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HomeMy WebLinkAboutORD 2019-026 ORDINANCE NO. 2019-026 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS, ISSUING CONDITIONAL USE PERMIT CU19-09 TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU15-36 (ORDINANCE NO. 2015-49)TO ALLOW FOR THE DEVELOPMENT OF A 27,103 SQUARE FOOT OFFICE WAREHOUSE FOR LOT 5R AND LOT 6, BLOCK 1, GRAPEVINE STATION ADDITION (1044 AND 1046 TEXAN TRAIL) IN A DISTRICT ZONED "BP" BUSINESS PARK DISTRICT REGULATIONS ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning and Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: I Ordinance No. 2019-026 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 No. CU19-09 to amend the previously approved site plan CU15-36 (Ordinance No. 2015-49) fora planned business park, specifically to allow for the development of a 27,103 square foot office warehouse (McMillan James) in a district zoned "BP" Business Park District Regulations within the following described property: Lot 5R and Lot 6, Block 1, Grapevine Station Addition (1044 and 1046 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. 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. 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. Ordinance No. 2019-026 3 Section 7. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. The fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 21st day of May, 2019. APPROVED: William D. Tate Mayor ATTEST: F GRAPE` Cr," \\ . I Ir Tara Brooks City Secretary -- * * APPROVED AS TO FORM: City Attorney Ordinance No. 2019-026 4 6 4 3 2 at�oh JIM;, 10,111111 LOT BLOCK CAD. A SLIDE I I I12914 R.FRI., t 2 I J ZWEO: CC I _ I BU -43 _ I I I I I 1 ll y 1 -a -'Y- -- -- -- -- -- -- \ c \ \ \ BLOCK NI-CY \ .502 AG ZONED C� r P O a� BLocrc4' y CF eR� 0NNBEDa G7 — LOT LOT T BIS K 0.01 AOON\ ZONED B IT /��.y-/�-. LOT1 1 \ - r / \ FYI i l l D 0P \ 6 \ 1 LOT2 1.31 I i 1 \ �1 1 11 1 F�L ST Pag� �_ of x D o 5a lou 200' LOCATION VICINITY MAP NOT TO SCALE Z018N0: 9 0-"— PARKOIBTWCT PRWIOSED PONCWAL U9E8: PROFEB810NN.URTCE, WAREHOUSE GENERAL NOTES: 1, TH:PR ERTY IS CURRENTLY ZONED'BP' BUSINESS PARK DISTRICT. 2, THE OIRRENTLANDUSEDESIGNATKNASCONTANEDNTHECOMPREH SNEMASTER PLAN IS COMMERCIAL'CO'. 9. ALL REWIRFAIENTSOFSECTION 12 BUSINESS PARKDISTRICTSHALL BEMET. 4. ALL REOUIREMENTSOFSECTIUN531ANDSCAPNGREGULATIONSSHALL BEMET. 5. AL LREWIREMENTSOFSECTIQN540FF-STREETPMKNGREWIREMENTSSHALLBE NET, 6. ALL REQUIREMENTSOF SECTION60 SIGNSTANWRDBSHALL BE MET. 4, ALL DLMPSTERSSNALL BE SCREENED N ACCORDANCEWITH SECTION 5083.SECTION 50B 3 REWIRES ALL REFUSE W MPSTERS TO BE VISUALLY SCREENED BY A SOUD WOOD FENCE OR WALL ONE FOOT ABOVE THE REFUSE W MPSTER NOT TO EXCEEDS FEET N HEIGHT ON ALL SIDES (EXCEPT THE SIDE USED FOR GARBAGE PICKUP)', SUCH SIDES SHALL NOT SE REWIRED TO BE SCREENED UNLESS THE SERVICE SIDE OF THE REFUSE STORAGE AREA IS VISIBLE FROM RESIDENTIALLY ZONED DIST RIOTS. B. THE OIMPSTERS ILLUSTRATED ON THIS SITE PUN SHALL BE 80 IN H EIGHT AND HALL BE CONSTRUCTED OF MATERIALS SIMILAR AND COMPLIMENTARY TO THE 0U LDINGS. S. ALL LIGHTING MUST COMPLY WITH SECTION 550E THE CITY OF GRAPEVNE ZONING ORDNANCE, LIGHTING ELEMENTS MUST BOT BE VISIBLE FROM A PONT FIVE (5) FEET ABOVEGROUND MEASURED AT ALL PROPERTY LINES, PHYSICAL TESTING OF ILLUMNATKNJ LEVELS MUST BE PERFORMED TO VERIFY COMPLIANCE WITH PHOTOMETRIC STUDY. DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. NO OCCUPANCY, INCLUDING TEMPORARY OCCUPANCY, WILL BE PERMITTED UNTIL THE ABOVE REWIREMENTS ARE MET. 10, ALL PARKING FOR DSABLED PERSONS SHALL BE DESIGNATED ACCORDING TO CHAPTER 23 SEDT ON 2384 THROUGH SECTION 23.69 OF THE CITY OF GRAPEVNE CODE OF ORDINANCES. THIS DESIGNATKMI 15 THE BLUE HANDICAPPED SIGN REW IREMENT. 11. A —AL PARKING SPACES 9 X 1B FEET. 12, THE MINIMUM D—NG LANE WIDTHS N ALL PRNATE PARKING LOTS WNH BDDEGREE PARKING IS A MINIMUM OF M FEET (BALK TO BACK OF CURB). 13, ALL REWIRED OFF.STREET PARKING AND LOADING AND DRNES, VEHICLE (AUTOS, TRUCKS. TRAILERS, BOATS, ETC.) SALES, DISPLAY AREAS AND OUTSIDE STORAGE AREAS N ALL DISTRICTS SHALL SE PAVED TO A MNMUM STANDARD EW NALPNT TO _CH CONCRETE SLAG WITH 6 NCHES X 6 NCHES BY 6 GAGE MESH VIRE OR A 2 NCH HOT MIX ASPHALTIC CONCRETE OVER 6 NCH CRUSHED ROCK BASE. 0 0 U' O W z uZ� 0 l(7 O U r` LOT SUMMARY Lli Lu UNRS REWIRED LOT 1R.I. BLOCKI LOT 2. BLOCK LOT 1R2, BLOCK BLD03 LOT 3. BLOCK DL LOT 4, BLOCK BUDDB LOT SR, BLOCK LOT BLOCKI BLDG1 LOT), BLOCK LOT1R-A1,BLOCK 8LOG2 LOT 1R &2, BLOCK 3 LOT 3R. BLDCK3 LOT 9R1, 0LOGK4 LOT 30.28LOCK4 lOT 9R3, 0LOCK4 LOT 2A2 BLOCK 2A LOT 2A1. 0lOLKU SITE TOTPLS F a�Z ZONING La BP BP BP 8P BP BP BP BP a- LL BP BP GC CG CG BP BP LOT LOCATION Lij O (9 PERIMETER PERIMETER PERIMETER PERIMETER PERIMETER INTERIOR INTERIOR INTERIOR PERIMETER PERIMETER PERIMETER PERIMETER PERIMETER PERIMETER PERIMETER PERIMETER LOT 0 IF 90000 MIN 459244 IF 18919.9 IF d B]4IF 2 90 ]29 IF 491580E Bfi 0028E 368535F 39 -IF &3656 F I.SIESF 5421 45F 8540) F S 427WSF 4346]SF 85.985 IF 594823E 6B] M, 895E OPEN SPACE SF %OF LOT MN X% OF SITE 15,24885E 332% 15,241 IF 328% 5,5)5 SF 13% 4,8583E 8,480 IF ZO% 13,959 Sm A F 16X RZ10 SF 29% 39,851 GF 32496 N, 612 IF 11,51%SF 20% 17,268 Sf 213 10,3Y1 Sf M% 14, 308 IF 33% 10,495 GF 20% 1537;4%$F 31% 218,895.25E 315% PAVEAREA$ SF - 25,210.8 $F 150X) 23(8 SF (51.2%) VZIA (61X) 21.&OSE WO (60X) 24,6365E (5]%) 90,0559E (IPM 20.)T98 SF (50.6%1 2)9]35, (52%) 14369 Sf 20.403SF 403 (21%) 29,105 IF 41% 40.0135E 01X 26,3165E 5]X 21,1BB IF 66% fi5.2205F 58% 26, BBB SF 40% BRE: VEHICULAR PEDESTRIAN IF SF _ 26,121.06E 1,141 IF 2i,185.95f 20355E 25,5015E 16545E 204935E 1,D47 IF 33,501 SF 1.1M SF 245885E 4,3805E 1191 Lel 1,198 SF 182115E 1,1823E 4 SBSSF '1.—S %,1555, 206033E SM.5 IF 5920.55E 34550 IF 3,4586E 248965E 3.d1BSf 22A]25F 1,8865E 445823E 9.828 SF 1599]5, 4881 $F IMPERNOUSARE4 F %OF LOT MAX 80%OF SITE 30,BT/.B SF 31.2MBSF 612% 34,288 IF 0)% 91,8135E BAA 34,6893E 8096 51, f BO% 60.8818 SF 83.1X 30,6555E P% 63,5045E 84.3% 20,4035E 20% M,9143F BO% 48.181 SF 44% 32.428 SF )e% 29,4815E BBX 55.0105E SLI% M,1885� 88% 820,%2.1 70— 0.9%PARKING PARK N.SPACES - (MN) 61 (41 REQ) 55155 REQ.) 40(20 REO) 31(20 REO) 32(21 REO.) M(N REO.) 42 (39AE0) 38 (39 REGI BB (6J REO) - ]B EXISTING, 18 fi0 (80 REO.) 51(51 RE01 SI (32 REO) 11](111 REQ) 63(40 RED) ACCESSIBLE - (MIN 3(2 REO) 3(3 REO.) 2(2 REQ) 2(2 REQJ 2(2 RED) 4(9 REQ.) 2(2REOa 2(2 REO) 4MREOJ - NEW = 9] TOTAL 313 REQ) REQ.) 2(2 REO.) 5(fi REO.) 212 REQJ _ VAN ACCESSIBLE (MIND 1 (1 REQ) 111 REQJ i (1 REQ) 1(1 RED.) I N REO,) 1(1 RED.) I (1 RE QJ i (1 REO) 2(2 RED) - I (1 0.EOJ 1 1 (1 REO.) 1 (I REO-) 4(l REO-) 2 (1 REO.1 NUMBER OF ONG OUIL3 1 2 1 1 1 1 1 1 1 2 2 OREHOU OFFICE & OFFICE& OFFICE& MEDICALE MEDICAL& SHOWROOM& PROOFFICENAL PROPOSED USE - - MEDICAL OFFICE MEDICAL OFFICE V,IAREHOUSE VMREHWSE WAREOFFICHOUSE WAREHOUSE WAREHOUSE YYN961WSE 4YAREHWSE WAREHOUSE WOFFICE AREHOUSE WAREHOUSE - OFFICE MEOICA10FfICE PROFESSIONAL OFFICE PROFESSIONAL OFFICE PROOFFICENAL OFFICE OFFICE - HEIGHT STORIES FT A.0 1 STO MPX. 50' 26' 21' 1 24' 1 34A2 1 24' T 1 35.90' 1 n, 35TORIE3 50 I STORY 30 1 STORY 90' I STORY 30' 25TORY 1 STORY - BUILDING: AREA IF MAX Sm S., IF 118% ),1565 1S0% IS..6IF 231b 10033IF 1 % 10,0335E 29% 1 32% 10,082IF 21% IS IF 25% 1). 155IF 19X 0 096 21808 SF 39% 8.1X8SF 1?4 Rt16 SF 1896 5, 132 IF 12% 31, B50 IF 31X 8,9005, 18% 191,538 SF MIN ARAICI SEPAMTIONS FT NON E 2D 20' 35'MN 41 MIN 6TMIN 28MIN 20'MIN 20' MN 25'MN - - 2D'MN 20'MN 20'MN 4'MN -MN BLDG - NIA N2A 2.000 SFOFFICE 8,0560E 2000 IF OFFICE 50S96F ZOSO SFOFNCE 8,09J SF 1 ,8835 O ICE 8,120 SF - - - 21,908IF OFFICE NIA 5.—MEDICAL 23M IF 3,0]BSFMEDCAL 2,0595E - - - OISTRIBUTK)N WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE PROFESSIONAL PROFESSKFNAL LOT BLOCK CAD. A SLIDE I I I12914 R.FRI., t 2 I J ZWEO: CC I _ I BU -43 _ I I I I I 1 ll y 1 -a -'Y- -- -- -- -- -- -- \ c \ \ \ BLOCK NI-CY \ .502 AG ZONED C� r P O a� BLocrc4' y CF eR� 0NNBEDa G7 — LOT LOT T BIS K 0.01 AOON\ ZONED B IT /��.y-/�-. LOT1 1 \ - r / \ FYI i l l D 0P \ 6 \ 1 LOT2 1.31 I i 1 \ �1 1 11 1 F�L ST Pag� �_ of x D o 5a lou 200' LOCATION VICINITY MAP NOT TO SCALE Z018N0: 9 0-"— PARKOIBTWCT PRWIOSED PONCWAL U9E8: PROFEB810NN.URTCE, WAREHOUSE GENERAL NOTES: 1, TH:PR ERTY IS CURRENTLY ZONED'BP' BUSINESS PARK DISTRICT. 2, THE OIRRENTLANDUSEDESIGNATKNASCONTANEDNTHECOMPREH SNEMASTER PLAN IS COMMERCIAL'CO'. 9. ALL REWIRFAIENTSOFSECTION 12 BUSINESS PARKDISTRICTSHALL BEMET. 4. ALL REOUIREMENTSOFSECTIUN531ANDSCAPNGREGULATIONSSHALL BEMET. 5. AL LREWIREMENTSOFSECTIQN540FF-STREETPMKNGREWIREMENTSSHALLBE NET, 6. ALL REQUIREMENTSOF SECTION60 SIGNSTANWRDBSHALL BE MET. 4, ALL DLMPSTERSSNALL BE SCREENED N ACCORDANCEWITH SECTION 5083.SECTION 50B 3 REWIRES ALL REFUSE W MPSTERS TO BE VISUALLY SCREENED BY A SOUD WOOD FENCE OR WALL ONE FOOT ABOVE THE REFUSE W MPSTER NOT TO EXCEEDS FEET N HEIGHT ON ALL SIDES (EXCEPT THE SIDE USED FOR GARBAGE PICKUP)', SUCH SIDES SHALL NOT SE REWIRED TO BE SCREENED UNLESS THE SERVICE SIDE OF THE REFUSE STORAGE AREA IS VISIBLE FROM RESIDENTIALLY ZONED DIST RIOTS. B. THE OIMPSTERS ILLUSTRATED ON THIS SITE PUN SHALL BE 80 IN H EIGHT AND HALL BE CONSTRUCTED OF MATERIALS SIMILAR AND COMPLIMENTARY TO THE 0U LDINGS. S. ALL LIGHTING MUST COMPLY WITH SECTION 550E THE CITY OF GRAPEVNE ZONING ORDNANCE, LIGHTING ELEMENTS MUST BOT BE VISIBLE FROM A PONT FIVE (5) FEET ABOVEGROUND MEASURED AT ALL PROPERTY LINES, PHYSICAL TESTING OF ILLUMNATKNJ LEVELS MUST BE PERFORMED TO VERIFY COMPLIANCE WITH PHOTOMETRIC STUDY. DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. NO OCCUPANCY, INCLUDING TEMPORARY OCCUPANCY, WILL BE PERMITTED UNTIL THE ABOVE REWIREMENTS ARE MET. 10, ALL PARKING FOR DSABLED PERSONS SHALL BE DESIGNATED ACCORDING TO CHAPTER 23 SEDT ON 2384 THROUGH SECTION 23.69 OF THE CITY OF GRAPEVNE CODE OF ORDINANCES. THIS DESIGNATKMI 15 THE BLUE HANDICAPPED SIGN REW IREMENT. 11. A —AL PARKING SPACES 9 X 1B FEET. 12, THE MINIMUM D—NG LANE WIDTHS N ALL PRNATE PARKING LOTS WNH BDDEGREE PARKING IS A MINIMUM OF M FEET (BALK TO BACK OF CURB). 