTER TO BE INSTALLED I VAULT - -- m F � i TO MEP PLANS FOR � 8 ; � � I T 4 1 c I I NEAR THE TAP. -1-11111111P111 RI-CD- -:. ,.. i � I _ __ _._..� - _ u CONNECTION} -j -' - f ; I l ! . I _ ,w 5. FIRE DEPARTMENT CONNECTION SI IALL ICE 5 STORTZ t. - �€�I r w I �t1 ' p, r-- , W CONNECTION INSTALLED AT 30 DEGREE DOWNWARD ANGLE .- _ M s A t"€'vO z:.� Coy m m , I f, .= L. i.3II. I _f . _ _ [C -' �-p 6. FIRE LANES SHALL HAVE 6 INCH WIDE RED STRIPES AND TEXT o cat , - - } : . I' ° ° c FIRE LANE,NO PARKING,TOW AWAY ZONE IN 4 LETTERS AT _.r A..:. a_ :. ui,, n® „ ,., ,.. .,... ( NO MORE THAN 25 FOOT INTERVALS. t- : ; I„ _ c+, . ® " 7. FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 50 FEET OF E , _ .,,,>» E CASE NAME. RYDER TRACK RENTAL , 3 300 RADIUS FRtO.M EX. ' I ( h __ y c.XISII � I 1, - i FIRE HYDRANT. IRE _ > " \. CASE NUMBER: CU15-30 >.• F R HYDRANTS S , W , • ,n,.. .;; LOCATION. 1100 TEXAN TRAIL AND 1150 E NO T a , . ti,. w w _ : R HWEST NWY. I' ,. 3 E: ,., € _ I I 8. CHAIN LANK FENCE TO BE NO GREATER THAN ONE QUARTER . ! I I Q NCH, t, I I (114} '' ° c WV II ; ,.. ' � 1. ( I EX. WATE SE 'JIC � 9. TH'E MAIN GATE SHALL BE DESIGINATED BY THE OWNER IN SHEET: � OF 9 c W 1 .a I w"' '' WRITING TO THE FIRE DEPARTMENT. o > - —_ a 3 c I .- APPROVAL DOES NOT AUTHORIZE ANY°' p 10. FIRE DEPARTMENT PERSONNEL SHALL BE APPROVED TO a b - Y.1 W E1��:E-�7)A11K L---R1ER--_1�--:S�_K i.,CH1m G 3l eUIT 1�— yn_1r--.-,�—5*h _I WORK IN CONFLICT WITH ANY CtODES , 1 -o - ' .' ACCESS ELECTRIC GATES TO BE CONTROLLED BY KNOX c ' I }R C7RDINANCES. k2 i Po ` BRAND SWITCH KEY AND AUTOMATIC OPENING TO BE C L�i ` d = I , d \- CONTROLLED BY 3M OPTICOM WITH MANUAL OPENING BACK M UP. DEPARTMENT OF DEVELOPMENT SERVICES 4� 3 GAS I ! `' EXISTING , °3 ,',� i z SERVICE (', Ir�� ; `�' 1 © t �y fl , " �� EXISTING OHE �:�- i'. v SERVICE "ice P -i_ �� ..: I ..., m I I - .T' � ` ' , C4 W E >_ I I I 1, FOR / i 9° ¢ �° / -' RYDER TRUCK RENTAL,,II''rIC. C - �, :<'I U I I 1 100 TEXAN AI`D 1150 �.NORTHWESTH WY L _ _, ? U 1 j 0 " EXISTI ZC ZC}P�iLI`rtC:LIGHT INDUSTRIAL T c7 '@ O 4 cu Na sa •- i ry I I I I PROPOS�'ED Ot�ING LIGHT`I DUSTRL4- . m __r _ z v _". I ... R � UCPLaT f ., /'' - ., I �\ 1 BEI�+IG 3.77 ACRES w w , 1 , I I c i i I \- OUT f3F THE n r.. _- _ -__ :I T I I — — — I -__- ;-.._ , __' — �_ - B.B.B. &C.R.1�.RAIL,ROAD SUd�VEY A.BST CT#20'5 9 1 ._ : I , L , C7 as i _ i I I — 4L '9 —— — b .. __.-...___ -_.. - ..... ...__,en-" _ .,,.,......... .....tea_.. -. ..,a„ .__ ..... "._ i- Y• 5 a __. - _- - _ 3 CITY C) CRAP �TLPE F_, ! ARRANT COUNTY, TEXAS w `< 10°P RIMETER LANDSCAP , - HE --- oHE - I I r t n E .B P- -. y , , '.. . d'd'^-°. W I ° .. �. .___. -- OHE - - OHE OHE OHE - ..'..-' P. -- OHL OHE `-�_ , 6i �" i OHE_ P P _..._- L{ N P / , "I OWNERS: �#� / { v- , r , , T _ e ,N N > Ryder Truck Rental,Ina S 8J 4 43 E 399.16 y ,� $ C \\ � 1 Jefferson Byrd. N ., I \ \ w _,3 wv \\O Warv�ick,RI t328$8 m r . \\.6 F D,FW AIR FREIGHT CENTRE �:: \\Sy ,:.= ' SURVEYOR: ENGINEER ADDITION \ O� w �& - - - - - - - - - - - - - - - - - - - - - -EX24"RCP STORM- - - - - - - - - - - - - - - - - I1 " �. ._:- - -�•- - - - - - - - - - - - - - - - - - - - - - - - - - - - - : �. _,. ._.-.._ — _ -.:: �\ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - �/ L6 - - - - - - - - - - - - - - - - - - - - - - w 13 a MRTCT -f \ N o u'd,\\ Lane s Southwest Surveying, Inc. Klmley-Mom and Asscycaates °c ' \\ I 1 2717 Motley Drive,Suite B 801 Cherry St.Unit 11,Suite 960 .. 9 �\\ I I Mesquite,TX 75150 Fort Worth,TX 76102 E ''p\�I Tel:(972)681-4442 Tel:(817)335-6511 Contact:Jim Lane Contact:Brandon Middleton,P.E. u" � - DESIGNED DRAWN CHECKED SCALE DATE KHA PROJECT NO. CAC CAG EIDM AS SHOWN IJULY 2015 061282700 1 ;; ,II a ''. - : I : . N. REVISIONS LL aT I( I,,, GRAPEVINE i + + + + + + + + + + + + + + + + + + ;- 0.0 0,0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0,0 0.0 Q.o o.o o.a o.o o.a o.0 0.0 0.0 0.0 0,0 0.0 °- k ,�? r sE -- - �>,E + + + + + + + + + + + + + + + - y, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 Q.0 0,0 0.0 0,0 0.0 0.0 0.0 0.0 0,0 0,0 0.0 0,0 � I A 7 �- . Fg t + + t + + + i' + t h t + + i- + + + + t t + .t;�-.i �'"*,yf { e,; ,.pi- 0.0 0.0 . _0.0 ___o.o__, 0.0 �0_ �.0 a 0_0 0..0... 0 .,0wr 0 0.,, u0, ,o.__... 0.0_ c.0 0>0 0.0 o.a 0.0 0,0 0.0 0>0 ,�� ORDINANCE SITE BM WI -- o r q_ se- ° 60G AIL' DATE i 0 ..T i, �.. , _ + + cyu + + `5/ °FdR _ Cl 0.0 0.0 0.� + . 0, 0,0 `\\ 0,0 0.0 0,0 (,jam LCLj ID I + + + + + / + + + + 7 + + + 0_ ." -5- 0 4 '1O 2' 0 fl� 0 Jfl 0,0 0,0 e� 0.0 0.0 0,0 0:0 ) 0.1 0-r -8 3-0 {]- ;"k� -, r- 3 a 5 f +'may p�py� k C� `�. I-, + ,` + + + + 1 1. 3 ir ,� 2,8 0.8 0,3 b.1 D. Q ,0 �. 0,0 0.0 0,0 0.0 0.0 0 11 0.3 0.6 1.6 .7 2>11 0.7 0,5 c � LL I `0 0.0' 0.0 0.1 tl 3 /J(}: 10,5�� 0,7 �1.4 2.3 1.ff1 0.6 0,5 1�Q 21 1,91 0,8 0,4 0,2 0",�,1 0.0�� p_0 0.0 0,0' 0.0 0,1 8 /jJ ,5", 12 1.1 1. 1.r 11 0.6 0.5 0.8 1 3 7� 3 0 9 0 7 �0. 6 0. 0.0 Q 0 0.0 j� ' `�, 0,0 0.1 0.2 1 6 -. 7 2,1 �,,4 0.9 0.8 0.6 0,4 0.4 0,5 0 7 1.0 �.3 1,6 �<L.7 \,0>8 0 0`; 0,0 �,I, G �� r , , 0,0 0.1 0.2tt3 1 3 _ 2.4 1.7 1:3 0.6 0.4 0,3 0.3 0,2 0.3 0.4 0,8 1.4 2.5- 3.8 11,5 0.1 0.0 j 0,0 y 0.1 0.1 0>2 07Zzi. ra1.1 . 0.9 0:8. 0.5 0.3 0.2 0.2 Q,2 0.2 0.3 0.7 1. 1.6r.9/ 0.9 01 0.;0 0.0 Lo y; �� + + + +. + 3 0,1 0.1 0.2 T Q U 1.7 1.0" 0,5 0,3 0.2 0.1 0.1 0,2 0,3 0,6 0,7 0,9 � �,0 0.6 t .as 0`,0 r. -10 gg �� ,. + 9 + ., ...+ + 'h + + + + + ' + - i + + + 0.1 0.1 0. 2 .; .7 2..0 ,2' , 0,5 0.3 0.2 0.2 0.1 0.2 a>3 0.7 2 __ 1.6 _ 1,9 �.9 0,1 0.°f? 0 Q I ,` / - yy 0,2 0,2 ;0,4 4 2.3 1, 1.0 0.4 0.2 0.2 0.2 0.2 0.2 0.3 0.81 1.4 2..5 ,.3.8 1.6 Ir0.1 0 0', 0.0 . t t + t + + + + + ` + /+ + . 0,1 0.2 0,3 0.3 0.3 0,4 0.3 0.2 0,3 0.3 0 3 0.2 0.3 0 71 -,y0,9 0,7. 0.6 0,3 0.2 0.2 0.2 0.2 0.2 0.4 0,7 1.Z 1.5 ^1�Y 0.8 0,1 0.0 0.0 - (}` - 0,1 0,3 j9`9�-+ 0 0,7 0>5 0.3 0,3 0.6/1.� 0,8 a,4 0� 1 2 3 © _ 0.4 0.3 0.2 0.2 0.3 0.3 0.3 0.4 1/.2 �4 0,8 � 0,6 0.9 0 1 0.0 0 Q �X _.�� _ + + .4 , + + ,i'{' .Fi .i k ,.z.'t�', i + + : + { + + <} + { + + + _ t / t t t + �4? t ..,,. t 0.1 0,4 h� 1 \ 4 1 0 0.4 �1. # ,6 1.1 1 ]I.4-0.8 1,0 1. 1 3 0.9 0.5 0.3, 0,2 0,2 0,3 Q.5 0,� 0.7 1>4 1.3 0.9 0.5 0 3..._ 00 _ e0.1 0>0 <-� _ i - - ( j 1 { 0.1 0,3 0 9 1>2 0,6 0,4 0,4 0,6 0>9 l�l 1,1 0.8 0,8 1.4 1,3 0 6 PA 0,3 0:2 0.2 0,3 0.6 0.6 0.6 ].. 1.2 0.5 �0.3 0 2 0,1 0.1. 0.0 s L + t + + + + t t -E- ! + + + + + + F '.. -!:' + t;,' t i" t + ..LL`+." -+ + t + t t + 0,2 0.4 0 5 0.4 0.4 0.3 0.3 0.3 0.6 0.7 0.6' 0.5 0.5 0.7 . 0.6 0 4 7,2 0.2 CASE' NAME: RYDER TRUCK RENTAL � 0.2 0.2 I-Q,3 0 5 0,7 0.5 0,5 0,5 0.2 1Q,1 0.1 0,1 0,0 0,0 ko CASE NUMBER:BER: CU15-�3 e � �: " � LOCATION: 1100 TE AK TRAIL AND 11 0 E NORTHWEST H I 0 0,3 Q. 6 0,8 - 0.6 ,7 Q 7 0.8 ' 0.5 0.2 0.1 0.1 0.2 0.3 0.4 �1.1 ` 0.8 0.6 0.5 0.1 :] __ 0 (? ' 0.0 0.0 0:0 0.2 0.3 . 3 ,4_ 0- _3 _0_.2 0, 0,2_ 0 �? a r ... �. + 0.2 03 +. + + 0,2 .5 014 0 2 0.2 0.2 0.2 0.4 0, '- 1.8 1.3 1.4 1>7 Q...-8 "t._0:-1 0 1 0.1 0.2 0.3 0.5 i1.2 2.0 0.0 0;0 ;0.0 0,0 0.0 �% 10 SHEET: _ OF 1 I \ I 0.2 0.2 0,2 07 9 0:5 0.2 0.2 0.2 0.2 0.3 0,6 �1.1 4.6 4.5 4.2 1.3 0,0 0.0 0.0 0,2 0,3 0. 6 1.3 5.2 2.6 �_ 0.0 0;0 0.0 0.0 0.0 APPROVAL DOES NOT AUTHORIZE ANY � i � � WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 0,2 0,4 f 1 1 4 ( 0 9 0,3 0.2 0_:2 0: 0.3 k�3.5 0`,9 2>� 11.3 17.5 0.0 0,0 0.Q 0,0 0.Q 0,0 0, 9 1. 6 �5,5 �9,3 ;,'0,0 0.4 0.1 0.0 0.0 ` + + + DEPARTMENT OF DEVELOPMENT SERVICES �� . + �,_ + � + + � + 0 + + + + / + + 0.1 0.3 0 9y� ,2 0,7 0,3y 0>2 0:.2 0.3 0>40,6 1 �1 25,1 6,9 3 .5 �� 0.0 0.2 ; @1 0,1 0.0 p = - 0,1 0.2 X 3 0.6 A-A 0.2„ 0.2 0.2 0 J.J 2 0.2 :0.3 0.5 0 XBLL 0.2 0. 2.5 1.5 0.6 �3 0.2 0.1PROPOSE ! i a OFFICE BUILDING °n, EXPANSION G + PROPOSED � � a + - + OPTION I0,1 0.1 0.20 5 0 9 0>.2'" 0,2 02 0.!2 0.3 0,3 0.3 0.2 Q>0 0, FFE:606.16 l 1 0>7 0>3 .�2 0,1 0,1 :� Bt1ILI011I0 EXPANSION Calculation Summary + + + + + +,% + + + + r + + FFE:606.16 € } } + 0il .1 0.1 .2 0�\5. 0.�4 0.2 0>2 fl.2 Q 0,3 m ,9 0.� 0 r Q 5 ' EXh5T9�JG �,1 i0.3 0.2 1 0,1 0.1 �, i Label Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb � � BUILDING Ytr EXISTING LOT SUMMARY 1.19 31.5 0.0 N.A. N.A. 15 15 + + 3 + + 0>1 0,2 c3� 3 =00� 0.4 0 '2 0.2 0 2 0 2 0,3 0.4 0�8 1 93 4, j b 0.5 03 0.2 0.1 0.1 _. _ - � NEW LOT SUMMARY 0.83 3.7 0.1 8.30 37.00 15 15 + + + I a _ 0.1 Q,3 0 l,. 0 7 0:3 0.2 0,2 0,'2 0.4 0. 6' 1.3 3.3 12.2 + -- fp,4.3 I2.�i 0.7 Luminaire .Schedule �? 0.3 0.2 0.1 WLS9649 RYDER GRAPEVINE GRAPEVINE TX PM: AllAM PLEASE CALL US FOR PRICING AT 1-800-633-8711 + + +` + + + +' '', + + + + + + + + + + + + �+ + + ;y 0.2 0,4 1 :1,-4 0>9 0.3 0>2-' Q.2 0.13 0,6 1.3 3>1 5.0 6.7 7,3 Q,Q 0>0 0,0 0.1 0,3 / 1.1 4,5 23>8 6.� 0.1 Q.0 0,7 .0.5 0.2 " 0,1 0,] 0>1 Symbol Qty Label Lumens LLF Description Lum. Watts ---- 11 X1 12500 0,500 EXISTING FIXTURE-150--MH 201 MOUNTING HEIGHT 183 + + + + + + + + + + `. + + + + + + + + + + + + { + (+ t + + - _ 0,2 0,3 Q ;,7 =1:'Q 0.6 0.3 0.3" 0.4 0.6: 0.7 0`8 l '�1.3 2.Q , 1, 7 0.1 0.1 0,1 0.2 Q.5 1.6 4.0 21.8 4.5 1(3 0.3 T 0` 1 Q.2 �01 0.1 0.1 0.1 r 4 X2 170000 0.500 EXISTING FLOOD-1000-MH 16' MOUNTING HEIGHT 1080 + + + + } + +� +, t + + t + _ 2 X3 12500 0.500 rXISTING FLOOD-1.50-MH 14' MOUNTING HEIGHT 183 + + + ,-" + + + + + +, + + 'x" + + + + + d '^a "_. .",..-_-. ".... . __-. ... ....E ..., -. .,._ _ ::. .._.. .... ...._._ -0 _ ,-_. 4.2 0.2 0.3 0. 6 0.4., 0.3 0 3 0.3 0.3 0`.3 0.4 0.5 0. 3 Q.9 _.0>6 0,l 0.1 .. 0,2 0 3 0,7...E 01�9 2,3 5.5, 1 ,.. Q�..,4 0.2 �}.1 0.1 Q.1 .1 0.1 -- 6 A 12600 0.800 W.LS--H-S-FP-150-CMH-PG 25' MOUNTING HEIGHT 185 EO 0,2 0.3 0 3 4 0.�4 0 0:2 0,.2 0.2 0,3 0..3 0,3 0.5 0 4 0.3 Q.2 0.2 0.2 0.3 0.4 0.7 1.5 2.1 1.0 0.7 0.4 0.2 0.2 0!2 0;.1 0.2 0,2 % :,_ LJ {. } + 4'�'_..:.. ............ `� + + + .,$+ + + ..+ + t + + { + + it + `t + + + + + +.. + +: + + i 0.2 0.4 0,4 0.4" 4 0.2 0.2 0> 0.3 , 0>4 0.4 0.4 0.3 0.3 0.3 , 0.3 0>4 0.3 0:3 0.4 0,6 3 1:2 0.7 0>5 0.4 0.3 0. .3 0 4 d..4 0.4 0.3 i ' I+ + -- + + + + + It 0,2 0.4 0 0 0. �.30>4 0.4 IO. I -1. 08 0.6 0.5 0.5 ' 0.5 0 1. 0.6 0e5 Q>6 0,7 1.3 1 ',6 .2 0.6 0 5 0.4 0.5 .1 1. 0.5 0.2 - - : 0 4 1 1.5 1.0 0.4 0.4 0.5 1 fi 2 C>'=0.6 0.5 0.5 ' 0.6 ' 1 i2 �] .2 0,9 0.6 0.5 0.7 1.4 1 4 0.7 0.5+ 0.5 0 .7 1. 0.6 0.2 1 / {}ces Group � j LS r 0,1 0.3 8 1.1 0.7 .5 0.3 0.3 0.7 1.1 0.8' 0.3 0.2 0.2 ' 0.3 0.9 1.1 .5 4 .8 1,3 1.0 0.4 0.3 0.5 0.5 0.8 0.9 0.3 0,1 �� + 1d 0.1 0.2 0.3 0.3 0.3 0,3 0.3 0.2 0,3 0.3 0.2 0.2 0.1 0.1 0>2 0.2 0.3 0.2 0.2 0.2 0.3 0.4 0.4 0.3 0>3 0.2 0>2 0.2 0.2 0.2 0.1 0.1 1 -800-633-B71q g E 1 I a + + + + + + + + + + + + + + { { + t + + + + + + + + + + + + y 0,1 0.1 0.1 0,1 0.1 0.1 0.1. 