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1999-12-07 CC Packet00 RICHARD UNDERWOOD VOLUME 11733, PAGE 1309 ZONE: MH (L.U.D. = INDUSTRIAL) 0 J m o c z Lj z d � Z x 0 o " CL o d H OF ROAD I 60'-0" I 30'-0" * 30'-0" k O • —W II Z II GARY R. MARSH VOLUME 10338, PAGE 1131 ZONE: MH (L.U.D. = INDUSTRIAL) W W � Q a_ U d w a- d z_ z Elf �2 (1 j x MARGARET BREWER w m VOLUME ____, PAGE ____ in ZONE: MH (L.U.D. = INDUSTRIAL) EXISTING I GRAVEL & TO BE REMOVED THOMAS McCLELLAN VOLUME 8990, PAGE 432 ZONE: MH (L.U.D. = INDUSTRIAL) 11 RCP NEW PONC. CULV RT - - EXISTING GRAVEL DRIVE WAY (10' WIDE) I EXISTING GRAVEL AND 18" RCP TO BE REMOVED 40' BUILDING SET BACK FUTURE MONUMENT SIGN SUMMARY CHART - INTERIOR LANDSCAPE READ. OR PROVIDED AREA (SQ. FT.) BUFFER YARD FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER SQ. FT. SEASON COLOR SQ. FT. FENCE REQUIRED 1,759.00 SQ. FT. 75 % 4 7 44 264 35 ON SOUTH PROPERTY LINE PROVIDED 1 10,659.80 SQ. FT. 100 % 4 7 44 264 35 ON SOUTH PROPERTY LINE NOTE ANY CREDITS USED IN CALCULATIONS: a.10 % CREDIT WAS PROVIDED FOR IRRIGATION AND MAINTAINING R.O.W. OTHER COMMENTS: SAM HUGHES VOLUME 11848, PAGE 769 ZONE: 1-1 (L.U.D. = INDUSTRIAL) EXISTING WOOD FENCE 5' UTILIT EASEMENT J O'-0 j, UTILITY EASEMENT PER CITY ORDINANCE T S.89'45' 16"E 245.05' TO REMAIN _ 5' BUFFER YARD TYPE "A" 16" OAK i NEW GRASS SOD - o N 24"OAK L t TF 100'-0" DUMPSTER 6' MASONRY — NEW CONCR& LOADING SPACE ENCLOSER ODE APPROACH PER CITY N 10' X 50' EDGE OF PAVING [ r_- --- -- - -30= 2 10'-0" 9' STACKING 24 0" 24'-0" 8'-0" 40'-0' I 5' 5' 30'- 0" 15"OAK �p e I iv VAN ® JS 10,`1H.C. 10TYP.TYP. 2-TRUCKS BERT °O 10' X 25' 0O NEW GRASS SOD d Li z . d 00 ^I O v w Ln CIDM 6" o ENTRY ENTRY' O/H DR. O/H DR. ENTRY � w f } w r. a- , . CANOPY DOWN LIGHT (TYP.) CANOPY DOWN LIGHT (TYP.) � ° w In ( It r 01 Z I EXTERIOR LIGHT-� ( � I I J WALL PACK Z k o m o I ►� -- �� w 1 SENTRY PROPOSED BUILDING 17"OAK---0 x 0 0 }- In cn Tw, J m o Z v w w> / IZi z I � CANOPY DOWN LIGHT 8,794.67 SO. FT. 22"OAK---* 1� I 01 Z � TYP. 19" OAK11 - � z Y U II O m J u> :Dw _ m In 15 OAK N I Z WALLRPACK LIGHT x o 0 5"OAK 4+ 0'-0" �BUILDINIG ' POOR CONDITIONS) 16"OAK SET BACK 60'-O" 0' 18 -0' 24'-0" 5'-0" 136'-0" 50'-0" 19 VA--iBE EXIT EXIT EXIT VERIFY U N." llp T WALL x o INCAhDSC v Io POINTBEGINNING NEW GRASS SOD-0 LIGHT (TYP } I m mO f �� N I c° In L, — -- ---�- 10' BUFFER YARD TYPE "F1'=� V) i N.89'45' 13"W 245.58' 5' UTILITY EASEMENT 58'-0" WOODS FENCE \ � � (PROPOSED BUILDING) EXISTING GRAVEL DRIVE WAY { 11 ' WIDE) JAMES EDWARD HALL VOLUME 9936 , PAGE 1584 ZONE: MH (L.U.D. = INDUSTRIAL) 01 SITE PLAN Original Scale 1 "= 20' 0 20 40 60 80 Graphic Scale in Feet EXISTING BARD WIRE FENCE TO REMAIN 10' UTILITY EASEMENT PROJECT DATA SUMMARY: GENERAL DATA: APPLICANT: PROPERTY OWNER: ARCHITECT: SITE DATA: Pi SYSTEMS L.L.C. RICHARD ANDREWS C/O SUN COAST ARCHITECTS, INC. 2379 N. CARROLL RD., SUITE 200 SOUTHLAKE, TEXAS 76092 (817) 424-4277 (817) 329-7177 FAX Pi SYSTEMS L.L.C. RICHARD ANDREWS 1937 E. CONTINENTAL BLVD. SOUTHLAKE, TEXAS (817 329-4807 (817� 329-4808 FAX SUN COAST ARCHITECTS, INC. 2379 N. CARROLL RD., SUITE 200 SOUTHLAKE, TEXAS 76092 (817) 424-4277 (817) 329-7177 FAX PROPOSED USE: OFFICE / WAREHOUSE FACILITY EXISTING ZONING: MH (MANUFACTURED HOUSING) PROPOSED ZONING: SP-1 W/ I-1 (LIGHT INDUSTRIAL) LAND USE DISIGNATION: INDUSTRIAL GROSS & NET ACREAGE. 1.0 ACRES (43,558.31 SQ. FT.) PERCENTAGE OF SITE COVERAGE ( STRUCTURE): 20 % AREA OF OPEN SPACE: 16,250.85 SO. FT. OPEN SPACE AS PERCENTAGE (2): % 37 OUTSIDE STORAGE AS A PERCENTAGE (%): 0 % MAXIMUM BUILDING HEIGHT: 20' - 0" NUMBER OF STORIES: ONE (1) GROSS FLOOR AREA: 8,794.67 SQ.FT. SQUARE FOOTAGE BY USE: A) OFFICE 5,399.56 SQ. FT. B) WAREHOUSE 3,395.11 SQ. FT. PARKING REQUIREMENTS: OFF - STREET PARKING REQUIRED: a) OFFICE = 5,399.56 S.F. ® 1 SPACE PER 300 S.F. = 18 SPACES b) WAREHOUSE = 3,395.11 S.F. (9 1 SPACE PER 1,000 S.F. = 4 SPACES TOTAL PARKING REQUIRED: 22 SPACES OFF - STREET PARKING PROVIDED: A) STANDARD PARKING SPACES: 21 SPACES B) H.C. PARKING SPACES: 1 SPACES TOTAL PARKING PROVIDED: 22 SPACES OFF - STREET LOADING: REQUIRED: (1) ® 10' X 25' (1) ® 10' X 50' PROVIDED: (2) ® 10' X 25' (1) ® 10' X 50' IMPERVIOUS COVERAGE: MAXIMUM IMPERVIOUS COVERAGE ALLOWED (80%) = 34,846.65 S.F. MAXIMUM IMPERVIOUS COVERAGE PROPOSED (63%) = 27,307.46 S.F. LANDSCAPE REQUIREMENTS: INTERIOR LANDSCAPE AREA. - a) REQUIRED FOR BUILDING: 8,794.67 BLDG. SO. FT. @ 20 %=1,759.00 SO. FT. 10 % CREDIT: <-> = 175.90 SQ. FT. TOTAL REQUIRED =1 ,583.10 SQ. FT. BUFFER YARDS REQUIRED / PROVIDED: a FRONT YARD 10' TYPE "D" = 1 ,343.30 SQ. FT. b RIGHT SIDE YARD 10' TYPE "F1 " = 2,305.80 SO. FT. c LEFT SIDE YARD 5' TYPE "A" = 1,150.25 SQ. FT. d REAR YARD 5' TYPE "A" = 791.70 SQ. FT. TOTAL = 5,591.05 SO. FT. INTERIOR LANDSCAPE AREA = 10,659.80 SO. FT. TOTAL LANDSCAPE AREA = 16,250.85 SQ. FT. TOTAL LANDSCAPE AREA AS A PERCENTAGE: = 37 % • EXISTING TREES TO REMAIN 0 EXISTING TREES TO BE REMOVED CONSTRUCTION: ANTICIPATED CONSTRUCTION SCHEDULE: a) START: JANUARY 2000 b END: JULY 2000 STATE HWY 114 9OUTHLAKE BLVD E. a uj U) z < m ��0�� UJ V m W C V E CONTINENTAL BLVD SITE NOBILE OAKS PARK U O m 5 OD THIS DOCUMENT IS FOR INTERIM REVIEW ONLY AND IS NOT INTENDED TO BE USED FOR CONSTRUCTION, BIDDM OR PERMIT PURPOSES. RIC4MUFRc AN OCT. 27, 1999 REGISTESTE RED ARCHITECT TEXAS NO 12948 SYMBOL LEGENG ❑LANDSCAPE BUFFERYARD ❑INTERIOR LANDSCAPE i SITE PLAN LOT 2, H. DECKER ADDITION No. 438, SOUTHLAKE, TARRANT COUNTY, TEXAS 1.0 ACRES REC�D NOV ® 114 CASE NO. ZA99-105 W RQE V I S I O N W F- W Ix w 0 V z W }i Z 0 � J V �1 W Z CL M Q r � N r W r Q r .J 04 cr) ARCHITECTS, INC. 2379 N. CARROLL RD. SUITE 200 SOUTHLAKE, TEXAS (817) 424-4277 Date Drawn By SCA Project No.9904-03 Sheet sp- I of 2 LOCATION MAP A Em (AcrY BEYOW 9 WI Y CANOF P W FIN U; ACK Co+W naa.t= Saw- col" ( TW,) To.M. - 120' a' EI XY CAWY XYOW FAa ma (Tv") PaO f 5a t7" cam K T 1I"WP ALLN. MWOV115 (TW ) P 10 ''' e loo' - a' NORTH BUILDING ELEVATION 1/811 _,, ,On SOUTH BUILDING ELEVATION F Val i rr v /YUII, StOt�F►�{ 5Y5TE M WEST BUILDING ELEVATION r ����r� ` C XTERIOR LW WAIL rAa EAST BUILDING ELEVATION rff F►N9fP WTAL COPING pC11m 5a P rR cols (Tr ; f,O.M. - 111, 4" PM FIN5t V MTL. GUTTER 6 90M Sf off 52y5TEM FACE AaCK ( W(A) Pam 50wrpcotm FUJISN FL t'ff FINAL Wth (,OoIN( PGA E 5OL ER COWS[ ( TYt' ) T O.M. - I zo' a' FAa WPcx (fWICK ) 1700�711 Paw 5a v" ccwgz Pe FINPstn ". Wtwows rt15N Fw0* i00' o" M FI"9tP AVAL COPING VOLMF 5OLvrk COl!'.'SE ( TW J T.O.M. - 170' a' FAa WK (fYP'K.N ) -� — CNMY CANOPY BIYOW , / 51, -Oil THIS DOCUMENT IS FOR INTERIM RENEW ONLY AND IS NOT INTENDED TO BE USED FOR CONSTRUCTION. BIDDING OR PERMIT PURPOSES, REGISTo VtC E OCT. 27 1999 REGISTERED ARCHITECT TEXAS NO 12948 I SITE PLAN LOT 2, H. DECKER ADDITION No. 438, SOUTHLAKE, TARRANT COUNTY, TEXAS 1.0 ACRES CASE NO. ZA99-105 NOV 0 I I I I I I I Owner: Pi Systems L.L.C. 1937 Continental Blvd. Southlake, TX 76092 (817) 329-4807 Engineer: J. E. Levitt Engineers, Inc. 726 Commerce Street, Suite Southlake, TX 76092 (817) 488-3313 LEGEND FIRE HYDRANT • 112" IRON PIN FOUND 0 1 /2" IRON PIN SET o POWER POLE ■ WATER METER I Q � o sun Sam Hughes Wood Fence Volume 11848, Page 769 C'- RQ°dam,' 1 r,"F" James Edward Hall Volume 9936, Page 1584 0 a. E 0 U N C a d- L 0 a x w Scale: 1 " — 20' 0 20 40 Topographic Map Proposed Lot 2, Notes: 104 1. The mobile homes and associated improvements Harri'son Decker are not shown. According to the City of Southlake, there is a 6" water line somewhere between the property No.4389 Addition line and the pavement. The City of Southlake should be contacted for an on —the —ground Being 0.892 of a acre of land in the Harrison location of the water line prior to the commencement of any construction. Decker Survey, Abstract No. 438, 3. Bearings based on record bearings. Bearing source: East line of Timberline Court per Southlake, Tarrant County, Texas. Volume 388-163, Page 56. 