13, ALL REWIRED OFF.STREET PARKING AND LOADING AND DRNES, VEHICLE (AUTOS, TRUCKS. TRAILERS, BOATS, ETC.) SALES, DISPLAY AREAS AND OUTSIDE STORAGE AREAS N ALL DISTRICTS SHALL SE PAVED TO A MNMUM STANDARD EW NALPNT TO _CH CONCRETE SLAG WITH 6 NCHES X 6 NCHES BY 6 GAGE MESH VIRE OR A 2 NCH HOT MIX ASPHALTIC CONCRETE OVER 6 NCH CRUSHED ROCK BASE. 0 0 U' O W z uZ� H J c J G � Z X W H ui � J F W W a In SHEET CS100 01 OF 12 .IOR IMn FT 0 l(7 O U r` Lli Lu � H Z W 00 U F a�Z z La Lu C-6 a g a Lu a- LL �_ LL Of �y OLIJ Ly Lij O (9 (n CONDITIONAL USE REQUEST OIL— II A REOVEST TO Q J LL Q AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CU I 530(0—Ml 049) MR A PIANNEDBUSNESSPARK r3 m O G C SPECIFICALLY TO ALLOW FOR THE DEJELOPMENT OFA 27.103 SOUARE FOOT OFFiCENYAREHOUSE. Z i' H H O U H J c J G � Z X W H ui � J F W W a In SHEET CS100 01 OF 12 .IOR IMn FT 6 5 4 no PA ■ 3� 1 ui pa�'L HUM _— "—' I J .�— �� ^JMMON PCGESS.IHILIF0863fR iCE EASEMFNT It, �^ fteLQDK, I � H E2 CAR A. SLID Ii.T6PP,C- I � �II. \ �� �_ Y A DNAINAGE EAE[MENI I�'� r-OMM N.ce1E5 AN DE Rt63 PA --T C.I 1 " SITE PLAN NOTES i] B-CONCRETECURB(TYP) PAVEMENT STRIPING Hi 1) ❑3 ACCESSIBLEPARKINGSPACEANDSTRIP.G. I] BARRIER FREE PAMP ❑$ ACCESSIBLE PARKING SIGN ❑B PRNATE SIDEWALK ❑7 STANDARD PAVING PER SECTION W B(REF, SHEET CP100) R. BRICK PAVERS 9❑ DO PETER.SCREENING ENCLOSURE(REF. ARCH. PIANS) 1D 4' LOADING DOCK 11 MONUMENTWALL(REF. ARCH.PIANS) 12 STRUCTURAL BEEN.. WALL (REF. ARCH. PLANS) 13 RETAINING —1(MAX. 30� 14 STAIRS iS VAN HANDICAP PARKING 16 PROPOSED WATER M ETERS 17 PROPOSED ELECTRIC PULL BOX 18 SEOIRE METAL FENCE 17. PROPOSED O COMBO INLET 2O COVERED PARK.. 21 PROPOSE. DROP CONCRETE CURB BE BUILDING ENTRANCE NAGE EASEMENT S DRp�1_U.� t ASJC�E4..- 3f FIDE ISN- RAPEV ESTA O11, E2RA PROPe IIESL C CA6 LIGE 0336PN R02122 29P i SITE DATA SUMMARY GENERAL O CASENUMBER C.— NAMEOFPROJECTRIEVELOPMENT MJ OFFICEN 8.1.7 PROPOSED USE OFFICEAND WAREHOUSE EXISTING ZONING DISTRICT BP PROPOSED ZONWG DISTRICT BP OVERALL SITE GROSS SITE AREA 65002 SF H 492 AC) SITE WIDTH 3QiS FT (MN SITE DEPTH 236.6 FT(MAX) IMPERVIOUS SURFACE AREA 110AC PERVIOUS SURFACE AREA D30AC OPEN SPACE(AG 6%) 13250SF(20%) BUILDING U TOTAL GROSS INTENSITY (FAR) 0501 TOTAL SQUARE FOOTAGV 27.1(0 EF COMMERCIAL SQUARE FOOTAGE' "J. SF PROPERN DEVELOPMENT REGULATIONS BUILD.. COVERAGE 20,)88$F LOT AREA PROPOSED =1AO PG LOTIMDTH 3095 FT(MA1D T DEPTH 2)5.6 FT (MPYJ SETBACKS z FRONT SETBACK -T SIDE INTERIOR SETBACK 15 FT REAR SETBACK 25 FT MA% STRUCTURE HEIGHT (PERMITfE06 PROPOSED) PERMITTED =60 FT PROPOSED =33 FT MAX NO. STORIESIFLOORS(PERM ITTED& PROPOSED) PERMITTED . X FLOORS PROPOSED =2 FLOORS WN REIRED PAIDO RATIO- OFFICE 5 1 SPACEI )00 BF FLOOR AREA. BE SPACES REQUIRED PARKING RATIO WAREHOUSE 1 SPu1000 SF FLOUR A 0.EA=BSPACES TOTAL REWIRED PARKING 70 SPACES PARKNG(TOTAL) 70SPACES HANDICAP PARKING 4 SPACES LOADING SPACES 15P_ ACCESS POINTS 3 'REF. ARCHITECTURAL PLANS FOR EXACT USE SQUARE FOOTAGE$ WARNINGI CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY & HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST ]2 HOURS PRIOR TO BEGINNING CONSTRUCTION. Page L cP, of x D 0 10' 20' 40 LEGEND C GU ER XXXX---- Ex.OF— CONTO FELEvnTION PROP GNAOECONTOURELEv N — — STORMSEWER— I— W — W — WATER ONE ___SS___ saaRARY$FwBR LNE FIREAANE YMLL G — G UNDERGROUNDG—NE —T—T—T— UNCERGFOUNC TELECOM UGE UNEERG NDE1ECTPII FENCE e� UTLTI LE SOULARD Ea IAITPOLE ® WA$iF WATER MANHOLE Co. cLEANouT ED o-1F.1E11ADLT FIREHYDRANT 1 WATER vaLVE O$TORMIIPANMANHOLE ®® 3TCRM ORAN— INLET n® RACV1OWPREVENTER .ry FIRE DEFARTME 7CONNECTION CITY OF GRAPEVINE BENCHMARK LIST'. SOURCE BENCHMARK CIN OF GRAPEVINE MONUMENT NO. 7, DESCRIBED AS A 1 Y ALUMINUM ROD WITHCAP SET 0 I BELOW ACCESS COVER. ACCESS COVER IS STAMPED "CITY OF GRAPEVINE, MON. T. MONUMENT IS LOCATED AT THE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE HEADQUARTERS ON FWRWAY DRIVE, (110 FAIRWAY DRIVE) ELEVATION = 585.76 SI7E BENCHM4RK i' X CUT SET AT THE NORTHEAST CORNER OF A CURB INLET. ELEVATION = 623.00 SITESITE BENCHRK�, XCUT IO AT THE SOUTHEAST CORNER OFA WATER VAULT. ELEVATION = 632.0] SITE BENCHMARK 3, X CUT SET AT THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 94.90' NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION = 626,42 eksi1v R, / J cU d G � Z d LU W J Y- O ~ U r H W H W S (L ) SHEET CS101 02 OF 12 _IF1R NTl n O � U DO 1- co W w ~ F - Z O0 O U c. F ` d Q C;6z W i a UW I_ F- z (n U- Er OOw Q a W Y < W J_ Q CONDITIONAL USE REQUEST CIIN A REOVEST TO Q O AMEND THE PREVIOUSLY APPROVED SITE PLAN OF W rl m O W W 1538 (ORD.201SO40)FORA PLANNED BUSINESS PARK SPECIFICALLY TOALLCW FOR THE Z } DEVELOPMENTOFA 27,103 SQUARE FOOT OFFICENJMEHONSE N t O U J cU d G � Z d LU W J Y- O ~ U r H W H W S (L ) SHEET CS101 02 OF 12 _IF1R NTl n rd■ 5'LONMOY 4CCE l SOR NAGE � J•LAP ' L — MEN%rn , � ,DE G''6'i•L iC.l — y NAGE EAEEMENT .� 1 C M. 1— �N UOMMON�; �A. SLI4,LL9,ILH RR.i4 _ IIT FND .EI ' 1 FlR: LANE 5 Lo Locrc2 4 PH E_lasCA6. A. .SL!D 183.E I T C' X CU -F Nf I S�-a Bp.00•Ny. �� FAJENi 10 EPACE SFJ( SS U�ILITYBflH,a1NA�.E EAS 6�9s 51FD• � _ 6SPAQE __— �- 16SO S 35TAIfl5 BRIEF Fi MAA ER KE LEVEL 1 8 1,s-A—EEA FIT i B9 moi" -9,120 SQ. T. WAREHOU >.,LE916 eercr ry 4 -11, 9 SQ. F GROSS 0 5R ESQ. E OFFICE (MINUS CIRCULA 55 Nd6, ' LEVEL 2 WMPSTEF RET"NNG -11,4 SQ. FT. OFFICE GROSENCLOSURE 1 waL FFE= 627.00' I I N 1 ,0.9Y 65TAIR5 REF. BUILDING PLANS FOR EXACT I BUILDING PAID DIMENSIONS LOT3ELOCK2 19.82' IT} g NESTA _ '36MN. 20'7 ME 7■ 5ELOGK2 \\\ 0 1 /� MAGNUM HUNTED FES IYEV/NE STATION CAO A IN]n021I25888)R \ GE RAEEl,IEN� ) �JL6'7 .A IfCILITY ROHF ftl:C 9 I �� 30� COMMON y'EINEi ,SLIDE 9'63 / �� FIF I=E LANA _ 1 APE E STA of SLIDE plaRD2t22 0 029 29 PE 2 R Es L / 1 RCAEV P. .TCT C CT O II t ) 1 ARTR rAEt CA SLI 9169 L CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY &H LZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CITY OF GRAPEVINE BENCHMARK LIST SOURCE BENCHMARK CITY OF GRAPEVINE MONUMENT NO. 7, DESCRMEDASA 12' ALUMINUM ROD WITH CAP SET 0.6' BELGW AOCESSCOVER. ACCESS COVER IS STAMPED -CITY OF GRAPEVINE, MON. 7•. MONUMENT IS LOCATED AT THE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIRWAY DRIVE) ELEVATION =585.76 SITE BENCHMARK V X CUT SET AT THE NORTHEAST CORNER OF A CURB INLET ELEVATION =623.00 617E BENCHMARK 2: XCUT SET AT THE SOUTHEAST CORNER OF A WATER VAULT ELEVATION - 63307 BENCHMARK 3: X T SET Al THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 94.90' NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION = 626.42 Page _ of LEGEND EASEMENT 16ET6R I ACR of —Y UIRBAGUTTE XXXX EX R— CGNTOUR ELEVATION — GI— —.. ELEVAT STORM EEJ.ER PIPE WATER LME ��—��—� SwRMvSENEa LINE MQ FIRE aNE A L G — G —u- - uNDERc9ourvD CAS LINE —T—T--T— urvIERGR—E101 \\ 110E U— .-RE-1— FErvGE • B0LWE0 p mANSFGRMER � LF;HTP«E ® Y,AGTEY+ATERMANNGLE coo aEANODT m.�.( Is NATEA YVMETERNAULT 1�+ r FIREnrow.rr ® oRM GRAN MANHOLE B� ® ET.F. CRANAGE NLET q ® ana�LaWPREVENTER dd�t1 AFIRE GEPARTMENTCGNNEGTIGN 24.20' S ow NOTES I gI W F 1, SPADES �6.9B.W � o I — I 3. LIMITS OF CONSTRUCTION ARE SHOWN ON THE ER08ION 8, SEgMEMATION CONTROLPLAN(S). MEt EXTENTS OF COVERED PARKNG GF' 340 ?y I 90O LT.:$\ Q JJ I I SI.OD 99PPOES�B' 63�P 12 SPACE 6@9•stOBM' _� i t ' 1N DOZQ EXTENTS OF COVERED PARKNG 9.00 SIR ~ Z LL¢z OU 1 00IX w \ 26.29' tg� A BD � �' 30D2 , . ff 1, s �, m• _vsa' OL CONDITIONAL USE REQUEST W1609 LE A REQUEST TO J Q E ECTRIC $ �,T 2F+0' Z W 1638 (ORD. MI "49) FOR A PLANRIED BUSINESS PARK, SPECIFIGVAY TO ALLOW FOR THE DEVELOPMENT OF A 0 TRA SFORvlER ONCOR HANDH E UNDER GROUN OX g KiU"ENI) FIfiEI \ GE RAEEl,IEN� ) �JL6'7 .A IfCILITY ROHF ftl:C 9 I �� 30� COMMON y'EINEi ,SLIDE 9'63 / �� FIF I=E LANA _ 1 APE E STA of SLIDE plaRD2t22 0 029 29 PE 2 R Es L / 1 RCAEV P. .TCT C CT O II t ) 1 ARTR rAEt CA SLI 9169 L CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY &H LZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CITY OF GRAPEVINE BENCHMARK LIST SOURCE BENCHMARK CITY OF GRAPEVINE MONUMENT NO. 7, DESCRMEDASA 12' ALUMINUM ROD WITH CAP SET 0.6' BELGW AOCESSCOVER. ACCESS COVER IS STAMPED -CITY OF GRAPEVINE, MON. 7•. MONUMENT IS LOCATED AT THE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIRWAY DRIVE) ELEVATION =585.76 SITE BENCHMARK V X CUT SET AT THE NORTHEAST CORNER OF A CURB INLET ELEVATION =623.00 617E BENCHMARK 2: XCUT SET AT THE SOUTHEAST CORNER OF A WATER VAULT ELEVATION - 63307 BENCHMARK 3: X T SET Al THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 94.90' NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION = 626.42 Page _ of LEGEND EASEMENT 16ET6R I ACR of —Y UIRBAGUTTE XXXX EX R— CGNTOUR ELEVATION — GI— —.. ELEVAT STORM EEJ.ER PIPE WATER LME ��—��—� SwRMvSENEa LINE MQ FIRE aNE A L G — G —u- - uNDERc9ourvD CAS LINE —T—T--T— urvIERGR—E101 \\ 110E U— .-RE-1— FErvGE • B0LWE0 p mANSFGRMER � LF;HTP«E ® Y,AGTEY+ATERMANNGLE coo aEANODT m.�.( Is NATEA YVMETERNAULT 1�+ r FIREnrow.rr ® oRM GRAN MANHOLE CASE NAME: MCMILLAIIJMRESOFFK.E RASE NUMBER: WI3GB LOCATION: —TEIIHJ TRAIL', LOT 6R, SLOCK 1 GRAPEVNESTATON ADDITION MAYOR SECRETARY DATE: PlM1NNO AND 2dRNG COMML4SKJN CHAIRMAN DATE 9 —: 3 OF 12 APPROVAL DOESNOTADTHORQEANYWORKIN CONFLICT HATH MY CODES OR ORDINANCES. DEPARTMENT OF DEVELORMENT SERVICES SHEET CS102 03 OF to JOB NO. D_ B� ® ET.F. CRANAGE NLET q ® ana�LaWPREVENTER dd�t1 AFIRE GEPARTMENTCGNNEGTIGN 0 0 Q X NOTES 1. ALL SITE DIMENSIONS ARE TO FACE OF CURB, CENTER OF STRIPING, AND PROPERTY LINE UNLESS OTHERWISE NOTED. W F 2. ALL RADII ARE YUNLESS OTHERWISE NOTED. j 3. LIMITS OF CONSTRUCTION ARE SHOWN ON THE ER08ION 8, SEgMEMATION CONTROLPLAN(S). N F- Z = O Z A. LIGHTING LEVELS AT THE PROPERTYW LINES MAY NOT EXCEED 3.0 FOOTCANDLES. Q JJ a F Z d DOZQ Uw~ ~ Z LL¢z OU 00IX w of O OL CONDITIONAL USE REQUEST W1609 LE A REQUEST TO J Q AMEND THE PREVIOUSLY APPROVED SRE PLAN OF K1 mO Z W 1638 (ORD. MI "49) FOR A PLANRIED BUSINESS PARK, SPECIFIGVAY TO ALLOW FOR THE DEVELOPMENT OF A i' 27,100SQUAREFOOTOFPX;EMNAREHWSE. C U CASE NAME: MCMILLAIIJMRESOFFK.E RASE NUMBER: WI3GB LOCATION: —TEIIHJ TRAIL', LOT 6R, SLOCK 1 GRAPEVNESTATON ADDITION MAYOR SECRETARY DATE: PlM1NNO AND 2dRNG COMML4SKJN CHAIRMAN DATE 9 —: 3 OF 12 APPROVAL DOESNOTADTHORQEANYWORKIN CONFLICT HATH MY CODES OR ORDINANCES. DEPARTMENT OF DEVELORMENT SERVICES SHEET CS102 03 OF to JOB NO. D_ am 61m ?6'f,OMM1iON ACCESS LI pRNNAGE I / � � EA�,EIIF TrpNl EI '-1—L� — x cur FND i CYT.pkAINAGE EABEMENI i1 ._ I� � tS�MMVN ADINEyp 510E R1Ea FF'�',�_� IIE Ae,H IE ,"ON 5. I \ F E�1S AE>•BMAF I 8 � I Ir+� \\ uMMUTI AcuE�li LiuF ese3RAp rc.