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Item 6C - PlansREBECCA UTLEY & DEBORAH PURYEAR I o THE SHIVERS FAMILY PARTNERSHIP, LTD I INST NO. D223056415, DRTCT VOL 13218, PG 461, DRTCT ZONING: AG w �v, ZONING: AG LUD: 114 LU1 -+ = LUD: 114 LU1 NEW POLE MOUNT 3 I b z GRAVITY STONE OR TRANSFORMERS AND I N t 8FT TALL DUMPSTER ELECTRIC SERVICE EXISTING BARBED WIRE ,,., ENCLOSURE IN SEGMENTAL BLOCK CONNECTION BY ONCOR FENCING RETAINING WALL TO REMAIN o ! i':'. p.p��r cn u�:':':'::'' 1 :FT::TY- pb�� YJ�pphh mot' f F 7 l� I 8 1 47 E. 14 2:::, S 9O 6 98 .4�,. - HNE ' I ri2E U1L •F — eo .TO':�FP:�R�1R�:S flING•:•SETS'ACI��:�'�'�'�'''�'`'�'�'�'�'�'�. N �T o I 0" 1'-0' 13'-0" 144'-0" 28'-3" 24'-0" 4��� STACKING EPTH `o - i DRIVE - Lu I �i 16 e-�,yv r / R�. I O b APPROACH L11-1 1�j L./6 I I O F RE LANE FIR +NL FIRE LANE �/� FIRE LANE FIRE L/.NE FIRE I F RE LANE FIR: LANE FIRE FARE LANE �� FIRE LANE `IRE LAI E #01 0---- E _ "� I I FR ��� o UNDERGROUND 120/208V UNO� M j I f 3P ELECTRIC SERVICE 76 CONCRETE PARKING SPACES o s�10'-3'� 37'-9" 24'-0" 44'-0" `V 24'-01 19'-0" 99'-0" PROVIDED ON LOT 3R2 34'-1" �// F N IR FIRE LAN FIRE LANES FIRE LANE FIR - LANE FIRE ANE FIRE LA JE �' z "t - LIT o \�o �•o MONUN p. s, ��i /?11 �Q is S. 89 33 57 E. 62.50 o _ _ o o gyp. z I SIGN /A k I \k\ 5FT SIDEWALK I I 5FT SIDEWALK //�� 5Ff SIDEWALK w --- -- -------- A � I � I PHASE2 _ p1� .... FUTURE RETAIL I o \� R-r H _ (3,000 SF +0 ss I' ° (ONE-STORY) L J 'A N I: to o \\s I J o LEXISTING _ _ ` : I:D Z m SEPTIC \ T I LEACHFIELD JILOT 3R2 ,' b. IZ co oo qq m SEE NOTES I '. co 00 1 I ON THIS 5FT SIDEWAY Ip �� T I 55 PAGE % �� P- 1 _ � � GRAND COURTYARD � � 1 m _ �„ I �.� I� / - o �z � EXISTING � I � I � a � o ``riz' �� � ::�: jm a� w ? O, OVERHEAD °"° I I \ ENTRY _ CAF = P� \ " 42" TALL LO _ L I `92 c9° 9 REMAIN as °s a° ENT\Y D CORATI\ N co O �j` \ ENSURE 14 I � CAFE MSONRY co co _ �� Y I FT CLEAR) i i rP-co ( ) REEN m aci I ° `r? O, �,i U i PHASE 1 o I GL m OFFICE, RETAIL & CAFE -- �LV _ z Q I z _ I a (11,600 SF +i-) Q :Q / ii A I z I � � p, � 1 iU (TWO-STORY) °° I Cjo m N m...'. PARKING VQ (RETAIL) GI• EASE m w... eo a 0° POLE LIGHTS no T P z I- I FDC I A co � (84 FT FROM (RETAIL/OFFICE) �Pu ° 46 A-706 I - I � Pam' 3,-L=ram �° w MOORE GREG HOOD ' m ° 14 - 13 FIRE HYDRANT) �' m _� • •:•:•: I THOMAS M. SURVEY // I �➢ �� I I . ' VOL 15087, PG 277 DRTCT - O. P-Foc w \\ 11 '` I � EGRE S ii I o ZONING: C-2 - ems. I 1 ��� `� � tG t�� 2 P,,,N, XI r� I LUD: 114 LU1 i� I I 1 _ XI AA A x FqE IRE LANE NE FIREIINE O• �" ) �I' -IT T e� ' µ� �PNE 3i�-10" :'•'•'' p_M 10 _ ENE I I e .. •H LFC2 FIHLLANE FTriF'LA��LT BUILDING 00LIvb -MH Ss O; ih 1 1 5 161'-2" LINNE�1 " s5 0 i i io 13'-6" SIDEWALK / 18 -6 oo ° 30'�0" 24'-0" 4j4�-0" 124'-0" FIRE LINE I 193'-2" �, 24'-0" NEW MHNHGLE FOR I Z M 11 �. R j 1 1 u r I RtAK 1LDING t K /� + S-E'PTIC CONNECTION AT I LOT 3R1 I m F\P ENE —T FIRE LA �� FIRE LANFr— I:ET NF— RF*�d N — SC LAUD _SIRE IPN� F FIRE LANE RE LANE I� EXISTIN'G\OFFICE I Il> a P-FH Lj T BUILDING ON -LOT 3R1 z __-- m ♦ / m R=15' R=15 CS I Ivy PROPOSED N. 88° 36' 24" W. 248.96' I o o� \ r SHARED ACCESS TO 64°S I p �O FIRE HYDRANT ---- SHARED ACCESS TO I �11'„ I II ------ f CORNER LOT 3 TM� f i CORNER LOT j w I���R ��PROPOSED FIRE HYDRANT CLOO I j z 23 , \;\a 7099 o� z I I i ��/ /N I� ill - STORM DRAIN LINES I o (� DRIVE, N.25 01 16 E. X w I i G i�-II �; cc::)) �` W :: ' �DET ION �e�C _ qII NOTE: ALL NEW PAVEMENT00 / T R APPROOACH \ 1.44 I SHALL BE CONCRETE co CD :'' ' EXISTING DRIVE a : r` ' ' ' ' ` ' I I "' I I o APPROACH 64• w :::':':': a: F `6" LANE DRIVE .�" .i, ;'?�� .... /►'Y I 1h:.; ::1 o HOPKINS DALLAS PROPERTIES, LTD. , /NTF SECT APPROOAC ,,, \ •::.�...'.'.'.'.'.'.' I I /ON # -4 • •. .. �',•. VOL 15087, PG 277 DRTCT . :- ..'... ZONING: C-2 EXISTING DRIVE P��\�O' ; ;. ; ; ...:f'.r.';.; LUD: 114 LU1 I V) APPROACH "F �� NC ;yam' :1.; :;;.........'.' I I �� ... F,r � � I _JI ZI ' 01 SITE PLAN , NORTH Al SCALE: 1 "=30'—O" L -� - 1 0 5 15 30 60 a.� F CF do c°NcRFTF /O / 10 FT TYPE "B" BUFFERYARD V) 15 FT BLDG SETBACK 10 FT BLDG SETBACK I \ w r _ r �IJ0 BUR =ERYARD (VARIAN CiE­ - l REQUES-OT 3R2I \ \ 1 LOT 3R1I I 30 FT BLDG SETBACK kLILI- N 10 FT BLDG SETBACK `I \ L� \ 5 FT TYPE "A" BUFFERYARD 50 FT BLDG SETBACK N� � ► 02 BLDG SETBACK & BUFFERYARD GRAPHIC NORTH Al SCALE: 1 "=60'—O" APPROXIMATE LOCATION OF CARILLON PARC DRIVE ENTRANCE 0 Q IJJ 0 O� m � J = I1J 2 UJ w m I� 2 O ROAD WIDENING PROJECT IN NORTH WHITE CHAPEL IS CURRENTLY UNDERWAY DRAWING REFLECTS CURRENT CONDITIONS AT SITE AS OBSERVED IN FIELD I I I I I I I I I SITE DATA SUMMARY ZONING REQUIREMENTS BY ORDINANCE PROJECT INFO EXISTING ZONING SP-1 ADDRESS: 1700 NORTH WHITE CHAPEL PROPOSED ZONING SP-2 (C-2 UNDERLYING DISTRICT) SOUTHLAKE, TEXAS 76092 LAND USE DESIGNATION (LUD) 114 LU1 TARRANT COUNTY ZONING CRITERIA C-2 MAX BUILDING HEIGHT 35' (2 1/2 STORY) PROPERTY INFO: LOTS 3R1 & 3R2 BLOCK 1 ARCHITECTURE FRONT YARD SETBACK 30 FT (50 FT ALONG SH114) PARKWAY OFFICE CENTER ADDITION SOUTHLAKE, TEXAS 76092 UNDERGROUND SIDE YARD SETBACK 15 FT TARRANT COUNTY STEVEN SCOGGINS REAR YARD SETBACK 10 FT 6406 REDSTONE DRIVE MAX LOT COVERAGE 50% OWNER: BRIAN ZVONECEK MAX IMPERVIOUS COVERAGE 70% TOTAL LOT 190 W STATE HIGHWAY 114 ARLINGTON, TEXAS SOUTHLAKE, TEXAS 76092 817-965-0763 ANALYSIS OF SITE LOT 3R2 PHASE 1I PHASE 2 LOT 3R1 TOTAL GROSS ACREAGE 2.22 AC .697 AC 2.917 AC 96,684 SF 30,368 SF 127,052 SF NET ACREAGE (RIGHT OF WAY) 2.22 AC .697 AC 2.917 AC NET ACREAGE 96,684 SF 30,368 SF 127,052 SF PERCENTAGE OF SITE COVERAGE 9% 12% 22% 14% AREA OF LANDSCAPE 35,922 SF 32,922 SF 11,472 SF 44,394 SF PERCENTAGE OF LANDSCAPE 37% 34% 37% 36% AREA OF IMPERVIOUS COVERAGE 60,762 SF 63,762 SF 18,896 SF 82,658 SF % OF IMPERVIOUS COVERAGE 63% 66% 63% 64% BUILDING FOOTPRINT 8,802 SF 3,000 SF 6,389 SF 18,191 SF BUILDING FLOOR AREA (NET) OFFICE 4,132 SF 6,623 SF 19,993 SF RETAIL 3,960 SF 2,800 SF (ALL) CAFE RESTAURANT 2,478 SF NUMBER OF STORIES 2-STORY 1-STORY 1 &2STORY 2-STORY MAXIMUM BUILDING HEIGHT 30'-5" 30'-0" 27'-6" 30'-5" REQUIRED PARKING LOT 3R1: VARIES DEPENDING ON TENANTS LOT 3R2: 14 (1:300 SF GENERAL OFFICE) 20 (PH1)+14 (PH2) (1:200 SF RETAIL) 25 (1:100 SF CAFE) PROPOSED PARKING 100 PARKING SPACES TOTAL COMBINED PARKING RATIO OF 1 : 200 SF REQUIRED LOADING SPACES 1 PROPOSED LOADING SPACES 1 *NET BUILDING AREA = USABLE SQUARE FOOTAGE OF FLOOR PLACE WITHIN INTERIOR WALLS OF BUILDING OR ROOM AS DEFINED BY THE DEVELOPMENT ORDINANCE. *BUILDING FOOTPRINT = OUTLINE OF BUILDING FOUNDATION AT GROUND LEVEL. PROJECT PHASING INFORMATION PHASE 1 CONSTRUCTION START DATE JULY 1, 2024 CONSTRUCTION END DATE OCTOBER 1, 2025 PROJECT SCOPE: A. ALL GRADING AND SITE WORK, LESS THE BUILDING PAD FOR PHASE 2. B. ALL UNDERGROUND UTILITY WORK SHOWN ON THE APPROVED DEVELOPMENT PLAN SUBMITTAL. THIS INCLUDES ALL WATER, SEWER (INCLUDING EXTENSION OF SANITARY SEWER TO ADJACENT PROPERTIES), GAS, ELECTRIC, TELECOM AND STORM SEWER FOR THE ENTIRE SITE. PROVISIONS FOR THE FUTURE CONNECTION OF SEWER, WATER, ELECTRIC, GAS, ETC SHALL BE TERMINATED ADJACENT TO THE FUTURE PHASE 2 PROJECT AND CAPPED. C. ALL REQUIRED LANDSCAPE AS SHOWN ON THE APPROVED DEVELOPMENT PLAN SUBMITTAL. D. REMOVAL OF THE EXISTING SEPTIC LEACH FIELD FROM LOT 3R1. E. ALL CONCRETE DRIVE LANES, FIRE LANES AND PARKING FOR THE ENTIRETY OF THE SITE AS SHOWN ON THE APPROVED DEVELOPMENT PLAN SUBMITTAL. (THE GENERAL INTENT OF PHASE 1 IS TO COMPLETE ALL WORKED REQUIRED TO BUILD OUT THE SITE FOR BOTH PHASES. PHASE 2 WILL BE ISOLATED TO THE WORK REQUIRED TO CONSTRUCT THE 3,000 SF RETAIL BUILDING.) PHASE 2 CONSTRUCTION START JULY 1, 2028 CONSTRUCTION END JULY 1, 2029 PROJECT SCOPE: A. BUILDING PAD (SOIL PREPARATION) FOR THE 3,000 SF RETAIL BUILDING. B. SINGLE -STORY RETAIL BUILDING WITH PITCHED ROOF OF LIKE DESIGN AND QUALITY AS PHASE 1. C. UTILITY CONNECTION (GAS, ELECTRIC, TELECOM, SEWER WATER, ETC) TO THE PHASE 2 BUILDING. D. ADDITIONAL LANDSCAPE MATERIAL SPECIFIC TO THE ADDITIONAL BUILDING. GENERAL NOTES: 1. LOT 3R2 WILL BE CONSTRUCTED IN TWO PHASES. 2. THE "FINAL TOTAL" COLUMN ASSUMES PHASE 2 IS CONSTRUCTED. 3. PARKING CALCULATIONS ARE BASED ON THE 'FLOOR AREA' AS DEFINED IN CITY OF SOUTHLAKE ORDINANCE WITH IS THE "NET USABLE SQUARE FOOTAGE OF FLOOR SPACE WITHIN INTERIOR WALLS OF A BUILDING OR ROOM, BUT EXCLUDING CELLARS, MECHANICAL ROOMS, ATTICS, ETC". REFER TO SECTION 4 OF THE ORDINANCE. 