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SP attached to CC Packet 0611131-5 1� LIMITS OF PD AMENDMENT JR., TRUSTEE y I I i I ( i (t , I D1200160297 D.C.T. °- I m D HC ANT Z I I i Z I I> N I0 c� lz 91 m � . I N I I ( I � I I _I I I i JR., TRUSTEE y I I i I ( i (t , I D1200160297 D.C.T. °- I m D HC ANT Z I Parking Requirements Z I I> N I0 rn Restaurant 1 /100 Office 1/300 � I W i m II I w f I N 266,898 38,915 I 39 1 18 12.2% 109 2�I `:a1 148 6 15 10.0 5 ** HC 2T -3" --- _. 6,468 I S - 54% N60 5#489$W 66.31' t 17.6% LH Emerge,xy a m Q i D � Generator � C G%•�J X � �" � E I i � ' � Q 0 �DY 2 PROPOSED EMERUS BUILDING FF- 470.00 FD ©•o DEDICATED AMBULANCE DRIVE, IF 1 TXDOT DRIVEWAY NOT APPROVED. I 377.47' N65'10'04 »W 538.14' 'F STATE HIGHWAY 121 (VARIABLE WIDTH RIGHT-OF-WAY) - / / EX. SSMH ` PROP. - -' MONUMENT SIGN 10 LOT 9, BLOCK A TH GATEWAY PLA JC. NO. 2009 --141 P.R.D.C,T. ONED PD- 240R2 -HC COMMERCIAL MONUMENT L SIGN 1 t o� :iLi;§<i4rX`v'ivi'`�v "` %Y "�:k•; sky 7`aiti \ ... .. \ 0 ® cep ® s` �e tiF �N �eSta 2SF \ �0 o � REQ.D 12'X30' LOADING ZONE \ COSERV EASEMENT ♦ {' ' `'`' ;>' DOC, N0. 201000012342 \ D.R.D.C.T. \ \ \ \ D RAE C,T2010 -5459 `\ 100.56 t 11i0 U. A• L AC (;tib EASEMEN T ✓� SANITARY SEWER ASEMENI VOLUME 98146. PAGE 4736 N0.201100305594 7 f 47 » 1"=50P Site Data Table VICINITY MAP Lot# Existing Zoning Proposed Building Height Lot Area (SF) Building Area (SF) F.A.R. Parking Requirements Parking Provided Accessible Parking Spaces Hospital Retail 1/200 Restaurant 1 /100 Office 1/300 Medical Office 1/175 Total Required Provided % 1* HC 35' 266,898 38,915 14.58% 39 1 18 12.2% 109 148 148 6 15 10.0 5 ** HC 2T -3" 90,051 6,468 7.18% 54% 5 65 17.6% 52,879 65 108 5 5 5% 6 ** HC 28'-11 r, 8 27 ,633 4 ,550 a .6 50% 6 18.4% 26 26 26 2 2 80/6 7R HC ,' "' 33 $... s81 =893 ::'i 0 006 �6. % 50% 13 7 6 12.0% , '89 28.0 4,585 4,605 100% 5,268 5,268 10,784 12,985 12006 5,710 53% ** 9 HC n 28'-11 70,743 0 3 r 1 8 00 , 11.4 5% 9 ** 9 14 24 38 4 6 2 2 O 4 rb Total I 11,999 1 9,398 538509 63 974 11.90% 39 3 141 14 1 59 366 424 18 27 6% * Lot 1 consists of Lots 1 -4 of the original PD- 240 -HC. ** Lots 5 t 6 t and 9 have been developed; this admendment does not change zoning on previously zoned lots. Site Data Table Islands Provided Paving Area Landscape Area Interior Landscaping Perimeter * Landscaping Non- Vehicular Open Space Front Yard non - vehicular Open Space Prov Lot # # % of Parking Spaces (SF) (SF) % of Site Required SF Provided SF % Required SF Provided SF Req Prov % SF % 1 18 12.2% 98,004 134,654 50% 10,721 13,370 124% 41,459 121,330 36,045 76,979 214% 19,533 54% 5 19 17.6% 52,879 30,704 34% 4,799 4,799 100% 13,370 13,370 12,535 12,535 1000 6,268 50% 6 7 18.4% 23,949 13,595 34% 2,395 2,448 102% 7,315 4.741 5,632 6,406 114% 2,835 50% 711 11 12.0% 45,850 22,857 28.0 4,585 4,605 100% 5,268 5,268 10,784 12,985 12006 5,710 53% 9 ** 9 20.0% 26,744 35,899 51% 2,594 2,700 104% 11,999 11,999 1 9,398 21,200 226% 6,850 73% Total 1 64 15.1% 255,791 217,004 40% 25,931 32,681 126% 78,900 156,662 74,367 128,843 173% 40,385 56% PD Conditions Lot # Uses 60 s mu ti- tenant monument sign or lots 1,2,3 & 4 1 Office, Medical Office & Hospital permitted within 75' from interior property line 5 Restaurant 82.5 sf monument sign with development name and Rosa Cafe 6 All uses allowed by base zoning 60 sf multi- tenant monument sign for lots 6 & 7 permitted within 75' from interior property line 711 All uses allowed by base zoning 9 Profess lonal/medi cal office and personal services 60 sf multi- tenant monument sign for lots 8 & 9 permitted within 75' from Interior property line 1 -9 Proposed sites will be architecturally compatible Refer to building elevations 1 -9 All drive - throughs shall