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Item 7B - Plans
i TEXAS FIRM #14199 SITE DATA SUMMARY LOT 2R1 LOT 4R TOTAL EXISTING ZONING SP-2 SP-2 - PROPOSED ZONING SP-2 SP-2 - LAND USE DESIGNATION RETAIL/COMMERCIAL RETAIL/COMMERCIAL - GROSS/NET ACREAGE 7.468 AC 325,295 SF 1.075 AC 46,814 SF 8.54 AC 372,109 SF NUMBER OF PROPOSED LOTS 1 1 2 PERCENTAGE OF SITE COVERAGE 30.05% 9.98% 27.52% AREA OF OPEN SPACE 36,437 SF 13,970 SF 50,407 SF PERCENTAGE OF OPEN SPACE 11.20% 29.84% 13.55% AREA OF IMPERVIOUS COVERAGE 288,858 SF 32,844 SF 321,702 SF PERCENTAGE OF IMPERVIOUS COVERAGE 88.80% 70.16% 86.45% GROSS BUILDING AREA 98,300 SF 4,788 SF 103,088 SF NUMBER OF STORIES 1 1 - MAXIMUM BUILDING HEIGHT 35'-0" 35'-0" - PROPOSED FLOOR AREA 97,741 SF 4,672 SF 102,413 SF PROPOSED FLOOR AREA BY USE FOOD STORE RETAIL RESTAURANT TOTAL 63,959 SF 28,782 SF 5,000 SF 97,741 SF - 2,572 SF 2,100 SF 4,672 SF 63,959 SF 31,354 SF 7,100 SF 102,413 SF REQUIRED PARKING PARKING RATIO PROVIDED AT 1/273 SF 376 SPACES PROVIDED PARKING STANDARD OFF -SITE STANDARD (PARK PROPERTY) HANDICAP TOTAL 315 SPACES - 13 SPACES 328 SPACES 28 SPACES - 2 SPACES 30 SPACES 343 SPACES 18 SPACES 15 SPACES 376 SPACES REQUIERD LOADING SPACES 2 SPACES - 2 SPACES PROVIDED LOADING SPACES 3 SPACES - 3 SPACES AREA OF OUTSIDE STORAGE - - - PERCENTAGE OF OUTSIDE STORAGE - - - ANTICIPATED SCHEDULE OF DEVELOPMENT CONSTRUCTION START DATE: CONSTRUCTION END DATE: Feb-99 Oct-99 Dec-21 Jun-22 - - m BICENTENNIAL PARK ADDITION CALLED 6.0 ACRES DOC. NO. D220044872 CITY OF SOUTHLAKE, TEXAS L.U.D. -PUBLIC PARKS /OPEN SPACE — — — - P.R.T.C.T. VOL. 10345, PG. 278 OWNER: CITY OF SOUTHLAKE D.R.T.C.T. _ _ N89°08'03"E 518.15' _ I 5 3 ■ 10' B BUFFERYARD �w \ ©® \. EX. FH 36.5' COMMON ACCESS, UTILITY & DRAINAGE ESMT LU 0 EX. CURB INLET GALS. A, 6LIUL 95JP-R-I U. I`— ss ss 1OMSONRY SCREENING WALL 0) co � -------��----��---- -----I---��—� m 06 X °' BLOCK 6,LOT 2 10' \, s w hu DIAMOND CIRCLE ESTATES MASONRY. TRASH COMPACTOR 70' Xy \ G o SECOND INSTALLMENT CRE NING RECEIVING DOOR LOADING DOCK \ VOL. 388-181, PG. 68 ALL 0 5' UTILITY ESMT PER P.R.T.C.T. EXIT DOOR \ 124.53' U CAB. A, SLIDE 5299 ZONED - SF-1 P.R.T.C.T. DOCK DOORS ss \ L.U.D. - LOW DENSITY O FIRE EXIT DOOR \ OW R2271, RESIDENTIAL SMALL TRUCK LOADING \ \ © FH • — — — — O — OWNER - LONGTI SUN o � n `� � 9.54' (oX; co w EXISTING TRASH > ENCLOSURE L _ — — o F 58 5' ±12.44' LOT 2R1 I I O 7.47 AC (325,295 SF) TENNANT EXIT DOORS ALONG THIS SIDE TAX PARCEL NO. 07389620 I DRAINAGE ESMT PER CAB. A, SLIDE 5299 100 WEST SOUTH LAKE BOULEVARD P.R.T.C.T. "TOM THUMB FOOD STORE" USE: FOOD STORE > MAX HEIGHT: 35'-0" I Lu p ONE STORY MASONRY BUILDING Lu I U) (73,171 SQ. FT.) I °' Z I w BLOCK 6, LOT 3 11.4' I ND CIRCLE ES I DISECOOND I INSTALLMENT VOL. 388-181, PG. 68 P.R.T.C.T. 10' UTILITY PER CAB. A, I ® ZONED-SF-1 CONCRETE SIDEWALK SLIDE 5299 P.R.T.C.T. I Q TENANT ENTRY DOORS I w L.U.D. -LOW DENSITY ALONG THIS SIDE u ILL RESIDENTIAL _ m w I° OWNER - WILLIAM Cil} rn — _ o FLEMINSTER z z ,,. . I I R7n, . I -I PLANTER O7 C`ti C C C_ L C ... ' w J 6 C_ C. } W---------- Q " 10'X50' LOADING o I I LIGHTPOLE � 30' COMMON ACCESS ESMT. ,�'C T N � — — — I — — — rn —�`^ -cow> I 1, (TYP.) �� PER CAB. A, SLIDE 5299, P.R.T.C.T. 24.4' FL I I — 1�— 1��4 — — 1� I +I o — — — —,Lr--� F H i — 2U-6s- -rl I I 7 r 1 PLANTER I " 11 10 8 O IX I 10 ® Oj 5 II wZo ClQ I I I BLOCK 6, LOT 4 DIAMOND CIRCLE ESTATES SECOND INSTALLMENT TRACT 3 I X w 0 I © I w I 5 Q VOL. 388 181, PG. 68 MEMORANDUM OF LEASE w Q z 0 P.R.T.C.T. PARKING AREA © I I r l I w VOL. 14389, PG. 20 I o o I I U `"i9 w ZONED-SF-1 VOL. 15286, PG. 335, D.R.T.C.T. I m >- c`n�l in E- w I I z '� I o L.U.D. -LOW DENSITY T.C.C.F. NO. D207132980 I I Y z H= 1.. w 0 I I m 5 I RESIDENTIAL C�J } w I x EXISTING TRASH ENCLOSURE I r l = X w w rn I I w U it 5 I w OWNER - WILLIAM SUMMARY CHART - LOT 2R1 INTERIOR LANDSCAPE I cn = z I r I > U I FLEMINSTER O}ZoX 10 w p O I I 30'B.L.PER I p Q 7 I U I U I O CAB. A, SLIDE 5299 OF ARE IN CANOPY ACCENT SHURBS GROUND SEASONAL CALLED 3.829 ACRES H H 00 w \ REQUIRED LANDSCAPE I w cn I I w 9 5 P.R.T.C.T. FRONT OR TREES TREES 5 GAL. COVER COLOR WYNDHAM INVESTMENT