4. B.M.: City of Southlake T.B.M. 10, R.R. spike Prepared May 13, 1999 in power pole on the south side of Cont►netal BY Blvd. at Crooked Lane AREA SURVEYING, INC. Elevation: 625.04 102 W. TRAMMELL ST., FORT WORTH, TX. 76140, (817) 293-5684 5. Contour Interval: 1 ft. 01 TOPOGRAPHIC MAP & TREE SURVEY No. 39961T THS DOCUMENT IS FOR INTERIM REVIEW ONLY AND IS NOT INTENDED TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES RIG VR0MU�102, AV TE OCT. 27, 1999 REGISTERED RCFnTERED ACT TEXAS NO. 12948 I SITE PLAN LOT 2, H. DECKER ADDITION No. 438, SOUTHLAKE, TARRANT COUNTY, TEXAS 1.0 ACRES CASE NO. ZA99-105 3 RnE V I S I O N U) � W 0 w Z 4) W :) z 0 �1 W Z m CLM Q r � N r- Ww Y r' Q � J N = D 0 ARCHITECTS, INC. 2379 N. CARROLL RD. SUITE 200 SOUTHLAKE, TEXAS (817) 424 -4277 Date Drawn By SCA Project No.9904-03 Sheet TS-1 of 1- Q SO 100 MWAd GRAPHIC SCALE IN FEET SCAM I's so' Selling a portion of any lot within this addition by metes and bounds is a violation of state law and city ordinance and is subject to f:.nes and with- holding of utilities and building permits. The City of Southlake 'reserves the right to require minimum finish floor elevations on any lot contained within this addition. The minimum elevations shown are based --on the most current information available at the time the plat is filed and may be subject to change.Additional lots other than thole shown may also be subject to .the minimum finish floor criteria. APPROVED BY THE CITY OF SOUTHLAKE Date - Mayor: City Secretary: OWNERS: Nancy and Richard Andrews c/o Pi Systems LLC 1937 Continental Blvd. Southlake, Texas 76092 ( 817 ) 329-4807 LEO COOK ETU X RITA V O L. 7618 , PG. 782 RICHARD UNDERWOOD VOL. 11733, PG.1309 GARY R. MARSH VOL. 10338, PG.1131 MARGARET BREWER THOMAS M C CLEL LAN VOL.0990, PG. 432 DAVID WINTERS VOL 8626,PG. 1672 u a LO r) O w r). V0 Co ri I UJ co = CO _� W J O Z O > O —J c In LL' 3 11J o c _ G C) Ir —0 LOT I, H. DECKER N� 438 ADDITION CAB. A, SLIDE 556 PRTCT SAM HUGHES VOL.11848, PG.767 1/2"1F N 89'45' 16" W 245.05 POINT F BEGINNING 5UTILITY ESM T w z_ J Z LOT 2 0 38042 SF= 0.892 AC. _J m 0 It 5'UT1 LITY ES MST. 1/2"IF S 89.45' 13"E� 245.58 VICINITY MAP P L A T SHOWING LOT 2 JAMES E. HALL VOL.9936, PG.1584 I/2��IF Ico N IN a N YM n CD ILn l r• J 0 3 N W 0 r Z J I� 10 1/2�' IIF JEFFREY LEPP VOL.12940, PG.325 MARGARET LONG VOL9104,PG.712 H. DECKER NO. 438 ADDITION AN ADDITION TO THE CITY OF SO UTHLAK E IN TARRANT COUNTY, TEXAS, BEING A TRACT IN THE DEDICATION STATE OF TEXAS COUNTY OF TARRANT THAT WHEREAS, Richard D. Andrews and -wife Nancy E. Andrews are the owners ofa-:tract in the Harrison Decker Survey Abstract No. 438, situated in the City of Southlake, Tarrant County, Texas, as described in a deed of record in Volume 13850, Page 217, Deed Records, Tarrant County, Texas and being more particularly described by metes and bounds as follows; BEGINNING at a 1/21, iron found in the East line of Timberline Court, a dedicated right-of-way having a width of 60.00 feet as shown on a plat recorded in Volume 388-163, Page 56, of the Plat Records, Tarrant County, Texas, said point being S. 00-01'-18,,E. 158.50 feet from the Southwest corner of Lot 1, I -I. Decker No. 438 Addition to the City of Southlake as shown on a plat recorded in Cabinet A, Slide 556,P1at Records, Tarrant County, Texas; THENCE S. 00-01'-10,1 E. 158.33 feet along the East line of said Timberline Court to a 1/21, iron found in same for corner; THENCE S. 890-45'-13" E. 245.58 feet to a 1/21, iron found for corner in the West line of a tract described in a deed of record in Volume 5140, Page 4241 EXPLORER PIPELINE CO. THENCE N. 00-12' -431, W. 158.34 feet along said West line to a 1/2" VOL.5140, PG.424 iron found in same; THENCE N. 890-45'-16,,W. 245.05 feet to the POINT OF BEGINNING and containing 38841 +/- square feet = 0.892 acres. NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT, Richard D. Anarews and wife Nancy E. Andrews , the undersigned do hereby adopt this plat designating the above described property to be known as Lot 2, 1I. Decker No. 430 Addition, an addition to the City of Southlake, Tarrant County, Texas,and do hereby dedicate to the use of the public all rights -of -way and easements as shown hereon. WITNESS OUR HANDS this day of_ 1999 Richard D. Andrews Nancy E. Andrews STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day personally appeared Richard r. Andrews and Nancy E. Andrews, known to me to be the persons whose names are subscribed to the foregoing and acknowledged to me that they executed the same for the purposes and consideration therein stated, GIVEN UNDER MY HAND AND SEAL OF OFFICE on this day of , 1999. Notary Public in and for the State of Texas CONOCO,INC.,ETAL Lien Holder's Ratification of plat STATE OF TEXAS VO L .8 307, PG.1794 COUNTY OF TARRANT le WHEREAS LANDMARK BANK, acting y and through the undersigned, its duly authorized agent is the lienholder of the property described hereon, does hereby ratify all dedications and provisions of this plat as shown. THIS is to certify that I, , a a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from a actual survey on the ground; and that all lot corners,and angle points, and points of curve shall be properly marked on the ground, and that this plat correctly represents that survey made by me or under my direction and supervision. Texas Registration No. 2014. Gary D. Green, Trustee STATE OF TEXAS r-OUNTY OF TARRANT BEFORE ME , the undersigned authority on this day personally appeared -Gary D. Green, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he excuted the same for the purposes and consideration expressed and in the capacity therein stated and as the act and deed of said Landmark Bank GIVEN CINDER MY HAND AND SEAL OF OFFICE on this the day of 1999. Notary Public in and for the State of Texas. CITY OF SOUTHLAKE, TEXAS H. DECKER ADDITION No. 438 1 PLAT Job No. 523 1 Date SEPT, 1999 Drawn Byl C.F.S. Designed By: M,D.L I Checked By, O.D.L. Scale 1' = 50, 11EN ASSOCIATES INC. �' LINE 1615 PRECINCNE ROAD, SUITE 106 HURST, TEXAS 76054 Y(ONG (817) 281-8121 HARR ISON DECKER SURVEY ABSTRACT N0. 438 9- 2 0— 9 q Sheet 2 of q ,Sheets I LOT (C'D NOV 011999 0. 89 2 Acres , UREYIN J U LY 10, 19 99 WARDCO.,,V INC. THIS PLAT FILED IN CABINET SLIDE DATE P.o.aox $20253 Fort Worth, Texas 76182-0253 Phone (917) 281-3411 �:� 'W�p, �� —V� .4 �+!'�0 5'�+�"=7�?. .n;z��e�.-x �'e';-'3{i�.:!►�5„'4+ ,� `,LV9��` `'�^` '.�•�w-?� t �;+,ri 'c'. "u N E S r A -1 .5' ac. i ( C =0.90 T =10 mf�. I3 -6.6 Iioo-11 . s t� 1 Qt = 9.2-1�G 8 \ Qio 0 =18.18 1of 8 1 ' 1 l I 1 \ I i� I I 1 0.24 a =O.90 =10 mfn 5 - 8-81 Iioo=11 .6 =0.31¢fs (Loo=2.51 of s L I aa w p05 t OFF — SITE DRAINAGE- MAP 9 - e°+91 .l N AI fl ! BENCH MARK: CITY OF SOUTHLA.KE T.B.M. 10_ R.R. SPIKE IN POWER POLE ON THE SOUTH. SLDE OF CONTLNENTAL BLVD _ AT CROOKED LANE ELEVATION � 625.04 REVISED :0-P-8-99 AS PER CITY COMMENTS CITY OF SOUTHLAKE, TEXAS H. DECKER ADDITION No. 438 DRAINAGE LAYOUT Job No. 523 I Date SEPT, 1999 Drawn Byl C.F.S. TDesigneci By, M.D.L. I Checked Byi O.D.L. Scale 1' = 20 LIEN Y(O ASSOCIATES INC. 1615 PRECINC�' LINE ROAD, SUITE 106 BURST, TEXAS 76054 NG (817) 281-8121 PAP pjo�i pi Sheet 3 of 4 Sheets T Mi XISTING MANHOLE R- 802.10 XLSTING 8" SEWER ON 1.80% 0400 CONSTRUCT STD. 4.0' DIA. MANFtOLE FL 605.43 REVISED 10-28-99 AS PER CITY COMMENTS CITY OF SOUTHLAKE,-TEXAS H. DECKER ADDITION No. q38 WATER & SEWER LAYOUTS Job No. 523 Date SEPT 1999 Drawn Pyi C.F.S. 71 Designed Byi M.D.L. I Checked By, D.D.L. Scale I' = 40' nWEN ASSOCIATES INC. 1615 PRECINH LINE ROAD, SUITE 108 HURST, TEXAS IFNG (8 17) 2 8l (O— NOV Sheet 4 of 4 Sheets IL I c O fD U3 Y c- 0 3 M 0) rn CV m U O c ID a, 3 a Q in 0 m ?- d T �I x , � .y ~``^•,. �+�' .tit/,` , `.. vQP x 67.95 1 1 PAVEMENT 9 0 68. ,''�'"w-.-,.=_ .: - - - _ ---.z-.,,... ,.. ` „-:• . \ _- . 1, ,II z�� Ff: • MATCH EXIST. PAVEMENT---68. /' 6 I .0a I� . I II '• �I III' ., `� I TW 77.0 TW 77.0 SCREENWALL/ RETAINING WALL PROPOSED RETAINING WALL TW 74'5 0 20 40 60 80 1 "= 40' TW 71.0 �q TW 73.5 .y F 66S c •`"�`'�;:. SCREENWALL/ s. o �pj ' RETAINING WALL NEW END WALL ~` RE7A1L A REENWAL 6.7 "� OTW 71.0 ;Q r RETAINING WA p S 15,722 S.F. �� BW 70.5 6s ss .• 6h • Off. - - k 5. - + 6h• 8,200 8F. REST. + s s4 18TORY g 6 6y. 32'-0' MAX HBQ T FFE=66.00 w + 65.35 FI �bb � s 66 a �� ��.. 63 64 00 I,QSF O'S ag ~ ~ I 6 ?'.�.•8 6 b b I k AN VAN L 7 6,� N. V M . i 64Q ` 6 � . O .. I I 1 r \\ x 61.10 is k x 40 k k� 62 �pb -41 'I f 33 + 6� 6 6 mL .. r it �zrti'50`' 9l• aao J LAND o�4,-o _� s AREA : e0 O - ; • :'� I I t wda ,,.. 5 .s e', 61.20 fo ; I NEW HOBBY LOBBY I j at'60 s, , 55,832 S. F. 1 1 .80 s1.2o II 'Q �t 4T� MAX.�HeoHT tl � o i _ S ;,�` FF PROPOSED .... , 2 T.P. 655.69 T.P s1.21 E=62.80 - ... ; .~ RETAINING 1 J► I) CONSTRUCTCURB. 56. g j � -MATCH EXIST. PAVEMENT '' x 33 fociibc �4 �GNP- p I a s A C 00 3s 1 J � 1 .8 o0 s� O 60.88 , I I a o.: u 5.8 PROP. STEP C EXIST. 16' d C.I. " o' 660 x : X. 1 w .4L 55.5 O :" z 1 zww FzM� cnUw LE w z > 1� .y a PROP. STEP i she O In X 5.20 7.2 j { I I C' 0 w - SCREENWALIf 60 Z J ; I NEW RETAIL B RETAINING �w s - Q - z / ~ 2;75 S.F. --.. /'PROP sT�P::: - O e 1 STORY _............. _ X x 5 .2� 95 .0 - 2T� MAX Nadir - - I I I w FFE-59.80 - I ` MATCH EXIST. PAVEMENT Y j•� J ( - I o -� 1 S?S -. w� - c) o �. z w t I�q CH _ a EXIST. O 2 0, N U w : I PAVEMENT 5g' 'L 0 �z o, ga, i '< o Q i /J _ C is c� O _ `'u zQ - S8 '� I I " M ` • �+ sir O : to 0 PROP. STEP .. 654.99 wv) M..:_ EXISTING p 4�. - - •' J 5980 I .' f • CONCRETE �` C an . n p kv \ -- J I ' PAVEMENT or 58.80 -�„r----•-��- e A h H DIRECTION OF FLOW -y► -'657 w i I I �........_ o EXISTING �\e I ALBERTSONS DRAINAGE AREA CALCULATIONS r - ` '• �. . `' �. 4 �, ��A o.. DA AREA (AC) C TC I. Qa Qw • • cn i y~:<<;" • •e w aa, \ "tr 1 A 3.41 0.9 10 min 6.6 9.4 11.6 20.3 28.8 35.6 M> I B 5.14 0.9 10 min 6.6 9.4 111.6 30.5 43.5 53.7 1 `s d C 4.52 0.9 10 min 6.6 9.4 11.6 26.8 38.2 47.2 < € , I TOTAL 13.07 77.6 110.5 136.5EX FFE 657 30 EXIST. 