0,2 0.2 0.2 0,1 0.1 0.1 0.1 ' 0,1 0.1 0.1 0,1 0.1 0.1 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0,1 0.1 ko BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE EN13INEER 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 Off" ANY MANUFACTURERS LUMINAIRE MAY VARY DUE. TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN •LAMPS AND OTHER VARIABLE FIELD CONDITIONS. --- f CANOPY W/ AMC PANEL FASCIA CANOPY W/ AMC PANEL FASCIA o 1 END WALL OF VEHICLE MAINTENANCE .2 FACILITY BEYOND -� v a a W s METAL DOWNSPOUT - TYPICAL METAL DOWNSPOUT (IN FOREGROUND) a TYPICAL BULK OIL REEL FURNISHED BY OWNER & MOUNTED BY D/B CONTRACTOR - RECESSED LIGHTING FIXTURE - i SEE SHEET EF-1 CENTERED 8 -0' ABOVE. CONCRETE SLAB _ �' : }. O FUEL DISPENSER FURNISHED BY OWNERLU `C KIOSK FURNISHED BY OWNER & SET BY a) D/B CONTRACTOR VACUUM CLEANER FURNISHED BY VACUUM CLEANER FURNISHED BY 9,_9 9'-9" 4'-11" 4 -3" OWNER & SET BY D/B CONTRACTOR ON 24" HIGH CONCRETE PEDESTAL co OWNER & SET BY D/B CONTRACTOR KIOSK FURNISHED BY OWNER & SET BY FUEL DISPENSERS FURNISHED BY OWNER D/B CONTRACTOR 2" ABOVE CONCRETE z SLAB NEW CMU WAINSCOT (TYP.) UJ BULK OIL REEL FURNISHED BY OWNER & MOUNTED BY D/B CONTRACTOR 1 d UJ CENTERED 8 -0 ABOVE CONCRETE SLAB EMERGENCY SHUT-OFF SWITCH FOR FUEL DISPENSERS - TYPICAL PRE-ENGINEERED METAL CANOPY CORNER COLUMNS STRUCTURE PAINTED _0 NEW CMU WAINSCOT TYP. 1ARCHITECTURAL ELEVATION OF -Jx 7- z1- C/) NEW BOLLARD (TYP.) - REF 8/CS-1 T F ; SCALE: I 4n I a-0" AF-1 FUEL ISLAND FORM FURNISHED & SET BY D/B CONTRACTOR (CONCRETE PLACED BY D/B CONTRACTOR) LL ARCHITECTURAL SECTION < FOR DETAILS REFER TO FUEL ISLAND EQUIPMENT': THRU FUEL ISLAND DRAWINGS (QF SERIES) & ELECTRICAL FUEL UJ SCALE. 1 4aa = 1 ,-0 at AF-1 DRAWINGS (EF SERIES) , a v 48'-0" (CONCRETE SLAB & CANOPY) 20'-0" 20'-0" 4'-0i9 BOLLARD —TYPICAL ( �� P ----- METAL DOWNSPOUT TYPICAL Al i 8 OUTSIDE COLUMNS �1 C5_i 0 0 0 ¢ t 0 0 `" EMERGENCY FUEL SHUT DOWN NEW CMU WAINSCOT T Q 0 0 (TYP.) UST OVERFILL HORN AND STROBE " 1000 GALLON DEF A (D � (D NEW DEF DISPENSER Ln 3'- 17'-0" 17'-0>, TRANSITION SUMP LANE#1 LAN_ E #2 z � o ' I Uj o o FUEL ISLAND FORM FURNISHED & SET o ' Q BY D/B CONTRACTOR 'kill co cm T N O Uj � .. _j �' p m RIDGE LINE OF SLAB UJ L B RIDGE LINE OF SLAB w c`y'v o 0 = SATELLITE FUEL DISPENSER - TYPICAL ti X ; MASTER FUEL DISPENSER Y c,Q SATELLITE FUEL DISPENSER - TYPICAL co 2' SQ x 2' HIGH CONCRETE PEDESTAL (FOR PC, VACUUM CLEANER FURN. BY OWNER & 0 0 INSTALLED BY D/B CONTRACTOR) KIOSK FURNISHED BY OWNER & SET BY < , D/B CONTRACTOR tU EMERGENCY FUEL SHUT DOWN 2 HIGH CONCRETE LEVELING PAD ,(FOR KIOSK 0 cu FURNISHED BY OWNER & INSTALLED BY D/Bco 0 CONTRACTOR) I mar � � � w 20-0(v— > a�� ° ° �� pqy GCS (D0 ua � PAINT COLUMNS, BEAMS & PURLINS AS PER M Z _ a w�WRITTEN SCOPE OF WORK 0- 'a ' >'- - FE Q� Q � � , This sleet revises 15-00 approved on September , 0 � � � o � � � � �2= 2� ! BULK OIL NOSE REEL FURNISHED BY OWNER 4.�g; - fl � ( i � MOUNTED BY D/B CONTRACTOR CENTERED, 8 -1 w o,�� sa.� from w rby evising the fueling � n� � � [ roof t0 fly roof' �, 0 �� ABOVE CONCRETE SLAB > v ''(D ' ° CL FIRE EXTINGUISHER 40-B:C ° mac'°C. �� 0�.§ REFER TO SHEET CS-1.1 FOR TANK AND C? ( ) - CANOPY SLAB CONSTRUCTION DETAILS. z TRANSITION SUMP o i c) - _f z I 2 -0" 2i 0!> o u, ARCHITECTURAL ISLANDFUEL PLAN SCALE: 1/4" = 1 '-0'a AF-1 I : " X EL M 26 _.__ ____ _ EASY 14 O p > C/7 c r __ _,.,,,,__ _. __.__ ' Y EX. 'S. p�C`°�' EYFO M � r O � r=z M � AZ z yf- O ..: - - - _-_ _ -. _ - - . ...: z <n _ _ _ . EAS _ 3 GRAPHIC SCALE: IN FEET m -E a 71Y RIGHT OF WAY ___.___.. _........ �M _ iP a sTREEr} .__....._ INSTALL 150 SF 0 15 30 60 £ QALLAS RDECI LOCATION is a � REMOVE APPROX.488 SF SIDEWALK ETE i4 r_ j © 9 EXISTING CONCRETE PAVEMENT ' INSTALL 80 LF D O z „a 12"WATER LINE 6"CURB PROPOSED NEW 8' p s ;'des CHAINLINFENCEt z '` FH SITE E �.. CO © w ..... _ c> ___ _. _._ .. Q r O 0 r?t cn CL £? H a > z X- x- -x- x X _ X x 12"WATER LINE t��? r 382 Sit-- - - -- 15'SIDE YARD LS --- ® - - , 4 d z x o x LS ! CL VICINITY MAP NOTES LEGEND 01 i j WB`}4 LS -PROPOSED NEW 6 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS I CHAIN LINK FENCE ` , x I CONCRETE BOLLARD OTHERWISE NOTED. O 1 I .`; 2. THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE a y W 7p '` 11 PARKING COUNT uI PROPOSED NEW 6 7.0' �j, � 0, I O ANY PERMANENT PAVEMENT UNTIL ALL SLEEVING FOR v 3 V' t. �� FIRE LANE ELECTRIC,GAS,TELEPHONE,CABLE TV,SITE IRRIGATION, Lu ® CHAIN LINK FENCE �' �'' c 4 CL OR ANY OTHER UNDERGROUND UTILITY HAS BEEN cn y /' CHAIN LINK FENCE WB-40 Ix ; INSTALLED. IT SHALL BE THE CONTRACTORS v� o AERO DFW FEE,LP. I x O I I ;,, ✓`.; FL FIRE LANE RESPONSIBILITY TO CONFIRM THAT ALL SLEEV#NG IS IN LOLU A DELAWARE LIMITED c6 - - _ OHE EXISTING OVERHEAD ELECTRIC LINE PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT il! cI3 PARTNERSHIP 1 .0° 68.7' 87.4' 46.0` 22.0' 8.0 _ y X PROPOSED 6`CHAIN LINK FENCE {y Q DOC.NC3.D2Q6254785 TYP. J i rc' 3. REFERENCE GENERAL NOTES AND CITY OF GRAPEVINE o z - -_ / ... .... EXISTING V CHAIN LINK FENCE _o o r LU r rt _ STANDARD CONSTRUCTION DETAILS FOR ADDITIONAL T o , LO Ix ' PAVING NOTES. U) o�� x LIGHT x I moo, EXISTING TREE TO REMAIN INDUSTRIAL > LS I VP .: 4. PRESENT USE AND PROPOSED USE:VEHICLE L z ZONING ® MAINTENANCE,FUELING,WASHING,RENTAL,AND LEASE c0 LS L _ 1- ( , EXISTING LIGHT SALES t�i _ x ! q Lu Lu CD t b. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE'S SOIL I-a Q w x ? LL ( INSTALL 200 SF 1 PROPOSED LIGHT EROSION CONTROL ORDNANCE SHALL BE MET DURING �� a r' I ( OF CONCRETE tJ THE PERIOD OF CONSTRUCTION. �c t-Z z I SIDEWALK O U qyi CL qyi ( ff ' ' INSTALL F30 LF \ & WITH. ALLON-SITE CONSTRUCTION SHALL BE LOCATED ASSOCIATED oxa. CL- '"� 6"CURB UNDERGROUND. r co p O I h p CIO 7. BOTH THE EXISTING AND PROPOSED SITE HAVE NO uj I I ON-PREMISE MONUMENT SIGNAGE. z REMOVE APPROX ,: w K 1 Nt z °rye$ I 1209 SF EXISTING 14' 8. BARBED WIRE FENCING IS NOT ALLOWED. Q EXISTING 6'CHAIN LINK ( , CONCRETECL FENCE TO REMAIN _. TRANSITION FROM I' �� X PAVEMENT i ROLL OVER CURS C i t 9. INSULATED DOUBLE-WALL 10i0 GAL ABOVE GROUND OIL x TO NO CURB FH S 89®18'61"E 1*,98' STORAGE TANK TO BE RELOCATED INSIDE THE CL TCa. �"0 .. I j- ;; MAINTENANCE BUILDING. lV 9°46'08"W 159.94' �!A / 01125116 __._. .._ ......_ . •�- . _ _. .... ® Fy •w�4x I � °" 10. ALL CURB STOPS ARE TO BE PLACED 8 FEET OFF THE � �pk'\ LU .�� MOUNTABLE CURB Sj- - - - - - FACE OF CURS TO THE MIDDLE OF THE WHEEL STOP�- �E T 10'PERIMETER LANDSCAPE LS C�."«•••e,• q o UNLESS OTHERWISE NOTED. o ;tea • I , 11--II PARKING DATA TABLE �° ' o. LSBRANDON D MlDOLETON z 10 SINGLE-UNIT Q EXISTING FENCE AND I I ....«..««.«......z CIS roa• GATETdREMAiN� -1� I REQUIRED PROVIDED '°s..o.�Q0185 a' r� r - - - _ _ L ., �12.Pl. I Ratio 1 space:2000s .ft. 83 88 't/}is�'. ... 13 WB-62 FL �p I I SITE DATA TABLE a. N Existing(SF) Site Expansion(SF) Final(SF) o _ LS 70.0F I I �� 1 2.75 Acres +1.02 Acres 3.77 Acre Total z - - 'P m FL -FL-"CONCRETE �, �, s[J F' r CURB LS / .: 9,7 44,431164,221 0 ILLo _ -FL 6'CONCRETE Lot Area 11 9 0 CURB Landscape/Open Space 2,396 2% 44,431 100% 34,299 20,9% ® a RAI3 ITION I 38Wj I i; ;, EuildingArea 2,860 2% 0 0%b 14,181 8.6% � Z < 0 o ni / �' L 1,i3 OCK 1 U U 0 ORES ° I Pavement Area 114,534 96°% 0 0% 115,741 70.5% 12.0' 1 .9` Q f sa z Pervious Area 2,396 2°l0 44,431 100°l0 34,299 20.9% � g � LU W c� I I w I / " / „' Impervious Area 117,394 98°% 0 0% 129,922 79.1% � , , ' Notes. Per the current Light industrial xonin regulations,a minimum open s ¢ 15.7' 44:0 9,0' 25.0 i jv iliac e5 9 r P space sr, I w I �, fn of at least 1 percent of the total site is required. With the proposed' cs _� cn cs I i `_ c, z y O ,O ,« a� improvements,the site will exceed the minimum requirement with 20.9 ' o ¢ e+a percent Open space. I , y W I E OFFICE BUILDING a�I as 0 , PROPOSED 0 # �, w rn i� ,`:, CID •� EXPANSION / FFE.sos.ls ` BIJIL I�1G DATA TAE31,E BUILDING 1, a cv -. pp f CL a LIGHT w o __ 81 EXPANSION t ) ) ..; W INDUSTRIAL r 24.0' FFE;606.16 �;; �I al3 j Cq ZONING FIRELANE PREVIOUSLY APPROVED 6-1 :� i DRNG 53.6' ; /�� EXISTING BUILDING BUILDING(CU14-36) *PROPOSED BUILDING(CUTS-39) 0 �" l 4EXISTING ., z . Ls FIFE:606A6 AREA(SF) AREA(SF) AREA(SF) F o OFFICE 5 1,713 1,713 t €0.0' 66.7 I 106.3' „a 112.T 50.4' I i WAREHOUSE AND STORAGE 2,272 9,909 12,468 Uj o : . I TOTAL 2,860 11,622 14,181 > « , y « s: y FT J I (FT) (FT) 8. 12.0' I +' o EXISTING S'CHAIN LINK J r ' o FENCE TO REMAIN BUILDING HEIGHT 20.0 25.0 26.5 w 6� 8"SANITARY w O " ® PROPOSED BOLLARD(TYP.) 0 11 Notes Proposed interior building sgalare footaae5 for Cfr11�1- I and (dZS- include the r a.a'I SEWER LIME remaining existing building areas identified can Column(1). ` " 9 URB 6 I I 12"WATERLINE �, LS a � ' s"CONcr SITE BENCH MA LIST w ,�. > I A CL LS R2 0 � �� BM#1 Site Benchmark cross cut on southwest corner of inlet _< >� --- �� --- �� --- --�� ,I I i__.. THIS 51�EETEISESULS- 9� PR ' E[ o REFERENCE ARCHITECTURAL on the south side of East Dallas Road and 225 fleet east of EXISTING FENCE AND � PLANS FOR TRASH N GATE TO REMAIN I ' " 4►� "aJ -1 R E I�t FI+,. U RI N G A v Texan Trail �] 0 ENCLOSURE DETAIL I I Elev.=612.26 E I TI �1TER ISLAND Tel ALLOW _ 0 I I I � TRANSITION FROM Z - 12.0 lit � I _I I CURB TON�IMIJRe FOR EASIER TRUCK MOVEMENT. CITY BENCH MA LIST � r e i' Q TYP. o I g i.,#:� �? a CITY OF GRAPEVINE MONUMENT NO.7 C7 LS SINGL -UNIT o I. -5 v w O TR Cif ACCESS 12'ALUMINUM ROD WITH CAP SET LOW AC .....� `Q"' j ti CONC ETE C RB 8" NCR�TE CURB i E 15'SANITARY COVER. ACCESS COVER IS STAMPED"CITY OF _ " z I LS I ( I SEWER ESMT �' `� GRAPEVINE MON.7". MONUMENT IS LOCATED AT THE p CL -- „- cR T _ - -I I (BY PLAT) WEATHER STATION£3F THE CORPS OF ENGINEERS AT o THE GRAPEVINE LAKE HEADQUARTERS ON FAIRWAY 8 CON CURB 10'PERIMETER LANDSCAPE CL I 14o �_. �. DRIVE 10 FAIRWAY DRIVE.) •� 3 � e✓ S$9°49'43"E 399.1�a' � D E 1 z 4 TEXAS STATE PLANE COORDINATES NAD-83(US ��, 0`UTILITY ESMT �l �, �UT� SURVEY FEET) w h« PROPOSED NEW 6' (BY PLAT} I FH ;;" N 703171 o D-FW AIR FREIGHT CENTRE CHAIN LINK FENCE __: • EXISTING UNDERGROUND 2.2$6 C 24 "f UTILITIES.CONTRACTOR TO E=2411641.899 c7 z ADDITION r"f # i': . _.. _ .. _- Y C LOCATION_:,... .... ._, _- -- _ __ ..... ._. .._ _ _ __ __ _ __ _ _ _ __ __ ..._ ._ _ __ _. _.. __ __ _. �.. �._ .... _ _. _. ..._ _ e. _..... .... _. __. .. ... _. _ __ .... -_ _ _ _ _ VERIFY EXACT L ATION _ _ _ .:., _. ._ _ _ _. .