� �♦ i l I \ zE W � eesmMa I� I xcD-se:a� AN!-= I \ T A8 �a B q�a78 �e &Hall �ARM NE'yA 5L FIE 9�U i PNTGL FASEM1IF'I'p 11 / / ic�z2.m o I 1 RAPEVI E STA ON PN E 2 RA PROP TIER L C CAB. SLIDE 0336IN "T 2d P. TC' R.PR CT O \11 / WARNIN I CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY 8 HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UN DERGROUNDUTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. r IBL lA Fes! 81r a61w0 Gm ISL 7 CoLum I� mph .601 mom O Ylliiin erSL A[ froaQ r•0 Yt - 1' 1BYY OQ RETAINING WALL DETAIL TD�IIE Page — x D 0 10' 20' 40' I ' 1 o�rl.r veal. L UE rRDNT OF OAY — EASEMwTISET6ADN WRB6GUnER E%. GRPCE COImOUR ELEVATION PROP. GRPCE..l.UR ELEYAT sroaM SEWER PIPE — WATER LNE cd z I ® 1 G — G —T—TAT— rE ONOEPGROUNOG—INE \ I \ I UNDERGROUNDTELECOM UNDERGROUNDEIER �\\ I IItiotill" z A I" I(✓+9 1033I Z -R II G�.12 I I I i I AEa15R I LGHT POLE ® —ETE WATER—.OLF co, _ A I ATFa METERNAULT I J /1 �II CONDITIONAL USE REQUEST W19oa IS A REQUEST TO PT lOR­HOLE ® ® / / / �Z71 j I—FLDwPREVENTER j'Y FIRE DEPARTMENT CONNECTION GRADING LEGEND 1030.00 PROP. FINISHED GRADE ELEV. TC TOP OF CURB ELEVATION G GUTTER ELEVATION FL FLOW LINE ELEVATION TW '�— / �c%rENp Tie 6• FINISHED GRADE . TOP OF PAVEMENT HP HIGH POINT ELEVATION ME MATCH EXISTING ® STORM DRAINAGE INLET ® �a B q�a78 �e &Hall �ARM NE'yA 5L FIE 9�U i PNTGL FASEM1IF'I'p 11 / / ic�z2.m o I 1 RAPEVI E STA ON PN E 2 RA PROP TIER L C CAB. SLIDE 0336IN "T 2d P. TC' R.PR CT O \11 / WARNIN I CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY 8 HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UN DERGROUNDUTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. r IBL lA Fes! 81r a61w0 Gm ISL 7 CoLum I� mph .601 mom O Ylliiin erSL A[ froaQ r•0 Yt - 1' 1BYY OQ RETAINING WALL DETAIL TD�IIE Page — x D 0 10' 20' 40' CITY OF GRAPEVINE BENCHMARK LIST: SOURCE BENCHMARK CITY OFGRAPEVINEMONUMENTLA0.7, DSSCRIBEDASA.ACCE S12ALUMINUM RODSTA WITH CAP SET 0.8'BELOWACCESSCOVER. ACCESS COVER IS STAMPED "CITY OF GRAPEVINE, MON. T. MONUMENT IS LOCATED AT THE WEATHER STATION F THE CORPS E(ENGINEERS ATTHE GRAPEVINE HEADQUARTERS ON FAIRWAY DRIVE (110 FAIRWAY DRIVE) ELEVnnoN = s5s.76 SITE BENCHMARK is X CUT SET AT THE NORTHEAST CORNER OF A CURB INLET. ELEVATION = 623.00 SITE BENCHMARK 2: X CUT SET AT THE SOUTHEAST CORNER OF A WATER VAULT. ELEVATION - 632.07 SITE AT 3: X CAR SEf AT THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 34.80' NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION = 628.42 L13 LEGEND — — — —_ XXXX — — W — W veal. L UE rRDNT OF OAY — EASEMwTISET6ADN WRB6GUnER E%. GRPCE COImOUR ELEVATION PROP. GRPCE..l.UR ELEYAT sroaM SEWER PIPE — WATER LNE cd z suJnrar—RUNE ETAIl w,LL G — G —T—TAT— rE ONOEPGROUNOG—INE USE UNDERGROUNDTELECOM UNDERGROUNDEIER �\\ IE- ENCELI z -1—LE 1 Po E • SOLVWO Ea LGHT POLE ® —ETE WATER—.OLF co, cL�wouT m O I ATFa METERNAULT FIRE -- YDRPTORMaaANMANHOLE OJ CONDITIONAL USE REQUEST W19oa IS A REQUEST TO PT lOR­HOLE ® ® STORMDFw EINLET ®[1 I—FLDwPREVENTER j'Y FIRE DEPARTMENT CONNECTION GRADING LEGEND 1030.00 PROP. FINISHED GRADE ELEV. TC TOP OF CURB ELEVATION G GUTTER ELEVATION FL FLOW LINE ELEVATION TW TOP OF WALK FG FINISHED GRADE TP TOP OF PAVEMENT HP HIGH POINT ELEVATION ME MATCH EXISTING ® STORM DRAINAGE INLET ® DRAINAGE INLET ® STORM DRAIN MANHOLE LANDSCAPE DRAIN INLET 1% DIRECTION OF FLOW 'GRADE BY OTHERS' CITY OF GRAPEVINE BENCHMARK LIST: SOURCE BENCHMARK CITY OFGRAPEVINEMONUMENTLA0.7, DSSCRIBEDASA.ACCE S12ALUMINUM RODSTA WITH CAP SET 0.8'BELOWACCESSCOVER. ACCESS COVER IS STAMPED "CITY OF GRAPEVINE, MON. T. MONUMENT IS LOCATED AT THE WEATHER STATION F THE CORPS E(ENGINEERS ATTHE GRAPEVINE HEADQUARTERS ON FAIRWAY DRIVE (110 FAIRWAY DRIVE) ELEVnnoN = s5s.76 SITE BENCHMARK is X CUT SET AT THE NORTHEAST CORNER OF A CURB INLET. ELEVATION = 623.00 SITE BENCHMARK 2: X CUT SET AT THE SOUTHEAST CORNER OF A WATER VAULT. ELEVATION - 632.07 SITE AT 3: X CAR SEf AT THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 34.80' NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION = 628.42 L13 CASE NAME: MCMILLAIIJAAIESOFFICE CASE NUMBER: WI60B LOCATION: —TEXAN TRAIL; LOT 6R. BLOCK GRAPEVNE STATION ADDITION MAYOR SECRETARY DATE: PLANTING PND ZON NG COMMISSION CHAIRMAN DATE: SHEET: 4 OF 12 APPROVAL DOES NOT AUTHOR¢E ANY MR— CONFLICT WTH MTI CODES OR ORDNANCES. DEPARTMFNTOFDEVELOPMENTSERVK:ES CG200 04 OF 12 JOB NO. D cd z g a � Luu',IL o z u- O_OW 0 WY OJ CONDITIONAL USE REQUEST W19oa IS A REQUEST TO Q u �'QI^� V AMEND THE PREVIOUSLY APPROVED SITE PLAN OF -&M (ORD. X 65(HM FOR A PLANNED BUSNESS PARK, ''1 m O SPECIFIDALLYTOALLdNFORTHEDWELOPMENTOFA 27,IOSSQUAREFOOTOFFK:EAVAREHOUSE Z } F H 00 CASE NAME: MCMILLAIIJAAIESOFFICE CASE NUMBER: WI60B LOCATION: —TEXAN TRAIL; LOT 6R. BLOCK GRAPEVNE STATION ADDITION MAYOR SECRETARY DATE: PLANTING PND ZON NG COMMISSION CHAIRMAN DATE: SHEET: 4 OF 12 APPROVAL DOES NOT AUTHOR¢E ANY MR— CONFLICT WTH MTI CODES OR ORDNANCES. DEPARTMFNTOFDEVELOPMENTSERVK:ES CG200 04 OF 12 JOB NO. D ., ngscesT rurvsDRAWgc.E I �'( �ASFnI ILCn01 " 1 — ' ✓ IDE. 9^r"P' ' 6 ND — A — FW r—ILJ-- , _ --_— �GAElN6T-� \ \ - �_ Dtl'ILI11'FAEEMEN` t 10< 14'E.. -moi +a 9LocA2 I 4 8 E STgaONP E_CAB H. SLID I0936PR.T.C.T DRAINAGE I _� _CCMM.NAC�EGS'14LICE 98ft Pft.i.C. i. ,-- I, NNE! IN 5 IN w W wsrAu lnnr CRATE IM.ET �� INBTAue u � FIBER +fin g■ LEVEL 1 -9,120 SQ. FT. WAREHOUSE -11,389 SQ. FT. OFFICE GROSS SQ. FT. USABLE OFFICE (MINUS CIF LEVEL 2 -11,492 SQ. FT. OFFICE GR=B FFE= 627.00' .- 0.00 me p,1 CESG L'TILI 9 CRAINAGE EASEMENT yI 1 nETA. ,-CEele91.1TCT I'I eFLNP8+Y 0Z ss 3 1111- teFµ 63 ����a 1 1dFL(6E)-fll}01 T.68 R� ' BIBTALL dAd Bd WYE T4WIo0M= �,. ,�[ WBTALLdad W 4 119lb + �k of `uBH° _ OFd MOPE PIPE 1. 6114 Z O 31 GRA?EVINE STAT! N PHASE 2 LCA6. e, SLI I WC.r Q < I W 31 I I L Z w I I uJ >F ''WL^Y l/ 3 U a L IY I I— LL Q Z u I T LL w I I I g■ LEVEL 1 -9,120 SQ. FT. WAREHOUSE -11,389 SQ. FT. OFFICE GROSS SQ. FT. USABLE OFFICE (MINUS CIF LEVEL 2 -11,492 SQ. FT. OFFICE GR=B FFE= 627.00' .- 0.00 me p,1 INLET — `� FINE LANE W RieTALL 12'1(+F ORALE INLET VAULFND ) as=o�+cFa a1aD•aaz CFO Wrac'Nn�eR LiNe ,� _ —ss ''1 eFL(E}BE1.BB C7RIC T�v)11111111111111 UNDER GHAND HROUN E —WFND/--SSUNDER GROUN OX w A_N=B• FND —�urlUrve DH N. cEE Ss =L R G C F OT39L CAT! / $4. $ W X. GOh1MONSINE A. IDE a''3 5-- GF RTC T 0 CA A. SLI E 9163 S C. 11212 OS HD !NGS. —ss — Lee aAaEV NE SER s rrvr zt=z z r a W �__�i SS �- 1 QC 24 R — —SS f £ I - - — oQr4 L RAPEVI SrA NPHA E2PA PROP ilE [ C / CA9 SLIDE 396 LN PD2l22 9 TG T \ ' P 'T. O WARNING! CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY & HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEERASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUNDUTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. Pa e x 0 10' 20' 40' LEGEND -XXXX--- EIC GRACE CONTOUR ELEVATION PROP—CONTOURELEIATron — MSEWER IFE W W wnTER LINE ---SS--- NNRNty GEWER LINE DNTEERGROUNDLGAG LINE —T—T—T— I.NOERGRou C -ECO. LICE UNDERGRGUNDftEC 1 —YY—q— EEOOF N.B urc-- BOLLARD pp TRANGFDRMEP G GNT—C ® wA91E WATERMMWOLE COO uEANOUT 0 11 YxTER METERNAULT Xl i EIREHYDRANT 1 WATERYALLE ® STORM—AANHOLE ® ® soRNwANAGE INLET ® ..N. DIENTER RFIREDEPAQTMENT-NE-DN NOTES 1. CONTRACTOR SHALL INSTALL A PERMANENT BENCH MARK MONUMENT(S), TO BE FURNISHED BY THE CITY, IN INLETS PER PLANS AS DIRECTED BY THE CITY. THE OWNER'S SURVEYOR SHALL ESTABLISH THE BENCH MARK ELEVATION FOR "AS BUILTS,. CITY OF GRAPEVINE BENCHMARK LIST: SOURCE BENCHMARK CITY OF GRAPEVINE MONUMENT NO. 7. DESCRIBED AS A 17 ALUMINUM ROD WITH CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER IS STAMPED "CITY OF GRAPEVINE, MON. T'. MONUMENT IS LOCATED AT THE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIR WAY DRIVE) ELEVATION = 585.76 SITE BENCHMARK 1 TOUT SET AT THE NORTHEAST CORNER OF A CURB INLET. ELEVATION = 623.00 SITE BENCHMARK 2'. X CUT SET AT THE SOUTHEAST CORNER OF A WATER VAULT. ELEVATION = 632.07 SITEBENCHMARK 3: X CUT SET AT THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 94.90' NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION = 626.42 of r� O U 1 INBTPLL 1d 90'BENO I'I eFLNP8+Y 0Z r 1111- teFµ 63 ����a 1 1dFL(6E)-fll}01 T.68 4.J OF id PEP OS% 3p' ROP ' BIBTALL dAd Bd WYE T4WIo0M= �,. ,�[ �i9 _'� NUPLITy GF sEMENT Z DR'IfW ='�RGP 119lb + �k CONE tNTO SIDE OF —� EXIBiiN E), NCP IrR4NW}91T.6I E"Ila. Ep815 - WPFLryh=01051 _ OFd MOPE PIPE 1. Ln_ Z INLET — `� FINE LANE W RieTALL 12'1(+F ORALE INLET VAULFND ) as=o�+cFa a1aD•aaz CFO Wrac'Nn�eR LiNe ,� _ —ss ''1 eFL(E}BE1.BB C7RIC T�v)11111111111111 UNDER GHAND HROUN E —WFND/--SSUNDER GROUN OX w A_N=B• FND —�urlUrve DH N. cEE Ss =L R G C F OT39L CAT! / $4. $ W X. GOh1MONSINE A. IDE a''3 5-- GF RTC T 0 CA A. SLI E 9163 S C. 11212 OS HD !NGS. —ss — Lee aAaEV NE SER s rrvr zt=z z r a W �__�i SS �- 1 QC 24 R — —SS f £ I - - — oQr4 L RAPEVI SrA NPHA E2PA PROP ilE [ C / CA9 SLIDE 396 LN PD2l22 9 TG T \ ' P 'T. O WARNING! CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY & HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEERASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUNDUTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. Pa e x 0 10' 20' 40' LEGEND -XXXX--- EIC GRACE CONTOUR ELEVATION PROP—CONTOURELEIATron — MSEWER IFE W W wnTER LINE ---SS--- NNRNty GEWER LINE DNTEERGROUNDLGAG LINE —T—T—T— I.NOERGRou C -ECO. LICE UNDERGRGUNDftEC 1 —YY—q— EEOOF N.B urc-- BOLLARD pp TRANGFDRMEP G GNT—C ® wA91E WATERMMWOLE COO uEANOUT 0 11 YxTER METERNAULT Xl i EIREHYDRANT 1 WATERYALLE ® STORM—AANHOLE ® ® soRNwANAGE INLET ® ..N. DIENTER RFIREDEPAQTMENT-NE-DN NOTES 1. CONTRACTOR SHALL INSTALL A PERMANENT BENCH MARK MONUMENT(S), TO BE