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Home My WebLink About2021-08-04AGENDA CITY OF GRAPEVINE SITE PLAN REVIEW COMMITTEE MEETING WEDNESDAY, AUGUST 4, 2021 AT 8:00 A.M. PLANNING AND ZONING CONFERENCE ROOM 2ND FLOOR 200 SOUTH MAIN STREET GRAPEVINE, TEXAS CALL TO ORDER II. NEW BUSINESS A. Site Plan Review Committee to consider a public hearing relative to Conditional Use Request CU21-15 addressed as 920 East Northwest Highway, and consideration of same. B. Site Plan Review Committee to consider a public hearing relative to Conditional Use Request CU21-21 addressed as 1200 William D. Tate Avenue, and consideration of same C. Site Plan Review Committee to consider a public hearing relative to Planned Development Overlay PD21-03 addressed as 444 East Dallas Road, and consideration of same III. MINUTES A. Site Plan Review Committee to consider the minutes of the July 7, 2021, regular meeting. VI. ADJOURNMENT IF YOU PLAN TO ATTEND THIS PUBLIC HEARING AND YOU HAVE A DISABILITY THAT REQUIRES SPECIAL ARRANGEMENTS AT THE MEETING, PLEASE CONTACT THE OFFICE OF DEVELOPMENT SERVICES AT (817) 410-3155 AT LEAST 24 HOURS IN ADVANCE. REASONABLE ACCOMMODATIONS WILL BE MADE TO ASSIST YOUR NEEDS. IN ACCORDANCE WITH TEXAS GOVERNMENT CODE, CHAPTER 551.001 et seq. ACTS OF THE 1993 TEXAS LEGISLATURE, THE SITE PLAN REVIEW COMMITTEE MEETING AGENDA WAS PREPARED AND POSTED ON THIS THE 30TH DAY OF JULY 2021 AT 5:00 P.M. cq�k ALBERT L. TRIPLETT, JR PLANNER II DEVELOPMENT SERVICES TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR., PLANNER II DATE: AUGUST 4, 2021 SUBJECT: CONDITIONAL USE REQUEST CU21-15; GRAPEVINE CORNER ADDITION RECOMMENDATION Staff recommends the Site Plan Review Committee Conditional Use Request CU06-13 (Ord. 2006-33) meeting to allow outside dining and a drive -throug BACKGROUND INFORMATION LOT 1, BLOCK 1, h With this request the applicant proposes renovations to the outdoor dining area of Starbucks including: a new eight -foot shade structure atop seating located adjacent to the north elevation, new furniture and bicycle racks. An existing outdoor speaker, which plays low level background music, is present on the north elevation adjacent to East Northwest Highway. Forty-five seats were originally approved. Seating for 44 patrons is proposed; 18 seats inside and 26 seats outside. Total required parking is 15 parking spaces and 258 parking spaces are provided. At the May 16, 2006 meeting, Council approved conditional use request CU06-13 (Ord. 2006-33) to allow for a restaurant (Starbucks) with 45 seats, a drive through and outside dining. The Site Plan Review Committee at the December 21, 2006 meeting, approved conditional use request CU06-54 to allow for a modified site layout and building elevations. No additional changes are proposed. /at 0AZCU\CU21-15.4sprc t .. _ _ - - - _ _ •may` OSGPp1N ,�� \\ - _. - - I 31 _... - R^2G Uv s m'1 I=,, ��t,. ��,',F.`,-`�4ti` <.,,�s' •::'�;.I �•.%�>c=J. -� { i._- -� - - �� - � � _ � - 5,• J � �� .V I =�IA3 �- - c7iv';�/`"-'151,., a _ - - I �` II - - .._ .. 7: .mot "'""` ,� 'r� I�`F i�'-'`�,^'�"< �•z_ {-� _^"` MIXED USE ?t Z_'''l- BUILDING f .. A.R T HUR ' HLEFN L L i 415 B, _ STARBUCKS R:o U R I C z BUILDIN �I,t= z:: -, ,�q+; 174 - R— .. - _� _. - - _ .... - �,5.1;.._ -. rt. �,'_: .;i` i44��2F,�rf7,: y.,:' �s i�� L•:v"? �., / o' 1 6Zi -' `�e 8'gyyjl�ppn, CIT. o ' _ _ - - 40 301 67R r',F Yc r.•{,,y I`<ac. __ . _ p 23' �� I.189 3p_p="E 321-93_ a _ R-as ooJ N os ss 4 76 73 - P-,0 Go L-w 951B =a=25 DO' .-. R•2s OD\ =32 63' of 'H G 33 =39"E L-32 25 DD N �0 130 I 3 ° Z a L-- = - --- -------TS•vwoscaeiN��uFe�- ----- -- _----�- -- - _ f L 1 - PG r� CONDITIONAL USE REQUEST CU21-151S A REQUEST TO CONDITIONAL USE REQUEST CU21-151S A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN CU06-54 n OVERALL SITE PLAN 0 40' 80• 120' SPRC,CU06-13(ORD. 2006-33) TO ALLOW A DRIVE -THROUGH AND OUTSIDE DINING, SPECIFICALLY TO ALLOW FOR AN =mv OUTDOOR SPEAKER AND RENOVATION OF THE OUTSIDE PATIO IN CONJUNCTION WITH A RESTAURANT. REQUIRED PARKING SUMMARY © ID SSTARBUCNS WFFEECOMPANY STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 _ (206) 318-1575 THESE DRAWINGS AND SPEOHICATIONEARE CONREENTW.AN. SHALLREMALYTHE SOLEPROPERTYOFSTA1B 1C01PORATI1N. _ H TTHE OWNER OF THE COPYRIGHT WTHIS WORK THEY _ SIULL NOT BE REPWHOLE OR (IN OR IN PART), SHARED WRH THIRD PARTIES OR USED IN ANT MANNER ON OTHER I—NECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARRUCK6 CORPORATION THESEOGWINGSAND SPECIFICATIONS ARE WTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPI LSTARBUCKSSTORE(WHICHISSUBJECTTOC NGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LABILITY TO THE OTHER (EXCEPT STATED ABWE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED eY BOTH PARTIES LOT Sf7UW4AY I STARBUCKS TEMPLATE VERSION i2018.01.26 4 UNI't"� L2EG-lT7REJ? i wr I.0LUC; 1 - 7ttrm un ! - SrARRI ARCHITECT OF RECORD Lot Lo atien - -_ PCr xme L.er Lot Area Sa.F`t. 30,000 ms n - t99, 73, CSRA SPacC• Sr! FL m " -20% ! 7E. 3G? [Ea X of Lot a' Sx to 39% �aa kt1 AreefS: Stj.F4. _ 123 40 (62v 1+25 SCV T$r Sk Fi Rs. S0G 513 MAIN STREET, SUITE 300 Prr!p'tr San So, F:' 26. 3:8 _ FORT WORTH, TEXAS 76102 li I.lmparr>D'Is Area SA. F- f eaA 60% --------»..-M. 146 (817)820-0433 L pf A.at Df Sro., n 75Y _ Parking soacea-j��- 225 SEAL �cces ipla 5oacrs - 7 n3n 1 Van ACCe58. SpaCe - 2 THI ) �NusVer of Bu:icsrge -I - - $ `V°oED ARC Building. P?'oapaed 1.15e - - Restaurant r1wataurant dye Ana! 1. Cft>ce =oRs' Is � I ,749 �r`a�s Area Sur �� S� I 1� N 1l2� `may 61 d4, 9everat ian-, vit, =nare 1 100 CUP SUBMITTAL- 07/28/2021 MEDICAL 13,000 SF @ 1 SPACE: 300 SF = OFFICE 30,900 SF @ 1 SPACE: 300 SF - RESTAURANT 255 SEATS @ 1 SPACE: 3 SEATS = COMM 1,800 SF @ 1 SPACE: 200 SF = STARBUCKS 44 SEATS @ 1 SPACE. 3 SEATS = TOTAL PARKING REQUIRED TOTAL PARKING PROVIDED 13 SPACES 103 SPACES 85SPACES 9 SPACES 15 SPACES 225 SPACES 258SPACES CASE NAME: STARBUCKS CASE NUMBER: CU21-15 LOCATION: 920 E. NORTHWEST HWY GRAPEVINE, TX 76051 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 1 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Z = J 0) W r X = ~ z Z o�Z ¢ Z w LU /\ Q. W W 309 a�"_ -rn0 STORE #: 11944 PROJECT #: 10759-067 ISSUE DATE: DESIGN MANAGER: 0511421 C. PATTON PRODUCTION DESIGNER: S. CLARK CHECKED BY: S. RAMIREZ REVISION SCHEDULE REV DATE , BY DESCRIPTION SHEET TITLE: OVERALL SITE PLAN SCALE: AS SHOWN SHEET NUMBER: n CASE NAME: STARBUCKS 3-WM CASE NUMBER: CU21-15 :C1AL LANDSCAPE NOTES.-1-L01 3-RB LOCATION: 920 E. NORTHWEST HWY f-LE ---_ _ 364-MG GRAPEVINE, TX 76051 All new tPCCa shalt be a minimum of Iftr9C t3J rimer inches when T-Lo1 measured 8` above 9w ground and chosen from ttre Required Lisfct Raquired Lamfwapirv. -AGM MAYOR SECRETARY )ATE: P. lard mstenet 9e4eded to mean the Vehide use aprewfrom 'ft PROPERTY LINE /'�r44 rtgM4-wtied ay arW from adjacent properties sbe a minimum of 3-CM i l PLANNING AND ZONING COMMISSION + MCtlies in height of the time of prig anti ba the type � �''- s,..-�.`••.^� � � r � _�_e' \ \ of Species thal wig attain a minim m hetgtlt of three (3) feat €use (1)year after plarWng, ST. HWY 26 CHAIRMAN ' 1`r 364-MG 7: )ATE: y_ _ _ - -- iHEE2 OF 9 _ '- - 4PPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT - _ _ _ _ _-` - -� 1 _LE 3-WM 1-Lot- WITH ANY CODES OR ORDINANCES. _- _ - . - _ 1•-L01- .x _ DEPARTMENT OF DEVELOPMENT SERVICES -- y ! 3-RB ! - - .J:3-RB 3 145 - - I_L1�1 ., ll T-CE 92 7 Rf .. I 1-L01 �t`, 145-M } .. V 11 1-LE 1-CE t6CE i f 88�SC ~r t.." - t . ,+ I. J-LOI Q. I _LE_ -CE V 0, t- r�� y 1-LO1v i tL 1-LE i Ir OI C am b - Wp. For Detail Starbuck's Plan',---- x� QL " I1-1-LDJ See Sheet L1.3 z� _r ? Landscal a Area -- - I-CE STARBUCKS I 160-AICRI -y� lEga 1-CE o" 19-DBH 361 $C1-Lot �7 ' M ` rf_f_ _ Zt �'.Y h`- —22-DBHA-. 256-SG r 1-LO f .� {'. s:-. -_ rz>rr»rrrrra r�rw era w�ra rarer � � �� J -CE � 1-LOI 52-HG 168- 1-1-L01 f J/ 14-DBH 2-CE 52-HG 52-HG �sL ------ _ 2",3-CM 2-CE 2-CE 147AI-CE 2-DBH C-LOJ I-LOu ' 71 PROPERTY _ I j •- 1_ J _ IV L1NE 256-SC i 1 1" ti 7vA 3-DBH f-CE i 11 i y 7-LOl 314-SC 238-SC tJ ; I -LO I 1-LO 1 FOUNTAI 1- 1-C£ 7 1-CE 124-MG 2 f 1 AJ - . _ 1 y _ — 172 AJ _ 1-LO1 - • I-CE 2-Lot 12-HG 4-CM C 3-WM 19�HG I-CE '=_— - -- - - 1! �` '-"•ma's --�' 5-NS - -CE 2-LO1 :1 y- 3 WM 1 f G l� 1-LE 1-LOi T-LE i a I 3-WM �r' E I 1 t _ _ - 1 LE - ri Lpo LPO -- _ 58-1 _ .. - .. _ . M .: LE.. 1. L01 . 50 I .. .. - ' '.�^_ 3 PE'BUF - T -LO1 PROPERTY LINE 1-LO1 IE WALL STREET 6r2021 j CM � 0 10 zo ao 2 Plant Schedule Key Qty. Common Name Botanical Name Size , Comments l LARGE TREES LOI 32 LIVE OAK teas 3. GAL_ wrnw~ r n 'n. ,LE 12 LAcfBARK ELM LWAO pwwc cz 29 ca?l R am tSme craasNalla - 3' �1_ lo'm Iw,fcate+x Tat le: SMALL TREES CH 92 -CRAPE MYRTLE 1 fi b' t'NO' MIN. Hr. 14 -.cr•: Cantabw coom RD 12 GKLAM" RID91D I Gercb C—k*nsb 17Yrla✓—, 1}la MN. Hr, Laltdv a em- rfd le YM MYRTLE wk-a ew0em 6-t0' MIL HT. Cmtalrw 6rom SHRUBS& GROUNDCOVERS W. 5 NELLIE R. 57EVBJ'5 WJL'r 11" eanta Mollie R -revers 7 &AL ' Spactt9 m Shomn 1 IH 345 INDIAN HAKWRH Rq*go rib hd/ca 3 6AL. 3w OL. OBH 180 DFYL SVi FORD t OLVC Ilex earreta Dxfard? Nov` 3 6AL f1G IB7 HAMELN GRA.% Perrasedm.a�aa:uvkJes 3 6AL 24' OL. hl Ir345 A51AH JASMINE 4' pat M& 1,413 HONDO 6RA% L#ArV nJ4-*- 4- pot i % 2�b5 Seasonal color 4' P, s o£aa li SOD + f HYBRID W;IM)DA SOD Crodcrr d-tykn WA Solid Sod JJ NOTES: - ALL PLANT QUANTITIES ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FULL COVERAGE FOR ALL PLANT BEDS. AS SHOWN I. 3" HARDWOOD MULCT 1" BACK TO EARTH OR LIVING EARTH CONCRETE EDGE OF PLANTER — SHRUB ROOT BALL CONTAINER GROWN EXISTING SOIL X 4" STEEL EDGING /3 "BACK TO EARTH" OR EQUAL /3 SANDY LOAM /3 TOP SOIL .,RATION MUST BE CONTINUOUS NO PIT PLANTING SHRUB PLANTING AND EDGING DETAIL NOT TO SCALE 2" HARDWOOD MUL( 1" BACK TO EARTH OR LIVING EARTH SHRUB ROOT BALL CONTAINER GROWN EXISTING S011 : 4" STEEL EDGING '3 'BACK TO EARTH" OR EQUAL '3 SANDY LOAM '3 TOP SOIL # EQUAL MUST BE APPROVED BY LANDSCAPE ARCHITECT _..,RATION MUST BE CONTINUOUS NO PIT PLANTING SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE City of Grapevine Landscape Requirements Ordnance Section LaudscamEerneut Itlndscarc Setback At least 15' along all abutting Rights-ofSection53.H2.a. Way. 'Section 53.112.b. j I Section 53.H2.c, Section 53.1-12. I Section 53.G.3. Section 53.1t1. Rewired IS At least l0'alongall abutting property 10' lines Shall include at least one tree every 50 feet OrIhIC60nthereof 1,4591F150=29trees MR14iATION NOTES 1, Ad pihnted arras OWA be � Huth an undulpmod Itri�tAion m- The Provided lrYlgatitm a5�5�1 "I be sum le*4ontwM YALTh I fully progturn rI. le emuolkr u4th rain aed Tlecae smsor oumid a. 25 2, T11c i ti ift = uehorFolt d"MeMand TnARl9artlGn Ards mes all a fthe dAWO M&L ritt-whuofthetatyofGtllpL c. 10' 32 trees Parkin¢LotScreenine Living barbers to be planted in a mini. 2' Mini widenlantirwbed. mlmYwidc 4'vridc 30" Mph at time of P lantin; 31t. high is one v ear Interior Parkin. Loot lalndscadne Minimum 10% ofparkmg shall be devoted to IW- r landseare 30" Hich attimeoff,lantine fceeds Ordinance 3 ft. hiLdi in one car Hweeds Ordinance 10% 10.50% GRASS SEEDING/SODDING NOTES: I. ALLAREASTO BE SODDED SHALT. BE SODDED COMMON BERMUDA. 2. APRIL 15.THRU JULY 15. HYDROMULCHBERMUDA SEED: -3 LBSJ1000 &F. FOR SEEDED.AREAS SHOWNON PLAN -13OLBSJACRL• -BRILLION, NATIVE GRASS SEED DRILL OR HYDRO -MULCH -APRIL 15THRU JULY 15 FOR SEEDED AREAS SHOWN ON PLAN 3. SEPT. 15 THRU APRIL 15, HAND SEED ANNUAL RYE (10 LBSJ1000 S.F.) FOR SODDED AND HYDROMILLCHED AREAS SHOWN ON PLAN 4. BID SHOULD INCLUDE BOTH STEPS IF BUILDING POSSESSION DATE OCCURS BETWEEN SEPT. 15 AND APRIL 15. 5. ALL.UNSURFACED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH, AND WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. PROVIDE TEMPORARY IRRIGATION AS NEEDED UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED OR UNTIL PERMANENT IRRIGATION IS FUNCIIONAG 7,A HEALTHY STAND Of GRASS U°. NUN-ERODABLE CONDITION) WILL BE ESTABLISHED PRIOR TO POSSESSION DATE OTHERWISE, CONTRACTOR WILL BE OBLIGATED TO INSTALL SOLID SOD PRIOR TO Oi'E wo AT HIS EXPENSE & 7 LANDSCAPE CONTRACTOR DEMONSTRATESTHAT ALL KNOWN RESOURCES HAVE BEEN EXHAUSTEDIFOR SPECIFIED PLANT MATER[ALAND AVAILABILITY OR QUALITY DOES NOT MEET OR EXCEED CRITERIA, CONTACT OWNER'S REPRESENTATIVE FOR ALTERNATIVE PLANT MATERAL POSSIBILITIES. 