4. SOUTHLAKE ORDINANCE DEFINES "HEIGHT OF BUILDING" AS THE "AVERAGE HEIGHT OF THE HIGHEST GABLE OF A PITCHED OR HIPPED ROOF". THE HEIGHTS SHOWN ALIGN WITH THIS DEFINITION. KN ' , 03 VICINITY MAP NORTH Al SCALE: NOT TO SCALE ARCHITECT: ARCHITECTURE UNDERGROUND INC. 6406 REDSTONE DRIVE ARLINGTON, TEXAS 76001 CONTACT: JACOB SCOGGINS 817-965-0763 JACOB©ARC-UND.COM uj CIVIL ENGINEER: ABLE ENGINEERING, PLLC �E 190 CLOVER LANE DIANA, TEXAS 75640 CONTACT: JEFF HAMILTON 903-399-1392 0 JEFFH®ABLE-ENG.NET PROPOSED USES: = m LOT 3R1 - SP2 (GENERALIZED SITE PLAN DISTRICT) TENANT OFFICE USES AS OUTLINED IN THE C-2 Z ZONING DISTRICT. LOT 3R2 - SP2 (GENERALIZED SITE PLAN DISTRICT) y A. GENERAL OFFICE USE. (C-2) LJJ B. RETAIL (C-2) InC. CAFE / SIT-DOWN RESTAURANT � (NOT DRIVE -THROUGH) (C-2) ca a O EXCLUDED USES CO) DRIVE -THROUGH RESTAURANTS ARE NOT PERMITTED. FIRE LANE NOTES: FIRE LANES SHALL BE MARKED WITH A 6 INCH WIDE CONTINUOUS BRIGHT RED STRIPE ON BOTH SIDES. STRIPING SHALL BE ON THE CURB FACE WHERE CURB IS AVAILABLE. 4 INCH TALL TEXT INDICATING "NO PARKING - FIRE LANE" SHALL BE PAINTED IN WHITE OVER THE RED STRIPE AT 20 FOOT INTERVALS. EXISTING SEPTIC AND LEACHFIELD LOT 3R1 IS CURRENTLY SERVED BY A SEPTIC SYSTEM WITH A LEACHFIELD. THE SEPTIC TANKS IS LOCATED ON THE WEST SIDE OF THE EXISTING BUILDING ON LOT 3R1. THE LEACHFIELD IS LOCATED IN THE NORTHWEST CORNER OF LOT 3R2. THE EXISTING SEPTIC SYSTEM SHALL BE REMOVED AND/OR TERMINATED PER CITY / STATE STANDARDS AND THE BUILDINGS FROM LOT 3R1 SHALL CONNECTED TO THE NEW CITY SEWER SYSTEMS PRIOR TO A BUILDING PERMIT FOR VERTICAL CONSTRUCTION BEING ISSUED. PROPOSED VARIANCES A. STACKING DEPTH REDUCTION AT THE WEST DRIVE ENTRANCE FROM SH114. VARIANCE REQUESTED TO PERMIT THE EXISTING CONDITION OF LOT 3R1 TO REMAIN AS -IS. B. DRIVE APPROACH SPACE AT WESTERN DRIVE APPROACH ON LOT 3R1. VARIANCE REQUESTED TO PERMIT THE EXISTING CONDITION TO REMAIN AS -IS. C. BUFFERYARD BETWEEN LOTS 3R1 & 3R2. VARIANCE REQUESTED TO NOT REQUIRED A BUFFERYARD BETWEEN THE TWO LOTS GIVEN THAT THE FIRE LANE IS USED AS A JOINT ACCESS DRIVE AND FIRE LANE. D. BUFFERYARD AND LANDSCAPE REQUIREMENTS ON LOT 3R1. VARIANCE REQUESTED TO PERMIT LOT 3R1 TO REMAIN AS -IS SINCE THE CONSTRUCTION PROJECT IS SPECIFIC TO THE LOT 3R2. SEE PROJECT NARRATIVE FOR Additional INFORMATION. E. PARKING - PROVIDE AN AVERAGE PARKING ACROSS CAMPUS OF 1:200. F. DUMPSTER SCREEN - LOCATE SHARED DUMPSTER SCREEN ON PROPERTY LINE. CASE #: ZA24-0009 CONCEPT AND SITE PLAN THOMAS M WOOD SURVEY ABSTRACT NO. 706 LOT 3, BLOCK 1 PARKWAY OFFICE CENTER & 1.423 ACRES OF THOMAS M HOOD SURVEY (UNPLATTED) N. WHITE CHAPEL BLVD. CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: BRIAN ZVONECEK (817-991-5236) 190 W. HWY 114, SUITE A SOUTHLAKE, TEXAS 76092 APPLICANT: JACOB SCOGGINS, AIA (817-965-0763) 6406 REDSTONE DRIVE ARLINGTON, TEXAS 76001 CO ry 0 Q 0� U) F_ _j < ww VY w J I.-- Q > � a Z W 0 04.01 .2024■ DATE. 04/01 /20241 REVISION: CONCEPT AND SITE PLAN SUBMITTAL SITE PLAN Al .:L I «%N1 W ! Act i�. "WNrl!/ I'E � i I OWN r / 4 •. jib . - � - *-• � __ ..• '• ram•=�- r J I--7 44 w 4r, ll.­,11% Jill" _51P Ai 'A -cn 0 0 �Jlw , owiiiii0im W_ I.Of- ;�_,; Am 143'-8" - - - - T.O. CHIMNEY / \ /\ FAUX CHIMNEY WITH DECORATIVE METAL 139'-9" - - CAP T.O. RIDGE 12 12 - - - - 114 141 - 3-COAT J" THICK ARCHITECTURE STUCCO W/SMOOTH UNDERGROUND TROWELED FINISH STEVEN SCOGGINS 12 12 12— — 6406 REDSTONE DRIVE 13�0'-4 12" _ AR NNTEXAS 0763 BUILDING HEIGHT L� L� 87-965 SOUTHLAKE ORDINANCE - - - FIBER CEMENT SHAKE DEFINES "HEIGHT OF BUILDING" SLOPED CURTAIN _ _ _ _ SIDING FLAT ROOF W/ PARAPET AS "AVERAGE HEIGHT OF THE WALL GLAZING SYSTEM =F[ 7 T7 7 T _ HIGHEST GABLE OF A PITCHED = = TO HIDE HVAC ROOF" - - - - EQUIPMENT FROM VIEW 12 12 ASPHALT SHINGLE - _ v _ v PREFINISHED METAL 9F- 19 ROOFING GUTTERS ASPHALT 123'-1 1/8" - - - - - - - - O -� ROOFING SHINGLE- - - uj 12 FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - dh 121'-0 �8" - - - -14 - - - - �4 - Tt?- HInF - - - -- - - -- -- - - - F-1 - - --1� 12 _ T.O. PLATE HVAC EQUIPMENT FROM VIEW �-v v � - ._ i ii -11 1 i ii -- II IIII III II I I I I I I II II IIII III II I I IIII II - -- I (I I ii it liiiii = DECORATIVE CROWN - I _-L� III Lj II I I MIL IJIJ IJII, TRIM ❑ _ l J II ❑ u L�L� �LI � LL lu � � L1L �L � 11L L1 L 11 LIU LL - - STANDING SEAM " A.�l u '. METAL ROOFoff 112'- _ _ _ , LEVEL 2 - = y - - - - - W T.O. PLATE DECORATIVE COLUMN WRAP �C _ _ _ -- - _ -- - G. LOW-E VINYL ]� _ _ - - - = co o WINDOWS I �C -OPEN- co KING SIZE BRICK ❑❑ 11 it ,� 11 11 �uo�l �C - _ _ --, PAINTED WHITE ��� uu _ 1�00'-0"-� n❑ ��� n FLOOR ,MANUFACTURED STONE FIBER CEMENT KING SIZE BRICK LOW-E VINYL STAINED WOOD DOORS 3-COAT" THICK STUCCO \ VENEER SIDING BOARD DECORATIVE GATE DECORATIVE GATE PAINTED WHITE WINDOWS PREFINISHED METAL CANOPY AND BASE MOUNT KING SIZE BRICK SIDING BOARD W/SMOOTH TROWELED FINISH DOWNSPOUTS METAL DOWNSPOUTS PAINTED WHITE SIGNAGE REFER 02/A6 02 EXTERIOR ELEVATION - NORTH (FACING COURTYARD) A4 SCALE: 3/16" = 1'-O" U Q 143'-8" _ _ _ T.O. CHIMNEY ��+ 0 FAUX CHIMNEY WITH DECORATIVE METAL LL v J 139'-9" - - - - � - CAP O J Q T.O. RIDGE w X _ �w STANDING SEAM METAL ROOF _ Q ALUMINIMUIV POST- MOUNTED HIDDEN SOFFIT LIGHT TO = L SIGNAGE -REFER: 04 A6 �LLUMIJMINATE--SOAGE a U� wQ 130'-4 1L2" L L - BUILDING HEIGHT 12 r- I . - _ 12 2 SOUTHLAKE ORDINANCE 14 O[ - ] L--------i------------------------------ - 114 PREFINISHED METAL ASPHALT SHINGLE STANDING SEAM Z - AS "AVERAGE HEIGHT OF THE = J GUTTERS ROOFING METAL ROOF DEFINES "HEIGHT OF BUILDING" HIGHEST GABLE OF A PITCHED O = ]� ��I _ ` O ROOF" FLAT ROOF W/ PARAPET TO HIDE O=nn�� LAMBERT HOME o�IASPHALT SHINGLE HVAC EQUIPMENT FROM VIEW T - O ROOFING o ��O �� �� ���� r Z �, ❑ 4� o on �o Q c� / \ — - O FIN. FLOOR 121'-0 3 8" 91 9 T.O. PLATE - - - - _ v ]o�G. C - - - �O� v v METAL GUTTER AND = l I I �I� ❑n I I I I I I �I I I I I I I I 1 1 11 11 11 1 1l I I I 11 11 11 �� ❑� 11 DOWNSPOUTS = I❑I O C J� J LL i ❑ Wl J L J � �� �C uu ❑ - � PREFINISHED = a� D� L❑�❑�L❑LLL❑LLL❑❑L ����❑- METAL AWNING L� LL ❑ ❑ - �U_ - I_ - I L I ❑I ❑ - _ ��kED Aqc WITH - -- I I - N- - �- CIO tiI DECORATIVE y' `V IIII - ` '' '' IF C - -- L o u/ W �� C� BRACKETS - �❑� -- -- -- �o CT OIL �❑O� 112 -0 LEVEL 2 - - - - - - - - - _ - - - I� - - j - - oo - - - ]A�IIIIIIIIIII I�JL moo' 0 c T.O. PLATE - - =I - m LLI C �c m W �- - - H°C ��C 04.01 .2024 -- -- C -- -- ]C -- �C -- _ -- �Oc -- -- JF ❑H Ho ��o 3-COAT �" THICK = o 0 �nr STUCCO W/SMOOTH OC j _ ]OC C ❑OC ❑ ❑O� C C C DATE: 04/01 /2024 TROWELED FINISH =FLE KING SIZE BRICK = � , , -,r r"�^"^rrY"r- _ - E: C ]� �REVISION: PAINTED WHITE _ - — ❑ ❑C - = I , I � I I - - �❑ �� _ ��i lu��� u- �C HOC FIN. FLOOR �- PREFINISHED METAL MANUFACTURED '° L DECORATIVE TRIM STAINED DECORATIVE COLUMN PREFINISHED METAL LOW VINYL PREFINISHED METAL DECORATIVE COLUMN MANUFACTURED i DOWNSPOUT STONE VENEER � 3-COAT � THICK STUCCO W/SMOOTH TROWELED FINISH BETWEEN WINDOWS/DOOR WOOD DOOR WRAP DOWNSPOUT WINDOWS DOWNSPOUT WRAP STONE VENEER 01 EXTERIOR ELEVATION - SOUTH (FACING HIGHWAY 114) A4 SCALE: 3/16" = 1'-0" CASE :ZA24-0009 CONCEPT AND # SITE PLAN CONCEPT AND SITE PLAN SUBMITTAL THOMAS M WOOD SURVEY ABSTRACT NO. 706 LOT 3, BLOCK 1 PARKWAY OFFICE CENTER & 1.423 ACRES OFT OBLVD D SURVEY (UNPLATTED) N. WHITE CHAPEL EXTERIOR CITY OF TARRA T COUNTY,UTE TEXAS ELEVATIONS OWNER: BRIAN ZVONECEK (817-991-5236) 190 W. HWY 114, SUITE A SOUTHLAKE, TEXAS 76092 APPLICANT: JACOB SCOGGINS, AIA (817-965-0763) 6406 REDSTONE DRIVE ARLINGTON, TEXAS 76001 6X6Xj STEEL COLUMN m it 11 EMBEDED IN 42 DEEP X 2 FT DIA.. �J❑ J REINFORCED PIER 6" DIA. STEEL BOLLARDS ❑� l� 1l SET 42" A.F.F. TO TOP WITH MIN. 3 FT Illl 1 CONCRETE EMBEDMENT BOLLARD SO THAT o DO N ��l DOORS MAY OPEN 120 I l DEGREES MANUFACTURED STONE COPING \ MANUFACTURED STONE II - -1, r - OVER 8" REINFORCED i� / CMU BLOCK 6X6Xj STEEL COLUMN EMBEDED IN 42 IN DEEP X 2 FT DIA. REINFORCED PIER II `�,`�, METAL WALL PANEL WITH PERIMETER J-TRIM TO MATCH BUILDING PANELS HEAVY DUTY HINGES WELDED TO STEEL COLUMN it (EQUAL TO 7" KING KONG I i� �� li it d li BARREL HINGES) L L ----------` n I I / I I u TA5DUMPSTER ENCLOSURE - ELEVATIONS SCALE: 3/8" = 1'—O" REINFORCE AND GROUT CELLS 24" LATERALLY AT EACH CORNER 12'-0" MINIMUM CLEAR MANUFACTURED STONE 3'-0" 3'-0" VENEER OVER 8" CMU FULLY REINFORCE AND r GROUT CMU CELLS AT 16" O.C. I I \ I I co I M I I I I I I I I I L — — — — — — — — — — — J � II / II 1 I � � 1 1 1 I I 04 DUMPSTER ENCLOSURE - PLAN A5 SCALE: 3/8" = 1'—O" SKYLIGHTS STANDING SEAM METAL ROOF — \I SLOPED CURTAIN WALL GLAZING SYSTEM \ DECORATIVE METAL CHIMNEY CAP 114'-0" `L T.O. STEEL ❑o�C ❑End 113'-0 3/4" T.O. PLATE II�� DECORATIVE COLUMN WRAPS Of U m z ❑ REINFORCE AND