FURNISHED BY THE CITY, IN INLETS PER PLANS AS DIRECTED BY THE CITY. THE OWNER'S SURVEYOR SHALL ESTABLISH THE BENCH MARK ELEVATION FOR "AS BUILTS,. CITY OF GRAPEVINE BENCHMARK LIST: SOURCE BENCHMARK CITY OF GRAPEVINE MONUMENT NO. 7. DESCRIBED AS A 17 ALUMINUM ROD WITH CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER IS STAMPED "CITY OF GRAPEVINE, MON. T'. MONUMENT IS LOCATED AT THE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIR WAY DRIVE) ELEVATION = 585.76 SITE BENCHMARK 1 TOUT SET AT THE NORTHEAST CORNER OF A CURB INLET. ELEVATION = 623.00 SITE BENCHMARK 2'. X CUT SET AT THE SOUTHEAST CORNER OF A WATER VAULT. ELEVATION = 632.07 SITEBENCHMARK 3: X CUT SET AT THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 94.90' NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION = 626.42 of DATE: PLANNWG AND ZONNG COMMISSION CHAIRMAN DATE: SHEET: 5 OF 12 APPROVAL DOES NOT AUTHORIZE ANY NARK IN CONFLICT WTH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET CG200 05 OF 12 JOB NO. 0 � O O U DO X W Lu ~ Ln_ Z O 0 Q < W J a L Z w uJ >F ''WL^Y l/ U a L Z LL Q Z LL w OO W a W Y < �V OLL CONDITIONAL USE REQUEST CUIS-N ISA REQUEST TO Q UL AMEND THE PREVIOUSLY APP—EO SITE PIAN OF CUT SII(ORD.201 W)FORAPLANNED BUSINESS PARK rl m O O SPECIFICALLY TOALLOW FOR THE DEVELOPMENT OFA 27,10SQUAREFOOT OFFK:ENJAREHOUSE. Z > F- F- O v DATE: PLANNWG AND ZONNG COMMISSION CHAIRMAN DATE: SHEET: 5 OF 12 APPROVAL DOES NOT AUTHORIZE ANY NARK IN CONFLICT WTH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SHEET CG200 05 OF 12 JOB NO. 0 6 5 4 3 2 In 9 ffillir A,�A�411 YI ss WARNING! CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY & HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUNDUTILITIES. THE CONTRACTOR SHILL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF PLL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. of NOTES 1. CONTRACTOR BNML FURNMN AND MISTALL AU MATERIALS AND APRSDENWCEA AA CALLED OUT ON PIAMA. 2 ALL PUBLIC POTABLE WATER RPEMV RO.W.ANOUTIUTY EASEMENTS) TO BE RIC CSW DR14 (BUIE) MID SI—ICE 1Ep0.9 ARE TO BE TYPE KCOPPER PER DETAIL. A ALLVFRTGLLANDHORI IILWATERLM IRENDSSHNLBE r"TRANNED TO THE MAIN USAID MECHANICAL JOINT AESTRNNT DEVKiB &NCH AB MEOALUG ORAPPHOAf9 EW1AL. 4. FBI, COMPACT 6 TEST GROUND AT PROPOSED FWISNED GRADE EUZAT10N TO B5%D[NSRY PRIOR TO UTEITY CONSTRUCTION. 5. REPAIR S HM.TAS REp11NE0 FOR WSTALLATION OF WATER& WASTEWATER LINES REFERENCE CONSTRUCTION DETAILS, 6. NOCpABUSTIBIE IRE FLOW ISAVAILABLE V ILSPAIN ON TNp P1RCIECTSfTE UNTILAOEOUATE PIKE FLOW l4 AVAe eR c T. FIOSTWGSERVIC LOGTIONBAREAPFYiOJOWM—NEDTDBE RHOVEmm.. S. LIMITS OF CONSTRUCTKNI ARE SNDWN DN EAOSIDN&9EOIMENTATgN CONTR0.(iAN(S} 3. O—GRAVITY LINES, CONTRACTOR MUST START AT D0WNBTREMA END AI&l PROCEEDUPSTREAM IOH WCAKETOE WITH ALL EKIBTIND LINE.JNAt®STRUCTUPES WHICH MAY CONFTACT WITH THE PROPOSED LINE. ANY OTHER SEQUENCE aF CONBRRUCTTON W&L BEAT THE CONTRACTORS RLSR 4. ALL pUVRY WASTEWATER RPE TO BE PVC SOT4WN (ORFFN} 5. UNDERGROUND MAINS FEEDING PRMATE FINE HYDRANTS MUST BE MSTALLEDANO TESTED M ACCOPoMNCE WITH NEPA H, AMD THE FIRE CODE. BY AUCENSED CONTRACTOR WTDN A PLUM&NO PERIRT. THE ENTME MAM MUST BY M'O�BTATGTLY TEBTEDATONE TIME. UNLESS ISOIAipN VALVTS ARE PPOVIOED BE'RVFEN TESTED EECIIONS. S. RffERFJNCE GENERAL NOTES SHEET(S)FOR MDTITONAI UTLLRY NETTS T. ALL O II4RE ELECTRIC- CONDUCTORS A"XIATED WITH NEW CONBIHUf.'TION SHALL BE LOCATED UNDERGROIAND. CITY OF GRAPEVINE BENCHMARK LIST. SOURCE BENCHMARK CITY OF GRAPEVINE MONUMENT NO. T, DESCRIBED ASA iZ ALUMINUM ROD WITH CAP SET 06' BELOW ACCESS COVER. ACCESS COVER IS STAMPED'CITY OF GRAPEVINE, MON. T'. MONUMENT IS LOCATED AT THE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE HEADQUARTERS ON FAIRWAY DRIVE. IT 10 FAIRWAY DRUE) ELEVATION =585.]6 SITE BENCHMARK i. XCUTSETATTHENORTHEAST CORNER OF A CURB INLET. ELEVATION =623.00 SITE BENCHMARK 2, XCUTSET AT THE SOUTHEAST CORNER OF A WATER VAULT. ELEVATION =632.0] SITE BENCHMARK 3' X CUT SET AT THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 94.90'NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION = 626.42 O OOI � U O w W F-- >: —> z O O O H U a<z Q C6 Z w Z W W J v a LLi d OOw ~ d J LEGEND 2:O (7 CONDITIONAL USE REQUEST WISER IS A REQUEST TO Q J LL ='NlyIs—"I NNroF /- EGRB A COTTER AMEND THE PREVIOUSLY APPROVED SITE PVN OF CONTOUR ELEVATION FROP. GR—CONTWR fl.EvnrroN -TERLI�RPIPE CU1636 (ORD. 201—) FOR A PUNNED BUSME55 PARK, SRECIFICALLYTOALLOWFDR THE DEVELOPMENTOFA 2T. 105 SOUARE FOOT OFFICENNAREHOUSE. — W W ---SS--- YWITMY.SENfRIINE RE -1- 00 f� — G — G FIREI—F —.—RE.."NE f —T—T—T— VNOFRGROUNDTELECON 8 O 1. UGE uNOERGaouNDELEcrRlc —\l—q— FENCE m l7 • Z g B SENQNRARR UL ti • ure.rtv FDLE wLURo Q r QT TRINSFORNER z LIGNTROIE o Z GIGN E3 a ® WAGIE—ERM,NHGLE w m COQ EL—UT • • m o Y,ATERNEIERNwLT � x FIRE HYDRA„] ®WOR—RAR—E ® ® STORM DRANAGE INLET R ® 6AQ .-REV F, RFIREDEPARTNENT DNNE TON NOTES 1. CONTRACTOR BNML FURNMN AND MISTALL AU MATERIALS AND APRSDENWCEA AA CALLED OUT ON PIAMA. 2 ALL PUBLIC POTABLE WATER RPEMV RO.W.ANOUTIUTY EASEMENTS) TO BE RIC CSW DR14 (BUIE) MID SI—ICE 1Ep0.9 ARE TO BE TYPE KCOPPER PER DETAIL. A ALLVFRTGLLANDHORI IILWATERLM IRENDSSHNLBE r"TRANNED TO THE MAIN USAID MECHANICAL JOINT AESTRNNT DEVKiB &NCH AB MEOALUG ORAPPHOAf9 EW1AL. 4. FBI, COMPACT 6 TEST GROUND AT PROPOSED FWISNED GRADE EUZAT10N TO B5%D[NSRY PRIOR TO UTEITY CONSTRUCTION. 5. REPAIR S HM.TAS REp11NE0 FOR WSTALLATION OF WATER& WASTEWATER LINES REFERENCE CONSTRUCTION DETAILS, 6. NOCpABUSTIBIE IRE FLOW ISAVAILABLE V ILSPAIN ON TNp P1RCIECTSfTE UNTILAOEOUATE PIKE FLOW l4 AVAe eR c T. FIOSTWGSERVIC LOGTIONBAREAPFYiOJOWM—NEDTDBE RHOVEmm.. S. LIMITS OF CONSTRUCTKNI ARE SNDWN DN EAOSIDN&9EOIMENTATgN CONTR0.(iAN(S} 3. O—GRAVITY LINES, CONTRACTOR MUST START AT D0WNBTREMA END AI&l PROCEEDUPSTREAM IOH WCAKETOE WITH ALL EKIBTIND LINE.JNAt®STRUCTUPES WHICH MAY CONFTACT WITH THE PROPOSED LINE. ANY OTHER SEQUENCE aF CONBRRUCTTON W&L BEAT THE CONTRACTORS RLSR 4. ALL pUVRY WASTEWATER RPE TO BE PVC SOT4WN (ORFFN} 5. UNDERGROUND MAINS FEEDING PRMATE FINE HYDRANTS MUST BE MSTALLEDANO TESTED M ACCOPoMNCE WITH NEPA H, AMD THE FIRE CODE. BY AUCENSED CONTRACTOR WTDN A PLUM&NO PERIRT. THE ENTME MAM MUST BY M'O�BTATGTLY TEBTEDATONE TIME. UNLESS ISOIAipN VALVTS ARE PPOVIOED BE'RVFEN TESTED EECIIONS. S. RffERFJNCE GENERAL NOTES SHEET(S)FOR MDTITONAI UTLLRY NETTS T. ALL O II4RE ELECTRIC- CONDUCTORS A"XIATED WITH NEW CONBIHUf.'TION SHALL BE LOCATED UNDERGROIAND. CITY OF GRAPEVINE BENCHMARK LIST. SOURCE BENCHMARK CITY OF GRAPEVINE MONUMENT NO. T, DESCRIBED ASA iZ ALUMINUM ROD WITH CAP SET 06' BELOW ACCESS COVER. ACCESS COVER IS STAMPED'CITY OF GRAPEVINE, MON. T'. MONUMENT IS LOCATED AT THE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE HEADQUARTERS ON FAIRWAY DRIVE. IT 10 FAIRWAY DRUE) ELEVATION =585.]6 SITE BENCHMARK i. XCUTSETATTHENORTHEAST CORNER OF A CURB INLET. ELEVATION =623.00 SITE BENCHMARK 2, XCUTSET AT THE SOUTHEAST CORNER OF A WATER VAULT. ELEVATION =632.0] SITE BENCHMARK 3' X CUT SET AT THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 94.90'NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION = 626.42 O OOI � U O w W F-- >: —> z O O O H U a<z Q C6 Z w Z W W J v a LLi d OOw ~ d J H J J Z Q :C W F V N O ~ W LU w K = a SHEET N CU 100 06 OF 12 .Ina No n w Y Q W 2:O (7 CONDITIONAL USE REQUEST WISER IS A REQUEST TO Q J LL AMEND THE PREVIOUSLY APPROVED SITE PVN OF n m O CU1636 (ORD. 201—) FOR A PUNNED BUSME55 PARK, SRECIFICALLYTOALLOWFDR THE DEVELOPMENTOFA 2T. 105 SOUARE FOOT OFFICENNAREHOUSE. Z i - H 00 H J J Z Q :C W F V N O ~ W LU w K = a SHEET N CU 100 06 OF 12 .Ina No n 6 5 — EP'Ea '•5 COMMONACCE" L BLYtNWAGE' . ��� MENr t n/•� i WA�l' YCUr FND � ' ' a t ftDHAINP EFAS[MFN' .e _.� �� " < _IL °�.�� ,e .OMMJN. _SES 5�LF 9'634H. —• -'� i < ANINe _ U•Id'EASF.MFN'„ < < < I • ^ FIRANf .. •I ' NUoI 14 L 6LOCw+ 49 Bx IE STATIONP E2 CAQ A. SLI 3%P.ft T CT f <"f <• • e _ °"• • 0 11 ' XCUTFAO I � _ I' •) • \� r_'�" '' y URaINPUE F1�iCMENa << • � r �• r •. PCGESS 1� F. Yf P.R CryIMONABINE: A. L. 1 • .. .. ! UGHt DUTY CDpICRESE LEVEL CESS. IIi1urv3DRAINAGE EASEMENTsIDE`NAI.K PAVEMEnfI -9,120 SQ. FT. WAREHOUSE- NETASLOE9L43 PR.r`r -11,389 SQ. FT. OFFICE GROSS I1589 SQ. FT. USABLE OFFICE (MINUS CIRCULATION) t. - 55 I LEVEL 2 x� { -11,492 SQ. FT. OFFICE GROSS I w ° FFE= 627.00' I u 2 4 $ � t � 1 I o 1 � 7 I INE STAn NPn�sE sLo e a. s11 109' a,Q6;' I CAU: PAVEMEntl =1` sID I p�C PAVEM� i I ® uGrIT Durr con 2 1 M11 IM Lore e:oc �Z,�NAGNUM HUNTEAPES (/ GRAPEVINE STArION CAe A. G/ / ,NTnoe,r�saeaT� • / •. _, .r-rr r -r • - - i . • - . � •viii :•io • --- /�-•--rlrr-rrr-••.�-•-�•�. . • - - - • ;��; . ��-1 ��/��r��-fir.. �-;-;-;•�ll�•;t••�•;-;.• . 1 .;. i4 v�t�-ice--r ):y;•. -o-.... a. � .�/. .t�% �•-•-•---I �-i/--r--SLI � 1 %�� � �s/ / O O G� m =.TryC 66'LINE' • WARNING CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY 8 HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSISILITY FOR THE ACCURACY OF THE LOCATION Of UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CITY OF GRAPEVINE BENCHMARK LIST: SOURCE BENCHMARK CITY OF GRAPEVINE MONUMENT N0. 7, DESCRIBED AS A 12' ALUMINUM ROD WITH CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER IS STAMPED 'CITY OF GRAPEVINE, MON. 7 MONUMENT IS LOCATED AT THE WEATHER STATION OF THE CORPS OF ENGINEERS AT THE GRAPEVINE HEADQUARTERS ON FAIRWAY DRIVE. (110 FAIRWAY DRIVE) ELEVATION = 585.76 SITE BENCHMARK 1' X CUT SET AT THE NCH I MI—T CORNER OF A CURB INLET. ELEVATION = 623.00 SITE BENCHMARK 2: X CUT SET AT THE SOUTHEAST CORNER OF A WATER VAULT. ELEVATION = 632.07 SITE BENCHMARK 3. X CUT SET AT THE SOUTHEAST CORNER OF A CONCRETE CURB INLET 94.90' NORTHWEST OF THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION =626.42 Page of x D D t0' 20' 40' LEGEND FWAY XXX% E% GRA.OE CONFOUR I-- --------- LEvni ON RxOP GRACE CONTOUR M.EVATION ---- —NM REY4:RPPE --w—ss--w —TMLVJSEv.ERLNF FIRE LANE VALL - c —c -—FCRGNND TFUE.. LICE --RIC —\\—\\— IE - eUTERYWFOLE BJLLARD S.OLEER TF ® —F—E—TI— Coo cu=AwoUT �lx EVMTE ro �RNAULr OSTO mmm MANHmE ® ® STORMORANAce NIET ® eAC16L0WPREvfNiER RFIRED—T—T CONNECTION NOTE: A GEOTECHNICAL PROFESSIONAL ENGINEER WILL RECOMMIEND TO THE CITY OF GRAPEVINE THE STABILIZATION REOUREMENTS PRIOR TO STARTING STREET CONSTRUCTION. - - FIRE LANE STRIPING LIGHT DUTY CgJCRETE F—T. 5' PCL OVER B•, SCARIFIED, C-PACTEDSUSGRADE jr� � `- T`CC-R , SCAET). C E—GRADE —T ROUTY—RETE OVER W, SCARIFIED CONTACTD SUBGRADE MATCH IX STING ROADWAY TYP cLL BECTON L CONCRETE SWLK. I PVMT. FOUR (41 INCH CONCRETE SLAB WITH SIX (B)LACHES BY SIX (B) LACHES BY SUI (6) GNJGE MESH IMRE OR TWO (2) RICH HOT MIX ASPHALTIC CONCRETE OVER SIX ffi) MCH CRUSHED ROCK SASE. CONDITIONAL U5E REQUEST O.1&0915 A REOUEST TO AMEND THE PREVIOUSLY—ROVED SITE PLAN OF CUIS38 (ORD. 2MS069) FOR A PIANNED BUSNE55 PARK SPECIFICALLY TO ALLOW FOR THE DEVELOPMENT OF A 27,103 SORE FOOT OFFICE WWAREH011SE. CASE NAME'. MCMI—JAMESOFFICE CASE NUM6ER: CUTPOH LOCATION'. 