__ ... ._ _ ._ .� _ _ . ... .. . .. ... .... VOL 38P PG 163 8 SANITARY I ELEVATION-585.76 NAVD 1929 va $ a MRTCT , SEWER LINE i PRIOR TO ANY TRENCHING € ) tic PP w d OR EXCAVATION.zo CITY OF GRAPEVINE MONUMENT NO.8o - a LIGHT y. 0 Q a 15'ALUMINUM ROD WITH CAP SET 0.0'BELOW ACCESS C7 w z INDUSTRIAL L � COVER. ACCESS COVER IS STAMPED"CITY OF t h w N ~ GRAPEVINE MON.7". MONUMENT IS LOCATED APPROXIMATELY 100 EAST OF THE INTERSECTION OF z h ? MAIN STREET AND MUNICIPAL BOULDVARD IN GRASS `0 d 'N Cy i"1 MEDIAN, L2Q o TEXAS STATE PLANE COORDINATES NAD-83 US > r all before you dig. SURVEY FEET) S s` N=7023939.151 SHEET NUMBER a E=2404755.163 en S 3 a ELEVATION=635.97(NAVD 1929) N v, a p F Cam} CITY OF GRAPEVINE LANDSCAPE REQUIREMENTS REQUIRED PROVIDED U.1 E�,.3-0"RC-P STORMI REQUIREMENTS OFF-STREET PARKING REQ ............... ..........-7- INTERIOR LANDSCAPING-MIN.10%OF VEHICULAR USE ARIES SHALL BE LANDSCAPED.... .... .... EASTDAL1LAS-R0AD 70;RiGHI OFWAY 114,170 SF XA =11,417 SF 11,417 SF 11,702 SF TREES-1 TREE/400 SF OF REQUIRED INTERIOR LANDSCAPING 1,XAAC SIRE 29TREES 33 TREES ................... ..... ....... ------_____-_- :---------------- 11,417 SF f 400=29 TREES *INCLUDES 5 EXISTING TREES zU) 0 APING-15'BUFFER ALONG PUBLIC R.O.W., I OBUFFER ALONG U) PERIMETER LANDSCAPING ADJACENT PROPERTIES.I TREE PER 50 LF OF PERIMETER AREAS W PROPOSED 6' 21 TREES 21TREES 1,048 LF 50 21 TREES 15'SIDE YARD SITE BM#I, CHAINLINK FENCE 0 OPEN SPACE REQUIREMENTS S 899`37 . ............................ 2 f5R ....... ..... z NONRESIDENTIAL ZONING DISTRICTS SHALL HAVE A MIN.OF 15%OF TOTAL SITE DEVOTED 4 SO TO LANDSCAPING 6' Ve 24,633 SF 34,299 SF(20.9%) 164,221 SF X.15 24,633 SF Nzo -7 57- NON VEHICULAR OPEN SPACE REQUIREMENTS tip" wo PERCENTAGE OF SITE IN NON-VEHICULAR OPEN SPACE LESS THAN 30% 1 TREE 2,500 Soo 14 TREES 14 TREES CD QV 34,762 SF 12,600 14 TREES 2 U) + MITIGATION 536 00 1,; PROTECTED TREES SHALL BE MITIGATED 1:1 LU + 14 INCHES 15 INCHES CP + C) PROTECTED TREES REMOVED-I -14"CEDAR CAL) + (5 TREES @ 3 SOD L. + U., LEU ',, 65 TREES 72 TREES TOTAL TREES: 0 n u- 18 —A ALL TREES UNDER OVERHEAD ELECTRICAL LINES ARE UNDERSTORY TREES z 0 LO QS TD za� 2 w AERO DFW FEE,LP. 00 W PLANT "CHEDULE u_ -- - ------------------ z AIDELAWARE LIMITED '.7 LL TD - 0 REMARKS TREES CODE QTY BOTANICAL NAME COMMON NAME CONT - - z PAA ARTNERSHIP L DOC,NOD206254785 \2J z 0 0 LU 9 " TRA C;LO -SPR FULL,SINGLE LEADER,STRAIGHT 3-CAL,12'HT X 4 ce) Cr 223 + QS 11 QUERCUS SHUMARDII SHUMARD RED OAK Lo. LO > 0) C? ONEAL FAMIlLy PROPOSED 6' �zl INVESMENTS LTD QV CAL,12- HT X 4-SPR FULL,SINGLE LEADER,STRAIGHT CHAINLINK'FENCE QV 10 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 3 p W U) Z W + 55 = LANDSCAPE VOL 664.9 20Z4 IIN 10"PERIMETER . . ............__ LN L 0 U) \2-9/ CAL, 12-HT X 4'SPR FULL,STRAIGHT,SINGLE LEADER U) &J 0 CL RR TD 9 TAXODIUM DISTICHUM BALD CYPRESS 3 z 18 0 E i 4 00 ry QS ;U) -CAL,10'-1 2� HT X 4-SPR FULL,SINGLE LEADER,STRAIGHT W 3 LIC 9 ULMUS CRASSIFOLIA CEDAR ELM 30'FRONT YARD 0 SOD PROPOSED 6' Qv REMARKS CHAINLINK FENCE UNDERSTORY TREE CODE QTY BOTANICAL NAME i COMMON NAME CONT LEU + 37 CO 8 CERCIS CANADENSIS'OKLAHOMK OKLAHOMA REDBUD 2"CAL,6-8� HT,3�4�SPR FULL,STANDARD,STRAIGHT MULCH(TYP.) HT,3-4- SPR EXISTING 6' CAL,6'-8 FULL,STRAIGHT CHAINLINK FENCE ID 12 ILEX DECIDUA POSSUMHAW HOLLY 2 A S 8903851 E 14.98' CAL,6--8-HT,T-4-SPR FULL,STRAIGHT 2 h! If ) -- 0 IV 9 ILEX VOMITORIA YAUPON HOLLY Z- S .......... N 89"46'08" 59,94' SHRUBS CODE QTY BOTANICAL NAME COMMON NAME REMARKS CONT 0'PER1 ........ .... ............... SOD ILN 139 ILEX X'NELLIE R STEVENS'l NELLIE STEVENS HOLLY 30"HT,24"SPR.,36"OC FULL,5 GALLON MIN. QS...... ---- SOD TRA + TRA Z LL 253 01 006. 4,40000. LEU 220 LEUCOPHYLLUM FRUTESCENS I TEXAS SAGE 30"HT,24-SPR.,36-OC FULL,5 GALLON MIN. 0 ........... ► JrC UZ) ua C) N �R�R 2 2 HT,24"SPR.,36`OC FULL,6 GALLON MIN. ID RR 124 ROSA X'KNOCKOUT'TM ROSE 30 0 U1 UJ 2 TD UJ z 221 5� Co ID z 3 W TRA CONT SPACING REMARKS 0 r U.1 GROUND COVERS CODE QTY BOTANICAL NAME f COMMON NAME Z Z TRA 99 W N Co 6J 131,1 Lu(6 /rlV\\L .......... C14 LIJ _J + 55 TRA w x TRA 4,187 TRACHELOSPERMUM ASIATICUM'ASIATIC'/ASIATIC JASMINE INSTALL 12"o.c. FULL, 1 GALLON MIN, 0-,0 0 co a 0 542 =0 CO ........... EXISTING 6' CHAINLINK FENCE- MISC CODE QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS RR ....... . .... .......................... MZ )0 W C)0� CO =0 UC i SOD TBD Cynodon dactylon/Bermuda Rolled tight with sand filled joints, 100%free of U) z insects,diseases,weeds,etc. 0 < z x z > UJ 7 MULCH TBD Shredded Hardwood Mulch 3"depth,dark brown,all trees to receive a 4'diameter L SOD W 0 mulch ring if located in sod areas Z UJI F L CK ENTALIN W YftR T A G 422 CD U1< U) z a- (0)L, 08 416 co U)_J UJ rc 0 0 04 0 > 16 F W41 LIJ LE WO < (y) 'D 0L PLANTIN" NU 20 a, L_� �RT(,,r M OFFICE 1. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF"AMERICAN 11 P, + ON, U_W BUILDING 0M r\, �Ji I I I STANDARD FOR NURSERY STOCK7'BY THE AMERICAN ASSOCIATION OF NURSERYMEN. qJ EXPANSION PROPOSED U) W + < I.L. 6 CO< + BUILDING FFE:606A LU 7: 2. NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR LANDSCAPE ARCHITECT.IN THE EVENT OF DISCREPANCIES EXPANSION BETWEEN THE DRAWING AND THE PLANT LIST,THE DRAWING SHALL PREVAIL. 0 Mal UJ _J Z 0- FFE:606A6 CD� 3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED BY HIS WORK. NO < Y EXIST[ L.J a vp BUILDING 4. REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION. FFE:606.16 00 ID Lu to z< RR 5. STAKING AND GUYING ALTERNATIVES:METHODS INDICATED IN DRAWING DETAILS ARE PREFERRED. CONTRACTOR MAY SUGGEST ALTERNATE METHODS,ASSUMING FULL -0 20 RESPONSIBILITY FOR THEIR IMPLEMENTATION. CONTRACTOR SHALL REPLACE,PLANT,OR UPRIGHT ANY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STAKING AT 2z NO ADDITIONAL COST TO THE OWNER.o < EXISTING 6' SQ z Lij 0 W CHAINLINKPENCE 6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING. 10'PE RIMETER LANDSCAPE ------- OK UJ_J BETWEEN ALL PLANTING BEDS AND LAWN AREAS.REFERENCE SITE PLAN. 7. PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BE1 7 7 0, 8. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3"SHREDDED HARDWOOD MULCH. M IJ Ez X 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 5 LANDSCAPE EASEMENT. REFUSE SCREENING, EXISTING 6' 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE.ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN y I D Q z< IV SOLID FENCE NOT CHAINLINK FENCE sr NEAT AND ORDERLY MANNER AT ALL TIMES.THE WORK SHALL INCLUDE, BUT NOT TO BE LIMITED TO,MOWING,EDGING, PRUNING,FERTILIZING,WATERING,WEED WEEDING AN TO EXCEED 8 FEET LELI I AS IS 0 Z< OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING.ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION A 44 Z 'L . 1',� �A�, TRA TRA APPROPRIATE FOR THE SEASON OF THE YEAR.PLANT MATERIAL THAT DIES SHALL BE REPLACED WITH THE PLANT MATERIAL OF SIMILAR SIZE AND VARIETY. 'v 86 Ul + 11. CONTRACTOR SHALL WARRANTY PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE.WARRANTY SHALL NOT INCLUDE > wo DAMAGE FOR LOSS OF PLANT MATERIAL DUE TO NATURAL CAUSES,ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER. z -0 7 W M RR W LEU 12. ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLED TO BE SODDED,SHALL BE REESTABLISHED WITH BERMUDA SOD, U) Wz UC 35 LEU TRACO 2 ID 13. ALL LANDSCAPE BED AREAS TO BE PREPARED USING"READY TO PLANT BEDDING MIX"BY SOIL BUILDING SOLUTIONS OR APPROVED EQUAL). INSTALL TO DEPTHS,PER P -.0 LIC CO PLANTING DETAILS(12-DEPTH MIN.) FINISHED GRADES OF PLANTING BEDS TO BE 2"BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. z 0� IV 3 DEPTH(MIN)TOPSOIL PRIOR TO INSTALLATION.TOPSOIL SHALL BE NATURAL,FRIABLE,FERTILE,pH RANGE OF 6.0-6.5,AND FREE OF TRASH, ID 14� ALL SOD AREAS TO RECEIVE 4'3 RR z J MULCH(TYP.) DEBRIS,STONES,WEEDS,AND TWIGS/BRANCHES. YJ 0 9A SOD �p OD z S U) Cn <n < uJ A, .......... ... ;Z�00 0 CL Z L Z5 0 S 89"49'43" E 399.16' CASE NUMBER: CU15-39 0 10'PERIMETER S CU15-39 APPROVED LANDSCAPE -ET REVISE PROPOSED 6' THIS SHE z P. P5 zo D-FW AIR FREiGHT C ENTRE CHAINLINK FENCE ON 09-02-15 BY RECON FIGURING AN NORTH z W W ADDITION EX 24"RCP STORM Tr, W N Know what's below. 40 '!tW0 LAND TO ALLO CAUTI ry EXISTI EXISTING UNDERGROUND 0 z< NG PLANTER .4 U UJ:J K VEMENT. Call before you dig. UTILITIES.CONTRACTOR TO a� OD ux, IER TRU FOR EAS VERIFY EXACT LOCATION W Cr GRAPHIC SCALE IN FEET PRIOR TO ANY TRENCHING UJ awe LU 0 0 15 30 60 OR EXCAVATION. SHEET NUMBER Lo 00 ma- z L-0 1 a Z 0 < @ 1 Is 14 TREES LL 0 AMCA"I-�- Ov TO: SITE PLAN REVIEW COMMITTEE MEMBERS J ®j - f FROM: ALBERT L. TRIPLETT, JR, PLANNER II DATE: SEPTEMBER 3, 2014 SUBJECT: CONDITIONAL USE REQUEST CU14-36; 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 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- j parking spaces; 93-spaces are provided. j 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 "LI" =- Light Industrial District. Originally developed in 1980, the current use has been in operation since 2009. 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HP 3a" a oc st o N01LV�Ql oa sbiivo� 177A N 37ao5 owdvaD w --- IAYMaoawNlN W JM ate..:: �t� 3 I ^ ENDED BY_C� SPRC APPROVED 0 -� - 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 i 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. APPROVED: GRAPF`'y +m William D. Tate U +�c Mayor r ti ATTEST: J o i . Brown Cit Secretary APPROVED AS TO FORM: John F. Boyle, Jr. City Attorney ORD. NO. 2014-31 4 y��S,sry�}4ART EXHIBIT TO 00. Ao15l-3l EASYP�ST 26 NORTH / // z 14 s - EAST DALLAS ROAD - __._ __.., Page of m m orwnr '', ➢m to n o GRAPHIC SCALE IN FEET _. • ___ OFCONCR m _," 0 15 30 60 m a PROJECT REMOVE APPROX.488SF IS EWAIK EXISTINGCONCRETEPAVEMENT NsraLLeo1F E DALLAS RD LOCATION mrew 12'WATER UNE W GURB F HO. 84 S 89°37'11"E 2032T woMe , . LEGEND g m PROPOSED ASPHALT PAVEMENT T Z X I�y� 1TWATERLBIE 16'SIDE YARD —�f �-y t N D / \ PROPOSED ASPHALT MILL ANDOVERIAY r / µ \CL\ C'= PROPOSED LIGHT DUTY S'CONCRETE PROPOSED HEAVY IX1N]-CONCRETE 382 LB V' , LB lPROPOBEDCONCRETE RIP-RAP EXISTING CONCRETE PAVEMENT --Q0 PROPOSED CONTOUR EXISTING CONTOUR VICINITY MAP y"s>f'" OF AERO DFW FEE,LP. 00 x 0 h t I� g C k A DEtAWARE OMRED _� WATERLINE �+ PARTNERSHIP T A B.A `�' '� 1L*Y;, —53— SANITARY SEWER LINE N.T.S. DOC NO D208254785 'CJ BRANDON D.MIDDIEfON 1Y LLf � /�� OHE— OVERHEAD ELECTRIC LINE q 10��D5 X PROPOSED FENCE -p•If lU1 4� LIGHTLp W f EXISTING FENCE INDUSTRIAL L I•O C 4= � `ONAL Cam ZONING pO 'Ca < Cy FH FIRE HYDRANTS O LS LANDSCAPED AREAS �O 'INSTALL 2005E CL 6'CHAIN LINK FENCE 0g]id Z x O 'OF CONCRETE TRAFFIC CIRCULATION DIRECTION > 0. b _ NSTALL 80IF .73 ' 8-CURB 'V , ' REMOVE APPROX. Y�. 