GROUT CELLS 24" LATERALLY AT C EACH CORNER MANUFACTURED STONE VENEER OVER 8" CMU - FULLY REINFORCE AND GROUT CMU CELLS AT 16" O.C. °° I I 'I �• • III ,/ � 11 I L_ _ -� __ - LL' -_— -� __ - -J II WELDED STEEL PULL AND 1.5" CANE BOLT uI PROVIDE RECESS IN CONCRETE TO RECEIVE BOLT 12'-0" MINIMUM CLEAR 3'-0" 3'-0" J 6" DIA. STEEL BOLLARDS SET 42" A.F.F. TO TOP WITH MIN. 3 FT CONCRETE EMBEDMENT r- - - - - - - - - - - - 8 CUBIC YARD DUMPSTER I BY OWNER 00 = I PAINT INTERIOR WALLS OF DUMPSTER WITH EPDXY PAINT Uf U M z M 00 Lo r- co I 0 L - - - - - - - - - - - J 4X4X1/'4" WELDED � STEEL `ATE ❑ 9 11 12 12 9 — — 130'-4 1 2" BUILDING HEIGHT SOUTHLAKE ORDINANCE DEFINES "HEIGHT OF BUILDING" AS "AVERAGE HEIGHT OF THE HIGHEST GABLE OF A PITCHED ROOF" 12 DECOATIVE DORMER 1-4 4� 12 ....a� ASHPALT SHINGLE ROOFING 1 METAL GUTTER AND ' Y I � — J�\i DOWNSPOUTS 116'-1 1 8" T.O. PLATE INN LOW—E VINYL WINDOWS r—, r_, — — C (FROSTED THIS — a ELEVATIONS O a I I E ., FEII&I I I EjE �� ) w'. L-JL— L OVERSIZED DOORS FOR PRODUCT PICKUP KING SIZE BRICK \ =❑C PAINTED WHITE 100'-0" FIN. FLOOR FIXED WOOD SHUTTERS 3—COAT" THICK STUCCO !A5 EXTERIOR ELEVATION - WEST @ RETAIL (FACING PARKING / LOT 3R1) W/SMOOTH TROWELED FINISH SCALE: 3/16" = 1'—O" - -- II a 91 z 19 130'-4 1/2" "'z Z_ BUILDING HEIGHT SOUTHLAKE ORDINANCE DEFINES "HEIGHT OF BUILDING" AS "AVERAGE HEIGHT OF THE HIGHEST GABLE OF A PITCHED ROOF" X 6X6M STEEL COLUMN EMBEDED- ,� METAL WALL PANEL WITH i I IN 42 IN DEEP X 2 FT DIA. `� = III i NIMG PERIMETER J-TRIM TO MATCH 1 I �C DE OAT,"H METAL �4SE/,M 1 I REINFORCED PIER �� TO MATH STAN )ING SEEM STANDING SEAM ROOF / �� 114'-0" ] � � �� RO F HEAVY DUTY HINGES WELDED T0, / I WELDED STEEL PULL AND 1.5 \ T.O. STEEL ]� �� ������ i STEEL COLUMN CANE BOLT ,- ,' \(EQUAL TO 7" KING KONG �' `� PROVIDE RECESS IN CONCRETE �� +�' - - - ' BARREL HINGES) �' \ TO RECEIVE BOLT _ �� _ " � 113 -0 3/4 a 15 DIA. STEEL BOLLARD SET \� T.O. PLATE — I 05/A2.1 42" ABOVE GRADE AND PAINTED �� E SAFES YELLOW �� MANUFACTURED STONE ❑� m m m m VENEER �� -- _�O[ DECORATIVE L _[ COLUMN WRAP IL - =F— i�( ❑c C KING SIZE BRICK PAINTED WHITE 3—COAT J" THICK -- -- C STUCCO W/SMOOTH —� ���� --- — — -- TROWELED FINISH❑� — ❑o���'n�O���-,❑ 0[ 10c 100'-0" FIN. FLR. - --- -- - 01 EXTERIOR ELEVATION - CAFE EAST (FACING WHITE CHAPEL) A5 SCALE: 3/16" = 1'—O" FLAT ROOF W/ PARAPET TO HIDE SKYLIGHTS ALUMIIJIMUM P)ST MOWTED SIGNAGE — RFER: 03,/A6 �1 T-H G EEA H0US-E - HVAC EQUIPMEN I FKUM VIEW T WEGE ENV S E-� MASONRY CALCULATIONS LOW—E VINYL WINDOWS ALUMINIMUM POST MOUNTED NORTH CAFE EAST SOUTH WEST CAFE WEST TOTAL SIGNAGE — REFER: 03/A6 MATERIAL TYPE SF % SF % SIF % SF % SF % BUILDING L BRICK VENEER 488 42 326 262 0 Z MANUFACTURED STONE VENEER FIN. FLR. 2—SIDED GAS CAST STONE WOOD DOORS \—LOW—E VINYL FIREPLACE FIREPLACE SURROUND —PAINTED WINDOWS 02 EXTERIOR ELEVATION - CAFE WEST (FACING COURTYARD) A5 SCALE: 3/16" = 1'—O" NIMANUFACTURED STONE VENEER 122 66% 278 92% 557 82% 160 1 99% 65 100% 81% ' 3—COAT STUCCO VENEER 620 141 569 441 0 SHAKE SIDING FIBER CEMENT 136 42 136 5 0 01FIBER CEMENT BOARD AND BATTEN 508 1 34% 18% 0 8% 173 Ip 11% p 0% 19% GENERAL NOTES: 1. PROPOSED ZONING TO BE SP-2. THE PROJECT IS REQUIRED TO COMPLY WITH THE MASONRY STANDARDS OF THE MOST RESTRICTIVE DISTRICT IS WHICH THE USES ARE PERMITTED. THEREFORE, THE PROJECT MUST COMPLY WITH THE STANDARDS OF A 'C-2' ZONING DISTRICT. 2. IT ADDITION TO NOTE 1, THE PROJECT IS LOCATED WITHIN 500 FT OF HIGHWAY 114. THEREFORE, THE BUILDING SHALL HAVE AT LEAST 80% MASONRY. 3. STUCCO VENEER SHALL BE 3—COAT, 7/8 INCH THICK CEMENT STUCCO OVER METAL LATHE PER CITY STANDARDS FOR MASONRY. 4. DETAILED TRIM COMPONENTS AND COLUMN WRAPS ARE NOT INCLUDED IN THE ANALYSIS ABOVE AS THEY ARE BEING CONSIDERED ORNIMENTATION. SUCH COMPONENTS SHALL BE CONSTRUCTED OF NON—COMBUSTIBLE MATERIAL. STANDING SEAM METAL ROOF SLOPED CURTAIN WALL GLAZING r� SYSTEM DECORATIVE COLUMN WRAP MANUFACTURED STONE VENEER WOOD DOORS —PAINTED CASE #: ZA24-0009 CONCEPT AND SITE PLAN THOMAS M WOOD SURVEY ABSTRACT NO. 706 LOT 3, BLOCK 1 PARKWAY OFFICE CENTER & 1.423 ACRES OF THOMAS M HOOD SURVEY (UNPLATTED) N. WHITE CHAPEL BLVD. CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: BRIAN ZVONECEK (817-991-5236) 190 W. HWY 114, SUITE A SOUTHLAKE, TEXAS 76092 APPLICANT: JACOB SCOGGINS, AIA (817-965-0763) 6406 REDSTONE DRIVE ARLINGTON, TEXAS 76001 ARCHITECTURE UNDERGROUND STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 w O 2 m H � w W 0 coo a J CONCEPT AND SITE PLAN SUBMITTAL EXTERIOR ELEVATIONS A5 "c r1 t IMN ARCHITECTURE UNDERGROUND STEVEN SCOGGINS ' _ I_ — -T — ��_ _ • 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 W �E STANDINC SEAM CONCEALED SOFFIT LIGHT TO _ RENDERING O METAL ROOFING - ILLUMINATE SIGNAGE J BRICK VENEER IGNAGE AREA 24" TALL PIN -MOUNTED, 3-CHAT J" THICk STUCCO ASHP ALT SHING ROOF BEY D -� �-------------- -- - - - - - - � - - 77 SF- PREFINISHED ALUMINUM LETTERING - W/SMOOTH TRONELED FINISH GIIFAEFII ��INJ� I STONE CAP m 0 00 ,3� 00� -I II II \. I / aN aN ui i N � I I Q I uj N------------- - - - - - - - -- -- - II °- "' I 1'-2" 10'-6" , 1'-4" 0 = I PLAN SECTION'C' co BRICK VENEER 8" 1'-0"41 22'-2" 10" 8"�C (-------------REFIPIISHD AWNIINU -- Jf ------ I o /�2 SiGIlACE FIN OC � -` _ _ 00 MANUFACTURED =o w E3 I STONE VENEER _I Q --J � O C II II IIII II2'-6" .1 �-0" 2" 2" ` J a PLAN SECTION'B' W X IIII II8" COW BRICK VENEER STRUCTURE a 04 BUILDING SIGNAGE -HIGHWAY 114 � U W�e A6 SCALE: 1/2" = 1'-0" W Q o � / o0 / MANUFACTURED M STONE VENEER W Q /4 I 9'-4" 4" 13'-0" 2'-10" 2" 10i� i�1' II III IIIIII / / VJ BUILDING FACE CLEVIS AND PLAN SECT ON 'A' O TURNBUCKLE 12" TALL PIN -MOUNTED, SIGNAGE AREA SUPPORT 1 10'-6" 1 °-4" 10 PREFINISHED ALUMINUM LETTERING = 17 SF 12" TALL FREE-STANDING 8" PIN MOUNTED L-J ALUMINUM LETTERS BASE I LETTERING SIGNAGE AREA MOUNTED TO CANOPY F----- � ----- — �—�------------- � �� = 15 SF I SECTION C IN �---- ------ —------- -I N 3.5" PIN MOUNTED ED A c L — — — — — --------- — — — — — — — - LETTERING A M B E T HOME N �pCOB Noo-5�PREFINISHED ALUMINIUM C? ��---------__------------------------A AA 3ERT SIGNAGE FIN --SHOP DESIGN BUILD N �+ 13'-0" 1, 1'-4" STONE CAP 6" TALL PIN MOUNTED NUMBERS A `� =wz �F O F �� MANUFACTURED \� _ METAL FRAMED STONE VENEER r 1 `o CANOPY CANTILEVERED SECTION B170 l J� N 02.26.2024 FROM BUILDING 4 FT PREFINISHED METAL FASCIA KING SIZE BRICK �� kikkk DATE: 04/01 /2024 PAINTED WHITEco C SECTION A LJ REVISION: r rf i � 13'-0" I � 01 MONUMENT SIGN - WHITE CHAPEL DRIVE ENTRANCE A6 SCALE: 1/2" = 1'-0" CONCEPT AND CASE #. ZA24-0009 SITE PLAN CONCEPT AND SITE PLAN SUBMITTAL THOMAS M WOOD SURVEY ABSTRACT NO. 706 LOT 3, BLOCK 1 PARKWAY OFFICE CENTER 8c 1.423 ACRES OF THOMAS M HOOD SURVEY (UNPLATTED) N. WHITE CHAPEL BLVD. CITY OF SOUTHLAKE SIGNAGE TARRANT COUNTY, TEXAS 76092 OWNER: BRIAN ZVONECEK (817-991-5236) 190 W. HWY 114, SUITE A SOUTHLAKE, TEXAS 76092 03 BUILDING SIGNAGE - CAFE @ EAST (WHITE CHAPEL) & WEST (COURTYARD) 02 BUILDING SIGNAGE - NORTH ENTRY APPLICANT: JACOB SCOGGINS, AIA (817-965-0763) A6 SCALE: 1/2" = 1'-0" A6 SCALE: 1/2" = 1'-0" 6406 REDSTONE DRIVE A6 ARLINGTON, TEXAS 76001 1 5 VIT _r��',,� .�r� ••ate 't' ,.4,. .> _ �- _ GRASS (GREEN) �r. � -• °.: _ .,��:. , r� , 32� - � • � ,� 1 - RO F3---.,;;l BLDG-COVERED r L-1 654.16 76547— BLDG-COVEREDoor DA SOUD SO', Lit " ;AArlsii ALL PAVEMENT - - �- SHALL BE CONCRETE (GRAY) . I mw. / - F� RO 60 GL ,t••t t' .�• .y , s }• � � ' ' '� _tee , s Wit✓ �' • at, �t,*ti, ;►t �. r , 00 ►.`: 90 AJ 1 vIT ALL PAVEMENT RO SHALL BE PHASE 2 AREA TO BE CONCRETE DECOMPOSED GRANITE (GRAY) 125 y I! CONSTRUCTION G MENCEIS _ 1 3s f 24 Him � 1 I CM � �BERMUDA SOLID SOD, TYP. 10GMy, DETENTION POND LOR BC co true, 649 9 solve t +,,;ier valve 7 - QTCT S y (�gRiqB7 � SFR�i Wi�Ty ��� �4 0 of SITE PLAN - RENDERED TO ALIGN WITH LANDSCAPE PLAN A7 SCALE: 1 "=20'-0" TXDOT LION I uM ALL PAVEMENT SHALL BE 1 /2" CIRF(LANDES), 649. 9 1 2 IRF LAN() f P-MH A, — SS f 112" CIRF(LAND S 5C71 1/2" IRF LWES �V NOTE: THIS PLAN ALIGNS WITH THE LANDSCAPE DESIGN SHOWN ON SHEET L1.2. REFER TO THE LANDSCAPE DESIGN SHEET AND CIVIL ENGINEERING SHEETS FOR INFORMATION SPECIFIC TO EACH DISCIPLINE. ARCHITECTURE UNDERGROUND STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 O 2 m H � w W 0 cn o a J 02.26.2024 DATE: 04/01 /2024 REVISION: CASE #: ZA24-0009 CONCEPT AND SITE PLAN CONCEPT AND SITE PLAN SUBMITTAL THOMAS M WOOD SURVEY ABSTRACT N0. 