1 �—TEE POST CENTER OF TREE r� ,y TRIANGULAR STAKING 7 )07 s 4 RUBBER HOSE Y�` 0 TURNBUCKLE WIRE TIE (3) STEEL "T" FENCING POSTS ` 3 X PER SPECIFICATIONS, HOLE FOR TREE SHALL TAPER FROM TOP TO BOTTOM AND BE THREE 3" HARDWOOD MULCH (3) TIMES WIDER AT THE TOP THAN ROOT BALL 1" BACK TO EARTH OR +ILIVING EARTH 3"— 4" EARTH SAUCER DEPTH OF HOLE EXACT DEPTH EXISTING SOIL OF ROOTBALL 1/5 "BACK TO EARTH" OR EQUAL I 1/5 SANDY LOAM 30" MIN. �M1�' - " Xk 3/5 TOP SOIL j 1� III —fit= ' — • EQUAL MUST BE APPROVED BY LANDSCAPE ARCHITECT Its - ';C• X WIDTH OF ROOT BALL TREE PLANTING AND STAKING DETAIL NOT TO SCALE Planting Notes 1. ALL PLANTS MUST BE HEALTHY VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. I ALL PLANTS MUST BE CONT'AINFR GROWN OR BALLED AND BURLAPFED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHTTRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED, 4; ALL PLANTSARE SUBJECTTO THE APPROVAL OF THE OWNER'S REPRESENTATtVEBEPORE, DURING, AND AFTER INSTALLATION. 5. ALLTREES MUST BE GUYED OR STAKED AS SHOWNTNTHE DETAILS. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES ANDSHALL AVOID DAM60B TO ALL UTDJM AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTB MES, STRUCTURES, S17E APPURTENANCES. ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPECONSTRUCTKIN. S. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9. THECONTRACTOR ISRESPONSTBLEFOR FULLY MAINTAINING ALL PLANTING INCLUDING BUT NOT LIMITEDTO: WATERING, SPRAYING, MULCHING, WEEDING, FERTJLTZRNO, ETC.) OFTHE PLANTING AREAS AND LAWN UNTIL THE WORK IS ACCEPTED TNTOTAL BYTHE OWNER. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FORA PERIOD OF TWO (2) YEARS BEGINNING ON THE DATEOF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR ATTHE END OF THE GUARANTEE PERIOD. ILTHIS OWNER'SREPRFSENTATIVE SHALL HAVE THE RIGHT TO APPROVE THESTAKING LOCATION OF ALL PLANTMATFRTAL PRIOR TO INSTALLATION. 12. AFTER BEING DUO AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2Y WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 13, ANY PLANT MATERIAL WHICH DIES, TURNS BROWN. OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMF ILY REMOVED FROM THE SITE AND REPLACED WITHMAIIERIAL OFTHE SAME SPECIES, QUANTITY, _ AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS, 14. STANDARDS Ser FORTH IN *AMERICAN STANDARD FOR NURSERYSTOCK7 REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONsrmurEMINIMUM QUALITY REQUIREMENT'S FOiPLANT MATERIAL. 15. LOCATIONS OF EXISTING BURIED UTB.ITY LINES SHOWN ON THE PLANS ARE. BASED UPON BEST AVAILABLE INFORMATION AND ARE- TOBECONSIDERF.D APPROXIMATE. rrSHALLBETHE RESPONSIBILITY OFTHBOONTRACTOR TO VERIFY THE LOCATIONS OF UTB.rTY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR 13 RESPONSIBLE FOR THE PROTECTION OF ALL UTIFTY LINES DURING THE CONSTRUCTION PERIOD, 16. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BEVAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 17. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSIRUCCION PERIOD. IS. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE - CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS ATSPACING SHOWN. 19. THE CONTRACTOR IS CAUTIONED THAT LOCAL CrrY STANDARD DETAIL MAY DEFER FROM THOSE SHOWN HEREIN. CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH LOCAL, CITY, STATE OR FEDERAL SPECMCA770KS AND DLTATLS SHOULD THEY BE MORE STRINGENT THAN THOSE REPRESENTED HEREIN. 20, ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR INCHES, AND INCLUDE STEEL EDGING INSTALLED FOR TURF/SNRUS. fURF/GROUNDCOVER- GROUNDCOVER/SHRUB AND GROUNOCOVEWROUNDCOVEREDGFS CASE NAME: STARBUCKS CASE NUMBER CU21-15 LOCATION: 920 E. NORTHWEST HWY GRAPEVINE, TX 76051 MAYOR SECRETARY DATE. PLANNING AND ZONING COMMISSION V� I i I° Xi Taaneti I JOe� zt.00a 01" � LPO °Esiam ar- LPG DATE: SHEET. 3 OF 9 I _ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT °" 7lzsno2t r WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES CHAIRMAN 3 zv 3 Ln 1 C7f /Al &,an Dwarf Budord 0.1 Color ) Unope B'ford Holly n pwad Fountain Gra55 i Ii I Asun Jasmme i 1jI (3011 � _L 1 _N] .� Dwarf BurRord HollIyy (26) Crape fvfyrtl Mule. Trunk 3 Trunk Mm. - _- Ii Hameln Dwarf F-tam Grass 5eawnal Coo kt (15) (166) Dwarf Burford �ll Indian Hawlhom Hameln Dwarf F PLANT 5ChEDULE TREES CONT 3gerstroema mdica 'Red' /Crape Myrtle MuIN. Tmnk 3 Tmnk Mm. TO -VI 1NGm Quercus v yn ana / 5outhem We Oak 65 gal T �MENOMM9 Ulams crasmEolw Ulmus 'Cedar Elm' / Cedar Elm B C B IT ! t>f7 1T- SHRUBS ANT Ilex comuta -Dwarf Burford' / Dwarf Burford Molly 3 gal Rhaph.depu mdo / Indan Hawthorn' Jar* Evans' 5 gal ANNUALS/PERENNIALS CONT PmniseWm alapecuroldes'Hameln' /Hameln Dwarf Fountain Grass 3-VI CAL 3'Cal 3'Cal 3'Gal SHRUB AREAS BOrANICAUCOMMON CONT Seasonal Ca1a/seasonal Cola 4'pot@ 10'- GROUND COVERS BOTANICAUCOMMON ODNT ® L-pe jrpm;ea / Gant Lmope 4'pot@ I e oc 99 Trachelospermum asmtrcum Asap Jasmine I faun JaSmme 4'pot@ 10' oc 5OD/SEED BOTANICAUCOMMON CONT •-_ ' j. Cynodon dactylon! Bermuda Sod 5d,d Sod �r - Bermuda Sod (368 50 -Southern Um Oak LQI IAjok'C+I.IU Area 11-1-� I\ wl- hawthorn' Jack Eme , Seasonal Color SPECIAL LANDSCAPE NOTES: 1. All new trees shall be a minimum of three (3) caliper inches when measured 6° above the ground and chosen from the Required Tree List for Required Landscaping. aTY 2. Plant material selected to screen the vehicle use areas from the 2 right-of-way and from adjacent properties shall be a minimum of 1 thirty (30) inchies in height at the time of planting and be the type of species that will'aftain a minimum height of three (3) feet one year after planting. CITY(1) 52 Pont Spaang SO O.C. 37 flint Spacing 39' O.C. CASE NAME: STARSUCKS CASE NUMBER: CU21-15 QTY LOCATION: 920 E. NORTHWEST HWY 78 GRAPEVINE, TX 76051 Plant 5pacmg 24' D.C. QTY MAYOR SECRETARY 359 DATE: CITY PLANNING AND ZONING COMMISSION 85 CHAIRMAN 586 DATE: SHEET 4 OF 9 QN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 51451 DEPARTMENT OF DEVELOPMENT SERVICES PLANTING NOTES 1. ALL PLANT` MUST BE HEALTHY, VIGOROU5 MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANT5 MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT UST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE OWNER5 REPRESENTATIVE BEFORE, DURING, AND AFTER a INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE }5 DETAILS. G. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SMALL AVOID DAMAGE TO ALL MUMS DURING THE COURSE OF THE WORK. THE CONTRACTOR 15 RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, 5TRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 0. THE CONTRACTOR 15 RE5FON51BLE FOR VERIFYING ALL QUANTITIES 5MOWN ON THESE PLANS BEFORE PRICING THE WORK 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING. SPRAYING, MULCHING, WEEDING, FERTILIZING. ETD.) OF THE PLANTING AREAS AND LAWN UNTIL THE WORK IS ACCEPTED o IN TOTAL BY THE OWNER. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL ' PLANT MATERIAL FOR A PERIOD OF TWO (2) YEARS Z BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. I I. THE OWNEK5 REPRESENTATIVE SHALL HAVE THE RIGHT TO Q- APPROVE THE STAKING LOCATION OF ALL PLANT MATERIAL PROP TO INSTALLATION. D 12. AFTER BEING DUG AT THE NURSERY SOURCE. ALL TREES IN Q LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A M15T SYSTEM PRIOR TO INSTALLATION. i- 13. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN. OR DEFOUATE5 (PRIOR TO TOTAL ACCEPTANCE OF ThE WORrJ SMALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED MATH MATERIAL OF THE SAME SPECIES, QUANTITY. 'i!1 AND SIZE AND MEETING ALL PLANT L15T SPECIFICATIONS. 14. STANDARDS SET FORTH IN'AMERICAN STANDARD FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY C ¢ REOUIRPMENT5 FOR PLANT MATERIAL, 15. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE NFORMATION 5 ARE BASED UPON BEST AVAILABE (SMALL C ARE T BE CONSIDERED APPROXIMATE.( BE THEE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE Ill 0 ? LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR 15 RESPONSIBLE FOR THE OF Au -UTILITY LINES DURING THE M CONSTRUCTION PERIOD. C16. Qv SATE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROFEU115 MU5T BE MAINTAINED 'bra C THROUGHOUT THE CONSTRUCTION PROC1555. 17. DURING THE GROWING SEASON ALL ANNUALS SMALL REMAIN IN AHEALTHY. VITAL CONDITION THROUGHOUT THE - - - IL CONSTRUCTION PERIOD. C 18. ALL PLANT MATERIAL5 QUANTITIES SHOWN ARE APPROXIMATE, m O CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE a *11 COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. I S. THE CONTRACTOR 15 CAUTIONED THAT LOCAL CITY STANDARD DETAIL MAY DEFER FROM THOSE SHOWN MEREIN. CONSTRICTION 15 TO BE PERFORMED IN ACCORDANCE WITH LOCAL, CITY, STATE OR FEDERAL SPECIFICATIONS AND C NO DETAILS SHOULD THEY BE MORE STRINGENT THAN THOSE REPRESENTED HEREIN. 20. ALL SHRUB, GROUND COVER AND 5EA50NAL COLOR ANNUALot PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH a H HARDWOOD MULCH TO A MINIMUM DEPTH OF THREE INCHES, AND INCLUDE STEEL EDGING INSTALLED FOR TURR511RUE. ` N TURFIGROUNDCOVER. GROUNDCOVER/5MRI15 AND uL C GROUNDCOVEPIGROUNDCOVER EDGES. N GRA55 5EEDING/50DDING NOTE5: Y 1. ALL AREAS TO BE SODDED SMALL BE SODDED COMMON V BERMUDA. _ 2. APRIL ! 5 THRU JULY 15, HYDROMULCM BERMUDA 5EED: -3 LESJ 1000 S.F. FOR SEEDED AREAS SHOWN ON PLAN a` -130 L55JACRE (Q -BRIWON, NATIVE GRA55 SEED DRILL OR MYDRO-MULCM 41a -AFRIL 15 THRU JULY 15 FOR SEEDED AREAS SHOWN ON PLAN 3. 5EFT. 15 THRU APRIL 15, HAND SEEP ANNUAL RYE (10 LBSJ f00D S.F.) FOR SODDED AND HYDROMULCHED AREAS SHOWN ON PLAN,: - :... BID SHOULD BOTH STEPS IF BUILDING POSSESSION v,NDSC4PE -: ' 0 4. INCLUDE 0 _ e o DATE OCCURS BEN/EEN SEPT. 15 AND APRIL 15. 5. ALL UNSURFACED ARKS ARE TO RECEIVE FOUR INCHES OF :. �r'g 4y i�9qy. , TOPSOIL. 5EW, MULCH, AND WATMD UNTIL A HEALTHY STAND •"�` i' s OF GRASS 15 05TAINED- wwi( C. PROVIDE TEMPORARY IRRIGATION AS NEEDED UNTIL HEALTHY STAND OF GRA5515 ESTABLISHED OR UNTIL PERMANENTy:4rF IRRIGATION 45 FUNCTIONAL ...,F 7. A HEALTHY STAND OF GRA55 (rc. NOWERODABLE CONDITIONI WILL BE ESTABLISHED PRIOR TO P05.5ES51ON DATE OTMERMSE- CONTRACTOR WALL BE OBLIGATED TO INSTALL 50LID 500 PRIOR TO (DALE. 7/26/2021 ) OPENING AT MI5 EXPENSE. 6. IF LANDSCAPE CONTRACTOR DEMONSTRATES THAT ALL KNOWN Ne• RESOURCES HAVE BEEN EXHAUSTED FOR SPECIFIED PLANT 21.004 iI 444 MATFJVAL AND AVAILABILITY OR QUALITY DOES NOT MEET OR !f EXCEED CRNERIA, CONTACT OWNERS REPRESENTATIVE FOR DRaxN Br: LPO,I ALTERNATIVE PLANT MATERIAL POSSIBILITIES. [[[[ (DESIGNED BY: LPO lI J IRRIGATION NOTE5: BY: IGNLG(ED LPQ I . ALL PLANTED AREAS SMALL BE WATERED WITH AN UNDERGROUND IRRIGATION SYSTEM. THE IRRIGATION 5Y5TEM SHALL BE AUTOMATECALLY CONTROLLED WTH A FULLY DAm- PROGRAMMABLE CONTROLLER WITH RAIN AND FREEZE SENSOR OVERRIDES- l 7/26/2021 1 2. THE IRRIGATION CONSTRUCTION DOCUMENTS AND INSTALLATION SHALL MEET ALL OF SCALE: I„ THE APPROPRIATE REQUIREMENTS OF THE CITY OF GRAPEVINE. 1 E 2 NORTHWEST HIGHWAY 2 LANDSCAPEAREA 'T r 2 �T 10 I -- -- 13 I 7 � 23'-2" - � 6'-0' J 24'-8" F EA� I STARBUCKS 1,749 SQFT - - - — 12 N I m - —2 LANDSCAPEAREA •• 25' 4" 11' 2" 17'-0" 53'-10" 1 � - 7 1 SITE PLAN — — GENERAL NOTES A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 & A202 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. EXISTING LANDSCAPING TO REMAIN- C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. D. GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND _ — - BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. E. PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT TRANSITION FROM SIDEWALK TO DRIVE AISLE. F. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK, KEYED NOTES O 1. EXISTING TRASH ENCLOSURE. 2. EXISTING LANDSCAPE TO REMAIN. 3. NEW TOJAGRID PATIO COVERING AS SCHEDULED. SEE DETAILS ON SHEET A003. 4. EXISTING SITE ACCESS TO REMAIN. 5. EXISTING MONUMENT SIGN TO REMAIN. 6. EXISTING DRIVE THRU WINDOW TO REMAIN. 7. RELOCATED DRIVE THRU MENU BOARD; SEE DETAILS ON SHEET A003. 8. RELOCATED DRIVE THRU DIGITAL ORDER SCREEN; SHEE DETAILS ON SHEET A002. 9. EXISTING CLEARANCE BAR TO REMAIN. 10. EXISTING DIRECTIONAL SIGNAGE TO REMAIN. 11. EXISTING NON -ILLUMINATED BOLLARD TO REMAIN. 12. EXISTING UTILITY SCREEN TO REMAIN. 