12DO SF EXISTING I t •1. CONCRETE ' PAVEMENT BUILDING DATA TABLE SITE DATA TABLE x $89.°38.51°E- 1498 EXISTING BUILDNG AREA f,54ry PROROSEDBUILOING AREA(5f) Exi75Arres} Site E.pansian(SF) Flnal(SF) a N 89°46'08"W 159.94' �F ` —r {3.OZAc dS, 377ACTe To151 _.10'PERIMETER LANDSCAPE-.... Be -.. IN '48'OB' I __.. .. .0 Off[CE SLC:, OffICE __ 91s6 L LA. 119,790 _ 4A431 _1Cr1.221 _ - , _. 'tih - �\r VEHICLE MAINTENANC£AND REPAIR 2,272 V{HIClE hu11NTEM1ANCE AhD REPAIR 49D9 I d pF/OoBn SPace__ __ _2.39G 2`IS 4A,A31 ld7U__ 3b,134 ( 2T.R:: __ -. - 15 SINK n -- �— m ... FOVIERT Q:.. SEv+ER�; TOTAL 2,SW TOTAL 10,E97 Ra d'n •a 51N7 A% O1D 897 GL`::' RF30GTE0 "1 0'i P t•ntAm;1 11Z O34 91`E D 0"6 1718> 71 4`h 10 N� OK IT gyp. CL�� 0.�_�_ BUILDING HEIGHT ?OFT BUiLDINGHEIGHT 25 FT P h-aa --f}_ ?3A� 7';a .1-0.431__ 1t1D'6 36139_,�1737 _ L 1173TM1 4. 0 Ct;6 llfCCe? _ CDSTOMEER EMPLOYEE tJotes;Per therarrerttiiphtfndusMaf ronircg rc4utations,ominimumopen spare♦ ... ..... L I FL�-' .. - .. - ... RJA -.. ..... .. L— .,� AREA ONLY I..i I of at trust TS percentu/the Meat Site is required.With thepraposed wBs2...' - ... .... ..... � � � — PARKING DATA TABLE /_ : ?x ; tmpravrmert ((exceed ttro mfrtimum rrqu7rement with 22 Arr•a .. .. _ a "—_ • n�' REQU RCD PROVIDED US 94 perrentapen Us 7 1I [� j.lj .. - PROPOSED CONCRETE: O 2931E 8' "4 1 CURB CONCRETE WAVY DUTY I \\1 CONCRETE .- ... ... . .. .. .. / .. • • ''®- ,' 43A 1179' '',. SEYtt]i 181E � 18 �� I JuN 062014 o v - I y.ta N RYDER TRUCK RENTAL INC.= b Q" ... VOL 8508 PG 422' I� $. - �f � 1 R � VOL6816 PG ....7741 t. rcrc�aa .''.'. .'.... .. I � DRTCT I pOj G1 PROPOSED it. PROPOSED PROPOSED p/ INSUUTED OFFICE BUILDIN N - ASRIAIT BUILDING W d CASE NAME RVOER TRUCK RENTAL a --' OVERLAYCCUBLEWALL EXPANSION O 'a' CASE NUMBER:CU1413 V .... - § EXPANSION FFE:S06.18 v> i— - !�i ! A �ry1 Y� � FFE:80618 I O 1 c'1 LOCATION 1100 TEXAN TRAIL AND LIGHT W b ABOVE GROIkB)OIL $ NI I N I 1 tt 50 E NORTHWEST HIGHWAY INDUSTRIAL ' 9TDRAOE TANKS - I ZONING Co U Ex�snNG �I �. I � � -� �.�•C„� NOTES CD C I EXISTING BUILDING I jI O L5 - FUELING,, FIFE: 18 "O 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS MAYOR SECRETARY O CANOPY' 0 ( N OTHERWISE NOTED. Z 100' ]&O I 602' -.I I f 2, THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE �I- --- TYP.-- .. ......,. FIRELANE� \" i' PROPOSED .�, J� ANY PERMANENT PAVEMENT UNTIL ALL SHELVING FOR DATE' 1I .'-'_ _ •. — CREPE � h EN ON PLANNING AND ZONING COMMISSION u I O I I EIGHT DUTY ELECTRIC GAS TELEPHONE CABLE TV.SITE IRRIGATI INSIAL-L .IT SHALL . • - INSULATED 5' I '}DQH PLACEPIORTOTO OONFFM THAT ALL NEETPCISINT e ' CEMENT OF t0a2' O,B /2.P I 'I JI PROPOSED tq COUBLE-wAUL.1000GAL II 12`WATER LINE I¢ EFERENCE GENERAL NOTES AND ClGRAIEVIN CHAIRMAN f� I 3 R E " a CL R3V1 �� PAVING NOTES RUCTION DETAILS FOR ADDITIONAL HEAW DULY `p STANDARD CONSTRUCTION ABOV$INE OIL CONCRETE CONCRETE yr. I �.. I n EATE SHEET- OF 11 ��'1" R1.te RESENTUSEANDPROPOSEDUSE:VEHICLE 7 - =FL= FL— —FL CONCRETE PMA NTENANCE,FUELING,WASHING,RENTAL,AND LEASE APPROVAL DOES NOTAUTHOMZE ANY - CURB 4 SALES WORK IN CONFLICT WITH ANY CODES OR •�\ - DDSTOMER PPARKIND 4�— 5, ALL REQUIREMENTS OF THE C OF GRAPEVINE'S SOIL ORDINANCES, O JI .. ..- ': _ EROSION CONTROL ORDINANCE SHALL BE MET DURING DEPARTMENT OF DEVELOPMENT SERVICES LL t THE PERIOD OF CONSTRUCTION. i .. ... .. l -' AREA ONLY � 1� ..�12e OCURB '-b ^ - - TYP - - ISTI e,Ct1 "'+ I 6. AWRH NEW CONSTRELECTRICAL UCTON SHALL BE LOCATED TIED _ UNDERGROUND ° DIMENSIONAL CONTROL SITE PLAN LB OBI TR CK ^ KLF C 7. THE PROPOSED LOT AND BUILDING EXPANSION HAS BEEN a o is c1ouDLD. FOR 8. BOTH THE EXISTING AND PROPOSED SITEHAVENO RIDER TRUIXRENTAL,LNG s 1D PERIMETER LANDSCME b 1 ON PREMISE MONUMENT SICNAGE 1100TEXAN TRAR.AND IISDE.NORTHWFSTITWY - _. _ EXLSTRNGZONW05.LGETeVDUSTRIAL a 3 S_8__ '43"E 399.16' „ ra 9. BARBED RE FENCING IS NOT ALLOWED. ZONWG PROPOSED REJNGG177ACRESO�STRIA7- s D-FN AIR FREIGHT CENTRE a '� OVI'OPTAB `< ADDITION < i•: / R.B.H.ACR-R-RAMROAD SURVEY,ABSTRACT#2Q5 VOL388 PG 163 -_ --:: .- ":A-SANITARY / __.. .,S J -._.- CITY OF ORAPEVINE,TARRANT COUNTY,TEXAS v$c MRfCT SEWER UNE OKN[RS- __ �k'� II Ryder Tuck Rental,lne. Oneal Family lnveslmenls Lltl X UGHT INDUSTRW. 8j„- Warvuick,RIB02888 Jrvo 9 TX 75G62-0513 ZONING T" CONDITIONAL USE REQUEST CU14-13 IS A REQUEST TO ALLOW TRUCK AND TRAILER RENTAL,LEASE SALES,VEHICLE ENmNEER MAINTENANCE AND FUELING. 1Um1ey)))Horn Lane's Southveest Surveying,Inc. Kimley-H°m and Assocleles 1 11 K 1 2717 Motley Dive,Suite B 801 Chedy SI.Un T Sui1e 950 Mesquite,TX 75150 F Wodh,TX 76102 5 " Tel:(972)681-0C42 Tel:(817)3356511 on Ctact:Jim Lane C°n Ia Brandon Middleton,P.E. pPYz9 DESIGNEOD WNBtECKEI SCALE 'ATE KHAPROJECTNO. i c.5 CAC BOIS SSHOWN MAR 20t0 06128'<]00 I EXHiB1T�TO 0", - .�. .... _.�. --- ----�----- �; r .�...® Page144100185 {„�..K• :..>a'xr' ```""'�4 t� NORTH z .•�� ••. Wig..- �,�,�_.. - ,�� ......,�..�+r, ''•+..•,"� ` o4nsdl4 m p: 1 ,. " �►ac x= z �. ; GRAPHIC SCALE IN FEET {} } y•Rw* �� \ W, f \ t ` zo j t w P I s 4 LEGEND L uQ1 EXISTING CONTOUR ¢ ! \ J'f 000.NOir.7 W m AS a 1 \ / \ v ' •e i ■ 535— PROPOSED CONTOUR ® m w ✓ t �r /! 1 \ ff11 K TOP OFGROUND ORPROPSEDGRADE o�m ME MATCH EXISTING eom w iA.ry ¢ I �•. •y'�.- ka�i TO TOP OF CURBIt z m }tYJ 4 tl � FQmw tit 3 j ; GENERAL NOTES A 1 1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH O i AP �y h•S.° y avF^E I \ 61 THESE PLANS AND THE CITY OF GRAPEVINE m Z. •!:„. • <£ f '4. O Fi STANDARDS AND SPECIFICATIONS .. J 7ff � m rc i''P Z.PRIORTO STARTING CONSTRUCTION,THE f I 1 f9t CO NTRACTORSHALLMAKECERTAINTHATALL O + Y IiY �.+ a f4� J ,•W49w ^ ~J V I+ QUIRED CO NSTRUCTION APPROVALS HAVE BEEN NSHALL c t 1 BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND -tX'7Ty ," J f -1"'z' 4 '•' ;f•.- 2a. ? it THOROUGHLY REVIEWED ALL PLANS AND OTHER k"' -'•' •�iYr,'4.;+ Yti,rt!q ii DOCUMENTEAPPROVEDBYALL OF THE PERMITTING ti.F..�„ '• ...nh: O 1- i - `•r'•••~-a •�i�» +.• 'v{t�s ��( ji AUTHORITIES. 't�s •f- .K+tx•a +. J} asa�d. ti 3.BARRICADING,TRAFFIC CONTROL,AND PROJECT SIGNS .%•l,m�•,ySP>,� ` d! a �'a' ♦'•f - e .i- ,r:�y4• SHALL CONFORM TO'STATE DEPARTMENT OF 7.w +�„•.=.A..yx-el':Ja pp 'I d,"` %-+—;FY }ya '.'®'•'• g4'Y'.'z./.y.✓!r;'+e II HIGHWAYS AND PUBLIC TRANSPORTATION J •:r. ,a:h�CN M •f: .f•r as • '•'ems'[. ¢ g A..•:S' II BARRICADING AND CONSTRUCTION STANDARDS AND J y%r;y;�:+T.,.y�. ..•yq% �. '%• + THE CITYOFGRAPEVINESPECIFICATIONS. r`'• ,••,• e-''f y',:y J� 4.THE GENERAL CONTRACTORANO ALL ALL EXISTING AND PROPOSED SITE CONDITI—S f q`i• ,a jam.• mil• THE SUITABILITYOF �;'��, ^:�a Y a4 ee;` `'�••• I SUB-CONTRACTORS SHALL VERIFY E iKt, �� yr •<P` ..p +-�- -,��y�, INCLUDING GRADES AND DIMENSIONS BEFORE .'''tk4A'•'�:a•.r'4?%e'. �. 'J `•ta• ••'�!+ Ala"-r" i} •;,w:}a. s..i•e�� ,',d- ..PA•� -h' • ad. ':' y ii COMMENCEMENT OE ANY CONSTRUCTION.THE �c<y?.�i<f-rr''%a`xs� :�-�f •°^-~ • �'• -•A 4`'i e ■ ;+J 11 ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY `�'SrY'= •7 •��' - •`s¢�t •! DISCREPANCIES.MINOR ADJUSTMENTS TO FINISH T.�Y3~'.`"jiR-'^:V` -� - '.�a2. -,• 'ta' s• '� d +1 GRADE TO ACCOMPLISH SPOT DRAINAGE ARE T f if- °`k` ytx +'> a'--• a +€ ACCEPTABLE.IF NECESSARY,UPON PRIOR APPROVAL 2 6 •• t•�q `. f. +�5"Ian.;,- �� •'V`9f II OF ENGINEER.PAVING INSTALLED SHALL"FLUSHOUT' IS ,/'yam.'S n:�•' ./<~•g,•r �a .` I I - F ^ •f a•,t` -• 'e +4', y'I�•L�'-' �'®� •1s. 1� AT ANY JUNCTURE WITH EXISTING PAVING. ' ••L•. y�' ✓?`' .[: 1 5.ON THIS PLAINS OF EBASED ONFI ELD UTILITIES SHOWN K `� %tivY -d: '4£-�'.� a`._• t y+ • 11 LOCAL UPIAN AREBANYRECORDS SURVEYS AND w w 'S •^S<.T, •- `• •4 ��• 's••a• 9R1{fI CE 1y�{�� a ` '•a-.s'�0-A a' t� CONTRACTOR COMP ANYRECORILITYTHALLBE THE J m Y In }•, +W U' i! .I.i:• y;+5101.EOitiC1Y ,y/. .�• 4 (f CONTRACTORS RESPONSIBILITY OCATETHEIR EI W. ,•,/.. �• -`•p'a•i" jI �'q' !t THE VARIOUS SOOTING CO TO NSTRUCTION. IR Q U h K f -��."rt�.� d- - .•.� • #11e r ��r.S•• '- d � � '1 UTILITIES PRIOR TO STARTING CONSTRUCTION. rc l + A t+t`;.-aF•`••• �P- �"-• Ie°ay+ �•Fti I Q I I� 6.CON TRACTOR SMALL VERIFY ALL EXISTING INVERTS • a•••41a I{` `•-a ''"�,.r 3sr•�y,1, PI R �' AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. - KIIIII .<.J• 1' •t't a :- y _o- +1 T.ALL PROPOSED CONTOURS ARE APPROXIMATE. 3 A' • ,;�-:ype-q„ ��M ®. }(� I I F` PROPOSED SPOT ELEVATIONS AND DESIGNATED Q J•••�•I a:g••• y<,q.'_ It; .. �+t `3 p_ I 1j DISCREPANCIES. LN~L MENLO •• GRADIENTARE TO BE USED IN THE EVENT DFANY g f ' I•- J •• 'i'*'-'� i4ry� �M na � •^'•a 1� B.REF ER TO DIMENSION CONTROL PLAN AND FINALPLAT (� FOR HORIZONTAL DIMENSIONS LLJ Z 4 / LLI � `. ••+�'•• S"v. HS RFSM i I' If L XQ tl J �e - '�'f' el•+ 1.d <:,{ i ly S OTHEINO RWISGRADES NOTED.ADD O.S TO TOP OF PAVEMENT > ` F-- a Z -�4 F: .!x S ,^.'.: L.». ` .}�. i° GRADES FOR TOP OF CURB ELEVATIONS. W W f ^..1-. •:�-tX�e- `".y!.,p�b�" t ai 10.OF PAVEMENT ACAPENDFOR DEGRADING GRADING FOR D_ Z ��J II OFLDINGACESSAS.ANDFORDETAILGRADINGFOR QQN Lu _ e — .+;•'�w.a .�'-� �•gM ��a�� '� «ye `A..JS J'•,•,rF�4�y ✓ � �i BUILDING ACCESS AND SIDEWALKS L.1_ ❑' W e:f, m2j :` IF LL d w :: a �.ya^•" y `$} �� \ I 11.REFERTO STORM SEWER PLANS FOR INLET SIZE AND LOCATION. CD N rr/^4 / > •a•y'a. •'•'•` a.q<+'T-ge�ia,••a ••, ; YI••< apt I \\.` / 1` 12.REFER TO EROSION CONTROL PLAN FOR EROSION L.1_. V/ / !• a• yw•f. ' '�;.6 - •` CONTROL DEVICES TC BE INSTALLED PRIOR TO W _j 0 f •r . • •• F..�, -�,•.- 'a}� f n - •�•L._ CARE NgME: COMMENCING GRADING OPERATIONS. J •^'�•• • isar:'•:r'�°••�!�1..:" ,` '7K',-+•'G �•q.. T t CASE NUMBER: 13.REFERTO LANDSCAPE PLANS FOR TREE < f- • - .' a=�; FL: ��'., rL' .^• ter, LOCATION: f/ •'f 7 <yR`.-.y'�t�` �r, •f a PRESERVATION AND MITIGATION OF EXISTING TREES. .`�•, j �i _ •y Y,Tl:''.mi:•y^• .