20 NOTES: 1. ALL PROPOSED SPOT ELEVATIONS ry 6~ 1 ' S 1 ARE AT GUTTER OR TOP OF PAVEMENT ELEVATION UNLESS NOTED OTHERWISE ADD 0-.5 FEET FOR TOP OF CURB ELEVATION 2. AREAS ARE PROPORTIONATE TO AREAS SHOWN ON DRAINAGE ,• < aI 1 AREA MAP FOR ORIGINAL SOUTHLAKE MARKETPLACE BY 3 • 'i I +( CALLAWAY ARCHITECTS DATED 3-31-94 ^..t i +7; BENCHMARKS a I :i �, . �. • e }'a �� I r BOX CUT AT CENTER OF INLET AT STA. 219+50 Z' 1 RT. F.M. 1709, SOUTHLAKE BLVD. (APPROX. 850' EXIST. 16'I I v ► \`�ww NORTHEASET OF F.M. 1938 ON THE SOUTHEAST SIDE) C.I T u w I ELEV. 657.60' ° a . �`'' ,;; o a / t BOX CUT ON TOP OF CURB AT THE H.C. STALL I ` >"..."`'` �~ c�a // : APPROX. 20' FROM THE NORTH CORNER OF THE �? EXISTING ALBERTSON'S STORE BUILDING. ELEV. 658.93 LLJ q m P Q M Q 6 +, a rco ^ � Q � ^W •Q N � 05 -}-- w05 a ^ Cod c Q ' cc Lai Zo oO �_ _ 0- Z CL � � o C V Z Q J CL W Q _Z Q 0 z Q U Z I� Q a: 0 - cr) = < Z x ,., F O Q cr U _ 0- >- Z U Z � W V 0- U D J J Z cc O �-- c1c co W Q }" T �Z F- J Q J 14 cr m cQ G J t W F-- 3 ad < O � Ln � H O O O U rn 11-1 It N O r O � Lo M Q O U m c_a .. 5, MO z u') 1'�1 : v U); u e U 0 ° -c ° V) 0 o U u- d ..N. I♦iP� SHEET OC 551999 ZONING=AG LUD=IDR Ln TR 11 A 1 1 E L0 CLOW. JOHN L. N 820 N. SHADY OAK DR. SOUTHLAKE. TX 76092-5 13 V. 3177. P. 494 ZONING=AG LUD=IDR TR 11D CLOT, JOHN L. 820 N. SHADY OAK DR. SOUTHLAKE, TX 76092-5013 V. 1177, P. 494 6' WIDE MEANDERING SIDEWALK TR 8A2 T.M. HOOD NO.706 ADDITION HAMILTON. RONALD L. 1029 N. SHADY OAK DR. ZONING=AG LOT 6 LOT 7 SOUTHLAKE. TX 76092�018 r V. 12629. P. 802 LUD�DR CABINET A, SLIDE 4122 TR SAIS S 8A11 IR 6A16 - LOT 6 I I BRENDEHBERG. R.D. ETUX DIANE M. I LOT 7 I KEEN, J. RANDALL 6 TERRI G. 1 WILLIAMSON. RAY ETUX VICKI T. S79 N. HIGHLAND S7 TX 76092-5005 RUNYAN. BILLY W. TR SA 1I 545 W. SOUTHLAKE. HIGHLAND STREET TX 76092�007 900 BRAZOS DRIVE SOUTHLAKE, TX 76092-6019 I V. 12838. V. 12838. P. 308 1 979 N. SHADY OAK DR. SOUTHLAKE. TX 76092-5016 ZONING=AG I I V. 12827. P. 92 I+ P V. 7103, P. 636 o LUD�DR � ZONING�FIA LUD�DR I I ZONING=SFIA ZONING=AG 01 L T I I LUD=LDR LUD=LDR •' S 890 23l.7 36" E ILlwui. I I 955. -,rips,' `. -- - -- — 1 U. P ------ ' 28J` E1 _�_ __— — 117.70' ----s19E-Y r - 01 01 si ---- 5 UTILITY EASEMENT —. .�.. �.� , -- -- _ — — — — - - — -- - - - - - - - - - - - - -- - —__--- - - - - -- - - - - - - ---- - - - _ -- - _ -------- — ---- - -- ------ - --- - I ----; -- - - - U TYPE C tLANDS£AF �UFFERYARD--N-"--57 0s w 204.74T I \ I -- --�-- -- - —,� uE -- --- r-r=FTRT j fi 1 i��T� ,\ ----_ _ - I \\ I I �C1dI _ 1 i __Q __ __ DENSE TREES _ _- __ _ i I 1 1 1 1 1 1 1 1 11 1 I_�r .L_L I I I�1�M I I I I i • rI DRAINAGEEASEIMENTfr I ozl \ \ P DISCUS 124 FUTURE SPACES ` I I I,J •1 \ hQ I II 1 I \ © SHOTPUT I i l l Itl 1 1 1 �I I I I I I-rl I l l l l l l l l l r -- i ��H]Jtfl ItfH-140-11 'I , I �•.', 6'1 WIDE IN III Vl l ` \\ ( ©_-- I ME�4NDER I NG SIDEWALK I I I III I I I \\ , 1 I 1 I, I I,. I I 1 I 1 I I I III1111111111111111111111'III111111 I DRAINAGE EASEMENT a t_L1 I I I I IJH-HH-H-1 j t I I --- E1 I = _ 1 v�I zI yin I J- -1-4 1I9 SPACE$- - tSOUTH NORTH47.51' 46.66' GRAlSS ARR\\EAM W ST -- III 1 I I I / I ;/0.00' to .� ' � _ M I III III I ° j � i I III I II I I / 1 TENNIS nIIRTS u� I I I------------------ -.4- �- ----- ----- - - I I t I IPRAC�CE FOOTBALL FIELD -L - 4C a ._ ------ J III I I \ ° - - •. WEST 166. 30' ��if N 89. 56' 28� E I in - - III I 1/% I I i I - I I-- i 11 26. 4' jam,w IIII I 1I 1 /1 !I FOOTNI ALL FIELD wAz ,�'I / ING 8 LdrE TRaCN II II STAC IIY. DEPTH CUBB� 9 CURe --'�� ' \ _ , C ' CINCRE iE D,Rly EAST ,.... y \``\ E WE_ --T- - 289, 47- - - - - - VE51 I WEST I - --- ----- 9 I - A.D.A. AMp I;. - -- - - -- - - A .• ,' 7 .13� � I I I I IL I / /r T ` I \ '\ \� `\� � c�,,�I'` ,' ' 11 ' u --i ILK I' - - ----�. �� �I - III I I/ 11' ;\� I \ CARROL SD DITION - NORTH I - ----- R , PI I I I I !/ I1 \ 34.58 I ��38 I I 0 1• K - -- -- f I E �4516� ,A�40FTBALL IGAB NE A �; c. SPA C I_ v1. - -� E ; �' I -_ - I I I - - 1 - - - - - - _ II ❑ ❑ �� 1. l I ! [...:,._ � -- - w I I i i ,o, ,.� I';I i G w a SIDEWALK N II I I I \ U0,�,; Ic I 1 W A. SPACE ( I I I II I I — NEW , , . I •,, I I C� l 1 / i o\ _T- _ W �K I 6, 522 SO. FT. 1 1 } NEW I E I II I I ( 1 v\ 4 r I 34 I BUILDING ADDITION „..tio -- a \ _ I ASPHALT ' �- W I I I ` #�: I'd, I, i ; I ' ,Ir I I f III ► I / �I % •- I r -- -r _ C - - -- I . PAVEMENT I I I r• \II I`I i I ,t NEW I � g o� c,_ IDEWALK / 2- A.D.A. RAMPS '\-� - - *At - -- _u R 30 w \ / W r I I I zcq � 6' WIDE I MEANDERING SIDEWALK to TR IIA3 JOHNSON. ARNOLD H. JR..-A I ZONING413630 N. SHADY 12AK DRIVE SOUTHLAKE, TX76092-61: LUD=IDR V. 7019, P. 2365 TR 11A3A A 11A SCHERER HUGH C ZONING=AG 620 N. SHADY OAK DRIV� LUD=.IDR SOUTHLAKE. TX 7609 V. 5732, P. 442 o-, TR 11 A oP TR IIAZA ZONING=AG ROBINSON. BENDY ETVIR STE N LUD=MDR SOUT LAK£.AOTXOK 7609s-41 9 V. 11406. P. 528 O N TR 11 A2 ZONING=A G AUS600T N . SHADY DRI VE LUD=MDR SOUTHLAKE. TX 76092-V9 V. 2329, P. 12 N 10 CINC. I 1� 1� .. ,,,,..�. ^'� I 'I CO II, I I E �; �J 7 • - r A- ----------- — Ii z- c I I -- - 1Vm N=1 w FUTURE L—j FIELD H+USE -1--- � / �. AST o c58 ° —{� " 1 16' MASONRY GRASS AREA / / I ( BASEBALL FIELD I / t I 1 \\ c `K SCREENING WALL c, i \ �- ! i il� i I ° --- I \ �� �----23 SPACES 1 11 \\ I I I I I I I I �\ \ Iwo C.-------- - ily)//// `- I EAST I a ----------/// / // I 0 —._ —.—.—. — — -- ---- - N OOBO 1 . I I 'to 46 =' � I. W //// // / � ' I\ \ _ 7 ADA SPACES �I f 1 i—�� ----- -- - -- — - - - - -- - - - - }� b pIp ° N`9 +da'b "\W 224. \ N •00'00---3 .91 - ��I % --- ------ ---- - -- -- - - - - j �ay��ryI� - L----- ---- TTrT Tl� 15 UTIL. ESMT. -- --- ---- e / - - -ram rr ��-rT�-rr�1 _� I I I 1 l T� r r r 1 I r r s r t�-1 T�-r t 1-1 r i l l-r r i 1 r r r r rr I r r------- — ------ ---- •A // I I I I 1 1 1 1 1 1 1 I I 11 1 1 1 1 1 1 j I I I I I I I I I( i I i l l l l l l i l i l 1>� l n /,. •,. AI K L CUBE ,- !� \ ,� 40 SE'ACES ' I iy19G• DG' DG" W , , �DrjC. 62 CONC e� � � I 26 FUTURE SPACE` $0 FI I' �t ,Fr. �- ----- UTiB � -- /, -' Oi .,� /), ,I I! ! ; �` •`L-/ _ rn ' I H_ .tL 1I I_J 1 ll-Ll_ l CIR I C 24' NE I) HALT 0 RAMPS 0' TYPE B LANDSCAPE BUFFERYARD LK I� Aso ---_-------- _-_.- - - -- - - - :_ -- 1 �' �•--r ,�-t=. �.� � ice_ ---� _ = i� — -- n'r� - - - 4 T2'. 12'��� _ / / - - � _- - --------------- 7 IPF 5/e' IRS S 90° 00' 00" W i---7.s-----_--976. 20r �_______________ __ 2�rEAE7I�AS -- _- C�EII�.E lREF E •_. 1 UTILITY ESMT. F 7.\\, SANDLIN ESTATES I LOT 1, BLOCK 1 P• 0• B• I CABINET A, SLIDE 1888 TR 9 F SKEL TON. STEPHEN T. A KOBA H. 587 N. SHADY OAK DR. ZONING=AG SOUTHLAKE, TX 76092-6157 I LUD�EIDR di V. 10316. P. 452 I oo� I I ZONING=AG t LUD=IDR TR 9 E SUMW,RY CHART — BUFFERYARDS LOCATION LENGTH BUFI'ERYARD WEDTII - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING BRIGHT be MATERIAL NORTH REQUIRED 955' L0'-C 29 38 115 QQ z200' LF. 1►oqq�d Fenc at Northweet Corner PROVIDED 955' SEE PREVIOUS PLAN EAST REQUIRED NONE NONE NONE NONE NONE NONE PROVIDED NONE NONE NONE NONE NONE NONE SOUTH REQUIRED 976' LO'-B 20 29 98 8'z200' LF. WoodFenc at Southwest Corner PROVIDED 978' SEE PREVIOUS PLAN WEST REQUIRED NONE NONE NONE NONE NONE NONE PROVIDED I NONE NONE NONE NONE NONE NONE Credlte: Credltr for ezirtlnE landscaping to be determined at time of landscape submittal SUMMARY CHART — INTERIOR LANDSCAPE REQUIRED OR PROVIDED LANDSCAPE AREA (SQ. FT.) % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER (SQ. FT.) REQUIRED 41.660 75% 83 166 1039 831 PROVIDED 88• 1320 6600 3,9600 • INTERIOR landscaping REQUIiREE1WXNTS PENR� PPRRIMOUS CONCEPT PLAN 'grGQN W1 Id O D7010 ORSQUEST T THE IItRIGATION US AREAS )OMOUTSIDOE BUUSLOOOP THAT ARE NOT . - 17rrliINRPLA�YING S GATION. SE SURVEYOR —ENGINEER CHEATHAM & ASSOCIATES 1601 E. LAMAR BLVD. SUITE 200 ARLINGTON, TEXAS 76011 (817) 648-0696 FAX (817) 265-8532 CONTACT: GORDON JOHNS SITE DATA SUMMARY ZONING EXISTING PROPOSED CS CS LAND USE DESIGNATION PUBLIC SEIMIUBUC CONSTRUCTION: START FDUSH DEC 1999 I SEPT 2000 NET ACREAGE OF PROJECT 29.366 ACRES BUII.DING FOOTPRINT % SITE COVERAGE 138,500 SQ. FT. 10.83% ONE STORY BUHMING FLOOR AREA BY USAGE: NONE CLASSROOM 67,550 SQ. Yr. CAFETERIA 9,260 SQ. FT. GYMS 14,575 SQ. FT. LIBRARY 7,200 SQ. Yr. ADWINISTRA77ON tc PROFESSIONAL DBVEL 5,260 SQ. FT. JANITORIAL 370 SQ. FT. REMAINDER HALLS STORAGE TOTAL V"ERVIOUS % SITE COVERAGE 1 278,730 SQ. FT. 29.76% AREA ID OF OUTSIDE STORAGE % COVERAGE NONE 0.0% TEACHING STATIONS 103 STATIONS SEATING IN GYM 654 SEATS PARSING: REQUIRED PROVIDED TOTAL 287 349 PARSING PROVIDED: STANDARD 340 VAN ACCESSIBLE 4 HANDICAPPED LOADING SPACES: REQUIRED PROVIDED NONE NONE NUMBER OF LOTS 1 1 ARCHITECT TOTAL PROGRAM MANAGEMENT 128 E. TEXAS STREET GRAPEVINE, TEXAS 76051 (817) 488-7732 FAX (817) 488-9708 CONTACT: MARK J. DANIELS 0 NTNER CARROLL INDEPENDENT SCHOOL DISTRICT 1201 N. CARROLL AVENUE SOUTHLAKE, TEXAS 76092 (817) 416-1420 FAX (817) 251-6622 CONTACT: JOHN CRAFT 01 1nA NOTE: NO PROPOSED CONNECTION TO EXISTING UTILITIES. NO INTERIOR LANDSCAPING PROVIDED PROPOSED NEW CONSTRUCTION MEETS MASONRY REQUIREMENTS E S GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft -191 � ,• Km�o...Mir.NJ t. ���i/�....... y, �t1111�1111 ,BERRY HALL