13. NEW BIKE RACKS AS SCHEDULED. 14. RELOCATE EXISTING MENU BOARD. 15. RELOCATE EXISTING DIGITAL ORDER SCREEN. 16. DEMO EXISTING PRE -MENU BOARD. 17. EXISTING EXIT/THANK YOU SIGN TO REMAIN. 18. DEMO EXISTING BIKE RACKS. 19. RELOCATE EXISTING BOLLARD. 20. RELOCATED NON -ILLUMINATED BOLLARD. SEE DETAIL 13/AO02. SIGNAGE CONTRACTOR TO EXPEDITE SIGNAGE UNDER SEPARATE PERMIT. SIGNAGE VENDOR OBTAINING PERMIT SHALL VERIFY PERMITABLE SIGNAGE, POLE SIGNAGE, & SITE SIGNAGE WITH LANDLORD & LOCAL JURISDICTION PRIOR TO FABRICATION AND SHALL SEND SUBMITTAL TO STARBUCKS DESIGN MANAGER FOR APPROVAL. REQUIRED PARKING SUMMARY RETAIL 11,128 SF @ 1 SPACE: 200 SF = 56 SPACES OFFICE 15,307 SF @ 1 SPACE: 300 SF = 52 SPACES RESTAURANT 378 SEATS @ 1 SPACE: 3 SEATS = 126 SPACES COMM KITCHEN 1,800 SF @ 1 SPACE: 200 SF = 9 SPACES STARBUCKS 44 SEATS @ 1 SPACE: 3 SEATS 15 SPACES TOTAL PARKING REQUIRED: 258 SPACES TOTAL PARKING PROVIDED: 258 SPACES 0 8' 16' 32' ll(i� �c11IE=1 CASE NAME: STARBUCKS CASE NUMBER: CU21-15 LOCATION: 920 E. NORTHWEST IT — GRAPEVINE, TX 76051 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 5 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES © 2o1B STANBUCKS COFFEE W MPA•:Y STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SP-ATIONS ARE WNRDENLAL AND SHALL REMAIN THE SOLE PROPERTY OFSTARBUCK6 WRPOMTIO.N, WHICH ISTHE OWNEROFTHECOPYRIGHT INTHIEWORK THEY —NOTE E REPROWOED IW WHOLE OR IN PAR". SHARED WITH THIRD PARTIES OR USED HANY MANNER ON OTTER P—ECIS OR 'ENSIONE TO THIS PROJECT WITHOUT THE PR.OR WRITTEN CONSFNT OFSTARBBCKS CORPORATION TH - WINGSANO SPECIFICATIONS ARE INTENDEDTO EXPRESS DES.G%IINTENT FORA —Ty— STARBUCKS 6TORE(WHICHISSUB:ECTTOCHANGE ATANYTIME)AND00NOTRERECTACTUALSI7EWND ORB NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTILA WRITTE: AOREEMENT!S — EXECUTED BY BOTH PARTIES I STARBUCKS TEMPLATE VERSION 12018.01.26 , ARCHITECT OF RECORD 1 513 MAIN STREET, SUITE 300 FORT WORTH, TEXAS 76102 (817) 820-0433 SEAL ° Aqc 5oo'�X wl��?i1� cr o* N OF CUP SUBMITTAL- 07/28/2021 zLo=� J W (D Wr- Q �x elf rri 2 ~ O Lif F'- Q LU Of Z z Z ¢ Z U < ``y1n� U W LLI V ��' OW al-2 O arn(9 STORE M 11944 PROJECT #: 10759-067 ISSUE DATE: DESIGN MANAGER: 06M421 C. PATTON PRODUCTION DESIGNER: S. CLARK CHECKED BY: S. RAMIREZ REVISION SCHEDULE REV DATE BY DESCRIPTION SHEET TITLE: DIMENSIONAL CONTROL SITE PLAN SCALE: AS SHOWN SHEET NUMBER: F. MEN _�■le RESTR00M VESTIBULE 1 RESTROOM 1? RESTROOM 2 I i / WORKROOM SEATING FLOOR PLAN — 1/4"=1'4' IV O 0 O O 0 O O O 0 o a EXTERIOR SEATING SALE SEAT --_- _ - ---_ - m O R Ti! me e 1 1 INDOOR SEATING TYPE DESCRIPTION NUMBER OF ITEMS TOTAL SEATS I.L. 02 SEAT TOP, ROUND 01 SEAT ILOUNGE SEATING 04 SEAT IADA TABLE TOP, SQUARE 02 02 04 02 01 04 01 SEAT TABLE TOP, ROUND 04 04 01 SEAT I BANQUETTE 01 04 TOTAL INTERIOR SEATS 18 OUTDOOR SEATING TYPE DESCRIPTION 01 SEAT LOUNGE SEATING 02 SEAT TABLETOP, SQUARE 02 SEAT ADA TABLE TOP, SQUARE NUMBER OF ITEMS TOTAL SEATS 08 08 05 10 02 06 01 03 SEAT IBENCH 02 TOTAL EXTERIOR SEATS TOTAL INTERIOR & EXTERIOR SEATS 26 44 2 _4 _6 sale va°=ra CASE NAME: STARBUCKS CASE NUMBER: CU21-15 LOCATION: 920 E. NORTHWEST HWY GRAPEVINE, TX 76051 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 6 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CO WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES © 201B 6TMBUCI4E COFFEE COMPANY STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE IXUW WGS ANO SPEC—TIONS ARE WN—N-LAND SHALLREIMINTHESOLEPROPERTYOFSTARBIICI(SOORP TION, WHICH IS THE OWNER OF THE OOPYRIGHT IN THIS WORK THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONSTDTHISPRpIECf WITHOUT THEPRX)R WRITTEN CONEENTOFSTARBUCKSNRPORATKKt THESEORAWINGSAND SPECIFICATIONSAREINTENDEDTOEJ(PRESS1 E 1 NINTENTFORA FROTOTYPICILSTARSUCK6 STORE (WHICH IS SUB.ECT TO CHANGE AT ANttIME) ANDOO NOT RERECTAO—SITE CONDITIONS NEITHER PARTY SHALL H—ANY ORUGATION NOR LIABILITY TO THE OTHER(EXCEPTSTATEDA E)UNNI.AWRITTENAGREEMENT1E FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 ARCHITECT OF RECORD Rl 513 MAIN STREET, SUITE 300 FORT WORTH, TEXAS 76102 (81 7)820-0433 SEAL D o; — �5e aAY WAlQ4 0�� OF CUP SUBMITTAL- 07/28/2021 ZLO=r (i) CD J W I` a Z�X _F- Q o 0f Z zz� azw WX2 Wuja o W o al-3: a�� STORE #: 11944 PROJECT* 10759-067 ISSUE DATE: 05114/21 DESIGN MANAGER: C. PATTON PRODUCTION DESIGNER: S. CLARK CHECKED BY: S. RAMIREZ REVISION SCHEDULE REV DATE BY DESCRIPTION SHEET TITLE: SEATING FLOOR PLAN SCALE: AS SHOWN SHEET NUMBER. Il 6 f. CASE NAME: STARBUCKS CASE NUMBER: CU21-15 LOCATION: 920 E. NORTHWEST HWY GRAPEVINE, TX 76051 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 9 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES TOJA GRID SYSTEM EAST ELEVATION s ae 112" - 1 -0" PATIO TOJA GRID SYSTEM 3D VIEW — TOJA TRIO 3 ARM BRACKET, TYP. Yj z0004 — 4"X4" WOOD BEAM, TYP. Y x0002 4"X2" WOOD BEAM, TYP. Yj x0001 — 4"X4" WOOD COLUMN, TYP. Y z0002 4'k2" TOJA BRACKET Y x0003 TOJAGRID LOCAL REP: TOBY BURKE SITE SCHEDULE -"Y" TOBY@TOJAGRID CON DESIGN FURN. INST. ID COUNT DESCRIPTION BY BY COMMENTS OTHER 10042 3 BIKE RACK HOOP SB GC 14103 1 BOLLARD NONILLUMINATED SQUARE - FLAT BLACK SB GC MT0028 PATIO SYSTEM x0001 8 2X4 WOOD BEAM SB GC STAINED TO MATCH EXISTING WOOD SCREEN, VIF., TYP. x0002 18 4X4 WOOD BEAM SB GC STAINED TO MATCH EXISTING WOOD SCREEN, VIF., TYP. x0003 16 KNECT PERGOLA SIDE BRACKET FOR 2X4 WOOD SB GC TOJAGRID PATIO SYSTEM, VENDOR; TOJA POSTS x0004 4 TRIO 3 ARM PERGOLA CORNER BRACKET FOR 4X4 SB GC TOJAGRID PATIO SYSTEM, VENDOR; TOJA WOOD POSTS z0005 4 2 QUAD 4 ARM PERGOLA EXTENSION BRACKETS SB GC TOJAGRID PATIO SYSTEM; VENDOR; TOJA WITH 2 SOLOS FOR 4X4 WOOD POSTS x0006 8 SOLO PERGOLA POST BASE AND WALL MOUNT SB GC TOJAGRID PATIO SYSTEM; VENDOR; TOJA BRACKET FOR 4X4 WOOD POSTS x0007 2 8'X12' SHADE SAILS AND PRIVACY SHADES - BLACK SB GC TOJAGRID PATIO SYSTEM; VENDOR; TOJA x0008 1 12'12' SHADE SAILS AND PRIVACY SHADES -BLACK SB GC TOJAGRID PATIO SYSTEM; VENDOR; TOJA UMBRELLA 12139 3 UMBRELLA - BASE 95LB 43KG - SILVER MT0021 SB GC 17876 3 UMBRELLA -WITHOUT VALANCE -6FT 183CM- SB �GC GREEN CANVAS F0056 TOJA TRIO 3 ARM TOJA 2 QUAD 4 ARM BRACKET, TYP. BRACKET, TYP. Y x0004 Y x0005 4X4 WOOD BEAM, SHADING FABRIC — SHADING FABRIC SHADING FABRIC TYR STRETCHED ACROSS. STRETCHED ACROSS STRETCHED ACROSS. Y x0002 Y x0007 Y x0008 Y x0007 I, 2 -TOJA GRID SYSTEM NORTH ELEVATION e vz -1-0 — � L }! 1111 A�l ` 1 t — TOJAGRID SHADE SAIL ,TYP. DESIGNER TO SPECIFY. PATIO COVER Y, o00J ... 1/2" = V-0" TOJAGRID SHADE — TOJAGRID SHADE SAIL ,TYP. SAIL ,TYP. DESIGNER TO SPECIFY. DESIGNER TO SPECIFY. Y xL °BJ Y'z0007 © 301$ STAR— COFFEE COMPANY STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESEDRAWINGSANDSP IFiCATIONSARECONFIDENTWI.ANO SHALL REMAIN THE SOLE PROPERTY OF 9TARBUCKB--ORATION. WHICHIETHEOWNEROFTH—PYRIGHTINTHOWORK THEY SHALL NOT SE REPROWCED (IN W HOLE OR IN PART), SHARED WITH i ARTIESORUSED INANYMANNERONOTHERPROJECTSOR EXTENSIONSTO THIS PROJECT W ITHOUT THE PRIxi WRRTEN C SERTOFETARBUCKSWRPORATION TH RAWINGSAND SPECIF101TI045 ARE IMEPNEO TO EXPRESEDESGN INTENT FORA PROTOTYPICAL STARBUCKE STORE (WHICH IS SUBIECT TO CHANGE ttIME) AND DO NOT REFLECT ACTUAL SRE CONDITIONS. NEITHER PARTY SHALL HAVEANY OSLIGAT—NOR LIABILITY TO THE OTHER IE CEPT STATEDAEOVF) UNTIL A WRRTEN AGREEMENT IS FULLY EXECUTED 8Y BOTH PARTIES STARBUCKS TEMPLATE VERSION i2018.01.26 ARCHITECT OF RECORD 513 MAIN STREET, SUITE 300 FORT WORTH, TEXAS 76102 (817) 820-0433 SEAL c�D° Aq�y CUP SUBMITTAL- 07/28/2021 Z =� 06 F— O J WI- 2X Q z o Z z ¢ W Qz UX = U Uj0_ oW� Io< al-2 irnU' STORE #: 11944 PROJECT #: 10759-067 ISSUE DATE: 05M,10 DESIGN MANAGER' C. PATTON PRODUCTION DESIGNER. CHECKED BY: S. CLARK S. RAMIREZ REVISION SCHEDULE REVI DATE Byr DESCRIPTION SHEET TITLE: PATIO SYSTEM `SCALE: AS SHOWN I SHEET NUMBER: N 9 to F; • WEST ELEVATION 2 Srale 114" = V-0" N g C SOUTH ELEVATION N EXTERIOR SIGNAGE SCHEDULE -'S" DESIGN FURINST. ID COUNT N.j DESCRIPTION BY j BY BULB COMMENTS SIGNAGE-OTHER 21167 1 1 SIGN - MOBILE ORDER PICK UP NONILLUMINATED ISB GC FLUSH MOUNT T.O. STONE WALL 20' - 0" T.0 PARAPET WALL IT-0" T.O. DRIVE THRU BUMP OUT 14'-3„ Jv 4 R B.O. CANOPY 4 - 8' 6" ti v FINISH FLOOR 0" T.O. STONE WALL AK20' - 0„ T.0 PARAPET WALL. L • �k IIIII 17' _ On" T.O. DRIVE THRU BUMP OUT 14' - 3" GENERAL NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE. D SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY - AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS, G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. KEYED NOTES O 1. EXISTING DOOR TO REMAIN. 2. EXISTING CANOPY TO REMAIN. 3. EXISTING DRIVE THRU SERVICE WINDOW, SHELF AND AIR CURTAIN TO REMAIN. 4. EXISTING BUILDING MOUNTED LIGHT FIXTURES TO REMAIN. 5. EXISTING GAS METER TO REMAIN. 6. EXISTING ROOF ACCESS LADDER TO REMAIN. 7. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. 8. EXISTING STOREFRONT TO REMAIN. 9. EXISTING SIGN TO REMAIN. EXTERIOR FINISH RATIO: T TOTAL AREA OF EXTERIOR ELEVATIONS: 3433 SF AREA OF GLASS: 335 SF AREA OF EXTERIOR FINISH: 3,098 SF AREA OF MASONRY FINISH: 2,292 SF PERCENTAGE MASONRY FINISH: 74% PERCENTAGE OF REQUIRED MASONY: 70% B.O. CANOPY �� q - - - 8'-6" n m i I I FINISH FLOOR ■� ` 0' 7 T T^ 0 ^2' 4' 8' — s<aL I _ © 2-STARBUCNS O—ZE COAL ANY STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON98134 (206) 318-1575 THESEDRAWINGSANp SPECIFICATIONSARECONRD IALAND SHALL REMAIN THE SOLE PROPERTY OFSTARSI—B WRPORATION. INHIOH IS THE —ER OF THEWPYRIGHTINTHISWORK THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART;, SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON 7HER PROJECTS OR EXTENSIONS TD THIS PROJECT WITHOUT THE PROR WRITTEN CONSENTOFSTAR9UCK5 CIXiPORATION. THESE—INGEANO SPECIFIC MNSA INTENDEDTOEXPRESSDES'GNINTENTFORA PROTOTYPIM STARBUCK5 STORE (WHICH IS S:SIEr' TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE—TIONS NEITHER PARTY SHALL HAVEANY OBLIGATION NOR LABILITY TO THE OTHER (EXCEPT STATEDABOVE)UNTILA WRITTEN AOREEMQ T IS FULLY E)ECUTED BY BOTH PARTIES STARBUCKS TEMPLATE VERSION i2018.01.26 ARCHITECT OF RECORD Rl 513 MAIN STREET, SUITE 300 FORT WORTH, TEXAS 76102 (817) 820-0433 SEAL D cc rn t�2�,o+ry CUP SUBMITTAL- 07/28/2021 Z =r °6 CD U) co J (L r- 3:X Tri 2 H Q o Of Z zZ� ¢ZW L)x 0W� W WLU o�� d = d clq GENERAL EXTERIOR REFRESH: -- PRESSURE WASH DRIVE AISLE, PARKING STORE M 11944 SPACES, PATIO, SIDEWALK, AND BUILDING. PROJECT #: 10759-067 ISSUE DATE: 051140 CASE NAME: STARBUCKS CASE NUMBER: CU21-15 DESIGN MANAGER: C. PATTON PRODUCTION DESIGNER: S. CLARK LOCATION: 920 E. NORTHWEST HWY CHECKED BY: S. RAMIREZ GRAPEVINE, TX 76051 REVISION SCHEDULE REV DATE BY DESCRIPTION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION SHEET TITLE: BUILDING EXTERIOR CHAIRMAN DATE: ELEVATIONS SHEET. 7 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT SCALE: AS SHOWN WITH ANY CODES OR ORDINANCES. SHEET NUMBER: DEPARTMENT OF DEVELOPMENT SERVICES P. EAST ELEVATION 2 s ae 114" = V-0" 7 2 NORTH ELEVATION — serve 114" = 1' O" EXTERIOR SIGNAGE SCHEDULE -"S" DESIGN FURN. INST. ID COUNT DESCRIPTION BY BY BULB COMMENTS SIGNAGE - OTHER 21167 1 1 SIGN - MOBILE ORDER PICK UP NONILLUMINATED SB GC I J FLUSH MOUNT T.O. STONE WALL 20' - 0" T.0 PARAPET WALL ■ 17'-0" ■ I i } i i Y4. T.O. STONE WALL - 20, - 0„ T.0 PARAPET WALL �I fit' a i it -I — -- ----------- •— 2 8 —7. 3 EXISTING SPEAKER, QUIET LISTENING - - _ \ MUSIC FOR GUEST AMBIENCE ' GENERAL NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE- D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED, GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. KEYED NOTES O 1. EXISTING DOOR TO REMAIN. 2. EXISTING CANOPY TO REMAIN. 3. EXISTING BUILDING MOUNTED LIGHT FIXTURES TO REMAIN. 4. EXISTING ROOF ACCESS LADDER TO REMAIN. 5. EXISTING STOREFRONT TO REMAIN. 6. EXISTING SIGN TO REMAIN, 7. NEW PATIO TOJAGRID CANOPY SYSTEM. SEE DETAILS ON SHEET A003. 