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Item 6D - PlansI 24' COMMON ACCESS 10' U. AND P.A.E I — — — — — — — — EASEMENTco --------'----------------————————————— — — — — -- ---I ss„ax3 — — — = q ----------------- ------------- I I. SS ,.8-X3 SS „8 X3 — — _ — SS „8-X3 SS „8-X3 �� _ — Q - -- ----�---- - OAKS DRIVE �N I 10' U. AND P.A.E RIVER X 1�j O WIDTH RIGHT-OF-WAY) u� M� m (\/ARIABLE PG. 12215 � = a CABINET A, ~ I U EX. FIRE � PROP. 2" DOMESTIC PRTCT HYDRANT , w U WA TER SER VICE UTILITY - - z I CONNECT TO EX. EASEMENT `�y T m I CONNECT TO EX. 8" WATER LINE 5' SW o v 8" SANITARY y SEWER LINE V y vy v� •� v - v v - _ TEMPORARY SIGN------ I �' / M, 8-X3 7 ---F 7 M „8-X3 -- I b M „8 X3 M „M „8-X3\ 3 8-X3 _ — — — \. — — — — I —/ I PROP. 6 30' BUILDING I N pX t /-------- ---- ___________ _______�— >--- FIRE WATER SETBACK N w —B#� 0---e I l y I SERVICE AND METE I X 10' UTILITY I v I I W EASEMENT j EX. FIRE \I II y I / I HYDRANT -- 1 ;,I I L I / I 24 I `° DEVELOI MENT LL -TT n R I /� I 16 II O V L r of SIGN-11 10' UTILITY EASEMENT i Johnson Road c yy Lo1ee v d U) a v ga' g N' wr�a�e 0 y 4 Q � a w o� m N R � CC C 07 o CL p o West-Southlake-gd" F v U) `m a �Q o � qj w R VICINITY MAP I I I it I 15' BUILDING SETBACK ACCESS EASEMENT AND MAINTENANCE AGREEMENT C. C. INST NO. D207275347 D.R. T C. T DUMPSTER TRASH ENCLOSURE I L UD = RETAIL /COMMER CI A L SITE DATA TABLE SITE CHARACTERISTICS LOT 2 LOT 3 LOT 5 TOTALS ZONING 0-1 0-1 0-1 DEVELOPMENT SIZE (SF) 49,478 35,002 36,052 120,532 PROPOSED BUILDING SIZE (SF) 10,000 6,500 6,000 22,500 MAX. BUILDING LOT COVERAGE (50%) 20% 19% 17% 19% PARKING REQUIRED (CALCULATION) 1 PER 5 PUPILS 1:193 SF 1:193 SF PARKING REQUIRED 38 34 31 103 PARKING PROVIDED 38 38 33 1 109 IMPERVIOUS COVERAGE (MAX 65%) 1 61 % 57% 50% NOTE: PARKING WILL BE SHARED ALONG THE PRIVATE DRIVE BETWEEN LOTS 2 AND 3. APPLICANT PERSHING CAPITAL 262 CARROLL STREET, SUITE 7 FORT WORTH, TX 76107 CONTACT: MR. PETER JACOBSON PETER@PERSHINGCAP.COM OWNER AISHWARYA PROPERTIES LLC 1000 LIPSCOMB STREET, SUITE 110 FORT WORTH, TX 76104 CONCEPT SITE PLAN RIVER OAKS OFFICE PARK LOT 2, 3, 5, BLOCK 1 RIVER OAKS ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, TX TARRANT COUNTY, TEXAS 1.136 ACRES OUT OF JESSE G. ALLEN SURVEY, ABSTRACT A-18 0 10 20 40 1 inch = 20 ft. mma civil engineering surveying landscape architecture planning tbpels registration number: f — 2759 tbpels registration/license number: 10088000 519 east border a r I i n g t o n, t e x a s 7 6 0 1 0 817-469-1671 fa x: 8 1 7— 2 7 4— 8 7 5 7 w w w. m m a t e x a s. c o m 0710812021 SHEET 1 OF 1 C3 z 1 _ -3Ho I � � m � I I <�o I �z m0 � I �wZc�'n z n � � O m A Nm Vl c� I G') I � m m �— I o C I Z D Tj � I -v r— I m ->, N m I 13 o� L -w�t/'� U� I O� �rOy� _�� w�v n iT f� I r `1 � I I z PROP. DUMPSTER� 8' HEIGHT MASONRY ENCLOSURE z Cry O I 4� N J N w� PROPOSED 4' IRON FENCE ON TOP OF WALL PROP. - RETAINING WALL f♦ D_ �a0 A v� L W 1— z II I I SHA) I PAR. I 1 EXISTING WIRE FENCE 10' BUFFER YARD N -78`34 4n �4.03 O \ 1 � 1 \ EX. FIRE 1 \ 1 HYDRANT me r A=3e2 '47" \ 1 R=2629.60 1 1 L=155.\11 1 LC=S 11 *40' 0" E 1\ 155.019 1 1 1 1 1 \ 1 1 1 \ 1 Y (n 2 00 0 11 II I 1 Q-) — � 1 11 A=11 e23'36 �:D 1 1 R=2609.60 \I � N \ L=518.92 m �0 m 1\ 4. LC 12*23'�� o�- co \ \ 518.07 �qo0 \ Z C> 1 -�o 1 N rn 1 1 Cp , L4-7" m of Z D i n ICH \ \ y \ ,ONNECT TO EX. \ \ 3" SANITARY \ >EWER LINE \ SS SS „8a \ i DOMESTIC \ =RVICE W/ METER 1 \ INECT TO EX. 1 \ r WATER LINE \ C \ zm o \ 11 v� to VIA�� mZ z �o N m �o \ mr I j0 d \ \ N T DB \ z ` 5' SIDEWALK \ \ 0r-3°35'45" �c �< �2584.60 3 L =\16 2. 21 a LC=\-S 16e17'30"--E� \\ A=3°35'47" 1 2.18 \ m cn \ R=2634.60 \ �� \ L=165.37 LC=S 16e17'31 " E \ 21\ `\1 165.34 \ DEVELOPMENT SIGN BY OTHERS m 11Ln1� t� OVl�1709 0,WP�> 11 F.M R\GN�,12��5 pG LEGEND: EXIST. STORM DRAIN INLET EXIST. SEWER MANHOLE EXIST. WATER VALVE EXIST. WATER METER EXIST. FIRE HYDRANT EXIST. OVERHEAD ELECTRIC EXIST. UNDERGROUND ELECTRIC EXIST. POWER POLE EXIST. LIGHT POLE PARKING COUNT SIDEWALK PROP. WATER LINE PROP. SANITARY SEWER SERVICE PROP. FIRE WATER LINE OHE UGE O W t SS FW SITE DATA SUMMARY EXISTING ZONING SP-2 PROPOSED ZONING SP-2 LAND USE DESIGNATION DAY CARE NET ACREAGE 49, 478 SF / 1.14 AC NUMBER OF PROPOSED LOTS 1 AREA OF OPEN SPACE 19,091 SF PERCENTAGE OF OPEN SPACE 39% AREA OF IMPERVIOUS COVERAGE 30,387 SF PERCENTAGE OF IMPERVIOUS AREA 617. PROPOSED BUILDING AREA (SF) 10,000 SF NUMBER OF STORIES 1 MAXIMUM BUILDING HEIGHT 35'-0" PROPOSED FLOOR AREA 10,000 SF PROPOSED FLOOR AREA BY USE 10,000 SF REQUIRED PARKING (1 PS PER 5 PUPILS) 38 PROVIDED PARKING 38 STANDARD 36 HANDICAP 2 SHARED PARKING (LOT 3) 13 TOTAL 47 REQUIRED LOADING SPACES 0 PROVIDED LOADING SPACES 0 AREA OF OUTSIDE STORAGE 0 SF PERCENTAGE OF OUTSIDE STORAGE 0% START CONSTRUCTION MONTH/YEAR Feb-22 END CONSTRUCTION MONTH/YEAR Aug-22 APPLICANT: PERSHING CAPITAL LLC 262 CARROL ST., SUITE 7 FOR T WOR TH, TX CONTACT.