have evergreens screening to adjacent property 1 -9 Interior property line perimeter landscaping may be reduced as calculated on this plan THIS IS A CONCEPTUAL PLAN ONLY AND EACH INDIVIDUAL SITEIIWILL BE EVALUATED UPON DETAIL PLAN REVIEW. THE; PURPOSE OF THE PLAN IS TO ESTABLISH ARCHITECTURAL CONSISTENCY, MONUMENT SIGN LOCATIONS, EXCEPTIONS TO THESTANDARD MONUMENT SIZES, MUTUAL ACCESS, FIRE LANES, AND TO ALLOW OTHER GENERAL PD CONDITIONS ACROSS THE ENTIRE DEVELOPMENT. oftwol fil 10 gg- All I X16" t4 [1_, L NU CONCEPT PLAN BLACK WALNUT CAFE 1.88 ACRES LOT 7R, BLOCK A NORTH GATEWAY PLAZA CLARINDA SQUIRES SURVEY - ABSTRACT 1327 WILLIAM T. HYDER SURVEY - ABSTTRACT 1793 CITY OF COPPELL, DALLAS/DENTON COUNTY, TEXAS Applicant/Developer Engineer /Surveyor ,. -�� Binkley.102% Barfield I C&P FOREST BLACK consulting engineers 4VENTURES LILT Contact: Sean Quinn Contact: Grant Woodfin, P.E. 24 Waterway Ave, Suite 225 1801 Gateway Blvd, Suite 101 The Woodlands, Texas 77384 Richardson, Texas 75080 (713) 805 -8509 (972) 644 -2800 Fax (972) 644 -2817 Firm Registration #3185 Scale 1 " =50' Project No. BC 13055 May 7, 2013 Sheet 1 of 1 m O N 0 N \ r u7 0 0 0 n a� Q -0 0 0 n m rn N N 0 N LO F- a) 0 to a� L Q m a� 0 M 01 vi I P 0 O m Q m c� 0 O O m Q m / 0 v .9? 0 L n / to 0 L 0 LANDSCAPE NOTESi I . A TREE PERMIT 15 REOU I RED FOR ALL REMOVAL OF ALL TREES, S PROTECTED AND UNPROTECTED. 2. PLANT MATERIAL SHALL BE MEASURED AND 51 ZED AGGORD I NG TO THE LATEST EDITION OF THE TEXAS NURSERY 4 LANDSCAPE ASSOCIATION 5 (TNLA) 5PEGIFIGATION5, 61RADE5 AND STANDARD5. ALL PLANT SUBSTITUTIONS ARE SUBJECT TO CITY APPROVAL AND MUST 3. BE SPECIFIED ON THE APPROVED LANDSCAPE PLAN. L 4. GROUND COVERS USED IN LIEU OF TURF 6RA55 MUST PROVIDE COMPLETE q�7 GOVERAGE WITHIN ONE (1) YEAR OF PLANTING AND MAINTAIN ADEQUATE C GOVERAGE AS APPROVED BY THE CITY OF COPPELL. 5. TREES MUST BE PLANTED FOUR FEET (4') OR GREATER FROM GURB5, 51DEWALK5, UTILITY LINES, 5GREENIN6 WALL5 AND /OR OTHER L STRUCTURES. THE CITY OF COPPELL HAS FINAL APPROVAL FOR ALL TREE PLACEMENTS. 6. TREE PITS SHALL HAVE ROUGHENED SIDES AND BE TWO TO THREE TIMES- G W I DER THAN THE ROOT BALL OF THE TREE IN ORDER TO FACILITATE HEALTHY ROOT GROWTH. 7. TREE PITS SHALL BE TESTED FOR WATER PERCOLATION. IF WATER DOES R NOT DRAIN OUT OF TREE PIT WITH IN A 24 -HOUR PERIOD, THE CONTRACTOR SHALL PROVIDE BEAMING, OR DEVISE DRAINAGE PRAGTIGE5, AND GONTAGT THE CITY LANDSCAPE ARCHITECT PRIOR TO PLANTING. 8. TREES SHALL NOT BE PLANTED DEEPER THAN THE BASE OF THE "TRUNK` FLARE ". 1. THE TREE PIT SHALL BE BACKF I LLED WITH NATIVE TOPSOIL FREE OF ROCK AND OTHER DEBRIS. 10. BURLAP, TWINE AND WIRE BASKETS SHALL BE LOOSENED AND PULLED BACK FROM THE TRUNK OF TREE AS MUCH AS POSSIBLE. 11. TREES SHALL NOT BE WATERED TO EXOE55 THAT RESULTS IN 501L SATURATION. IF 501L BECOMES SATURATED, THE WATERING SCHEDULE SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE AND ABSORPTION OF THE EXGE55 WATER. 12. A 5 " -4" LAYER OF MULCH SHALL BE PROVIDED AROUND THE BASE OF THE PLANTED TREE. THE MULGH SHALL BE PULLED BACK 1 -2" FROM THE KX TRUNK OF THE TREE. 13. NO PER50N(5) OR ENTITY MAY USE IMPROPER OR MALIGIOU5 MAINTENANCE OR PRUNING TEGHNIOUE5 WHICH WOULD LIKELY LEAD TO THE DEATH OF THE TREE. IMPROPER OR MALICIOUS 7EGHNIOUE5 INCLUDE, BUT ARE NOT LIMITED TO, TOPPING OR OTHER UNSYMMETRICAL TRIMMING OF TREES, TRIMMING TREES WITH A BAGKHOE, OR USE OF FIRE OR POISON TO CAUSE THE DEATH OF A TREE. 14. TOF501 L SHALL BE A MINIMUM OF 8 INCHES IN DEPTH IN PLANTING AREAS. 501 L SHALL BE FREE OF STONES, ROOTS, AND GLOD5 AND ANY OTHER FOREIGN MATERIAL THAT 15 NOT BENEFICIAL FOR PLANT GROWTH. 15. ALL PLANT BEDS SHALL BE TOP- DRE55EID WITH A MINIMUM OF 2 INGHE OF PINE STRAW MULCH. 