8. EXISTING BUILDING MOUNTED MUSIC SPEAKER. EXTERIOR FINISH RATIO: TOTAL AREA OF EXTERIOR ELEVATIONS: AREA OF GLASS: AREA OF EXTERIOR FINISH. AREA OF MASONRY FINISH: PERCENTAGE MASONRY FINISH: PERCENTAGE OF REQUIRED MASONY: D 2' 4' 8' sole vA�=ra 3433 SF 335 SF 3,098 SF 2,292 SF 74 70 [r^�B STARBUCKSCOFFEECOMPANY STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS MID SPECIFXATX]NS ARE CONHDENTALAND SHALL REHMIN THE SOLE PROPERTY 6 STARSUCI(SCORPOPATION, WHICH IS THE OWNER CE THE COPYRIGHT IN THIS WORK THEY SHALL NOT BE REPRCOUOED (IN WHOLE ORN PART). SHARED WITH THIRD PARTIES OR USED IN ANY MANNEROJ OTHER PROJECTSOR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR W RTTTEN CONSENTOFETARBU—CORPORATION THESEDRAWINGSAND CIFICARONSARE INTENDED TO EXPRESS DESXiN INTENT FIX2 A PROTOTYPIGL STARBUCXS STORE (WHICH ISSUSiECT TO CHANGE AT ANYTIME) AND DO NOT REFLECTACTUAT ETE WNUTIONS NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LABILITY TO THE OTHER {EXCEPT STATED ABDVE) UNTR A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 ARCHITECT OF RECORD I 513 MAIN STREET, SUITE 300 FORT WORTH, TEXAS 76102 (817)820-0433 SEAL 0 °Ageti �5e. W![° ON ic N is zlis CUP SUBMITTAL- 07/28/2021 Z =r °6 J U)) m LU r X iL� ��Z z Z 00 0 Z W WX0 UU IL Ofte o� c\I = a GENERAL EXTERIOR REFRESH: STORE #: PRESSURE WASH DRIVE AISLE, PARKING 11944 SPACES, PATIO, SIDEWALK, AND PROJECT #: BUILDING. 10759-067 - ISSUE DATE: DESIGN MANAGER: 0511421 C. PATTON CASE NAME, STARBUCKS PRODUCTION DESIGNER: S CLARK CASE NUMBER: CU21-15 CHECKED BY: S. RAMIREZ LOCATION: 920 E. NORTHWEST HWY - GRAPEVINE, TX 76051 REVISION SCHEDULE REV DATE BY DESCRIPTION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION - SHEET TITLE: BUILDING EXTERIOR CHAIRMAN ELEVATIONS DATE: SHEET: S OF 9 SCALE: AS SHOWN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES, SHEET NUM BER: DEPARTMENT OF DEVELOPMENT SERVICES - Q TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR, PLANNER II DATE: AUGUST 4, 2021 SUBJECT: CONDITIONAL USE REQUEST CU21-21; LOT 3R, BLOCK 1, TOWN CENTER ADDITION NO. 2 RECOMMENDATION Staff recommends the Site Plan Review Committee consider the proposed changes to conditional use request CU20-25 (Ord. 2021-04) approved at the January 19, 2021 meeting for a planned commercial center with the possession, storage, retail sale and on -premise consumption of alcoholic beverages (beer, wine, and mixed beverages) a 20-foot pole sign, outdoor dining and outdoor speakers/monitors, revised floor plan and exterior elevations and to allow for the addition of brewpub, specifically to revise the floor plan, and revise the exterior elevations in conjunction with a brewpub and restaurant, and take any other action necessary. BACKGROUND INFORMATION With this request the applicant proposes to increase the height of the south and east exterior elevations from 11-feet to 21-feet to accommodate taller brewing equipment for Ferrari's Villa and Sidecar Brewery. An extended glass storefront and new vestibule are proposed along the east and north elevations respectively. Interior floor plan changes include new restrooms and 30 fewer seats from 274 seats to 244 seats. Outdoor seating is proposed to increase 14 seats from 96 seats to 110 seats. Additional minor exterior changes include new corrugated metal and wood along the north and east elevations. The revised seating layout will seat 354 patrons requiring 119-parking spaces; 138 parking spaces are provided. Conditional use request CU06-32 (Ord. 2006-56) approved by Council at the August 2006 meeting to allow for a 393 seat restaurant (Ferrari's Italian Villa) with on -premise alcohol beverage sales and consumption. The elevations, floor plan and monument sign of an existing 10,564 square foot restaurant, formerly occupied by Golden Corral, were revised to accommodate Ferrari's. The Site Plan Review Committee at their August 29, 2007 meeting approved conditional use request CU07-28 to revise the exterior elevations by adding an outdoor fireplace, fountains and gazebo, revise the landscape plan, and revise the monument sign location of Ferrari's Italian Villa. At the September 15, 2015 meeting the Council approved conditional use permit CU15-37 (Ord. 2015-57) to allow for a 20-foot pole sign on the subject site. The Site Plan Review Committee at their August 3, 2016 meeting approved conditional use request CU16-19 to allow for minor floor plan and exterior elevation changes. At the January 19, 2021 meeting, Council approved conditional use request CU20-25 (Ord. 2021-04) to revise the floor plan, the exterior elevations and to allow for the addition of a brewpub. No additional changes are proposed to the subject site. /at 0AZCU%CU21-21.4sprc 5. 15D 41T 5T E. 332.58' 112 .II EXI5TING PARKING AND LANP50APE TO REMPIN'A5 15 r ENTQY Eti' LI I 5EAnN6 w / � F c 51r.E E AREA ------------------------- • EJ75TN6 o m� ______-_-- r N. 180 49' 3T K 343.36 01 -DIMENSION CONTROL 51TE PLAN 1" = 20'-0" !0 -99, — \ CONDITIONAL U5E REGUE5T CU21-21 15 A REGUE5T TO AMEND CU16.14 SPRc, GU21-25 (ORD. —1-04) FOR A PLANNED COMMEROIAL CENTER WITH THE POSSESSION, 5TORA&E, RETAIL SALES AND ON -PREMISE cON5UMPnON OF ALCOHOLIC ,EVE E5 (BEER, WINE AND MIXED BEVERAGES), SPEOFICALLY TO REVISE THE FLOOR PLAN, REV15E THE = EXTERIOR EtVAT,ONS AND ALLOW THE APPMON OF A BREMIERY IN CONJUNCTION WITH A RESTAURANT. 04 O THE ENTIRE SITE 15 THE PREMISE. N LANDSCAPE OPEN SPACE: 51,651 S.F. (51.5%) N IMPERVIOUS 5PAGE: &DAW S.F. (60.5%) D SEATING COUNTING CHART Q INDOOR SEATS = WOOD TABLES MV 2-4 CHARS (WOOD W/ CUSHION) Z O OUTDOOR SEATS = O LL (n ALUMIMUM FRAME TABLES NTH SYNTHETIC reATHERPROOF MIOOD-LOOK TOP AND ALUMINUM OIAIR5 MOTH WATERPROOF U OUTDOOR FABRIC CU5HION5 - 70 SEATS WOODEN PICNIC TABLES METH WOODEN BENCHES - 40 5EAT5 TOTAL SEATS = 554 CHARS CO Z O Z 51TE DATA SUMMARY Ow Z w U EX5TIN6 ZONIN6 C - w E MI LAND USE DE516NATON (LUD) COMMUNTY CGMERGIAL Q GROSS ACREAGE 2'Em ACRES W n 100,3115.F. Z V NET ACREAGE 2,305 ACRES Q 100,311 S.F. 0 E%15nN6 BULLDIN6 AREA 10,616 5.F. m U NEW BUILDING AREA 11,T05 S.F. OCOUPANT LOAD (SHON) 354 Z OC -UPANT LOAD (MAX) 354 W REQUIRED PARKM6 L v / SEATS 354 � RESTAURANT 244 (1 TO 3 SEATS) = 52 OUTDOOR 110 (, TO 3 SEATS, = 97 W PROVIDED PARKN6 SPACES STANDARD 133 a HANDICAP 5 O TOTAL REGAAKED (114) TOTAL 135 u- Job No: 21020 LOT: SR, BLOCK 1 O TOME CENTER ADDInON NO. 2 OTY OF GRAPEVINE TARRANT c0'NTY, TEXAS rr"`itj NORTH w w 0' 10' 20' 40' 80' w OF Date: 07-29-2021 Revision: �ccAnoN. er: src,: I Z ,dwt rn� �mrwn Ha. R AtAL 0 L MAYRt 5CC-.RGI'N2Y DATE Q PL4➢•N6IND ]PING ( MML5IOH O uuNNAN U DATE Sheet Title: DIMENSION CONTROL SITE PLAN LL Drown By:CC&JF D�ATNa+roF av�eExnrc. 0 3heel Number: w 1 OF 3 SHEETS PERGOLA OUTDOOR 5EATIN6 14 14 "a a7 0 C► CP ALCOHOL STORAGE AREA 156' - S' MAIN I`NTRY II v 7i III�II 1�11 ES 1 1' EMM II I " 16' -O" VAN 1} ❑ U U Z (o�jf OUTDOOR SEATING FIr L� n I r-- ALCOHO, 5TI-Arr-E PREA I ti � 4 O ® P .S \ re � AL OL ® \\ J m � C, ti a n 5 'D D;{/IV I I I I I I I I I I POINT OF SALE I I I L°---`lL-----�' PER50LAGGLA PERGOLA OUTDOOR SEATING i �A'`��11 7 M n n 50' - 11 1/4" I 11' - 1 1/4" _ SS _ 1" 01 -FLOOR PLAN 1/9" = 1'-0" U � J Lu Q 0 a N cri U W �O 0 LL W 1 A W Q LLf 0 Z a n o W (� Z ❑ Q 2 ❑ U m U z I 5EATINC7 COUNTING CHART A INDOOR SEATS - WOOD TABLES Al 244 CHARS (WOOD NV CL514I04) W OUTDOOR SEATS = a ALUMIMUM FRAME TABLES WRH SYNTHETIC Y WTHERPROOF WOOD -LOOK TOP AND ALUMMf CHARS WITH WATERPROOF X OUTDOOR FABRIC CUSHIONS --0 5EAT5 O WOODEN PICNIC TABLES WRH WOODEN BENCHES - 40 SEATS L.L Job No: j ToTA- sEA1 = as4 HARS H 21020 C EASTIN6 sPEAKER/MONITOR LOCATIONS ! I ! ! ! w /�1i� f.T0 P qrF 8' OF 0' 4' 16' 37 Lll � Date: _ 07-29-2021 vf'ii "'eo rcA�wT �uA� _J Hevision: cA� iuNEea a�1�i iacA nH: tm: ac, eLacc i or«E eElrrF:e ALDmoN nw z Z YUI_I. iMt D- TA1E AyE. O r NAroR �ET.�x- DA ❑ PLnrwc µD u.Noas cram O DA Sheet Title: _ 2 _ 3 v FLOOR PLAN .1 Drown By:CC&JF T'+Q.raF Dev*Lavr+e+r 3ccvK� ❑ Sheet Number: W 2 U) U) OF 5 SHEETS E%ISTM6 BRICK — EXISTING STUCCO EXISTN& STUCCO EXI5TN& BRICK EA5rN& WOOD &ATE ` E%ISTIN& WOOD ST0RA6E S4EP 04 -INE5T ELEVATION ExsnN6 8' TALL WOOD FENCE 1/8" = 1'-0" NEW HVAG EG UIPMENT 1 1 1 1 ra... l FIR STUCCO 4— TO MATCH EA5nN6 EXISTING 8• TALL PROPOSED 6LP65 NEW CORRUGATED METAL WOOD FENCE STOREFRONT ROOF AND WOOD STRUGT 05 —EA5T ELEVATION "1/8" = T-0" r---- a EXISTING �� I SIGN LOCATION E WING NEW CORRUGATED EASTIN6 RAMP STUCCO METAL FAI EL EM5TN& BRICK ' y � .. _ ._ - �I :: ' ,- �: _ r E7057NG BRICK Ar-•t'.Y fI4.3`cSj-''+'.�"`_L^'4^,'-� rig' �s �•q"il::.'F �� _ - r .w w•-•. -• �L� : C.a ,mOW 45x _ _ d _ EXISTING 5TUCCO EXISTING BRICK E NNG WOOD STORA&E SHED EXISTING W TALL WOOD PENCE 02 —50UTH ELEVATION _ 1/8" = 1'-0" PROP05ED 51UCG0 TO MATCH EXI5TNI6 o n - PROPOSED 6LA55 STOREFRONT r PROPOS!W WRRU&ATE 7 . r-------, 1EMELLROOFTOOOft - n Y-1Yfit1N6 PARTO ROOFS 51&N LOCATION i '�� ' L-------j I:I I 'i ++ W n EX57IN6 RAMPR— I � n II III I o i ` — I • •PROPOSED � ` PROP05ED GFDAR� _ EAST1N6 STUCCO EXISTING WOOD LATTICE • — .-. .-. - L VESTOULE YUTN GOwMNs f "f EkI5TIN6 WOOD FENCE NEW CORRU6ATm METAL PANEL STUCCO WALL 01 —NORTH ELEVATION N N CN N W J �0 0 � nr' W 1..� W J w 0 Of z W n- a 0 V Z ❑ Q 2 ❑ U U VJ EXISTING BUILDING 15 100% MA50NRY: BRICK AND ILL Job No: 5TUCG0 21020 ALL NEW EMERIO . WALLS ARE TO BE 100% MAWN RY TO MATCH EXI5TIN6 O Z MECHANICAL EQUIPMENT SHALL BE SCREENED FROM § PUBLIC VIEW ; W \ 1 W �i... 9rFOF 0' 4' 8' 16' 32' (q :3 Date: 07-28-2021 —J Revision: u zE waE cvn ni9 Rwww wlw� Fu+nL vr�.ecr uae Nun+aec curt �I Z iocd. �. 3Rcwrvt�c�c t woarpri Ho. � O vuuv« o. rwre war � nwrac �crxerkm ❑ - . nw Z �LNdIMb A1I�SONME COmMISKIN O — i Sheet Title: EXTERIOR 3�, 3 ELEVATIONS O rN c�aaruc>•rvimwcoo� OR�III/11L6 Drawn 0 Sheet Number: o�w,nr or �rncewe+T s�xrc� W 3 D OF 5 SHEETS TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR., PLANNER II DATE: AUGUST 4, 2021 SUBJECT: PLANNED DEVELOPMENT OVERALY PD21-03—AMLI 444 EAST DALLAS ROAD RECOMMENDATION Staff recommends the Site Plan Review Committee consider the proposed change to the site plan of Zone Change Request Z16-01 (Ord. 2016-35) approved at the May 17, 2016 meeting for the development of a multifamily complex, specifically to provide private tenant patios, and take any other action necessary. BACKGROUND INFORMATION With this request the applicant proposes ten fenced patios, for first floor units, located on the east side of Building "B". The patios range in size from 150.45 s.f. to 194.10 s.f. A three foot wrought iron fence is proposed for each patio. Additional landscaping is also proposed adjacent to the patios. The applicant believes the patios will provide a rear yard experience for the tenants. See the attached letter. At the May 16 2016 meeting, Council approved zone change request Z16-01 (Ord. 2016-35) on the subject site, of 5.08 acres from "LI" Light Industrial District to "CBD" Central Business District for the development of 250 multi -family residential units. The Council also approved planned development overlay PD16-01 (ord. 2016-36) to allow for a multi -family mixed use development, exceeding the height requirements of the district, and deviating from the parking requirements. No additional changes are proposed. /at 0:1ZCU1PD21-03.4sprc 5057 Keller Springs Rd, Ste 250, Addison, TX 75001 Phone: 972-265-6700 WWW.AMLI.COM June 28, 2021 City of Grapevine Development Services Planning Division Grapevine, TX 76099 RE: AMLI Grapevine = Request for Unit Yard Additions Dear City of Grapevine, AMLI Grapevine would like to propose a landscape project and private yard additions to enhance our community and surrounding curb appeal. With the Dallas Rd. project in front of our community ending we want to make sure that we have eye catching curb appeal to align with these improvements. As residents and visitors are traveling more frequently on this thoroughfare to and from Main St., enhancing the landscaping features at our community is beneficial to both AMLI and the City of Grapevine to add the attractive entry of the Dallas Rd. Additionally, we would like to add 11 private yards to the East side of our building which faces an entry point of The REC Trail, that can also be seen from passersby on Dallas Rd. When they are stopped at the new stoplight at Dooley and Dallas Rd. or just as they walk and drive through heading towards Main St. In the multifamily industry, there's demand for private yards as they give the feeling of living in a home with a yard, especially for pet owners. In the current space by the trail and our community, while it is lined with trees and minimal landscape, the space feels undeveloped. The private yards would be screened in by iron gate and exterior landscape creating an attractive finished appeal for AMLI and the City of Grapevine, as well as adding increased value for our community. If you have any questions, please feel free to contact me at: ifranklinAamli.com or 972-265-6723. Regards, Jaron Franklin Director of Renovations JUL 6 2021 1 I 0UR MISSION: Provide An Outs tartdi.rtg Li. 4rtg En,vi,ro►traent For 0Itr Res idertts m ELEVATION A SECTION EASrU -lka"'A 3 KEY MAP AA PERSPECTIVE AMLI GRAPEVINE GRAPEVINE, TX • PRIVATE YARD ELEVATIONISECTION I PERSPECTIVES PN 8520091 06.03.2021 AMLI RESIDENTIAL L - JUL 6 2021 1 pay Oda PFHSPECTIVE LandDesign. SHEETINDEX LaOD COVER La01 GENERAL NOTES La02 LEGEND L1-01 - L1-05 DEMO PLAN L2-01- L2-04 PLANTING PLAN L2-05 PLANTING SCHEDULE L2-06 PLANTING DETAILS L3-01- L3-04 LAYOUT PLAN 1-4-01- L4-04 MATERIAL PLAN L&01 GRADING PLAN L6-01 SITE DETAILS LANDSCAPE RENOVATIONS AMLI GRAPEVINE LANDSCAPE RENOVATIONS PACKAGE 02.12.2021 VICINITY MAP i -.txw roll ti avo_v 1- PROJECTLOC f � •mow 1 ..x . ■ r � v"t 'A 1_ �sl•r ,�pl�rl� � ,� r SCALE'NTS LNOrroscnLEl PROJECT TEAM OWNERIDEVELOPER AMLI RESIDENTIAL 5057 KELLER SPRINGS ROAD SUITE 250 ADDISON, TEXAS 75001 LANDSCAPE ARCHITECT LANDDESIGN 5301 ALPHA ROAD, SUITE 24 DALLAS, TX 75240 214.785.6009 i JUL 6 2Q2l 10 .1 Im.