- EDWARD MANUEL PHONE. 817. 995. 8269 EMAIL: EDWARD@PERSHINGCAP.COM O WNER: AISHWARYA PROPERTIES LLC 1000 LIPSCOMB ST., SUITE 110 FORT WORTH, TX 76104 i<e Johnson Road Lj � 1 � o � a o ego' I o'� SITE a P i m a West-Southlake-Bd'- m � \1 3 j\ NOT TO SCALE 0 10 20 40 I inch = 20 ft. SITE PLAN RIVER OAKS OFFICE PARK LOT 2, BLOCK 1 RIVER OAKS ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, TX TARRANT COUNTY, TEXAS 1.136 ACRES OUT OF JESSE G. ALLEN SURVEY, ABSTRACT A-18 mma civil engineering surveying landscape architecture planning tbpels registration number: f — 2759 tbpels registration/license number: 10088000 519 east border a r I i n g t o n, t e x a s 7 6 0 1 0 8 1 7 — 4 6 9 — 1 6 7 1 f a x: 8 1 7— 2 7 4— 8 7 5 7 w w w. m m a t e x a s. c o m 0911712021 SHEET 1 OF 3 I RIDGE VENT LINE OF HVAC UNITS (TYP; INTERNALLY LIT ROOF-1 COORDINATE Wl HVAC LED SIGN 35 SF THIN BRICK DRAWINGS)- RO OF-1 TuccO- OVERALL HEIGHT 22'-0" �-- �-- �---T- -� . r w,--���-- --�--�- — l .� _� �NTRANC CAN PY T- -�-� E O RI06E - T . . _...I � � __�7- — �....�- -� �---.: �-- 12 LINE 24'-2" '- r- - -r T-- - - -. -1--- --- - �.-•-�•--- I- -� i • - - �- ,- r---1--- - � - ram. .v _T.. _, {7 — i� t- _. — r �O. DORMER 16'-6" 1 —... --r--. 7_1 r— —� T— a - r- -- - ��lT _, �.�- ter., r VINYL-2 fr--�-�r--T`---� - - r -T"❑® -- � VINYL-2 'f r-"F— I . ALUMINUM Mr f ' GUTTER B.O. TRUSS 11'-0" VINYL -1 VINYL-3 I <„� STOREFRONT 8'-2" BRICK-1 \ ...�' f . ALUMINUM HEADOODERSWIDOWS SILL-1 -' � * `� '3 � /� i\ e �' � � � DOWNSPOUT ! 4 / 1` ,, COLOR: WHITET.O3-4. CONCRETE SILL r FLOOR FINISH !! _ n `' ` FINISHED FLOOR 1 1 _ L- E OE-FINISH-ELOOR�11 . TRIM-1 SILL-1 SFB-1 KNOX- TRIM-1 SILL-1 0'-0 HOSE BIBB _ _ _ FIXED WINDOW_ FIRE DEPT. L --- ---- -------------------------- — — — — -------------------------- C--------------------------------- — -- —LETTERING --------------LYP.} LETTERING TRIM-1 WEATHERPROOF STOREFRONT RECEPTACLE BRICK-1 (TYP; REF. ELEC. DWGS.) T.O. MANSARD EL. 22'-0" 0 N T.O. WATER TABLE EL, 3'-0" FINISH FLOOR EL. 0'-0" EAST E L EVATI O N SCALE: 118"=1'-0" LINE OF HVAC UNITS (TYP; COORDINATE WI HVAC DRAWINGS). ROOF-1 F-- — OVERALL HEIGHT 22'-0".$, 12 T-- r- _ - _7-.l--�- f -r - - 7- - - 7 _ -_ 7-- � r- - - RIDGE LINE 20 2 . _ .—Ion ENTRANCE CANOPY -7 1- �. - r : r 1- - - - - TO DORMER 16'- 8" ��VINYL3 r- .� - -r - - I-- - r p. -r -- T- f � r-- �^- �--�-+ .. r- - �..r�, - �r �-- - T- T 7 -, �. r�,.k r- T r- - — —�.. VINYL 2 -., _ ` I F _ ALUMINUM GUTTER B-O_ TRUSS 11'-0" NYL-3 E—— — — — — — — ---..=_�. C------- ----�3 STOREFRONT 6-2" — _--DOORS & WINDOWS SILL-1 HEADERS 7'--2" ..., . , 0 — BRICK-1 I I I 0 I I - f T.O. CONCRETE SILL w INISHED FLOOR LINE OF FINISH FLOOR-_,�. TRIM-1 HOSE BIBB TRIM-1 TRIM-1 1 HOSE BIBS SILL-1 C-------------- — — — — — — — — — — ---------------—..--.--.—.------ — — — — — —--------------.—.—� AWNING AT PLAY AREA FIXED WINDOWS, SILL-2 DRINKING FOUNTAIN DRINKING FOUNTAIN TYPICAL AWNING AT PLAY AREA WEATHERPROOF CALL BOX- REFER TO ELEC. KEY FOB- REFER TO ELEC- DWG CALL BOX- REFER TO ELEC. DWG RECEPTACLE (2 TYP; DWG FOR ADDITIONAL FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION REF. ELEC. DWGS.) INFORMATION WEST ELEVATION 2 SCALE: 118"=V-0" RIDGE LINE 20'-2" T.O. DORMER 16'-8" ALUMINUM GUTTER VINYL-1 VINYL-3 TRIM-1 SILL-1 FINISHED LINE OF FINISH FLOOR v _ CN Q CV 0 12,rle+- T-- ��--� - -- r— r-�- - LINE OF HVAC UNITS (TYP; COORDINATE Wl HVAC DRAWINGS). ROOF-1 TUCCO- RIDGE VENT OVERALL HEIGHT 27-0"� 70 ENTRANCE CANOPY �� -- — •,---~ � � RIDGE LINE 20'-2!! _O DORMER 16'-8" J- ! wo.Tir�rLi'rrTnTnTi.� i .� wTir—r�Lir'rTr.TrTr7 i .� FIXED_WINDOW TRIM-1 SILL-1 TRIM-1 E— — — — =7P1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SOUTH ELEVATION 3 SCALE:1/8"=1'-0" LINE OF HVAC UNITS (TYP; ROOF-1 COORDINATE WI HVAC - ROOF-1 DRAWINGS). ----- ------------_ w a�-- w�w��w�1� i. wiwwr�w� w�rrr•� 'wi�w�� _ _ __ _ j TRIM-1 TRIM-1 — — — — —I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - KNO}C-2 ELEC. SWITCHGEAR LOCATION TBD BY UTILITY COMPANY NORTH ELEVATION B.O. TRUSS 11'-4" �a STOREFRONT 8'-2" DOORS. & WINDOWS. HEADERS T-2" v� T.O. CONCRETE SILL 's FINIS ED OOR _LINE OF -FINISH FLOOR: U41 OVERALL HEIGHT 24'-0".$, ENTRANCE CANOPY RIDGE LINE 20 2 VINYL-3 T.D. DORMER 16-8" VINYL-2 ALUMINUM GUTTER 13.0, TRUSS 11'-0" STOREFRONT 8'-2" DOORS & WINDOWS HEADERS 7'-2" SILL-1 T.O. CONCRETE SILL NISHED FLOOR 31-0 LINE OF FINISH FLOOR-* BRICK-1 0'-4" 1. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE AN❑ HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS TECHNIQUES, SEQUENCE, AND JOB SITE SAFETY 2. GC MUST PROVIDE &INSTALL ALL PRODUCTS PER PLANS_ ONLY SUBSTITUTE[) PRODUCTS NEED TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. UNAPPROVED SUBSTITUTIONS WILL BE REPLACED AT THE EXPENSE OF THE GC. 3. VERBAL REPRESENTATION HAS NO VALUE AND ALI. REQUESTS TO CHANGE ANY PRODUCTS OR SPECIFICATIONS PER PLANS, MUST BE SUBMITTED IN WRITING TO THE ARCHITECT & TILE FOR APPROVAL. EXTERIOR MATERIAL SCHEDULE LABEL MANUFACTURER SIZE 1 TYPE FINISH 1 COLOR STOREFRONT KAWNEER PER DOORSCHEDULE PER D BONE WHITE DOOR - PER DOOR SCHEDULE FACTORY PRIMED SILVER LINE V1 SERIES FIXED WINDOW PLY GEM PER WINDOW SCHEDULE WHITE BRICK-1 GLEN GERRY MODULAR BROOKHAVEN SFB-1 BUECHEL STONE SMOOTH FACE TEXAS CREAM SILL-1 MODERN PRECAST 3 314"Hx6"W Wl 2" FLAT REGULAR (LIGHT GREY) Wl 114" DRIP EDGE STUCCO-1 DRYVIT SANDPEBBLE #474A PASTEL GREEN ROOF-1 GAF - TIMBERLINE ULTRA HD SHINGLES WEATHERED WOOD 30 YR. WARRANTY 6" ALUMINUM TYPE W GLITTER-1 - Wl LEAF SCREEN AND 6" MATCH FRIEZE BOARD LEADERS COLORSCAPES TRIPLE 4 WHITE VINYL-1 ROYAL BUILDING PRODUCTS PERFORATED SOFFIT (REF. NOTE 2 BELOW) NOM. THICKNESS 0.042" COLOR: SW 6130 VINYL-2 PLASTICLAD VINYL FREEZE BD. MANNERED GOLD 5!4"x 10" (1"x9-1l4" NET) (REF. NOTE 2 BELOW) COLOR- SW 6130 VINYL-3 FYPON VINYL TRIM BOARD MANNERED GOLD TX 16" PRODUCT: FLT179-12 TRIM-1 TBD CONCRETE LINTEL MATCH TEXAS CREAM 3200 SERIES WI RECESSED DARK BRONZE KNOX-1 KNOX BOX MOUNT FLANGE, HINGE (REF. NOTE 2 BELOW) DOOR, & TAMPER SWITCH FINISH SCHEDULE NOTES: 1. G.C. SHALL VERIFY KNOX BOX MODELS} AND LOCATIONS} WIT!-! AUTHORITY }-PAVING JURISDICTION PRIOR TO ORDERING AND INSTALLATION. 2. G.C. SHALL ENSURE ALL EXTERIOR FINISHES ARE INSTALLED AND FINISHED IN COMPLIANCE WITH MANUFACTURERS' WARRANTY REQUIREMENTS. BRICK-1 COLOR:SW 6130 BUILDING KEY PLAN RIVER OAKS DRIVE STUCCO-1 #474A Jannel Kizel ARCHITECTS AND ENGINEERS INC. 42 OKNER PARKWAY LIVINGSTON, NEW .JERSEY 07039 TEL:973-994-9669 FAX: 973-994-4069 www.jormelkizel.com Architecture Engineering Interior Design Implementation Services Q:D Z IL n 'W a� v 2 = 0 u � i�i oQ � � N a ~ e ❑ W W D W = g° Sal � � a W PROFESSIONAL CERTIFICATION LICENSE NUMBER: 17123 EXPIRATION DATE: 7/31 /2022 JEROME LESLIE EBEN, FAIA Project Number: Scale: TLETX21-044 118"=1'-0" Drawn By: Approved By: CS MBJ Drawing Name: EXTERIOR ELEVATIONS Drawing Number: SAml I N O N n�Cl(�nl/GYICTInI(� nDAIKI0(-_`G ODGA NAAD -PROPOSED DRAINAGE f AREA. I TI ES OBTAINED Q=CiA (AREA = 0.927 AC) Q= 0.9*9.63*0.927=8.03 PROPOSED RUNOFF IS LESS THAN DESIGN/EXISTING RUNOFF FOR SAME AREA. L v/D - vCCI� SP-2 -IFGENERALIZED SITE PLAN LOT 4, BLOCK 1 RIVER OAKS ADDITION CABINET A, SIDE 12215 PRTCT YI' 10' U AID R.A.E F g 10• uwN / 1 EASdEMT LI / 65. / ACCESS EASEMENT AN ­­Na AGREEMENT / C.C. MST. N0. DYO]T]5J41. 1 LUD = COMMERCIAL I CASEMENT 1 GENERALIZED SITE PLAN I LOT 1, BLOCK 1 I RIVER OAKS ADDITION I I CABINET A. SLIDE 12215 PRTCT I WI A. / E � COMMON ACCESS I \ O - EASEMENT -11 RIVE S D RIVER K�5T(VARIABLE "D G 12215 �® CABINET P`' \ _ 657. / 13 LUD OFFICE S P - 2 TE PLAN GENERALIZED AISHWARYA PROPERTIES, LLC CC# D215138534 DRTCT LOT 3, BLOCK 1 RIVER OAKS ADDITION ---- CABINET A. SLIDE 12215 - - ---- PRTCT JO'INCRE55 AND EGRESS RICHARO KEMN SKELTO.N ANO WM PEGGY JUE SKEL ION WLUME A386, PACE 4 D.R. T.C.T. - - - - - - - - - IIr/ E! S EA-Y TA. N 10-02 22 W �o C 27WA] 386.73' O.R.T.GT i 656.75 8.7 657.91 Q 658. runic nnierr_ �1. _ sG•emr.GMc LUD = RETAIL/COMMERCIAL (ED DETAILED SITE PLAN NADO I, LLC CC# D207331674 DRTCT PROPOSED DRAINAGE AREA MAP Pershing Southlake -The Learning Center EXISTING CONDITIONS DRAINAGE AREA COMPUTATIONS Runoff AREA Time of Area Total 12yr Q 2yr 15 Q5 125 Q25 1100 Q100 Coef. "A" Concentration Ca 2 C*Ca 2 Ca 5 C*Ca 5 Ca 25 C*Ca 25 Ca 100 C*Ca 100 COMMENTS Name "C" (ac.) 11CA1� (min) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 A 0.90 1.50 1.35 10.00 1.00 0.90 4.19 5.66 1.00 0.90 5.46 7.37 1.00 0.90 7.69 10.38 1.00 0.90 9.63 13.00 Pershing Southlake -The Learning Center WEIGHTED C VALUE COMPUTATIONS AREA NAME DESCRIPTION AREA -AE.-C" AC. C*A WEIGHTED "C" Area N o. BUILDING 0.2296 0.95 0.2181 PARKING 0.3230 0.95 0.3069 SIDEWALKS, FLUME AND WALL 0.1578 0.95 0.1499 OPEN SPACE 0.4196 0.35 0.1469 TOTALS 1.1300 0.8217 0.727 Pershing Southlake -The Learning Center PROPOSED CONDITIONS DRAINAGE AREA COMPUTATIONS Area Runoff AREA Total Time of 12yr Q 2yr 15 Q5 125 Q25 1100 Q100 Name Coef. Coef. IIA" 1�CA1� Concentration Ca 2 C*Ca 2 (in/hr) (cfs) Ca 5 C*Ca 5 (in/hr) (cfs) Ca 25 C*Ca 25 (in/hr) (cfs) Ca 100 C*Ca 100 (in/hr) (cfs) COMMENTS (ac.) (min) 1 2 3 1 4 1 5 6 1 7 1 8 9 10 1 11 12 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 A 0.73 1.13 0.82 10.00 1.00 1 0.73 1 4.19 3.45 1.00 1 0.73 5.46 4.48 1 1.00 1 0.73 1 7.69 6.32 1 1.00 1 0.73 1 9.63 1 7.91 PROPOSED DRAINAGE AREA. DRAINAGE AREA MAPS RIVER OAKS OFFICE PARK LOT 2, BLOCK 1 RIVER OAKS ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, TX TARRANT COUNTY, TEXAS 1.136 ACRES OUT OF JESSE G. ALLEN SURVEY, ABSTRACT A-18 0 20 40 80 1 inch = 40 ft. mma civil engineering surveying landscape architecture planning tbpels registration number: f - 2759 tbpels registration/license number: 10088000 519 east border a r I i n g t o n, t e x a s 7 6 0 1 0 817-469-1671 fa x: 81 7- 27 4- 87 5 7 w w w. m m a t e x