PROPERTIES INC. �- w / PROVIDED AREA (SF) o o z a U SIDE (1 PER 500) (1 PER 250) (1 PER 40) (SF) 15 /° 2 /° VOL. 12561, PG. 334 I o U I z D.R.T.C.T. 2 r` r l 0 0 PLANTER I w rn I O 8 LOT 2R1 ° �J 9 U) LO U L. . ALL NO. 686 AD O I REQUIRED 24,307* 75 /0 40 81 405 405 486 SF L.U.D. - PUBLIC PARK / OPEN SPACE I I O w w I 10 CAB I T A, SLIDE 99, , U OWNER - CITY OF SOUTHLAKE I I U O Q P.R.T.C.T. R11' 3: PROVIDED 27,602 75% 28 24 324 6,052 552 SF BICENTENNIAL PARK ADDITION N 12 8Co 0 DOC. NO. D220044872 ch I X I `� O Q O L.0 D RETAIL / COMME A I } Z *NOTE ANY CREDITS USED IN CALCULATIONS: P.R.T.C.T. °c�.i I w ; I � Q I 13 o I X_ JCL U � A. REQUIRED LANDSCAPE AREA WAS REDUCED BY 10% FOR LANDSCAPING OR r I ; IJ 00 n I D 1��N — — w > m U)R.O.W. AND 10% FOR WATER CONSERVATION IRRIGATION r r R19' �� A IOQD LL w I �a I Q�/ 01 o I O F— — — I EX .SIDEWALK I �0P ±14.84' N SUMMARY CHART - BUFFERYARDS 1 ' ® I� I I L EBERRYG.H L Q� FH TOM THUMB - LOT 2R1 Iw I I STRA TEND 6 �10 �� F� ap 2 WATER METERS (n REQUIRED/ BUFFERYARD CANOPY ACCENT FENCE/ I I r l R1'� O \ Z LOCATION PROVIDED LENGTH WIDTH -TYPE TREES TREES SHRUBS SCREENING IX I PLANTER I 61°11' "E ��� FN.(p• ® - 30' BUILDING LINE R13' 21 12' (O J 15' PUBLIC UTILITY SAN. SEW. Iw I I 8 9 S� 6 CABINET A, SLIDE NORTH REQUIRED 519 10' - B 10 16 52 NONE &DRAINAGE ESMT. PER VOL. I I I rn 10 a �10 1216, P.R.T.C.T. W PROVIDED 379 10'- B 8 11 38 NONE 10587, PG. 622 D.R.T.C.T. N I X — —�� / , 7 �6 sags , BLOCK 6, LOT 5R j DIAMOND STATES EAST 1 REQUIRED 419 10' - E 4 8 34 NONE I 17' r I ^ R�� < 6 �U 11 ; I ADDITION V) I I o I 1/ 5 �F�� (0 W w I ZONED - C2 H PROVIDED 315 10'- E 3 6 25 NONE EXISTING TRASH ENCLOSURE J - W I X PARTIAL RESPONSE I I /R 2 b O Q = EAST 2 REQUIRED 76 * 5' - A 1 2 6 NONE I w ACTION AREA I I 3 4 OR ER ch ^ VOL. 16919, PG. 9 FH o p ON D- S -2 Q o= L.U.D. - RETAIL / N �� R16' POINT > cal = m COMMERCIAL / PROVIDED 30 5' - A 1 1 2 NONE r I �Q� in w 120' COD LOT 4R w n J - Q D.R.T.C.T. I Al^ •O E RET / Q 36.5' COMMON ACCESS, UTILITY & N r S� 9g � MMERCI L w w O W I I fi I ;X 5 L.B.G. HALL NO. 686 ADDITION LL cc o � a OWNER: JOHN COSTELLO Q SOUTH REQUIRED 245 * 5'- A 2 5 20 NONE DRAINAGE ESMT I I J 10 ��� �\0� ROP. TRASH CABINET A, SLIDE 5299, m n o - Q U PER CAB. A, SLIDE 5299, P.R.T.C.T. METAL _ — — — — — — — — R 10 �� P �' M N OSURE 3 P.R.T.C.T. 2 20 1 w U 2 W PROVIDED 233 5'- A 2 5 19 NONE T STEPS ® I C,P� G� N V Z (� LL O Y 27' COMMON ACCESS, UTILITY & PLANTER ��' ° USE: RETAIL / D/T REST. i� o WEST 1 REQUIRED 716 * 5' - A 7 14 57 NONE (TYP.) I I Q °j 'n 2 79.64' w = Q DRAINAGE ESMT. PER CAB. A, l = r 2 1-STORY 9 Y O PROVIDED 214 5' - A 2 4 17 NONE SLIDE 5299 P.R.T.C.T. — — I i oLJ O �� 35' 0" MAX. HEIGHT < U 36 COMMON ACCESS, I 3p F� 4,788 SF BUILDING w WEST 2 REQUIRED 99 10' B 2 3 10 NONE I UTILITY _ 2S, �0 1 1.08 ACRES O 12 p ON & DRAINAGE ESMT r • •`•` N� 3 0 d' �7 , - Z PROVIDED 99 10' B 2 3 10 NONE 26' COMMON ACCESS, UTILITY I — J �° Q00 Z — PER CAB. A, SLIDE — 7 O & DRAINAGE ESMT I 5299 I w 8 I w (n *NOTE ANY CREDITS USED IN CALCULATIONS: PER CAB. A, SLIDE 5299 r I 6 P.R.T.C.T. I 4 R7o, �8 p6� 0 A. DRIVEWAY WIDTH WAS DEDUCTED FROM THE TOTAL LENGTH OF THE REQUIRED BUFFERYARD. P.R.T.C.T. I I O oP ® ©LLI I N OTHER COMMENTS: LOT 1, BLOCK 1 /O I 00 29.2 I I r- F6 FIRST AMERICAN SAVINGS 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W. SHRUBS OBTAINING A MATURE HEIGHT v o2 i ' r J OF THREE (3') FEET OR GREATER MUST BE PLANTED AT A MAXIMUM OF SPACING OF THIRTY INCHES (30") ON CENTER CONTINUOUS BANC ADDITION s r v' PP o = ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. CABINET A, SLIDE 5299,Ass I 10' UTILITY EASEMENT 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER. THIS P.R.T.C.T. m r r SIGN w CABINET A, SLIDE 121 00 I ss O BUFFERYARD P.R.T.C.T. INCLUDES BUFFERYARDS AS WELL AS INTERIOR. L.U.D. - RETAIL COMMERCIAL 0 3. A SHRUB SCREEEN IS PROPOSED TO BE PROVIDED BETWEEN THE BUILDING SETBACK LINE AND THE R.O.W. OWNER - FIRST AMERICAN z O � �, 8 7°2 '35" R30' ° „wE 19�1-F— OHE — N � � SAVINGS BANK I ss w r 9.30' o E ° Q I Q -- o"E 8 30" W) POWER POLE _ oHE A=1 °02'31" o o SUMMARY CHART -BUFFERYARDS / — — 