+� IE 14.ALL ALL AREAS AND GRUBBED a •+-•. ••+T e� •-J6'A �y;l:r�%' it FOR ALL AREAS TO BE DISTURBED. J HF -� •� �•f\� .,e•!� ��+.r e•tt4 :.v �Pa _I'^ ,'�,i %r>.°;!,''<»i..:4. (n / - ��• - ,�°• . rti^�c•v�; +'S�i 41 MAYOR SECRETARY Q f v'^ a �" [ ' 'S .\.T`•� a4 it W It • ""y•`;f=" rY• Ii DATE: C //.,P'-'t°'?'�r`4a'`"+••�{'„'°S; '1t '.1a.'• O— e 'i I I S / t<�ry �.S� � ••�••• �• •. -.��f t ..• li PLANNING AND ZONING COMMISSION N n i h K i a € �14 t m •^ --f 1 fl C fek. a ° rF t 7..t• � dp ''°� - -i• `;:."yn SE �Q — — J '1 FE HAIRrvwN ark",-f w . DATE z '� '-{w f` DIMIIRPAF[lrli"'� iI SHEET.2 OF�1 Q IS e.hit aJi^`JM",A¢' +�yj�'�}�yt>� ... «..Y�° y.a.E" J'eA. �i•,.:y4+ ...�-...-_..vve _m. e..--_�--- -_ - 51 WORK IN CONFLICT WOES ITH ANY SO J ANY o '�,...h{'_xrA$'iRCy+ :^' ,A'Y' _.« �.T_.:.`.:'a sm- i APPROVAL DORDINA CES. CODES OR (�T� n o h.4{!ipfi•.•fi `.,k: \�E's`�.'.'.�4f tvi iv'ry y.x'„�,-•a{w.eG...gy. ...�®s®..�®�m�-"..--.«--®-��v-_am-.«.----- v -«-®- , t NOES. STOP! V .,¢y6+w::.: ;.•r r rya.-+..'.°'v�'•< i"I-;: an'.tIMy,�_ E.�~ r a+ 3. T.'^, t - �'s,4,:��'s .',h:. Jr 4=�:�:4•ai- "•':;.c:'�;f�,.i>.-ai'..`S•:'_+x.v'•t='r. r! ` E DEPARTMENT OF DEVELOPMENT SERVICES CALLB=FX YOU DIG z_ U .4 <-,gr'g'`5:..•x r."wx'N:1Y:'S"a:=`4-::`> .::`"A...�kiFP`.':.`»`�-.fi' .�:i•r..arr-•r sv:.�t`a'•''.,y.:sq`= '(i,`^!j€ z li DIG TESS w 1-800-DIG-TESS C, 8 o € (@ least 72 hours prior to digging) CAUTION EXISTING UNDERGROUND i UTILITIES.CONTRACTOR BENCH MARK LIST o w VERIFY FXACT LOCATIONTO 1 o E P.-TO DR EXCAVTREN HING BM#1 Site Benchmalle cross cut on southwest turner of inlet W on the south side of East Dallas Road and 225 feet east of r Texan Trail o E Els,=612.26 SHEET NUMBER 3 MOM Page 3 of�_ y �ti y_�{ppRT Sr NORr EXISTING Aq�� EXISTING HYDROLOGIC CONDITIONS �c� 28 qt 30"S.D. DRAINAGE AREA Tc Is Ito Itw EAST „jr� LINE"B" AREA laor.l C (mm) (In'Ih,) tin11r) 6n/hr) Q6(cfs) Q,olefsl En 14 GRAPHIC SCALE IN FEET .; - - Litt B 1,78 0.80 10 6.92 7.98 11.55 9.71 11.36 16.g4 Z 0 20 4D BO - --��_„V.T BA 0.85 alto 10. 6.92 7.98 11.55 4.64 5.43 7.85 �.----- -__ _ 1200 - i i It 1t 81 1.88 0.80 10 6.92 7.98 11.55 10.25 . 17.37 Z y N _ �t�.... , SfQ i{ BHA 0.59 0.80 10 6.82 7.98 11.55 3.22 SETT 5.45 �� 9 1.^_______ LOCATioN 82 2.24 0.80 30 6.82 7.98 11.55 12.22 14.30 20.69 G 83 4.04 0.80 ILOL. 6.82 7.98 11.55 22.04 2S.79 37,32 BSA 5.64 1 0.80 it 0 6.82 7.96 11.55 30.76 35.00 52.11 134 1.29 080 1 10 6.92 7.98 11.55 7.04 8.73 11.92 ; I� gg t r I 1 ii 85 4.14 0.80 10 6.82 7.98 11.55 22.58 26.42 3625 = Z B6 4.20 0.80 10 1 6.82 1 7.98 11.55 22.91 1 26.81 38.80 oorw esav m 6 TD t' ` tt :X B7 1.37 OSD 30 6.82 7.98 11.55 T47 8.74 12.66 N A�EuwgRE UMneO '6' w k1 p y [] ovakraeBSHly '? I °k t� ! r1`.,"sg?Z B8 2.81 O.W 10 6.82 7.98 11.55 15.33 17.93 25.96 S s§$ ' s,� oc no�e�sa]es ' !■ � B9 2.12 0.80 10 6.82 T98 11.55 11.56 13.53 19.59 w.// to ! oN Fw4av �,y a$ 382 _ r I - ty„ B10 2.19 0.80 10 6.82 7.98 11.55 11.95 13.98 20.23 P �g 92"Prs L1D,, --. i�x `!' B31 1.13 0.80 10 6.82 7.98 1355 6.16 7.21 10.44 -9;v y ` `4y®•- ^� , e rl Note:rhecohdoghybalvgiccondiri-areb...dan5H1148usiness STP2005(125)MMPlvnsdated CR City fGn4 ,irearrd yR i Texanrrou was designed using TxooT t a,haweverbam me ♦ � P City ofG p 'ne ands DOTboth use TP40for the m[e h4f ` ♦ ` ,F ). + y. 1 a^ ---- �` r'I PROPOSED HYDROLOGIC CONDITIONS VICINITY MAP y DRAINAGE AREA Tck6. Ito I,ov i ♦ ' �'YJ P) 6� t �, 1 i` AREA (acre) C (min) (in(hr) (Ijhr) Rs leis) Q,o(efO Q1oo(cfs) N.T.S. �N�010.1�WEIM ,� .. j,.-IJ \ 4 SB! "fii 14.98' B 1.78 O.SO 10 7.98 11.55 9.71 11.36 16.44 �OMM8 r BA 0.85 G. 10 7.98 11.55 4.64 5.43 7.85 Bl 1.88 0.80 10 7.98 11.55 10.25 12.0017.37BHA 2.24 D90 10 7.98 11.55 2-2 SETT SAS �I j \ ✓ , ` y t1i B2 2.24 0.80 10 7.98 11.55 12.22 14.30 2D.69 �� Ft 63-1 3.63 0.a) 30 7.98 11.55 I9.80 23.17 33.54-FL"�' ' B3-2 0.14 0.80 IO 7.99 IZ.55 0.76 0.89 1.29 05 B3-1 0.38 0.80 30 6.82 7.98 1I.55 2.07 2.43 3.51 Subtotal GENERAL NOTES 83 4.35 0.80 30 6.82 7.98 11.551 22.64 26.49 38.34 1.SYSTEM SHOWN IS 1-T.ELIMINARY AND SUBJECT TO REVISION AT TIME OF ' / t AND FINAL PLAT. OSB3A-2 4.84 0.80 30 6.82 7.98 11.55 26.40 30.89 44.71 GN 1 OS BSA-1 0.80 O.RO IO 2.SEE PRELIMINARY PINT AND PRELIMINARY UTILITY PLANS FOR Subtotal ADDITIONAL PROJECT INFORMATION. f vk!:e' • +• 1t 05 BSA 5.64 0.80 10 6.82 7.98 1L55 30.76 36.OD 52.11 a t 11 B4 1.29 0.80 10 E82 7.98 11.55 7.04 8.23 11.92 DRAINAGE DESIGN CRITERIA / �s R v 4t ' • e \ BS 4.14 0.80 10 6.82 7.98 17.55 22.58 26.42 38.25 B6 4.20 0.80 10 6.82 7.98 11.55 22.91 26.81 38.80 t (� lid • �� r/ II B7 1.37 0.80 10 6.82 7.98 11.55 7.47 8.74 12.66 D,oO=C`I`A O=FLOW IN CUBIC FEET PER SECOND(CFS) B8 2.81 080 10 6.82 7.98 11.55 15.33 17.93 25.96 AEIf� C=RUNOFF COEFFICIENT=O.Se(LIGHT INDUSTRIAL) 89 2.12 0.80 10 fi.82 7.98 11.55 11.56 13.53 19.59 _604.,_ A B10 2.19 O8D 1 10 6.82 1 7.98 31.55 11.95 13.98 2D.23 I-INTENSITY(INNE) �1r1 ' B11 1.13 0.8D 10 6.82 7.98 31.55 6.16 7.21 10.44 � No[e:DminaAe Area B3 inoeased in size from 4.04 vaesrod.l4 apes tlueromore aavm[e I(10o YEAR)=11.55 /� I I H\ 1sI H { z�'+• ii topogmphicinformatlon.In adds[ion,area BSA was spli[roshow ofj ite runoffcurrently ro...yed W me 3 v A=DRAINAGE AREA IN ACRES �y Ryder site. GRATE INLET IN SUMP(100 Yr) -FL- A Area of Grate Capacity of Grate Percent Q100 l0rSL9YMAwt. ' I I= Inlet No. Flow(Q) Depth of Flow Captured by r'° IIIlrarr o.re6 A EXISTING Opening Inlet Inlet~` Irvsrnu I' r # b - -a . 1-24-46 BE No LINE S.D. z t -�- -Ti- srA:o.37z6 121':InSel cfs ft (R) cfs 6rAw h 20'ROP II LINE"B" t Igo ,.FIE sec. a �2.55q° 1 3.51 0.25 s.zs 1s.so tool RIM:601.00 CONNECD t bCT' 1k . CONNECTED I t / r ,. IN ET ' Not,.Per SH114B.siness STP2005(125)MMPl...dated9/30/2004,v TxWTTypa"3"Gmtelnfetw.sasedwfm.....9mteapenig of6.29SF. / L1 F124`.e6.05 I depth. rate ffl-,,me g inletcapedry lump in. was calculated vstoo the Orifice,EgOadon(QQ II CASENAME'RYDER TRUCK RENTAL t B '4 .o ,J 3 11 CASE NUMB ER:CU14-13 f ; WYE INLET IN SUMP(100 Yr) LOCATION:,100TEXANTRAILAND ♦! �'+. n!B9IGknS9rwe 11 Percent Q100 1150 E NORTHWEST HIGHWAY . .��+cr-_____v»______ wcaiu;",tez»»zcx__» Mvarcc Length of Inlet Capacity of Inlet per yyy222``` II Inlet No. Flow(Q) Depth of Flow Captured by N6rcr EX TING d Opening Foot of Length Inlet € "�N' MAYOR SECRETARY _ $ 24"S.D. k�+i cis ft) (ft) cis 2 40.93 1.00 16 48,00 100% DATE: _ HYDRAULIC CALCULATIONS Note:Given me depth offiow,the wye inlet nepoory to a sump was calculated using the Weir Equ.tton(Odfh)-1.5). PLANNING AND ZONING COMMISSION Project: Ryd.,Grapevine Drainage Analysis € L Location: Gmpevine,TX V Data 4I3N2D1410:08 CHAIRMAN p LEGEND DATE: sHEEr 3 of 11 � Junction No. D,na.A,aa Cxreff g line of Concentralun Bbpe Hytlraulic Gretlient Heatl Loss at Charge Secllon Dev, Ez'S1. APPROVAL DOER NOT AUTHORIZE ANY rs�! Distance of bcrem Test Design lavr o1 9evatbn H.G. Tvp X-1 AREA DESIGNATOR WORK IN CONORDINA ORDITH NANCES. CODES OR Garments ORDINANCES. From I Be...n ncrermnlAma FLnotf Freq Intensity Runoff slat carry O Rpe Frctbn LU Wvrn Inflow allow Velocity Velocity Loss Coef Head at of 1.00 ac AREA IN ACRES K Design B.- Junctlom Total tole(Travels Total Bypass Qua, RPe Da. n Grad Stream Sbeam Veb 4 Velocity H,rd Head Kx VHi Loss Posgn Obrb DEPARTMENTOF DEVELOPMENTSERVICEB o = PoIM No Area Area 'C' "CA" "CA" Toe in Sea er i 010 St Vi V2 - VHi K H Point e c o station n. c. ac. Ire(. mn. y,s. nmr, c r.s. c.f.s. cis. c.f.s. tuft. ms.l. ms.I. fusee. nlsec. h. fc o eterc n. ft. m8l It PROPERTY LINE a mn. in, a 3 5 Exist.Storm Drain Line"e" -------- PROPOSED DRAINAGE DIVIDE ,983.1 1850E 112.3 B 1.T 1.7 0,8 14 1.4 i te.c 1 7.98 113 2.21 0. 9.t t 0.013 0.00] 6oS64 808.8 5.18 OA T2 0.0 0.52 610.1 613,88 Carr peartc..tc-BA PRffi.II1�iARYDRAiNAC�BPIAN¢ Y 1850.8 1773.61 77.2 B.4 0.8 2.6 08 0. 2.1 1 0.36 10. 10 7,86 16. 0.4 2.21 18.2 2 0.013 0.006 60B.5 6D8.1 5.1 5.82 OS 04 0.5 0.2t 0.26 608.8 612.fi3 Gerry Over to MktQB4 y PROPOSED FLOW DIRECTION B i_ f773.61 1693.9 ]9.64 Bt.BiA 2.4 5.1 OB 1.98 4.0 1 0.22 10. f0 7.79 31.7 0.0 0.0 31.] 2 0.013 0018 606.94 6054 5,8 10.11 1.5 D.5 0.7 03 1.19 600.1 611.93 1693S 1136.o 55). B2 21 ]. be 1.19 5.8 1 LAS 10.71 ,0 7.7 454 0. DOD 45.4 3 0.013 roll 6D4.48 59814 1D.11 927 15 15 II.] 1.1 1DP 605.4 ""^'��'�M�" EXISTING OVERHEAD POWER LINE 0 u o s 11SES 1078.7 57.2 B31B3A 9.1 17.1 0.8 7.83 13,7 1 1.00 11. 1D T4 102E D. Do 1D2.0 596.72 10.013 S009 59T.2] 9.2 10461 1.33 OSJB7 0.87 598.1 59eD0 - ��° a EXI STI N G WATER LINE p 3 3 10]8.7 935,2 143A B4 11 18.4 0.8 le 14.7 1 Lee 1IS 10 1.42 TOSS 1.1 DA 100E DOHS Dole 595.23 593.69 ioa 1130 1.9 TTE 0.7 IS, 149 596.T 599.41 Carry Cu.,to Inlet CF137 °---1s --- EXISTING SANITARY SEWER LINE w �� 935.3 753.2 ,61.1, BE 4.1 22.5 0.6 3.31 180 1 0.21 12.0 10 1.3 1328 Do 0. 132.8 4 0.013 ODD] 592.39 Eorel 11.3 10.ST 1.7 'Be1 D.] 1.49 1.30 593.6 Z��rARI�T� y u 9 ]54.2 658E SR2 Be 4.2 26.7 os 3S 21A 1 0.2 12.3 ,o 128 155.9 D. IL 155.9 TD13 0003 590.22 589.90 1D.5 1.9a 0. 14I4 o.r 1,3 O.T3 590.9 - - -^----^"--°-� EXISTING STORM DRAIN LINE • a ! 658.9E 624.1 34.8 B7 1.3 28.1 0.8 1.1 22.5 1 S2 1Z5 1D r23 162.6 1.8 1.1 162.1 0,013 0.003 569.11 588.98 ]. 8.26 1.0 09 r.] 0.73 0.79 SeeB 591:82 Carry Oiar to nlai DISHo EXISTING POWER POLE aM&'�/�R�B�AQ ti I� .'�'/M V S 6T4.1 559E ..a Be 2.I11 3D. oS 2.2 24.7 1 TD7 12.5 10 7.21 178.4 68 D. 111E or13 oCD2 5B8.58 588.4 8.2 7.22 ea 1.0 D. 0.53 0.41 sale 59180 Car Ove,ionlet CLB8 �'rQ�r•�a��T�� W" 555E 529.0 30.51 es 2.1 33. 0.8 1.7 284 1 0.15 12.) 10 T.ir 1Bs.fi 0.0 0. ia9.6 O.o13 O.. SB].58 sBr.59 7.2 ].9B 0.9 e81 D.r O61 O.T4 588.4 591.10 EXISTING FIRE HYDRANT K 3 OWNERS: 529.0 511E 12.0 B10 2.i 35.2 C8 1.] 28.2 1 0.0 12.] 1 T.15 201.7 0.0 1. 203.3 0.013 0.00 SB6.T4 SBfi.] T.9 8.56 1.14 0.9 r.T r.74 0.85 587.5 590.1] EXISTING WATER METER 0t Rytler Tuck E-L Inc Onaal Famiy tnvestmenls Lid $- 8 SiT.D t5.t 501.9 B11 1.1 36.3 0.8 0.90 29.t 1 0.02 12.81 i ].t5 ZOB.O 0.D 6.8 2t4.0 0.013 0.003 585.74 583.84 8.5 9.00 1.2 1.1 0.] OB 0.95 SB6.T 590.]i - 1J.fbrson Blvd. 3.4Gantry Rd LL ',- f 15.1 0. 15T - o.0 36.3 OB 0.00 2SA 1 0.93 11L 10 692 201.2 DO 0.0 201.2 DD13 GoD3 58351 583,4 So B.A7 1.11 1.27 0. 