m REVISED CONCEPT PLAN FOR DURHAM ELEMENTARY SCHOOL LOT 1, BLOCK 1 CARROLL ISD NO. 1 ADDITION VICINITY MM AN ADDITION TO THE CITY OF SOUTHLAKE TARRANT COUNTY. TEXAS prr.n Nov 0 a 1999 AS RECORDED IN CABINET A, SLIDE 2555, PRTCT 29.356 ACRES OF LAND SITUATED IN THE T.M. HOOD SURVEY, ABSTRACT NO. 706 SEPTEMBER 9, 1999 BEARINGS BASED ON EAST PROPERTY LINE OF RECORDED DEED, VOLUME 11242, PAGE 2162 (DRTCT) ZA99-094 C. PRADE VOL 2835, PAGE 358 D R. T C. T ZONED AG I S' PVn11_,� (1142 OF PPOP. ' 53'i3-6 P11i i I r. I Y I 1 ' � 1 I I i I 1 I 1 � I I ' , I 1 t I j 3 I ' � al I �I I I 1 I 1 ; 1 1 1 I I 1 � t t zt I I � i �Q I �2 I 1 r ' 1r1l6 E BUFFEarAfm bW4CA* EAZWNT I j I , t I I I � I I I � I w, I I � a ' w I � � O. I I t , I . � 1 t F- I 1 1 l ! �1 I I I, 1 I I i SITE DATA SUMAbIRY PROP. F. H I 3 DICKERSON DEVELOPMENT, INC. ZONED: SF-209 \ �QO LAND USE: MEDIUM DENSITY RESIDENTIAL Y� BLOCK 6 I 5' U.E 2 10' trPE B &fFFRYW I R LWDSCWf EASUAWT I I .. I I � s L �- P.O. B. 1 � S 69'55 55' W 137.24' RETAINING WALL EXISW ZONING SF-206 PROPOSED ZONING SF-206 LAND USE DESIGI 4TION MEDIUM DENS17Y RESIDENTIAL PROPOSED LAND USE COMMON AREA / SPORTCOURT AMENITY GROSS ACREAGE 0.774 NET ACREAGE 0.774 NUMBER OF PROPOSED LOTS 1 PERCENTAGE OF SITE COVERAGE 17.9 x AREA OF OPEN SPACE (SF) 27682 PERCENTAGE OF OPEN SPACE 82.1 T AREA OF OUTSDDI- STORAGE (SF) 0 PERCENTAGE OF OUTSIDE STORAGE 0 START CONSTRUCTION 9/99 FINISH CONSTRU( TION 9/00 PROPOSED BUILDING AREA (SF) 0 NUMBER OF STOIllES 0 MAXIMUM BUILDING HEIGHT (FT) 0 PROPOSED FLOOD' AREA (SF) 0 FLOOR AREA BY USE (SF) 0 REQUIRED PARION'G 5 PROVTUED PARKING 7 STANDARD 6 N HANDII 1 TOTAL 7 REQUIRED LOADING SPACES 0 PROVIDED LOADING SPACES 0 q� DKXERSON DEVELOPMENT, INC. ZONED. SF-20B LAND VSE• MEDIUM DENSITY RESIDENTIAL G �o ORANA;E EASFU NT 1 COMMON OPEN SPACE \ DICKERSON-DKLOPMENi, INC. ZONED..SF-206 LAND USE. MEDIUM DENSITY RESIDENTIAL \ 3 Sl 1 car Lp D = 33'24 59\ T = 52.53' L = 102.06' \ Ch = 100.62" CS = N 16'46'35 W t C�, <o � �o 35'r75' 51W COURT b ^ (r0' A10H FEW Agave COURT) b S 89'5555' W 314.26' VERSAILLES CABINET A, SLIDE 2"0 3 ZONED: RPUD CUD: MEDKAI DENSITY RESIDENTIAL I BLOCK 1 VI 1 t 1 t` e I ` CLEAN OUT FL = 612.88 -ff Rem *S-$tJILiS) 1 1 1 1 I 1 I I ' r ' r I i 1 I A N I A ' A I 1 ' 1 4 1 I / I e I 1 I / I 1 I 1 I A 1 E 2 1 DICKERSON I*W OPMENT, ;1NC. ZONEIr SF-206 LAN© USE- MEDIUA4 DENSITY RESIDENTIAL i l DICKERSON DEVELOPMEM, INC. ZONED SF-20t LAND USE: MEDIUM DENSITY RESIDENTIAL N 1 1 'OS' I 1 N ara M -— — — — — — — r It r�l 1 tttyyy p I m l COS N I N I N I � N I N I 1 I 1 I A I I 1 � 1 N N I i I ld � I N I � Y 1 i 1 I FIRE HYDRANT SUI (ARY CHART - BUFFERYARDS BUFFERYARD CANOPY ACCENT FENCE / SCREENING LOCATION LENGTH WIDTH - TYPE TREES TREES SHRUBS HEIGHT & MATERIAL REQUIRED 270 10' - B 5 8 27 8' SCREENMA; DEVICE - NORTH ORD. 480, S 39.4.b PROVIDED 270 10' - B 5 8 27 8' SCREENING DEVICE - ORD. 480, S 39.4.b REQUIRED 314 10' - B 6 9 31 8 SCREENMIG DEVICE SOUTH ORD. 480, S 39.4.b FRONDED 314 10' - B 6 9 31 8' SCREENING DEVICE - ORD. 480, S 39.4.b REQUIRED 91 10' - E 1 2 7 Hi - ORD. 480, S 41.7-b WEST PRONDED 91 10' - E 1 2 7 HI - ORD. 480, S 42.7-b OTHER COMMENTS: 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W., SHRUBS OBTAINING A MATURE HEIGHT OF THREE FEET (3) OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (307 ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREAS. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2' IN CALIPER AND 50% MUST BE 4' IN CALIPER. THIS INCLUDES PLANTING IN BUFFERYARDS AS WELL AS INTERIOR TO THE SITE. 3. ACCENT TREES ARE A 6 SCALE I' - 2WO' NOTES: 1. THIS SITE PUN PREPARED BY WASHINGTON do ASSOCIATES ENGINEERS. 2. PARKING LOT TO BE 6" P.C.C. PAVEMENT, 4' SIDEWALK TO BE 4' P.C.C.; MERLOT DRIVE TO BE 6' P.C.C. PAVEMENT, SOUTH CARROLL AVENUE TO BE 8" P.C.C. PAVEMENT SPORT COURT AREA TO BE 4' P.C.C. 3. LOT 1, BLOCK 6 PROPOSED ZONING = CS 4 PROPOSED L.U.D. = COMMON ARVISPORT COURT AMENITY 5. LOCATION OF ADJACENT PROPERTIES DRIVEWAYS HAS NOT YET BEEN DETERMINED. 6. TYPICAL PARKING SPACES - 9'x 18' 7. THERE SHALL BE NO LIGHTING OR SIGNS ON THIS SITE. 8 THERE SHALL BE A 10' MESH FENCE AROUND THE SPORT COURT AREA. N I� I 0 15 30 80 90 mmomi SCALE IN FEET 1' = 30' A SI TEPLAN FOR COMMON AREA/SPORT COURT BLOCK 6, LOT 1 OF VERSAILLES, PHASE III A 31,7194 SQ. FT. LOT LOCATED IN THE J. W. HALE SURVEY, ABSTRACT NO. 803 IN THE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS OwNmS: DICKERSON DEVELOPMENT, INC. 8333 DOUGLAS AVE., SUITE 1300 DALLAS, TEXAS 75225 (214) 691-5300 ENGINEER: AASfIINCTON ASSOCIATES ENGINEERS - PLANNERS 500 GRAPEVINE HWY. SUITE 375 HURST, TEXAS 76054 (817) 485-0707 METRO 498-3077 FAX 485-4106 SURVEYOR: STEVE A(ILLER LAND SURVEYING REGISTERED PUBLIC SURVEYORS 1240 SOUTHRIDGE COURT HURST, TEXAS 76053 (817) 282-7860 FAX 268-1654 JULY 2, 1999 JOB NO. 018 - 028 FILE NAME: SPORTCTSP CASE NUMBER: ZA98-071 REOD nEf S ? 1999I a aY rn rn 0 Ln 66 v Ln CV CD 3 CTI v) Lo 0 rn rn LO 0 CY) ' 283.22 F. M. HIGHWAY N0. 1709 (WEST) EXISTING 130' R.O. W. —TBM — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Y, — — — — — Asphalt Pavemen� - Existing 15' inlet 12' __tea• ��-- -- --- -- . �_ � CUYWIR -- . GUYWIRE _ - --- -- 1 DAR EtM NUMBER I DELTA IR ' T 0 1 CD LC C-1 05*47'54" 2799. 79 283.34 1141.79 ., E IN 85-4I'll Construct 4' Dia Manhole r . . . . ... . ... .... ...... . ... .. _ 12" Water EX - Install: 1-12"x6" Tapping Sleeve 1—Fire Hydrant 1 1-6" Valve 1 1-6" 90' Bend HACKBERRY E CLUMP ALL UNDER 6 co �I AAcc I w a �1 tlA I O W V1 0 a� U U IQ I� a� C 0 J 0 i.� it (V 30" PECAN JD a 2. = Proposed Right of way Dedication /\ H IO4MP�t� Fin. FIr. 672.00 6" Fire Line By State Licensed Fire Protection Contractor Refer To MEP For Exact Locaions Of Services At Buildings Install: — 1-1" Meter (Irrigation) - Install: 1-1 1 /2" (Domestic I Construct 4' Dia I �\G;� i 1 1 omestic 6" Fire Manhole 15' Utility Esmt. N W43'27" E 138.70' 8= -7—� —---------------T-5 _J I I I I i � I I m O CIQ I IV) ICIO I W I O I Ito O Proposed 15' Utility Esmt. I I I I I I I I I I I I I I I Conn. To Exist. MH Located at Stotlebury 1 Estates I 30'R II 6" AND 9" HACKRERRil HgfK ERRY '24' Fire Lane & Access Esmt.--. S 89'57 47' W 418.02' ]30'R 30'R ' Fire Lane & Ac 24" MULBERRY 0 0 0 18" MULBERRY SEPTIC TANK 0 24" MULBERRY 26" Remove Existing Meter & Service ®�wv� O.B. 12 CEDAR ELM 12" CEDAR ELM 12" CEDAR ELM CEDAR ELM CEDA I 1 1 4 HACKBERRYS 1. Proposed Right of wa Dedication t 1 G C N N a a 0 a 1n Q (T C 1n X W lb �o q r � MLILTI_ [RUNr EVE'S NECK;_•, O 7' TDTAL r I N t7 co X W Sawcut, Rerrlove & Replace Asphalt Pavement II I I I Existing Fire Hyd. 1� I ' CHINABERRY WM 1" O I. ( !la AMERICAN ELM Install: 1-8"x8" Tapping Sleeve & 8' Valve 0- 4 0 30 60 90 GRAPHIC SCALE GENERAL NOTES 1. All materials and construction shall conform to City of Southlake Standard Construction Details and Specifications, except as noted herein and approved by the City. 2. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, and O.S.H.A. Standards for all excavation in excess of five feet in depth. 3. The location of all utilities located on these plans are taken from existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present. 4. It shall be the responsibility of the Contractor to protect all public utilities in the construction of this project. 5. Any utility installed outside of an easement shall be installed by a plumber and inspected by Code Enforcement. 6. Backfill for utility lines should be carefully placed so that the utility will be stable. Where utility lines cross the parking lot, the top 6" should be compacted similarly to the remainder of the lot. Utility ditches should be visually inspected during the excavation process to ensure that undesirable fill is not used. 7. If rock is encountered in the trench, rock spoil shall not be used in the upper 1.5 feet of the trench. The upper 1.5 feet of the trench is to be backfilled only with quality topsoil. 8. All ductile iron fittings shall be of the mechanical joint type or slip joint and shall be Class D, or Class 250 on sizes 12" and smaller in accordance with A.W.W.A. Specification C-110-64 and C-111-64. 9. All water mains shall have a minimum cover of 42", or sufficient cover to clear other utilities as measured from top of pipe to existing ground level or finished grade, whichever is greater. 10. All gate valves shall be City approved. 11. All water and sanitary mains and services shall have a 10' min. lateral separation. 12. Concrete blocking shall be provided on water mains at all tees, fire hydrants, and bends per City of Southlake standards. 13. The slope for sanitary sewer laterals shall be 27., or 1 /4" per foot, or greater. 14. All water meters to be placed in a non -traffic area. 15. Refer to Mechanical Plans for exact water and sewer service locations. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY PF JOHN W. SPIARS, P.E. NO. 84016 ON IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING. OR PERMIT PURPOSES. N Z CIJ C C7 x I N a: WQ t` Co LL W Z 7 03 C Z� CC L W I W 00� ``�ttttit +�P�E OF !F�1 do tt j• • ...... •SPIARS • j '.