706 LOT 3, BLOCK 1 PARKWAY OFFICE CENTER 8c 1.423 ACRES OFNT WHITE CHAPEOLDBLVDVEY (UNPLATTED) SITE PLAN CITY OF TARRANT COUNTY,UTE TEXAS RENDERING OWNER: BRIAN ZVONECEK (817-991-5236) 190 W. HWY 114 SUITE A SOUTHLAKE, TEXAS 76092 A7 APPLICANT: JACOB SCOGGWS, AIA (817-965-0763) 6406 REDSTONE DRIVE ARLINGTON, TEXAS 76001 .'111 I! i � IE 04 PHASE 2 - CONCEPT RENDERING 03 A8 SCALE: NTS ■ ■N ■■ ■■ + moll i ■I !L !1 II �1 III ■. ■■ MEN ., F yyi ',r is �� --�-.r�•.l��i� 6r� �'- - �Jl. .'�,; r;`I�J ��. � - 03 PHASE 2 - CONCEPT RENDERING 02 A8 SCALE: NTS - ..,. z ii:., .,,air r�''d:��.• — 02 PHASE 2 - CONCEPT RENDERING 01 A8 SCALE: NTS , STOR - (6'-9" X 15-0") (102 SF) IL L STOR (6'-9" X 15'-0") (102 SF) .F j RETAIL 1 (31'-0" X 30'-0") r (915 SF) RETAIL (31'-0" X 30'-0") (915 SF) (nolPHASE 2 - FUTURE RETAIL - CONCEPT PLAN A8 SCALE: 1/8" = 1'-0" NOTE: THE CONCEPT PLAN AND ELEVATIONS SHOWN DEPICT THE DESIGN INTENT, QUALITY AND STYLE OF BUILDING TO BE CONSTRUCTED DURING PHASE 2. THE FUTURE RETAIL BUILDNG MAY ALTER FROM WHAT IS SHOWN WHEN THE PROJECT PROCEEDS, BUT THE OVERALL AESTHETIC AND SIZE SHALL REMAIN AS SHOWN. BREEZEWAY (20'-0" X 25-4") (500 SF) - - ------------ --- RETAIL (31'-0" X 30'-0") (915 SF) IL_ I STOR (6'-9" X 15-0") (102 SF) ----- 1—===r— F CASE #: ZA24-0009 CONCEPT AND SITE PLAN THOMAS M WOOD SURVEY ABSTRACT NO. 706 LOT 3, BLOCK 1 PARKWAY OFFICE CENTER & 1.423 ACRES OF THOMAS M HOOD SURVEY (UNPLATTED) N. WHITE CHAPEL BLVD. CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: BRIAN ZVONECEK (817-991-5236) 190 W. HWY 114, SUITE A SOUTHLAKE, TEXAS 76092 APPLICANT: JACOB SCOGGINS, AIA (817-965-0763) 6406 REDSTONE DRIVE ARLINGTON, TEXAS 76001 ARCHITECTURE UNDERGROUND STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 w O 2 m H ry w W 0 coo a J Q � 0 ww VY w J H Q > � a Z W 0 04/01/2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL PHASE 2 FUTURE RETAIL CONCEPTS REBECCA UTLEY & DEBORAH PURYEAR INST No D223056415 DRTCT EXISTING TREE TO REMAIN TYP. WIRE FENCE _NC _ I IFENCE GATE X DL 656.45 �65664 — 7�_A FC ND -65F� I V u I 654.65 4.43 I I)G-P( I 654.16 G ILp�X 65,.27 finist floor B-[G—PC BLDG—COVERED BLDG—COVERED 650.41 water „Ive Wc.tee 645G3311 alve water valve ---� S ti DTH �'0 4D i l 77 8 _ �N89.42'56"E - 51 .66' — WIRE FENCE-8 E of Lo __ _ XX —- — 3�— -- — -- 1 2" CIRF GLANDES) I 655 I EXISTING TREE TO BE REMOVED, TYP. Ivan T (7 1 6� a I /llllllllll � � IIIIIIIIIII I � II II I REMAINDE�OF LC f 3 1. �ACI7_0TJT 0LTjA 4S�.s------ L CD PARKWAY OFFICE CI _NTE R _ _ _ � ABSTRACT N0. 706 � /OL 388-184, NU 7-1, P :ETC T �LQOD SURVEY, CONVEYED TO HAROLD KNIGHT AND \ \I P-MH CA �, I I c, CD J.L. CROW, VOL 7046, P 1593, I \ cn DRTCT — - - — v v Lc II i \ \ _J I _P-CO P_ F F - - '5'44"E N 248.39' \\ GUYS X/ _j II \\ GUI / � �P co I I g P-c 4oil M g GUY P co \ \ \ � � J �01- 5Q2„ I to I I 2 W M CV I 00 r I cn II j I A TXDOT MON 7 f'4'9\ ►Y \ � 4e G 649 PPI -FDC BUILDING #1 ONE STORY (±8,692 s.f.) FFE=650.00 N89'37 43 W N 249.03 HOPKINS DALLAS PROPERTIES, LTD. VOL 15087, PG 277 DRTCT T II II � P-80 P-fC 300 PRO ...TOR C ) REFER TO SECTION 9.8 OF SOUTHLAKE CITY ORDINANCE 585-E FOR ADDITIONAL TREE PROTECTION AND PRESERVATION CONSTRUCTION METHODS. 4H I — — g 1/s" CIRF(LANDI:S)�_\ 5071 UCti3f4 1/2" IRF L NDFS g I I I � g I I I I g g g I I � I g g Ig Ig w g z ' J- cf 014/ O i 0� cS� TDM GRAPHIC SCALE 0 20 40 FEET N � I Scale 1 "=20' - 0" PV ARCHITECTURE 817-965-0763 i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�t�i��i�i����������������♦ • ' 1 TREE PROTECTION FENCING N.T.S. PROTECTED TREE CD BORING: BORING OF UTILITIES UNDER PROTECTED TREES SHALL BE REQUIRED IN CIRCUMSTANCES WHERE IT IS NOT POSSIBLE TO TRENCH AROUND THE CRITICAL ROOT ZONE OF THE W PROTECTED TREE. WHERE REQUIRED, THE LENGTH OF THE BORE SHALL BE THE WIDTH OF THE CRITICAL ROOT ZONE AT A MINIMUM AND SHALL BE A MINIMUM DEPTH OF FORTY EIGHT (48") INCHES. I_ TUNNELING U TRENCH— SAVES ROOTS 40% ROOT KILL W x AND TUNNELING (-2)BORING N.T.S. 109 �2"X4" LUMBER WIRE iilll' -FINISH GRADE 064 P � WHERE A PROTECTED TREE REMAINS IN THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND THE TREE MAY BE IN DANGER OF BEING DAMAGED BY CONSTRUCTION EQUIPMENT OR OTHER ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE WITH 2" X 4" LUMBER ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE BARK OF THE TREE. THE INTENT IS TO PROTECT THE TRUNK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE CONSTRUCTION EQUIPMENT. 3 BARK PROTECTION N.T.S. TREE PRESERVATION NOTES CONSTRUCTION METHODS: BORING: BORING OF UTILITIES UNDER PROTECTED TREES MAY BE REQUIRED. WHEN REQUIRED, THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE CRITICAL ROOT ZONE AND SHALL BE A MINIMUM DEPTH OF FORTY (48) INCHES. TRENCHING: ALL TRENCHING SHALL BE DESIGNED TO AVOID TRENCHING ACROSS CRITICAL ROOT ZONES OF ANY PROTECTED TREE. THE PLACEMENT OF UNDERGROUND UTILITY LINES SUCH AS ELECTRIC, PHONE, GAS, ETC., IS ENCOURAGED TO BE LOCATED OUTSIDE THE CRITICAL ROOT ZONE. TRENCHING FOR IRRIGATION SYSTEMS SHALL BE PLACED OUTSIDE THE CRITICAL ROOT ZONE EXCEPT THE MINIMUM REQUIRED SINGLE HEAD SUPPLY LINE. THIS LINE IS ALLOWED TO EXTEND INTO THE CRITICAL ROOT ZONE PERPENDICULAR TO THE TREE TRUNK WITH THE LEAST POSSIBLE DISTURBANCE. TREES TO BE REMOVED: ALL TREES TO BE REMOVED FROM THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4) FEET ABOVE GRADE. TREES TO REMAIN: ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. EXISTING TREES NOTED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE OF TREE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. PROHIBITED ACTIVITIES IN CRITICAL ROOT ZONE: THE FOLLOWING ACTIVITIES ARE PROHIBITED IN THE AREAS NOTED AS THE CRITICAL ROOT ZONE. MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION, OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION, SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED, OR OTHER LIQUIDS DEPOSITED OR ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF A PROTECTED TREE. THIS INCLUDES, WITHOUT LIMITATION: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS. TREE ATTACHMENTS: NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION, EQUIPMENT, TRAFFIC, OR PARKING SHALL TAKE PLACE WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET PAVEMENT. GRADE CHANGES: A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES. PROCEDURES REQUIRED PRIOR TO CONSTRUCTION: PROTECTIVE FENCING: PRIOR TO CONSTRUCTION, THE CONTRACTOR OR SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED TREE ON A CONSTRUCTION SITE, A PROTECTIVE FENCING WHICH ENCIRCLES THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE TREE TO PROTECT IT FROM CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK, AND REMAIN IN PLACE UNTIL ALL EXTERIOR WORK HAS BEEN COMPLETED. BARK PROTECTION: IN SITUATIONS WHERE A PROTECTED TREE REMAINS IN THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND THE LANDSCAPE ARCHITECT OR OWNERS'S REPRESENTATIVE DETERMINES THE TREE BARK TO BE IN DANGER OF DAMAGE BY CONSTRUCTION EQUIPMENT OR OTHER ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE BY ENCLOSING THE ENTIRE CIRCUMFERENCE OF THE TREE WITH 2"X4" LUMBER ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE TREE. THE INTENT IS TO PROTECT THE BARK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE CONSTRUCTION EQUIPMENT. NO. CALIPER TREE SPECIES REMAIN/REMOVE NOTES 1 20 ASH TO REMAIN MULTI TRUNK 2 13 ASH TO REMAIN 5( 3 23 ASH TO REMAIN MULTI TRUNK 06z 4 9 ASH TO REMAIN PI 5 16 ASH TO REMAIN MULTI TRUNK 6 20 POST OAK TO REMAIN 7 28 ASH TO REMAIN MULTI TRUNK 8 12 HACKBERRY TO BE REMOVED 5( 9 12 PECAN TO BE REMOVED 06, 10 16 PECAN TO BE REMOVED P4 TREE PRESERVATION LEGEND 11 29 PECAN TO BE REMOVED MULTI TRUNK 12 2 SHRUB TO BE REMOVED OVERGROWN / 13 32 POST OAK TO BE REMOVED MULTI TRUNK TREE TO BE REMOVED 14 30 BRADFORD PEAR TO REMAIN 15 27 CEDAR ELM TO REMAIN MULTI TRUNK 16 27 OAK TO BE REMOVED 17 43 OAK TO BE REMOVED MULTI TRUNK ® TREE TO REMAIN 18 23 OAK TO BE REMOVED MULTI TRUNK 19 25 OAK TO BE REMOVED MULTI TRUNK V TOTAL ON SITE 407 TREE PRESERVATION FENCING TOTAL TO BE REMOVED 221 CASE #: ZA24-0009 TREE PRESERVATION CONCEPT AND SITE PLAN Developed Site Area: 99,743 THOMAS M WOOD SURVEY ABSTRACT NO. 706 Tree Canopy Area 14,981 LOT 3, BLOCK 1 PARKWAY OFFICE CENTER & REQUIRED PROVIDED 1.423 ACRES OF THOMAS M HOOD SURVEY (UNPLATTED) 10,487 s.f. (70%) 5364 s.f. (35%) N. WHITE CHAPEL BLVD. CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: BRIAN ZVONECEK (817-991-5236) 190 W. HWY 114 SUITE A AWR Designs, LLC SOUTHLAKE, TEXAt 76092 P.O. Box 1746 Texas 76008 amanda@awr-designs.com APPLICANT: JACOB SCOGGINS AIA (817-965-0763) an c.512.517.5589 6406 REDSTONE DRIVE ARLINGTON, TEXAS 76001 w �E 2 m H 0.00 w W m o CO Q J W Q 0 I..L OW JQ Lu 0_ LU I< W U�e wQ W ~_ •O Z O O J � � r ��Q�,PNDSCgc�9� C�� OPT RtiA m Q 6 �?754C9 __ m DATE: 04/01 /2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL TREE PRESERVATION PLAN L1.1 FENCE GATE DL / � 1 ® 654.65 _ GLDa, 61� t.43 B_ G- 654.16 �QrFf�_ �X 65�.27 finisr floor BLCG-POL ' �= 9 651.5 BLDG-COVERED BLDG-COVERED REBECCA UTLEY & DEBORAH PURYEAR INST No D223056415, DRTCT BERMUDA SOLID SOD, TYP. I 37 3 ✓IT 6.88 f n ry f FENCE VIT WIRE FENCE N256 E 51�.66 + rA + +++0+� + + + + 5 .45 ++� + 90 +++ ++++ ++ i + + I+ + + 15 30 + + 'PK F 1 J ];�v �� 1 1 IT 77 ROZZ 25 CID PHASE 2 AREA TO BE SC 3 DECOMPOSED GRANITE 1 UNTIL CONSTRUCTION CID CM COMMENCES, TYP. 20 r - NVA - GL 20 DY;' 4 �� MS 17 � TC' A r`T 7'FAQ AB . . �18'-0"� 1 IX�J��KREMAINDE01;X cM �/ I� 1. 