038 0.33 SI13.8 - (,� EXISTING SANITARY SEWER MANHOLE Warwick,RI 02888 Irving,TX 75M24513 f Do 503.4 ---60D,-�� EXISTING CONTOUR SURVEYOR: ENGINEER 8? T Notes:1. The starting HGL for the existing S.D.Line B located aithin Texan Trait nas assumed at the top of pipe for the 66"RCP at �the connection of the box culvert. -600- PROPOSED CONTOUR w o j 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. Lanes soeNwesl surveying.Inr. Kimsey-Ham and Asso.iates 2],7 ifir Dme.Suite B Sol Che, St Unit I,.Sul.Rec 3. Inlet computations are based on TxDOT BS114L plan set number STP 2005(125)MM dated September 2004 sheet 94. Mv,-,TX 711. Fon Wodn TX 76102 o 'C 4. Storm system ormin Texan T2il oss designed to carry the 10 year storm event Underground Kithin the pipe Ah the 100 year storm event contained xithin the fight --y section. Tee(972)681-0442 Tal:(617)3355511 0 5. The increased runoff from drainage area 63 has no adverse impact to downstream property owners as the 10 year storm event in stiff contained with the underground pipe,and Texan Trail has the available capacity to handle a additional 1.02 as increase comaM:Jr,Lane comaet:Bmnaon Miaalemn P.E. £p a DESIGNED DRAWN CHECKED SCALE DATE KIW PROJECT NO. Y CAC CAC BDM AS SHOWN MAR 21114 06tT82]00 g EXHIBIT A To ®126" 02o1V°' 3 J 26 EASY T PaPage '� of It " 9 NORTH z c RM 2 R` E"' GRAPHIC SCALE IN FEET E ALLAS RD LOCATION ExlsrlNc fz" 9 z '4.3:rS-' I B:s�rE-vhRmy`.s'-•'-Y=---a—^--it----'-'3F==---'-•-%`----,�„ \ t+ �i. x r ._,......,..-_....,,.,_„-....-....o,w�-.- _ t EXISTING I2" > -""�. \� WATERLINE 1n OF 2 { ' F oI.L I 1 VICINITY MAP N.T.S. a �,.„.,, { NTS y / ~4ALAWARE LIMITED -�S f No�7 �WIOS LL ! PARidERSHIP 1 ` ' �+- -' Z DOC.NOTR�62547B5 ` MIL LYR� •" f �_ ( � INVESMEESMENTS�LTD ZI LEGEND GENERAL NOTES 1. DOWNSTREAM PUBLIC WAT-SEWER IMPROVEMENTS ARE f ""'vq'''�-`i' r#`A...- 'IjLk (y�j, '�""'°" '.i.°'•s 'S'2• PROPERTY LINE NOT EXPECTED. r Fvc;,.Y#."^r' ±"si �: •� ;'sue- 1 PRO POSED STORM ORAINLINE 2. SYSTEM SHOWN IS PRELIMINARY AND SUBJECT TO REVISION • I- t .1: •-5 ��_y AT TIME OF DESIGN AND FINAL PLAT. `.�-N+'• ,)�� 's P PROPOSED DRAINAGE DIVIDE J h i:•+..}}:4' I 1 6. \ I1 3. SEE PRELIMINARY PI IA PRELIMINARY UTILITY PLAINS FOR ✓ n:-'^3-t'-•p?�t�'.�'3�` _ j I � SS �� PROPOSED FLOW DIRECTION ADDITION PROJECT INFDRMNFDRMATION. J / .'!]s6'" :tgv�,r.-•;\:5'.``.LLap 3>< 1 � � r-al / ""`^•.,, I}IT1y \ '1 £ > y:, :•,'e''- �� / 1 J may- —OHP— EXISTING OVERHEAD POWER LINE 4. DOUBLE BACKFLOW PREVENTERTO BE INSTALLED IN VAULT S 8 "11"1 14.98'xf �w } 4 9 •{ ry� EXISTING WATERLINE NEAR THETAP. f z ` j 1 1 - --------- EXISTING BTDRM DRAIN LINE 5. FIRE DETION INNTLLEDAT3DDEG DEGREE DMNWARTZ N 9°46'os"w An:9a' _ — `Z \ _ I�. SSA E%ISTING 54NITP.RV BEWER LINE CONNECTION INSTALLED AT 30 DEGREE DOWNWARD ANGLE rIF y t .J +, 6. FIREL4NESBH4LL HAVE fi INCH WIDE RED STRIPESANpTEXT 'FIRE LANE,NO PARKING,TOW AWAY ZONE'IN 4'LETTERS AT \ V4 EXISTING G45 LINE NO MDRE THAN 25 FOOT INTERVALS. , F,}c1w -�'� / vr.� / / 11\ 1 4 �''+^�wS'w¢ • EXISTING POWER POLE T. FIRE DEPARTMENT CONNECTION S HALL BE WITHIN SO FEET OF «kt z : FIRE HYDRANT. 4`^Y"4.: " ¢' F1 EXISTING FIRE HYDRANT 6 f d.•:v .::Y I f / . I.�V. S. CHAIN LINK FENCE TO BE NO GREATER THAN ONE-QUARTER 'r a"•7r"-;:':AF / '^'" -•-°•AFL l•- EXISTING WATER METER (il4)INCH. SLIDING •.4L•q`� Y .eg'- EXISTING SANITARY SEWER MANHOLE • Y•y,y': -.+Ek,/.-J= �/ f >(°�°""� � $ECURITYGATE I `t t„ I 9. THE MAIN GATE SHALL BE DESIGNATED BY THE OWNER IN •._vh n. 1 �'Ji / TO�EM,d7N`^..,� I S WRITING TO THE FIRE DEPARTMENT. F `' 6-�s'9+4� / ( �✓aQb� 1j �"-�'�--"� EXISTING CONTOUR l('+.tti I -� +t3�•- "--- �- 10. WITH DEPARTMENT PERSONNEL SHALL BE APPROVED TO PROPOSED CONTOUR 1 SIS ACCESS ELECTRIC GATES TO BE CONTROLLED BY KNOX t•" '+'�. \1t ( 1 ( 1 t BRAND SWITCH KEY AND AUTOMATIC OPENING TO BE '$3��"" ( PROP.NEW a�I CONTROLLED BY 3M OPTICOM H MANUAL OPENING BACK `C f r OIL(WATER ) up SEPARATOR EXISTING 8" / ;ri r 5" ✓ /-., M I SANITARY a • � SEWER LINE RYDEN TRU RENTAL INC. 'e f '••:"'-,:''�'S' C / EXISTING EX.S RV. VC, OB PG416 • VOL 508 PG 416 f TO VEDM w,STIN i / �>?$sG.};,,.3' •S OILNVATER y ( � ( SEPARATOR WA LI VyyL 6816 PG 1741 i/ Ii / DRTCT L (TO BE REMOVED).a 1 F 1 CASE NAMBER CU14-13 RENTAL f / 1 ,J 111 CASE NUMBER:TEXA 3 `❑ A'} _ 1 I LOCATION'1100 TE%AN TRAIL AND ! � iiSOENORTHWEST HIGHWAY FM OW10 3 t FIORERADIUS FROM FIR HYDRANTS!! T'�P;•+��,"�fY T..�y�'., � �I I�-- MAYOR SECRETARY 14isi0Lti ED J d�II 1 = \ pnrE: y / L Y^ T t-,,,�,y I PROP.6'FIRE / 'A z�r } .' SERVICE .�V ER S fl IL k 'I r•• PLANNING AND ZONING COMMISSION fJ ..dra•--`� ' E Ih a .../fa e as e a _ s PROP.DOU L OF tOW PREVE N RV"TH CHAIRMAN EXIS' `z' I AEYPASS Flit BER iY.ti+•�.' �' (1 1 VAULT DATE: \ ; BHEE 4 OF 11 f \ \ SYE IC f 1 /$S ERVICE APPROVAL DOES NOT AUTHORIZE ANY f Rc v � 1 WORK IN CONFLICT WITH ANY CODES OR f B /� t"R,,. „"'_"„' ^�' ! s ,:t•: ORDINANCES. pL� LTD J 0 f f \TM� SECURITY 77E- 1 y� DEPARTMENT OF DEVELOPMENT SERVICES TO REMAIN tf _ i!:j ! A/ PR$iDORITARY LT77L1TYPIAN JIM W a Ci! f F�y'i-'�+yT�pC,Ate+ r' :•t A�lz=mwm m q5 3 i d ! �'�ti'-V,-Y.?.y, I � / 1 ..• '� ��'�K�Q,AL�l�a8� '/ '4t".f•!.`a��N6, -'_",.�- x •[ - WAIS 3' IN12 E =17�7=01Z1A1®Ri IIGL XMIMISMACM r �b,". }� r+`'L r"`"tt• � -• �;;t y$.. .,.<`�„'" "ia4. S 89'49'43"E 399.16' ." "�-,•—._. �.Jg r.,.,t,.,i° • iR•: 4':ti"..,'Y=K"mcrt .Ci,: •:s `• 'y"..,if'�5c'c t �_ �., ., - 5t...•;t-,?•k,;r'.- „„g0 BAa.tGORAM aoAnsmAMMI raACP/�f . • ,„{^azr pi' <� f:y"'r4 °+.,1 O."Fw AIR FR qI CENiRE'� 1 '".-:�,emu..rt•;+t'M1«�.': ' >{•w'.`•'+m'%:..•��vi'� a: k`-ems .Y.a.'<�. EdG a17Q�$ATHVM 7A1RANl�II'!,=11/ / } 4:•' SawbY ,:,;^�: -p#..�^j'�,,,p. ADDITION OWNERS: �_/� :nc -r ,, `. ar=• �.,' '...��.;•w`ti* a" - ~"S`` Y. - ------ --=�.z4_R�esrslw------------- .a"w e zSe.z :y �,^� + _ .••NyR `_s.y5,,rs5.: -_______SOL7RTCT ____________ EAR, I j er Trvti,Renlal.Inc. Onea Family InvesimenLs LW -:K °•..''.: :':°-=r:. 'S-:.Y-^;,. •�.• w•q .•;1;: '-�'r:� ate'"""5 ?t:/,y,=..e MRTCT +1 1 Jeife K Bll,tl. 3004 Gentry RE m„ � - _a•S� .;;f, �: .=`^fy :a'.�.-. s-�;;.,r;�:f-yv+t.l,a,. .. . waiwlcx, 9. €� �: ¢,`} :"a�,`;.'!ry•:e'+.1; ;t'.c-i7: '";' '',='tn` :;,"5:ti.�u"Y'"'.::,�r"r.�i`s*'+r'r::•',. p q:•� n� ;`�•Y �+y� `•'•'.•.>��Y�Kam$^°a}�.{Fi. ,�`�v\•l,t�•`„�.8y�{'<��-+(r •Sr'�''-zi' `�,�s.yt• S' RI 02888 Irvin TX 75062-0513 '`„Y,i-•r3r T..'i:r ,.c�.,;:.'""••t l:-:,::�.K-.�w +tz:'eAi.Y:y'��.tti�' i'i~ S�^,ii SURVFYOA: K'NCIN p . *Hom n -a Lene's BOWM1wesl Surveying.Inc. KimleNHom anC Assodales 8 2717 Mo11ey Dom,Bwlee cne . " tswa ssD MesgulI..TX aBl 751w FeH Wo4N,m sr a 6 TX]102iu o T.I:(972)681-0442 Tel:(81])335-1 C"I"'"Lane CII.R:Bmntlon Midtllebn,P.E. 11 ko � DESIGNED DRAWN CHECKED SCALE DATE KHA PftOJECi NO. CAC CAC BON ASSHOWN MAR2014 061282100 m EXHIBIT TO OP—Q. oZOr4 31 CITY OF GRAPEVINE LANDSCAPE REQUIREMENTS REQUIRED PROVIDED w Page of NTERIOR 'A`CAMNG-AN.10%OFVEHICULAR USE ARE$$HA LBE LANDSCAPED ❑ 123,127SFX.1°12,313SF 12,313 SF 12,313 SF --- _--- "' --- --"'- -"--- EX 0"RCP9FORN1 TREES-i TREE/400 SF OF REQUIRED INTERIOR LANDSCAPING 12,S135F/4E=S 31 TREES 33 TREES - 'INClAA7E55O(I$TING TING TN TREES nrawwv r -_,_,_rt :, _ _ -",.1PoBL1_EFO-_." •`. PERIMETER LANDSCAPING"REEPER 50ALON PUBLIC R 111IMEERAR,IVBUFFERALONG - 1048ADJACENT15=21TREES.1 TREE PER SO lF OF PERIMETERAREAS 1,04B LF I50=2i TREES 21 TREES 21 TREES o SITE BM `:' /-m OPEN SPACE REQUIREMENTS 2 1. a NONRESIDENTIAL ZONING DISTRICTBSHALL HAVEAMIN.OF 15%OFTOTAL SITE DEVOTED O TO LANDSCAPING � F� " 61,221 SF%.15=24,6335E 24,633 SF 30.6975E(1B°A) ' W CASE NAME:RYDER TRUCK RENTAL ve'"F q• - - 9 3711 E 20+2T -.- 60p :=.ti. `y CASE NUMBER CU1413 $OD `� 3 NON VEHICUL4R OPEN SPACE REQUIREMENTS - - -.. ... ... .. �1 '1 PERCENTAGE OF SRE IN NON-VEHICULAR OPEN SPACE LESS THAN X%-1 TREE I2,500 S LOCATION:1100 TEXAN TRAIL AND _ -"1 + t sl v soD + \ 30,567SF12,500=13TREES 13 TREES f3TREes F 1150 E NORTHWEST HIGHWAY e I • � MRIGATION {Asp 05 DV �CD,(� PROTECTEDTREES SHALLGEMITIGATEO/:1 S.r• T 1 MG 2 \ `- '� PROTECTED TREES REMOVED CESAR 14INCHES 1s INCHESI - MAYOR SECRETARY �r E �' 2 soD \ \suej ``�_i, IS TREES�3"CAL) 2 5 + �• 4l t OTALTREEG 65TREES 72 TREES y DATE; t + •ALLTREES UI40ER OVERHEAD ELECTRICAL LINE$ARE UNOERSTORY TREES Proposetl + I' Y�(..• C PLANNING AND ZONING COMMISSION soD s'chain Link Fence 1 I } w QB MG �' Im 4' PLANT SCHEDULE w AERO DFWFEE.LP. 06 _-. -_ 2 1 g�� A DELAWARE LIMBED -".MG. ��/// Ir 1 �n m5,�y \` TREES LADE DTY BOTANICAL NAME/COMMON NAME SPECIFICATIONS REMARKS a CHAIRMAN PARTNERSHIP 2 g {N 1 1 °+` ? Q OF i DOC.NO.D206254765 °d 1 yii x W Proposed TIN c DA \✓ � MG 9 Magnola B�and'dloral SaM1hem Magma 3•ra412'hix4'apr FuO,SI�eLeatler,Sba 9ht = N N Sac DATE; � 6'Chan Link Fence ERNESTB.CSOLK . VOL 6649 PG 204 �� t �£� } � [ i- 1 QS 11 Querws shumerdi/ShumaN Retl Oak 3'-1 TV Mx4'npr fuA.S r je Leatlar,SVa ghl �� Z a�� BOO SHEET,' S OF 11 m Dv Il o ,o ;r - LL f APPROVAL DOES NOT AUTHORIZE ANY Ik• O Ov 10 QuerouswgdalaISoulhemUVe"k TmLlWhtx4'� Fu1.Single Leader81might E W 'g WORK IN CONFLICT WITH ANY CODES OR 1 Z I " Qs 6 C[Plohain Link Fence + Dqo `4 } Y w 3 w z {{{{ UC B Ulmus wassNda/Cedar Elm 3'ca410'-12'htx4'epr FOUL Single Leader,Sbaighl a ORDINANCES. a Qy i1 UNDERSTORYTREE CODE OTY BOTANICAL NAME I COMMON NAME SPECIFICATIONS REMARKS DEPARTMENT OF DEVELOPMENT SERVICES w O w z CO B Cerds canederls s'OkNlwma!ONaNwna Retldd 2"cal,6 L '-8 M1L 3'i-spr Fug,$tB1x18N,$Iralghl pI kN OCATI LOMANER 11 •��. 1 ` ,,,��''''^^^`�� w - MULOM(TYPI LOCATION tlecki..I ossumhaw Hoay r" 1,B'-6'hL 3' ew Fuq Solkpht O D PENCE NOT k" �TO E%CEEDBF7 Nee-.1la/Yaupm-1V 2'01,6'-6'hL 3'-d pr FUII,Slragh N 89°46'08"W 159.94' a s �, •„ "- t � � SHRUBS CODE OTY BOTANICAL NAME/COMMON NAME SPECIFICA710NS REMARKS a•' t - ..r-._". ,:.N 89'4fi'O6"'Vt•,� 4b33 -:__._ " e.w;So'J RLAN SOO hq_ Q ILA 1alxeGm RSYevens'/Nacretevens(b SYy 30'ht 24'spr 3fi'oc 39 N 'N FUILSgallon min SOD G 0G 1 Q LED 212 Leucaphy-kn,lhte 10Texas Bag- 3VIn 24•sir,3fi'on FWI,E galon nin �O g 'j{f -'-FL.-�-"� "I Q RR 124 Rosa x'Krloclmul'TM/Rasa 30'M 24'sTa.,36'oc FWI,5gallon min. * 9 >7 ' T _.. ( I g �j. E344 Q•l ',' MISG WOE OTY BOTANICAL NAME/COMMON NAME SPECIFICATIONS g FL- I ' Q - Exislin ! ( O I SOD TBD CywdondadyksVSwmuda ins-,Rolled TgM with sand fAedpmts,100%freed Ez st ng s-,aseas-s weeds,em. a 6 Chain Link Fence / / _- Ij— B I. > N a _ j 6'Chain Link Fence g A' RYDER TRIJg"F�JTAL IW_. i r MILCH TBD St Har aetlded dwood Mukll I'depth.brown,All bees to racelve a 4'dlanleter n a Om VOL'6508 PG 422 Q '\ mukn Mg N lasted In sod areas 8 a I Y 6506 PG 416 1 CC 6878 PG 1741 IOa m w_ ....—__. DRTCF y 1 3 ! • & W <I w 1 •• • " �/ B Go �' PLANTING NOTES: o- p _ I a• / So I! it 1. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED N •, w ' �j II II lq IN THE LATEST EDITION OF'AMERICAN STANDARD FOR NURSERY STOCK"BY THE MIERICAN ASSOCIATION OF NURSERYMEN. J r I PROPOSED EXPANSION 1 I I II 2 IN THE OICREPANMAS RMUS BETWEEN TH B A MADE n.3 AN THE PLANT LIST, THE TIDRAWNFROM OWNER ILLANDSCAPEARCMITECT. O) RR PROPOSED S - ND SUBSTITUTIONS EVENTg 114 PI-ANTMESBETWEENTHEDRAWIN WITH UT WRITTEUST,TMEDRAWING$HALL PREVAIL a 124 I OFFICE BUILDING - N L BUILOtNG J O 1 3. LOCATEALL UTILITIES PRIM TO ANY DIGGING OPERATIONS.MNTRACTR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING F- r - _ EXPANSION / {/ I 1 UTILITIES INCURRED W HIS WORK. LLJ 506.18 FEE:808.18 9 REFERENCE IRRIGATION P w L I LAN FOR BED IRRIG4TWN INFORMATION. E - _ 0 j S. STAERNATE OUODS.ASERNATVFU;METMODSIIMUTY FOR O THEIRINODETNATION PCONTRRETOR SFAACTORMAY SUGGEST W _ __ I I { L EXISTING '� /%�(n I� ALTERNgTEMETHODS,ASSUMINGFULLRE$PoNSIBILrtYFORTHENRIMPLEMENTATpN.CONTRACTOR$MALLREPLACE,PLANT,OR 'LU F ID I 1I II EXISTING 1 BUILDING /iX I i I UPRIGHT BLOWN OVER DAMAGED DUE TOINADEWATE STAKING AT NO ADDITIONAL COST THE OWNER. "� I 0 6'Cha n Link Fence 'l;CANORrI '1 FEE:606.18 tr / w 2 EXISRIn I .I \ }� n I I� fi. PLANTS MASSED IN BEDS SHALL BEARRANCED USING TRIANGULAR SPACING IL Z u 9 7. PROVIDE A STEEL EDGE M CONCRETE MOWSTRIP BETWEEN AU-PLANTING BEDSANOLAWNAREAS.REFERENCESITEPLAN. W t --- � .. T �...i s No ,L g I {P B. ALL PLANTING BEDS TO BE TOP DRESSED NIRH A MINIMUM OF T SHREDDED HARDWOOD MLLCH. • • •• IsN 0 B. PROVIDENCE OUTSIDE R MIRY eERMUDA SOD DSCAPE PROPOSED MENT.AREASOMLEDGES OF PAVEMENTAND/OR LIMITS OF LIJ < (, � • L' � _ DISTURBANCE OUTSIDE R.O.W.OR PROPOSED LANDSCAPE EASEMENT. ¢,O 1 "----- ,R �• Ezist'ng /(I �n 1R THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE L UNTIL TENANCE OF AU_ UN FINAL ACCEPTANCE.ALL REQUIRED Q w CO q LANDSCAPING SHALL BE MAINTAINED IN A NEATAND ORDERLY MANNER AT ALL TIMES.THE WR LL �KSHA INCLUDE,BUT NOT TO BE J } i \ 6'Chaln Link Fence ,.- V UMITEDTO,MOWING,MC.IW,PRUNING,FERTILI➢NG,WATERING,WEEDING,MDOTHMR HACTNIREBCOMMONTOTHE r u / a MAINTENANCE OF WNDSCAPING.ALL PLANT MATERIALS SHALL BE MAINTAINED 114 A HEALTHY AND GROWING CONDMON AS IS APPROPRIATE FOR THE 9EABON OF THE YEAR.PIANi MATERIALTHAT DIEB SHALL BE REPLACED WRH THE%ANT MATERIAL OF SIMILAR IV 3 . \ S '� SRE AND VARIETY. _� .. _.."_..-" "_._......"...__ —FL— -.._ -._FI.._- -._FL— .....EL.— �._ "L— w . • I 11.WNTRAGTOR SMALL WARRANTYPWTMATQfiLA REMAINAI MDHEALTHYFMAPERIOD OFONEYEARAFTERFINAL v! w 'y ACCEPTANCE WARRA.NRY SHALL NOT INCLUDE MAGEFORLOSS OPLANTMATERIALDUETO NATURAL CPLSES,AGTS OFVAN 1 � \ I2 0 0 1 -- - Ex silos IJ I ' M NEGLIGENCE ON THE PART OF THE OWNER.DA w I � DALISM '- gC �� - 6Chaln Link Fence 12"ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLED TO BE SODDED,SHALL BE REESTABLISHED WITH BERMUDA SOD. 2 2 13 I _ 19.GRADAEO INS L TO FADJAECEN'T DEPTHS,PER PLANTING DETAILS DRAB SHOWN ONGRAD(17 DEPTH MIN.)FINISHED GRADES OFILPLAHTNNG BEDS O BE T BELOW FINISHED ING ING PLAN. RyI °i z SOD m ' Nyp I I r ! -c 14.ALLSOD AREAS TO RECEIVE 4"DEPTH(MIN)TOPSOIL PRIORTO INSTALLATION.TOPSOIL SHALL BE NATURAL FRIABLE FERTILE PM '+a.e.•Y MUL a� RANGE OF e. .S.AND FREE OF TRASH,DEBRIS,STONES,WEEDS.AND TWIGSIBRANCHES. >: x I . 8 o 7D'PFRI OSCA -._SOD z . I $OD 4 IY �J Q I Q l: STOP! w s ' {' CALL BEFORE YOU DIG )s� U a DIG TESS 0 1-800-DIG-TESS 0 � � o NORTH (@ least 72 hours prior t0 digging) zO2`..;�;"7 CAUTION J a 3��w EXISTING UNDERGROUND Z LI VERIFY CONTRACTOR TO IIENCR 114ARK LIST VE VERIFY ACT CATION s' Gut on south-st Le OR E%CgVATIONBOU1 dntark Cd055 comer of Inlet 'TE ' GRAPHIC SCALE IN FEET PRIOR TO BW 1 Sit.Bent ANY TREfx:HING 0 15 30 60 on B1e side of East Dallas Road and 225 feat east of Eleva=Trell 612.26 SHEET NUMBER s A m EXHIBIT /a TO U0" ololq-31 Page �Of 4"EARTH SAUCER 3/4"MAX. O DIFFERENT PLANTING - I �i V t TREATMENTS. a O O O 4'MULCH PER SPECIFICATIONS a' :'� /�jY�\\�, __ 2 O METAL EDGING . Z ROOT BALL:REMOVE BURLAP,BURLAP i-II \ ✓��/""`4 O TIES,AND WIRE BASKET FROM TOP 113 II lll 'I I j Ij y�'/`�i�\ ".,�� 3 O DEPTH�I L.REF:NOTES MINIMUM _ OF ROOTBALL.REMOVE ALL NYLON AND/OR SPECS FOR MIX 7 STRINGS,PLASTIC LINERS,AND OTHER 5 I 1I.: ) -H-r I PLAN 2p. _J 111-1- '� /� &DEPTH. z - SYNTHETIC MATERIALS FROM THE 1I' 4 ENTIRE ROOTBALL. II i�-7 O NATIVE SOIL --�4 qD PLANTING PIT EXCAVATED 12"LARGER SO 4"TOPSOIL.REF:NOTES C - AND/OR SPECS FOR MIX \ I L/ (MIN.)THAN WIDTH OF ROOTBALL.PIT &DEPTH.z '�.J DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED S T.S.TEEL EDGING GRADE.PLACE ROOTBALL ON SOLID +.•- SOILAND NOT LOOSE BACKFILL. D E 00 m a N. O PIT BACKFILL SOIL PER SPECIFICATIONS =-0 E o t5 II J 3 O UNDISTURBED EARTH y� K r B" I / v O SECURETREESWITH TREE STAPLES. MIN. I\ / PROVIDE 3 PER TREE,TOP OF STAPLE vI + + 1 O GROUNDCOVER C �' TO BE BELOW TOP OF MULCH. Q=O� -� Y. (� �'�w a 4" MINT - -' 1 -Oq% O 3"MULCH PER r SPECIFICTIONS ¢LL z � ( g 13 j�\•\ �J \ 't + + O EXISTING SUBGRADE -. II O4 BED SOIL PER SPACING SPACING m SPECIFICATIONS „: =11_II B AS No AS NO z0 ~ SECTION PLAN 1 A TREE PLANTING 2 N.T.S. vii T�J� ELF S T - O 4"EARTH SAUCER IIJII-> \i•\�jf%i�.- �� 111 II N 2 4"MULCH PER SPECIFICATIONS * v. o, O II II II ll HI IT 1 )LI-I'�F.IiI l�ll: a �j. Qy I�R11L' �� - O ROOT BALL:REMOVE BURLAP,BURLAP } - 'ATE O P TIES,AND WIRE BASKET FROM TOP 113 SECTION ! OF ROOTBALL.REMOVE ALL NYLON STRINGS,PLASTIC LINERS,AND OTHER SYNTHETIC MATERIALS FROM THE GROUNDCOVER PLANTING R r _ ENTIRE ROOTBALL. PLAN O PLANTING PIT EXCAVATED 12"LARGER (MIN)THAN WIDTH OF ROOTBALL.PIT F w m w _ DEPTH AS NEEDED TO SET ROOTBALL a W Y COLLAR AT PROPOSED FINISHED 0 W w GRADE.PLACE ROOTBALL ON SOLID a o O O U S � SOIL AND NOT LOOSE BACKFILL OPIT BACKFILL SOIL PER SPECIFICATIONS 6O UNDISTURBED EARTH `3 (7D SECURE TREES WITH TREE STAPLES, o PROVIDE 3 PER TREE,TOP OF STAPLE \�\ 2 TO BE BELOWTOP OFMULCH. W Z - � 3 z o > LLi W' W 4"MIN -I. ,. `: I_ 1 0- ` Z _ II:-1 / —J--y �ivv IIFTU 0. i o) jC w 75 �yT I�4� W TIE-"'III IIF-1 F-_ F II-I U)Q 0 ° JII-II - IFII�-I�I.I�II w -J:LL J SECTION R MULTI-TRUNK TREE PLANTING 3"MULCH PER SPE CIFICATIONS CASE NAME:RYDER TRUCK RENTAL W CASE NUMBER:CU14-13 c 3^ 2U 3"HIGH EARTH SAUCER LOCATION:1100 TEXAN TRAIL AND MIN. 1 1150 E NORTHWEST HIGHWAY PLANTING PIT:EXCAVATE 6'LARGER(MIN.) THAN WIDTH OF ROOTBALL,W1 PIT DEPTH ___ -t AS NEEDED TO SET ROOTBALL 0MAYOR SECRETARY - c <� PROPOSED FINISHED GRADE.PLACE (n ZJ ROOTBALL ON SOLID SOIL AND NOT J LOOSE BACKFILL SCARIFY SIDES OF PIT. DATE: T s PROVIDE CONTINUOUS PIT FOR MASSED I W q. BED PLANTINGS. PLANNING AND ZONING COMMISSION �1I I �i. i1t_ ROOT BALL.REMOVE FROM CONTAINER. STOP. /Y _ 4 GENTLY SCARIFY GIRDERED ROOTS AS �T BEFORE W O NEEDED.REMOVE ALL TAGS d TWINE. CALL BEFOR YOU DIG a_ O CHAIRMAN Q w `E 5 5 PIT BACKFILL W/PREPARED SOIL BED MIX PERSPECIFICATIONS PROVIDE DI(,i'I�SS �� II ICJI- _!' III i IIII U I =1I 6 CONTINUOUS SOIL BED MIX IN MASS DATE: ]-800-DIG-TESS Cn PLANTINGS.S. 4k�-SHEET' F OF 11 NORTH (@lease 72 hours prior to digging) t] sag SHRUB PLANTING UNDISTURBEDEARTH Z o C APPROVAL DOES NOT AUTHORIZE ANY CAUTION J EXIST INGUNOERGRGNNG qq N.TS. WORK IN CONFLICT WITH ANY CODES OR UTILITIES.CONTRACTOR TO BENCH MARK LIST ORDINANCES. VERIFY EXACT LOCATION O= PRIOR TO ANY TRENCHING BMN 1 Site Benchmark Goss oII on SoWh—t comet of inlet o GRAPHIC SCALE IN FEET 'w OR EXCAVATION. on the south side of East Dallas Road and 225 feet east of ua� DEPARTMENT OF DEVELOPMENT SERVICES D Q Q # Texan rail EI-61226 SHEETNUMBER P g L-02 0 REVISIONS EXHIBIT jq To 090 aolq-31 w❑ REV # DATE 13Y: page of Z Q rj o a 13 U.D U.e U.0 S.J U.0 4.c b rw `F•� � 4.0 U.c U.0 U.J t.0 U.0 U.0 5.0 b.0 b.e X Z ti- 3 F F U.0 1t t.0 U.O Irrt C,. t-0 to U.D U 1)-0 C U t. C, 4 4.0 S.J o U. .0 .0 U.0 U-o U3 W w Note: _ o_ly J b.0 b. 'T.0 V7 .0 0.J b.l Z� InT- t,,,., / ■ > J 1 1. Illumination signage was included in the determination of the b 6 b I -"`XX'- Illumination levels. 13 I 0.0 b.V !.0 1 )' ..i b.7 9 1.9 1. .6 l.a t'.0 t'.1, 1.0 0.9\0.1 1 t. o2), 0.0 0.0LL 5.0 b.e 1 3 1 5 5 .5 b.6 s .z `_ U. .7 `.1 1. b.e bA 11.3\b.2 s I.N5 1.2 1.1 ;t.9 b.P U.S 1.4 4A U. T.7 5.c x., U, t1 U.0 Tj n] t ��+ AERO DFlN FE�,LPrt b.l .2 i 5 0.7 0.1 0.3 t.3 0.3 0.3 b.4 k�. 7 0.. .1 t.0 �W� A DELAVVARE LIA�Ii iE0 PARTNERSIIIP I k vZ DOC NO D2062 765 .O 3 -2 14 : Sn b. 42 4.2 b.2 T) t7_7 .1 z.4 .a t. 1 U.0 'q 0.1 b.1 _ 7 I1$ b.9 t.8 0.5 0.3 1.2 0.1 4.l b.2 0.3 0.G 1.2 1.6 .9 t. 1 b.0 b.1 t. 0!I`. 1.3 1.D 9.s U.3 U.7 U.1 t.1 t.7. t,3 U.5 5.7 U.9 P U.' U.r, U.n ■ �� Q b.I b.1 .3 [ 0.5 U.3 4.2 t.1 b,l U.2 0.3 I I t. 0.0 4.D vi N CASE NAME:RYDER TRUCK RENTAL b.z U.2 '-3 fi 1 .- .l 5-5 U-C U.2 0.1 4.1 U.2 4.3 t.7 t a A i Ca.e `6.1 U.c V IL [ CASE NUMBER:CU14-13 pl 2 4 - I LOCATION:1100 TEXAN TRAILAND U.1 4.1 4.2 10.2 b.3 4.3 b.3 4.2 b.2 5.3 4.3 b.2 .3 7 p b.9 b.7 t.6 5.5 b.4 U.2 U.2 5.1 b.2 U.3 b.7 1.2 `_._ .e . jh'0.c 1150 E NORTHWEST HIGHWAY t.I 0.2. b 9 1.0 b.6 S.4 4.3 b.3 b.6 1.1 0.8 b.4 0.5 2€ �.3 0.6 0.5 4.5 b.5 b.3 4.2 t.2 b.; b.4 1.1 1.4 t.8 6 b. b.c ,k MAYOR SECRETARY N e9'46n81 W 15994 f r� $A b.3 t 9_'�¢ �9 t.=U 1.0 t. b.3 1.r, t.9W U.7 S.Naso. U.3 U.3 t.3 U.s° U.1r:- _. . � U.0 DATE: I PLANNING AND ZONING COMMISSION 4.I U.3 t t.2 U.6 4.3 U.3 6.4 -.7 1.3 _ t' 6 .a 1.3 1_ U 7 .7 5.9 0.9 U.s 4.3 J-J b.4 t.5 i.0 1. b.5 �1.4 t. 11a b.1 U.O [Q 0, 1 FL (�2 b.4 b 0.4 0.1 5.2 TO.2 t.2 5.9 0. 0 9 i 5.6 0. h 1.3 *.3 I /n _ �n.o--'r-3-F�-r� 5.3 S. U.2 b.l 3.1 AT U.c b.o � CHAIRMAN -c" 6 4.2 b.3 4 PPPlaaa �d.3�..?-�l.�tl.' tl." t..' 0.2 0 t1.3 .4 ,.0 t.0.6 1.1 1.1 1.5 t.9 t`.B 0.5 0.3 0.2 0.: t'.1 0. t.1 � + ❑ DATE: " t - --�- d ❑ 7 11 4.2 4.2 #0 5 .4 ,,.2 .1 1.1 t.l b.2 It.z t).' b.3 0.6 y„�i.b--t:P��:��3.6 ��.7 U.3 b.2 0.1 0,1 0. .P 1.0 4 c b.c T.C, ❑ SHEET; OF -I APPROVAL DOES NOT AUTHORIZE ANY b.2 b.2 4. .0 t s 4.2 t.2 0.1 U.1 b.z b.z .3 b.4 X-7 `_.2 `1.1 U.9 16.7 3.5 t.0 U.6 U.z t.l 4.c U'.0 b. 0 ..0 3 4.c U.O 'WORK IN CONFLICT WITH ANY CODES OR ' ORDINANCES. b.2 4.2 4.3 b.L t 6 by 1.3 1.4 6.1 1z.2 ? 3 11.n b.0 b.D b.O b,O .c/ 1 5.0 b.e W b.2 b.9 1 9 1.0 b.3 b.2 �� " DEPARTMENT OF DEVELOPMENT SERVICES I Pa POING 4.1 4.3 b. f ' f 0.2 0.3 O.f 4.s 1.10 1.7 3.3 b.9 1s.5 RYDER TRUCK RENTAL INC. 0.0 4.P 1 SION .0 1 0.1 t.0 II VOL.650E PG 422 - VOL 6508 PG 416 I"- 0.1 b.2 0. 