�allbeomeIyou LandDes*nn. Cell before0W dig. EAST DALLAS STREET , [ I iJ u� r J. Landscape Demo Plan Demolition of plants for New Yard Addition Areas; for review and approval LEGEND �/J _ ALL AREASOFIMPROYEMENTS-11131TREATE FODAS LLOWS: SOILS MITIGATED PER SOILAMENOMENTS DETAIL THIS SET. REMOVALOF AIL PIANT MATERIAL ALL EXISTING TREES N REMAIN - LandD. 5901 ALPHA ROAD, SUITE 24 DAUAS, TX] m 214.M.=9 W W WAANDDESIGNXOM CUNT AMU GRAPEVINE 444E DALLAS RD, GRAPEVINE, TEXAS YB051 I jk K 294 py F '(� Feb 12 2021 2:43 PMDeO1 AMLI GRAPEVINE — LANDSCAPE RENOVATIONS— vrtooEsox vxw.s 8520091 REVISION / ISSUANCE 140TDESGR1PnON DATE DEI IGNED ar: DRAWN BY: CHECKED BY: III AVERT. NA HORZ: 1-=W 1--LE tD' 2B 4D' TEXAS81'I CALL BEFORE YOU DIG! DEMO PLAN TEXAS ONE -CALL CENTER IT'S THE LAVVI �E��aLl-03 a I A r "� I +A sjA i a I ya I Arai ' ia�a i I f I ;a{• a a;, I 1y, a� .a 1 L 4' A 7 J,4 4, �{ aa_ 1 k iy,;sa 4 y { 4.i L MATCH LINE A Existing Patio Landscape �I MATCH LINE A N �I4� �I 52 I WI I I ( I I I I 1 I r �4 1 1 Existing Layout Conditions LmdDesip. 5 I ALRHA ROAD, SLATE 24 DALIAS,T.6 ] 211T MEM. 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DESCRI"M M,E I DESIGNED BY: I DPAWN BY: C ECKED BY: VERT: WA xox.x HDRZ: 1120' axeernrre 13 2D 4O PLANTING PLAN axee,xex.a L2-02 LmdDe p- 5 1 ALPHA ROAD. SUITE 24 WLUS, TX 752Q 214.7E .S WWW.IANDLESIGN.OW I� 2/4' TYP. HANDRAIL, DETAIL ?' SEE THIS SET ' MATCH LINEA HOSE BIB ;1 CONNECTION, _ !I KEEP OUTSIDE, OF PRIVATE : , -..5. YARD j J F F— ZLLJ UJI y 1.. TYP , L I. � p.2p`i`. ik 1'W HANDRAIL• DETAIL—. SEE THIS SET +•- _ HOSE BIB — 4m Ij{ •'f CONNECTION, p.1a TYP. _ KEEPOUTSIDE-''�— OFPRIVATE "—' YARD ---� HANDRAIL DETAIL u _ SEE THIS SET g 4.W _ �LIaIIIIIIiA,� �Y�+ MATCH LINE A PRIVATE PATIO SIDE YARDS iJ UTILITY '-'---" CONNECTION, KEEP OUTSIDE _--_�---� OF PRIVATE YARD, i III HOSE BIB CONNECTION, -_ — KEEP OUTSIDE - OF PRIVATE YARD G t HOSE BIB 4.Up' f CONNECTION, 1pI 4°'TYR i _ - - - KEEP OUTSIDE- _ . .` OF PRIVATE ::+... 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ANLOESIGN.COM J:; E5 SPOT GRADE WED OFF ARCHITECTURFJCNIL PLANS _uexr AVILI GRAPEVINE 444E DALLLAS RD, MATCH LINE A 41255 SPOT ELEVATION p 4125o TS TOP OF STEP, BOTTOM OF STEP GRAPEVINE, TEXAS 76051 , Q�...:,�QQ� 9lzooes 912So TW TOP OF WALL, BOTTOM OF WALL 410.W BW 4 WTR TOP OF RAMP, BCTTOM OF RAMP 61510 _ I 472W BR 1 u, ! i L' - _: 61d.70 815]a TS J J 61SW i If F— Z i -616.62 8152065� M � J -' 6,9.28TS i i'f W Z 618.78 B6 CL 61 a I W New ran NYards Grading Plan i g 814.10� aa'BAa e \ 614 Ji 61a68 '• � .617 � z 1t sla.ot5T kal 61421 BS- 4 Ts �_. _. �`~"a•4Mgp9 ..... ,...._.... 1 614.01 61421 BS- ^� 1 ¢ Z94 py (: `! za _ _— • F i - 61a.1°1 _ Feb 12 2021 2:44 PM°°°'�i . 618.JB F - 61].07 61B.3f T6 t 617.31 In 614.10 6f18dJ '3 lI f �-� 619 i B147TiZ '616.W - AMLI GRAPEVINE 814.1( 61420 BS y 1! V m 517.79TS 6n ee� VVV 616.i9 &S -B18.W r-— �. � "�� i I LANDSCAPE RENOVATIONS— :I BSA — — _`-- '(613.B26f4.78TS' ' 65= , 8520091 6,B.68 (( -1 6- 619.R✓ : REVISION / ISSUANCE W. DESCPJPTION DATE 6162D BS r Z i 05 a I 1c �' I. a u � r I 61345 v - 618. a8� fi15.18 61 71 L 1 I .._.:, •..a ,... 1 613M III t �i MATCH LINE A DESIGNED BY: DESIGNED BY DRAWN BY DRAWI.LBY CHECKED BY' CHECKED�Y VERT: WA HDItZ: 1510' PRIVATE PATIO SIDE YARDS s J TEXAS8IT ate/ CALL BEFORE YOU DIG- GRADING PLAN TEXAS ONE -CALL CENTER IT'S THE LAVVI �E�.BaL5-01 A A ELEVATION A SECTION �L4S ST KEY MAP Conceptual Images Unit Yard Additions .. PERSPECTIVE PERSPECTIVE AMLI GRAPEVINE GRAPEVINE, TX a PRIVATE YARD ELEVATION ISECTIONIPERSPECTIVES PN 8520091 1 06.03.2021 1 AMLI RESIDENTIAL PERSPECTIVE LandDesign. Overall Site Map ❑ ❑ � lea � � r .lITAVIIAM]RRiAL EAST DALLAS ROAD >s � t w Fm P t SERVICE ROAD 1 >��1.�•iLi''�`i^'L'PY'•i+f JLs:..,:5:.— _ _ �',>=e`rir -�. I I I I7, EAST a+LLAS STREET REFER TO SHEET L3-04 F--I IL �T]_ 11f1111111111�[ffll J6 FIRELANE _ _ 1J i�a W i New Yard Addition Areas for review and 0 11 approval U- I [W I I �i1 III co o 1w w co = I 4� ;� o I I 1 0 I W I - Q ! 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COM -„ iK®LYt ARRC T4 Ababa x'Rose C—IC l Rose Creek Abet Y0 ABGR 47 Abele z 9nnCRbn l GI sYAb II ® 'BEiYI 43 Berbensthunbeigd'Crbnson PygmyI Comson Pygmy Japaneu Barberry n © BUMI 11 {Bm.maq ewusmmophylle ver.lepanio'Gregem'IBaby Gem Boxwootl M3 ® CAVI 3 CaOct .viminaf¢'Libe John' I Ld6e John W11Pmg Boldebmh lI IRS QEUAU 1g Euonymiclaponicus'Aurco-marginaM'IGoken Euonymus k.5 OHYPA 113 Hytlnr panmuleb'Lidb Lime' I LMe U— Hydnnlpw >{3 ® HTOU 94 'Hydmigea RueaRoka l III Hydrangea © ILCO 161 Ikz wrnub'Owarf BudoN'I WaaR BuRortl Hilly i'3 OILVO 1Tg Iex vomdona'6bkes Owart I..%-D-d Yaupon HOGy 03 OILJ4E 2 Ilex x Nellie R Shrvens' f NeAie R. SMens Holly 45 GRL JlIHO 244 Junipena MruarRagzl Crroarg Juniper ;vi ® WN 26 gerstroamie umin'Owart lDwaRCnpe MyNe N0 U LE6U 166 Leuangnmumzsuperbian/SMsfe Daisy F1 O LOCH I16 Lanpe�lum cNrieirse'Purpb Omm.M' I LomPMalum'Purpla D'amoM' I13 OLO6W 15 Lanpebtlum cNrrcme'Sheng-whHe'TMl Ememkl Snow L—p Wlum N OLOBH 1. Loropeblum cNmine rubmm'Slnrg-Io TM I ft,* Pale Ringe Flower m MAKE 22 Mahone beeeil leaMeileaf Mthonn i3 MACH 519 Mahone x'6W[Ceresi lSoM1Cenas Mahanla k'3 OiPRO 24 - Pibsponm lobim'nanil Mock OnnW t110 © RMN 56 Rhaphiobpis iM'v'Clan'llntlian HavMom'Clani 11 Rosa z'Redlko l Double KrockM Red Rose 0 HRORA ROOF ST Rosmarnm i.-Rosemary MB O6AGR IFSablege9giil AUWmn 6ega p ® 6ASY y12W 61 Sable syhestris'mei�ead'IMayni9M f1 O TACU cuspidab/Updgh[Japanev Yaw GROUND COVERS CODEOTY �BOTAMCALI COMMON WIME MIN. CONT. TRAS 1.118 1ncMbspermum asiakcuml Asnn Jasmine k1 -CODE ON 'BOTANIGLICOMMONNAME MIN. CONT. SOO e ` 602 s1 fymdon deorylon'TRwaY 419'/Barmutla Grass I 6OUDS35 6'O.C. S'-10' 0'O.C. 10.lr I 3' O.C. 2' O.0 15 O.0 4 O.C. Landl)esign. 5301 ALPHA ROAD, 61ATE 24 DALIAS, ]5240 214..W WWW.IANDWSIDOESIGN.COM AMU GRAPEVINE 444E DALLAS RD, GRAPEVINE, TEXAS 76051 <H KE,y�9 T Z94 p B tom$ Feb 12 2021 2:43 PMD-5i AMLI GRAPEVINE — LANDSCAPE RENOVATIONS— uaao�aaaraw. 8520091 REVISION / ISSUANCE W. DESCRJPnON DATE DESIGNED BY. l DRAWN BY CHECKED BY' VE— WA HORZ. WA PLANTING SCHEDULE L2-05 I SPACING( P(ANTSPACINGCHART . D' I T + + + + _I_ . . SPACING, ROVI PWJTS IS.F. H 5 T O.C. V O.C. 53'16' O.C. 615116" O.C. 1O 2.60 J + + + + + + I- 10' O.C. 12" C.G. 15" O.C. B N3" O.C. 10 are" O.c. 1T O.C. 1.66 1.15 0.73 18"O.C. 24 O.C. "SI160C. 2013116' O C. 0.51 029 IIIIII + + + + + + + L TRIANGULAR SPACING FOR r_-� SHRUBS & GROUND COVERS PLAN NTS NOTES 1. SCARIFY ROOT MASS OF CONTAINER MATERIAL Z. INSTALL CONTAINERIZED PLANTS 0.T FINISHED I GRADE. SEE3PACINGVARIES LANDSCAPE MAN 3. TAMP PLANTING MIX FIRMLY AS PR IS FILLED TYP. COLLAR AROUND EACH PLANT BALL MIN. T HT. 21 - Y 4. OMIT COLLAR AROUND EACH SHRUB WHEN T IAYER OF DARK BROWN IRRIGATION BYGTEM IS PRESENT. DOUBLE SHREDDED HARDWOOD MULCH 5. EACH ANT BAAND PIT IMMEDIATELY AFTERTER INSTALLATION. q" �. 6" MIN. :" 12"•18" ' AROUND ENTIRE I, PLANTING BED TAMP SOIL MB( UNDER EACH PLANT BALL TO EN EDGE OF MINIMIZE SETTLEMENT PLANTING BED - SdLAMENOMENTS TYPICAL PLANTING BED DETAIL CROWN HEIGHT IN INCHES EOUALS WIDTH IN FEET TO 12' MAX. GRADE EQUAL SPACING To.,( BETWEE PLWIS I�FINAL EXISTING GRADE EDGE OF PLANTING BED UN TIP. STAGGERED ROWS im PLAN TYPICAL BED CRDWNLVG - 0SHRUB PLANTING BED PLAN, SECTION NTS NOTES: 1. AYOUTP-M IN PREPARED BEDASSHOWN. 2. SPACING AS SPECIFIED, PER SCHEDULE STAGGERED ROWS. I -0 I -a4--�� 2-LAYEROFDOUBLEDHAMMEREDHARDWOODMULOH PLAN SOIL AMENDMENTS AS SPECIFIED yy µ ¢ FINISHGRAOE -III-III=III-III- I C I -I � I -I � I-T =1 I I=1 I I=1 I I=1 i'- �GROUND COVER PLANTING PLAN, SECTION MATERIALS A. TOPSOIL 1. TOPSOIL SHALL HAVE A PH VALUE FROM 5.6-7.GAND SHALL BE NATURAL FERTILE, (AGNICULNRAL SOIL, BROWN IN COLOR) UNIFORM FRIABLE LOAM WITHOUFAD14XNM OF SUBSOIL CONTAINING ORGANIC MATTER OF 5 PERCENTORGREATER ANO SHALL BE CAPABLE OF SUSTAINING VIGOROUS PLANTGROWTH. 2. ALL TOPSOIL SHALL PASSA 1 INCH SCREENAND40PERCENTSHALLPASS THE iCG MESHSCREEN.ITSMLLBE FREE OFANY ADI MDTURE OF SUBSOIL, AND CONTAIN NO STONES, LUMPS, CLODS OF HARD EARTH, STAG, GOERS, STICKS, PLANTS OR THEIR ROOTS, TRASH OR OTHER EXTRANEOUS MATERIALS. 3. TOPSOIL MUST ALSO BE FREE OF PLANT PARTS OF BERMUDA GRASS, QUACKGRASS, JOHNSONGRAES, NUTSEOGE, POISON IVY, CANADA THISTLE, OR ANY NOXIOUS WEEDS AND SHALL NOT BE CONTAMINATED WITH ANY SUBSTANCE KNOWN HARMFUL TO TIRE GROWTH OF PLANTS OR HUMANS. 4, TOPSOIL SHALL NOT BE USED FOR PLANTING OPERATIONS WHILE IN A FROZEN OR MUDDY CONDITION. 5. TOPSOILSOURCESSHALLBETESTEDBYAREC WEDIABOPATORYATTHEE%PENSEOFTIRECONRRACTORFORPH,SOILTFXTIIREAND SOLUBLE SALTS. SALINITY SHALL NOT EXCEED 3 MILS PER CENTIMETER AT 25 DEGREES CAB DETERMINED BY SATURATED SOIL PASTE METHODAS DESCRIBED IN USDA CIRCULAR 6992. TEST RESULTS MUST BE PRESENTED IN WRITING TO THE LANDSCAPE ARCHITECTOR OWNER PRIOR TO PLACEMENT OF TOPSOIL ON SITE. S. CONTRACTOR SHALLASSUME RESPONSIBUTY FOR CONTROL OF NOXIOUS ORINVASIVE SPECIES INTRODL'CEDBY CONTAMNATEO TOPSOIL T. TOPSOIL THATHL S BEEN STOCKPILED FORA LONG PERIODS SHALL BE INOdAATED TO REESTABLISH ITS MICROBIALACTIVITY. B.MULCH SHALL BE FREE OF DEBRIS AND WOOD CHIPS. IT SHALL CONSISTOFAGED DOUBLESHREDDED HARDWOOD, FREE OF EXCESS TANMCAMO OR OTTER MULCHAS SPECIFIED ON THE PIANS.A SAMPLE OF MULCH SHALL BE PROVIDED FOR THE GROUNDS SUFI:RINTENOENTS APPROVAL PRIOR TO DEUVERING THE MULCH. THE OWNER RESERVES THE RIGHT TO MMCTANT MULCH WMCH IS CONSIDERED TO BE UNSUTABLEALL MULCHES SHALL BE FREE OF ANY FOREIGN MATERIALS, PIECES LARGER THAN 3INCHES, ANNOR GREEN WOOD. C. DOLOMITE LIME SHALL BE FINELY GROUND OR PULVERIZED RAW. COMMERCIAL GRADE LIMESTONE MEETING ASTM C51 AND CONTAINING NOT LESS THAN 85 PERCENTTOTAL OF CALCIUM MAGNESIUM CARBONATE, FREE OF IMPURITIES. ALL OF WHICH SFULLPASS THROUGH A NUMBER 10 SIEVE AND ATLEAST SO PERCENT SHALL PASS THROUGH A NUMBER 100 SIEVE. D. SAND SHALL BE CLEAN. WASHED, COARSE. MASONRY SAND. RIVER SAND, OR NUMBER 2 GUILDERS SAND MEETING ASTM C M. A QUART SAMPLE OF THE PROPOSED SAID SHALL BE SUBMITTED FOR THE OWNER'S APPROVAL E. SULFUR SULFUR SHALL BE A COMMERCIALLY PRODUCED, GRANULAR PRODUCTOF PURE SULFUR F. GYPSUM GYPSUM SHALL BE GROUND TO THE SIZE SPECIFIED ON THE PLANS G. TRACE ELEMENTS SHALL BE ADDED AS REQUIRED BY SDILS TEST. 0 SOIL AMENDMENTS NOTE. 1. MIX IN BONE MEAL AT BOTTOM OF BUJ3 WHEN PLAITED I' DARK BROWN DOUBLE SHREDDED WRDWOOD MULCH (PERENNIALS ONLY) .OIL MIX, USE: i MNE FINES (GROUND) PERLLTE TOPSOL :OVER HARDWOOD MULCH BED EDGE WITH '4-OF SOIL (FINISH GRADE) BULB DEPTH S-8' ERTIUER AND CHEMICALADOITIVES W8' DEPTH AT THE ROOTZONE) LOPE BOTTOM OFALL PREPARED BEDS X' PER FODT MINIMUM TO NATURALLOW PDINT. PLANTING BED FOR ANNUALS AND PERENNIALS NTS SECTION H. LEAF MOLD SHALL BE COMPOSTED LEAF MFTERAL FREE OF NOXIOUS WEEDS AND DETRIMENTAL INSECT5. L COMMERCIAL FERTILQER TO MEET FED. SPECIFICATION OF-241 TYPE 1 GRACE NOTED, LEVEL B. THE FERTILIZER SHALL BE GRANULAR UNLESS PACKETS, TABLETS, OR STAKES TO BE USED WITH MINIMUM OF W PERCENT OF TOTAL NITROGEN IN ORGANIC FORM WITH NO CYANAMID COMPOUNDS OR HYDRATED LIME MIXES TO BE ADDED OR FOUND IN THE FERTILZER J. OTHER ACCEPTABLE FERTILIZER FORMS: 1. FORTREES ANUTRIFAK JRP INTN=L INC. 17 FORESTAVENUE FOND OU LAC, WISCONSIN 54S35 2 AJOBE3, PLANT SPIKES -FOR TREES AND SHRUBS. 