50' BUILDNG. LINE R=2949.79' O O LOT 4R w r RD PROP. 5' SWL CABINET A, SLIDE — CB=S86°41'30"W _ 772'0604" I+ P.R.T.C.T. W FERYP ±36' ~ U LOCATION REQUIRED/ LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE/ FH �0 O5VFi EX. R=2954.79' � ±38.34' EX.8'SIDEWALK • C=53.65' 0_ O � C14O PROVIDED WIDTH -TYPE TREES TREES SCREENING / 30' ACCESS ESMT PER 2 �6 g0 DRIVEWAY PP L=107.50' EX. DRIVEWAY (n � � C14 NORTH REQUIRED 269 5' -A 3 5 22 NONE VOL. 10582,DPG. 1159 W S-14°5411 W Cg1078.50'922 W � � EL � ss © S80°36'49"W '� EX. SIDEWALK ±191.88' TO WHITE CHAPEL BLVD- 9 / PROVIDED NONE*** NONE*** NONE*** NONE*** NONE*** NONE FARM TO MARKET ROAD 170 U 0) N 0)ss wQ � 22.29' cO ±143.91' EAST REQUIRED 224 10'- E 2 4 18 NONE s rn R=2954.79' W. SOUTHLAKE BOULEVARD J SIDEWALK - EX. HEADWALL L=75.79' RIGHT OF WAY WIDTH VARIES p PROVIDED 224 10'- E 4* 0** 18 NONE rn EX. CB=S83°25'59"W O Q Z Q SOUTH REQUIRED 233 20' - 0 9* 7** 33 NONE LK ±123.64' S B.L. PER C=75.78' GLORIA JEANNE 0, PG. 8 8 ET. AL. CAB. A, SLIDE 5299 VOL. 11940, PG. 898 W 0 (n S\DEWA P.R.T.C.T. VOL. 9979, PG. 2371 Q PROVIDED 233 20'- 0 9* 3 40 NONE D.R.T.C.T. E EX. DRIVE O O UO Q WEST REQUIRED 159 5'- A 2 3 13 NONE rn ZONED - 01 / L.U.D. - OFFICE COMMERCIAL PROVIDED NONE*** NONE*** NONE*** NONE*** NONE*** NONE * TOTAL INCLUDES EXISTING TREES TO REMAIN ON -SITE ** REDUCED DUE TO EXISTING TREES TO REMAIN ***PER SP-2 ZONING NO BUFFER YARDS WILL BE PROVIDED FOR INTERNAL BOUNDARY LINES r 5 � 1 I/ F_I/ 5' UTILITY ESMT PER --/ CAB. A, SLIDE 5299 w P.R.T.C.T. 17 w > Qo rl� �w O_w u 0 1 ��6 0 "° y/ LOT 2R2 Y L.B.G. HALL NO. 686 0060 < N ADDITION u / CABINET A, SLIDE 5299, 3:� r Z P.R.T.C.T. CID L.U.D. -PUBLIC PARKS / OPENS Q I/ SPACE 0- OWNER- CITY OF z LO SOUTHLAKE 17 co rl// COMMON ACCESS, UTILITY & DRAINAGE ESMT PER CAB. A, SLIDE 5299, P.R.T.C.T. © r r I 5' UTILITY ESMT. PER N 10 .4�J' CAB. A, SLIDE 5299 P.R.T.C.T. FH — — — — — — — — — — — — Q 29.4' S89° 13'04"W 25.28' 5 I GRAPHIC SCALE 40 0 20 40 80 1 inch = 40 ft. w a LU �ST9T > � Z m o J w 7 w Q a = 0 Z w w = a SITE Z o a U z W SOUTHLAKE BLVD z 0 J w z z} ma VICINITY MAP N.T.S. LEGEND CONCRETE PAVEMENT CONCRETE SIDEWALK BUFFERYARD LANDSCAPE AREA PROPOSED CONCRETE CURB AND GUTTER ® PARKING COUNT FL PROPOSED FIRE LANE STRIPPING NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. NO CHANGES TO EXISTING DRIVEWAY STACKING OR SPACING IS PROPOSED. 3. A MINIMUM 8' TALL MASONRY SCREEN WALL MATCHING THE PRINCIPLE BUILDING WITH A SOLID METAL ACCESS GATE IS REQUIRED FOR ALL TRASH DUMPSTERS. BENCHMARKS: - TBM #1: AN "X" CUT FOUND IN CONCRETE ON N WHITE CHAPEL BLVD, APPROXIMATELY 41' NORTH AND 3' EAST OF THE EXISTING NORTH EAST PROPERTY CORNER. ELEVATION: 652.31 - TBM #2: AN "X" CUT FOUND IN CONCRETE ON W SOUTHLAKE BLVD, APPROXIMATELY 36' SOUTH AND 45' WEST OF THE SOUTH EAST PROPERTY CORNER. ELEVATION: 656.20 - CITY BENCHMARK: MONUMENT 36 GEODETIC DATA LATITUDE: 32° 56' 28.72525" LONGITUDE: 97° 08' 58.47623" ELLIP HGHT: 584.92 PRELI M I NARY FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 9/14/2021 �z ao CASE # : ZA21-0059 4 ra Z OWNER: SUNTREE STATION LLC 11501 NORTHLAKE DR. CINCINNATI, OH 45249 O r� APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 r �•/ BEDFORD, TX 76021 PH: 817.281.0572 CONTACT NAME: CLAY CRISTY SURVEYOR: EAGLE SURVEYING 210 SOUTH ELM STREET, STE 104 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: MASON DECKER DESIGN: CW1 LEGAL DESCRIPTION: HALL, LBG #686 ADDITION LOT 2R1 & 4R DRAWN: CWI CHECKED: CL( DATE: 9/14/202 CITY: STATE: SHEET SOUTHLAKE TEXAS SP-1 COUNTY SURVEY: ABSTRACT NO. TARRANT I HALL 686 File No: 0 Lv 0 0 LLJ Z Q I CV O I LLJ x LLJ a m 0 0 a i w Y a J 2 H O N Z O N 0 LLJ J _J 2 d 00 04 � I a cV 00 N rn N j C N U oN O oN Q�aM _j U 00 IV 00 o m� > z LooU) O O UO Q d D_ J J 0 0 >0 Z� B.L. PER DE 5299 .R.T.C.T. U U) G . h' E BERRYY z suRVE ' STRACT N� 6 W I LU (D \ ti Q U) Ln 00 ti LLn I y0<O m I \ I n � I LOT 2R1 UTBM IX-CU L. ALL NO. 686 ADD O U ELEV�.— ' CA@j T A, SLIDE 9 Q U U P.R.T.C.T. Q Cfl 1� \ y, rVnJ V — — D "bu�j / U3F31N1ON 04 FL "x" Cu S E '000./ N61 1'20"E / / \ 10.12' / / 01322 / U00, ' / / JV / '000-� -11000' C9i a� i 4EGIBLE) CIRF R=2954.79' L=75.79' CB=S83°25'59"W C=75.78' ET ROAD 1709 FARM T p MARK pUTHLAKE BOU LEVARD W ' S RIGHT OF WAY WIDTH VARIES U) 3 w 1 U 1 Q 30' B.L. PER CAB. A, SLIDE 5299 P.R.T.C.T. 