a s. c o m 0812JI2021 SHEET 1 OF 1 S� 1t �r �1 si Lei APPtOX- LOCATION / I �. EXI LING POND ROCKI II RIP SPILLWAY JISTI NG PC1ND� � r I � 1 r r f 'DRAMAI 6EA� TYR IN r r rr EXISTING POAD ON LOTPO-R. 1 EXISTING PDt�D ouTF 5 NORTH, r 1 OF THE RIVE OAKS PR PERTY, ' r 1 r � r 1, t r r r ALE: r ; 1" , nn- I itIVEM RIM r JEWCO ' ' r I r r r � - I ' I t %Ii t r co r r ❑ I ITI � 1ID C ESTATES .j. t I VOLUME 38B, PG 41 r GL?TP'T I UH-5l I E UKAINACik AREA MAP i I 100-YEAR STORM DRAIN CALCULATIONS PIPE POINT -U.5. HGL INVERT SECTION LENGTH SLOPE SECTION AVERAGE SYSTEM Q100 NO. U.S, U.S. SHAPE ENERGY Q100 VELOCITY FLOW D.S. D.S. D.S. SIZE CONST'D CAPACITY TIME V IFTl CFS (FPS) VAIN) (CFS) S D-A P-01 10, Cl 91 651.09 648.08 1 CAculer 21.99 0.002295 7.59 3,16 10 7.59 45 DEG WYE 651,04 647.9 21 inch 0.008186 14,33 P-02 45 DEG WYE 650,99 647.9 Circular 91.33 0.002295 7.59 3.16 10,12 7,59 45 DEG V YE 650.70 647.18 21 inch 0.007883 14.07 P-03 45 DEG WYE 650.44 647.18 Cl=lar 5.83 0.09969 15.82 6.50 10.6 15.62 45 DEG WYE 650.39 647.13 21 inch 0.008503 14.61 P-04 45 DEG WYE 650,10 647.13 Circular 39.03 0,006D31 24.05 6.05 10.51 24,05 45 DEG WYE 649.87 645.71 27 Inch 0,036382 59�07 P-05 46 DEG WYE 649.25 645.71 Circular 12.76 0,012737 75,27 10,65 10,12 75.27 GRI)13RK 649.09 845,25 36 Inch 0.03605 126.53 P-0B GRD BRK 649,09 645,25 Circular 40.03 0.012737 75,27 10.65 10.74 75.27 36' 4:1 HOWL 648,50 639 361nch 0.135781 245.76 SO -Al P-07 10' Cl 43 550.91 647.29 Circular 21.8 0.005139 8.23 4,65 10 0.23 45 DEG WYE 650.78 647.18 1B inch 0.005040 7.46 SD•A2 P-0B W Ci 92 650.52 647.24 Circular 21.95 0.006139 8.23 4.65 10 6.23 45 DEG WYE 650.39 647.13 18 Inch 0.005009 7.43 SD-A3 P-09 la Cl 04 65D.76 646,75 Circular 37.29 0.006839 25.51 BA4 10 25,61 60 DEG WYE 650.50 645,99 27 inch 0.02D381 44.21 P-10 60 DEG WYE 650.09 645.99 Circular 14.12 0.015595 51.22 10.43 10.1 51.22 45 DEG WYE 649.87 645.71 30 Inch 0.01983 57.76 SD-A4 P-11 10, CI #5 650.65 645.75 Circular 2263 0.0D5839 25.61 5.44 10 25.61 45 DEG WYE 650.50 645.99 27 Inch 0.033584 56.75 S D-B P-13 10' CI #7 648.71 647.67 Ctrcuiar 41.63 0.005347 7.8 4.25 10 7.8 GRD BRK 648,69M64142 21 Inch 0,030026 27.46 P-14 GRD BRK 648.61 Circular 4167 0.002424 7.8 3.24 10.21 7.8 21"4:1 HDWL 648,50 21 Inch 0.14518 60.37 P-15 19 CI #6 649.39 Circular 19.5 0.009669 15.58 6.46 10 15.58 45 OEG BEN 649,21 21 Inch 0.046154 34.04 P-16 45 DEG BEN 848.88 644,22 1 Clxuler 39.20 0.009669 15.5E 1 6.46 1 10.05 1 15.58 18" 4:1 HDWL1 549.50 642.52 1 21 inch .045825 33.92 I'DC GA Tc 15g7.75 1100 Q100 COMME?dTS (MIN) IN1HRINIHR CFS _ _ ' A 1.50 0.9 1.35 10 5,74 9.24 12.47 C 1.00 0.9 0.90 10 5,74 9.24 8.32 D 1.40 0.9 1.26 10 6.74 7.23 9,24 11.64 1! I E 1.10 0.9 0,99 10 5,74 5.58 9.24 9.15 F 0.60 0.9 0.54 10 5.74 3.10 9,24 4.99 Retentlon Pond G 1.60 0.9 1.44 10 5.74 8.27 S24 13,31 H 0,50 0.9 0.45 10 5.74 2.58 0.24 4.16 Drains to Future Culverts 05-1 1.80 0.35 0.63 i6 4.06 3.05 7.98 5.03 Residential Estate Lots OS-2 3.30 0.35 1.16 15 4,86 5,61 7.98 1 9.22 lResIdentlal Estate Lois OS-0 1.50 0.35 0.53 15 4.86 2,55 7.98 1 4.19 lResidontIDI Estate Lots OSA 1,60 0,35 0,56 15 4.86 2-72 7.98 1 4.47 lResidential Estate Lois 6-YE4R INLET CALCULATIONS ISTREET n = 0.015 1 1-�-� -T-- - INLET INLET DRAINAGE Q5 CARRY TOTAL STREET LONG. GUTTER _ GUTTER TOTAL Q INLET INLET BYPASS_ _PERCENT NO TYPE AREA FLOW OVER FLOW WIDTH SLOPE CAP. _FI-OW_ DEPTH DEPRESS DEPTH PER FT LENGTH _INLET CAPACITY FLOW CAPTURE GFSI CFS CFS FTf CFS ciJfl fl cis cts i ON GRADE A + OSA 10.47 0 10.47 30 0,008 wi; 0.42 0.33 0.75 0,71 10.00 7,08 3.39 67,6 2 ON GRADE C+ 03-3 7.72 3,39 11.11 30 0.008 10.6 0.42 0.33 0.75 0.71 10,00 7,08 4,04 63.7 3 ON GRADE B 1.55 0 1.55 30 0.003 10.6 0.26 0,33 0,59 0,55 10.00 5.51 0 100 4 SUMP (E + OS-2)12 5.65 7.56 13.21 30 0,01 11.9 0.47 0.33 0,80 2.15 10.00 21.47 0 100 5 SUMP (E + OS-2)12 5.65 0 5.65 30 0,01 11.9 0.47 0.33 0.80 2.15 10,00 21.47 0 100 6 SUMP D 7.23 0 7,23 24 0,01 16.B 0.37 0.33 0.70 1.76 10.00 17.57 0 100 7 ON GRADE G + OS-1 11.33 0 11.33 30 0.01 11.9 0,49 0.33 0.82 0.78 i0.00 7.80 3.52 bB.9 I 100-YEAR INLET CALCULATIONS STREETn = 0.015 ROW n = 0,020 1 1T I INLET INLET DRAINAGE 0100 CARRY TOTAL ROW LONG. ROW FLOW GUTTER TOTAL QINLET INLET INLET BYPASS PERCENT NO TYPE AREA FLOW OVER FLOW WIDTH SLOPE CAP, DEPTH DEPRESS DEPTH PER FT LENGTH CAPACITY FLOW CAPTURE CFS CFS CF5 (FT) FTIM CFS FT Cfslfl ft) Icfs} cfs ��- 1 ON GRADE A + OSA 16,94 0 16.94 40 0.008 33.3 0.47 0.33 0.80 0,76 10.00 7.59 9.35 44.8 2 ON GRADE C + OS-3 12.51 9.35 21.85 40 0,008 33.3 0.53 0.33 0.86 0.82 10.00 8.23 3.94 82.0 3 ON GRADE 9 2.49 0 2.49 40 0.008 33.3 0.53 0.33 0.86 0.82 10.00 8.23 3.94 82.0 4 SUMP (E + OS-2)f2 9.16 14.47 23.65 40 0.01 37,2 0,57 0.33 0.00 2.56 10.00 25,51 0 100 5 SUMP fE + OS-2)/2 9.16 0 9.18 40 0,01 37.2 0.57 0.33 0.90 2.56 10.00 25.61 0 100 6 SUMP ❑ 11.64 3.94 15.58 NIA 0.01 16,8 0.49 0.33 0.B2 2.23 10.00 22.28 0 100 7 ON GRADE G + 05-1 10.33 0 1 