16. TREES OVERHANGING WALKS AND PARKING SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF 7 FEET. TREES OVERHANGING PUBLIC STREET PAVEMENT DRIVE AISLES AND FIRE LANES SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF 14 FEET. 17. A VISIBILITY TRIANGLE MUST BE PROVIDED AT ALL INTERSECTIONS. REV SHRUBS ARE NOT TO EXCEED 30 INCHES IN HEIGHT. TREES SHALL HAVr7z A E MINIMUM GLEAR TRUNK HEIGHT OF 1 FEET. 15. TREES PLANTED ON A SLOPE SHALL HAVE THE 501L STAIN AT THE AVERAGE GRADE OF SLOPE. 11. NO SHRUBS SHALL BE PERMITTED WITHIN AREAS LE55 THAN 3 FEET IN 2 WIDTH. ALL BEDS LE55 THAN 3 FEET IN WIDTH SHALL BE GRA55, 1 GROUNDGOVER OR 50ME TYPE OF FIXED PAVING. 20.THE OWNER, TENANT, AND /OR THEIR AGENTS, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE, ESTABLISHMENT, AND PERMANENCE OF PLANT MATERIAL. ALL LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. TH15 SHALL INCLUDE, BUT NOT LIMITED TO, MOWING, EDG 1 NG, PRUNING, FERTILIZING, WATERING, AND OTHER ACTIVITIES NECESSARY FOR THE MAINTENANCE OF LANDSCAPED AREAS. 21. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, OR REMOVED SHALL BE REPLACED WITH PLANT MATERIAL OF 51 M I LAR 51 ZE AND VARIETY WITHIN 30 1;)AY5 UNLE55 OTHERWISE APPROVED IN WRITING BY THE G I TY OF COPPELL. 22.LAND5GAPE AND OPEN AREAS SHALL BE KEPT FREE OF TRASH, LITTER AND WEEDS. 23.AN AUTOMATIC IRRIGATION 5'(57EM 5HALL BE PROVIDED TO IRRIGATE ALL LANDSCAPE AREAS. OVER5PRAY ON STREETS AND WALK5 15 PROHIBITED. A PERMIT FROM THE BUILDING INSPECTION DEPARTMENT IS REQUIRED FOR EACH IRRIGATION SYSTEM. 24.NO PLANT MATERIAL SHALL BE ALLOWED TO ENCROACH ON RIGHT -OF -WAY, 5IDEWALK5 OR EASEMENTS TO THE EXTENT THAT THE VISION OR ROUTE OF TRAVEL FOR VEHICULAR, PEDESTRIAN, OR BICYCLE TRAFFIC 15 IMPEDED. 25.NO PLANTING AREAS SHALL EXCEED 3:1 SLOPE. 3' HORIZONTAL TO I' VERTICAL. 26.EARTHEN BERMS SHALL NOT INCLUDE CONSTRUCTION DEBRIS. CONTRACTOR MUST GORREGT 5L I PPAGE OR DAMAGE TO THE SMOOTH FIN15H GRADE OF THE BERM PRIOR TO ACCEPTANCE. 27.ALL WALKWAYS 5HALL MEET A.D.A. AND T.A.5. REQUIREMENTS. 28.FINAL IN5PEGTION AND APPROVAL OF SCREENING WALLS, IRRIGATION AND LANDSCAPE 15 SUBJECT TO ALL PUBLIC UTILITIES, I NGLUD I NG BUT NOT LIMITED TO MANHOLES, VALVES, WATER METERS, GLEANOU75 AND OTHER APPURTENANGES, TO BE ACCESSIBLE, ADJUSTED TO GRADE AND TO THE CITY OF COPPELL'5 STANDARDS. 21.PRIOR TO GALLING FOR A LANDSGAPE INSPECTION, CONTRACTOR 15 RESPONSIBLE FOR MARKING ALL MANHOLES, VALVES, WATER METERS, GLEANOUT5 AND OTHER UTILITY APPURTENANCES WITH FLAGGING FOR FIELD VERIFICATION BY THE PUBLIC WORK5 DEPARTMENT. FINISH TAPER PLANTING BED DOWN GRADE TO TOP OF EDGING MULGH LAYER AS SPECIFIED MAX: I" DOWN FLAN IN MIX A5 SPECIFIED �- BENDA BOARD EDGING AS SPECIFIED PLASTIC, EDGING STAKES @ 5' -0" O.G. MAX. WITH PLATED DECK SGREWS FOR ATTACHMENT, LOCATE ON PLANTING SIDE OF EDGE TYPICAL BED EDGING DETAIL NOT TO SCALE PLANT LIST i YMBOL COMMON /BOTANICAL NAME SIZE SPACING QUANTITY REMARKS O 5HUMARD OAK / OUERGUS 5HUMARDII 5" CALIPER AS SHOWN 6 6' MINIMUM SPREAD; MINIMUM 7' HEIGHT; FULL ROUNDED HEAD 6 MINIMUM BRANCHING HEIGHT; NURSERY GROWN, E LACEBARK ELM / ULMU5 PARV I FOL I A 3'" GAL I PER AS SHOWN 4 6' MINI MUM SPREAD; MINIMUM 7' HEIGHT; FULL ROUNDED HEAD 6 MINIMUM BRANCHING HEIGHT; NURSERY GROWN, E CEDAR ELM / ULMUS GRA551FOLIA 3'" CALIPER AS SHOWN Cl 61 EMINIMUM 6'MINIMUM BRANCHING HEIGHT ; NURSERY GROWN, O LIVE OAK / OUERGUS VIRGINIANA 5" CALIPER AS SHOWN 6 6' MINIMUM SPREAD; MINIMUM 7' HEIGHT; FULL ROUNDED HEAD 6 MINIMUM BRANCHING HEIGHT; NURSERY GROWN, P CHINESE PISTACHIO / P15TAGHIA GHINEN515 3 "' CALIPER AS SHOWN 10 HEAD 16'UMINIMUM BRANGIH NG HEIGHNURSERY GROWN, B FOREST PANSY REDBUD / 2" CALIPER AS SHOWN 6 5' MINIMUM SPREAD; MINIMUM 6' HEIGHT; 2" MIN. GAL.; GERG15 GANADENSIS 'FOREST PANSY' FULL