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. N0 WU) W T— O J D Q O' QJo m Owl � Q � Z U o mow= O�c� U = Z T 10' UTILITY EASEME CABINET A, SLIDE 1 P.R.T.C.T. A=1 °02'31" R=2949.79' L=53.65' CB=S86°41'30"W C=53.65' GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. W Q F ST9T > z m O W w Y 7 �Q W Q = a U z W � W = Q SITE z 0 rY U z W SOUTHLAKE BLVD z O J W z z } 0 d CASE # : ZA21-0059 OWNER: TEXAS FIRM #14199 � o U0 LmN Z W W M O Lij U Z a U 02 Z W �o o� J x z z� �o z� w'0 W `.' 0 M 01 m P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 8/30/2021 0 U �a Poo 00 x a SUNTREE STATION LLC h--� 11501 NORTHLAKE DR. CINCINNATI, OH 45249 APPLICANT: �T�I W CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 U BEDFORD, TX 76021 Z PH: 817.281.0572 CONTACT NAME: CLAY CRISTY O U SURVEYOR: EAGLE SURVEYING 210 SOUTH ELM STREET, STE 104 DENTON, TX 76201 PH: 940.222.3009 CONTACT NAME: MASON DECKER DESIGN: CWP LEGAL DESCRIPTION: DRAWN: CWP HALL, LBG #686 ADDITION CHECKED: CLC LOT 2R1 & 4R DATE: 8/30/2021 CITY: STATE: SHEET SOUTHLAKE TEXAS SP-2 COUNTY SURVEY: ABSTRACT NO. TARRANT HALL 686 File No: TEXAS FIRM #14199 O 0 0 0 O O rI I Uj O 1 N O N I m z O 0 w m m z O w D_ J m N o > m N m o r7 LLI O V) m N N (� O O N Z N �'-�Q'- w o J o � 00 O 00 o m .. > Q o_ Q O O O Un J J O Q m m � � \ / a U v VCL / Y / W Q d U 0')a a � z / BERRY G. HALL z Y VEY, 4 RACT Np. 68 a i i i N61 1'20"E 10.12' C# CR NO BUFFER PER S-P-2 REGULATION _ o O LOT 4R HALL NO. 686 ADDITION CABINET A, SLIDE 5299, P.R.T.C.T. 9 Co � I NO BUFFER PER - I S-P-2 REGULATION A ES I 8 SP _N7°20'3 80 OHE - oHE - ?S:P::� 0=2°05'04" R=2954.79' L=107.50' CB=S81 °39'22"W C=107.50' SIDEWALK • DH 14 NG USED AS OWARDS SOUTHERN BOUNDARY - TREE REQUIREMENTS. CE4 1 RY 0=1 °28'10" R=2954.79' L=75.79' CB=S83°25'59"W C=75.78' • 4,788 SF BUILDING 1.08 ACRES E4 �- 4 p, SC 64 DY 6 SC 103 5 .65' DH RY 8 7 I - CE4 DY 1 Sp 4 8 E4 1 TREES BEING USED AS CREDIT TOWARDS _ SOUTHERN BOUNDARY TREE REQUIREMENTS. DB 30 — �� -- 6L 61° '4 OHE OHt 45'3 CR R 50B SO 1 CABINE 6 5299. P.R. . SITE TRIANGLE (TYP.) FARM TO MA KE B� � BOULEVARD AD 1709 W.SOUTHLA RIGHT OF WAY WIDTH VARIES SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/ SCREENING NORTH REQUIRED 269' 5'- A 3 5 22 NONE PROVIDED NONE*** NONE*** NONE*** NONE*** NONE*** NONE*** EAST REQUIRED 224 10' - E 2 4 18 NONE PROVIDED 224 10' - E 4* 0** 18 NONE SOUTH REQUIRED 233 20'- 0 9* 7** 33 NONE PROVIDED 233 20'- 0 9* 3 40 NONE WEST REQUIRED 159 5'- A 2 3 13 NONE PROVIDED NONE*** NONE*** NONE*** NONE*** NONE*** NONE "TOTAL INCLUDES EXISTING TREES TO REMAIN ON SITE —REDUCED DUE TO EXISTING TREES TO REMAIN (1 CANOPY TREE = 2 ACCENT TREES) ***PER SP-2 ZONING NO BUFFER YARDS WILL BE PROVIDED FOR INTERNAL BOUNDARY LINES CE4 1 CE4 1 • 3 DB 50 w j� l+ 10'T EE E UFFE ARC J� J� J� J� J � > J1 c J I lC) J4 O o IJ� = A I � ! Jj O F J, F J+ f J� ' J+ r s I I • •Z_t -_ W ��3H C CR m m� 1 y m ;0 0 Io STEEL EDGING BETWEEN 0 TURF AND PLANTING BED (TYP.) • City of Southlake, Texas LANDSCAPE CALCULATIONS Building Floor Area 4,600 SF Proposed Zoning SP-2 SUMMARY CHART - INTERIOR LANDSCAPE Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color or Area (Sq. front or side Trees Trees 5 gal. Cover (Sq. Provided ft.) 1 per 500 1 per 250 1 per 40 Ft.) 15% 2% Required 2,300 SF 75% 5 9 58 345 SF 46 SF Provided 11,591 SF 75% 5 9 101 2,441 SF 70 SF Parking Lot Landscape REQUIRED PROVIDED 37 spaces parking between bldg. and R.O.W. 1,110 sf 1,220 sf (Phase 2) 37 spaces 100% 37x30SF=1,110 *TOTAL INCLUDES 9 EXISTING TREES TO REMAIN ON SITE NOTE: REQUIRED TREE MITIGATION SHALL BE PAID INTO THE CITY'S RESTORATION FUND 3 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. Z TREES BEING USED AS CREDIT TOWARDS EASTERN BOUNDARY TREE REQUIREMENTS. 