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Item 7E - PlansI 24' COMMON ACCESS 10' U. AND P.A.E EASEMENT 00 — - ---------- SS ..8-X3 SS ,.8-X3 — — — — — SS „8 X3 — — SS-,8-X3 — — — — �— — —�� — — 10' UTILITY EASEMENT i I I 7 -- M , 8-X3 M „8 X3 M „8-X3 M .,8-X3 I 3771 M „8-X3 �p—— — ----- - — — — — — — — — — — — —` — 10' UTILITY EASEMENT EX. HYDRANT __.. BL 3 0' B L I I I � M L —j LOT 5 = 36, 052 SF M BLDG = 6, 000 SF i I FUTURE Ln COMMERICAL I I I DEVEL OPMEN T mI I I �I I I 40' BL ACCESS EASEMENT AND - MAINTENANCE AGREEMENT CC. INST NO. D207275347, D.R.TC.T. L UD = OFFICE GENERA L I ZED SITE PLAN L 0 T 35, 002 SF BLDG = 6,500 SF (TO BE ABANDONED BY PLA T) AISHWARYA PROPERTIES, LLC CC# D215138534 DRTCT LOT 3, BLOCK 1 RIVER OAKS ADDITION CABINET A, SLIDE 12215 PRTCT I I 30'INGRESS AND EGRESS 40' B L — RICHARD KEITH SKELTON AND WIFE, PEGGY JOE SKELTON VOLUME 4396, PAGE 427 D.R. T.C. T j— — — — — — — ---------------------------- I I I ❑HE ❑HE ❑N Johnson Road yy Lo1ee v N a p ga' g N' tir�a�e 0 y a 5pJ 4 Q a w o� m N R � C G r W gd" o Q a p Wst-sou e �c < � `m a A� o � qj w R VICINITY MAP ACCESS EASEMENT AND MAINTENANCE AGREEMENT C. C. INST NO. D207275347 D.R. T C. T CONNECT TO EX. 8" SANITARY SEWER LINE 14' X 12' TRASH ENCLOSURE OAKS DRIVE RIVER OF —WAY) (VARIABLE WIDTH RIGHT — CABINET A, PG 12215 r, noTC.T 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 37 38 33 108 IMPERVIOUS COVERAGE (MAX65%) 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 q Q � 7' N I cJ o 0 Q � W W z (Y] I 1►� O C,) 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 I 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 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 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� _ �rOy� L -w�t/'� U� I O� �� w�v n iT f� I r `1 � I I z PROP. DUMPSTER 8' HEIGHT MASONRY ENCLOSURE z W O 00o J N w� 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 � q o0 o \ 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 ) 1to � � mZ z �o N O m �o \ 0 mr I j\0 d \ \ N T DB \ z ` 5' SIDEWALK \ \ 0r-3°35'45" �c �< �2584.60 3 L =\16 2. 21 LC=\-S 16e17'30"--E� \\ A=3°35'47" 1 2.18 \ m cn \ �=2634.60 \ �� \ L=165.37 \\ LC=S 16e17'31 " E \\ �21 165.34 \ A � � EX. FIRE 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 S1 TE 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 37 STANDARD 35 HANDICAP 2 SHARED PARKING (LOT 3) 13 TOTAL 50 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 08/3012021 SHEET 1 OF 3 I LINE OF HVAC UNITS (TYP; RIDGE VENT COORDINATE WI HVAC DRAWINGS). INTERNALLY LIT ROOF-1 LED SIGN 35 SF 12 = 7 - - - -� _ T- ' . r 1- — T i _ _ p--- r"------ 7- 1^ i - i -urECYfy EAt3metti, VINYL-7 ! =w =--- — 4 - .� j � =1 1=3 BRICK-1 _—.a-ow----w•- -- _ - -�.: SILL-1 C9 __;�� ;- . • ` 3 Lf a- FLOOR FINISH VINYL-G 51LL 1 LOUVER HOSE BIBB KN( �- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - LETTER I N G - - - - - - - - VINYL-6 STOREFRONT T.O. MANSARD EL. 22'-0" b N V I �NYL -7 ILL-1 T.O. WATER TABLEr-BRICK EL. T-0" FINISH FLOOR EL_ V-0" EAST ELEVATION THIN BRICK ---1— 7rr--ram t—• �'i T..r`. �^ .v _T—..._.