HEAD NURSERY GROWN DWARF BURFORD HOLLY / 7 GALLON AS SHOWN 187 FULL PLANTS ILEX GORNUTA 'DWARF BURFORD' KNOCKOUT ROSE / RO5A 5PP. 3 GALLON AS SHOWN 123 FULL PLANTS LIRIOPE / LIRIOPE MU50ARI I GALLON 12" O.G. 757 FULL PLANTS I i MEXICAN FEATHER GRA55 / 5TIPA TENNUI5SIMA I GALLON 18" O.G. 251 FULL PLANTS i I LITTLE BLUESTEM 6RA55 / I GALLON 12" O.G. 2,650 FULL PLANTS SCHIZAGHYRIUM 5GOPARIUM BAR HARBOR JUNIPER / 3 GALLON 36" O.G. 124 FULL PLANTS JUN I PERU5 HORIZONTAL 15 'BAR HARBOR' NATIVE SUN TURF BY NATIVE AMERICAN SEED CO. HYDROMULGH SQUARE 3770 MINIMUM 100% COVERAGE 70% DENSITY i FEET NATIVE TRAIL MIX BY NATIVE AMERICAN SEED CO. HYDROMULGH SQUARE 4,552 MINIMUM 100% COVERAGE ® 70% DENSITY IA FEET jD COMMON BERMUDA HYDROMULGH }GIYDROMULCH 5QUARE -7,051 MINIMUM 100` COVERAGE @ 705v DENSITY FEET F G 'G B 'E . LANDSCAPE REQUIREMENTS INTERIOR LANDSCAPE REQUIRED: REQUIRED INTERIOR LANDSGAPING = 10% PAVING AREA 45,850 SF x 10% = 4,5055F I TREE PER 400 SF = 4,585/400 = 11.45 (12) TREES ISLANDS =12% PARKING SPAGES: 15,310 5F OF PARKING x 12% = 1,847 5F OF ISLANDS I TREE AT END OF EAGH ROW OF PARKING I TREE PER ISLAND PROVIDED: 4,605 SF OF INTERIOR LANDSCAPE 11 TREES (12 REQUIRED) 4,732 5F OF ISLANDS (1,04-7517 REQUIRED) I TREE AT END OF EACH ROW OF PARKING I TREE PER ISLAND (15 TOTAL) PERIMETER LANDSCAPING REQUIRED 10' LANDSGAPE BUFFER REQUIRED I TREE PER 50 LINEAR FEET 215 LF /50 = 6 TREES 6 TREES REQUIRED PROVIDED: 5,267 5Q. FT. OF LANDSGAPE BUFFER 10' LANDSGAPE BUFFER I TREE PER 50 LINEAR FEET 7 TREES PROVIDED TOTAL (6 REQU I RED) ORNAMENTAL GRA55 3" MULCH AS NOTE: TOP OF ROOT SPECIFIED BALL TO BE LEVEL t �' °,&,� WATER RETENTION WITH ADJACENT " '$' biz BASIN (2" HT.) FINISHED GRADE. ' 23, FIN15H GRADE Y2 ROOT BALL DIA. e ;,,, fl L.'H - _.... - -. I :: Y2 ROOT BALL D I A. is.... ...i ............." ............� k NON - VEHICULAR OPEN -5PAGE / REQU I RED 7 1 i 15% OF LOT NOT COVERED BY BUILDING MUST BE DEVOTED TO LAND G SCAPIN T 81,813 SF (SITE) - 10,001 (BLDG.) = 71,884 5F 15% OF SITE IN NON - VEHICULAR LANDSCAPE 71,884 5F x 15% = 10,783 H LESS THAN 30% - I TREE PER 2,500 SF 101783 SF REQUIRED = 10,783/2,500= 4.3 = 5. TREES F 5 TREES REQUIRED REQU I RED IN FRONT YARD = 5,315 SF G PROVIDED 12,1a550. FT. TOTAL OF NON - VEHICULAR OPEN SPACE ON SITE I TREE PER 2,500517 10 TREES PROVIDED (5 REQUIRED) C PROVIDED IN FRONT YARD = 5,710 SF PERCENTAGE OF TOTAL 51TE AREA DEVOTED TO LANDSCAPING: 2a% " PLANTING SOIL MIXTURE (60% EXIST. SOIL LESS ROGK a DEBRIS 40% ORGANIG ROOT BALL MATTER MIXED TOGETHER) POCKET PLANTING ORNAMENTAL GRASS DETAIL NU I I U 5Uf'�L1= SECTION C STUDI Studio 13 Design Group, PLLC. 519 Bennett Lane, Suite 203 Lewisville, Texas 75057 469 -635 -1900 3" I I Mau -i, 2013 Bar is one inch on original drawing. If not one inch on this sheet, adjust scale as necessary. I I One Inch GENERAL NOTES: I. STABILIZE SOIL BELOW ROOT BALL PRIOR TO PLANTING TO PREVENT TREE FROM SETTLING. 2. TOP OF ROOTBALL SHALL I" TO 2" ABOVE FINISHED GRADE. 3. ALL WIRE ROPE AND SYNTHETIC MATERIALS SHALL BE REMOVED H COMPLETELY FROM R007BALL AND REMOVE TOP 1/3 OF BURLAP 4. PLANTINO PITS SHALL BE SQUARE, r �l ct SIDES OF PITS SHALL BE �J,•� N THOROUGHLY SCARIFIED /ROUGHENED w TO ELIMINATE FLARED AS SHOWN IN - TYPICAL DETAIL CC3 it .. CONSTRUCTION NOTES: • A. TREE N \� \ L005EN NATIVE BACKF I LL (NO F Q \\ �� ; ; -- 501L AMENDMENTS IN CONTRACT) C`3 \\ G, WATER RETENTION BASIN Ct Q 3" DEPTH MULCH AS SPECIFIED , - .. E. FINISH GRADE 7:$ F. 2 1/2 DRYWALL SCREW (UNFINISHED) -- - ! G. 2" X 2" X 4" GROSS MEMBER ..,. , .. (UNTREATED LUMBER). NOTE: r--a CRO55 MEMBERS TO BE ORIENTED PARALLEL TO NORTH / SOUTH BEARING AND SHALL BE PROPORTIONAL IN V 1 LENGTH TO ROOT BALL (4' MIN). H. 2" X 2" X 4' STAKE WITH 18" MIN. TAPER (UNTREATED LUMBER) 1. REMOVE TOP 1/5 OF BURLAP 1 SURROUNDING ROOTBALL 1�1 AFTER INSTALLATION (TO PREVENT "WICKING" OF MOISTURE) X. D I MEN51 ON EQUAL TO "Y" Y. DIMENSION EQUAL TO "X" X i i PLAN VIEW j 4 TREE PLANTING 1.21 REMOVE ALL 4ABELS r- SHRUB (T`(PICAL) GROUNDGOVER (TYPICAL) SEE PLAN 3" MULCH (AS SPECIFIED) 7� SLOPE MULCH FROM WALK o�a J-a J v O YL v NOT TO SCALE 00000 O O O D+ D O O O O + D + O OOOOO TRIANGULARLY SPACE ALL GROUND GONERS. D = GROUNDCOVER OR SHRUB SPAG I NG AS NOTED. NOT TO SCALE O q�7 SECTION C STUDI Studio 13 Design Group, PLLC. 519 Bennett Lane, Suite 203 Lewisville, Texas 75057 469 -635 -1900 3" I I Mau -i, 2013 Bar is one inch on original drawing. If not one inch on this sheet, adjust scale as necessary. I I One Inch GENERAL NOTES: I. STABILIZE SOIL BELOW ROOT BALL PRIOR TO PLANTING TO PREVENT TREE FROM SETTLING. 2. TOP OF ROOTBALL SHALL I" TO 2" ABOVE FINISHED GRADE. 3. ALL WIRE ROPE AND SYNTHETIC MATERIALS SHALL BE REMOVED H COMPLETELY FROM R007BALL AND REMOVE TOP 1/3 OF BURLAP 4. PLANTINO PITS SHALL BE SQUARE, r �l ct SIDES OF PITS SHALL BE �J,•� N THOROUGHLY SCARIFIED /ROUGHENED w TO ELIMINATE FLARED AS SHOWN IN - TYPICAL DETAIL CC3 it .. CONSTRUCTION NOTES: • A. TREE N \� \ L005EN NATIVE BACKF I LL (NO F Q \\ �� ; ; -- 501L AMENDMENTS IN CONTRACT) C`3 \\ G, WATER RETENTION BASIN Ct Q 3" DEPTH MULCH AS SPECIFIED , - .. E. FINISH GRADE 7:$ F. 2 1/2 DRYWALL SCREW (UNFINISHED) -- - ! G. 2" X 2" X 4" GROSS MEMBER ..,. , .. (UNTREATED LUMBER). NOTE: r--a CRO55 MEMBERS TO BE ORIENTED PARALLEL TO NORTH / SOUTH BEARING AND SHALL BE PROPORTIONAL IN V 1 LENGTH TO ROOT BALL (4' MIN). H. 2" X 2" X 4' STAKE WITH 18" MIN. TAPER (UNTREATED LUMBER) 1. REMOVE TOP 1/5 OF BURLAP 1 SURROUNDING ROOTBALL 1�1 AFTER INSTALLATION (TO PREVENT "WICKING" OF MOISTURE) X. D I MEN51 ON EQUAL TO "Y" Y. DIMENSION EQUAL TO "X" X i i PLAN VIEW j 4 TREE PLANTING 1.21 REMOVE ALL 4ABELS r- SHRUB (T`(PICAL) GROUNDGOVER (TYPICAL) SEE PLAN 3" MULCH (AS SPECIFIED) 7� SLOPE MULCH FROM WALK o�a J-a J v O YL v NOT TO SCALE 00000 O O O D+ D O O O O + D + O OOOOO TRIANGULARLY SPACE ALL GROUND GONERS. D = GROUNDCOVER OR SHRUB SPAG I NG AS NOTED. NOT TO SCALE P!! ANN PROJECT BAB003 SHEET L2 of 2 O n � r KX REV E MAY 2 2 1 P!! ANN PROJECT BAB003 SHEET L2 of 2 m e I L .. .. .. { .. .. .. .. o GE F I RELANE TYP. I I� c - - -- 7 z SAN. 5EWER I I. 1. I LO I A GOMMON BERMUD A HYOMULGH DR TYP. I DWARF BURFORD HOLLY FOR HEADLIGHT SGREENING TYP. LO BENDA BOARD EDGING I. ( EX. VERIZON {. PULL BOX TYP. _ • d. I W - -- to a �. 3 I � O OL iL 5CO I - do Ox C15 L^^ 0o .. G >, m Q) vi M O O m Q m 0 r� O O m Q m v7 U 0 L n / 6) C d L ti W U � I�� Q � Imo LLJ IUD O J � � O I LANDSCAPE LEGEND 0 5HUMARD OAK / aUERCU5 5HUMARIDII 50 (5" CALIPER) LACEBARK ELM / ULMUS PARV I FOL I A (5" CALIPER) GEIDAR ELM / ULMU5 GRA551FOLIA (5" CALIPER) LIVE OAK / OUERGU5 VIR61NIANA (5" CALIPER) CHINESE PISTACHIO / PI5TACHIA CHINEN515 (5" CALIPER) FOREST PANSY REDBUD / GERO15 CANADEN515 'FOREST PANSY' iZB (2" CALIPER) DWARF BURFORD HOLLY / 0 ILEX CORNUTA 'DWARF BURFORD' (7 GALLON) I 0 KNOCKOUT ROSE / R05A 5Pi . (5 GALLON) LIRIOPE / LIRIOPE MUSCARI (I GALLON, 5PACEID 12" 0.0) i MEX I GAN FEATHER GRA55 / 5T I PA TENNU 1551 MA (I GALLON, SPACED 18" 0.0) LITTLE BLUESTEM GRA55 ! - - -- SGHIZAGHYRIUM SCOPARIUM - - -- (I GALLON, SPACED 12" O.C) BAR HARBOR JUN I PER / JUNIPERU5 HORIZONTAL15 'BAR HARBOR' (5 GALLON, 5PAGED 56" 0.0) NATIVE SUN TURF BY NATIV AMERICAN SEED CO. (MINIMUM 100% COVERAGE 70% DENSITY) NATIVE TRAIL MIX BY NATIVE AMERICAN SEED CO. (MINIMUM 100% COVERAGE 0 70% DENSITY) I COMMON BERMUDA HYDROMULGH (MINIMUM 100% COVERAGE 0 70% DENSITY) INTERIOR TREES -� PERIMETER TREES X NON - VEHICULAR TREES STUDI DESIGN G1t0UP Studio 13 Design Group, PLLC. 519 Bennett Lane, Suite 203 Lewisville, Texas 75057 469 -635 -1900 Mau 7, 2015 NORTH 20 10 O 20 1 " = 20' - O" Bar is one inch on original drawing. If not one inch on this sheet, adjust scale as necessary. I One Inch Q� W � ct Vn1 q .a i I'm �' w eE =C PROJECT BAB003 SHEET Ll of 2 i f f 1 ZONING: PD- 240R4 -HC i Legacy Capital Partners ll Ltd 705 Den ton Tap Road f Clarinda Squires Ak-. 