10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. PLANT SCHEDULE ACCENT TREES CODE BOTANICAL / COMMON NAME ROOT SIZE :. CR Lagerstroemia indica x fauriei 'Tuscarora' / Tuscarora Crape Myrtle 30 GAL. 3" CAL. CANOPY TREES CODE BOTANICAL / COMMON NAME ROOT SIZE SO Quercus shumardii / Shumard Red Oak B & B 4" Cal /1 • CE4 Ulmus crassifolia / Cedar Elm B & B 2" Cal. EXISTING TREES CODE BOTANICAL / COMMON NAME ROOT SIZE E4 Existing tree to remain --- SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER RY Hesperaloe parviflora / Red Yucca 5 GAL 36" OC DB Ilex cornuta ' Burfordii Nana' / Dwarf Burford Holly 5 GAL 36" OC • DY Ilex vomitoria 'Nana' / Dwarf Yaupon Holly 5 GAL 36" OC DH Rhaphiolepis indica 'Pinkie' / Pinkie Indian Hawthorn 5 GAL 36" OC SP Spiraea x ' Bailcarol ' TM / Sundrop Spirea 5 GAL 36" OC SOD/SEED CODE BOTANICAL / COMMON NAME QTY CD Cynodon dactylon 'Tif 419\ / Tif 419 Bermuda Grass 9,713 sf GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 0=1°02'31 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION R=2949.79' (EXCEPT WHERE NOTED TO REMAIN). =53.65' 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO C13=S86°41'30"W THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE C=53.65' GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, OUTSIDE OF THE PROPERTY LIMITS, SHALL RECEIVE SOD PER THE PLANT SCHEDULE. 7. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. HEIGHT 8' Ht. 12' min. 10'-12' QTY 12 QTY 6 8 QTY SPACING 36" o.c. 16 36" o.c. 111 36" o.c. 29 36" o.c. 47 36" o.c. 28 ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH IN ALL PLANTING AREAS (EXCEPT FOR TURF AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. PLANTING AND IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. MAINTENANCE NOTE 10.1 GENERAL: THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. Suntree Station LLC 11501 Northlake Drive Cincinnati, OH 45249 EVERGREEN DESIGN GROUP (800)680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com •W •Gib9� D. s 2890 STq� OF DATE: 8/12/21 DESIGN: JWG DRAWN: JWG CHECKED: RM DATE: 8/30/2021 SHEET LP-1 File No: TEXAS FIRM #14199 O 0 0 r� I Uj O 1 N O N I n z O 0 w a_ n z O cn w J n N � o � n N Q �o oN,o m N �L_L] N CD O r-� O N Z N ��Q'- w o J o 00 O 00 0 m L .. > o Q zQ o_ L U� 000U� J � O Q n n � � U U Q Q a a � z BERRY G• HALL z Y SURVEY, a TRACT NO / CR NO BUFFER PER — �' 9 S-P-2 REGULATION / ro/ W�W M W W ry W W W W W W= W W W W W/ O W W W W W SIP W /W 11 W W CE4 W W W / W 1 W W DB 4 CE4 DH 0 V U) U / t7 / IL rn / / 5 .6 5' DH 0�\ 8 &--MN3I W W W W • W W W W W W W W / W CE4 N61 J11'20"E0.12' / W 4SIP /\ 8 > 10. L W 0, W 7 S ACES W W — ss � I NO BUFFER PER - I S-P-2 REGULATION I W W W I W 8 SPA ES _N7°20'3 W W J 69.30' - — OHE OHE ?S�P�__� 0=2°05'04" R=2954.79' L=107.50' CB=S81 °39'22"W C=107.50' SIDEWALK 1 5 DH 14 TREE BEING USED AS CREDIT TOWARDS SOUTHERN BOUNDARY TREE REQUIREMENTS. CE4 1 RY — O OHE HE SP 3 0=1 *28'10" R=2954.79' L=75.79' CB=S83°25'59"W C=75.78' W W W W / W 't322 W W W W W �yy W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 4R W W W G. HALL NO. 686 ADDITION W W W CABINET A, SLIDE 5299, W W P.R.T.C.T. W W W W W W W W W 4,788 SF BUILDING 1.08 ACRES i v� E4 1 000-e-loo< + + + + ++ + + + CE4 + + + 1 CE4 1 E4 TREES BEING USED AS 1 CREDIT TOWARDS SOUTHERN BOUNDARY TREE REQUIREMENTS. E02 I DO W 3 co w RY 3 V W 3 DB 50 l W N X w 30' BUILDING LINE W W CABINET A, SLIDE 1216, P.R.T.C.T. 1O'T EE W U F F E ARD y l(i Q co C) (fl LU cn C) CLLI p J �,�> W o O 0 L1 } � Q W z U o I O LU W z TREES BEING USED AS CREDIT TOWARDS EASTERN BOUNDARY TREE REQUIREMENTS. � "emn�� �1��� ��j� \� td A Imo' 110'UTILITY EASEMENT �L��1" '. ����I��, �t� 1-'r -�', .� . CABINET '' p �✓ / Ai� -%4 •was- � � : -- , _ J • • � 0 ,I � m SITE TRIANGLE (TYP.) FARM TO MA KE B� � BOULEVARD AD 1709 W.SOUTHLA RIGHT OF WAY WIDTH VARIES SUMMARY CHART — BUFFERYARDS LOCATION REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH — TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/ SCREENING NORTH REQUIRED 269' 5'- A 3 5 22 NONE PROVIDED NONE*** NONE*** NONE*** NONE*** NONE*** NONE*** EAST REQUIRED 224 10' - E 2 4 18 NONE PROVIDED 224 10' - E 4* 0** 18 NONE SOUTH REQUIRED 233 20'- 0 9* 7** 33 NONE PROVIDED 233 20'- 0 9* 3 40 NONE WEST REQUIRED 159 5'- A 2 3 13 NONE PROVIDED NONE*** NONE*** NONE*** NONE*** NONE*** NONE *TOTAL INCLUDES EXISTING