2 FACITS-0-0 ---� I VIT o PARKWAY OFFICE C VOL 388-18�P� ; i T _ _ _-LQOC, SURVEY, ABSTRACT NO. 6 28 DY I c • 9 ( CONVEYED TO HAROLD KN GHT AN 9 _ �--� J.L. CROW, VOL 7046, Po" 1593, Ms • CT 2 DRTT---------T-� - �J � I I , mod° ^� • d VLOR I • d ° d * I I a =, 14 ° * • a• e d • , . ° d GUY + VIT / MS ° - • - , • ° + - +/�+ d a d p A� RO �� X / L a � D p; + + l .: P-ca AB + CONCRETE SEATING AREA -Col SALT FINISH, JOINTS AS * + •° / / I I DY BUILDING #1 SHOWN, TYP. \\I� o ++ + d // U + + ~ �/ + + � 2 *" Rp 1�' d;• y + + + 160 + + + G L r-L--` V1111A) +++ ��I /i 3 50.41. water ,, ve bf Z W�te�`VU e 64WG a water valve Sy (�gRiqB�� � SFR�i R�qO R°wJ I 1XMS i i I i5EFV OLt1D_S_OCJ, I Yr. - -- --r- w N = I 00 A \, TXDOT MON �6�469� \ SHE \ c CIRF(LANDES) -rr �1I °"E P 47�.9 RI ER 649.39 -°" IRF -I IKL LAND ° s P-MH a H o' III � w I Y Q J $ w ° m 1 U F- L LJ G CD P-MH F=- N 7 C) (_D 000 U) o- o c) � \\ 3 O �� T� \ $0 0 '44"E N 248.39" GENERAL LAWN NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON -SITE CONSTRUCTION MANAGER 2. LAWN AREAS SHALL BE LEFT 1" BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3. CONTRACTOR TO FIND GRADE AREAS TO ACHIEVE FINAL CONTOURS AS SHOWN ON CIVIL DRAWINGS. POSITIVE DRAINAGE SHALL BE PROVIDED AWAY FROM ALL BUILDINGS. ROUNDING AT TOP AND BOTTOM OF SLOPES SHALL BE PROVIDED AND IN OTHER BREAKS IN GRADE. CORRECT AREAS WHERE STANDING WATER MAY OCCUR. 4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN DIAMETER AND LARGER. REMOVE ALL DIRT CLODS, STICKS, CONCRETE SPOILS, TRASH ETC PRIOR TO PLACING TOPSOIL AND GRASS INSTALLATION. 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT IF NECESSARY. SOLID SOD: 1. SOLID SOD SHALL BE PLACED ALONG ALL IMPERVIOUS EDGES, AT A MINIMUM. THIS SHALL INCLUDE CURBS, WALKS, INLETS, MANHOLES AND PLANTING BED AREAS. SOD SHALL COVER OTHER AREAS COMPLETELY AS INDICATED BY PLAN. 2. SOD SHALL BE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASS AND MACHINE CUT TO PAD THICKNESS OF 3/4" (+1/4") EXCLUDING TOP GROWTH AND THATCH. 3. LAY SOD BY HAND TO COVER INDICATED AREAS COMPLETELY, ENSURING EDGES ARE TOUCHING WITH TIGHTLY FITTING JOINTS, NO OVERLAPS WITH STAGGERED STRIPS TO OFFSET JOINTS. 4. TOP DRESS JOINTS IN SOD BY HAND WITH TOPSOIL TO FILL VOIDS IF NECESSARY 5. SOD SHALL BE ROLLED TO CREATE A SMOOTH EVEN SURFACE. SOD SHOULD BE WATERED THOROUGHLY DURING INSTALLATION PROCESS. 6. SHOULD INSTALLATION OCCUR BETWEEN OCTOBER 1ST AND MARCH 1 ST, OVERSEED BERMUDAGRASS SOD WITH WINTER RYEGRASS AT A RATE OF 4 POUNDS PER 1000 S.F. HYDROMULCH: 1. SCARIFY AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH INSTALLATION. 2. BERMUDA GRASS SEED SHALL BE EXTRA HULLED, TREATED LAWN TYPE. SEED SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL MEET ALL STATE/LOCAL LAW REQUIREMENTS. 3. FIBER SHALL BE 100% WOOD CELLULOSE FIVER, DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY "CONWEB' OR EQUAL. 4. FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS UNOPENED CONTAINER AND SHALL BE'TERRO-TACK ONE', AS MANUFACTURED BY GROWERS, INC OR APPROVED EQUAL. 5. HYDROMULCH WITH BERMUDA GRASS SEET AT A RATE OF 2 POUNDS PER 1000 S.F. 6. USE A BATTER BOARD AGAINST ALL BED AREAS TO PREVENT OVER SPRAY. 7. IF INADEQUATE MOISTURE IS PRESENT IN SOIL, APPLY WATER AS NECESSARY FOR OPTIMUM MOISTURE FOR SEED APPLICATION. 8. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1ST AND MAY 1ST, ALL HYDORMULCH AREAS SHALL BE OVER -SEEDED WITH WINTER RYE GRASS AT A RATE OF FOUR POUNDS PER ONE THOUSAND SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO RE-HYDROMULCH WITH BERMUDA GRASS THE FOLLOWING GROWING SEASON AS PART OF THIS CONTRACT. 9. AFTER APPLICATION, NO EQUIPMENT SHALL OPERATE OVER APPLIED AREAS. WATER SEEDED AREAS IMMEDIATELY AFTER INSTALLATION TO SATURATION. 10. ALL LAWN AREAS TO BE HYDROMULCHED SHALL ACHIEVE 100% COVERAGE PRIOR TO FINAL ACCEPTANCE. P-CO I 1. 50% of the gross floor area is required to be landscaped. 2. 1 canopy tree (4" cal) shall be provided for every 500 s.f. 3. 1 understory tree (6' ht) shall be provided for every 250 s.f. 4. 1 shrub (3 gallon) shall be provided for every 40 s.f. 5. 15% of the required area shall be groundcover (4" containers) �P-CO 6. 2% of required area shall be seasonal color (4" containers) • Floor area: 12,097 s.f. 9649 s.f. (does not include 6049 s.f. (50%) decomposed granite in central courtyard) 12 canopy trees, 4" cal. 12 canopy trees, 4" cal. 4H 24 understory trees, 6' ht. 24 understory trees J 151 shrubs, 3 gal. 151 shrubs, 3 gal. 907 s.f. groundcover (15%) 3278 s.f. groundcover 121 s.f. seasonal color (2%) 126 s.f. seasonal color PARKING LOT LANDSCAPE p 1. Each parking island shall contain 1 canopy tree with the remaining area to be shrubs, groundcover, ornamental grasses or seasonal color. 1/2" CIRF(LAND .S)� 5071 -LIFFERYARDS i3.54 NORTH: 366 l.f. (B) 1/2" IRF L NDES ,REQUIRED 10' buffer 10' buffer 7 canopy trees, 4" cal. 8 existing trees 11 understory trees, 6' ht. 11 understory trees, 6' ht. 37 shrubs 16 shrubs QTY LABEL COMMON NAME SCIENTIFIC NAME SIZE NOTES fence - NA fence -existing South (West): 124 I.f. (J) SHADE TREES 4 BC Bald Cypress Taxodium distichum 4" cal. 12' ht., 4' spread, matching 25' buffer 25' buffer 3 BO Bur Oak Quercus macrocarpa 4" cal. 12' ht., 4' spread, matching 6 CO Chinkapin Oak Quercus muhlenbergii 4" cal. 12' ht., 4' spread, matching 3 canopy trees, 4" cal. 4 canopy trees, 4" cal. 2 CP Chinese Pistache Pistacia chinensis 4" cal. 12' ht., 4' spread, matching 3 understory trees, 6' ht 3 understory trees, 6' ht. 10 RO Texas Red Oak Quercus texana 4" cal. 12' ht., 4' spread, matching 12 shrubs 15 shrubs South (East): 249 I.f. (A) ORNAMENTALTREES 17 CMB Crepe Myrtle 'Basham Pink' Lagerstromia indica 'Basham Pink' 30 gal. 8' ht. 3' spread, matching 5' buffer 5' buffer 17 CMN Crepe Myrtle 'Natchez' Lagerstromia indica 'Natchez' 30 gal. 8' ht. 3' spread, matching 3 canopy trees, 4" cal. 3 canopy trees, 4" cal. 25 VIT Vitex Vitex agnus castus 30 gal. 8' ht, 4' spread, 3 trunk minimum 5 understory trees, 6' ht 5 understory trees, 6' ht. 15 shrubs 20 shrubs SHRUBS East (North): 248 I.f. E 34 AB Abelia 'Twist of Lime' Abelia x grandif/ora 'Hopley's' 5 gal. full, 24" spread, 36" o.c. 51 DY Dwarf Yaupon Holly Ilex vomitoria 'Condeaux' 5 gal. full, 24" sprd, 24" o.c. 10' buffer 10' buffer 25 GM Gulf Muhly Muh/enbergia capillaris 3 gal. full, 30" o.c. 3 canopy trees, 4" cal. 3 canopy trees, 4" cal. 54 LOR Loropetalum 'Shang-lo' Loropetalum chinense `Shang-!o' 5 gal. full, 20" sprd, 24" o.c. 5 understory trees, 6' ht 5 understory trees, 6' ht. 65 MS Morning Light Miscanthus Miscanthus sinensis 'Morning Light' 5 gal. full, 20" spread, 36" o.c. 20 shrubs 20 shrubs 40 NRS Nellie R Stevens Holly Illex x 'Nellie R. Stevens' 7 gal. full, 40" o.c. East (South): 100 I.f. A 23 TS Texas Sage'Green Cloud' Leucophyllum frutescens 'Green Cloud' 5 gal. full, 24" sprd, 36" o.c. PROVIDED 5' buffer 5' buffer GROUNDCOVER/VINES/GRASS 1 canopy trees, 4" cal. 1 existing tree 850 AJ Asian Jasmine Trache/osperum asiaticum 1 gal. full, 18" o.c. 2 understory trees, 6' ht 2 understory trees, 6' ht. 555 GL Giant Lirope Liriope gigantea 1 gal. full, 18" o.c. 8 shrubs 8 shrubs 125 SC Seasonal Color 4" pots full, 12" o.c. West: 302 I.f. (A) Bermuda Solid Sod Cynodon dacty/on Decomposed Granite 5' buffer 5' buffer 3 canopy trees, 4" cal. 3 canopy trees, 4" cal. Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. Trees shall have a 6 understory trees, 6' ht 6 understory trees, 6' ht. strong central leader and be of matching specimens. All plant material shall meet or exceed remarks as indicated. 