1066 TEXAN TRAIL, LOT 5R, BLOCK O FAPEVNE STATION ADDITION DATE: PLPNNNGAND ZONRIG COMMISSION CHAIRMAN DATE: SHEET: 7 OF 1Z APPROVAL DOES NOT AUTHO-E PLAY NARK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 0 d, Q) � U 0 LLI v, Lu F- =) I - Z W O O a�z Q ULI Of " W ¢ ^J LL 0LL, O W Z Lu Q O O d < m L O g0,�tz J 0 U c� G � Z X DJ f- � J U H LU F O LU Q.' _ d N SHEET CP 100 1 JOB NO. 6 5 rO 4 / TREE CANNOT BE PLANTED 1 IN ISLAND DUE TO EXISTING _ 1 21 UTILITIES AND EASEMENTS r_ - LC 20 / TREE CANNOT BE PLANTED J IN ISLAND DUE TO EXISTING - ---_ _ UTILITIES AND EASEMENTS _' r 20 / 7 MFG 3 / 1 2 1 DECOMPOSED GRANITE, COMPACTED IN 1' LIFTS, 4' DEPTH WITH WEED BARRIER FABRIC. TYP. OFFICE - 2 STORY LEVEL 1 - 9,163 SF LEVEL 2 - 8.820 SF 17,983 SF TOTAL FF = 627.00' 1 METAL FENCE, REFER 1 hhh___ TO ARCHITECTURE PLANS - - - - _/ sem.\.. _I LAWN SOLD SOD BERMUDAGRASS, TYP. Z5'- A­_- CAISNET LAWN SOLID SOD BERMUDAGRASS, TYP, I 1 J CO I i0 I 1 IA.-alIC ' CASINETA, SINE 6183 PAT-C.T. I 4245 North Central Expy Suite 501 L 1.01 A 0 10 20 40 _ FIRMA 24479' f 1 ZS' COMMONACCESS UTILITY 4ORAINAGE EASEMENT CA&NETA, SLII>E ala? PR.TC. T. f / 110 MFG 22 45 12 SG MFG 6M 1 CO SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS 1 TREES UlkA / EASE.t/EM �4 NAS a -e muehArMergii Chinkapin Oak 10 3" cel. container q-12' M.. 4' spread. 4' Mencha", htm , atching - CO - - 20 T - - - LOfl 6 ' COT - T VT ✓Tes agnascaslus VRex 1 2" cel. B&B or container IFovm, 8' M_ C spread. 3 hunk min. SHRUBS/GROUNDCOVER COT CotwMaats"'w plehyll- Gray Leaf Cotoneaster 41 50. container full, 20' spread 24' t- DBH //es cwiuta 'Dwerf&vfwd' Dwarf 81 Rally 80 30' ht. container I.N. 30" ht, et ins talletion, 24' spread, 36'... GM 114WVen6aI calvAsru OUR Muhly 38 5!.1. container full, 36' o.c. LIR LYArpemuscari Rwa-, Lanope'Big Bh:e' 1.080 4" pots container full top of co ark 12' o.c. 1r 20 71 10 22 24' HARDWOOD MULCH MFG f GM LOR SG OD 24" HARDWOOD MULCH SG BED, TYP. BTWN. BUILDING AND SHRUBS BFO, TYP. STWN. NOTE: ALL TREES SHALL HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. 1 BUILDING AND SHRUBS PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLAN. rO 4 / TREE CANNOT BE PLANTED 1 IN ISLAND DUE TO EXISTING _ 1 21 UTILITIES AND EASEMENTS r_ - LC 20 / TREE CANNOT BE PLANTED J IN ISLAND DUE TO EXISTING - ---_ _ UTILITIES AND EASEMENTS _' r 20 / 7 MFG 3 / 1 2 1 DECOMPOSED GRANITE, COMPACTED IN 1' LIFTS, 4' DEPTH WITH WEED BARRIER FABRIC. TYP. OFFICE - 2 STORY LEVEL 1 - 9,163 SF LEVEL 2 - 8.820 SF 17,983 SF TOTAL FF = 627.00' 1 METAL FENCE, REFER 1 hhh___ TO ARCHITECTURE PLANS - - - - _/ sem.\.. _I LAWN SOLD SOD BERMUDAGRASS, TYP. Z5'- A­_- CAISNET LAWN SOLID SOD BERMUDAGRASS, TYP, I 1 J CO I i0 I 1 IA.-alIC ' CASINETA, SINE 6183 PAT-C.T. I WAREHOUSE 9,120 SF FF = 627.00' LOT SR BLOCK I GRAPEVINE STATION 65.002 SO. FEET }-4922 ACRES VACANT LAND No. }044 TEN IN TRAIL BUCHANAN INVESTIMENTS LLC. ST#D212034902 R.P.R.TC.T. MST. #0218210273 P.R.TC.T. JII LAWN SOLID SOD - - - - - - - - - -BERMUDAGRASS, TVP. LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS, S. TOP OF MULCH SHALL BE 112" MINIMUM BELOW THE TOP OF WALKS AND CURBS. 7. ALL LAWN AREAS SHALL BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. B. ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER -BASED CONTROLLERS AND SAID IRRIGATION SV STEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. MAINTENANCE NOTES 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2. ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, Lfl'TER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5. ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. 6. CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. JO'GOMNONA ORA/I EASEMENT ' SHEET IA.-alIC ' CASINETA, SINE 6183 PAT-C.T. I 4245 North Central Expy Suite 501 L 1.01 A 0 10 20 40 _ FIRMA Dallas, 4.865.719 75205 ' --I- PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS TREES CO a -e muehArMergii Chinkapin Oak 10 3" cel. container q-12' M.. 4' spread. 4' Mencha", htm , atching CP Pistacie chiasma Chinese Pieteche 3 3' cal. container grown. 12' ht., 4' ,pread, 4' bramhir g ht, matching VT ✓Tes agnascaslus VRex 1 2" cel. B&B or container IFovm, 8' M_ C spread. 3 hunk min. SHRUBS/GROUNDCOVER COT CotwMaats"'w plehyll- Gray Leaf Cotoneaster 41 50. container full, 20' spread 24' t- DBH //es cwiuta 'Dwerf&vfwd' Dwarf 81 Rally 80 30' ht. container I.N. 30" ht, et ins talletion, 24' spread, 36'... GM 114WVen6aI calvAsru OUR Muhly 38 5!.1. container full, 36' o.c. LIR LYArpemuscari Rwa-, Lanope'Big Bh:e' 1.080 4" pots container full top of co ark 12' o.c. LOR w Lop nle/um c/a'mma 'Pwple Demand' Lcropetalam'Plsple Diamond' 75 3 gel. container full, 10' spread, 24' o.c. MFG N-..& tanussmM Mexican Feaths ... 270 1 gal, contains, full, 24" o.c. SG 5e/We D ggnVied' Salvia Greg,, 107 5 all. container fall, 20' epraad 24' o.c. Cynadm dactyMn Common Barmodag.. s rarer to rote, NOTE: ALL TREES SHALL HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLAN. ALL HEIGHTS AND SPREADS ARE MINIMUMS. ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICATED. SHRUB SPECIES SELECTED TO SCREEN THE PARKING SHALL BE 30' HT. AT INSTALLATION AND ABLE TO REACH 3' HT. AFTER ONE YEAR. GENERAL LAWN NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL LEAVE LAWN AREAS 1' BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE, CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLEDANO FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4' DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC, PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION. 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE. BUT NOT BE LIMITED TO: MOWING. WATERING, WEEDING, CULTIVATING. CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. SOLID SOD NOTES 1. PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 3. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 4. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER -SEED BERMUDAGRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (I COO) SQUARE FEET. LANDSCAPE TABULATIONS THE CITY OF GRAPEVINE, TEXAS INTERIOR LANDSCAPE REQUIREMENTS 1. 10% of me grow perking area shall be landscape. 2. One 11) tree, 3' cal. par 400 s t of Interior landscape area. Gross perking area 25,087 ..f. FIhI d P,.Ylded 2,509 ..f. 110%) 4,885 s.f (18%) (7) trees, 3' chi. 1101 bees, 3' cal. NON -VEHICULAR OPEN SPACE REQUIREMENTS 1. 15% of the total site area to be landscaped 2. Trees shall be pleated In the non vehicular open space at e rata of 1 tree per 3,000 s f. Total site area: 65.000 5.f. Vehicular Spec.: 29,368 A. (46%1 Non-vehicuWr open space: 9,120 s.f. Required Provided 9,750 s.f. 115%) 9,607 s.f. (14%) (3) trees, 3" cal. 131 trees, 3" cal. CASE NAME: MCMIUAN JAMES OFFICE CASE NUMBER: CU 1909 LOCATION. 1Da4 TE%AS TRAIL: LOT all. BLOCK 1 GRAPEVINE STATION ADDITION MAYON SECRETARY FLANNIND AND ZONING COMMISION CHAIRMAN DATE: SHEET: 8 OF i2 APRIOVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES NtWN ND 011,224 + ;-F OF; 03/29/19 O ti U) W WLA 1}' Z W O O Q F- Z In LU> it n- U Z (] W LU Y a 0 Xo g 1 m Q R Z goy qZ x W F - f O H U r F W F- O W a on a on SHEET SCALE: I" - 20'a' BELLE 4245 North Central Expy Suite 501 L 1.01 A 0 10 20 40 _ FIRMA Dallas, 4.865.719 75205 ' 08 OF 12 JOB NO. D 6 5 4 3 m m 2S' COMMON ACCESS, UTaJTY a DRAINAGE EASEMENT / CA&NitA SrmcoM.Pw inT ( 110 2: MFG ES CO LO LOTS 11 C CAflq aLDO 'Cr. TREE CANNOT BE PLANTED IN ISLAND DUE TO EXISTING UTILITIES AND EASEMENTS ( L / ( L TREE CANNOT BE PLANTED IN ISLAND DUE TO EXISTING UTILITIES AND EASEMENTS I sgzl` C LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1' BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. 8. TOP OF MULCH SHALL BE 1/2' MINIMUM BELOW THE TOP OF WALKS AND CURBS, 7. ALL LAWN AREAS SHALL BE SOLID SOD SERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. S. ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER -BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. MAINTENANCE NOTES 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2. ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES, THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5, ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. 8. CONTRACTOR SNALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. 00'COt4O AGCFSS, Un(JTY8 pRA1NAGEFJSEMENT ' FIRMA Dallas, Texas 75205 - 214.865.7192 OS OF 12 JOB NO. D SLlpE 91Qi P.R T-C.T --_---Ga1NETA. �- - __------- --- ---- - ----- �--r-T-77-r-7- 1- 7 -7 -7 - PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS TREES co G-rcw nr sh/,n5arO! Chinkapin Oak 10 3" cal, container groom, 12' M.. 4'3pread, 4' breneMng In.. matching CP Astscls cAmlak Chinese Platache 3 3' cal. container grown, 12' M., 4'spread, W branchno In., matching VT Vrtsa ag,,o tus Z. 1 2' cal. B&B or container grown, Whit- 4'spread. 