TREES TO REMAIN ON SITE —REDUCED DUE TO EXISTING TREES TO REMAIN (1 CANOPY TREE = 2 ACCENT TREES) "'PER SP-2 ZONING NO BUFFER YARDS WILL BE PROVIDED FOR INTERNAL BOUNDARY LINES • City of Southlake, Texas LANDSCAPE CALCULATIONS Building Floor Area 4,600 SF Proposed Zoning SP-2 SUMMARY CHART - INTERIOR LANDSCAPE Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color or Area (Sq. front or side Trees Trees 5 gal. Cover (Sq. Provided ft.) 1 per 500 1 per 250 1 per 40 Ft.) 15% 2% Required 2,300 SF 75% 5 9 58 345 SF 46 SF Provided 11,591 SF 75% 5 9 101 2,441 SF 70 SF Parking Lot Landscape REQUIRED PROVIDED 37 spaces parking between bldg. and R.O.W. 1,110 sf 1,220 sf (Phase 2) 37 spaces 100% 37 x 30 SF = 1,110 *TOTAL INCLUDES 9 EXISTING TREES TO REMAIN ON SITE NOTE: REQUIRED TREE MITIGATION SHALL BE PAID INTO THE CITY'S RESTORATION FUND GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. PLANT SCHEDULE ACCENT TREES CODE BOTANICAL / COMMON NAME ROOT SIZE HEIGHT QTY Kn CR Lagerstroemia indica x fauriei 'Tuscarora' / Tuscarora Crape Myrtle 30 GAL. 3" CAL. 8' Ht. 12 Vj CANOPY TREES CODE BOTANICAL / COMMON NAME ROOT SIZE HEIGHT QTY + SO Quercus shumardii / Shumard Red Oak B & B 4" Cal 12' min. 6 + CE4 Ulmus crassifolia / Cedar Elm B & B 2" Cal. 10'-12' 8 EXISTING TREES CODE BOTANICAL / COMMON NAME ROOT SIZE HEIGHT QTY • E4 Existing tree to remain --- 9 SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING RY Hesperaloe parviflora / Red Yucca 5 GAL 36" OC 36" o.c. 16 0 DB Ilex cornuta ' Burfordii Nana' / Dwarf Burford Holly 5 GAL 36" OC 36" o.c. 111 ODY Ilex vomitoria 'Nana' / Dwarf Yaupon Holly 5 GAL 36" OC 36" o.c. 29 49 DH Rhaphiolepis indica 'Pinkie' / Pinkie Indian Hawthorn 5 GAL 36" OC 36" o.c. 47 SP Spiraea x ' Bailcarol ' TM / Sundrop Spirea 5 GAL 36" OC 36" o.c. 28 SOD/SEED CODE BOTANICAL / COMMON NAME QTY W W W W CD Cynodon dactylon ' Tif 419' / Tif 419 Bermuda Grass 9,713 sf W W GENERAL GRADING AND PLANTING NOTES 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH, ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, OUTSIDE OF THE PROPERTY LIMITS, SHALL RECEIVE SOD PER THE PLANT SCHEDULE. 7. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH IN ALL PLANTING AREAS (EXCEPT FOR TURF AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. PLANTING AND IRRIGATION GUARANTEE THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION. MAINTENANCE NOTE 10.1 GENERAL: THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. Suntree Station LLC 11501 Northlake Drive Cincinnati, OH 45249 EVERGREEN DESIGN GROUP (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com PNDSC v.� es9 2896 STq't OF I��PS DATE: 8/12/21 DESIGN: JWG DRAWN: JWG CHECKED: RM DATE: 8/30/2021 SHEET LP-1 0 O 0 r� I O 1 N O N I J z O w n / �N o N O O I o _ W m N � (� O N � � Q W O J Q � D 00 U mnI —^A GA — AI /`A All MX/ !`T klr^A —k itr A— rlrr/^/1nk11— 15%OFFSET FROM SOUTH ELEVATION 22 _ 8„ TO 261_ 0„ EIFSTRIM VERTICAL ARTICULATION 18%OFFSET FROM 22' -0" TO 26'-0" SUNTREE SQUARE RETAIL WEST ELEVATION VERTICAL ARTICULATION 15%OFFSET FROM 22' -0" TO 25'-4" V tK I It.F1L ARTICULATION 15%OFFSET FROM 22' -0" TO 25'-4" SOUTH (FRONT) NORTH (BACK) WEST (SIDE) EAST (SIDE) TOTAL SURFACE AREA SQ.FT. 10228 1,697 1,465 1,282 MATERIAL PERCENTAGES Stone 37% 11% 34% 13% 453 194 497 172 Brick 01 26% 25% 30% 34% 322 423 444 439 Brick 02 0% 37% 20% 32% 27 296 414 Stucco 24% 15% 7% 12% 295 258 107 149 Total Masonry 87% 89% 92% 92% 1,070 1,502 11344 1,174 Metal Canopy f Personnel Door 3°/C 4°/� 1°I� 0°/� 34 72 8 0 EIFS Cornice 14°/c 7°/� 8°/� 8°IC 124 123 113 108 nmll-I/ ^4 f7 f11/'I/ nn rl rC TIl1A A CTI 1/"' -f-% —K Ir n A — NORTH ELEVATION EAST ELEVATION PHILLIPS EDISON &COMPANY SOUTH LAKE, TX BUILDING ELEVATIONS SCALE 1/8 1'-0" 08.31.2021 (DBRI_N K A r T A 1 / A T r FRONT ELEVATION rl rC` /^l1nk II/`r nnl/`1/ n4 BACK ELEVATION rirc i^f-Nnniii^r nnii^v n11 SIDE ELEVATIONS DUMPSTER SCALE 1/4-" =1'_0" SUNTREE SQUARE RETAIL SCALE 1/811 =1' 0" PHILLIPS EDISON &COMPANY SOUTH LAKE, TX DUMPSTER ELEVATIONS & FLOOR PLAN 08.31.2021 TEXAS REGISTRATION #14199 c� 0 z a J IZ 0 z 0 Q IY cD I U C� z w w z 0 z w ry a z m J w 0Y CL w w 2 0 