4 ..2 .1 .1 0.1 4.2 b.2 b.3 b 5 b,7 t.2 �`.4 3.0 VOL 6816PC1747 _ 5 It.2 b.I 1 DRTCT , • Caly�latior.$Lin - .{ w 0.1 0.1 0.9 0.2 0.1 0.1 0.1 0.1 0.2 0.z U7 0.9 4.6 t, U.s 7 0. 0.1 0.1 J Label Avq t�dx 1i� .=.vq/N.i,. 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Ao .3 1 .1 tJ.l 12101 F.soo �x1�1.1Ne�xsua_13r-n.H 10'Muuu•1 Ns_inlees' ° ` � EL W \ $D U.1 5.2 b. �.0 TO.5 5.2 4.2 b.2 b,2 b.3 b.s - 1.D�1.2 `_.e t.9 U.5 b.3 6.0 1.9 b.e 5.3 U.2 b.l b.l 5. , 1s .1 U.1 M X2 110000 C.:.00 EXIST1110=L:rJO-1 U00-MH _6'MDUIJTING HEIGHT ,2 c c Z 1- X3 12.500 C.`•00 -XT-11G-1.--I'O-11 -1. -UNTTVG 1'RT;nT 0.2 0.2 0 ]� R s 0 ^ �] z 0 ' 0 - U.3 !J.3 b.0 b. U.4 t\4T1-1-rFL�'C:'_- 4-8' f 126'.J J.6UU 14L5-F-5-[M-1U-CI•.H-kG 1.9UNl'lAG HL'1CF'_ I \J b.2 t).2 b .9 t.3 ..Z t.2 t.1 t.2 b,2 0.2 b.3 b.. 0.4 b.1 1.1 1.1 1.3 11.6 b.9 b.:, bA t1.3 t7.2 4.1 0. 0.1 It.1 $.1 .1 .2 0.2 / 1 b.2 4.4 4 N 16.4 U.4 4.z b.z 4.2 U.3 b. b 3 .3 4.3 U. 4 a U.6 3. `_ s 7 4.s 4. U 4 �.4 b.2 4. b.2 4.3• 3 9 '0.3 n F S b:z b.9 b �1.0 b.3 5.3 b.3 b.4 t.7 1. 4 s 5 U.3 4. U s i.4 5. 1 .9 4.6 5. z 0 b.s .1 b.z L 1.1 4.4 ° s F - 5 ��a�_v ®_� - t 6 4.1 �W+° Energy Services Group -- - -- b.l 5.:'44!-0 1.1 b.7 b.5 b.3 b.s b.7 t.l 1).6 b.3 b.3 b.:: b.1 1.0 1.2 b.6 b.1 b.s t.4 4.6 t.1 b.9 b. 5.3 t-1 b.s t.8 b.l 0.1 U.2 O.3 0.3 0.3 4.3 4.3 10.2 b.3 b.3 0.3 b.2 b.z b.z 11.2 0.3 b.3 b.3 4.3 0.3 t.3 b.- b.3 4.3 4.2 13.2 b.2 10.2 1.2 U.z 0.1 0.1 N 1 -S❑❑-633-B71 1 - WWW.WLSLIGHTING.C❑M 0L 14 b.1 *,),I 4.1 b.I 4.1 b,1 b.1 b.2 b.2 b.2 t.1 4.1 4.1 b.l 4.1 b.2 b.2 b.2 b.2 b.2 4.2 t.2 b.2 b.2 b.1 b.l b.l b.1 t.l 5.1 b,1 b.1 1,0 BASED ON THE INFORMATION PROVIDED,ALL DIMENSIONS AND LUMINAIRE LOCATIONS U' SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT I MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD rf1 CONDITIONS. J 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. CASE NAME:RYDER TRUCK RENTAL CASE NUMBER: 3 TEXA ,i LOCATION:1100 TRAIL AND EXHIBITS R D TO O . o�o/�3/ ftdmr E NOR 1150 NORTHWEST HIGHWAY � 3 _ Page��of 4 6 6 3 DATE: - SECRETARY (� r 6 E: q PLANNING AND ZONING COMMISSION fi 2 5 ) ET, CHAIRMAN \iaiou 9>Iuiioua Aahac 3 -- ------ 4 5 Q6 DATE; 9 TYPICAL EXTERIOR MATERIALS 0 8 0 SHEET, 8 OF 11 6 SMOOTH FACE CMU AT ACCENT STRIPES; I APPROVAL DOES NOT AUTHORIZE ANY METAL ROOF Key Plan PAINT SHERWIN WILLIAMS GYPSY RED SW-6865 WORK IN CONFLICT WITH ANY CODES OR ARCHITECTURAL BUILDING COMPONENTS 300 SERIES 24 GA. MU AT ACCENT STRIPES; ORDINANCES. 22"STIFFENER RIB PROFILE,METAL ROOF SYSTEM WITH SMOOTH FACE C PAINT SHERWIN MU ATWILLIA A BLACK 3 DOUBLE LOCK SEAM,COLOR:SANDSTONE DEPARTMENT OF DEVELOPMENT SERVICES (VERIFY SANDSTONE OR MATCH EXISTING GRAY WHITE?) �\ �\ �\ 5/1/14 CHANGED NEW SHOP WALLS TO SPLIT FACE CMU SPLIT FACE CONCRETE MASONRY UNIT \TIJ \YL 1 \YJ/ SPLIT FACE CONCRETE MASONRY UNITS,COLOR TO MATCH REDUCED NEW OVERHEAD DOORS HEIGHT TO 16'; SHERWIN WILLIAMS GULL GRAY HC-132;SEAL WITH TWO i I TYPICAL COL R TO MATCH EXISTI G OVE HEAD 0 COATS SHERWIN WILLIAMS H&C SHIELD PLUS(CLEAR); GENERAL CONTRACTOR TO PROVIDE SAMPLES PRIOR TO ORDERING. __T.O.New Wall1 TTT 123.000 V METAL COPING,DOWNSPOUTS,GUTTERS,&CONDUCTORS PREMANUFACTURED METAL BUILDING COMPONENT COLORS ' TO MATCH ROOF COLOR. � __T.O_ExistWall I1 c- m 716.000' V Lf) 77 I N T { I KAWNEER TYPE 450 ALUMINUM FRAMES,BLACK ANODIZED L r-r—r-r-r I f T-r_T_T_ .-r..-t-TL FINISH WITH 1"LOW E INSULATED GLASS Second Floor >< L m � O CONCRETE MASONRY UNIT,FLAT FACE,ONE COURSE, N m' ---- -ter-I - -- - - - PAINTED SHERWIN WILLIAMS BLACK `r F T T--r L,L. 1_l _.. -._L1_.' iw'� -TTT—' ---rT' CONCRETE MASONRY UNIT,FLAT FACE,TWO COURSES, A� T -rr r- r-1-TT-m _ - ]'1. _1'1 �_ -__ -.,. _ _ T.O.Slab PAINTED SHERWIN WILLIAMS GYPSY RED SW-6865 W •— �, L -----100.000' V \: > 3 WHITE RDD IBBED MECMUTAA CMU LIS SIDIT TO:EXISTING NG ABOVE_MU M T=BUILDING •/ U ( N TYPICAL BOLLARD 6"DIAX STALL STEEL PIPE BOLLARD / South Elevation-Proposed PAINTED SAFETY RED,SHERWIN WILLIAMS SW-4081 V m 4 RYDER-Grapevine,TX Xm L0 Masonry Percentages � Q ! I ! ! ! o to .-. I i Full Height Block an N&S(none on canopy)/Full Height Block on E&W-New L5 Ch (n I I 5.33 FT Partial Height Block on N,5&E-Existing I I I I I Total Wall Area J ( I I I I Building Location (Existing&New) Area(SF) Description of Area 5/1/15 CHANGED NEW WALLS TO CMU 3 [=st -new 671 618 Full height block from grade(not canopy) south-exist 430 115 5.33 FT high block from grade Revisions 1 exist 1210 336 5.33 FT high block from grade Rev.# Descri ion Date new 1030 1030 East Wall of new shop(exposed area only in calculation) s Re,.cWU E cr sni2c14 _T.O.New Wall /1 •exist 278 46 5.33 FT high block from grade 123.000 V -new 671 618 Full height biockfrom grade(not canopy) E •new(wall) 2276 2276 Full height block RED BAND est-m—(c.n.py) 582 o New metal /�W7T O Exist Wall south-office tower 337 337 Full height block --116. 00' east-office tower 352 352 Full height block i north-office tower 417 391 Full height block BLACK BAND westffieetower 391 391Fullheightblock -a LL _Seco s o>r Flo aal(exst&new) 6645 e5361Total Block Are. PROJECT NUMBER 15-ET1276 109.000, ' 16 Masonry% Working Draft-Rev J 5/5/2014 B ___T.o_siab_&� Elevations-Proposed 100.000, 5/1/15 ADDED 64"TALL CMU WAINSCOT TO EXISTING WALLS 2 East Elevation-Proposed 3 Q 3 Mason Percentages Chart 5 1/8"=1'_0" 5 12"=V-0" ORIGINAL SHEET SIZE 22"X 34" (, J EXHIBIT A' TO ORO• �DI _ CASE NAME:R TRUCK RENTAL v CASE NUMBER::CU1DER 3 Page A Of� LOCATION:1100 TEXAN TRAIL AND j,� �J�++ 1150 E NORTHWEST HIGHWAY 4 6 6 3 } O -MAYOR SECRETARY-- 6 OATE: 2 s OZ PLANNING AND ZONING COMMISSION ET : .. .. A-ision Solutions Naha,, 3 CHAIRMAN i DATE; O KeyPlan g SHEET, 9 G1F 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR a 5/1114 REDUCED NEW SHOP DOORS TO 16'TALL ORDINANCES. I H 7 DEPARTMENT OF DEVELOPMENT SERVICES HANGED NEW SHOP WALLS TO SPLI FACE CMU T 3 2 I I I I I I I I I 3 T.O.New Wall L1 —_—_—_—V 5/1/14 EXISTING FUEL 123.000' CANOPY TO REMAIN O • I i ( � m T.O.Exist Wall7 7L O N 116.000• t 1 1 I I , 1 i 1 1 r rT o r x � m 'n-1- c) [1�Second Floor _1_L L� L L_; L o v 109.000----- i --------- - Tr-r-Fr�- 3 m L7.1. _1 L.t T., i T. J L 1.._JL 1 I 1. LLl_ I 0 [1-T.O Slb— —-----1 jT.Q.SIpb_&1000 II Al Q00. 100.00o N YJ L U Q (D �,N 1 North Elevation-Proposed L U N s 1/8..=T_01. (n a X -0I— T T QA B C D 3 E Imo j Q i Q Q Q N NEW SHOP CHANGED 112 WALLS TO CMU J Q Q i Q I I I I C1.6 LL T.O.New Wall I l t 1 1 1 I I I Revisions Q�j I I _T.O_New Wall I1 123.000' 123.000-V Rai-u MU Date 3 Rev H GMU Fatet'n 5/1/2014 J__iL�.I y TTTTTTT-TTTTT-fT, I . T.O.Exist Wal l - � [� _ _ �--rn-m�T-r- I T_O E_xist a Wll Il 116.000' 116.000' _ � I I I I I I I I I I I I I I I I I I I 1 I 1 I I I � I I 1 J—LJ_l. LL_I I I I 1 1 1 1 1 1 [�Second Floor _L __1.... _.t. -i_t_.T-...t.-r._r __T.r_T_.... _L__1_�.i....l_L_L i i --i_L_i-i 1_.i__i_L-_Li 1...1..._t_.1__L__u__t..L__1_�LJ.i_J__i. _.i_ _..J._1...L. 1 _Second Floor& _L-i...LL_LJ L_LL-L.... �I 109.000' 1 109.000' FI PROJECT NUMBER 15-ET1276 OW. slabT.O.Slab Working Draft-Rev J ------fl �00.000 100.000 5/5/2014 Elevations-Proposed Office Tower West Elevation West Elevation 4 Partial East Elevation 2 West Elevation-Proposed 6 1/8"=V-0" s 1/8"=1'-01, 6 1/8'.=V-0" ORIGINAL SHEET SIZE 22"X 34" EXHIBIT_TO QgD dol4-3/ .ftdmr page--- /0 of-1/ I T- I I I I I I T.O.Exist Wall (] T.O.Exist Wall I1 116.000' --11-6-00-0 .-. � 1J L-1_L._ _I��L1L_ ET . L I_.l _L_. Ii _ 5ond Floo �1_JL L �_ _,ecodFloo 0900 �I)7I IIIInr11,1%•r t till tl l(; , I_L.L..11_L_L1J_L_LJ—LJ LLL. I J� LJ_1_L1.I I I I I I I I I I I._ LJ-J J .A._1 L1_L�� ,_ -LL-_LLl L...L 1 !_L_L1_L I JI L 1-L_1_11....1 1_1 I ..1_.1_J—LL_ -- . 1 _L _I J T,O_Sl 01 /1 ---- T100.0 b n �. 1.--L-I 100.000-v 100.000�1 1 Office Section Looking North 2 Office Section Looking West Ci)Section Looking West to Proposed Shop 1/8"=V-0" 1/8"=V-0" 118"=V-0" I I I I I I I I I I CD i I I I I u') m I I I I I o L co i- r` o TT.O.New Wall N co_—_—_—_—_—_—_—_—_—_—_—_—_—__ 3 �" ~ � 123.000c-- 4-4 '-T-t-r{��'-/r-fr� -T-_i-T T"7-T"�`PT' h rl'�1 1T-T-T-I ' n' W 1_.7-T'"'T'T""r"T-TT71-�1 l-'i i-l--f..T._ > ^, Q L1 rT1-1T1- a) �T.O.Exist Wall I- J -rTTTrrm��T-r-rTr •\ Q 0.o0o'--- j / N ca West Covered Bay SSecond FlCL oor_ Existing Shop N i v 109.000' U m [Ti T.O.SIab FS . m O N 4 Lon Section-Proposed o to (m N g p � � -0 LL CASE NAME:RYDER TRUCK RENTAL Revisions Rev.# Descri ion Date CASE NUMBER:CU14-13 s 014 Rev H e u E ter ill - LOCATION:1100 TEXAN TRAIL AND ` a Rev.l oum ter alu sis�zola I` 1150 E NORTHWEST HIGHWAY MAYOR SECRETARY I LL DATE: PLANNING AND ZONING COMMISSION i _ 7 i r PROJECT NUMBER 15-ET1276 - --- cHA1RMAN - - - - - - -..-.. -i - - - - - a i ' Working Draft-Rev J DATE; I ! 5/5/2014 SHEF_T: 10 OF 11 I ® Sections .. - .. 1 _ -. NORTH APPROVAL DOES NOT AUTHORIZE ANY �I WORK IN CONFLICT WITH ANY CODES OR 4 ORDINANCES. Key Plan DEPARTMENT OF DEVELOPMENT SERVICES ORIGINAL SHEET SIZE 22"X 34" 1 EXHIBIT TO 404A p201 31 CASE NAME:RYDER TRUCK RENTAL CASE NUMBER:CU14-13 � �I LOCATION:1100 TEXAN TRAIL AND -Cftdar Page Of I_ 1150 E NORTHWEST HIGHWAY - MAYOR DATE; PLANNING AND ZONING COMMISSION ET rn;iro-+rn•'nc�l CHAIRMAN li..ion >"uLt limi,a Giluc' DATE: S1fEE7' 11 OF 11 APPROVAL DOES NOT AUTHORIZE ANY Lk WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Fuel Canopy North 2 Fuel Canopy West 3 Fuel Canopy South 48'-0" NO GATES;TALL BOLLARDS ALLOW FUTURE GATES CO {;,_,. '_.':`• . '.J:`.'. :.d'- .• . .. -.,,.. ..`;:. :,,..... ..,.;'. STOCKADE TYPE WOOD POLE FENCE LO N o i L j 6"X 5'TALL CONCRETE FILLED BOLLARD,RYDER RED X X O CO I 6"X T TALL CONCRETE FILLED ~ N m BOLLARD;SET MINIMUM 36" Q j [ BELOW SLAB IN CONCRETE Q i •> Q N 4 Dumpster Enclosure South Elevation - - 5 Dumpster Enclosure East Elevation o n' L Wco U 48'_0" * V06 C L rl�irll L X LID o�r� � Im O ,� N o LO cm cn � J Q 4 X 6 RAILS I Revisions 44 Rev.# Descri ion Date 6 X 6 PRESSURE TREATED a Rev j Dum et—Enos sisiaot4 POSTS AT 8'O.C.;EMBED o — MIN.24"IN CONCRETE I Eo 8 u) Dumpster Isometric z Z 0 DUMPSTER ENCLOSURE;SEE m b IL DRAWINGS FOR EXACT LOCATION Q PROJECT NUMBER 15-ET1276 O N ---�S W48 Working 5/5D/2014 Rev J o (V I SHEETS Fuel Canopy and _ Dumpster 7 Dumpster Enclosure Plan 4 9 Stockade Fence Interior Ke Plan NORTH ORIGINAL SHEET SIZE 22"X 34" a g 1/2"=V-1)"