10.33 40 0.01 37.2 1 0,49 0.33 f 0.82 1 0.78 10.0 7.80 10.53 416 � A E1 NOT TO SCALE mma civil engineering surveying landscape architecture planning tbpels registration number: f - 2759 tbpels registration/license number: 10088000 EXISTING DRAINAGE MAP 519 east border THE LEARNING CENTER arlingtan, texas 76010 8 1 7 - 4 6 9 - 1 6 7 1 SOUTH LAKE, TX fax: 8 1 7 - 2 7 4 - 8 7 5 7 w w w. m m a t e x a s. c o m 0812312021 SHEET 1 OF 1 SCALE: Y: HIA PREPARE a: d/13/2006 Sheet No. 7 cr 22 1�3 li I -3HO ME= 663.73 II I 1\\ \ I I I \l LUD = RETAIL/COMMERCIAL ' P -I DETAILED SITE PLAN NADO 1, LLC CC# D207331674 \ DRTCT \ 1\ 1 1 1 \ 1 wV \ L UD = OFFICE 00or \ \ \ SP 2 \ I 1 LUD \ OFFI CE\ \ \ 1 1 1 \ \ \ \ GENERA L I ZED SITE I \ \ I 1 1 \ 1 LOT 4, BLOCK 1 SP-2 v � v \ \ \ RIVER OAKS ADDITION GENE A L I ZED SITE PL A N\ \ \ `\ 1 I \\ CABINET PRTCLIDE 12215 LOT 3, LOCK 1 1 AISHWARYA RIVER OAKS PROPERTIES, LLC ADDITION CC# D215138534 CABINET A, SLIDE 12215 DRTCT \ \ PRTCT \ \ \ I 1 \ \ \66 s\ \ � ME= 654. 01\ " " " ` I LUD = COMMERCIAL BL \ KE � 0tjrf� LA S �.M. 1709 of 3c, wV0 \\ �G • 12� \G W� —A—' " 0 10 20 40 "O!!!� 1 inch = 20 ft. ea a- Johnson Road 1Loj9�� v a z� N 10 0 .I C i A n m West-Soath�ake-�' x v n �m �1 I - m NO SCALE LEGEND: EXIST. CONTOUR — —640- — EXIST. STORM DRAIN INLET PROP. CONTOUR 640 FINISHED FLOOR ELEVATION FF=630.0 PROP. TOP OF PAVEMENT • TP 630.00 PROP. TOP OF WALL • TW 630.00 PROP. BOTTOM OF WALL • BW 630.00 MATCH EXISTING • ME 630.00f PROP. RETAINING WALL FLOW ARROW now NDTES: 1. STORMWATER RUNOFF TO DRAIN INTO EXISTING RETENTION POND LOCATED NORTH OF SITE PER AS —BUILT "104 AND 112 RIVER OAKS DRIVE" PLANS. 0 10 20 40 1 inch = 20 ft. PRELIMINARY GRADING PLAN RIVER OAKS OFFICE PARK LOT 2, BLOCK 1 RIVER OAKS ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, TX TARRANT COUNTY, TEXAS 1.136 ACRES OUT OF JESSE G. ALLEN SURVEY, ABSTRACT A-18 APPLICANT: PERSHING CAPITAL LLC 262 CARROL ST., SUITE 7 FOR T WOR TH, TX CONTACT.- EDWARD MANUEL PHONE. 817. 995. 8269 EMAIL: EDWARD@PERSHINGCAP.COM O WNER: / AISHWARYA PROPERTIES LLC 1000 LIPSCOMB ST., SUITE 110 FORT WORTH, TX 76104 mma civil engineering surveying landscape architecture planning tbpels registration number: f — 2759 tbpels registration/license number: 10088000 519 east border a r I i n g t o n, t e x a s 7 6 0 1 0 8 1 7 — 4 6 9 — 1 6 7 1 fa x: 8 1 7— 2 7 4— 8 7 5 7 w w w. m m a t e x a s. c o m 0812JI2021 SHEET 1 OF 1 6' IRON FE APPEARANCE OF GOOD SOD SHOOTS — OR GRASS BLADES. GRASS SHOULD BE GREEN AND HEALTHY, MOWED AT A 2"-3" CUTTING HEIGHT KEEP MULCH 2" AWAY FROM TRUNK OR STEMS OF SHRUBS THATCH — GRASS CLIPPINGS AND DEAD LEAVES, UP TO 1/2" THICK, ROOT 70NF — SOIL AND ROOTS DO NOT CREATE SHOULD BE 1/2" — 3/4" THICK, WITH DENSE ROOT MAT FOR STRENGTH. SHRUB PLANTINGS LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPS TIGHTLY AGAINST EACH OTHER. DO NOT LEAVE SPACES AND DO NOT OVERLAP. A SHARPENED MASON'S TROWEL IS A HANDY TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES. SOD NOT TO SCALE UNDISTURBED NATIVE SOIL SET ROOTBALL CROWN 112" — 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH ENTIRE EXTENT OF PLANTING BED TO 2" DEPTH r FINISHED GRADE. i+ NATIVE SOIL AMENDED PER SPECIFICATION. ROOTBALL nn xxi.r xxi.r xxi. _ SHRUB PLANTING IMPORTANT BACKFILL NOTE: ADD 213 CUPS PER CALIPER TEXTURE TERRA —SORB HYDRC NCHES OF NATIVE SOIL BACK THOROUGHLY MIX TERRA—SOR MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. BEFORE PLANTING, IF ROOT FLARE IS NOT VISIBLE, REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL UNTIL THE ROOT FLARE IS EXPOSED ONCE THE ROOT FLARE IS EXPOSED, SET THE TOP OF THE ROOT BALL 2" HIGHER THAN ADJACENT GRADE MULCH PLANTING PIT WITH 1" DEPTH OF SHREDDED HARDWOOD MULCH. KEEP MULCH 6" AWAY FROM TREE TRUNK. PLACE ROOT BALL ON UNEXCA VA TED SOIL SO THAT ROOT BALL DOES NOT SHIFT OR SETTLE. DO NOT CUT CENTRAL LEADER; REMOVE CO —DOMINATE LEADER IF PRESENT EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. MULCH RING; SEE MULCH RING DETAIL FOR SIZE REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. iU lvvl,t iht �)iZt ` BACKFILL WITH NATIVE SOIL NOTES: OF THE ROOT BALL EXCAVATED FROM TREE 1. DO NOT HEAVILY PRUNE THE TREE AT TIME OF PLANTING. PLANTING 2. PRUNE ONLY CROSSOVER LIMBS, CO —DOMINANT LEADERS, AND BROKEN 19{. DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. TREE PLANTING DETAIL IN ALL SOIL TYPES LANDSCAPE DATA INTERIOR LANDSCAPE REQUIREMENTS REQUIRED PROVIDED BUILDING SQFT - 10,000SQFT LANDSCAPE REQ'D: SP2; C-3 (GENERAL COMMERCIAL); 50% OF 10,000 SQ FT 5,000 SQ FT 18,683 SQ FT EXISTI NG TREES TO REMAIN - 16TREES 1 CANOPY TREE PER 500 SQ FT OUT OF 5,000 SQ FT; 5,000/500= 10 CANOPY TREES 15 CANOPY TREES 1 UNDERSTORY TREE PER 250 SQ FT OUT OF 5,000 SQ FT; 5,000/250= 20 UNDERSTORY TREES 21 UNDERSTORY TREES 1 SHRUB PER 40 SQ FT OUT OF 5,000 SQ FT; 5, 000/40 125 SHRUBS 41 shrubs GROUND COVER 15% OF 5,000 750 SQ FT 1, 671 SF SEASONAL COLOR 2% OF 5,000 100 SQ FT 126 SQ FT PARKING LOT LANDSCAPE REQUIREMENTS 25%-75%OF PARKING BETWEEN FAQADE AND ROW CALLS FOR 20 SQ FT OF LA PER PARKING STALL; 37STALLS * 30 SQ FT 1,110 SQ FT OF LANDSCAPE 6,301 SQ FT EACH PARKI NG ISLAN D SHALL CONTAI N 1 CANOPY TREE (ISLAND WITH LIGHT POLES CAN SUBSTITUTE 2 ACCENT TREES) 5 CANOPY TREES AND 6 ORNAMENTAL TREES SCREENING GARBAGE SHALL BE SCREENED BY 6' PLANTINGS 7 NELLIE R STEVENS BUFFERYARD NORTH: (220 LINEAR FEET) PERTHE RIVER OAKS DEVELOPMENT STANDARDS INTERNAL BUFFERYARDS AND BUFERYARDS ADJACENTTO RIVER OAKS DRIVE ARE NOT REQUIRED. EAST: (217 LINEAR FEET) PERTHE RIVER OAKS DEVELOPMENT STANDARDS INTERNAL BUFFERYARDS AND BUFERYARDS ADJACENTTO RIVER OAKS DRIVE ARE NOT REQUIRED. SOUTH: (237 LINEAR FEET) 20' WIDEYARD - 20' WIDE YARD 4CANOPYTREES PER 100 LINEAR FEET 10TREES 10TREES 3ACCENT TREES PER 100 LINEAR FEET 8TREES 9TREES 14SHRUBS PER 100 LINEAR FEET 34SHRUBS 34SHRUBS WEST: (206 LINEAR FEET) 10' WIDEYARD - 10' WIDEYARD 3 CANOPY TREES PER 100 LINEAR FEET 7TREES 14 EXISTING CANOPY TREES 6ACCENT TREES PER 100 LINEAR FEET 13TREES 60RNMENTAL TREES 8SHRUBS PER 100 LINEAR FEET 17SHRUBS 20SHRUBS G WROUGHT IRON FENCE G WROUGHT IRON FENCE G WROUGHT IRON FENCE 2 " SQ. STEEL TOP f 3/4 " SQ. SOLID STEEL PICKI 2" SQ. STEEL POST SPACE BETWEEN PICKETS SHALL NOT EXCEED 4 INCHES 2 " SQ. STEEL BOTTOM RAIL MAX. VERTICAL CLEARANCE SHALL BE 2 INCHES J, NTS 1 inch — 20 ft. r Johnson Road Lo�e9 \1 \ O \\ w \ a w. r�ov- d � SITE A m 1 a IWesbSoulh�ake"gd. x o v 1O o e I NO SCALE PLANT SCHEDULE LARGE TREES CODE QTY COMMON / BOTANICAL NAME EXT 15 EXISTING TREE TO REMAIN LO 7 LIVE OAK ' QUERCUS VIRGINIANA NURSERY GROWN RO 8 SHUMARD RED OAK 0 QUERCUS SHUMARDII NURSERY GROWN ORNAMENTAL TREES CODE QTY COMMON / BOTANICAL NAME DW 6 BUBBA DESERT WILLOW CHILOPSIS LINEARIS `BUBBA' NURSERY GROWN —0 all CCM 5 CATAWBA CREPE MYRLTLE (PURPLE) 40 LAGERSTROEMIA INDICA 'CATAWBA' oft LW 4 NATCHEZ CREPE MYRTYLE (WHITE) 40 LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' RB 6 REDBUD CERCIS CANADENSIS 0 NURSERY GROWN SHRUBS CODE QTY COMMON / BOTANICAL NAME NR 7 NELLIE R. STEVENS HOLLY ILEX X 'NELLIE R STEVENS' SHRUBS TO BE FULLY BRANCHED TO THE O GROUND, MINIMUM OF 5' HIGH WITH MINIMUM 36" SPREAD AT BASE, AT TIME OF PLANTING GROUND COVERS CODE QTY COMMON / BOTANICAL NAME RR 1,443 3"-5" DEPTH OVER LANDSCAPE FABRIC RIVER ROCK CB 16,889 SF COMMON BERMUDA CYNODON DACTYLON MF 69 MEXICAN FEATHERGRASS NASSELLA TENUISSIMA SC 30 SEASONAL COLOR SEASONAL COLOR PRELI M I NARY FOR REVIEW ONLY These documents are for Design Review and not intended for Construction, Didding or Permit Purposes. They were prepared by, or under the 51Jpervi5ion of: Michael G. Martin L.A.#263G O WNER: AISHWARYA PROPERTIES LLC 1000 LIPSCOMB ST., SUITE 110 FORT WORTH, TX 76104 APPLICANT: PERSHING CAPITAL LLC 262 CARROL ST., SUITE 7 FOR T WOR TH, TX CONTACT.- EDWARD MANUEL PHONE: 817.995.8269 EMAIL: EDWARD@PERSHINGCAP.COM LANDSCAPE PLAN THE LEARNING CENTER SOUTHLAKE, TX Ej mma civil engineering surveying landscape architecture planning tbpels registration number: f — 2759 tbpels registration/license number: 10088000 519 east border a r I i n g t o n, t e x a s 7 6 0 1 0 817-469-1671 f a x: 8 1 7— 2 7 4— 8 7 5 7 NTS NTS w w w. m m a t e x a s. c o m 0810212021 SHEET 1 OF 11 6' IRON FE APPEARANCE OF GOOD SOD .SHOOTS — OR GRASS BLADES. GRASS SHOULD BE GREEN AND HEALTHY, MOWED AT A 2"-3" CUTTING HEIGHT THATCH — GRASS CLIPPINGS AND DEAD LEAVES, UP TO 1/2" THICK, ROOT 70NF — SOIL AND ROOTS SHOULD BE 1/2" - 3/4» THICK, WITH DENSE ROOT MAT FOR STRENGTH. LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPS TIGHTLY AGAINST EACH OTHER. DO NOT LEAVE SPACES AND DO NOT OVERLAP. A SHARPENED MASON'S TROWEL IS A HANDY TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES. SOD NOT TO SCALE KEEP MULCH 2" AWAY FROM TRUNK OR STEMS OF SHRUBS DO NOT CREATE WATER WELL AT SHRUB PLANTINGS UNDISTURBED NATIVE SOIL SET ROOTBALL CROWN 112" - 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH ENTIRE EXTENT OF PLANTING BED TO 2" DEPTH r FINISHED GRADE. i+ NATIVE SOIL AMENDED PER SPECIFICATION. ROOTBALL nn xxi.r xxi.r xxi. _ SHRUB PLANTING IMPORTANT BACKFILL NOTE: ADD 213 CUPS PER CALIPER TEXTURE TERRA -SORB HYDRC NCHES OF NATIVE SOIL BACK THOROUGHLY MIX TERRA-SOR MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. BEFORE PLANTING, IF ROOT FLARE IS NOT VISIBLE, REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL UNTIL THE ROOT FLARE IS EXPOSED ONCE THE ROOT FLARE IS EXPOSED, SET THE TOP OF THE ROOT BALL 2" HIGHER THAN ADJACENT GRADE MULCH PLANTING PIT WITH 1" DEPTH OF SHREDDED HARDWOOD MULCH. KEEP MULCH 6" AWAY FROM TREE TRUNK. PLACE ROOT BALL ON UNEXCA VA TED SOIL SO THAT ROOT BALL DOES NOT SHIFT OR SETTLE. DO NOT CUT CENTRAL LEADER; REMOVE CO -DOMINATE LEADER IF PRESENT EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. MULCH RING; SEE MULCH RING DETAIL FOR SIZE REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. iU lvvl,t iht �)iZL ` BACKFILL WITH NATIVE SOIL NOTES: OF THE ROOT BALL EXCAVATED FROM TREE 1. DO NOT HEAVILY PRUNE THE TREE AT TIME OF PLANTING. PLANTING 2. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN 19{- DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. TREE PLANTING DETAIL IN ALL SOIL TYPES LANDSCAPE DATA INTERIOR LANDSCAPE REQUIREMENTS REQUIRED PROVIDED BUILDING SQFT - 10,000SQFT LANDSCAPE REQ'D: SP2; C-3 (GENERAL COMMERCIAL); 50% OF 10,000 SQ FT 5,000 SQ FT 18,683 SQ FT EXISTI NG TREES TO REMAIN - 16TREES 1 CANOPY TREE PER 500 SQ FT OUT OF 5,000 SQ FT; 5,000/500= 10 CANOPY TREES 15 CANOPY TREES 1 UNDERSTORY TREE PER 250 SQ FT OUT OF 5,000 SQ FT; 5,000/250= 20 UNDERSTORY TREES 21 UNDERSTORY TREES 1 SHRUB PER 40 SQ FT OUT OF 5,000 SQ FT; 5, 000/40 125 SHRUBS 41 shrubs GROUND COVER 15% OF 5,000 750 SQ FT 1, 671 SF SEASONAL COLOR 2% OF 5,000 100 SQ FT 126 SQ FT PARKING LOT LANDSCAPE REQUIREMENTS 25%-75%OF PARKING BETWEEN FAQADE AND ROW CALLS FOR 20 SQ FT OF LA PER PARKING STALL; 37STALLS * 30 SQ FT 1,110 SQ FT OF LANDSCAPE 6,301 SQ FT EACH PARKI NG ISLAN D SHALL CONTAI N 1 CANOPY TREE (ISLAND WITH LIGHT POLES CAN SUBSTITUTE 2 ACCENT TREES) 5 CANOPY TREES AND 6 ORNAMENTAL TREES SCREENING GARBAGE SHALL BE SCREENED BY 6' PLANTINGS 7 NELLIE R STEVENS BUFFERYARD NORTH: (220 LINEAR FEET) PERTHE RIVER OAKS DEVELOPMENT STANDARDS INTERNAL BUFFERYARDS AND BUFERYARDS ADJACENTTO RIVER OAKS DRIVE ARE NOT REQUIRED. EAST: (217 LINEAR FEET) PERTHE RIVER OAKS DEVELOPMENT STANDARDS INTERNAL BUFFERYARDS AND BUFERYARDS ADJACENTTO RIVER OAKS DRIVE ARE NOT REQUIRED. SOUTH: (237 LINEAR FEET) 20' WIDEYARD - 20' WIDE YARD 4CANOPYTREES PER 100 LINEAR FEET 10TREES 10TREES 3ACCENT TREES PER 100 LINEAR FEET 8TREES 9TREES 14SHRUBS PER 100 LINEAR FEET 34SHRUBS 34SHRUBS WEST: (206 LINEAR FEET) 10' WIDEYARD - 10' WIDEYARD 3 CANOPY TREES PER 100 LINEAR FEET 7TREES 14 EXISTING CANOPY TREES 6ACCENT TREES PER 100 LINEAR FEET 13TREES 60RNMENTAL TREES 8SHRUBS PER 100 LINEAR FEET 17SHRUBS 20SHRUBS G WROUGHT IRON FENCE G WROUGHT IRON FENCE G WROUGHT IRON FENCE 2 " SQ. STEEL TOP f 3/4 " SQ. SOLID STEEL PICKI 2" SQ. STEEL POST SPACE BETWEEN PICKETS SHALL NOT EXCEED 4 INCHES 2 " SQ. STEEL BOTTOM RAIL MAX. VERTICAL CLEARANCE SHALL BE 2 INCHES J, NTS 1 inch - 20 ft. NO SCALE CSHT SCHEDULE LARGE TREES CODE QTY COMMON / BOTANICAL NAME CAL. EXT 17 EXISTING TREE TO REMAIN — LO 7 LIVE OAK 3» CAL. + C QUERGDS VIRGINIANA NURSERY GROWN RO 8 SHUMARD RED OAK 3» CAL. C QUERCUS SHUMARDII NURSERY GROWN ORNAMENTAL TREES CODE QTY COMMON / BOTANICAL NAME CAL. DW 6 BUBBA DESERT WILLOW 3" CAL. C CHILOPSIS LINEARIS `BUBBA` NURSERY GROWN CCM 5 CATAWBA CREPE MYRTTLE (PURPLE) 3" CAL. LAGERSTROEMIA INDICA 'CATAWBA' LW 4 NATCHEZ CREPE MYRTYLE (WHITE) 3" CAL. C LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' RB 6 RE 3» CAL. C CERCIS RCIS CANADENSIS NURSERY GROWN SHRUBS CODE QTY COMMON / BOTANICAL NAME CONTAINER NR 7 NELLIE R. STEVENS HOLLY CONTAINER OR B&B ILEX X `NELLIE R STEVENS` SHRUBS TO BE FULLY BRANCHED TO THE 0 GROUND, MINIMUM OF 5' HIGH WITH MINIMUM 36" SPREAD AT BASE, AT TIME OF PLANTING GROUND COVERS CODE QTY COMMON / BOTANICAL NAME CONTAINER � o RR PER PLAN 3"-5" DEPTH OVER LANDSCAPE FABRIC — 00�0�0��go0��go0 RIVER ROCK CB 16,889 SF COMMON BERMUDA SOLID SOD OR HYDROMULCH CYNODON DACTYLON ME 69 MEXICAN FEATHERGRASS 1 GAL. NASSELLA TENUISSIMA SC 30 SEASONAL COLOR 4" POTS SEASONAL COLOR PRELI M I NARY FOR REVIEW ONLY These documents are for Design Review and not intended for Construction, Diddincj or Permit Purposes. They were prepared by, or under the 5uperv15ion of: Michael G. Martin L.A.#283G O WNER: AISHWARYA PROPERTIES LLC 1000 LIPSCOMB ST., SUITE 110 FORT WORTH, TX 76104 APPLICANT: PERSHING CAPITAL LLC 262 CARROL ST., SUITE 7 FOR T WOR TH, TX CONTACT.- EDWARD MANUEL PHONE. 817. 995. 8269 EMAIL: EDWARD@PERSHINGCAP.COM LANDSCAPE PLAN THE LEARNING CENTER SOUTHLAKE, TX Ej mma civil engineering surveying landscape architecture planning tbpels registration number: f — 2759 tbpels registration/license number: 10088000 519 east border a r I i n g t o n, t e x a s 7 6 0 1 0 817-469-1671 f a x: 8 1 7— 2 7 4— 8 7 5 7 NTS NTS w w w. m m a t e x a s. c o m 0810212021 SHEET 1 OF 11 \ CABINET A, SLIDE 12215 DRTCT � zo \ I I V) I PR TCT \ I \ O \ D - TP= 657.26 3H❑ / TP=664.01 I \ \ \ I U� U \ \ \ TP= 656.90 4.0% \ 0 \ / \❑ I 65 \ i I 00 \ I \ � ° 5 6 0.5% ' \ 6.22 w / \ 93 Z Z D F Z O OO \ ro t LO (_T\ �/ I LI I 663.66 \� � � ° \ TP- 6��jj I SS „8-)(3 \ 6m TP=660.01 C RB C T=657. 0 SS 7 z \ TP=�6 2 TP 660.3 a TP= 657.54 TP- 650 \\ \ m ° I I a d \ \ z P= 658.2 TP= 6 8.07 \ W \ / \ \ I \ co s8. oo N e a \ \ \ , \ m z o 0 \ \ I z °�lil \ J I TP=658.75 ° \ 1 \\ \\ I n v o \ I fCID I \ \ ° TP= 58.07 \ \ \' \ \ I r_ o Ui N O d \ o z - -i - M 1 \ TP 658.30 11 0 \ L (7T I TP= 65 .07 I m \ / \ \ \ I RI VE CABINET l \ \ m o \ -I o n FF 658.85 , < < y0 O I TP=6 8.07 \ \\ ° m � � R �3 5 4.60 U� Z O \ I \ ° \ ~ j \ II \ Qd O i FE \ \ y L\C 16 17� 30 LA AR D 10� S \ PROPOSED \ \\ \ ' A= 3 m 47" 1 .18 z �_ -i 51 D� SF \ DMA Y CARE a \ = 2 6 60 \ \ m D EXT' 0.11 � AC tD OOO SF \° L = S 1 7 31 E \\\ \ 57.92 P 6 8.28 \` 6 5. 