0 a U / w Y a J 2 H O N Z O (J'1 0 w (n 13- J _J 2 n 00 r O � I g C N Q N j cV F- U N N w U ON O 0 Q r") 04 _j \\ 000N60 0 mLLJ � Z Ld 0 O U) H I-_ < 000U) J J O Q 0- 0- J J �I - I ss ss I I I w 50' B.L. PER CAB. A, SLIDE 5299 P.R.T.C.T. LITTLE 5ERR,( SUREY . ABS-f RACT NO m / r�4 I I 648.37t � I 649.21 t / ME ME / 648.05 648.99 I I / / 649.91x \ I 650.09 I / \ \� 648.47 �a—�649.42 x650.10 1� / ao, '000I e645.' A=' 28'10" AD 1709 \ ss R=29'5,4.79' FARM TO MARKET RQ \ \ L=75\79' W. SbUTHLAKE BOULEVARD \\ \\6 ss CB=S83°25'59" Vl� \ \ s s C=75.78' RIGHT\ OF WAY WIDTH VARI�S\ sss v� AQ\ LO I I I I I ICID h I LID CD LO I I I OW I / I I I � I -653� y3� 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. i it i i i i i i i i 6S 0 / `§ N h u o / uJ� j� w Q m 0 yy6/ oo O LLI I _ ~ LL U / PROPOSED 3' D RETAINING WALL O. 43 TW / 15 IBW/TC / / 7�— MAX SLOPE 3:1 10' UTILITY �ASEMENT / CABINET Al, SLIDE 1216 P.R.T.C.T/ �rO \ � N \ I �A�1 °02'31" R�2949.79' \ L=T.65' CB=S86°41'30"W C=6.65' \s s1 GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. LEGEND —695— — EXISTING CONTOUR 700PROPOSED CONTOUR PROPOSED GRADE x699.50 I (TOP OF PAVEMENT) ME MATCH EXISTING TW TOP OF WALL BW BOTTOM OF WALL TC TOP OF CURB NOTES: 1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2. EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3. MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%. 4. ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6. REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7. THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS. 8. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9. GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10. CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. I� VIA L1J LL J z u z W P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CL"MOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. NoL09800De1e 8/30/2021 �0 o OU ro0 N z w Ld W x w O z0 02 ELaJ U DESIGN: CWP DRAWN: SD CHECKED: CLC DATE: 8/30/2021 SHEET C-1 File No. 0 0 Q Q Ld rr a W 0 Q z a rr 0 z i- N_ X W N I 0 _z rz W Ld z 0 z Ld rr Q _Z J W 0Y d (N I-_ Ld W (N 0 0 a / Ld Y a J 2 F- O V) Z O N_ 0 W (N r1 J _J 2 n 00 r- O � I � C N r1 H V) j W N TE U ON O � \ rY \ QOa0000 \\ 0 00 1\I (0 0 m H LLJ Z 0 0 O N HHa1- 000V) J J O Q r1a-JJ FR C Q � a RY G. HAUU Z Z Y UITTUE B�RVEY, / Q cn/ ABSTRACT NO. o- I � I Cis I I I 6se I I — I ss ss I IA 5S I Z Cf all • NS TO EX. DITCH 50' B.L. PER CAB. A, SLIDE 5299 P.R.T.C.T. 8 SP 1 L W a I 1 CD L 1 CD � I rn I 0- 0- 1 I I I a co U)`° I 1 ILL I CO I 1 a I SLEGIBLI 0 13I0 / „ T SETI O I LU N \ 1321 / V_\ I \ �a� \ / \ � \ I '0 1322 El 1323 0 / s ONE STORY CONCRETE BUILDING / rn LOT 4R FF=647.03' \ \ \ I I I I ess`'• G. HALL NO. 686 ADDITION / \ © ` \ \ I i I I I cLO \QT CABINET A, SLIDE 5299, P.R.T.C.T. C)/ \ I I I I c � \ / 1324 / / �\ 1 71 I s �\LO ©I I I II 6- 1/2" CIR `� G / I I 6y / I I I ( (ILLE S,\0�\��`� /\ // / / .6Q�/ \ i \ c I 1333 C OG 60 I po 6Ny / 6R6/ EX-1 I 1 I I I 1332 O 0 85 AC I r I %1331 \ \ \ s 7.47 CFS / 10 I I I O �c11330/ I 1 I I )1329 I / I'co I o 1327 \ \ \ I r 11328 o i ° (D ° `° ____%__ - 1326 I 1 — 5 _ \ C 1325 — _ — — /' \—S87°56— 4 oHE I�ONDIGi� OUND OHE Ho OHE OHE OHE OHE — — — —�— OHE / � I / / / U OHE IOHE MONUMENT FO D OHE / -646' (�s8$'z1 0" W) / / / / / / i ❑c oH`E- /� 50 BLUL LINE \ �- / -CABINET A, SLIDE 65 1/ / / // / / ❑O FL-12"RCP;644-47M) — — .R — 66 52 gg55 —648 ` / \ 52� P. / / / --TB X�CUT� �V A=2°05'04" FL-12"RCP=642.E) R=2954.79' — L=107.50' CB=S81 °39'22"W C=107.50' / / / /9�� I \ \\ 1L2 WIDE \ FA SIDEWALK � � A=V 28'10" R=29'54.79' \ L=75\ 9' CB=S83°25'59"%( \ C=75.78' \ \ �e zy _ RET\AINING WALL \ \ � FARM TO MARKET �QAD AD 170709 \ \ \ W. SOLITHLAKE BO ARD \ .