3 trunk mm. SHRUSS/GROUNDCOVER COT CoraMesrargi-phyll Gray Leaf Cotoneaster 41 5 gal. Container full, 20" Spread 24" o.c. DBH Asc,ca- V -f BLY Dwsrf Burford Holly 60 30" ht. container fail, 30" ht al instalbtron, 24' apned, 30' o.c. GM MNhreMergis capok". Guff Mlidy 38 5 gal. container full, 36" c.c. LIR 4""'.musa,Ti Bp ev- Linape'Big Blue' 1,080 4' Pots container fua top of container, 12' o.c. LOR La-Roerdum at,- * Pad, O/amad' Laropet,lan'Paple Diamond 75 3 gel. calt,he, full. 20' spread, 24' o0. MFG Naasa/b __M.Xicen Feathargresa 270 1 gal. container fug, 24' ..c. GG Sehd, gv,ggB Abd S.M. Gregg, 107 5 Oat. <on ner full, 20' speed 24' o.c. Cynn1 d-*,, Common Bermudagraee refs to rwlea NOTE: ALL TREES SHALL HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLAN. ALL HEIGHTS AND SPREADS ARE MINIMUMS. ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICATED. SHRUB SPECIES SELECTED TO SCREEN THE PARKING SHALL BE 30' HT. AT INSTALLATION AND ABLE TO REACH T HT. AFTER ONE YEAR. SCALE: 1" m 20'-0' N 0 10 20 40 GENERAL LAWN NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL LEAVE LAWN AREAS 1' BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4' DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC, PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION. 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING. CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. SOLID SOD NOTES 1. RANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. FREE FROM UNNATURAL UNDULATIONS. 3. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES, 4. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER -SEED BERMUDAGRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. LANDSCAPE TABULATIONS THE CITY OF GRAPEVINE, TEXAS INTERIOR LANDSCAPE REQUIREMENTS 1. 10% of the gross perking area shall be landscape. 2. Ona 111 tree, 3' cal., per 400 s.f. of Interior landscape area. Gross parking area: 25,087 s.f. Required Provlded 2,509 0. (10%) 4,885 e.f (18%) (7) trees, 3' cal. (10) trees, 3' Cel. NONVEHICULAR OPEN SPACE REQUIREMENTS 1. 15% of the total site area to be landscaped. 2. Trees shell be planted in the non -vehicular open apace at a rate of 1 tree par 3,000 0. Total site area: 85,000 s.f. Vehicular space: 29,368 s.f. (45%) Non-vehi<uler open space: 9,120 a.f. Required Provided 9.750 s.f. 115%) 9,807 s.f. (14%) (3) trees, 3' cal. 13) trees. 3" cal. CASE NAME: MCMILLAN JAMES ORICE CASE NUMBER: CU1909 LOCATION: 1044 TEXAS TRAIL; LOT BR BLOCK 1 GRAPEVINE STATION ADDITION MAYOR SECRETARY ATE. PLANNING AND ZONING COMMISION CHAIRMAN DATE: SHEET: B OF 12 APPROVAL DOES NOT AUTHORRE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 4 4 T pNN y9 NT '24 9rF OF trGi' 03/29/19 O LO Q� LU LU ♦- UJ Z Lu 0 0 .QUI- Z U)LU j�Y OV Z LU W H LL Z 0(.9 LuLULL Y K L 0 J 1 m 0 O Z Of so cgoL) u I-- QZ X F- H O U W 0 Q SHEET Z a W a Q U 0 Z • 4245 North Central Expy BELLE Suite 501 Ll .01 FIRMA Dallas, Texas 75205 - 214.865.7192 OS OF 12 JOB NO. D 6 4 3 EXHIBIT k TO Page ___ a of SECTION 32 9300 - LANDSCAPE 1. Teee,, snmbs and gr0u eft.., shall be gtVeneed tar a do rot measure from branch or mot tip -N -Pp. specified et no additional tort to the Owner. F. D...." orad G, T.: Beal m ane' anal) comet of a ural res poem ng dean as approved by the LebkN.IPe Architect if the PART 1 - GENERAL hvelve 1121 month period eft, final aceapuewe. The L.Mnactor SM1all replace ell dead baNnde . 5. Owner's A.h.luad Repres shell inspect all pant .for E. Tran snag be healthy, full -brained, orae -shaped, end knell mem .lal arta of granite e,prageat net to ¢acted 1/8' diameter in a and Mall be oampoeed of vahb a atePea of dec,mpned paee.atton teat fail.. weather Pormas and upon natifica6on o1 Me 0..1. Print, mal ora h requtementa genu., species, ..lova, I n them m 1, and diameter requirements of the plant nnh bate. I. Backflll only with 5 part existing edi or cantly loom and 1 Pan 1.1 REFERENCED DOCUMENTS inchei [rave, vehkh have partially died a that shape, abe, ymmePy have bean damaged, shell be I.bei l l vasty sae and quality. .chadel�uRan Null be firm, meet, eligh r, tapered and an wrapped in budep. Any tree loose h the bell or wkh a hmken PANT 3 - EXECUTION bed prepsrnnon. Want the MIs i. dug in .olid rock, tdp.bil from the same area should not be used. Carefully settle by wearing A. Polar t. Landscape Rens, nates, dmaile, hiddkg r,quranvai I.N.. to replecemeni. In tucM1 cases, the opinion of the 6. Owner'¢ AmMrized Reprnenafive rable the right to root ben at time of panting will be rejected. Bella shall be an to prevent air pocket. Remove Ma Mriep from the ap)5 of Me special pnwislns, and srhade lbe for additional rpioneni ts. Owner shall be find. further inspect all pant mean. upon .nivel a the site and an for we and condin of root balls entl during inetekM l,0"I inches N diametr fm emh one 11'1 iawh o1 trunk debban r, me .uretl Sia 16"1 no.. above bel). INomexlm.confirm. nfirm. to 16" 3.1 REO PREPARATION 6 FCRTILwATIDN ball, as wall es NI nWpn, plastk sidrp and wire. Container tans wall usually be root hound. it p follow santlartl nursery Wectke 1.2 DESCRIPTION OF WORK e. Plante used for replaeament shall ha of Me same size end kind as those originally pleated and Snell be earned syrtem,, limbs, benching habit, in.aMt, injuries and Invent iNtna, the a emery n eery ..Be. For cl.Ificetion, Ma t "mdnPunk' defines a Plant having Ill. (3) or mot trunk. sof A. Lantlecape Contractp to inspect ell ,rating contlitione and report any defkiexiea 1. Me Owner. of 'root aeonng'. A. Work Included: Feanah all au VII.n, labor, matmlals, services, es originally s Riad. All work, including me anal,, nearly equal diameter.) J. De not wrap has. nt equipmeand applientee red.iremu M tl to oaplee work covered t c.14 with the IarM ping covered in the,¢ ,pacifloatione and undecaping Plane, includil,: labor and equipment usad in replacement. albeit cent' a waive 112) m.mh guarantee. Any damage, including . in lawn or bad areae, incubed n e result 11 making Z. 0-,', Authorized Repesemative velem tisf - or .remove rarial a ma during In. platen work. Remove rejemea matenale an, taly from F. Pruning: All Waling oft . and aauba, a. directed by In, Lahore." Archnet' Wier nto W. acceptance, ¢hill be eacuNd B. All planting are. Poll be ...ori- a. follows: 1. Ph Fda new planting bed¢ by emaping away admin grits K. Do not over pone. "Placemen. shill be Immediately repaired. Me an and replace with Ic bNo maariel at ro edtlitlorol by the Landscape Contractor an no edritlInal con 10 the Owner. and weeds n oa,arv- Ttll exlatirg loil to a depth of six L. Mulch the tap of the bell. Do not Plmt gran all Me way 10 Me 1. Ranting Iuaae, shrubs and lianas) 2. Bed preparation and fertilization a. At the direction of the Owner, ptenu may be n plaid al the mart al the next year's denting .....n. In such nt to 1. Owns. Rani¢ damaged M bendt p et job ". ¢hall be IN.ed. 2.2 SOIL %REPARATION MATERIALS I6") ixhn Prior to pl.mg compost and fertilize. Apply tannin ea pal M-Nelmar'a racpmmandstions. Add six IS"I lama of comppn and till into a depth of kill 16"1 Inches - of Me bee. leave [Ire area above the cop of the bell ant mulM with m label two 12') inches of specified realm. s. dead plana .heli be rear... from the premia. 1.9 PRODUCT DELIVERY. STORAGE AND HANDLING A. Sandy )pear: of the toDail. Apply vP,nN fedb a, wch a. S..an or M. All plant bed, and treat t0 be mdcned with a minimum Settled 3. Notification of souroes mm Iediately. Green Sen. at the rare of twenty 120) Paunds par one Micknea of two 12'1 incite over the emcee led!or pit. 4. Water eM mdnt.n.n.. umil fine) tceeptance C. Winn dent "PIN -rte ie a made, pante. a.1 mix. abe A. P,.P.N .a: 1. Frable' ,.mile, dark, loamy ..., hit of clay )tarp., .0 i..11. ea and other exbaneouk m 111 end reasonablyon free of thousand 11,0001 aquea lee. N. Marble below ground; In the event that nook, or 5. Guaran[n artilixer mrd mush ane to ul N.d as an.mfy opacified and r in.pecud for full compliance wkh the, 1. Balled and BIn.,brad (Bi Rant: Dig and!Wepare ,Npmwt in a marear that .,arpt damage root, National. weeds no Nbu,n gree Loam eaknainbg Dellaegraa p Well -.hall be ..)..bred. 2. All plantingere shell starve a two 12') inch layer of .Pocifted mulch.a� undargrwM oonatnuc ion work or obmruciioru me ee rnkrad in env Plant ph 11cev.101 work to be done antl, tale ¢action. requirements. All replacements are to he aMPo end't�ro development. altarnote locations may be SaNINO by the Owner. Wane 1.3 REFERENCE STANDARDS included rah, -Work' of [his ¢action. 2. Container Grown Rana: Oliver plants in rigid ......I to 2. Phy,ical Paperdes as slaw.: a. Cay - between 7-27 Porcnt 3. Backfill for Ilea pit slr.l he as follows: Ua a 'In' cep ¢oil on sft. jun imported to earl n needed) free tram terga ons eannot be CM1 a,bal [ho obetr.mlan. shag be remavetl to=e Id•ptn If not Ian than three (3') feet bdow lima¢ anal no A. American Standard for Nursery Stock Dublille d by AManc.n 2. The Owner agree. Mat for the guarantee a be effatchn , be hos bell shape entl protect root ren.. b. Sia - batween t S 2S percent camPo. rocks. deans, ulicbe, eubaily, ants, plead In nine laa Man six IB"1 incan beaw Me bottom of baa when plem t AeadoNt" of Nia,ki, : 2] October 1980, Edition; by Amerinn ofStandard. Institute. Inc. (260.0 - Dant will were plant, at lent twee a week during dry period. and ovltivate bade arra a mo.h Ikea final eccepanca. B. Delivery: c. Send - kit then 52 percent 19') incl, level and watered in thoroughly. propaM sat et the banned gado. Th work of Ml section shall xlude the re vel Intim Ma a of aunt reek or a dergreund [the mmerial 3. On,,.no matter ¢beg be 3%-10% of [mal dr p g y oral ht. C. Grreea Area,: bmructio mare. at n an... wet of Me Ltnd.raPo B. American Joint Committee on HoniculNral Nomendeare: 1942 3. The above guaranas onell not apply wase planta die aftt, beau f I 'u fire, f eccepunce P rt' oar ¢tam s. hail heart, 1. Vnagh; packaged mat rials in vada. co-ther.s ¢hawing rid vi wet ht a antl n 01 m nufecanr. R.ect g y a oma a 4. If raqueead. Landscape Conhector Meli provide a certified 1. Blocks of sod shotld be laid join) to )Olaf (¢tp9ernd pint) Contactor.