1777 D- 11ZIZ Lot 16 f I I I Block C ZONING: PD -134R SF -7 j: Coppell Greens Phase 3 One f' Cob P Pg 160 1 01=30' Lot 14 Block C Lot 13 20' San I Fx B„ �� Block C Swr Esm`r -� \ f I � �' 1 w I ^ Vacant _ tidy 3S Round Grove Rd Q �° 11N vas v H ti SITE A b��°titi \ ® Highland Dr VICINITY MAP SITE DATA SUMMARY CHART ZONING: r �n o- PD- 240 -HC CURRENT USE: e VACANT PROPOSED USE: RESTAURANT - RETAIL LOT AREA: 1.88 AC - 81,893 SF BUILDING SQUARE FOOTAGE: RESTA URA NT.• RETAIL: 10,006 SF 7,506 SF 2,500 SF BUILDING HEIGHTS (FEET + STORIES): 33' -8° - 1 STORY LOT COVERAGE: 12.21% FLOOR AREA RATIO: 0.122.1 TOTAL PARKING REQ'D: RESTAURANT 1 SPC /100 SF RETAIL: 1 SPC /200 SF TOTAL REQUIRED: 7,5061100 = 76 SPACES 2500/200 =13 SPACES 89 SPACES TOTAL PARKING PROV'D: 91 SPACES PROPOSED BLACK WALNUT CAFE HOURS OF OPERATON: MONDAY - THURSDAY: 6:30 AM - 10: 00 PM FRIDAY.• 6:30 AM - 11:00 PM SATURDAY 7 :00 AM - 11:00 PM SUNDAY 7 :00 AM - 10 :00 PM I--� n l 7A - - -_ -- — -- - - - - -1 - - -- -- (\ - - - - - -® -- ---------------- Ex -- ,. Ex San r Esmt `` " ................ at r .� d 1 Le erg t v it 9 Ex �Swr , ...N . Ex Verrzon S ,,, .. �. _ •», '�..�,... ';"" :,:.. >s:::;: ":... Ex Verizon - •...�„ — Pu Box .:,.} ul — — — - - — — — = — — PARKING SPACE COUNT —t — — — ............. f`` 5 0 000 177 3 4 E a ox �- 301.12 X o y y 3 R Ex Atmos GAS — A Ex 8 Wtr T y „. ^ - r n T n n_ ^ 13 ^ _ �0 - _ ^ 421. .1 n j7�A�' M k n / `V ^ _ r.. 41.3 ` ^ �. EXIS71NG CONCRETE 3 EX. MULTI- TENANT D E N T -' T A P R O A D 0 �� STONE SIGN WITH F H -♦- PROPOSED FIRE HYDRANT ti x GROUND LIGHT x 1. 5 0' R. ^ 0,” W" „^ - �I A ^ - ^ , r , n _ _ A n I n ^ 3 n A t ^ ^ n n _. I A. — - Ex �8" RCP - Ex 42° RCP : ..................... ......... I� n. . _ — A _ n n n � A n 'A' ZONING: PD- 228 -HC Vista Ridge Retail ^ ^ Amended 760 N Denton Tap Road Blk A Pt Lot 7 - A 2.634 Acres A " ^ lA _ A REVISED MAY i SITE PLAN CITY OF COPPELL BLACK W A L IV I-V if � �l� D �E� T 1.88 ACRES LOT 7R, BLOCK A NORTH GATEWAY PLAZA CLARINDA SQUIRES SURVEY - ABSTRACT 1327 WILLIAM T. HYDER SURVEY - ABSTTRACT 1793 CITY OF COPPELL, DALLAS/DENTON COUNTY, TEXAS Engineer /Surveyor Applicant /Developer p Binkley.S. Barfield C &P 4"- kk EST consulting engineers Contact Sean Quinn Contact: Grant Woodfn, P.E. 1801 Gateway Blvd, Suite 101 24 Waterway Ave, Suite 225 Richardson, Texas 75080 The Woodlands, Texas 77380 (972) 644 -2800 Fax (972) 644 -2817 (713) 805 -8509 Firm Registration #3185 Scale 1 " =50' Project No. BC13055 May 7, 2013 Sheet 1 of 1 r �n o- e r�= e A REVISED MAY i SITE PLAN CITY OF COPPELL BLACK W A L IV I-V if � �l� D �E� T 1.88 ACRES LOT 7R, BLOCK A NORTH GATEWAY PLAZA CLARINDA SQUIRES SURVEY - ABSTRACT 1327 WILLIAM T. HYDER SURVEY - ABSTTRACT 1793 CITY OF COPPELL, DALLAS/DENTON COUNTY, TEXAS Engineer /Surveyor Applicant /Developer p Binkley.S. Barfield C &P 4"- kk EST consulting engineers Contact Sean Quinn Contact: Grant Woodfn, P.E. 1801 Gateway Blvd, Suite 101 24 Waterway Ave, Suite 225 Richardson, Texas 75080 The Woodlands, Texas 77380 (972) 644 -2800 Fax (972) 644 -2817 (713) 805 -8509 Firm Registration #3185 Scale 1 " =50' Project No. BC13055 May 7, 2013 Sheet 1 of 1 T_OWE_R PARAPET _ _ _ _ _ E -1- HIGH PARAPET _ _ _ _ _ _BK-3 - �' -��'� BK -2 - :t7 P OF ROOF DECK _LOW POINT _ . . -•- -•- D PARAPET _ _ _ _ AESTHETIC JOINT, - TYP. E -1- BK-2 - BK -3 - TOP OF ROOF DECK -_HIGH POINT_ _ 19'- 5112" 12712" CAST - STONE AT 45 DEG. SET IN BRICK BK -3 - BK-2- BK-4- OTTOM OF CANOPY _ _ _ _ MT-1 - 12' 0"• -. -•- BK-2- EXPANSION JOINT, TYP. BK -3- BK -1 FINISH_ FLOOR _ NOTE: PROVIDE 112" PROJECTION AT ALL SOLDIER COURSES. PROVIDE 112" INSET AT HERRINGBONE INLAYS. I 1 2 A6.26 SIM. 