3. AI -AWN PRO OR SIMILAR APPROVED SLOW RELEASE FERTILIZER FOR LAWNS MM THE FOLLOWING RATIO: 3NITROGEN 1 PHOSPHORIC ACID 2 POTASH 4. AHOLLY-TONE OR SIMILAR APPROVED WITH CHEIATED IRON FOR EVERGREEN PLANE. K. PEAT 1. SHALL CONFORMTO FEDERAL SPECIFIGTONO-P-1h�, PEAT MOSS, PEATHUMUS,ANDPEAT, REEDSEOGE. 2 SHALL BE LOW IN WOODY MATERIAL AND FREE OF MINERAL OR OTHER MATERIAL HARMFUL TO PLANT UFE. 3. ME MIN ORGANIC CONTENT TO BE APPROX.SO% WITH ACID REACTION FROM 4 PH, AND MOISTURE ABSORPTIVE CAPACITY HOT LESS THAN 450 PERCENT. 4. HUMUS TO BE SHREDDED, DRIEC AND STEMUZED TO PASS 1M INCH SCREEN. 5. MOSS SHALL BE PULVERIZED AM HORTICULTURAL GRACE SPHAGNUM MOSS FREE OF EXTRANEOUS OR HARMFUL MATERIAL.I, TO BEFINELY MILLEDBLACK MICHIGAN PEATOROT R SIMIIARAPPROVED. L. MANURE 1. SHALLBEWELL OTTEDHORSEORCOW(ORCOMBINATIONTHEREOF)MANURE. NOTTOCONTAINOVER25%STRAWORUTTERATSHALL BE FREE OF FRESH MANURE, SAWDUST, WOOD CHIPS, LEATHER CHIPS, TAN BARK LCNG STRAW, SOFT HAY, STONES, FOREIGN INJURIOUS SUBSTANCES OR CHEMICALS USED TO HASTEN DECOMPOSTBON. 2. TO BE TWO YEARS OLD MAXIMUM, MNE MONTHS MINIMUM WITH MINIMUM OF THREE TURNINGS WITIMN THIS TIME PERIOD. 3. NO BURNED OR MREFANGED MANURE WILL BEACCEPTABIE. M. WLAMENDMENTS DIATOMACEOUS EARTH SOILAMENDMENT CONSISTING OF SIUCA, ALUMNA, IRON OXIDE AND SMALL HAVE 0.1 TO 1 MICRON FORE SIZE, WTFH A MINIMUM OF 113 PERCENT WATER ABSORPTION. MAXIMUM 19 PERCENT LOSS SULPHATE SOUNDNESS, W PERCENT TOTAL POROSITY. A TOTAL OF 54 PERCENT TO PASS 10 MESH SCREEN. 98 PERCENTTO PASS GO MESH SCREEN. LmdDesign. 5WI ALPHA ROAD, SUITE 24 D s, TX T5340 214.785.BG0S W W W.LANCOESIGN CQM AMLI GRAPEVINE 444E DALLAS RD, GRAPEVINE, TEXAS 76051 NTS � - P, �� ti.�tH KB�nc 7B4 � Feb 12 2421 2:43 PM °eO AMLI GRAPEVINE - LANDSCAPE RENOVATIONS- w�ooMs�..RwA 8520091 REVISION / ISSUANCE AO. DESCRIPTION DATE JI- I I DESIGNEDSY: DRAWN BY, CHECKED BY VERT. NA HORZ: HA PLANTING DETAILS 8X�1NU0. L2-05 SURFACE MATERIAL EXAMPLE: CONCRETE PAVING, REFER TO DETAILTHIS SET REFER TO INSETS THIS DETAIL SURFACE MATERIAL E%AMPLE. BRICK PAVERS, REFER TO DETAIL THIS SET ,L / 4• MAX. ' 1M'M9XIMUM "':! I.ii VERTCALSURFA THANSTONON VERTCALSURFACETRANSITION VERTICAL SURFACE TRANSITION EQUAL TO OR LESS THAN t GREATER THAN IW 0 SURFACE TRANSITIONS SECTION TURF OR LANDSCAPE 0 STEEL EDGING SECTION GATE LOCK OR SELF LOCKING GRAVITY LATCH, TO BE 3'-0', CLEAR SELECTED BY OWNER O-0'O.C., TYP. G� f1 I.MAX. �z 111\11��\�__11�1>,�7T_771 3'S YS II. `9II. MIN. , � 4• ,I 1 O B-1P iJ f 0 PRIVATE YARD GATE ELEVATION / SECTION a�vzn,zno., oi�.sozri�e..zE�Sz�s,r.o�wcuMexuTwz�cwws,._o+ta. rn.0 NOTES: 1. SEE MATERIALS, PAVING, AND PIANTNG PLAN FOR LOCATIONS OF SURFACE MATERIALS. 2. WHERE PAVERS ARE INSTALLED OR CHANGES IN SURFACE MATERIALS OCCUR, THE CONTRACTOR SHALLENSUREASMOOTH TRANSITION SETWEEN MATERIALSJF THERE IS A LEVEL CHANGE, THE CONTRACTOR SHALL CONFIRM IT DOES NOT EXCEED 1l4' VERTICALLY OR 112' BEVELED WITH A 12 SLOPE. 3. CONTRACTOR SHRILL ONFIRM THAT ALL SURFACE MATERIALS ARE STABLE, FIRM, AND SUP RESISTANT AS DESIGNED. 4. CONCRETE SHALL BE 3000 PSI Q W DAYS. NOT TO SCALE SPECIFICATIONS MANUFACTURER SYNTHETIC GRADS PROS PRODUCT FASTEN TURF TO NAILER BOARD DIAMOND PRO FESCUE - RIVER COBBLES, SEE MOTES PER MANUFACTURER'S DETAILS FACE WEIGHT: SO DA ANDSPECIFICATON COLORS: FIELD GREEN OLIVE GREEN FILTER FABRIC COMPOSITE NAILER BOARD, SECURE TO OTHER WALL OR CURB PER MANUFACTURER'S FIBER DETAILSANDSPECIFICATON BLADE SHAPE"30 CDRVY W ADJACENTSIDEWALK OR CONTACT STRUCTURAL WALL SYNTHETIC GRASS PROS .. .. .. 4.'' 77777 _ - -- MARCOGORTPNA 11 214.5773 - - 4•MIN VAR @SYN ETCGRASSPROB.COM CTED STONE AGGREGATE COMPACTED NOTED: 1. INSTALL AND SECURE SYNTHETIC TURF PER ILS AND SPECIFICATIONS. NOTES 98%COMPACTED SUBGRADE 2. INSTALLTURF UNDERGAROUNDDRNNAGESYSTEMPER 1. RIVER COSBLETO MATCH COBBLE INADJACENTAREAS. MANUFACTURER'SDETAILS AMSPECIFICATIONS, 2. REFER TO PLANMM S MATERIALS PLAN FOR AREAS TO USE EXISTING 3. REFER TO MATERIALS PLAN FOR LOCATION. COBBLE 4. REFER TO GAL PLAN FOR DRAINAGE PIPE LOCATIONS AND 3. CONTRACTOR TO SUBMIT SAMPLE OF RIVER COBBLE TO LANDSCAPE TE4N5. ARCHITECT FOR APPROVAL PRIOR TO ORDERING. HARDSCAPE EDGE NOTTOSCALE RIVER ROCK SECTION 1M' THICK, V HIGH STEEL LANDSCAPE EDGING, GREEN OJACENT LANDSCAPE AREA 12'TAPERED STAKES,GREEN PRD$TEEL, INC. (1bD}512-0515) :,D.ACENT SYNTHETIC TURF. ADJACENT PAVEMENT, REFER TO MATERIALS PIAN REFER TO DETAIL THIS SET G4F COMPACTEDSUBGRAGE - :� -� �, i� �` :y `. •- y u F (2)0B REBAR. COMINUOIAS.Y( ~'\\'a\.T �\i 1'$ \i��i\>�- 1.\\a y3 RE&iR CROSS TIE, IB•O.C. COMPACTBUBGRADE \:\� "�\ -�\:�\•-` ' ' -ONCRETEED BAND 3000 PSI CONCRETE 0 28 DAYS NOTES EXPANSION JOINTS EVERY 1r 1. CONTRACTOR TO INSTALL STEEL EDGING PER MANUFACTURERS DETAILS AND SPECIFICATONS. SYNTHETIC TURF NOT TO SCALE 0 SECTION CONCRETE CURB NOT TO SCALE SECTION 0 NOT TO SCALE 7WDEALUMINUMNONSLIPSTPoP ^" RADIUS NOSING, TYP - COMMERCIAL SELF CLOSING GATE CLOSER `•� ' - - 1}!D'TUBE PIPE HANDRAIL TO BE CONTINUOUS. - 2'STD. GATE HINGE RAIL TO HAVE CONTINUOUS WELD, GROUND SMOOTH / PRIME AND PAINTF➢TO MATCH BUILDING MUM COLOR STEP NOSING DETAIL -1X'. 1)T T.S. GATE FRAME. 14 GA. Ij -1' r T.S. POSTS, 11 G0. 3' I -J4'YJ(' T.S. PICKETS, 18 G0. 3'llf MAX. 1'- � CGNTIN UGWELDEJOI O NTS" -FINISHED GRADE `-� GRINDsMDOTHTYP. -1TO WNCRETE FOOTING TOP OF POST FOOTING TO BE 14P BELOW '"= ��ji- • _` -„- WEEK WALL, MINIMUM T ABOVE TOP OF STEP FINISHED GRADE, SLOPE TO DRAIN �;��"ZI.� r 1'11' FINISH TO BE DETERMINED 1. PRIVATE YARD GATE TO MATCH EXISTING GATE 2. ALL STEEL GATEAND LINGS TO BE FABRIUTEO WITH RAI REFER TO LAYOUT PLAN , 1'.P i} CORE DRILL STEP WITH METAL SLEEVE, SETP0.5TWITHNONSHRINKGROUT,TYP CONTINUOUS WELDS, GROUND SMOOTH. PRIME AND PAINT FINISH. 3. ALL STEEL COLOR TO MATCH BUILdhG RANNG. 98M, COMPACTED SUBGRADE / !�%-=%� /}.' 4. CONTRACTOR TO SUBMIT SHOP DRANANGS FOR APPROVAL BY l NOTEs: OWNERAND WVDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. S. CONTRACTOR TO VERIFY FOOTING WITH STRUCTURAL T3 REBAR. Sin CLEAR 1'-0' �'�\t �� 1. REFTOGRADINGPLANFORNUMBEROF STEPS AND RISER HEIGHTS. 2. ER ALL RISERS TO BE W UNLESS OTHERWISE NOTED ON GRADING PLAN. ENGINEERING. k3 REBAR 12' O.C. FAC,1 3, CONCRETE TO BE 3000 PSI @ 28 RAYS. S. ALL GATES TO COMPLY MATH CURRENT LOCAL, STATE AND FEDERAL ADA STANDARDS AND GUIDELINES. WAY 31n CLEAR 4. HANDRAILS TO BE ON BOTH SIDES OF CONCRETE STEPS. 5. MAXIMUM SPACE BETWEEN POSTS SHALL BE VLTf T. REFER TO MATERIALS PLAN FOR PRNATE YARD DATE LOCATONS. B. HANDRAILTOBEINSTAUEDPER LOCAL. STATE AND FEDERALADA STANDARDS AND GUIDELINES. CONCRETE STEPS AND HANDRAILS NOT TO SCALE SECTION 0 NOT TO SCALE IPAGTEDSUBGRADE, PARE PER GROTECH REPORT TYR PRIVATE YARD FENCE ELEVATION/SECTION NOT TO SCALE TOP RML, I4GA r.s' T.S. POSTS, 11GA 1 AS r T.S. PICKETS, 16GA 1x' %l T.S. BOTTOM RAIL, l4 A FlMSHEDGI-E iPO CONCRETE FOOTING TGP OF POST FOOTING TO BE 1-r .I I•�PPMTEIMIIEWIT.MATCNEXIETINGIENCE. BE-FINI.HE .RADE,.-E TO DRAIN .I 1. SPACBETSHALHE6 ALL IMUM STEEL RACE BETWEEN BE POSTS TEED W T 6-P. IiJI 3. ALL STEEL RAILINGS TO BE FABRICATED 1PM PA NTFIJOU6 WELDS. GROl1N0 SMOOTH. PRIME AIVD ALL TFINISH. 4. RAILING. AILING COLOR TO MATCH BUILDING RAILING. S. CONTRACT ORTOSU OWNER AM EA6FOR APPROVALO OTTERAND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. S. CONTRA VEPoFT FOOTING WITH STRUCTURALRAL EN ENGINEERING. T. GAP MERE WEENFENCE TERABUTA AL BUILDING POSTS HALL BND EDING WHERE FENCE ABUTS BUILDING SHALL BE r MAXMUM. B. REFER TO MATERIALS PLAN FOR PRIVATE YARD FENCE LOCATION. NOT TO SCALE LandDesign. 5301 ALPHA ROAD, SUITE 24 DALLAS. TX 75240 214.78S.61309 W WW.LANDDESIGN.COM AMU GRAPEVINE 444E DALLAS RD, GRAPEVINE, TEXAS 76051 53��F'SN KFN09 R94 `yrp F Zv Feb 12 2021 2:45 PM0e 5i AMLI GRAPEVINE - LANDSCAPE RENOVATIONS- IAneoeaen o6aA B520091 REVISION / ISSUANCE NO. DESCRIP m DATE _I I DESIGNED BY. DRAWN BY: CHECKED BY: xov.x VERT: NA HOR2: AS NOTED 6XE�xuM SITE DETAILS L6-01 ABBREVIATIONS LandDesip. 8 1 ALPHA ROAD, SUITE 24 MLIAS, TX 7M48 214,TWA. A AD AREA DRAIN L L LENGTH YJYAN.UNODESIGN.COM ADJ ADJACENT LT LIGHT AFG ABOVE FINISHED GRADE LP LOW POINT ALT ALTERNATE cuext ALUM ALUMINUM APPROX APPROXIMATE AMLI GRAPEVINE ARCH ARCHITECTURAL) M MAS MASONRY GRA444E DE, LAS RD78057 MATE MATERIAL MAX MAXIMUM MECH MECHANICAL B BC BOTTOM OF CURB MED MEDIUM BLDG BUILDING MFR MANUFACTURER BLKG BLOCKING MIN MINIMUM BOO BACK OF CURB MISG MISCELLANEOUS SOT BOTTOM MTL METAL SR BOTTOM OF RAMP BS BOTTOM OF STAIR BW BOTTOM OF WALL N N NORTH NIC NOT IN CONTRACT NO NUMBER C CEM CEMENT NOM NOMINAL CIP CAST IN PLACE NTS NOT TO SCALE CJ CONTROLJOINT CMU CONCRETE MASONRY UNIT CO CLEANOUT O OC ON CENTER COL COLUMN OD OUTSIDE DIAMETER CONT CONTINUOUS CONIC CONCRETE OPNG OPENING CU FT CUBIC FEET OPP OF P PA PLANTING AREA D DO DECK DRAIN PB PLANT BED DE DRAINAGE EASEMENT PERF PERFORATED DI DRAIN INLET PNL PANEL DIA DIAMETER PNT PAINT(ED) DIAG DIAGONAL PSI POUNDSISQUARE NCH DIM DIMENSION PT PRESSURE TREATED DN DOWN POB POINTOFBEGINNING US DOWNSPOUT POD POINT OF CURVATURE DWG(S)DRAWING(S) PROP PROPOSED E E EAST Q OTY I QUANi7TY EA EACH ssu EJ EXPANSION JOINT EL ELEVATION R HAD RADIUS O ,.x�^- EDP EDGE O C(AV REINF REINFORCE V""^^Nfic EDP EDGE OF PAVEMENT (), (LNG) EQUIP EQUAL REDD REQUIRED �H KE,y� EQEQUIPMENT REV REVISION'�' `P� ESMT EASEMENT R.D.W RIGHTOFWAY EW EACH WAY EXP EXPANSION 6J EXIST EXISTING S S SOUTH ?94*P EXT EXTERIOR SB SETBACK f O SCHED SCHEDUL(E), (ED) SO STORM DRAIN F FAB FABRIC SF SQUARE FOOT, FEET Feb 1220212:42PY1°eOj�' FDC FIRE DEPT. CONNECTION SIM SIMILAR FH FIRE HYDRANT SO SQUARE FIN FINISH SSMH SANITARY SEWER MANHOLE FOG FACE OF CURB STL STEEL FT FOOT, FEET SST L STAINLESS STEEL FTG FOOTING STD STANDARD SUSP SUSPENDED SW SIDEWALK S G GA GAUGE YM SYMBOL GAL GALLON GALV GALVANIZED aao,so, GC GENERAL CONTRACTOR T Teo TO BE DETERMINED GV GATE VALVE TO TOP OF CURB THK THICK(NESS� AMLI GRAPEVINE TR TOP OF RAMP TS TOP OF STAIR H HDW HARDWARE TW TOP OF WALL HDWD HARDWOOD TYP TYPICAL HORZ HORIZONTAL HP HIGH POINT U UE I UTILITY EASEMENT HT HEIGHT — LANDSCAPE RENOVATIONS— LLNO UNLESS NOTED OTHERWISE I ID INSIDE DIAMETER INCL INCLUDE V VERT I VERTICAL INSUL INSULATION VIF VERIFY IN FIELD INT INTERIOR INV INVERT W W WEST, WIDE, WIDTH W/ WITH J JB I JUNCT ON BOX WJO WITHOUT woo JT JOINT WD WOOD WL WATER LINE 8520091 WM WATER METER WT WEIGHT REVISION / ISSUANCE K KO I KNOCKOUT VWJM WELDED WIRE MESH No. oESCRIPnON MTE L L LENGTH LT LIGHT LP LOW POINT ' NOTE: ABBREVIATIONS APPLY TO IANDDESIGN NOTATIONS ONLY. — SURVEY, ARCHITECTURAL AND OTHER ABBREVIATIONS MAY VERY. _J DESIGNED BY: DRAMTI BY CHECKEDBY: VERT: WA HORZ TEXASSII CALL BEFORE YOU DIGI LEGEND XCENTER TEAS ONE -CALL CNTE IT'S THE LAVVI �xx.aEaLO-02 PLANTING NOTES: MATERIALS + PAVING NOTES: GENERAL NOTES: 1. ALL QUANTITIES LISTED IN THE DRAWINGS ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND TO PROVIDE ALL MATERIALS NECESSARY FOR FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED ON THE DRAWINGS. ANY DISCREPANCY SHOULD BE REPORTED TO THE OWNER. 2 THIS PLAN IS FOR PLANTING LOCATIONS ONLY AND ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN. HOWEVER, CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. IF FOUND CONDITIONS VARY FROM THIS PLAN, CONTRACTOR TO CONTACT OWNER OR LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO WILL RESULT IN CONTRACTOR'S LIABILITY TO REPLACE PLANT MATERIALS. 3. ALL PUNTS SHOULD BE IN ACCORDANCE WITH ANSI Z60.1 -2014, AMERICAN STANDARD FOR NURSERY STOCK PUBLICATION, APPROVED APRIL 14, 2014. 4. CALIPER SIZE OF CANOPY TREES ARE TO BE MEASURED PER CITY OF GRAPEVINE LANDSCAPE ORDINANCE. 5. ALL PLANT MATERIAL SHALL CONFORM TO THE SIZE SPECIFICATIONS (CALIPER, HEIGHTAND SPREAD) GIVEN IN THE PUNT SCHEDULE AND SHALL BE NURSERY GROWN UNLESS SPECIFIED OTHERWISE FAILURE TO MEET MINIMUM SIZE ON ANY PUNT WILL RESULT IN REJECTION OF THAT PLANT. B. ANY PUNT SUBSTITUTION SHALL BE APPROVED BY LANDDESIGN PRIOR TO PURCHASE. SUBSTITUTIONS OF PLANT MATERIAL ARE TO BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER PRIOR TO PURCHASE AND INSTALLATION. FAILURETOOBTAIN SUBSTITUTION APPROVAL IN WRITING MAY RESULT IN LIABILITY TO THE CONTRACTOR 7. SIZES LISTED ARE MIN, AND REFER TO HEIGHT, UNLESS OTHERWISE SPECIFIED. B. LANDSCAPE CONTRACTOR SHALL STAKE OUT LOCATIONS OFALL TREES TO BE PLANTED FOR REVIEW BY LANDDESIGN PRIOR TO INSTALLING.UNDDESIGN RESERVES THE RIGHT TO ADJUST TREE LOCATIONS IN THE FIELD AS NECESSARY. 