¢ Edibon of Stenderdizetl Rent Nemec. m � ams,.Saes¢, injury by harems, meMixa or eheh. m materials fro tlmerioration during delivery and walla stored Boil analyse conducted by a approved III t sdng after fertilPinI the grouts firer. gree mete t. achieve 0. Teni and I.D. hblbe .hail be naked site rte on sI[e. laboratory verilyinp that eentlyn loam meet the above smooth, even .alveus The jdnn betweren Me blocks of bol POakipn ¢ekes to metre trees apalnrt vaepnal Weveiling winds. . l parev )lin jakil C. Texas Alleviation of Nurarynrmr, Gendn and Standards 4. Acceptaxa b NI lantlsrape work shell be given after final on b the 0w Aided the job Is in a cpm late inapemi y p i p 2. Deliver on plan mean.le Met c a tee nNd In one de N D t de regwr•rxnta. sod shot. be filletl with [Quoit wore they ere evidently gpea open, tlwn weaned Mmpghly. P. Pruning and MulcM1ina: Runing Mall be directed by Me D. HorttS Thad, 1978 Cornell Univetay undampetl contlitan entl Mere io a eats of glees in ell a b adequate storage and wktering leciliaes era available B. Organic Compo. with a mixture Bdd ve9etI. of and.a,di Architect and be pruned rat .tuning, a wits 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS L lawn a At [nal time the Owner will ¢name mtinten[xe .n Me acnpted wlink. - n pb site. 20Material: and al a end 20% animal orate. Inereaients ebodtl be a mix of .aur a end lino textured material. 3.2 INSTALLATION Imo aNndard Madcuhurai attic¢ foliarvrng Fx Pruning, Clnf I pruning .antlards provided by the National Arbonat Aaociation. 3. Rated root bells by ata in with ¢¢orate) or other A. Maintenance of plem metrerieh droll begs tmmee after each A. Samples: Provide re native opiantili.. of cantly loam and bed mix material, gavel, .arm, heel edging and C. Repeiu: Any 11 110ry repairs order the Guarantee mu. be araC¢ fen 1101 days attar receiving notice weaMer iia Nan. f moisture retaining material if not Wanted within 24 Mitre of delivery. C. Premixed e. Take Soil a supplied d, Vital Earth Rnoutn, Texas; Rofee.onal Beading Soil n suppltetl by Gib. plant . In he, b . ibe s e wtl Shell oad. until all tendril contrucnon hes bean tatafecarily ecromplisiwd. 1. Dead wood, .uckere, broken and badly bruised brenchn Nita be removed, tipping of the braxies is pt one. stokes. Samples shell be approved by Owner'¢ Authmixea approved rig. permitting. In the e t Me LendccIF Convector dam ro .atm, Living Eann Tecnnalogy, Delle, Texas or Acid Gro Mrmiclnl Mix 1 Hasa permrnetl. Do rat cut tamanal bran<lbn. ReprennadVe before use on Me pr.jnt. 1.5 JOB CONDITIONS make label a bdirgly, the Owner, wfMut further notice to Co.dbctor, may provid, materials and men t0 make such repaira n 1. ..,an. to the Lana.— Contactor. I. Protect plwte during dative, to prevent damage to oat babe o, ads -tion of lava. Keep plana moi¢ at all d Cover air re. eabl tluring transport, be aupplia l by Son Building Systems, Daae,, Taxn or approved ¢pals B. Rent materiel shell be delivered to the site only after the beds re prepared and areae Ve ready for panning. All ahipIv- of remy maabliel .wit be ilaeoughi protected from Ibe drying Milds 2. Pruning Mel) be dans with clean. Sharp solo. 5. Notify C..", A— led Rapaantetiva of dalivmy D. Sharp SVd: Sharp and ..a, be fan of weds, it p.nid.s entl dudng Parrett. All plant, which cermet be planned m once, 3. Immediately alter parking .pa,"tl are complud, ea tee A. Genal C., trectaa to complete the NINneing pnab lean No, to 1.7 Landscape CoMranor initiating any Portion m iandacePo QUALITY ASSURANCE ¢Chatline 72 Mut in ad V.- jab cite. weed.. ¢Her defivery a the tire, shill be wag pro Nd agenrea tie p bbaity of drying by v ind and Baa. 0f earth of B B B plants pit shell be covered rev h e aye el organic materid two 12"1 incites in Paptn. This limit of tine odone material for Installation, General Co bbeator $bell leave planting bed areas A. General: Comply wkh applicable federal, .ata, county ant and 6. flemova rejected plant meted.) immetliably from job sae. E. MIAM: Oouble Shredded Hiedwoo0 Mulch, partially dwampoead, shall be kept covered wkh 1 , other e,0 mble material. All hen shall he are diameter of Me dant plc [Arae j3') inch below 04.1 finish gnd, of aitlawalka, drive. and curbs as Ndw) on the .awing.. All lawn areae 1G alb iv. solid .atl Mall be laft one (1'I inch below the line) Finian grade of reR.Woionk Preventing Imd...pe material. and work, B. Nbernil: Empl.y only aperient¢. tetoxel whe are familiar 7. To avoid damage or ¢heal do not lift, move, adju. to plumb, or oIn. . -.Put.. plan,. by trunk or.em.. dark brown. Using Earth Technologies or approved peal. F. Organuc Fertilizer: Peen! aid, Staten, or Green Sens. or pull n plant, oma n Me property of the Cekrector until final _P--r G. Steel Curbing lb.N.. i.n: aidewelks, orae and curbs. All co tbn dead. shall be removed prior to Lend— Contaca,nbeglmgng any work. with the r 111d work. Provide fill time s ,reftion by a qualified foremen acceptable to Landscape A Ntem. PART 2 - PRODUCTS Ind, for rpuired ap0licaUona. Fertilizer shall be .¢waned tothe alto in original unIparad c nen C. Petition tbe Pee, and shrub, in their sanded k 1RN1 as per plain. 1. Curbir" M t be eInbed ala molter. on plana. Stake out limits of .eel curbtg antl obtain Ownat approval prior to B. Stooge a and -b nt IT .w lob Me wl)I be et C. 1.. of Rant Mmerlal: 2.1 PLANTS seeing the h enufaoture... guerantnd statement Crtan,ly.i,. O. NPP the Autnorixed for inspection and inalalatton. risk of the he Land le held Contractor. The Owner cannot be held 1. Make contact with suppliers immediately upon obtaining Me G. commercial Fenno,: 1P2010 similar enalyli.. Nitrogen .11 P..e an.N..N. approval 01 ell Do.iti.nirg of dant meanels. earn Z.All stns curdnp ah&I be free of slake entl abrupt banes. respo B for b.f, I, nelble for thea or dame a o f )otic o convent a f ..I nee r select end book materiel. anti P Wogs (pruning I Deveh a mol mNntaked and o A. Gen nal: a-Imre¢ N l r 4 We tl o. g oda f better d, tory grown p, . Uaad ant bei ht are from top, ai sot balls to nominal to a of plant 9P 10 ca a tee e m um 50% plow ,elan organic Nitrogen ISLU orUF) withr a pnrmum B% Sulfur antl 4% iron, plus E. Excavate plta with via sitle and Tae band 3. Top curbing resell be J4' maximum hei9M above finer 1.6 MAINTENANCE AND GUARANTEE which will ensile the purchased meariNa will meat and I m ab eat I a xceed Drojn[ specifications, pears. Rent apNO neat la xminl auto. wi.M of the prem, not the Otte bat tops. Pante will be individually apprav by mgronuulan,.. t handlin pia ¢hen tee tolarge l ouph t. permit M1and h entl panting .q p without i a belle of .eats or rThe and shdi be of such linianetl gatla. , A. Mainteeuroa: o 1, Me Owner's Amhod utive and hie tleciaip ea :a H. Peat. C sphagnum peat masa decomposetl tl.atI Maa -ben pantetl se[[[ed, Me crown o1 the plant .evil , 4. Saki me to on the Wnttng bed sitle of the 1. The Iandxa0 shell be M1eltl reeron.ible Na the 2. IN, P fled: DO not make plant . no rid subable, Dns. If the ¢paellad landscape m riel to obteinebk. submit It final. their, eccaWebnity .Ma be final. .seed¢¢ pine bark or other approved organic matenai. pin, bar en a rhanay bear . i ams iii Flan .1 ro Me finish yretle es it d. a evil o, striate to onpinel place of m.wM. re k; in the curbing, es opposed to int Braes sitle. f ." worker e of ell work bare W time of bnliag until lint proal of non-af a Iebi1ny N Landecapet A,Chitnt, lo6eMe, B. G.MMIaa; The drawing, and peoificati0na ere co Ii manly 2.3 MISCELLANEOUS MATERIALS 5. Do not market arae' edging along srdell1k, on verbs. acnptence by the Owner. No tae., shrubs, BrourdcOve or gran will be a .pad arae. May Show healthy grawM and an orap0al for ual of touNaant maaael. At he time bide are 11bmMad, the Convector ie aumad a have An th ng Celled far on one entl rot the other ie e. binding .. if shown ant c,IW f. on both. The dant sal W. a an aid a A. Steel Edging: All steel all shall be 306' thick x 4" deep x F. BMub end free pile en.l ba no a. Men tw.nhi 124'1 inch.. widen than the lateral dimenk. e1 In. earth bell ant six S. C. steel edging e[ 45 degree ngm, where .dein¢ mesa eadafecary idiage cordi[ion,. Ixaletl [be materiels nacesary to pmpl.te the job tee appiliad, adders only. Confirm reg quentMn on plan. 16' Ie+g wan 8 stakes per cectlon, painted back at Me factory ,,manWactured by The J.D. Ruaeall Company end under Its 16") infra. deeper Men it's vertical dimandon. Be. I and haul Irom elle all rack¢ and over Meeea enm lY'1 I)Ch in Sidewalks or wNS. 2. Mdntenance shall include watering f ben and plant, cultivation, weeding speYing, etlghg, pruning of trees, 3. L[ndaePo ArcNtnt will provide a fey itlentllyinB itch tree C. Quality end Val: Rant metenaa shall conform a the size given plan, and shall be healthy, tymmehical, well -.hand, full ¢nada name DURAEOGE Heavy Duty Steel, diameter. Plant, tbeultl be th-gnly m bear, .moving 3.3 CLEANUP AND ACCEPTANCE con[arrters wing of Bean, cleaning up antl all other wank nen... V lac[tian oa site. Written verification VnH be required to ;nan banoned end wall meed. The planta Mall tee hes from ajutioue B. 6takirg Material rte, Shatle Trees: refm to dates.. A. Geawp: During Me work, tae premieea ¢hes be kept nam and of maintenance. document -6.1 eelntion, sauna and dk-,Y Bone luaa i e, dineaes, ibeerme to the beak ter roots, broken branches, G. Dig a wki rough sload hot. ¢seely the rima aepth n the I tally a1 all tinea. Storage arses for all mmanals swell he ea 3. A written notice requesting final inspection and apapt[nu a Dire, objemwnabie di.figuramenle, amt eggs and larvae, and are to be of apcimw polity, C. Gravel: Wean¢. native Dea Breva), graded 1 inch a 1-112 inch. height of tbe sell, npacielly et M• aurfau of the plata.. Tate sitle¢ of IN, hot. .Mud be rough ant jagged, never Blick or a;g.nixetl eo that they, too, see neat end ortlarly. All hath and dean, Shall be removed ham the site as work pnogreaa... Keep Moultl be aubmitbtl to the Owner .leen even I]I deyc 4. Menuromente: Measure tan, wits ban-, and trunks or D. Flier Fabric: 'Mirefi Mirascepe' by Miafi Conehuction Protlucte glazed. Dever can, dean by sw•epinp a hosing roam .end of itch Prior to c0 plerp An pit -she napeetion by the O -I's A.R.