3 \\ \ I I I \ \ TP= 658.74 c \ � \ TP= 655 TP= 658.0 / \N `'I N \ II 658 \ / NADO 1, LLC CC# D207331674 DRTCT 6 I \ ❑ / \ 658 - I �� ym m � \ I 0.8 z EX2° �N 659 - 660 - N � \ 662� Ex_12' W / \ rw= s6s. BW 658. - `I`� J \ wv ExWVW ENE Ex-2°" W W Ex 2° -18 TREE PRESER VA TI ON N 0 TES: 1. EXISTING TREES TO REMAIN SHALL BE PRESERVED DURING CONSTRUCTION FROM TREE STRUCTURE DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND TREE DRIPLINE (CANOPY). 2. IF ANY PART OF THE ROOT STRUCTURE IS DAMAGED DURING ADJACENT EXCAVATION AND/OR CONSTRUCTION ACTIVITY, NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. IF A MAJOR ROOT OR GROUP OF ROOTS IS ENCOUNTERED DURING EXCAVATION, A CERTIFIED ARBORIST SHALL BE CONSULTED/SECURED FOR RECOMMENDATIONS CONCERNING PRUNING AND/OR BRIDGING THE ROOTS (ETC.) 3. GRADES/ELEVATIONS UNDER EXISTING TREES SHALL REMAIN UNDISTURBED. DO NOT PLACE FILL MATERIAL UNDER THE DRIPLINE FOR ANY LENGTH OF TIME. MAKE SURE THE CHANGES IN ADJACENT GRADES HAVE PROVISIONS TO CARRY MOISTURE AWAY FROM THE TREE. 4. NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE TREE DRIPLINE. 5. TOXIC SOLUTIONS OR OTHER LIQUID CHEMICALS SHALL NOT BE DEPOSITED NEAR OR WITHIN THE LIMITS OF A TREE DRIPLINE. THIS WOULD INCLUDE, BUT NOT BE LIMITED TO, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS, ETC. 6. NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER THAN THOSE OR A PROTECTIVE NATURE SHALL BE ATTACHED TO ANY TREE. 7. NO VEHICULAR AND/OR CONSTRUCTION EQUIPMENT, TRAFFIC OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE TREE DRIPLINE. NO VEHICLE AND/OR CONSTRUCTION EQUIPMENT SHOULD BE CLEANED NEAR A TREE. 8. BORING OF UTILITIES MAY BE PERMITTED UNDER PRESERVED TREES IN CERTAIN CIRCUMSTANCES. THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE TREE'S CANOPY AND SHALL BE AT A MINIMUM DEPTH OF THIRTY-SIX INCHES (36 IN.). 9. THE UTILITY AND IRRIGATION CONTRACTOR SHALL EXERCISE CAUTION WHEN TRENCHING AROUND EXISTING TREES. HAND -DIG ALL TRENCHES WITHIN THE TREE DRIPLINE. 10. ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING. THE PROTECTIVE FENCING MAY BE COMPRISED OF SNOW FENCING, ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCE OR OTHER SIMILAR FENCING WITH A FOUR FOOT (4') APPROXIMATE HEIGHT. THE PROTECTIVE FENCING WILL BE LOCATED AS INDICATED ON THE LANDSCAPE PLANS(S) TREE PRESERVATION DETAIL. EXISTING TREE FENCE, SEE NO THIS SHEET T-BAR POSTS � OUTSIDE TREE C 7'-8' o. c., TYPI 1' FROM EDGE ( PROPOSED WAL) POSTS 1' DEEP MINIMUM SPACING TYP. TREE PRESERVATION DETAIL PLANT SCHEDULE TREES CODE QTY COMMON / BOTANICAL NAME El 15 EXISTING TO REMOVE ER EXISTING LARGE TREES CODE QTY COMMON / BOTANICAL NAME EXT 14 EXISTING TREE TO REMAIN EXISTING TREE TO REMAIN NUMBER CALIPER/NAME REMAIN REMOVE REASON 801 10 BOIS D ARC X 802 11 CEDAR X 803 12 CEDAR X 804 9 CEDAR X 805 14 CEDAR X 806 12 CEDAR X 807 12 CEDAR X 808 7 CEDAR X 809 13 CEDAR X 810 10 HACK X 811 14CEDAR X PARKING LOT 812 17CEDAR X PARKING LOT 818 18 CREPE MYRTLE X PARKING LOT 819 18 CREPE MYRTLE X PARKING LOT 820 8CREPE MYRTLE X DRAINAGE 821 9 CREPE MYRTLE X SIDEWALK 822 8 CEDAR X BLDG FOOT PRINT 823 10 CEDAR X BLDG FOOT PRI NT 824 14 CREPE MYRTLE X BLDG FOOT PRI NT 825 14 CREPE MYRTLE X BLDG FOOT PRI NT 826 18 CREPE MYRTLE X BLDG FOOT PRINT 827 14 CREPE MYRTLE X BLDG FOOT PRINT 828 12 CREPE MYRTLE X BLDG FOOT PRINT 829 20 PECAN X PARKING LOT 977 7 HACK 978 7 HACK X 979 14 CEDAR X 980 1 12 CEDAR X 30539 1 12 CEDAR I X LENGTH OF ROOT PRUNE FROM BACK OF WALL OR CURB PROPOSED WALL OR CURB 3" LAYER OF TOPDRESS MULCH EXISTING GRADE IF NECESSARY, ROOT PRUNE TO A MINIMUM 2' DEPTH. BACKFILL TRENCH WITH COMPOST. 0 70 20 40 1 inch = 20 ft. v� sa / Johnson Road LTe�'� 5. \ m \, 3 i v e�. u - y Soo _ 11I11 R � SI TE i I n. I WestSmuthleke- � x- v v 1p jj ra A \\- m VICINITY MA.P NO SCALE PRELIMINARY FOR REVIEW ONLY These documents are for Deslcjn Review and not intended for Construction, Bidding or Fermit Purposes. They were prepared by, or under the supervision of: Michael G. Martin L.A.#283G O WNER: AISHWARYA PROPERTIES LLC 1000 LIPSCOMB ST., SUITE 110 FORT WORTH, TX 76104 APPLICANT: PERSHING CAPITAL LLC 262 CARROL ST., SUITE 7 FOR T WOR TH, TX CONTACT.' EDWARD MANUEL PHONE. 817. 995. 8269 EMAIL: EDWARD©PERSHINGCAP.COM TREE CONSERVATION PLAN THE LEARNING CENTER SOUTHLAKE, TX mma civil engineering surveying landscape architecture planning tbpels registration number: f - 2759 tbpels registration/license number: 10088000 519 east border a r 1 1 n g t o n, t e x a s 7 6 0 1 0 817-469-1671 fa x: 81 7- 2 7 4- 8 75 7 W W W. m m a t e x a s. c o m 0810212021 SHEET 1 OF 1