9. SHRUB/GROUNDCOVER BEDS SHALL BE STAKED FOR REVIEW BY LANDDESIGWOWNER'S REPRESENTATIVE PRIOR TO EXCAVATION AND OR BED PREPARATION. 1D. LANDSCAPE CONTRACTOR SHALL INSTALL STEEL EDGING BETWEEN PLANTING BEDS AND LAWNS, OR AS SHOWN IN DETAILS. 11. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL 12 IT IS THE RESPONSI BWTY OF THE CONTRACTOR TO ADVISE LANDDESIGN OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THE DRAWINGS. 13, LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. 14. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION AND MUST BE REPLACED WITH PLANT OF SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, DEAD AND TOR REMOVED. 15, LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS. 16. FINAL FINISHED GRADING SHALL BE REVIEWED BY LANDDESIGN. CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE SMOOTH CONDITION SUITABLE FOR PLANTING. 17. TREES OVERHANGING INTO THE PUBLIC R.O.W. SHALL HAVE MINIMUM CLEAR TRUNK HEIGHT OF FOURTEEN(14) FEET OVER STREETS, DRIVE AISLES, ALLEYS AND FIRE LANES. TREES OVERHANGING PRIVATE STREETS, WALKS, AND IOR PARKING LOTS SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF SEVEN (7) FEET. 18. LANDSCAPE CONTRACTOR IS REQUIRED TO PERFORM A TREE PIT PERCOLATION TEST FOR EACH TREE PIT PRIOR TO INSTALLATION. IF TREE PIT DOES NOT BRAIN WITHIN A 24-HOUR PERIOD, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A GRAVEL SUMP, FILTER FABRIC AND STAND PIPE ALL TREE PIT SUMPS SWILL BE INCLUDED IN IN THE CONTRACTOR'S BASE BID AS A UNIT PRICE AND PROVIDE AS A DEDUCT ALTERNATE PER TREE PIT SUMPS NOT REQUIRED TO BE INSTALLED. 19. LANDSCAPECONTRACTOR IS RESPONSIBLE TO REVIEW SITE ENVIRONMENTAL CONDITIONS PRIOR TO AND DURING INSTALLATION OF PLANT MATERIAL ANY DISCREPANCIES OR CONCERNS BETWEEN THE ENVIRONMENTAL SITE CONDITIONS (LE, SOIL TYPE, WATER, CLIMATE, WIND, SUN EXPOSURE ETC.) AND THE PUNT MATERIAL SPECIFIED WITHIN THE DRAWING SHALL BE BROUGHT TO THE ATTENTION OF LANDDESIGN AND/OR OWNER, AND SHALL BE DONE SO IN WRITING. CONTRACTOR SHALL PROVIDE SUGGESTED SOLUTIONS FOR ALTERNATIVE PLANT MATERIAL PROPOSED FOR SUBSTITUTION. LANDDESIGN TO REVIEW CONDITIONS AND INFORMATION SUBMITTED BY CONTRACTOR AND WILL ISSUE DIRECTIVE. SHOULD PLANT MATERIAL DIE BECAUSE ENVIRONMENTAL CONDITIONS DESCRIBED ABOVE, THE LANDSCAPE CONTRACTOR ASSUMES ALL WARRANTY AND GUARANTEE OF THE PLANT MATERIAL INSTALLED. 2D. ALL NEW PLANTING AREAS SHALL RAVE A CONSISTENT COMPOSITION SOIL I WITH SANDY LOAM TO LOAM SOIL PROPERTIES AND ACIDITY RANGE PH 55 TO 7.0. CONTRACTOR TO PROVIDE A SOIL TEST OF THE EXISTING SOIL AND EITHER FULLY REPLACE OR AMEND THE EXISTING SOIL TO ACHIEVE THE SANDY LOAM TO LOAM SOIL PROPERTIES. CONTRACTOR TO SUBMIT SOIL TEST RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. CONTRACTOR SHALL PROVIDE A SOIL AMENDMENT PLAN TO ACHIEVE THE SOIL COMPOSITION DESCRIBED ABOVE. 21. SOIL AMENDMENTS SHALL BE SELECTED FROM THE SOIL AMENDMENTS PROVIDED IN THE PLANTING DETAILS. 22 AMENDED SOIL SHALL WAVE UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE OF EXISTING SUBSOIL IT SHALL BE FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS, AND OTHER EXTRANEOUS MATTER. IT SHALL CONTAIN NO MAN-MADE MATERIALS UNLESS OTHERWISE SPECIFIED. AMENDED SOIL SHALL NOT BE USED WHILE IN A FROZEN OR MUDDY CONDITION. 23, ALL NEW PLANTING AREAS, AMENDED SOILS SHALL BE TO A DEPTH OF. 23.1. 4"S" FOR SOLID TURF AREAS 23.2 8"-1T FOR GROUNDCOVER AREAS 23.3. 17-18" FOR SHRUB AREAS 23.4. 24"-W FOR TREE PITS AND AREAS. 24. AFTER PLANTING SOIL MIXES ARE INSTALLED IN PLANTING BED AREAS AND JUST PRIOR TO THE INSTALLATION OF SHRUB OR GROUNDCOVER PLANTINGS, SPREAD 34 INCHES OF COMPOST OVER THE BEDS AND ROTO TILL INTO THE TOP 81NCHES OF THE PLANTING SOIL T45 WILL RAISE GRADES SLIGHTLY ABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLE WITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN. 25. IN ALL EXISTING PLANTING AREAS DESIGNATED TO RECEIVE NEW PLANTINGS, SPREAD 34INCHES OF COMPOST OVER THE BEDS AND ROTO TILL INTO THE TOPS INCHES OF THE PUNTING SOIL THIS WILL RAISE THE GRADES SLIGHTLY ABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLE WITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN. IN NO CASE WILL THIS BE PERFORMED WHERE IT MAY NEGATIVELY IMPACT THE HEALTH OF ADJACENT, EXISTING PLANT MATERIALS WHICH ARE DESIGNATED TO REMAIN. 25. LANDSCAPE CONTRACTOR TO WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR. THE CONTRACTOR AGREES TO REPLACE DEFECTIVE WORK AND DEFECTIVE PLANTS, AND THAT THE OWNER'S REPRESENTATIVE SHALL MAKE THE FINAL DETERMINATION IF PLANTS MEET THE REQUIRED SPECIFICATIONS OR THAT PUNTS ARE DEFECTIVE- PLANTS DETERMINED TO BE DEFECTIVE SHALL BE REMOVED IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE AND REPLACED WITHOUT COST TO THE OWNER, AS SOON AS WEATHER CONDITIONS PERMITAND WITHIN THE SPECIFIED PLANTING PERIOD. THE REPLACED MATERIALS SHALL ALSO RECEIVE A WARRANTY PERIOD OF ONE YEAR WHICH STARTS AT THE DATE OF INSTALLATION. BULBS, ANNUAL FLOWERS, AND SEASONAL COLOR PLANTS SHALL ONLY BE WARRANTED FOR THE PERIOD OF THE EXPECTED BLOOM OR PRIMARY DISPLAY. PLANTERS/POTSISEASONAL PLANTING NOTES: 1. SOIL SHOULD BE NUTRIENT -RICH, MOISTURE CONTAINING PLANTING MEDIUM AND BE A MINIMUM 18" DEPTH FOR 5EASONALS, PERENNIALS AND SMALL SHRUBS; MINIMUM 3E DEPTH FOR ALL TREES Z ALAYEROFRNER ROCK SHALL BE PLACED IN THE BASE OF EACH PLANTER POT TO A MINIMUM W DEPTH OR AS ALLOWABLE BY REQUIRED SOIL DEPTH. PLACE FILTER FABRIC BETWEEN SOIL MEDIUM AND RIVER ROCK AND SOIL MEDIUM AND PLANTER EDGES. OVERLAP FABRIC 6- MINIMUM TO MINIMIZE SOIL WASH. 3. PLANTERS POTS WHICH DO NOT RECEIVE IRRIGATION SHALL BE HAND -WATERED. HAND WATERING SHOULD OCCUR MINIMUM 2 TIMES PER WEEK DURING COOLER AND RAINY SEASONS AND INCREASED TO EVERY 2-3 DAYS DURING HOT/DRY WEATHER. ALWAYS CHECK SOIL 6' BELOW SURFACE FOR SATURATION PRIOR TO WATERING TO PREVENT OVERWATERING/DROWNING OF PLANT MATERIAL 4. WHEN APPLICABLE, PLANTS TO REMAIN IN CONTAINERS FOR DURATION OF SEASON ARE SHOWN IN THE "PERMANENT LAYOUT. EACH SEASON WILL HAVE ITS OWN PLANT MATERIAL SOME OF WHICH MAY LAST ALL YEAR. ROTATE IN THE PLANTS NOTED FOR EACH SEASON. 5. IF PLANT MATERIAL DIES DURING A SEASON AND IS EXPECTED TO REMAIN FOR AN ADDITIONAL SEASON. CONTRACTOR IS TO REPLACE AT TIME OF NEXT SEASONAL ROTATION. S. CONTACT LANDDESIGN FOR ANY REQUIRED SUBSTITUTIONS. 7. ALL PLANTS SHOULD BE FULLAT TIME OF INSTALLATION AND COVER 75%OF POT SURFACE AREA 8. AVOID PLANTING IN THE ROOT ZONE OF ANY PERMANENT TREES, SHRUBS, OR PERENNIALS. 9. SEASONAL PLANTS SHOULD BE REMOVED FOLLOWING THE FIRST MAJOR FROST DIEBACKAND REPLACED WITH EVERGREEN BOUGHS OR OTHER OWNER APPROVED WINTER DECOR. TREES, SHRUBS AND PERENNIALS SHOULD REMAIN IN THE CONTAINERS YEAR ROUND AND REPLACED ONLY AS NECESSARY. IRRIGATION NOTES: 1. A FULLY AUTOMATED IRRIGATION SYSTEM PROVIDING 100%COVERAGE SHALL BE PROVIDED FOR ALL PLANTING AREAS, UNLESS NOTED OTHERWISE. SYSTEM SHALL BE IN OPERATION PRIOR TO INSTALLATION OF ANY PLANT MATERIAL OTHER THAN CANOPY TREES. 2 ALL PLANTING BEDS/ SHRUB AND GROUNDCOVER AREAS TO BE IRRIGATED WITH EITHER 17 SPRAY POP -UPS AND/OR A LANDSCAPE DRIPIINE SYSTEM, UNLESS NOTED OTHERWISE. 3. ALL PLANTER POTS AND RAISED PLANTERS TO BE IRRIGATED WITH MICRO SPRAY SPRINKLER HEADS. 4. IRRIGATION SYSTEM IS DESIG WBUILD. CONTRACTOR TO PROVIDE DRAWINGS AND CUT SHEETS OF ALL COMPONENTS. 5. PROVIDE AS -BUILT DRAWINGS OF IRRIGATION AFTER INSTALLATION. 1. ALL MATERIALS. CONSTRUCTION METHODS,WORKMANSHIP, EQUIPMENT SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT DOCUMENTS AND THE GOVERNING AUTHORITIES' REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE PROJECT DOCUMENTS AND THE GOVERNING AUTHORITIES' REQUIREMENTS, THE MORE STRINGENT SHALL APPLY. 2. SUBGRADE PREPARATION, PAVEMENT STRENGTH AND THICKNESS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. 2.1. PROOF -ROLL SUBGRADE PRIOR TO PREPARATION OF THE SUBBASE, THE SUBGRADE SHALL BE PROOF -ROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANY SOFT OR PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE AND BACKFILLEO AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 22 PAVEMENT SUBGRADE SHALL BE GRADED TO PREVENT PONDING AND INFILTRATION OF EXCESSIVE MOISTURE ON OR ADJACENT TO THE PAVEMENT SUBGRADE 3. THE USE OF "LEVEL UP" SAND UNDER PAVEMENT WILL NOT BE ACCEPTED, UNLESS NOTED OTHERWISE. 4. CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING, BUT MAYBE PLACED WHEN THE TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AWAY FROM ARTIFICIAL HEAT. 4.1. DO NOT PLACE CONCRETE WHILE IT IS RAINING OR WHEN RAIN IS IMMINENT. 5. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS, 5.1. MINIMUM 3,DC0 PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS NOTED OTHERWISE. 52. AGGREGATES: ASTM C33 MAX3'4"IN SIZE, UNLESS NOTED OTHERWISE 5.3. SLUMP: 3 TO 5 INCHES 5A. AIR CONTENT: 4 TO 6 PERCENT BY VOLUME 6. CONCRETE THICKNESS: 6.1. PEDESTRIAN AREA 4" THICK UNLESS NOTED OTHERWISE 6.2. ALL OTHER CONCRETE COMPONENTS INSTALL PER SIZE SPECIFIED IN DRAWINGS 7. CONCRETE REINFORCING: 7.1. 4" THICK PAVING' 03'c AT 18' SPACING UNLESS NOTED OTHERWISE IN DRAWINGS 7Z TTHICK PAVING:#4s AT 18"SPACING UNLESS NOTED OTHERWISE IN DRAWINGS 7.3. 8" THICK PAVING: XS'c AT IU" SPACING UNLESS NOTED OTHERWISE IN DRAWINGS 7.4. ALL PAVEMENT REINFORCI NG BARS SHALL BE GRADE W KSI DEFORMED BILLET STEEL BARS, UNCOATED FI NISH. SIZE AND SPACING SHALL BE IN ACCORDANCE WITH THE PAVING PLAN AND DETAILS. 7.5. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES BY THE USE OF BAR CRAIRS. 8. CONTROL JOINTS (TROWEL OR SAW CUT) 8.1. TO BE PLACED AS INDICATED ON PLANS AND DETAILS TO A MINIMUM DEPTH OF 118 OF CONCRETE THICKNESS. 8.2. SAW CUT JOINTS TO BE EXECUTED WITHIN 12 HOURS OF CONCRETE PLACEMENT. 8.3. SAWNJOINTS ARE TO BE TRUE IN ALIGNMENT AND SHALL CONTINUE THROUGH ADJACENT CURBS. RADIAL JOINTS SHALL BEND SHORTER THAN 15" 8.4. SAWN JOINTS TO BE CLEANED OF DEBRIS, DIRT, DUST, SCALE, CURING COMPOUND AND CONCRETE, BLOWN DRY AND IMMEDIATELY SEALED. SEALANT MATERIAL SHALL BE SONNESORN SONOLASTIC SL2 MULTI -COMPONENT, SELF -LEVELING, ELASTOMERIC POLYURETHANE OR EQUIVALENT SEALANT COLOR SHALL MATCH PAVEMENT, 9. EXPANSIONJOINTS 9.1. PLACE AT MAXIMUM SPACING OF 30' O.C. AND COORDINATE WITH OVERALL PAVING PATTERN AND COLOR 92. PROVIDE DOWELS AS SPECI FI ED IN DRAWING DETAILS. 9.3. CONTRACTOR SHALL PREPARE A JOINT LAYOUTAND PROVIDE IT TO THE ENGINEER FOR REVIEW. THE JOINT LAYOUT SHALL BE PROVIDED MINIMUM OF ONE WEEK PRIOR TO PLACING CONCRETE PATTERN SHALL BE CAREFULLY DESIGNED BY THE CONTRACTOR TO AVOID IRREGULAR SHAPES. EXPANSION JOINTS SHALL NOT BE LOCATED ALONG I N VALLEYS IN PAVEMENT, 10. ALL CONSTRUCTION JOINTS SHALL BE SAWN, CONCRETE FINISHES TO BE PER DRAWING DETAILS AND SPECIFICATIONS. 11. CONCRETE SHALL BE BROOM FINISHED AND CURED FOR A MINIMUM OF 72 HOURS UNLESS NOTED OTHERWISE. 1Z BREAKOUTS FOR REMOVAL OF EXISTING PAVEMENTAND CURBS SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED PAVEMENT AND/OR CURBS. 13. PROPOSED PAVEMENT AND/OR CURBS INTENDED TO TIE INTO EXISTING SHALL MATCH SHALL MATCH THE ELEVATION OF EXISTING PAVEMENT AND/OR CURBS. 14. PAVEMENT MARKINGS 14.1. PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF GRAPEVINE "UNIFORM TRAFFIC MANUAL FOR PAVEMENT MARKINGS." 142 FIRE LANES SHALL BE STRIPED AND/OR SIGNED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES'REGULATIONS. 14.3. ALL ACCESSIBLE PAVEMENT MARKINGS SHALL COMPLY WITH ADAAG STANDARDS AND STATE AND LOCAL CODES. 