— Representative will be template. prior to -i.en ens. in [hall nems) DONdII. 0o ro ate t Main requiretl date. Take caliper measure me x Inch.. above D. ApWp I: NII pleats wnoch are found unuitabl in Brewtn, p ere any ..I.AMy, badly shaped ter und.,W.d eana lion will be vailabie et Lona Ste, Ned.oN. Inc., MISS) 523-0444 ter approva l p -L N. P.toaywn Tett: Fill Me nos with wear. It thew ee level doe, work day. .ok, ce. ground for h up 10 and including a" caliper e1r , and waive inone. above ground for larger six... Menuee main cud by the Owner a Autborled Re We ,audve either before W) after planting and ,hall be removed It= eapane of the E. Rival Rock: 'Colored.' or native river rock. 2" 4' tlio. not Deagoa[a within 24 hour., the bee reed, to move to anti ar END OF SECTION location or have drainage adr- NoNtl I PVC nand Dior pe, B. Guarantee: bony a all plant m.erial of hegnt ant spread dimen,in,, Lendwaye Conbactr and tplacad with acnptable plant as O 1 TREE PLANTING DETAIL NOT TO SCALE TREE PLANTING DETAIL LEGEND AND NOTES A. TREE: TREES SHALL CONFORM WITH R. BACKFILL: USE EXISTING NATIVE SOIL LATEST AMERICAN STANDARD FOR tn. ementlmenta) WATER THOROUGHLY TO ELIMINATE AIR POCKETS. NURSERY STOCK. www.anle.mg B. TREE PIT: WIDTH TO BE AT LEAST TWO I. MULCH: DOUBLE SHREDDED (21 TIMES THE DIAMETER OF THE ROOT HARDWOOD MULCH 2 INCH SETTLED BALL CENTEfl TREE IN HOLE 6 REST THICKNESS, WITH 2" HT. WATERING ROOT BALL ON UNDISTURBED NATIVE RING; ENSURE THAT ROOT FIARE IS SOIL EXPOSED. GROUND STAKE SHOULD NOT BE VISIBLE. C. ROOT BALL: REMOVE TOP Jig BURLAP J, TREE STAKES: SHRUBS / GROUNDCOVER; AND ANY OTHER FOREIGN OBJECT; TREE STAKE SOLUTIONS 'SAFETY PETER TO LANDSCAPE PLAN CONTgINER GROWN STOCK TO BE STAKE' BELOW GROUND MODEL INSPECTED FOR GIRDLING ROOTS. AVAILABLE FROM: TOPDRESS MULCH PER Tree Stake SofuPon. SPECIFICATIONS; 2' MINIMUM [ D. ROOT FLARE: ENSURE THAT ROOT ATTN: Jeff y SETTLED THICKNESS Tin.r r✓ ':� FLARE IS EXPOSED. FREE FROM MULCH. 1903) 618 8143 TOP OF MULCH 112" i r AND AT LEAST TWO INCHES ABOVE 3/18' X 4' BLACK EDGING, GRADE. TREES SHALL BE REJECTED IeffLBhenteknalurion roar, MINIMUM BELOW TOP OF; I, STAKES ON INSIDE; EDGING SHALL WHEN GIROUNG ROOTS ABC PRESENT 6 www-trenukndudone tom CONCRETE WALK /CURB _ - BE FLARE IS NOT APPARENT. - BE VE MAXIMUM HEIGHT ST APPROVED EQUAL. TREES SHALL BE SCARIFY SIDES ABOVE FINISH GRADE STAKED BELOW GROUND WHERE E. ROOTBALLRING: REFER TO NECESSARY; ABOVE GROUND STAKING CONCRETE WALK - F - - LAWN /FINISH GRADE MANUFACTURER'SRER'S GUIDELINES FOR IS EXPRESSLY PROHIBITED. 5121NG. PLACE flOOTBAII ANCHOR " RING ON BASE OF FOOTBALL, TRUNK K. IT SHALL BE THE RESPONSIBILITY OF ✓��-.'a±'. ` SHOULD BE IN THE CENTER OF THE THE CONTRACTOR TO OBTAIN A COPY NOT AFDIC T PLANTING RING. OF THE MANUFACTURER'S ! -__-_ _- SPECIFICATIONS PRIOR TO - F. ROOT ANCHOR BY TREE STAKE INSTALLATION OF TREE STAKES. I SOLUTIONS.CONTRACTOR SHALL ADHERE TO NOTE: _-_ _ __ _ __ __. MANUFACTURER'S INSTALLATION NO STEEL EDGMG SMALL ff T,f PREPARED SOIL MIX PER G. NAIL STAKE. REFER TO eE INSTALLED gLONO SPECIFICATIONS; TILL 8' MINIMUM GTHERRE S, MENT ICATORE AND MIX MANUFACTURER' INSTALS GUI STAKES FOR OTHER INSTALLATION. FOR TREE STAKE SIDEWALKS OP CURB¢ OF PREPARED SOILING INTO SIZING. INSTALL NAIL STAKES WITH INSTALLATION. 8" DEPTH OF EXISTING SOIL HAMMER OR MALLET FIRMLY INTO REFER TO LANDSCAPE PLAN UNDISTURBED GROUND. BR NAIL 6• FOR SPACING NATNE SOIL ASTAKESDACE FLUSH WITH LL BRACKET ADJACENT TO ROOTBALL (W NOT DO TSA NOTDI DISTURB ROOTBALL). DO NOT OISTUgB O/] SHRUB / GROUNDCOVER DETAIL L NOT TO SCALE CASE NAME: MCKPI AN JAMES OFFICE CASENUMBER: CU1909 LOCATION: 1044 TEXAS TRAIL; LOT 6R, BLOCK I GRAPEVINE STATION ADOGKIN MAYOR SECRETARY OATS: PLANNING AND ZONING COMMISION CHAIRMAN DATE: SHEET: 9 Or, 1Y APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES • 4245 North Central Expy BELLE Suite 501 FIRMA : Dallas, Texas 75205 • 214.865.7192 <�. , to O to VJ''^^ w J LU Q ZW LU 0 p �F-z � 029 z 0-1 Z LU w O IL LLLL ZQ O �_ Lu LLU wY� U U B Ow LL a n m 0 (n Z to w a moo_ U a fn c � Q L L z g � W U � ~ F- W W Or V) SHEET L1.02 JOB NO. SITE LIGHTING FIXTURES TYPE DESCRIPTION MR 8CAT NO LAPS VOLT 1INUT REMhRKS TTS SA2 2 -HEAD LED POLE MOUNTED FIXTURE MOUNTED EATON PRV.MO.O4JNV-T3-SAIXMAI011 LED 1=77 286 ON 30" EXISTING POLE BASES AND NEW 25 POLE. IN SA3 XNEADLEDPOENOUNIEDFIXTUREMXINTED EATON O-0LMFTS-SA%X-FH1011 LED 12 77ON 30' EXISTING POLE BASES AND NEW 25' POLE. (INCLUDED) SS EXTERIOR WALL MW NTED LED FIXTURE WTH UP EATON NVUE AENC-E024ED-El b -% UCG LED 12(W2T7 17 ANODOVMLIGHTDISTRIBUTX)N INCLUOEO) EXTERIOR INDUSTRW WML MOUNTED LED EATON STREETVAORKS AVRP4B-LED.ELFC- LED _ SC FIXTURE XX INCLUDED) 1200277 32 1_. NOTES: 1CONTRACTOR IS RESPONSIBLE FOR PROVIDING ML ACCESSORIES FOR PROPER MOUNTING OF FIXTURES IN SPECIFIC CEILING PER LOCATION OF FIXTURES 2CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE ENGINEER OF ALL LIGHTING FLTURES(NEWOR SUBSTITUTES). - - 3SUBM TXS. CONTRACTOR TO PROVIDE WOMITTM MCLUONG PRODUCT DATAAND WARRMTYNFORIMTON FOR EACH FUTURE TYPE AND RS ASSOCIATED DMLASTAND LANE 4 NfARRM11Y BATTERIES. BALLASTS. MND LINEAR FLUORESCENTLMRS SHALL HAVE 10 YEAR, 5 YEAR. AND 1 YEAR WMRANTY PERIOD, RESPECTIVELY 5 EXTRA WATERIALS PROVIDE 10 EXTRA LAWS FOR EVERY 100 FOR EACH TYPE AND RATING OF LMP INSTALLED FURNISH AT LEAST2 OF EACH TYPE, PROVIDE YITH PROTECTIVE COVERING FOR STORAGE AND CLEARLYLABEL CONTENTS B. LIGHT FIXTURES. THE DESIGN FOR EACH LIGHT FDaURE AND EXITSIGN IS BASED ON THE PRODUCTMAAED M THE 'LIGHT FIXTURE SCHEDULE"ASOVF UNLESS OTHERWISE NDTED, PROVIDE ERHER THE NAMED PRODUCT OR ACOMPARABLE PRODUCT SUBJECT TO COMPLIANCE VMtH PROJECT REQUIREMENTS EXIT SIGNS AND EMERGENCY LIGHTING WITH SELF-CONTAINED BATTERIES SHALL CONPLYWITH UL' -- 7. BMLASTS PROVIDE PRODUCTS BYONE OF THE FOLLOWING MANUFACTURERS -ADVANCE. MIGNETECK OSRAWYLVANN 1 LED ORNERS: MNPNMEFFICIENCY 85% AT FULL LOAD. INTEGRAL SNORT CIRCUIT OPEN CIRCUIT, AND OVERLOAD PROTECTION.POVIER FACTOR ZOBS TOTK HPIRAONC DISTORTION s20% 2 BALLASTS FOR EXTERIOR FIXTURES SMALL BE RATED TO.20-F.- B. BURN INLMAS THAT REQUIRE SPECIFIC KPWGPERIOD TO OPERATE PROPERLYPROR TOOCCUPANCY'BYOVMER ALL NEWFLDURESCENTLAPS MISTSE BURNED AT 100% NTENSITYFOR 100 CONTNUOf '\ V PRIORTODNTINGTHE LAWS Page CONDITgNAL USE REOUEST IS A REQUEST TO - ALIEN. THE PREVgI1SLY APPROVED SITE PIAN OF CUli38 (ORD. M0 l I FOR A PLANNED BUSINESS PARK "-"'— - SPECIFICALLY TO ALLOW FORME DEVELOPIENTOF A 30.212 SOLIME FOOT OFFICE S WAREHOUSE ELECTRICAL PHOTOMETRIC PLAN Purdy - McGuire Ye 1 3 0 - ,U, 0,11E uneen 17300 North Dalloa Porkway SWIIe 3000 DRIIoa, gilt, 75248-1147 firm RegiaNaOon f F-1511 T.I. 972/239-5357 Fo.: 972/239-5231 .wA.PVrdY- g,;m.com C 2007 PMI JOB NO. 19011.000 PROJECT MCR- DAN THIEN THIS ORA'MNG SMALL NOT RE REPRODUCED FOR ANY PROJECT OTHER THAN THE PROJECT NOTED IN THE TRIS BLOCK MMTHOUI ME YIRIiN CONSENT OF PURR!-McWIRE. INC. WLLPS. TX CASE NMIE: MCMILIAN JAMES OFFX:E CASE NUMBER: CU19UB LOCATION: IDN TEXMN TRAL LOTm BLOCX GRAPEVINE STATION AO 1— PMYOR SECRETARY DATE " PW NNIHG AND ZONING COMMISSION CMNRNAN DATE _ SHEET. M OF 12 APPROVAL DOE. NOT AU -l. ANY WOfiK IN CONFLICT WITH ANY CARES OR ORDINANCES. DEPARTMENT OF DEVELOFMENT 9ERVICE4 eY� C) O (D N U) x W W LA � F Z O O O 2 Tn Q (zi Z aK W W H LLL Q Z Z fsLL ¢¢ OO w (L Ln CL W Y V < O O Oma Z F- 0 V O F- a Z w F �F W o ~V H T- W ELI W U) SHEET E1.01 10 OF 12 OB NO. D $i man son PI ..1, xlv 1515202 i9V (FAX) ITY ONLY OR CTION X H ELEVATIONS _1.01 11 OF 12 METAL CANOPY C STEEL COLUMNS WIRE MESH GUARDRAIL SYSTE STONE BLOCM PROFILE OF EXTERIOR TRELUI RETAINING WALL STOREFRONT SYS —EXTERIOR MASONRY COVERAGE — 100% OF EXTERIOR WALLS EXCLUDING DOORS.-; N WI —REF.CIVIL DRAWINGS FOR F.F.E. & SPOT GRADES AROUND SITE �`a - -BUILDING HEIGHTS NOTED ARE ABOVE F.F.E. SOUTH BUILDING ELEVATION O SCALE: 1/8" = 1'-0" ALUMINUM SHADING DEVICE, PTD. STONE ACCENT WALL PTD. DECORATIVE FORM LINER PATTERN IN TILT PANEL, TYP. STOREFRONT SYSTEM. TYP. STEEL SHADING DEVICE. PTD. SIDEWALK LINE TOP OF RETAINING WALL BOTTOM OF RETAKINGWALL BEYOND FINISH FLOOR OF BUILDING BEYOND GROUND LINE BEYOND EST BUILDING ELEVATION OZ SCALE: 1/8"= 1'-0" BUILDING I MEMBER CONNECTS TO BEYOND ® COLUMNS OF COVERED CANOPY EVERY 2 SPACES. RUNOFF TO WN COLUMN k DAYLIGHT 6 BASE I BRACING 'ED AREA NOT COVERED SIDEWALK n ENLARGED ALUMINUM PARKING CANOPY SECTION SCALE: 1/4" = V-0" PREFINISHED COPING CAP PTO. CONCRETE TILT WALL PANEL WITH DECORATIVE TIE BACKS, TYP METAL CANOPY ON STEEL COLUMNS WIRE MESH GUARDRAIL SYSTEM SHADING DEVICE BEYOND STONE BLOCK STOREFRONT SYSTEM. TYP. ALUMINUM PARKING CANOPY //�� ALUMINUM TRELLIS SYSTEM WITH METAL ROOF BEYOND, PTD. RETAINING WALL A merriman anEll erson CONDITIONAL USE REQUEST IS A REQUEST TO AMEND THE PREVMSLY APPROVED SITE PIAN OF CU1 36 (ORD. M-1) FOR A PLANNED BUSINESS PARK SPECIFICALLY TO ALLOW FOR THE DEVELOPMENT OF A 3D212 SOUARE FOOT OFFICE 8 WAREHOUSE. CASE— MCMILVJi JAMES OFFICE G45E NUMBER: CU—P LOCATION: 106A TEXAN TRAIL; LOT SR. BLOCK, GRAPEVINE STATION ADDITION MAYOR SECRETARY DATE' PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET. 12 OF 12 APPROVAL DOES NOT AUTHORIZE MY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES PROJEUH MINOR m 201giBS ISSUE: 0310617019 SHEET - ARCHITECTURAL ELEVATIONS SHEET. A3.02 11 OF 12 artMtecturepMnning Interior design :AP PID. 300 N. FIELD sr. RE. TYP. DALLAS, 1gXAg )Smx ve7ex99 ]14."71139(F" V.H. PARAPE. W FOR CITY REVIEW ONLY NOT FOR CONSTRUCTION CONDITIONAL USE REQUEST IS A REQUEST TO AMEND THE PREVMSLY APPROVED SITE PIAN OF CU1 36 (ORD. M-1) FOR A PLANNED BUSINESS PARK SPECIFICALLY TO ALLOW FOR THE DEVELOPMENT OF A 3D212 SOUARE FOOT OFFICE 8 WAREHOUSE. CASE— MCMILVJi JAMES OFFICE G45E NUMBER: CU—P LOCATION: 106A TEXAN TRAIL; LOT SR. BLOCK, GRAPEVINE STATION ADDITION MAYOR SECRETARY DATE' PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET. 12 OF 12 APPROVAL DOES NOT AUTHORIZE MY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES PROJEUH MINOR m 201giBS ISSUE: 0310617019 SHEET - ARCHITECTURAL ELEVATIONS SHEET. A3.02 11 OF 12