18 shrubs 19 shrubs GRAPHIC SCALE � , AWR Designs, LLC 0 20 40 FEET P.O. Box 1746 N Aledo, Texas 76008 ' amanda@awr-designs.com Scale 1 "=20' - 0" c. 512.517.5589 6 ONE STORY (±8,692 s.f.) FFE=650.00 DECOMPOSED GRANITE, TYP. I N89' LANDSCAPE NOTES 1. CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND EXISTING ELEMENTS. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE FOR ANY LAYOUT DISCREPANCIES OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS SHOWN. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS 2. CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND ALL UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING NEAR UNDERGROUND UTILITIES. 3. A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL STRUCTURES. 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5. LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM THROUGHOUT THE SITE. 6. PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS OR CURBS. EDGING NOT TO BE MORE THAN 1/2" ABOVE FINISHED GRADE. 7. EDGING SHALL BE CUT AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND/OR CURBS. 8. MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF SIDEWALKS AND CURBING. 9. QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE SPACING OF PLANTS SHOULD BE AS INDICATED ON PLANS OR OTHERWISE NOTED. ALL TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. 10. CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER BALL AND BURLAP PLANT MATERIAL CAN BE SUBSTITUTED IF NEED BE AND IS APPROPRIATE TO THE SIZE AND QUALITY INDICATED ON THE PLANT MATERIAL LIST. 11. TREES SHALL BE PLANTED AT A MINIMUM OF S FROM ANY UTILITY LINE, SIDEWALK OR CURB. TREES SHALL ALSO BE 10' CLEAR FROM FIRE HYDRANTS. 12. 4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS) SHALL BE PLACED OVER WEED BARRIER FABRIC. MULCH SHALL BE SHREDDED HARDWOOD MULCH OR APPROVED EQUAL, PINE STRAW MULCH IS PROHIBITED. 13. WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND AROUND ALL TREES AND SHALL BE MIRAFI 1405 WEED BARRIER OR APPROVED EQUAL. 14. CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE MATERIALS AND BE RESPONSIBLE FOR OBTAINING ALL LANDSCAPE AND IRRIGATION PERMITS. IRRIGATION: 1. ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO HAVE AN ET WEATHER BASED CONTROLLER AND BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR. MAINTENANCE REQUIREMENTS: 1. VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE THAT PLANT MATERIAL IS ESTABLISHING PROPERLY AND REMAINS IN A HEALTHY GROWING CONDITION APPROPRIATE FOR THE SEASON. IF DAMAGED OR REMOVED, PLANTS MUST BE REPLACED BY A SIMILAR VARIETY AND SIZE. 2. MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THE OWNER OR OWNER'S REPRESENTATIVE ACCEPTS AND ASSUMES REGULAR MAINTENANCE. 3. ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE OF TRASH, DEBRIS, WEEDS AND OTHER MATERIAL. MISCELLANEOUS MATERIALS: 1. STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK GREEN DURAEDGE STEEL LANDSCAPE EDGING UNLESS NOTED OTHERWISE ON PLANS/DETAILS. 2. RIVER ROCK SHALL BE ARIZONA RIVER ROCK, 2" - 4" DIAMETER. RIVER ROCK SHALL BE COMPACTED TO A MINIMUM OF 3" DEPTH OVER FILTER FABRIC. 3. DECOMPOSED GRANITE SHALL CONSIST OF A NATURAL MIX OF GRANITE AGGREGATE NOT TO EXCEED 1/8" IN DIAMETER AND COMPOSED OF VARIOUS STAGES OF DECOMPOSED EARTH BASE. DG SHALL BE PLACED OVER FILTER FABRIC AT A MINIMUM OF 3" DEPTH. 4. BOULDERS SHALL BE ON AVERAGE 36" X 24" X 24" AND A MIN. OF 500LBS. BOULDER TO BE SET IN GROUND ON A 1" SAND SETTING BED. APPROXIMATELY 2" BELOW FINISH GRADE. BOULDER SHOULD HAVE A WEATHERED FINISH. EACH BOULDER HAS A NATURAL TOP AND BOTTOM. ENSURE THAT THE BOULDER IS POSITIONED CORRECTLY BEFORE INSTALLATION. PRUNING AND TRIMMING NOTES 1. CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON -SITE USING STANDARD GUIDELINES IN THE INDUSTRY. 2. ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS ARE RETAINED. 3. DO NOT'TOP' OR'HEAD' TREES. 4. IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST, DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL SHAPE. 5. REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND WITHIN THE BRANCHING AREA. 6. CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY AND STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNE CENTRALLEADERS. 7. CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE. REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURAL CROWN OF THE TREE. 8. CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR ROOT GROWTH AND LEAF GROWTH STIMULATION. 9. CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES, LEAFS, ETC. CASE #: ZA24-0009 CONCEPT AND SITE PLAN THOMAS M WOOD SURVEY ABSTRACT NO. 706 LOT 3, BLOCK 1 PARKWAY OFFICE CENTER & 1.423 ACRES OF THOMAS M HOOD SURVEY (UNPLATTED) N. WHITE CHAPEL BLVD. CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: BRIAN ZVONECEK (817-991-5236) 0H IKE,S7162S0UTHATEXAt 09 APPLICANT: JAC06S C DGINS AIA (817-965-0763) VE ARLINGTON, TEXAS 76001 ARCHITECTURE UNDERGROUND STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 w O 2 _j m H � w W m o y Q J __ M DATE: 04/01 /2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL LANDSCAPE PLAN L1.2 FENCE GATV A 56.32 LDG-FDL 654.65 GLDG 6 .43 B DG- I 654.16 F�F 65z .27 finisr floor BLCG; Flf •✓1 J 654.93 BLDG-COVERED BLDG-COVERED ------------ 650.4 water solve k(ei e ° 649.03 alve water valve RT qr, T S y Ow/ REBECCA UTLEY & DEBORAH PURYEAR INST No D223056415, DRTCT GENERAL LAWN NOTES LANDSCAPE NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF 1. CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND EXISTING TOPSOIL WITH ON -SITE CONSTRUCTION MANAGER EXISTING ELEMENTS. NOTIFY LANDSCAPE ARCHITECT OR 2. LAWN AREAS SHALL BE LEFT 1" BELOW FINAL FINISHED GRADE PRIOR DESIGNATED REPRESENTATIVE FOR ANY LAYOUT DISCREPANCIES TO TOPSOIL INSTALLATION. OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS Ael 3. CONTRACTOR TO FIND GRADE AREAS TO ACHIEVE FINAL CONTOURS AS SHOWN. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED SHOWN ON CIVIL DRAWINGS. POSITIVE DRAINAGE SHALL BE PROVIDED BY OTHERS AWAY FROM ALL BUILDINGS. ROUNDING AT TOP AND BOTTOM OF 2. CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND SLOPES SHALL BE PROVIDED AND IN OTHER BREAKS IN GRADE. ALL UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE �2 CORRECT AREAS WHERE STANDING WATER MAY OCCUR. ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS. 4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING A ID SOD7�, TYP. 37 CIRF( DES) COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S NEAR UNDERGROUND UTILITIES. '[ FENCE VIT �'�' 1 I ARCHITECTURE CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN 3. A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL �_ - _ N2'S6°E 51 �.66' _ °„E °„E °„E �� °"E °"E PP INSTALLATION. STRUCTURES. _ - x. _ UNDERGROUND / � �t rCi ER I L IKL NO 5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN DIAMETER AND 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL jb7 -� ws IRF LARGER. REMOVE ALL DIRT CLODS, STICKS, CONCRETE SPOILS, TRASH CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" STEVEN SCOGG I NS ® ® / iumi ivrRnt ETC PRIOR TO PLACING TOPSOIL AND GRASS INSTALLATION. BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW +-_ - ` �- - 1„ • ° 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL FINAL FINISHED GRADE IN LAWN AREAS. 6406 REDSTONE DRIVE ACCEPTANCE. 5. LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM �- - `� ��j I s ARLINGTON TEXAS 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE THROUGHOUT THE SITE. - TURF AREA AND SHALL PROVIDE REPLACEMENT IF NECESSARY. 6. PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING. $ 7-965 0763 NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, P-MH SOLID SOD: WALKS OR CURBS. EDGING NOT TO BE MORE THAN 1/2" ABOVE 90 1509 H I 1. SOLID SOD SHALL BE PLACED ALONG ALL IMPERVIOUS EDGES, AT A FINISHED GRADE. - MINIMUM. THIS SHALL INCLUDE CURBS, WALKS, INLETS, MANHOLES 7. EDGING SHALL BE CUT AT 45 DEGREE ANGLE WHERE IT AJ - 3 - AJ AND PLANTING BED AREAS. SOD SHALL COVER OTHER AREAS INTERSECTS WALKS AND/OR CURBS. 