� :... 84016 • • ' IttONAL Q X n Z LL� J s0 LLi 0 J� J JQ � O D uj wJ CL O Revisions Date 1 2 3 4 5 6 7 8 9 10 Issue Dates: 09/27/99 10/28/99 Scale: Y-30' BENCHMARKS: Drawn By, RLK TEMP. BENCH MARK (TBM) Checked by; RLK Y CUT CENTER OF INLET, S. SIDE OF FM 1709, 100'f W. OF PEYTONVILLE ELEV. 672.83 r�p . Sheet �r��v � � �999 BENCH MARK C/ 3 CITY OF SOUTHLAKE BENCH MARK NO. 34 Of MONUMENT ON INLET CARROLL HIGH SCHOOL. 3 ELEV. 662.76 Project No. ZA-98-103 99106 Ln NUMBER I DELTA I R L T CD LC ' C-1 05'4754" 2799 79 1283.34 1141.79 IN 85.41 '1 1 " E 128322 Remove and Reconstruct Remove and Reconstruct _ Existing 240 RCP Existing 15'_Curb Inlet _ �_- � 170 E. M. _ HIGHWAY ©-- 670- _ _ _ _ - EXISTING 130 R.O.W. ���- -- - �-------------- r------------=--_-_--- s------�. 73'�'_-Go ` 41 - ti 9 d11tiry o6 611� o° 1 ti' qO �� Remove and Reconstruct `-- _ I �.6 6`�,�'' �ti�b `�gro`oro6lt `4� ` 6 e 60�)� Existing 20' Curb Inlet --1 �� 6�°0 �6�°�- 's ' lot ND. Rb. UND traffic box f{� remove and Reconstruct �a `� ��,��a�OrO�WV ryO\ iG66p� 4•��c �x GUYWIR `��- l$ MH (E) VW // " �i� Oh orOhb� `- _-- "--- _ HWY MONUMENT FIND 1xisting 30 RCP. c� S `ob�-o0�0660' `• q ��RSReraD riaffic box ^ '-- - _ - - rn P.O.B. Conn. To Ex. 30" � `66�. ` e - _ _ -- _ c �r' J l - - - - ELM GAS SIGN GAS SIGN / rc 12" CEDAR EL(I -2_CF0AR ELM GAS S!QN 70.3 12' CEDAR ELM 1 ' CEDAR ELM 74 6 \ I. � �t b� 70.0 ' 6-70 600 30' PECA 72. ,J HACKBERRY E CLUMP ALL UNDER Go \ 1 co 70.4 69.5 I w 6 3 2' Flum � t '�I I ss9 `• \� o b l I I I � i I 70.5 71. 71 I I \ ° 7 1� 2.01 � 1h. a6 GA� SIGN b"P 0lb II � 01� 671 74.6 2 I24' HACKBERRYS ►0.2 \\ I 70.8 , 71.1 I \ .8 711 1 7 2 I \t , ►1.5 I - - 0 71.3 I 1.8 71.2 7 0 (� 71.1 3 i i � 1 '!J 70.8 I \ I 71.1 s 71.7 72.5 �f� I 2G mph light Fin. Flr. 672.00 71. L TR NE E ph U IN .O �� r 70.8 I - cc 71. 69.9 rn i �} r 2Q, �'`I o IV89'43'T" E 138.70' \ \6 _ 1/21RF - - - - - - / IRF 1 \ \ 6AND 9" HACKBERRYS \�_ _ 70.4 5 \ KBERRY \�� \ 87.3 669 �� 69.5-- c LTI-TRUNK EYE'S NECKLACE - - _ 68.5 9, Q3 7' TOTAL 27" RCP I On 1.0% 6 8 7 .6 I Stm. Sta. 0+00 I W Const. Type B Hdwl. Begin 27" RCP f I I FL 664.20 / RIM 10 � r � • / Stm. Sta. 0+10 69.2 f 1 Const. Std. 10' I b Curb Inlet CQ /° �� _� FL 664.30 1 24' MULBERRY w CO1) 18" MULBERRY \\`\ \ l • �\ \ � SEPTIC � r �. 1 4' CHINABERRY GAS METER WM 24 \ l �2 ' AAIERr-4N ELM 1 ( 2e- COTTl WOW 1 / -- -- S 8V5747 1I 418.62' =o 0 30 60 90 GRAPHIC SCALE GENERAL NOTES 1. All materials and construction shall conform to City of Southloke Stds. and Specifications, except as noted herein and approved by the City. 2. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, and O.S.H.A. Standards for all excavation in excess of five feet in depth. 3. The location of all utilities located on these plans are taken from existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present. 4. It shall be the responsibility of the Contractor to protect all public utilities in the construction of this project. All manholes, clean - outs, valve boxes, fire hydrants, etc. must be adjusted to proper line and grade by the Contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line and grade during construction of the paving for this development. 5. Any utility installed outside of an easement shall be installed by a plumber and inspected by Code Enforcement. 6. See Utility Plan for additional information related to utility construction. 7. A grading permit must be obtained from the City of Southlake prior to commencerhent of any construction activities. Erosion Control will be required during all phases of construction. 8. Proposed spot elevations located at the curb are finished gutter elevations. Add 0.50 feet to elevation for proposed top of curb. 9. All proposed grades in landscape areas are finished grade elevations. Contractor to allow for seeding or sodding of these areas. 10. Contractor shall install traffic control for any work within city R.O.W. traffic control shall conform to part VI of the "Texas Manual on Uniform Traffic Control Devices". DRAINAGE CRITERIA GRADING LEGEND Q = C I A 70.8 Proposed Spot Elevation C = 0.9 671 lino = 11.55 in/hr Proposed Contour - - 502 --- Existing Contour tc = 10 min. tc670.99 9670.53 Existing Spot Elevation 63��Acres XX.X ~Qioo (cfs) Drainage Divide Line THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JOHN W. SPIARS, P.E. NO. 84016 ON JejZ1 9'9. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING. OR PERMIT PURPOSES. BENCHMARKS: TEMP. BENCH MARK (TBM) Y CUT CENTER OF INLET, S. SIDE OF FM 1709, 100't W. OF PEYTONVILLE ELEV. 6 72.83 REEC'D NOV 011999 BENCH MARK CITY OF SOUTHLAKE BENCH MARK NO. 34 MONUMENT ON INLET CARROLL HIGH SCHOOL. ELEV. 662.76 ZA-98-103 N l Z 00 L a! X N f' OS Wcli L LQ W Z� c zIIw W CV) 04 co rn OF �* *♦ j • - - JOHNW. SPIARS • j 84016 '//���• CENS6� •�t"w 1� ASSIONAL • • �V\� Z Q Q J '� W 0. O 1 W V LL Z n Q 60 Z W0 Q < Z < 0 W O a: -i -J 0 Z O W Z � �Q �e (L J Z O r� V co Revisions Date 1 2 3 4 6 8 9 10 Issue Dates: 09/27/99 10/28/99 Scale- 1'-30' Drawn BY.- RLK Checked by; RLK Sheet C2 of 3 'roject No. 99M NUMBER DELTA ? 'L 'T ' CD LC ' C-1 05'4 754 "'799.79 #-"787.79 283.34 141.79 N 85'41'1 1 " E 283.22 C-2 05'24'41 " 263.30 131.75 N 85'27'29" E 1263.20 rn 0 0 uj U 0 D CU LIJ L0 0 rn co 0 rn m z,: y NO. 1709 (WEST) F. M• HIGHWA 130' R.O. W- EXISTING — — —TBM --------i----------------------------------------------� i - i Existing Asphalt Pavement 15' meet 2% Typ.l 12' 2% Tn, i Proposed Deceleration Lane—,N cUYWIRE 20'R Barrier Free cuY1wnRE c —' — — _ Romp — - - ♦ ��UYwi 2. C�2 i Barrier Free Ramp P.O.B. ♦ S 4*5* ry*03 to E 1 I�� Proposed Right of w� Dedication To CL r0 �1 4 =0 = 4 0 30 60 90 GRAPHIC SCALE 1. All materials and construction shall conform to the City of Southlake Standard Construction Details and Specifications. 2. It shall be the responsibility of the Contractor to protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, etc. must be adjusted to proper line and grade by the Contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line and grade during con- struction of this project. 3. The Contractor shall be responsible for coordinating with all the appropriate utility companies for the location of all utilities within the construction area. 4. The Paving Contractor shall , not place permanent pavement until all sleeving for irrigation, electric, gas, telephone, cable TV, site lighting, etc. has been installed. It shall be the Paving Contractor's responsibility to insure that all sleeving is in place prior to placing permanent paving. 5. All paving and earthwork operations shall conform to the recommendations in the Geotechnical Exploration Report. 6. All dimensions are to face of curb unless otherwise noted. 7. Refer to Architectural Plans for exact building and related sidewalk dimensions. 8. All curb return radii are 2' unless noted otherwise. 9. Parking spaces are 9'x18' unless noted otherwise. 10. All dimensions are perpendicular to the drive centerlines and/or property lines. 11. Fire lanes shall be striped in accordance with the City of Southlake requirements. 12. Construct barrier free ramps at all driveway and street intersections. N C7 CtWo r I z V) I T C x W U_ Q Wm (D'o C C '— z W C'7 �W00 OF TF� 1 �* 'P j• JOHN W. SPIARS op�• ° 84016 ' 'I'll Iel %�CENS��••�'�.: z LEGEND Q EJ-_ Expansion Joint LL Parking Areas = Light Duty Asphalt Pavement W Drive Aisles = Heavy Duty Asphalt Pavement � 7" Reinforced Concrete Pavement co 1 112" TYPE "D" H.M.A.C. SURFACE COURSE CRUSHED STONE BASE LIGHT DUTY (T=6 PARKING AREAS) HEAVY DUTY (T=8", DRIVE AISLES) TOTAL BUILDING AREA PARKING REQUIRED PARKING PROVIDED 3500 P.S.I. CONC PAVEMENT 2" TYPE "B" H.M.A.C. BASE COURSE 18" 6" 1:3 BATTER 1 1 /2"R P �6" SCARIFIED SUBGRADE V COMPACTED TO 95%G OF STD. #3 BARS ® 18" CTRS. PROCTOR MAX. DRY DENSITY AT 0 TO +4% OF OPTIMUM NOISTURE CONTENT, UNLESS NOTED OTHERWISE. Q X W n T O Y�110- U Q~z � JQ Q Ja z~ � o ui �:Q W J Revisions Date 1 2 3 4 5 6 7 8 9 10 Issue Dates: TYPICAL ASPHALT PAVEMENT 09/27/99 THIS DOCUMENT IS RELEASED FOR THE PURPOSE 10/28/99 SECTION WITH CURB OF INTERIM REVIEW UNDER THE AUTHORITY OF JOHN W. SPIARS, P.E. NO. 84016 ON NTs IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING. OR PERMIT PURPOSES. Scale: 1'-30' BENCHMARKS: Drawn By: RLK TEMP. BENCH MARK (TBM) 'X' CUT CENTER OF INLET, S. SIDE OF Checked by; RLK FM 1709, 100'f W. OF PEYTONVILLE 15,120 S.F. ELEV. 672.83 Droll N Q V 011999 rzlj Sheet 76 SPACES C1 76 SPACES (INCL. 4 HC) BENCH MARK CITY OF SOUTHLAKE BENCH MARK NO. 34 Of MONUMENT ON INLET CARROLL HIGH SCHOOL. 3 ELEV. 662.76 Project No. ZA-98-103 99M r, 0 ■ ■ ■ L L20'-0' 20'-0' L 20'-0' �n r 135' -0' cFF D 08 PARTIAL PLAN Inb' I'-0' t9� MASONRY BASE ' EFS TRIM 07.WEST ELEVA VIb' = I'-0' TION 04 PARTIAL PLAN EFS CORNICE . �s�•� EFS CORNICE \ • 3C LOADM AREA MASONRY BASE EFS TRIM STOREFRONT 03 EAST VIb' = 1'-0' ELEVATION E1fl:; STONE . c EFS TRIM 23'-v EFS TRIM m . . / LOADING AREA SCREENING WALL ` \\ I c i liiiil . • = I`::C "irapNNW /r 1 8®8 TIAL PLAN v � nRn�a xnn� STOW 06 SOUTH ELEVATION ' I A 0 A I \ \ 02 TOWER ELEVATION 1/16, 2 V-0, u LOADING AREA SCREENING WALL STANDING SEAM METAL ROOF FLAT FLASH / EFS CORNICE i■......