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POST AT 4' -0" O.C.; RE: 19/A6.50 EAST ELEVATION i GALVANIZED STEEL I MT -1--� I I SWING GATE, MT -2 NOTE: PROVIDE 112" PROJECTION AT ALL SOLDIER COURSES. PROVIDE 112" INSET AT HERRINGBONE INLAYS. 0 F MENU BOARD, RE: IVY ' �--BK 4 201A5.21 J � o 0 0 cfl LO co 0 Coo Cfl 0) U N CU it - O E CV CB LL O ti W LO O m CID x F- L H C O N O 12 "X12" CAST STONE AT 45 DEG. PROJECT TITLE: SET IN BRICK BLACK WALNUT _BK -4 - - _ - REAR PARAPET - CAFE T_O_DECK.- HIGH POINT COPPELL, TX 12'-2" _ BK 3 T.O. DECK - LOW POINT 12' -0" PROJECT LOCATION: BK 2 775 NORTH DENTON TAP RD. BK-4 COPPELL, TEXAS 75019 XPANSION JOINT, OWNER: TYP. _ _ _ _ _ T.O. STONE _ T -3112" BK -1 Black Forest Ventures, LLC FINISH FLOOR 24 Waterway Ave., Suite 225 ._- _._- _._- _._._. o' o° F-- — - — — — --� Black Forest Tower I GROSS ELEVATION SF: 2422 SF I The Woodlands, TX 77380 I MATERIALS QUANTATIES: I BRICK VENEER: 1584 S.F. (66 %) CONSULTANT: ISTONE: 110 S.F. (5 %) STUCCO: 339 S.F. (14 %) IGLASS: 348 S.F. (14 %) METAL / MISC: 41 S.F. (2 %) SEAL: 3/16 " =1' —O" THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. RESPONSIBLE ARCHITECT TERENCE N. JOHNSON 20997 5/28/13 WALL MOUNTED BACK -LIT SIGNAGE ADJ. TENANT, BY OTHERS E -1 _MID PARAPE* AESTHETIC JOINT- —' —�-� TYP. BK -3 12 "X12" CAST STONE AT 45 DEG. SET IN BRICK TOP OF ROOF DECK -_HIGH POINT _._._._._._. . 19' -5112° JACOBS PROJECT NO F8Y81 B02 DRAWN BY JN 1 MF CHECKED BY JM I TJ ISSUE FOR DATE REVISIONS Delta Date Description EXTERIOR ELEVATIONS SHEET NO A6.01 OF CANOP* _,_,_,_,_ _BOTTOM 12' -0" - -�K -2 WALL MOUNTED LIGHT — FIXTURE, TYP. EXPANSION JOINT, TYP. BK -1 FINISH FLOC 0' -0" GROSS ELEVATION SF: 3041 SF IMATERIALS QUANTATIES: I BRICK VENEER: 1527 S.F. (50 %) ISTONE: 182 S.F. (6 %) I STUCCO: 310 S.F. (10 %) IGLASS: 1000 S.F. (33 %) METAL 1 MISC: 22 S.F. (1 %) I� 3/16 " =1' -0" 1 REVISIONS Delta Date Description EXTERIOR ELEVATIONS SHEET NO A6.01 2 1 A6.23 SIM. 6.25 SIM. I ' I I ' 4'- 21/2" i I ASTHETIC JOINT, I TYP I ' W PARAPET E -1 LO 22' -10" BK=2 BK -3 - 12712" CAST i STONE AT 45 DEG.. TTOP OF ROOF DECKS � W8I RRtCK 1T- 101/2" BK -2 - BK -3 REAR PARAPET BK -4 14' -0" BK -2 . TO OF DECK - _LO_W_P_OINT _ 12' -0 ;_. ._._._. BK -3 BK-4 - BK -2 OWN SEEN '2 SEE NN mm.����i P -1 EQ 2 A6.25 I I f I EQ i EXPANSION JOIN 1, 1 YP. -� I NOTE: PROVIDE 1/2" PROJECTION AT ALL SOLDIER COURSES. PROVIDE 1/2" INSET AT HERRINGBONE INLAYS. SOUTH ELEVATION 2 2 6.24 6.20 BK -2 ' I ' I T_OW_E_R P_ARA_PE_T II 33' -8 _._._._ E -1 PREFINISHED ( I BK -3 E -1 ALUMINUM STEEL ROOF TOP ACCESS TOP OF ROOF DECK -LOW POINT DOWNSPOUT; P -1 17 LADDER W/ LOCKABLE PANEL MID PARAPET ' 27' -6 "- - - - - - - - '- '-' -' -'- 'f6`r0' -' - -- -- -- •--- •- - - - - -- I PREFI (SHED ALUMINUM AESTHETIC JOINT, TYP. DOWNSPOUT; P -1 i 4 a PAINTED THRU -WALL OVERFLOW BK -3 I SCUPPER, PAINT P -1 PAINTED THRU -WALL OVERFLOW SCUPPER, PAINT P -1 TO_P_OF R_0_OF_DEC_K L_OW_P_01_NT_ _ 17'- 101/2" 12 "X12" CAST STONE AT 45 DEG. SET IN BRICK - OTTO_M_OF_C_AN_OP_Y_ BK -3- 12'-0". ._._._._._._ WALL PACK PREFINISHED- ALUMINUM DOWNSPOUT; P -1 FINISH FLOOR BK -1- 07'd .- •- •- •- •- •- •- •- •- •- • -• -•- WEST ELEVATION ['ail MT -1 WALL PACK EQ BK- moo- NOTE: PROVIDE 1/2" PROJECTION AT ALL SOLDIER COURSES. PROVIDE 1/2" INSET AT HERRINGBONE INLAYS. EXPANSION • '- -'- �IIIIIIIIIIIIIIII� • • • - POINT +� PAINT P-1 PREFINISHED Mr An EQ. ALUMINUM MMMIWI. DOWNSPOUT: P-1 :/ I V TOWER PARAPET AESTHETIC JOINT, TYP. 33' 8" E -1 BK -3 HIGH PARAPET E-1 29'-11 _ TOP OF RQ0_F DECK - _HI_GH_POINT BK -2 EXPANSION JOINT, TYP. --I 1 I 1 I I I DRAWN BY JN 1 MF AESTHETIC JOINT, ISSUE FOR DATE BK -2 HIG_H_PA_RAPET .......... 