— r_.._�I'— —^ •i-7^ r��-� 7 , fir`-r-y-�-- f -- 7_ 1 � \ ria- L--(_V_1NYL_:-5'- \ _ - -LETTERING - - - - - WEATHERPROOF RECEPTACLE (TYP, REF. ELEC. DWGS.) LOUVER FIXED WINDOW FIRE DEPT. ---------JTYP)----- CaNNI~_TLQN__-- LINE OF HVAC UNITS (TYP; COORDINATE W1 HVAC DRAWINGS74 }. .r I�... �.,... —.w �.. r.... -�-—------- _ .� .._._ .---. rrrrr— �'---�"—r— —i - - _- -- - �r�. �. - - r �•Y 7-om- - �� 3�^� I= - �--J - -- 7— m6E zi -- o- r � L , VINYL-5 HOSE BIBB VINYL-5 VINYL-3 VINYL-5 - •-- - -- - - - --- -- -- -- - - - - - - - - - - -. -- F_ I- - - - - - - - - j - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIXED WINDOWS, SILL-2 AWNING AT PLAY AREA - AWNING AT PLAY AREA TYPICAL CALL BOX- REFER TO ELEC- KEY FOB- REFER TO ELEC. DWG DWG FOR ADDITIONAL FOR ADDITIONAL INFORMATION INFORMATION 2 WEST ELEVATION SCALE: 118"=V-0" LINE OF HVAC UNITS (TYP; COORDINATE WI HVAC ROOF - OVERALL HEIGHT 22'- " ENTRANCE CANOPY RI LINE 20'-2" _ . T.O. DORMER 16'-6" VINYL-2 ALUMINUM GUTTER 17INYL -1 B.O. TRUSS 11'-0" STOREFRONT VINYL-7 -DOORS -& WINa0WS__,j0_ ALUMINUM HEADERS T-2" DOWNSPOUT COLOR: WHITE T_O- CONCRETE SILL 3'-0" FINISHED FLOOR LINE OF FINISH FLOOR-* SILL-1 BRICK-1 OVERALL HEIGHT 22'-W r, ENTRANCE CANOPY RIDGE LINE 20'-2" VINYL-7_ T_O. DORMER 16'-8" VINYL-2 ALUMINUM GUTTER B.O. TRUSS I V-0" [rrrr----_- _] r STOREFRONT 6-2" HEADERS 7'-2" f I I T.O. CONCRETE SILL- \ _ 0tt \ INISHED FLOOR LINE OF FINISH FLOOR WEATHERPROOF HOSE BIBB 0 0 SILL-1 _RE_CEPTACLT �2 T_YP- - - - - - - ] REF. ELEC. DWGS.} CALL BOX- REFER TO ELEC. DWG FOR ADDITIONAL INFORMATION DRAWINGS]. ROOF-1 ROOF-1 WALL MOUNTED RIDGE EGRESS LIGHT, TYP._7 VENT OVERALL HEIGHT 22'-0"�, RIDGE LINE 20'-2- 12 - ENTRANCE CANOPY -- r-- ' -- r - -1- -,� - r- 7 .- T �—r- _ ------7--- r-..�....-� RIDGE LINE 20'-2" VINYL-2 - -- - I I I -' r.r. � � T.O_ DORMER - -ice-- 1 -�-- - �h?"-r- ^- n`-r` - r -r -- -- 16' 8" T` `Tr _`f� -T�9. DORMER 1�. 8 T- �-----��,rrrr •r�-,•�TT� _ r _ GUTTER 7 r--� VINYL-1 ��- B.O. TRUSS 1 V-0" N VINYL-7 R ------ �+ �I Q STOREFRONT 8'-2" �+ rrrr—rrrrrrieieir—r�r�—'$.�ee�:e--s®—i:. i VINYL-6 --_r _r DOORS & WMOWS� `r SILL-1 fir. r -o ,! HEADERS T-2" rrrrrrrrrr rrrr----rr BRICK1 �-------errrrr—r-r— Qr _ _ T.O.8CONCRETE SILL �- �- fir— rr-or fir— - FINIS ED F' OOR FINISHED FLOOR -- �------�--- s r ti ti�l. I .ir �r �r-r rr'rrror err r --��—-----�— --�-�W---- il LINE OF FINISH =-�=--==-=-=-=--=----=-=-=--- / ^ \ -� .irrrrrrr—N rr:rrrrrrrr r ��11�� s--��oa-- a��a I � e rr� —'.rrrrrrrrrr rrrrrwr.:- r+�E OE__FJNISH_FLOOR-* FLOOR - -- 0-0 FIXED �- FIXED WINDOW VINYL-3 VINYL-5 SILL-1 VINYL-6 SILL-2 rrrr- - --rrrr- - - - - - - - - - - - - - - - - - - - - - - - - - - ATYP� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -- -- -- - - LOUVER SOUTH ELEVATION LINE OF HVAC UNITS (TYP; ROOF-1 COORDINATE WI HVAC RIDGE DRAWINGS). VENT ROOF-1 12 OVERALL HEIGHT 22'-0" r, - - -- --'-r T -- --- -- -r� ENTRANCE CANOPY _4 �7 �.w- 7rrrr- --- T. t - -. - --- ,- -- -r- T RIDGE LINE 20'-2" - r TT`"•T' ._r-•.. -- r - - -- ti... - - ; - - - .-- I-- i VINYL-7 T_O. DORMER 16'-B" -- -� - �- r "� --- I . t- `° . �•-�.1„' VINYL-2 �, - — - ,-•��« t-- rrrl-� r-- rem. r*t r-�- - - ALUMINUM v - GUTTER B.O. TRUSS I V-0" CV N r - - -- t t --:.