�■.. .�. 01 NORTH ELEVATION EL • W-Ow EFS TRIM ■ ❑ ❑ ❑ O'BRIEN ❑ & ASSOCIATES p p ARCHITECTURE p PLANNING INTERIORS p 5310 HARVEST HILL ROAD ❑ SUITE 136 DALLAS, TEXAS 75230 ❑ 972.788.1010 FAX 972.788.4828 www.obrienarch.com kR111:2 _._CC COPYRIGHT © 1999 O'BRIEN & ASSOCIATES THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 3 ASSOCIATES MASONRY BASE JOHN O'BRIEN - ARCHrrECr ❑ REGISTRATION NO.4916 ❑ DATE: SIGNED ❑ JOB #: 99098 ❑ DATE: 0 I&" SCALE: p SHEET NO. p RFG'D r� O V 011990 m ❑ ZA98-103 IN ■ ■ 1 OWNER: WILSON & STONAKER, L.L.C. P.O. BOX 1955 GRAPEVINE, TEXAS (817)329"7300 CONTACT: WILLIAM STONAKER SITE ANALYSIS SITE DATA SUMMARY TOTAL ZONING C2 LAND USE DESIGNATION RETAIL COMMERCAIL GROSS ACREAGE: 2.418 ACRES / 105X5 SF NET ACREAGE: 2.260 ACRES / 98,446 SF NUMBER OF PROPOSED LOIN: ONE AREA OF OPEN SPACE: .714 ACRE / 31J25 SF PERCENTAGE OF OPEN SPACE: 3L6% IMPERVIOUS COVERAGE L544 ACRES / 67,285 SF PERCENTAGE OF IMPERVIOUS COVERAGE 68.4% START CONSTRUCTION: JANUARY 2000 FINISH CONSTRUCTION: APRIL 2000 PROPOSED BUILDING AREA: 15,120 SF PERCENTAGE OF SITE COVERAGE- 153% NUMBER OF STORIES: MAXIMUM BUILDING HEIGHT: ONE 26' AT COVERED WALKS 38'-' AT ENTRANCE TOWER PROPOSED FLOOR AREA: 15,120 SF FLOOR AREA BY USE: SALES: 13,179 SF STOILEROOM: L782 SF OFF] CF. 159 SF OUTSIDE STORAGE: 194 SF = L28% REQUIRED PARKING: 76 SPACES PROVIDED PARKING: STANDARD: 72 ACCESSIBLE 4 TOTAL: 76 SPACES ' REQUIRED LOADING SPACE:: ONE PROVIDED LOADING SPACES: ONE SUMMARY CHART - INTERIOR LANDSCAPE INTERIOR LANDSCAPE AREA: REQUIRED • 50% OF FLOOR AREA PROVIDED - REQUIRED X AT FRONT OR SIDE PROVIDED • 7,560 SF 18,420 SF 75% = 5670 SF 6033 SF = 79S% CANOPY TREES REQUIRED - 1/500 SF OF REQUIRED LANDSCAPE AREA = 15 PROVIDED - 15 ACCENT TREES REQUIRED - 1/250 SF OF REQUIRED LANDSCAPE AREA = 30 PROVIDED - 30 SHRUBS REQUIRED - 1/40 SF OF REQUIRED LANDSCAPE AREA = 189 PROVIDED • 189 GROUND COVER REQUIRED 15% OF REQUIRED LANDSCAPE AREA = ILM SF PROVIDED - 1134 SF SEASONAL COLOR REQUIRED - 2% OF R]QUIRED LANDSCAPE AREA = 151 SF PROVIDED • 151 SF SUMMARY CHART - BUFFERYARDS LOCATION/ LENGTH OF BASELINE REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH/TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/SCREENING HEIGHTS & MATERIAL NORTH 1 REQUIRED 263.10' 20' - 0 11 8 37 PARKING HEDGE PROVIDED 2429 20' 11 8 37 PARKING HEDGE NORTH 2 REQUIRED 136.7 5' - A 1 3 11 PROVIDED 137.6 5' 1 3 11 EAST 3 3 6 6 26 26 PARKING HEDGE PARKING HEDGE SOUTH PROVIDED 361.761 4 8 33 WEST 5' - A 3 7 28 3 1 7 28 OWNER: MYERS MEADOW ZONED. PUD NO. 4, 480.52 LU.D: MED. DENSITY RESIDENTIAL WEST SolirrIlLAKE BLVD. Row. -_- _ EXISTING PAVEMENT _- - ASPHALT_- -- - ----- 0 5 343 ° 2 4 ' 41 " TAGKItJG DEPT --- - - - FOR DECEL LANE PROPOSED R*PT TURN LANE --97.79 ' IASPHALLT PAVEMENT W/ -__--_ — T-13 .'75' CONIC. CURB � GUTTEw - -- -- - - - - TRQNSITION LA►� 141'-0' = 26 .30'_ CB = 8 5) 2'7' 2 9 "E --- 4 LU.D, _ 12' DEDICATED — WALK - - 50' R. . . - ---- SIGN IV - 20' BUFFER YARD TYPE ==_ - r TAMIN C7a F APEO AREA'INTERIOR R ESE S ISLAND/ L ISL 100' STACKI 18 16 3l SF DEPTH OWNER: WALTER KIDD ZONED: C-2 0 A � � INTERIOR LS I ISLAND,,' ■ 0 ,� -, a - - 161 SF- � L I ^y 0 I N 15,120 SF ,IZ o INTERIOR O LS ISLAND Y O 1364 SF TYP. PARttT STALL j TUJO L 4NE DRIVT THRU CONC a 18 -0 I x I o, a\,I WIGP ACTOR 8' NICsN STORAGE ;) S RY ENCLOSURE MASONRY ENCLOSURE EXIT w IN RIOR WW RETEI_(1)_I0_' x_50_' — — — ASPHALT PAVEMENT L5, ISLAND N 89043'27" E 136.70' LOADING SPACE S' BUFFER YARD TYPE 'A' I — — — — � --- -- - — AREA r1A.`�ONRl' �R�EEN WALL -- - - \ 24' FIRELANE A \ LS ISLAND LS ISLAND \ YBUITER YARD 283 SF 7 Ek-fl \ 46' - TYP SITE LIGHTING \ INTERIOR LAND, POLE MOUNTED 450 WATT 15' BUILDING ' R BRONZE FNISH '� AT 30' HT. `SET5K AREA 10�21 SF LTO COMPLY WItH CITY ORDINANCES- \ y A. S' BUFFER YARD TYPE 'A, N 88°56'06" W 407. 73' I I W.R EAVES SURVEY ZONED. C-2 LU.D: RETAIL COMMERCAIL Ol SITE PLAN 0 10' sa ea tw ■ E S25°03411"W 24.59' 32' -0' �I 9I 100' STACKING EXISTING I DEPTH J HYDRANT ol° S uthldke Blvd. w N � ISite union Church ntinen!ci:. VICINITY MAP 'J. T. S. OWNER: so' � ZONED: ca 0 LU.D: MI} O'BRIEN ° — ❑ 100' STACKING EXISTING I DEPTH J HYDRANT ol° S uthldke Blvd. w N � ISite union Church ntinen!ci:. VICINITY MAP 'J. T. S. OWNER: so' � ZONED: ca 0 LU.D: MI} O'BRIEN ° — ❑ dt A MIATO ARCHITECTURE ❑ PLANNING INTERIORS ❑ 5310 HARVEST HILL ROAD ❑ SUITE 136 DALLAS, TEXAS 75230 ❑ 972.798.1010 FAX 972.788.4828 ❑ ❑ www.obrienarch.com ❑ V 0.4 ❑ .. J ❑ ___ R.O.W. NER: CARROLL ISD NED: SPI, 480-34 U.D. PUBLIC/ ❑ Hz�o o aoo❑ w a a y A � O 0 � O ■ issvB LOG COPYRIGHT OC 1999 O'BRIEN & ASSOCIATES THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN & ASSOCIATES L-1 r� C - JOHN OBRIEN - ARCHITECT z p ❑ RECiI3TRATION N0.4916 ❑ o� DATE SIGNED ❑ JOB #- 99099 ❑ DATE: 10.2&" SCALE: ❑ SHEET NO. ❑ P► c'D t 0 li 0s P I 11 S9 ZA98 -103 ■ eUWAARr CHART - IRNTERYARDB LOT 5 HOBBY LOBBY / RETAIL LOCATION / EQmED / Uff*nl ffi I= TRES LENm OF BABE I M FlOM , WDTH / TYPE HEMIT MD MATEBW- NORTH REQUIRED 195' 20' / 0 8 6 27 NONE PROVIDED 195' 20' / 0 9 8 36 NONE EAST #1 REQUIRED 727' 5' / A 11 21 85 NONE PROVIDED + 5' / A 12 23 90 NONE EAST #2 REQUIRED 589' 10' / C 39 32 73 8' SCREENINGNm PROVIDED 589' 10' / C 39 30 68 8' MASONRY WALL SOUTH REQUIRED 383' 10' / F-1 11 23 31 6 TYPE F-1 WITH 8' SCREENING PROVIDED 383' 10' / F-1 11 23 31 8' MASONRY WALL WEST REQUIRED 11055' 5' / A 11 21 84 NONE PROVIDED ++ 5' / A 11 21 85 NONE NOTES: 1. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE ADMINISTRATOR DURING THE BUILDING PERMIT APPLICATION PROCESS. CREDITS FOR A REDUCTION IN REQUIRED PLANT MATERIALS, AS SPECIFIED BY CITY ORDINANCE, WILL BE DETERMINED DURING THIS BUILDING PERMIT PROCESS. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2" IN CALIPER AND 50% MUST BE 4• IN CALIPER. THIS INCLUDES PLANTINGS IN BUFFER YARDS AS WELL AS INTERIOR TO THE SITE. 3. ACCENT/UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF 6' IN HEIGHT WHEN PLANTED 4. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITY + BUFFERYARD HAS BEEN RELOCATED - REQUIRED -727' LONG X 5' WIDE = 3,635 S.F. a PROVIDED - 3,768 S.F. ++ BUFFERYARD HAS BEEN RELOCATED - REQUIRED - 1,055' LONG X 5' WIDE = 5,252 S.F. PROVIDED - 5.334 S.F. \ LOT 5 SOUTHLAKE WOODS PHASE III �- �0 ZONED - SF20A _``PA ��� Gv D LUD - MEDUIM DENSITY RESIDENTIAL z � (CAB. A SLIDE 4751) ��' B� 5/8" I.R.F N PA 1 0 LOT 4 / \ LOT 6 O O w` BLOCK 1 / ! `.� , // N C STAR L A = LOT 3 S1OIARY CHART - NTEF10R LAND®CAPE LOT 5 LANDSCAPE X OF AREA IN CANOPY ACCENT OfiOlM COVER SEA90NAL BMA FROW OR WE IFEES IFEES C29-F-T-1COLOR SCRUEN3 REOUIRIED 41,965 75% 84 168 1,049 6,295 839 PROVDED 76,630 75% 84 168 1,050 6,295 840 NOTES: 1. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE ADMINISTRATOR DURING THE BUILDING PERMIT APPLICATION PROCESS. CREDITS FOR A REDUCTION IN REQUIRED PLANT MATERIALS, AS SPECIFIED BY CITY ORDINANCE, WILL BE DETERMINED DURING THIS BUILDING PERMIT PROCESS. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER, THIS INCLUDES PLANTINGS IN BUFFER YARDS AS WELL AS INTERIOR TO THE SITE. 3. ACCENT/UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF 6' IN HEIGHT WHEN PLANTED 4. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITY � I•. r>�. >r♦ 00•y Oar•" O�Pi � • MASONRY SCREEN LUALL LOT 2 �tr�>ri,>�`� r>>41 t r¢>> > 1►¢r,. �f . .� . - . - • Iv �'�� >s' rIPI�•.j>OI�>s'�► rIO,,�►�r a!Iw >I�► yl: s��o. • � Sri > f>ri¢4► >rr ti ell IV uj ` 0 • - �..,•>>�>io.r�.�`-¢�r►f�frI`yr�r' -.�.>f>r►errtrI>i>rter>rr>r+��r.df,• t�fI•i>i�titr�I►�s�: r>�I �r'> i?IV. -> d•�r>f�r>O �-i,r�?oL,>�,°�IIe• rtei�"¢frv►.i>�.r�¢�I,$�>'i-'�r>•'r+'i'.Nr�'.r`¢�•. r>I`•Ir��i�'' r����rr�4,' �r•t,�t.0�a��>•'`` °v�>r�,�-�..�> ' �D .��"t•r >rIv���I>�.tit>� �>r>►ri>�_t�-_ . ,>O>r�I->�4y:ir.e>►irrlli�o�tyr't�it�s�>f>�+i '•r> ��`4�°•.'�` i>rP>♦I>>t�¢'�r> I � 'sO�t->irersam�`'�t`��>►.!'•�f `��>.. i►.�.�•�:i�r , • •>�� >'ai' yy i� > r.1► >i>a tis '�' �'O" girt• r _ wIG._�l'rA_•�w�.,/ Sd!��J!� _ wi i�!Iw . • rl,�>r�� >rI>aV�.r���. � �I�E �'r ��'i i • _ . • -- ENCLOSURE TO Mo4Tr-" BLDG. I M 0, �dr.egall! Ell • • DOCK�••- • LANr )SCAFE- 5LFr-ERYARD (TYPE "C") .••- I - S NEW HOBBY LOBBY - 832 I� I POINT EXISTING - r I FT • • RE TENANT EXIT DOORS ALONG T416 SIDE ROBERT GILBERT GOODE / ZONED - C-3 LUD - RETAIL COMM. Y / \ \ �� f "W / LOT 7 2.442 AC S / )6,385 F' / / / r S 51 '25'41 "W 226.92' EXISTING 6 �DL BURGER KING // I PIA -- 1 L - - - L_- / ZONED - C-3 -- / 05/B' I.R.F.t_�Tl - -.