29'-11° - TOP OF ROOF DECK.- HIGH POINT ALUMINUM BK -3 - - _._._..._._._._._. 19, -5112" PAINTED THRU -WALL BK -2 PAINT P -1 SHEET TITLE EXTERIOR ELEVATIONS BK -3 22' -10" - E -1 EXPOSED STEEL/FLASHING BK -3 T.O. DECK _- LO_W_POINT PANTED 1T- 101/2" - BK-2 _•_,_._ _ _ _ _ — KALWALL CANOPY, KW -2 14'-0" _ BK -3 MT -1 BK -3 ............. BOTTOM OF C_ANO_PY% 12' -0" BK -2 WALL MOUNTED LIGHT FIXTURE BK-4 MT -2; GALVANIZED STEEL RAILING, MOUNTED TO BRICK SURFACE, PAINTED BLACK. POST AT 4' -0" O.C.; _ RE: 19/A6.50 BK -1 FINISHFLOOT .......... 0' =0" F-- -- -- -- - -7 I GROSS ELEVATION I SF: 2309 SF 1 MATERIALS QUANTATIES: I 1 BRICK VENEER: I 1399 S.F. (61%) I ISTONE: 241 S.F. (10 %) I I STUCCO: 274 S.F. (12 %) I I IGLASS: 364 S.F. (16 %) I METAL / MISC: 31 S.F. (1 %) i 1 TOWER PARAPET --I 1 I 1 I I I DRAWN BY JN 1 MF AESTHETIC JOINT, ISSUE FOR DATE TYP. HIG_H_PA_RAPET .......... 29'-11° - PREFINISHED ALUMINUM — DOWNSPOUT; P -1 PAINTED THRU -WALL OVERFLOW SCUPPER, PAINT P -1 SHEET TITLE EXTERIOR ELEVATIONS LOW PARAPET 22' -10" - E -1 BK -2 BK -3 T.O. DECK _- LO_W_POINT BK -3 1T- 101/2" - BK-2 _•_,_._ _ _ _ _ REAR PARAPET 14'-0" _ BK -3 BK -2 o O O r Lid M p M E Cfl � ' O m N U 04 It 0.� a) 0 _- O ti Co LL. W o m co =4I— Lo F-- C O N 1 O Z PROJECT TITLE: BLACK WALNUT CAFE COPPELL, TX PROJECT LOCATION: 775 NORTH DENTON TAP RD. COPPELL, TEXAS 75019 OWNER: Black Forest Ventures, LLC 24 Waterway Ave., Suite 225 Black Forest Tower The Woodlands, TX 77380 CONSULTANT: SEAL: THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. RESPONSIBLE ARCHITECT TERENCE N. JOHNSON 20997 5/28/13 JACOBS PROJECT NO F8Y81B02 --I 1 I 1 I I I DRAWN BY JN 1 MF CHECKED BY JM / TJ ISSUE FOR DATE REVISIONS IDelta Date Description T.O. T -21 /2 BK -1 ................ FINISH FLOOR 1A 41 r- -- -- -- -- GROSS ELEVATION SF: 2771 SF I I MATERIALS QUANTATIES: BRICK VENEER: 2126 S.F. (78 %) i i STONE: 261 S.F. (9 %) I STUCCO: 280 S.F. (10 %) GLASS: 0 S.F. (0 %) METAL / MISC: 104 S.F. (3 %) 3/1 6"= 1 ' -0" --I 1 I 1 I I I IMA' 2 9 2013 SHEET TITLE EXTERIOR ELEVATIONS SHEET NO A6m02 C :..................... 106 GELATO & PASTRY FLOOR AREA: 39 SO. FT. � 114 DRAWN BY VESTIBULE CHECKED BY O Qj� Q AREA: 88 SQ. FT. � O t�(ol�OrYal� O Cfl LO M O M E O � O m N U N O E .0. 0) 04 O 1 ` .t6 O CL LO MML1J W OCI F- O 04X w, T-r PROJECT TITLE: BLACK WALNUT CAFE COPPELL, TX PROJECT LOCATION: 775 NORTH DENTON TAP RD. COPPELL, TEXAS 75019 N OWNER: Black Forest Ventures, LLC MEZZANINE FLOOR P LAN NO SCALE 24 Waterway Ave., Suite 225 3 Black Forest Tower The Woodlands, TX 77380 i 150 SQ. FT. . 125 xx W.I. REFRIGERATOR ILU FLOOR AREA: 64 SQ. FT. I KITCHEN FLOOR AREA 957 SQ. FT. O O O O O 124 O O W.I. REFRIGERATOR O 139 SERVICE YARD FLOOR AREA: 379 SQ. FT. 138 UTILITY FLOOR AREA: 153 SQ. FT. 136 ELECTRICAL FLOOR AREA: 104 SQ. FT. 116 WOMEN FLOOR AR eV 136 SOFT. FLOOR AREAj 36 S(W! FT. 118 137 FIRE RISER ROOM FLOOR AREA: 20 SO. FT. CONSULTANT: SEAL: THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. RESPONSIBLE ARCHITECT TERENCE N. JOHNSON 20997 5/28/13 JACOBS PROJECT NO 114 DRAWN BY VESTIBULE CHECKED BY FLOOR Qj� Q AREA: 88 SQ. FT. � t�(ol�OrYal� 137 FIRE RISER ROOM FLOOR AREA: 20 SO. FT. CONSULTANT: SEAL: THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. RESPONSIBLE ARCHITECT TERENCE N. JOHNSON 20997 5/28/13 JACOBS PROJECT NO F8Y81B02 DRAWN BY JN / MF CHECKED BY JM / TJ ISSUE FOR DATE REVISIONS Delta Date Das&intiM L SHEET TITLE FLOOR PLAN N SHEET NO 3/16 " =1' -0" 4 Al v02