�s RIGRI OF WAY WIDTH VARI�S\ Q\ s 60 �\ ss \s`r ss /6y2. / / / / / / / / / / 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. / / / / / / / / / i / / 0 � Q / �iof W Q m 0 J 0w� / / _ LL ZUO/ (OLij� / / N / 10, UTILITY �ASEMENT / —� / CABINET Al, SLIDE 1216 P.R.T.C.T/ A \\ 1 N I R�2949.79' \ L=5` .65' CB=S86°41'30"W C=5165' \�s GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. LEGEND DRAINAGE AREA LABEL AC DRAINAGE AREA (AC) cFs FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY FLOODPLAIN NOTE ACCORDING TO MAP NO. 48439C0085K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. HYDROLOGIC CALCULATIONS - PRE DEVELOPED CONDITIONS DRAINAGE AREA (AC.) C Tc If Q1 110 Q10 125 Q25 1100 Q100 REMARKS AREA (min) (IN/HR) (CFS) (IN/HR) (CFS) (IN/HR) (CFS) (IN/HR) (CFS) EX-1 0.85 0.90 1 10.0 3.89 2.98 6.49 4.96 1 7.78 5.95 1 9.76 7.47 DRAINS TO LOT 2R1 TOTAL DRAINAGE 0.85 2.98 4.96 5.95 7.47 TEXAS REGISTRATION #14199 r_ules 10 O oU N Z �W W Z �O w° — —� O_2 a0 L� W W Z _ w U N �m o� z J r Q F CE LLJLU F 0 Z M o mm P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. NO 09800Date 8/30/2021 DESIGN: CWI DRAWN: SI CHECKED: CL( DATE: 8/30/202 SHEET C-2 File No. 0 d a a w Q Ld 0 Q _Z Q 0 0 Ld (N O IZ O 0Y d Ih I U U _z Iz Ld Ld z 0 z w ry Q _Z J W 0Y d V) I— W W V) 0 0 a i Ld Y a J 2 H O V) Z O N_ 0 Ld U) 11 J _J 2 n 00 r- O C N 11 Nt 0 N H U N j W N Ft U ON O � \ IY \ QOa0000 \\ U 00 1\I c0 0 m H ILLJ Z 0 0 O N I— I— Q H 000V) J J O Q D_ (Z J J ij ° 'y I � i I T14"' I I I � I I I Idoo I I y-LI TXDOT DISK 580°36'49"W 22.29' ET "X" go FLOWS TO EX. BAR DITCH 50' B.L. PER CAB. A, SLIDE 5299 P.R.T.C.T. LITTLE BERRY G. HALL SURVEY 68b, ABSTRACT Np. R=29'51,4.79' L=75\79' 33°2659"Al C=75.78' \ zy FARM TO MARKET �QAD \ \ 9 AD 17070 \ \ W.SbUTHLAKE BO \ RIG T OF WAY WIDTH VARI�ls\ Asa ss U) \�s J � /6y2. i i i I U] w U U 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. i i i i i i i i i i i i /655 > of w 00 0 Q oo 0 J LLI � I— _ LL Z U/ O� / Ile/ Z / / / / MAX SLOPE 3:1 / / 10' UTILITY 4ASEMENT / CABINET Al, SLIDE 1216 P.R.T.C.T/ \ � N \ I �4�1°02'31" RN2949.79' \ L=T.65' CB-S86°41'30"W C=5U5' GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. LEGEND DRAINAGE AREA LABEL AC DRAINAGE AREA (AC) cFs FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY FLOODPLAIN NOTE ACCORDING TO MAP NO. 48439C0085K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. HYDROLOGIC CALCULATIONS - POST DEVELOPED CONDITIONS DRAINAGE AREA (AC.) C Tc If Q1 110 Q10 125 Q25 1100 Q100 REMARKS AREA (min) (IN/HR) (CFS) (IN/HR) (CFS) (IN/HR) (CFS) (IN/HR) (CFS) A-1 1.08 0.90 10.0 1 3.89 3.78 6.49 6.30 7.78 7.56 1 9.76 1 9.49 1DRAINSTOLOT2R1 TOTAL DRAINAGE 1.08 3.78 6.30 7.56 9.49 TEXAS REGISTRATION #14199 r_ules 10 O oU N Z �w w Z �O w0 - 02 a0 r"00_ LlJ W Z - w U N �m oo J r Q F LLJ z� LU M o �m P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.1098001)ate 8/30/2021 DESIGN: CWI DRAWN: SI CHECKED: CL( DATE: 8/30/202 SHEET C-3 File No. C� 0 z Q J a F- I U 0 _z W W _z 0 z W it a z J W w Cl. V) H W W 2 V) 0 0 a U W Y a J 2 H D O N 00 rl- � I a N O N 04 } N N U W O n d U oo N mLLI Z C) Q O L�� Q O O U J J O n J 0 z a J n z O H O m LLI Q z J LLI tY f1 I U / 0 z tz LLI LLI z Cl) z w Q z J LLI w d H LLI LLI 2 (n 0 0 a i LLI Y a J 2 F- O V) z O U) 0 w (n m _J m m r- O �Ig C N n N j� N_04 RE 0 � 0 O d � \�\ O 00 1`14 00 0 mILLI > Z Q O_ Q ILL] 0 F N H H Q H 00C) J J O Q 0- 0- J J FT "X" 50' B.L. PER CAB. A, SLIDE 5299 P.R.T.C.T. LITTLE SURREY t ABSTRACT NO, PROPOSED BOUNDARY LINE EX. CONCRETE CURB TO BE REMOVED 1 EX. CONCRETE PAVEMENT TO BE REMOVED EX. BOUNDARY TO BE REPLATTED EX. TREE TO BE REMOVED R=2954.79' L=75.79' CB=S83°25'59"W C=75.78' FARM TO MARKET BO �EVARD W.SOUTHLA RIGHT OF WAY WIDTH VARIES 30' BUILDING LINE CABINET A, SLIDE 1216, P.R.T.C.T. 0 �Oww J O Z) Q m Q 0JLL LU � Q Q Z U o O I__ 2 2 z EX. 15" OAK TREE TO BE REMOVED EX. 15" OAK TREE TO BE REMOVED 10' UTILITY EASEMENT CABINET A, SLIDE 1216 P.R.T.C.T. A=1 °02'31 " R=2949.79' L=53.65' CB=S86°41'30"W C=53.65' N GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. LEGEND EXISTING CONCRETE PAVEMENT TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED ----- FULL -DEPTH SAWCUT -X-- »max = EXISTING CURB TO BE REMOVED EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED TEXAS REGISTRATION #14199 r_ules 10 O oU � (7 N Z LU � W Z � 0 w0 —/ o_ a� L� U LlJ LIJ Z w L� U N � m t] � z J r ax LLJLU �o z M o LU m m PRELI M I NARY FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800Dafe 8/30/2021 DESIGN: CWI DRAWN: S1 CHECKED: CL( DATE: 8/30/202 SHEET C-5 File No.