`_ _ 112.48' � 106.50, 1 � N 51'25'41 "E EXISTING DRII/E `O "A" TO REMAIN - 0' W. X 24' D. 1/2' I.R.S. EXISTING DRIVE "15" EXISTING ,o TO REMAIN - 40' W. X 28' PARKING TO REMAIN 1 STORY 37-0' MAX HBMAT I-1/C ACCESS GENERAL NOTE ALL PAVNO FOR WALKS, DINES, PARKM STORAGE AREAS, ETC. SHALL BE CONSTRUCTED OF REINFORCED CONCRETE TYPICAL FOR ALL 8ITE8. SITS LEGEND © BUFFERYARDS INTERIOR LANDSCAPE CONCRETE OR ASPHALT PAVING UNLESS OTHERWISE NOTED e 30'-0" LIGHT POLE WITH SL SINGLE (1) LITHONIA 750W LIGHT FIXTURE m 30'-0" LIGHT POLE WITH DL TWO (2) QL 1000W LIGHT FIXTURES d9b 30'-0" LIGHT POLE WITH TL THREE (3) QL 1000W LIGHT FIXTURES $ 30'-0- LIGHT POLE WITH FL FOUR (4) QL 1000W LIGHT FIXTURES END OF EXISTING 8'-O" WIG MASONRY SCREEN WALL EXISTING 8'-0" NI6%44 MASONRY SCREEN WALL OTTIS F. COLLINS ZONED - SP-1 LUD - MIXED USE \\ S \\ 89 \\ ` 66 SffE DATA SUMMARY EXsnNG ZONNQ C - 3 PROPO� ZON40 C-3 LAD USE DEBIONATION RETAIL COMMERCIAL GRIOW ACREAGE:- LOT 5 - 400,914 S.F. 9.20 ACRES LOT 6 - 37,601 S.F. .86 ACRES TOTAL ACREAGE:. 438,515 S.F. - 10.06 ACRES NUMMR OF PROPOB) LOTS 2 PROPOSED FLOOR AREA: LOT 5 - 83,929 S.F. LOT 6 - 5,000 S.F. CUMULATIVE FOR THIS SITE PLAN - 88,929 S.F. FLOOR AREA BY 119E LOT 5 - RETAIL - 75,729 S.F. LOT 5- RESTAURANT - 8,200 S.F. LOT 6 - RETAIL - 5,000 S.F. PERCENTAGE OF SITE COVERAGE LOT 5 - 20.93% LOT 6 - 13.30% CUMULATIVE FOR SITE PLAN - 20.28% AREA OF OPEN SPACE: LOT 5 - APPROX. 102,845 S.F. LOT 6 - APPROX. 6,945 S.F. CUMULATIVE FOR THIS SITE PLAN - 109,790 S.F. PER(nTTAGIE OF OPEN SPACE LOT 5 - 25.65% LOT 6 - 18.47% CUMULATIVE FOR THIS SITE PLAN - 25.04% AREA OF I1IPERVIOIIS COVERAOIE: LOT 5 - APPROX. 298,069 S.F. LOT 6 - APPROX. 30,656 S.F. CUMULATIVE FOR THIS SITE PLAN - 328,725 S.F. PERCENTAGE OF bPEiiV10U8 COVERAGE: LOT 5 - 74.35% LOT 6 - 81.53% CUMULATIVE FOR THIS SITE PLAN - 74.96% START OONSTRUCTION 02100 F VMH 0ONSTRUCTION 10 00 1��6ER OF STORK LOT 5 - 1 LOT 6 - 1 MAXIIItN BLtDM FEIC,K- LOT 5 - 47'-6" LOT 6 - 18'-6" RE(XARED PAHCNG; LOT 5 - RETAIL - 379 SPACES LOT 5 - RESTAURANT - 82 SPACES LOT 6 - 25 SPACES TOTAL REQUIRED - 486 SPACES 10% PARKING ALLOWANCE - 48 SPACES CUMULATIVE FOR THIS SITE PLAN - 438 SPACES PROVDED PAF#U40 TOTAL- LOT 5 - 401 SPACES LOT 6- 41 SPACES CUMULATIVE FOR THIS SITE PLAN - 442 SPACES LOADNO FEOI� - 4 AT 10' X 50' LOADHO PROVD® - 4 AT 10 X 50' 322• (CONCRETE) TENANT EXIT DOORS L l I I I I 1 I I I I I 0 \8 ALONG TNIS SIDE L \ ANT EN D'� N ALONOLTNI3 SIDE 3 \ \ � f NEW RETAIL 'B'o / 58• 12,375 S.F. --�f ` \ ��;� 9,,y / a / v \ 5 9 58'-7 56'-7 91 " 1i 2 a b Ia I \ EXISTING DRIVE N p/ 1 / /� TO REMAIN 25' W. X 25' D. \ R 38' 221� ALONG T"IS SIDE - r / .'SO- 15' UTILITY ES T. -0" FIRELANE 'X' IN CONC FND. 'X' IN CONC FND. - - - EXISTING 30-0" FIRELANE LO 5 -! �L _ 22t* - -22W - - , - - -2+30 UL - - - - - - - / - - - - - --7 - --- -- -- -- 93- '9f -� It t, to 1s to to 1 A TE \ \ ` / 4 �1 15 15 N 51 26' . DO' u T 5 D \\ \/ / �OTTIS F. COLLINS AC o f 4 I / P �� ZONED - C--2 B 1 \ \ \ / �P\/ LUD - RETAIL COMMERCIAL ,-'SOU C G I L OS \ a / O o� S E 23 �N 1i 1 TD P Z- D-E oN - 3 R I oMM. !t C AMERIC CLOT / -/ / - 7 A 93-124 / / \ \ _-- EXI ING 0RtvE "G" DRAINAGE cASEMENT V S V A T N Jc- ED RETAIL 66MM. ' T REMAIN - 40' W. X ' D. / tf T / AND A TRASH 51 ' 138. 1 2R N TOM LDG. 365• 365 - �i J ( A 3-7 sL-9�j•� / / . ,-.,An BL - 365• - - 1. R S. 365 365 :---_ _ �, - - - - - 24'-0" FIRELANE 1/2 S EXISTING 25'-C" FIRELANE R � S 1'25'41'W_ 1/2 I.R.S. � � � / DK l 7 -i SL / X\ JQ' ID61 7 N I - o / DREWS REALTY � LL LOT 4, BLOCK 1 0 - RETAIL •C• o x ( ZONED C-3 LOT 5R4-R2 �l 5,000 SF. `�' I LUD - RET IL COMM. / ZONED - C-2 / + m �..� 0 BEL RP. / / LUD - RETAIL COMMERCIAL =�8-b EXISTING �V'� LOT 3W ISTIN DRIVE "F" X Q W O RAIN - 30' W. WDONALD'S I- m A 9 3Z-12 / PORKERS CORNER ,,1 tir x I 1 S'M W E /C d b _ _ i (CAB. A SLIDE n, L DE 3195) R fiT3� 0.8&_3- %/ 7 ��5+ EXISTING 25'-O" FIRELANE -DL - - - - - - - - - - - -SL / \ \ (37,60 S> F �j�" RETE) 25' 3*TIL. ES MT. 991� I TO REMAIN Ul X 24' D. 25' i/ L. Es'MT lo DL % 598. 73' � / - N 50'40'28 "E ^' 218.27 '. 51 '25'41 "E 516.5 7 / n 1/2 I.R.S. " f EXISTING DRIVE •D J EXIS111" s DRIVE- 20 0 LANDSCAPE 30x50 ACCESS � BUFFERYARD (TYPE "E") EASEMENT a) P L A C FE OF TO REMAIN - 40' W. X 28' D. TO REMAIN - 40' W. X ' D. / 498'-6 11/16" (SHOWN DASHED) � - 249'-�" ISO'-6• -14 1 14 11 14/ ---------------- - - - - -- -- - - - - - - - - - - - -- D = 0430'01" ------ -------- -- --- -- -- - - 9 -- -_----------------- N 5175'41"E R = 2799.79 F.M. No. 1709 (SOUTHLAKEBLVD.) / L = 219.91 CONCRETE PAVEMENT / CH = 219.85 N 53'46' 11 "EU4 j( -- --------- SCHLOTZSKYS REAL _STATE INC. w w w 0 w 9 LOT 1 4 q ZONED - C-2 / / / �// SHUNAIL CORP. INC. a � u e 9 u LUD - RETAIL COMMERCIAL WOODBRIAR WOODBRIAR / / �/ LOT 4R3 ZONED - C-3 SIIMIARY CHART - BUFFERYARD6 LOT 6 RETAIL LOCATION L RE MEED / EON= Lei ffiFFERiAW WDTI 1 / TYPE ISM ACC 11-90TH OF pea II NORTH REQUIRED 185' 20' / 0 7 6 26 NONE PROVIDED 20' / 0 11 7 32 NONE EAST REQUIRED 203' 5' / A 12 8 31 NONE PROVIDED •• 5' / A 12 1 9 31 NONE SOUTH REQUIRED 185' 5' / A 2 4 16 NONE PROVIDED **+ 5' / A 2 4 16 NONE WEST REQUIRED 203' 5' / A 2 4 16 NONE PROVIDED *+++ 5' / A 2 1 4 16 NONE NOTES: 1. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE ADMINISTRATOR DURING THE BUILDING PERMIT APPLICATION PROCESS. CREDITS FOR A REDUCTION IN REQUIRED PLANT MATERIALS, AS SPECIFIED BY CITY ORDINANCE, WILL BE DETERMINED DURING THIS BUILDING PERMIT PROCESS. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2" IN CAUPER AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES PLANTINGS IN BUFFER YARDS AS WELL AS INTERIOR TO THE SITE. 3. ACCENT/UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF 6' IN HEIGHT WHEN PLANTED 4. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITY • BUFFERYARD HAS BEEN RELOCATED - REQUIRED - 185' LONG X 20' WIDE = 3,701 S.F. PROVIDED - 3,781 S.F. *+ BUFFERYARD HAS BEEN RELOCATED - REQUIRED - 203' LONG X 5' WIDE = 912 S.F. PROVIDED - 991 S.F. «++ BUFFERYARD HAS BEEN RELOCATED - REQUIRED - 185' LONG X 5' WIDE = 875 S.F. PROVIDED - 1,095 S.F. ++++ BUFFERYARD HAS BEEN RELOCATED - REQUIRED - 203' LONG X 5' WIDE = 914 S.F. Ej PROVIDED - 1,095 S.F. MANAGEMENT LTD MANAGEMENT LTD / / QP / M&- FOOD MART ,� LUD - RETAIL COMMERCIAL LOT 2 LOT 3 / / �Q /�' 41 ZONED - C-2 / = APPROVED SITE PLAN ZONED - C-2 ZONED - C-2 A U D R E Y LUD - RETAIL COMMERCIAL / / �Q fi J. G. A L L EN NO. 18 A D D N. LUD - RETAIL COMMERCIAL LUD - RETAIL COMMERCIAL THEO BROWN / LOT 1 / / �P / / ZONED - AGRICULTURE 9LOCK 1 (CAB. A SLIDE 4649) J,3 ,�, LUD - RETAIL COMMERCIALLOTS 1, W. R. EAVES SURVEY No. 500 ADDN. _ (CAB. A SLIDE 2833) CORNER ADDS',. / (CAB. A SLIDE 981) / LOT 2 / BLOCK 1 8lJA*AARY CHART - ]INTERIOR LAf DOCAPE LOT 6 LAB E)SC X OF AREA N GROUND COVER SEASONAL C99. FT. I E fEA FRONT OR 8DE I MM TREES COLOR REOUFED 2,500 75% 5 10 63 375 50 PROVDED 2,607 75% 5 10 63 380 50 NOTES: 1. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE ADMINISTRATOR DURING THE BUILDING PERMIT APPLICATION PROCESS. CREDITS FOR A REDUCTION IN REQUIRED PLANT MATERIALS, AS SPECIFIED BY CITY ORDINANCE, WILL BE DETERMINED DJRING THIS BUILDING PERMIT PROCESS. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES PLANTINGS IN BUFFER YARDS AS WELL AS INTERIOR .O THE SITE. 3. ACCENT/UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF 6' IN HEIGHT WHEN PLANTED 4. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITY NOTE: SHADED AREA NOTES EXISTING SITE AREA VIGNITY NAP 60' 0 120' Mom SCALE: 1" = 60' T W I C H E L L ARCHITECTURE PLANNING CONSTRUCTION INTERIORS MICHAEL F. TWICHELL, L.P. 3624 OAK LAWN AVE. SUfTE 320 DALLAS, TEXAS 75219 214. 521. 3066 FAX 214.599.0583 A PROJECT FOR. DFXWS FXALTY GROUP 580 COMMERCE STREET SUITE #400 SOUTHLAKE, TX 76092-9113 r � u SOUTHLAKE, TEXAS CASE # 99-092 SITE PLAN 1" - 60'-0, REV. DATE DESCIR11IFT10N 06.3020 PRELJ111/VARY 8rrE PLAN - 10.1m Fm CTTY RENEW SITE PACK GE � 51999 t�V PROJECT : 98490 D 1 SHEET SP1-1C 98490-spl.l.dwg 8-27-98 3:28:46 pm EST amity of Southlaks, Texas / Comprehensive Zoning Ordinance / Section 43 !Overlay Zones) / II (corridor Overlay Zone) / 43.9 (Development Regulations) / G. (General Development Standards) / I. (Architectural Standards) / c. (Facade articulation) / Items I. MATERIALS NOTE: ALL MATERIALS ARE TO MATCH EXISTING RETAIL CENTER - WEST DOCK WALL WALL HEIGHT = FACADE ELATION HORIZ. ARTICULATION VERT. ARTICULATION REQD. PROv. READ. F ROv. MAX. WALL LENGTH (3 X WALL HEIGHT) 84'-0" 40'-0" 84'-0" 40'-0" MIN. ARTIG. OFFSET (15% OF WALL HEIGHT) 4'-311 4'-811 4'-3" 4'-8" MIN. ARTIC. LENGTH (25% OF MAX. LENGTH 10'-0" 40'-0" 10'-0" 40'-0" EITHER ADJ. PLANE) WEST SIDE WALL WALL HEIGHT = 28'-0" FACADE ARTICULATION HORIZ. ARTICULATION VERT. ARTICULATION READ. PROv. REQD. F'ROv. MAX. WALL LENGTH (3 X WALL HEIGHT) 84'-0" 82'-8" 84'-0" 41'-4" MIN. ARTIC. OFFSET (15% OF WALL HEIGHT) 4'-311 4'-8-1 4'-3" 4'-8" MIN. ARTIC. LENGTH (25% OF MAX. LENGTH 20'-8" 41'-4" 20'-8" 41'-4" EITHER ADJ. PLANE) 04 WEST ELEVATION FACADE Af�T�ICULATION SOUTH WALL WALL HEIGHT = 28'-0" HORIZ. ARTICULATION VERT. ARTICULATION REQD. PROv. REQD. PROv. MAX. WALL LENGTH (3 X WALL HEIGHT) 84'-0" 58'-0" 84'-0" MIN. ARTIC. OFFSET (15% OF WALL HEIGHT) 4'-3" 4'-8" 4'-3" 4'-8" MIN. ARTIC. LENGTH (25% OF MAX. LENGTH EITHER ADJ. PLANE) 03 SOUTH ELEVATION FACADE ARTICULATION EAST WALL WALL HEIGHT = 28'-0" ARTICULATION VERT. ARTICULATION REQD. REQD. PROv. REQD. PROv. MAX. WALL LENGTH (3 X WALL HEIGHT) 84'-0" 81'-4" 84'-0" 81'-4 MIN. ARTIC. OFFSET (15% OF WALL HEIGHT) 4'_311 4'-8" 4'-3" 4'-8 MIN. ARTIC. LENGTH (25% OF MAX. LENGTH 20'-0" 23'0" 20'-0" 20'-C ' EITHER ADJ. PLANE) 02 EAST ELEVATION FACADE ARTICULATION NORTH FACADE WALL WALL HEIGHT - 28 -0" HORIZ. ARTICULATION VERT. ARTICULAT'ON REQD. PROV. REQD. PROV. MAX. WALL LENGTH (3 X WALL HEIGHT) 84'-0" 56'-�" MIN. ARTIC. OFFSET (lrp% OF WALL HEIGHT) 4'_3 14'-0" 4'-3" 4'-8 MIN. ARTIC. LENGTH (25% OF MAX. LENGTH 18'-9" 56'-i" 15'-0" EITHER ADJ. PLANE) NORTHWEST DOCK WALL WALL HEIGHT = 28 -0" FACADE HORIZ. ARTICULATION VERT, ARTIGULATION AR�I�ICULATbN REQD. PROV. REQD. PROv. MAX. WALL LENGTH 84'-0" 10'-10" 84'-0" (3 X WALL HEIGHT) MIN. ARTIC. OFFSET N/A N/A N/A N/A (15% OF WALL HEIGHT) MIN. ARTIC. LENGTH (25% OF MAX. LENGTH N/A N/A N/A N/A EITHER ADJ. PLANE) 01 NORTH ELEVATION 141' - 6 " T.O. ROOF PEAK 132'-8" T.O. PARAPET 128'-0" T.O. PARAPET 114' - 4 " T.O. ENTRY OPENING FIN. FLR_ N 82'-8 41' -4" 40 -0° 40 -0" 40' -0 SOUTHWEST SIDE WALL = 124'-0" SOUTHWEST DOCK WALL 120'-0" riiv. r:-ram. I - --- - - ---- - 22'-0" 4-l' -6" 58' -0" 4T'-(v" 35'-2" v 81' -4" 81'-4 L 81'-4" Pl/'naTLll i 1>= 4T f7nrie I IAI I - 1n' _ 1T" 132'-8" h T.O. ARTIC. 