1 Y COMPLETELY AS INDICATED BY PLAN. 8. MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF VIT 1 I Q F- 2. SOD SHALL BE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT SIDEWALKS AND CURBING. RO 125 CIDI LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE 9. QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE _ _ Q GRASS AND MACHINE CUT TO PAD THICKNESS OF 3/4" (+1/4"), SPACING OF PLANTS SHOULD BE AS INDICATED ON PLANS OR cs PHASE 2 AREA TO BE SC I ° w EXCLUDING TOP GROWTH AND THATCH. OTHERWISE NOTED. ALL TREES AND SHRUBS SHALL BE PLANTED UJI I b DECOMPOSED GRANITE 1 l m v 3. LAY SOD BY HAND TO COVER INDICATED AREAS COMPLETELY, PER DETAILS. ° ENSURING EDGES ARE TOUCHING WITH TIGHTLY FITTING JOINTS, NO 10. CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER I' �FG UNTIL CONSTRUCTION - / 20 CMIOVERLAPS WITH STAGGERED STRIPS TO OFFSET JOINTS. BALL AND BURLAP PLANT MATERIAL CAN BE SUBSTITUTED IF NEED COMMENCES, TYP. ° 4. TOP DRESS JOINTS IN SOD BY HAND WITH TOPSOIL TO FILL VOIDS IF BE AND IS APPROPRIATE TO THE SIZE AND QUALITY INDICATED ON NVA '/ GL I I NECESSARY THE PLANT MATERIAL LIST. 1 20 / % - $ I 5. SOD SHALL BE ROLLED TO CREATE A SMOOTH EVEN SURFACE. SOD 11. TREES SHALL BE PLANTED AT A MINIMUM OF S FROM ANY UTILITY ­�q a / SHOULD BE WATERED THOROUGHLY DURING INSTALLATION PROCESS. LINE, SIDEWALK OR CURB. TREES SHALL ALSO BE 10' CLEAR FROM RO DY / 6. SHOULD INSTALLATION OCCUR BETWEEN OCTOBER 1ST AND MARCH FIRE HYDRANTS. O J rMI 1ST, OVERSEED BERMUDAGRASS SOD WITH WINTER RYEGRASS AT A 12. 4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS) �j AB I RATE OF 4 POUNDS PER 1000 S.F. SHALL BE PLACED OVER WEED BARRIER FABRIC. MULCH SHALL BE TC A (`T L SHREDDED HARDWOOD MULCH OR APPROVED EQUAL, PINE STRAW U Q HYDROMULCH: MULCH IS PROHIBITED. m I Z �18'-O" - � % 13. WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND 0 3 LJ � L�-J 1. SCARIFY AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A AROUND ALL TREES AND SHALL BE MIRAFI 1405 WEED BARRIER OR /� / AC 28 VIT 0 O - � MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH APPROVED EQUAL. Z ICE C G INSTALLATION. 14. CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE OD SURVEY, A STRACT NO. 6 I OD \ l = O 2. BERMUDA GRASS SEED SHALL BE EXTRA HULLED, TREATED LAWN MATERIALS AND BE RESPONSIBLE FOR OBTAINING ALL LANDSCAPE N(7 TG I DY P-MH TYPE. SEED SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL AND IRRIGATION PERMITS. CONY YED TO HAROLD KNIGHT AN f N m UNOPENED CONTAINER AND SHALL MEET ALL STATE/LOCAL LAW 0 co 9 REQUIREMENTS. IRRIGATION: I 9 J.L. CROW, VOL 7046, P G 159 3, MS 0 � � -J 3. FIBER SHALL BE 100% WOOD CELLULOSE FIVER, DELIVERED TO THE In MS \, 0 LLl SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY 1. ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC Uj /�• - - "CONWEB' OR EQUAL. IRRIGATION SYSTEM WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL l 2 T - - D RT�CTr _ _ • a - - - T 3 C I� Q Ln 4 CONTAINER AND SHALL BE TERRO-TFIBER TACK SHALL BE DELIVERED OACK ONETHE ', ASIN IMANUFACTURED DESIGNED AND INSTATS UNOPENED ALSO HAVE AN ET LLED BY BASEDTHER LIC NOSED IRRIGATOR. OLLER AND BE 0 • LOR i ° I , '• ° • •a ,d • , -� ,,• a BY GROWERS, INC OR APPROVED EQUAL. � O / •• \ • , ; ad 0 � � U 5. HYDROMULCH WITH BERMUDA GRASS SEET AT A RATE OF 2 POUNDS MAINTENANCE REQUIREMENTS: ° ° \ ° • - PER 1000 S.F. 1. VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE � • •• 3 I °• • � �• a - L) � LL) 6. USE A BATTER BOARD AGAINST ALL BED AREAS TO PREVENT OVER THAT PLANT MATERIAL IS ESTABLISHING PROPERLY AND • _P-CO /- TSB SPRAY. REMAINS IN A HEALTHY GROWING CONDITION APPROPRIATE FOR • ° �• i•� a1111• °' • ° a \ 0 7. IF INADEQUATE MOISTURE IS PRESENT IN SOIL, APPLY WATER AS THE SEASON. IF DAMAGED OR REMOVED, PLANTS MUST BE - - °- • j °• • e •• • ° °'• < G a4 •,l \ > = NECESSARY FOR OPTIMUM MOISTURE FOR SEED APPLICATION. REPLACED BY A SIMILAR VARIETY AND SIZE. I4 8. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1ST AND MAY 1ST, 2. MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER 7 , ° `a °" • G • • rl 12 \ \ ALL HYDORMULCH AREAS SHALL BE OVER -SEEDED WITH WINTER APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE ° ; • , • 4., G • ° • / \ \ RYE GRASS AT A RATE OF FOUR POUNDS PER ONE THOUSAND CONTRACTOR UNTIL THE OWNER OR OWNER'S REPRESENTATIVE _A= LOR . \ \ = SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO ACCEPTS AND ASSUMES REGULAR MAINTENANCE. _ • • °l l •, - - _ - = , • • $ I- RE HYDROMULCH WITH BERMUDA GRASS THE FOLLOWING GROWING 3. ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE G ° T '44"E 248.39' SEASON AS PART OF THIS CONTRACT OF TRASH DEBRIS WEEDS AND OTHER MATERIAL l / -.LO -_ - - - • O \ \ 9. AFTER APPLICATION, NO EQUIPMENT SHALL OPERATE OVER APPLIED \ Q I o' a. •• °° • o • ° •a' �� •• a , °° a 'a a •°• ill , • �� \ \ GUY AREAS. WATER SEEDED AREAS IMMEDIATELY AFTER INSTALLATION MISCELLANEOUS MATERIALS: •, • • , • a TO SATURATION. 1. STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK GREEN DURAEDGE X / Lam% , ° ° • n 17 1 \\ GU \ 10. ALL LAWN AREAS TO BE HYDROMULCHED SHALL ACHIEVE 100% STEEL LANDSCAPE EDGING UNLESS NOTED OTHERWISE ON LP -CO, AB 10,, r g COVERAGE PRIOR TO FINAL ACCEPTANCE. PLANS/DETAILS. 2. RIVER ROCK SHALL BE ARIZONA RIVER ROCK, 2" - 4" DIAMETER. U _ L - RIVER ROCK SHALL BE COMPACTED TO A MINIMUM OF 3" DEPTH w LANDSCAPE- • • Southlake, TX OVER FILTER FABRIC. CONCRETE SEATING AREA CO 3. DECOMPOSED GRANITE SHALL CONSIST OF A NATURAL MIX OF O 3 VIT GRANITE AGGREGATE NOT TO EXCEED 1/8" IN DIAMETER AND / // DY SALT FINISH, JOINTS AS II P-CO 1. 50% of the gross floor area is required to be landscaped. COMPOSED OF VARIOUS STAGES OF DECOMPOSED EARTH BASE. BUILDING #1 ^ SHOWN, TYP. / DG SHALL BE PLACED OVER FILTER FABRIC AT A MINIMUM OF 3" ILJJ.� V ) -� 2. 1 canopy tree (4" cal) shall be provided for every 500 s.f. DEPTH. w ONE STORY (±8 692 s.f.) 6 3. 1 understory tree (6' ht) Shall be prOVlded for every 250 S.f. 4. BOULDERS SHALL BE ON AVERAGE 36 X 24 X 24 AND A MIN. OF O J 500LBS. BOULDER TO BE SET IN GROUND ON A 1" SAND SETTING FFE=650.00 CM 4. 1 shrub (3 gallon) shall be provided for every 40 s.f. BED. APPROXIMATELY 2" BELOW FINISH GRADE. BOULDER 'X �/�✓ / j 5. 15% of the required area shall be groundcover (4" containers) SHOULD HAVE A WEATHERED FINISH. EACH BOULDER HAS A a*1Uj NATURAL TOP AND BOTTOM. ENSURE THAT THE BOULDER IS L.L / DECOMPOSED GRANITE, TYP. P-CO 6. 2% of required area shall be seasonal color (4" containers) POSITIONED CORRECTLY BEFORE INSTALLATION. j / w Floor area: 12,097 s.f. PRUNING AND TRIMMING NOTES 1< CMB 1. CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON -SITE USING W STANDARD GUIDELINES IN THE INDUSTRY. P-FDC 9649 s.f. (does not include 2. ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS a/ a I 6049 s.f. 50% ARE RETAINED. ( ) decomposed granite in central 3. DO NOT'TOP' OR'HEAD' TREES. courtyard) 4. IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST, canopy trees, 4 �� DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL J 12 cano cal. 12 canopy trees, 4" CaI. SHAPE. j - / P-MH�� / 24 understory trees, 6' ht. 24 understory trees 5. REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / U WEAK rY Y BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND �S I' 151 shrubs, 3 gal. 151 shrubs, 3 gal. WITHIN THE BRANCHING AREA. 1 6. CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY _ 907 s.f. groundcover (15%) 3278 s.f. groundcover REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE Q sl 121 s.f. seasonal color 2% 126 s.f. seasonal color CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS 20 I ( ) HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY AND O CO CMN TS € - • STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNE CENTRACTOR SHALL Z Bt U, I YF'. / I 1. Each parking island shall contain 1 canopy tree with the remaining area to 7. CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO _ EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE. vn be shrubs, groundcover, ornamental grasses or seasonal color. REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND --- -- - -- - --_ - -_ -- _X X.X X X )i X X X X�J( X X X � g g P_� - - - - - - - - - x THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURAL CROWN OF THE O OO = - . - O 1 /s» CIRF(LAND :S� 5071 NORTH: 366 I.f. 8. CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF W 249.03 12EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR N89' 3 " (B) ROOT GROWTH AND LEAF GROWTH STIMULATION. / N $" IRF NDES EQUIRED 9. CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES, 10' buffer 10' buffer LEAFS, ETC. - - - L I - 7 canopy trees, 4" cal. 8 existing trees 8 11 understory trees, 6' ht. 11 understory trees, 6' ht. Q\,PNDSC4,4,, MSPLANT SCHEDULE 37 shrubs 16 shrubs ��,�� R1 41 �j fence - NA fence - existing P 9� A SCM QTY LABEL COMMON NAME SCIENTIFIC NAME SIZE NOTES South (West): 