------""i"'-- ----:.'"J'"--'^ -""� � �'i.�-�'� --_ STOREFRONT 8-2' DOORS & WINDOWS HEADERS T-2" >='s:':":=r'==-=�'=zs'=�''=L'�" - T.O. CONCRETE SILL = Flllil5}-iE0 FLOOR � „—N—elluei .,,. e, ..•J! IIfMN11— - = - === — --- -- — — === -- -- f— ----ow.wriii � �-�—ii f ���--.w.i—ii �—�r�r—ri � w.w� i �'-ii rri� � — _ LINE OF FINISH FLOOR-� SILL-2 I_ _ _ VINYL-3 VINYL-5 BRICK-1 D'-0" C--- ---- ----rrrr-- ----rrrr-- � — — — — — — — — — — — — — — — — — — — — — — KNOX-2 ELEC. SWITCHGEAR LOCATION TBD BY UTILITY COMPANY NORTH ELEVATION 4 SCALE:118"=1'-0" w`OIC F„ n D 0 W r CONTRACTORSHALL SUPERVISE AND DIRECT THE WORK NG THE CONTRACTOR'S BEST 5KILL AND ATTENTION. E CONTRACTOR SHALL BE SOLELY RE5PON516LE AND VE CONTROL OVER CONSTRUCTION MEANS, METHODS HNIQUES, SEQUENCE, AND JOB SITE SAFETY 2, GC MUST PROVIDE & INSTALL ALL PRODUCTS PER PLANS. ONLY SUBSTITUTED PRODUCTS NEED TO RF SUBMITTED TO THE ARCHITECT FOR APPROVAL. UNAPPROVED SUBSTITUTIONS WILL BE REPLACED AT THE EXPENSE OF THE GC. 3. VERBAL REPRESENTATION HRS NO VALUE RND ALL REQUESTS TO CHANGE ANY PRODUCTS OR SPECIFICATIONS PER PLANS, MUST BE SUBMITTED IN WRITING TO THE ARCHITECT & TLE FOR APPROVAI . EXTERIOR MATERIAL SCHEDULE LABEL MANUFACTURER SIZE !TYRE FINISH ! COLCR STOREFRONT KAWNEER TRIFAB 451T 1350 BONE WHITE PER DOOR SCHEDULE DOOR - PER DOOR SCHEDULE FACTORY PRIMED FIXED WINDOW PLY GEM SILVER LINE V1 SERIES WHITE PER WINDOW SCHEDULE BRICK-1 LAWRENCEVILLE BRICK MODULAR RED WIRECUT SILL-1 MODERN PRECAST 3 314"Hx6"W W12" FLAT REGULAR (LIGHT GREY) W1114" DRIP EDGE CUSTOM SILL SILL-2 MODERN PRECAST 3 314"Hx4"W W12" FLAT REGULAR (LIGHT GREY) REF. DTL. 6/A-032 ULTRA HD SHINGLES30 ROOF-1 GAF -TIMBERLINE YR. WARRANTY WEATHERED WOOD 6" ALUMINUM TYPE W GUTTER-1 - WI 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" VINYL FREEZE BD. WHITE VINYL-2 PLASTICLAD 514"x10" (1"x9-114" NET) (REF. NOTE 2 BELOW) WINDOW CROSS -HEAD WHITE VINYL-3 FYPON WIDTH: 48", HEIGHT: 9" PRODUCT: WCH48X9 WINDOW CROSS -MEAD WHITE VINYL-4 FYPON WIDTH: 36", HEIGHT, 9" PRODUCT: WCH36X9 DOOR CROSS -HEAD WHITE VINYL-5 FYPON WIDTH: 48", HEIGHT: 9" PRODUCT: WCH48X9 WINDOW CROSSHEAD WHITE VINYL-6 FYPON WIDTH: 96", HEIGHT: 9" PRODUCT_ WCH96X9 VINYL TRIM BOARD WHITE VINYL-7 FYPON 1' X 16" PRODUCT: FLT179-12 WHITE LOUVER FYPON 30' DIA. PRODUCT: FRLV30MTK (REF. NOTE 2 BELOW) 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 MODEL(S) AND LOCATION(S) WITH AUTHORITY HAVING JURISDICTION PRIOR TO ORDERING AND INSTALLATION. 2_ G.C. SHALL ENSURE ALL EXTERIOR FINISHES ARE INSTALLED AND FINISHED IN COMPLIANCE WITH MANUFACTURERS' WARRANTY REQUIREMENTS. BUILDING KEY PLAN RIVER OAKS DRIVE Jarmeize ARCHITECTS AND ENGINEERS INC. 42 CKNER PARKWAY LIVINGST�N, NEW JERSEY �7�39 TEL: 973-994-9b69 FAX: 973-994-4069 www.jormelkizel.com Architecture Engineering Interior Desigrn Implementation Services Z �W o= � p > Vf o 0= p * W Z) o a e p W oe LU 5 2 V Q � 00 W PROFESSIONAL CERTIFICATION LICENSE NUMBER: 17123 EXPIRATION DATE: 7/31 /2022 JEROME LESLIE EBEN, FAIA Projed Number. Scale: _44% TLETX21-044 1 /8"=1'-0" Drawn By: Approved By: CS MBJ Drawing Name: EXTERIOR ELEVATIONS Drawing Number: SAwl 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