14.4. PARKI NG SPACE STRIPES, ACCESSIBLE SPACES, PEDESTRIAN STRIPI NG. DIRECTIONAL ARROWS AND LETTERING SHALL BE SOLID WHITE, UNLESS SPECIFIC COLOR IS REQUIRED BY LOCAL CODE. TWO (2) COATS OF VOC COMPLIANT, LOCAL DOT APPROVED, UNDILUTED, SOLVENT BASED OR LATEX TRAFFIC PAINT SHALL BE APPLIED. USE MANUFACTURER'S RECOMMENDED APPLICATION RATE, WITHOUT ADDITION OF A THINNER, WITH A MAXIMUM OF 100 SQUARE FEET PER GALLON OR AS REQUIRED. PROVIDING MINIMUM 15 MILS WET FILM THICKNESS AND 7 MILS DRY FILM THICKNESS PER COAT WITH A MINIMUM OF 30 DAYS BETWEEN APPLICATIONS. PAINT SHALL BE CRISP, STRAIGHT AND APPUED UNIFORMLY ACROSS THE WIDTH OF THE UNE FOR A MINIMUM TOTAL DRY FILM THICKNESS OF 15 MILS. 15. CONTRACTOR SHALL REFER TO THE SITE CIVIL, MEP AND IRRIGATION PLANS FOR CONDUIT TO BE INSTALLED UNDER PAVEMENT PRIOR TO COMMENCING PAVEMENT SUBGRADE PREPARATION. 16. ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID DIRECTLY BY THE OWNER. TESTING SHALL BE PERFORMED, ATA MINIMUM, IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS, SUBSEQUENT TEST NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE CONTRACTOR'S EXPENSE PAVEMENT FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. ACCESSIBILITY NOTES: 1. MAX CROSS SLOPE ON PAVED SURFACES SHALL BE 2% MAXIMUM, UNLESS NOTED OTHERWISE. 2 MAX RUNNING SLOPE ON PAVED SURFACES SHALL BE 5% MAXIMUM, UNLESS NOTED OTHERWISE 3. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO W' MINIMUM, AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE ZT" AND LESS THAN 80". CONTRACTOR SHALL VERIFY THAT THEREARE NO BARRIERS IN THE PATH OF TRAVEL 4. ALL CURB RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE. 5. ALL CURB RAMPS SHALL HAVE A 1:12 MAX SLOPE IN THE DIRECTION OF TRAVEL 2% MAX CROSS SLOPE 6. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPROPRIATE FAIR HOUSING ACCESSIBILITY GUIDELINES AND GENERAL NOTES FOR PUBLIC AND COMMON USE FACILITIES. REPORT ANY DISCREPANCIES TO LANDDESIGN. 1. BASE INFORMATION, INCLUDING EXISTING CONDITIONS, TOPOGRAPHY, EXISTING UTILITIES, AND BOUNDARY INFORMATION IS FROM PLANS BY. XXX 2. ARCHITECTURAL INFORMATION IS FROM PLANS BY: XXX 3. WRITTEN DIMENSIONS PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES. 4. DIMENSIONS ARE TO FACE OF OBJECT, UNLESS NOTED OTHERWISE 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING ILTILI FIES ARE TO BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE OWNER LANDOESIGN ASSUMES NO RESPONSIBILITY FOR ANY UTILITIES NOT SHOWN ON PLANS. S. ALL PROPOSED FINISHED GRADES ARE BASED ON INFORMATION PROVIDED BY THE OWNER'S SURVEY AND OR CIVIL ENGINEER. ANY DISCREPANCIES IN ACTUAL FIELD MEASUREMENTS ARE TO BE REPORTED TO LANDDESIGN IMMEDIATELY. 7. PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS,FOOTINGS, AND WALLS ARE TO BE SURVEYED, LAID OUT, AND STAKED IN THE FIELD FOR REVIEW BY LANDDESIGN. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DEMOLITION, ADJUSTMENTS, OR RECONSTRUCTION OF HARDSCAPE CONSTRUCTION RESULTING FROM UNAUTHORIZED CONSTRUCTION. S. CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL ITEMS PER DRAWINGS AND SPECIFICATION. NOTIFY LANDDESIGN OF ANY MAJOR DISCREPANCIES BETWEEN CONTRACTOR'S VERIFIED QUANTITIES, BID BOOK, AND INTENT OF DRAWING. S. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS ANY QUANTITIES PROVIDE BY IJNDUESIGN ARE PROVIDED FOR CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDDESIGN SHOULD BE NOTIFIED OF ANY GRADING DISCREPANCIES, 10. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORKAND MATERIALS REQUIRED ANY DISCREPANCY AND/ OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED, SHALL BE VERIFIED WITH THE OWNER OR LANDDESIGN PRIOR TO BIDDING, 11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLEDON OF WORK AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK 12. IN THE EVENTA DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER b LANDDESIGN SHALL BE NOTIFIED IMMEDIATELY. 13. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 14. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THIS SITE AND AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME 15. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES AND NOTIFY OWNER B LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 16. THE CONTRACTOR SHALL EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIES, AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS FROM CONCRETE, SOIL COMPACTION AND WELDING TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. COST SHALL BE INCLUDED AS INCIDENTAL TO THE CONTRACT. 17. ALL EXISTING WORK OR LANDSCAPING NOT SHOWN TO BE ALTERED OR REMOVED SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR(S) SMALL BEAR THE TOTAL EXPENSE FOR, AND SHALL REPAIR ANY DAMAGE TO EXISTING CONDITIONS, OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS OR SPECIFICATIONS TO RECEIVE ALTERATION, ADDITIONS OR REMOVAL LAYOUT NOTES: 1. ALL MATERIALS AND CONSTRUCTION WITHIN RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE CITY OF GRAPEVINE STANDARD SPECIFICATIONS AND CONSTRUCTION STANDARDS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PREPARED BY THE CITY OF GRAPEVINE (LATEST REVISION) 2. EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 3. CONTRACTOR SHALL BER RESPONSIBLE FOR PROTECTING ES I E R A TE S71NG I L EXISTING IMPROVEMENTS IN THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION. REPAIRS SHALL BE EQUAL TO OR BETTER THAN CONDITION PRIOR TO CONSTRUCTION. 4. ALL ONSITE PAVING DIMENSIONS ARE TO THE FACE OF CURB, WHERE APPLICABLE UNLESS NOTED OTHERWISE. 5. ALL CURB RADII AND SIDEWALK RETURNS ARE 2 UNLESS NOTED OTHERWISE. 6. ALL PAVING AND EARTHWORK OPERATIONS SHALL CONFORM TO THE PROJECT GEOTECHNICAL REPORT. 7 BOUNDARY SURVEY: BOUNDARY SURVEY INFORMATION IS BASED ON THE BOUNDARY SURVEY PREPARED BY XXX REFER TO THE BOUNDARY SURVEY AND PLAT TO VERIFY PROPERTY LINES AND EASEMENT LOCATIONS. 8. BUI LOING DIMENSIO NS: THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS TO VERI FY THE EXACT BUI LDING DIMENSIONS. 9. LAY PAVERS IN PATTERN(S) SHOWN ON DRAWINGS. PLACE UNITS HAND TIGHT WITHOUT USING HAMMERS. MAKE HORIZONTAL ADJUSTMENTS TO PLACEMENT OF L/UD PAVERS WITH RUBBER HAMMERS AS REQUIRED. 10. PROVIDE JOINTS BETWEEN PAVERS BETWEEN 1116 IN. AND 3116IN. (2 AND 5 MM) WIDE NO MORE THAN 5% OF THE JOINTS SHALL EXCEED 114"WIDE TO ACHIEVE STRAIGHT BOND LINES. 11, JOINT (BOND) LINES SHALL NOT DEVIATE MORE THAN L1121N. (S15 MM) OVER W FT. (15 M) FROM STRING LINES. 12. FILL GAPS AT THE EDGES OF THE PAVED AREA WITH CUT PAVERS OR EDGE UNITS. 13. CUT PAVERS TO BE PLACED ALONG THE EDGE WITH A MASONRY SAW. 14. ADJUST BOND PATTERN AT PAVEMENT EDGES SUCH THAT CUTTING OF EDGE PAVERS IS MINIMIZED. 15. IN NO CASE SHALL A CUT PAVER BE LESS THAN 113 FULL PAVER SIZE. 16. PAVER DIMENSIONS ARE NOMINAL PRIOR TO POURING SUBS, BANDING, OR OTHERWISE SETTING PAVER FIELDS, VERIFY ACTUAL PAVER SIZES AND LAYOUT OF THE PAVER FIELDS. MAKE MINOR ADJUSTMENTS TO EDGE CONSTRAINTS AS REQUIRED TO ACCOMMODATE ACTUAL PAVER SIZES. NOTIFY LANDOESIGN IMMEDIATELY OF DISCREPANCIES AND/OR ADJUSTMENTS. GRADING NOTES: 1. STAKE PER SPOT ELEVATIONS AND NOTED SLOPES. CONTOURS ARE PROVIDED FOR MASS GRADINGINTENT ONLY. 2. WRITTEN DIMENSIONS AND GRADES PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES. 3. ALL SPOT ELEVATIONS SHOWN ON GRADING PLAN ARE TO BOTTOM OF CURBTTOP OF PAVEMENT UNLESS OTHERWISE NOTED. ALL RIM ELEVATIONS ARE TO EDGE OF PAVEMENT. 4. REFER TO GEOTECHNICAL ENGINEER AND GEOTECH REPORT FOR INFORMATION ON SUBSURFACE MATERIALS, TOPSOIL, STRUCTURAL MATERIAL, DEEP FILLS, EXCAVATION, AND FOUNDATIONS. S. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES, WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6 IN ORDER TO ASSURE PROPER DRAINAGE, KEEP A MINIMUM OF.5% SLOPE ON THE CURB. 7. ALL PLANTING ISLANDS SHALL BE GRADED TO MOUND TO PROVIDE POSITIVE DRAINAGE. 8 CONTRACTOR TO VERIFY 2% MAX CROSS -SLOPE ON ALL SIDEWALKS. 9. CONTRACTOR TO VERIFY THAT ALL SI DEWALK SLOPES, HANDICAP RAMPS, AND HANDICAP PARKING SPACES MEET ADA REQUIREMENTS. 1D. CONCRETE SIDEWALKS ADJACENT TO TREE SAVE LOCATIONS SHOULD BE POURED ON TOP OF EXISTING GRADE. 11. REFER TO LANDSCAPE PLAN FOR ALL TREE PROTECTION FENCE LOCATIONS AND INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE 12. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS. 13. GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANI ES OR FIRMS HAVI NO FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. 14. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS PROJECT. TEXASSII CALL BEFORE YOU DWITEXAS ONE -CALL CENTER IT'S THE LAW[ LandDesip. 5 l ALPHA ROAD. SUITE 24 D4LlA5, TX M. 214.785.BW9 WMAN.LANDOESON.COM AMU GRAPEVINE 444E DALLAS RD, GRAPEVINE, TEXAS 76051 uS�C r4,tN KFNoy' sY z9a pq E S� Feb ]2 2021 2:42 PM AMLI GRAPEVINE - LANDSCAPE RENOVATIONS— wmorscx avaa 8520091 REVISION I ISSUANCE NO. OESCPoPIIDN RATE DESIGNED BY: DRAWN BY: CHECKED BY. VERT: WA HORZ: GENERAL NOTES LO-01 SITE PLAN REVIEW COMMITTEE AUGUST 4, 2021 080421 1 STATE OF TEXAS COUNTY OF TARRANT CITY OF GRAPEVINE The Site Plan Review Committee of the City of Grapevine, Texas met in Session, on this the 4th day of August 2021, in the Planning and Zoning Conference Room, 200 South Main Street, Second Floor, Grapevine, Texas with the following members present-to-wit: Larry Oliver Chairman Chris Coy Member Ron Stombaugh Member Constituting a quorum and the following City Staff: Albert Triplett Planner II Susan Batte Planning Technician CALL TO ORDER Chairman Larry Oliver called the meeting to order at 8:00 a.m. NEW BUSINESS CONDITIONAL USE APPLICATION CU21-15 - STARBUCKS First for the Committee to consider was conditional use application CU21-15 submitted by Rogue Architects for property located at 920 East Northwest Highway. The applicant was requesting a conditional use permit to amend the previously approved site plan of CU06-13 (Ord 06-33) to allow outside dining a and a drive-through in conjunction with a restaurant specifically to allow for outdoor speakers and renovation of an outdoor patio. After a brief discussion, Chris Coy moved to approve conditional use application CU21- 15. Ron Stombaugh seconded the motion, which prevailed by the following vote: Ayes: Oliver, Coy and Stombaugh Nays: None CONDITIONAL USE APPLICATION CU21-21 – FERRARI’S ITALIAN VILLA AND CHOP HOUSE Next for the Committee to consider was conditional use application CU21-12 submitted by Rawls Culver Architects for property located at 1200 William D Tate Avenue. The applicant was requesting a conditional use permit to amend the previously approved site plan of CU20-25 (Ord 21-04) for a planned commercial center with the possession, SITE PLAN REVIEW COMMITTEE AUGUST 4, 2021 080421 2 storage, retail sale and on-premise consumption of alcoholic beverages (beer, wine, and mixed beverages) a 20-foot pole sign, outdoor dining and outdoor speakers/monitors, revised floor plan and exterior elevations and to allow for the addition of a brewpub, specifically tor revise the floor plan, and revise the exterior elevations in conjunction with a brewpub and restaurant. After a brief discussion, Larry Oliver moved to approve conditional use application CU21-21. Chris Coy seconded the motion, which prevailed by the following vote: Ayes: Oliver, Coy and Stombaugh Nays: None PLANNED DEVELOPMENT OVERLAY PD21-03 – AMLI 444 EAST DALLAS ROAD Next for the Committee to consider was planned development overlay application PD21-03 submitted by AMIL 444 East Dallas Road for property located at 444 East Dallas Road. The applicant was requesting a planned development overlay to amend the previously approved site plan of PD16-01 (Ord 16-36) for the development of a multifamily complex, specifically to provide private tenant patios. After a brief discussion, Chris Coy moved to approve planned development overlay PD21-03. Ron Stombaugh seconded the motion, which prevailed by the following vote: Ayes: Oliver, Coy and Stombaugh Nays: None CONSIDERATION OF MINUTES Next for the Committee to consider were the Site Plan Review Committee minutes of July 7, 2021. Chris Coy moved to approve the Site Plan Review Committee minutes of July 7, 2021. Ron Stombaugh seconded the motion, which prevailed by the following vote: Ayes: Oliver, Coy and Stombaugh Nays: None ADJOURNMENT With no further business to discuss, Chairman Larry Oliver adjourned the meeting at 8:14 a.m. PASSED AND APPROVED BY THE SITE PLAN REVIEW COMMITTEE OF THE CITY OF GRAPEVINE, TEXAS ON THIS THE 8TH DAY OF SEPTEMBER 2021. SITE PLAN REVIEW COMMITTEE AUGUST 4, 2021 080421 3 APPROVED: _______________________________ CHAIRMAN ATTEST: _________________________________ PLANNER II