128' -0" h T.O. PARAPET 100' -0" FIN. FLR. 146'-4" h T.O. ROOF PEAK 132'-8" oL T.O. PARAPET 128'-0" h T.O. PARAPET 111'-2" 4 T.O. STOREFRONT 100'-0" h FIN. FLR 4 �881 ARCHITECTURE PLANNMG CONSTRUCTION MICHAEL F. TWICHELL, LP. 3624 OAK LAWN AVE. SINTE 320 DALLAS, TEXAS 75219 214. 521 . 3066 FAX 214.599.0583 EMAIL TWICHELL•TICNET.COM A PROJECT FOR- DREWS REALTY GROUP 580 COMMERCE STREET SUITE # 400 SOUTHLAKE, TEXAS 76092-9113 I jo ME KAMM m I I I SOUTHLAKE, TEXAS CASE # 99-092 EXTERIOR ELEVATIONS 3/32" = 1'-0° REV. DATE DESCMMON 10-11--W PER CITY REVEW REn N 0 V 15 1999 PwmEcT : 98490 SHEET RA2.1a PEAK OF TOWER ELEv.. 132'-0" TO. ROOF ELEv. - 12T-611 T,O. PARAPET ELEv, FINISH FLOOR ELEv. • 100'-011 oR -•` 2NORTH ELEVATION -RE=TAIL'A' 1,8" l I' -0,1 PEAK OF TOWER ELEv. - 132'-0" T.O. ROOF ELEv. = 122'-6" T.O. STOREFRONT ELEv. - 109-4" FINISH FLOOR ELEV. - 100'-0" Mom 1- 0 I I/ 1 I I 9' - SC " 1 ' 1 II I - /NII 7' _n11 I� -C II ARCHITECTURE PLANNING MICHAEL F. TWICHELL, L.P. S"10tirvt*"-*hiLf.L� "-. 1Y.uov.vCn�i .*-Dy140-a . ,-+-figninwom 3624 OAK LAWN AVE SUITE 320 DALLAS, TEXAS 75219 214. 521. 3066 FAX 214.599.0583 EMAIL TWICHELL*TK:NET.COM A PROJECT FOR. IDREWS REALTY GROUP 580 COMMERCE STREET SUITE # 400 SOUTHLAKE, TEXAS 76092-9113 71R�o ,' SOUTHLAKE, TEXAS CASE # 99-092 EXTERIOR ELEVATION 1/81 a T-0* FEY. DATE DET10N 10-ti-W PBS Crrf YEW 1 WEST ELEVA 1/8" ■ 1'-011 maxcT : 98490 SHEET RA2.2a .:yv:'�. _}1tiC' �1,.•.r. A+.;'t p',H :M' 7 v.:.. I ... .. .lpl .. G. . .C:« l.,' # 3�ySRt' 'r'V..S�if' `�I�I +`C.. 'T ^... r',L ,.ILT�.-C-Y""rY F: '.TA W\ "4'.: kL4- :$7m.A� .:.lt''1M'4' i�1RZ•'ra '"".I�a..'Y�%+:'ASI`+' �K "kAtiNJ1iTR!SA6RYtl �.' %%iY TY`ZY 3::'K. + Ri'� :S.t.. e..'$v... "AM i�.�, �i....we .'�s �.7!' �a�+K� V4� 5 Yatiaa6 � ' 4�fw„ti?Y s►#+ � °. ,.)W."lFi' k., *�. x ± r i s s~Y`4+Y t rn rn v m ai 0 Ln CV U C T.O. ROOF ELEV. = 122 -6" T.O. PARAPET ELEV. = 119'-O" T.C. STOREFRONT ELEV. = 109 -4" FIN164 FLOOR ELEV. - Imm'-m" iiiii T W I C H E L L ARCF11 ECTURE PLANNING CONSTRUCTION MICHAEL F. TWICHELL, L.P. 3624 OAK LAWN AVE. SUITE 320 DALLAS, TEXAS 75219 214. 521. 3066 FAX 214.599.0583 EMAIL TWICHELL•TICNET.COM A PROJECT FOR- 580 COMMERCE STREET SUITE # 400 SOUTHLAKE, TEXAS 76092-9113 PHASE IR SOUTHLAKE, TEXAS CASE # 99-092 EXTERIOR ELEVATION 1/8" = T-0' FEV. DATE MSCAPT10N 1 10-11-99 FEVISED ARTICULATION PROJECT 98490 SHEET RA2.2c R X.,.,. :14�Q',:a�""�.3t',w�4ru"".�5,!�..,Ci._ '�.� g�4..w�r�;v';�t�...,:a......, ti��t+o«� _, o,.,xsar"�n�.:i's'��,�:�'+�ir`Sd'.�'��it��C'�. ;c.� .�bi'stic',:.. .,, s.��:;t,s;�,iS4,-.+;�s�°,L�'?s.,..' �"�y:$�(»�;4:.:�.,.,�"."�':?s.,,...,�, �. ..• �'a�Ct.>��!'.�,fi� :�.31f.:. 1 r t=- m GCT A I I I'M" IN 35'-101%"1. 11 25'-411 42'-8" L 25'-435'-101iz" 2 SOUTH ELEVATION - RETAIL "B' 3/16" - 1'-011 -2" 1 NORTH ELEVATION - RETAIL ABA 3/16" _ -0" IS'-E, 5/8" 2'-8" 18'-6 5/811 1-211 NOTES: 1. THE ARTICULATION TABULATIONS FOR THE EAST AND WEST WALLS DO NOT APPLY DUE TO THE LOCATION OF RETAIL "B". RETAIL 11B" IS SANDWICHED BETWEEN TWO LARGER BUILDINGS ON THE EAST AND WEST SIDE. 2. ALL MATERIALS WILL MATCH THE MATERIALS ON THE EXISTING RETAIL BUILDINGS. 181-6 9/16" III VENEER TO MATCH EXISTING STOREFRONT FRAME 18'-6 9/16" '-2" 18'-6 5/811 2'-8" � � e _I 18'-6 5/811 18'-6 5/811 l ''-611 PET FL— R T W I C H E L L ARCHITECTURE PLANNING CONSTRUCTION INTEFfOR3 MICHAEL F. TWICHELL, L.P. 3624 OAK LAWN AVE. SUITE 320 DALLAS, TEXAS 75219 214.521.3066 FAX 214.599.0583 EMAIL T WICHELL•TICNET.COM A PROJECT FOR. DREWS REALTY GROUP 580 COMMERCE STREET SUITE # 400 SOUTHLAKE, TEXAS 76092-9113 PHASE IR SOUTHLAKE, TEXAS CASE # 99-092 EXTERIOR ELEVATION 3/16" = 1'-0" REV. DATE DEBCFAwnON M-11-M PM CffY REVIEW PROJECT: 98490 WQ9 N O V i j 1959 SHEEr kj RA2.3c y� ��..��.,w�s�,�u�.n ��4Q. y,tEG.e�..�' •.� •{. .. .�v,,.� .t .a > 1. � .<... -. .•vM�.�` :+"f�i LR. .�y.��k,�"1�'�.�-�. e:�"^ . �.. -.�. N.'Oti• > `W`" T: � �:�`t"_y�y �w. £� .. ...- l ,y�>� . .. a�..:✓Z}:tt�fg•9{'^ s.:'%WF:DX:Ni.:4YFatj'..x AAI..�:w-^'4:": ia�1^. e. .YG''iA"J,•`i�� •,R��.`47'if'ac._��'�L.- t'i VS. •� .w .�^+�` '. l• a ,.9�1 dam. .'�f. . {i"'�'>Tt+l„ ..� -c1[K' ., +�A�'» .�ic4" ?kt:i'.S-�i�..r�,.�T�4�,.��r..... .'@`... .. >•..- ;o ...�. .. :. ,�.. , ,1 •�+r„ rr , �4'.�-.. "'�^.r'T' .. *�.. , ; '•w �lt�r''�a7'f�"' .�-•. . �...►: `.�1"x:'�t�,.'n�w.'�'rf•. ,a.;r�r .:,,. '�"''r"k< -x� a..,, �tr�*�i�'.4 • h` ' .. •-v '� n 1' c: .,r >' "'.. `�.•'0�!w:' :t _ s�'•?�'Fn"'I�t> � ..� .:. Y'-.. �, 1i.4�3t .•�i. '� s .�.'�:... ...�n.1_ w' .. +4., ., "x/'•w ... � �L �,{,*A „"' ..�yQ•t ihr�`r,�'is'�!.'�`".s3r''i�l:9a.�:.: ''.�-'"��.L .. - ,... - „.. � L.�...`�. - 118'-roll h T.O. NIGH PARAPET i_ 116'-0 TH—�—T.iE "nT.O. PARAPET City of Southlake, Texas / Comprehensive Zoning Ordinance / Section 43 (Overlay Zones) / II (Corridor Overlay Zone) / 43.9 (Development Regulations) / C. (General Development Standards) / 1. (Architectural Standards) / c. (Facade articulation) / Items i. E ii. f 1 + 2'-2" 16'-0" �, 2'-2" 15'-2" 16'-0" '•_.-.,.�p:r.rr�--. ... _. �., ., ,a^o.%�r,�„•m.q•�-wr_. .r-�'�.:176�.�'R'�N _iR•�_-,-�,1�+!F �.. -, "'""' �`e"�"?.""'�.e.`,�`,."'�" .. 21'-gll 21'-4" 110'-0" OL B.O. CANOPY I00'-0" OIL FIN, FLR. WEST ELEVATION — RETAIL *Cn 1; a s T.O. HIGH PARAPET llro' -O" -- r _ -- T,O. PARAPET r-V 1-��- EIFS DECORATIVE - -L-- CORNICE a '- i__� TEXTURED FINISH WALL PANEL 1 100, FIN. FLR,OIL 3 SOUTH ELEVATION — RETAIL *C" EAST ELEVATION — RETAIL "C" 2 '/4 na�_i II FACADE WEST WALL WALL HEIGHT = 16'-O" HORIZONTAL ARTICULATION VERTICAL ARTICULATION ARTICULATION REQUIRED PROVIDED REQUIRED PROVIDED MAX. WALL LENGTH (3 X WALL HEIGHT) 46-0" 45'-5" 46-0" 45'-S" MIN. ARTIC. OFFSET (15% OF WALL HEIGHT) 2'-5" 2'-roll 2'-5" 2'-(o" MIN. ARTIC. LENGTH (25% OF MAX. LENGTH III -roll 21'-4" 11'-roll 21'-4" OF EITHER ADJ. PLANE) SOUTH WALL WALL HEIGHT = 1(o'-O" FACADE HORIZONTAL ARTICULATION VERTICAL ARTICULATION ARTICULATION REQUIRED PROVIDED REQUIRED PROVIDED MAX. WALL LENGTH (3 X WALL HEIGHT) 46-0" 41'-0" 46-0" 41'-0" MIN. ARTIC. OFFSET (15% OF WALL HEIGHT) 2'-5" 2'-roll 2'-5" 2'-roll MIN. ARTIC. LENGTH (25% OF MAX. LENGTH16'-O" 10'-3" 16'-0" OF EITHER ADJ. PLANE) EAST WALL WALL HEIGHT = 16'-0" FACADE HORIZONTAL ARTICULATION VERTICAL ARTICULATION ARTICULATION REQUIRED PROVIDED REQUIRED PROVIDED MAX. WALL LENGTH (3 X WALL HEIGHT) 48'-O" 45'-8" 48'-0" 45'-8" MIN. ARTIC. OFFSET (15%o OF WALL HEIGHT) 21-5" 2'-roll 2'-5" 2'-roll MIN. ARTIC. LENGTH (25% OF MAX. LENGTH III -roll 21'-4" III -roll 21'-4" OF EITHER ADJ. PLANE) NORTH WALL WALL HEIGHT = 16.'-O" FACADE HORIZONTAL ARTICULATION VERTICAL ARTICULATION ARTICULATION REQUIRED PROVIDED REQUIRED PROVIDED MAX. WALL LENGTH (3 X WALL HEIGHT) 46'-0" 27-8" 45'-0" 2-'-8" MIN. ARTIC. OFFSET (15% OF WALL HEIGHT) 2'-5" 8'-roll 2'-5" 2'-(o MIN, ARTIC. LENGTH (25% OF MAX. LENGTH -11_0" 20'-0" i'-0" 20'-0" OF EITHER ADJ. PLANE) a )RTH ELEVATION — RETAIL "Cl NOTE: ALL MATERIALS ARE TO MATCH EXISTING RETAIL MATERIALS T W I C H E L L ARCHITECTURE MICHAEL F. TWICHELL, L.P. 3624 OAK LAWN AVE. SUITE 320 DALLAS, TEXAS 75219 214. 521. 3066 FAX 214. 599.0583 EMAIL TWICHELL•TICNET.COM A PROJECT FOR. 580 COMMERCE STREET SUITE # 400 SOUTHLAKE, TEXAS 76092-9113 -as 04F61.4 11 1 rhalwil PHASE III SOUTHLAKE, TEXAS CASE # 99-092 EXTERIOR ELEVATIONS 1/4" = 1r-Ow FEY. DATE DESCRPflON 1 10-11—W REVISED ARTICULATION RECD N Q V �. 51999 Pwxec-T : 98490 8HWr RA284b L ,, .. .. �,. y�� :�. wz .r> ... _ ... _. .-. _..» 1.. `,"w .,�..-',4_�.w _ . �-' .P.y:•: `1;. . ,. �',5v^:•�!�?- , .il>A:,, �'�`>.:`.S'�eroaK•.... >.�.'-= .�`�w�.�C+'1k�..'�Y:'ib�'�. _ .;- � Lam'. ` :k �' ... is ., 3t,:�.+^,t''?s�`2.�..a�i'"�b�`�',�-a..�.. 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