124 I.f. (J) Qfun SHADE TREES * n 4 BC Bald Cypress Taxodium distichum 4" cal. 12' ht., 4' spread, matching 25' buffer 25' buffer (P - 3 BO Bur Oak Quercus macrocarpa 4" cal. 12' ht., 4' spread, matching � 275 Q' f• 6 CO Chinkapin Oak Quercus muhlenbergii 4" cal. 12' ht., 4' spread, matching 3 canopy trees, 4" cal. 4 canopy trees, 4" cal. '9T., -16 / 2 CP Chinese Pistache Pistacia chinensis 4" cal. 12' ht., 4' spread, matching 3 understory trees, 6' ht 3 understory trees, 6' ht. w 10 RO Texas Red Oak Quercus texana 4" cal. 12' ht., 4' spread, matching 12 shrubs 15 shrubs South (East): 249 I.f. (A) I 00 ORNAMENTAL TREES REQUIRED in 5' buffer 5' buffer 17 CMB Crepe Myrtle 'Basham Pink' Lagerstromia indica 'Basham Pink' 30 gal. 8' ht. 3' spread, matching I 17 CMN Crepe Myrtle 'Natchez' Lagerstromia indica 'Natchez' 30 gal. 8' ht. 3' spread, matching 3 canopy trees, 4" cal. 3 canopy trees, 4" cal. \ I 25 VIT Vitex Vitex agnus castus 30 gal. 8' ht, 4' spread, 3 trunk minimum 5 understory trees, 6' ht 5 understory trees, 6' ht. � J 15 shrubs 20 shrubs SHRUBS East (North): 248 I.f. E 4' 5 34 AB Abelia 'Twist of Lime' Abelia x grandif/ora 'Hopley's' 5 gal. full, 24" spread, 36" o.c. PROVIDED ° a 6 3 51 DY Dwarf Yaupon Holly Ilex vomitoria 'Condeaux' 5 gal. full, 24" sprd, 24" o.c. 10' buffer 10' buffer 15 25 GM Gulf Muhly Muhlenbergia capillaris 3 gal. full, 30" o.c. 3 canopy trees, 4" cal. 3 canopy trees, 4" cal. a a�„�„_, � „, 54 LOR Loropetalum 'Shang-lo' Loropetalum chinense `Shang-lo' 5 gal. full, 20" sprd, 24" o.c. 5 understory trees, 6' ht 5 understory trees, 6' ht. 65 MS Morning Light Miscanthus Miscanthus sinensis 'Morning Light' 5 gal. full, 20" spread, 36" o.c. 20 shrubs 20 shrubs ° 40 NRS Nellie R Stevens Holly Illex x 'Nellie R. Stevens' 7 gal. full, 40" o.c. East (South): 100 I.f. A TXDOT MON 23 TS Texas Sage'Green Cloud' Leucophyllum frutescens 'Green Cloud' 5 gal. full, 24" sprd, 36" o.c. PROVIDED 7 64 '69 \ 5' buffer 5' buffer CASE # : ZA24-0009 61Ii GROUNDCOVER/VINES/GRASS 1 canopy trees, 4" cal. 1 existing tree 850 AJ Asian Jasmine Trache/osperum asiaticum 1 gal. full, 18" o.c. 2 understory trees, 6' ht 2 understory trees, 6' ht. CONCEPT AND SITE PLAN 555 GL Giant Lirope Liriope gigantea 1 gal. full, 18" o.c. 8 shrubs 8 shrubs 125 SC seasonal Color 4" pots full, 12" o.c. West: 302 I.f. (A) Bermuda Solid Sod THOMAS M WOOD SURVEY ABSTRACT N0. 706 Cynodon dacty/on Decomposed Granite 5 buffer 5 buffer \ LOT 3, BLOCK 1 PARKWAY OFFICE CENTER & �qRL l 3 canopy trees, 4" cal. 3 canopy trees, 4" cal. 1.423 ACRES OF THOMAS M HOOD SURVEY (UNPLATTED) WHITE CHAPEL BLVD. Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. Trees shall have a 6 understory trees, 6' ht 6 understory trees, 6' ht. N. CITY OF SOUTH LAKE strong central leader and be of matching specimens. All plant material shall meet or exceed remarks as indicated. 18 shrubs 19 shrubs TARRANT COUNTY, TEXAS 76092 OWNER: BRIAN ZVONECEK (817-991-5236) GRAPHIC SCALE 190 W. HWY 114 SUITE A 0 AWR Designs, LLC SOUTHLAKE, TEXAt 76092 0 20 40 FEET P.O. Box 1746 Aledo,N a 008 aman a@awr-Texas esig APPLICANT: JACOB SCOGGINS AIA (817-965-0763) ' amanda@awr-designs.com Scale 1 "=20' - 0" c. 512.517.5589 6406 REDSTONE DRIVE ARLINGTON, TEXAS 76001 __ M DATE: 04/01 /2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL LANDSCAPE PLAN L1.2 SECTION 32 9300 - LANDSCAPE PART 1 - GENERAL 1.1 QUALIFICATIONS OF THE LANDSCAPE CONTRACTOR. A. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING 1.2 REFERENCE DOCUMENTS A. REFER TO LANDSCAPE PLANS, NOTES, SCHEDULES AND DETAILS FOR ADDITIONAL REQUIREMENTS 1.3 SCOPE OF WORK / DESCRIPTION OF WORK A. WORK COVERED BY THESE SECTIONS INCLUDES: FURNISH ALL SUPERVISIONS, LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED TO COMPLETE THE WORK COVERED IN CONJUNCTION WITH THE LANDSCAPING COVERED IN LANDSCAPE PLANS AND SPECIFICATIONS INCLUDING: 1. PLANTING (TREES, SHRUBS, GRASSES) 1. BED PREP AND FERTILIZATION 3. NOTIFICATION OF SOURCES 4. WATER AND MAINTENANCE UNTIL ACCEPTANCE 5. GUARANTEE B. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. C. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK 1.4 REFERENCES A. AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICAN ASSOCIATION OF NURSERYMEN; 27 OCTOBER 1980, EDITION; BY AMERICAN NATIONAL STANDARDS INSTUTUTE (Z60.1) - PLANT MATERIAL B. AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE; 1942 EDITION OF STANDARDIZED PLANT NAMES. C. TEXAS ASSOCIATION OF NURSERYMEN, GRADES AND STANDARDS 1.5 SUBMITTALS A. PROVIDE REPRESENTATIVE QUANTITIES OF EACH SOIL, MULCH, BED MIX, GRAVEL AND STONE BEFORE INSTALLATION. SAMPLES TO BE APPROVED BY OWNER'S REPRESENTATIVE BEFORE USE. B. SOIL AMENDMENTS AND FERTILIZERS SHOULD BE RESEARCHED AND BASED ON THE SOILS IN THE AREA. C. BEFORE INSTALLATION, SUBMIT DOCUMENTATION THAT PLANT MATERIALS ARE AVAILABLE AND HAVE BEEN RESERVED. FOR ANY PLANT MATERIAL NOT AVAILABLE, SUBMIT REQUEST FOR SUBSTITUTION. 1.6 JOB CONDITIONS, DELIVERY, STORAGE AND HANDLING A. GENERAL CONTRACTOR TO COMPLETE WORK BEFORE LANDSCAPE CONTRACTOR TO COMMENCE. B. ALL PLANTING BED AREAS SHALL BE LEFT THREE INCHES BELOW FINAL GRADE OF SIDEWALKS DRIVES AND CURBS. ALL AREAS TO RECEIVE SOLID SOD SHALL BE LEFT ONE INCH BELOW THE FINAL GRADE OF WALKS, DRIVES AND CURBS. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO LANDSCAPE CONTRACTOR BEGINNING WORK C. STORAGE OF MATERIALS AND EQUIPMENT AT THE JOB SITE WILL BE AT THE RISK OF THE LANDSCAPE CONTRACTOR. THE OWNER CANNOT BE HELD RESPONSIBLE FOR THEFT OR DAMAGE. 1.7 SEQUENCING A. INSTALL TREES, SHRUBS, AND LINER STOCK PLANT MATERIALS PRIOR TO INSTALLATION OF LAWN/SOLID SOD. B. WHERE EXISTING TURF AREAS ARE BEING CONVERTED TO PLANTING BEDS, THE TURF SHALL BE CHEMICALLY ERADICATED TO MINIMIZE RE -GROWTH IN THE FUTURE. AREAS SHALL BE PROPERLY PREPARED WITH AMENDED ORGANIC MATTER. 1.8 MAINTENANCE AND GUARANTEE MAINTENANCE: A. THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK FROM THE TIME OF PLANTING UNTIL FINAL ACCEPTANCE BY OWNER. B. NO TREES, GRASS, GROUNDCOVER OR GRASS WILL BE ACCEPTED UNLESS THEY SHOW HEALTHY GROWTH AND SATISFACTORY FOLIAGE CONDITIONS. C. MAINTENANCE SHALL INCLUDE WATERING OF TREES AND PLANTS, CULTIVATION, WEED SPRAYING, EDGING, PRUNING OF TREES, MOWING OF GRASS, CLEANING UP AND ALL OTHER WORK NECESSARY FOR MAINTENANCE. D. A WRITTEN NOTICE REQUESTING FINAL INSPECTION AND ACCEPTANCE SHOULD BE SUBMITTED TO THE OWNER AT LEAST 7 DAYS PRIOR TO COMPLETION. AN ON SITE INSPECTION BY THE OWNER'S AUTHORIZED REPRESENTATIVE WILL BE COMPLETED PRIOR TO WRITTEN ACCEPTANCE. E. NOTIFY OWNER OR OWNER'S REPRESENTATIVE SEVEN DAYS PRIOR TO THE EXPIRATION OF THE WARRANTY PERIOD. F. REMOVE DEAD, UNHEALTHY AND UNSIGHTLY PLANTS DURING WARRANTY PERIOD G. REMOVE GUYING AND STAKING MATERIALS AFTER ONE YEAR H. ALL LANDSCAPE MUST BE MAINTAINED AND GRASS MOWED/EDGED ON A WEEKLY SCHEDULE UNTIL ACCEPTANCE BY OWNER. REMOVE CLIPPINGS AND DEBRIS FROM SITE PROMPTLY. I. REMOVE TRASH, DEBRIS, AND LITTER. WATER, PRUNE, RESTAKE TREES, FERTILIZE, WEED AND APPLY HERBICIDES AND FUNGICIDES AS REQUIRED. J. COORDINATE THE OPERATION OF IRRIGATION SYSTEM TO ENSURE THAT PLANTS ARE ADEQUATELY WATERED. HAND WATER AREAS NOT RECEIVING ADEQUATE WATER FROM AN IRRIGATION SYSTEM. K. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN ACCORDANCE TO THE MAINTENANCE SERVICE TO ENSURE THE SYSTEM IS IN PROPER WORKING ORDER WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. L. REAPPLY MULCH TO BARE AND THIN AREAS. M. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. N. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a. THE LANDSCAPE SHALL SHOW ACTIVE HEALTHY GROWTH ( WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b. ALL HANDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. GUARANTEE A. TREES, SHRUBS, GROUNDCVOER SHALL BE GUARANTEED (IN WRITING) FOR A 12 MONTH PERIOD (90 DAYS FOR ANNUAL PLANTING OR AT THE END OF THE SEASONAL COLOR GROWING SEASON, WHICHEVER COMES SOONER) AFTER FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE ALL DEAD MATERIALS AS SOON AS WEATHER PERMITS AND UPON NOTIFICATION OF THE OWNER. B. PLANTS INCLUDING TREES, WHICH HAVE PARTIALLY DIED SO THAT SHAPE, SIZE OR SYMMETRY HAVE BEEN DAMAGED SHALL BE CONSIDERED SUBJECT TO REPLACEMENT. IN SUCH CASES, THE OPINION OF THE OWNER SHALL BE FINAL. C. PLANTS USED FOR REPLACEMENT SHALL BE OF THE SAME SIZE AND KIND AS THOSE ORIGINALLY PLANTED OR SPECIFIED. ALL WORK INCLUDING MATERIALS, LABOR AND EQUIPMENT USED IN REPLACEMENTS SHALL CARRY A 12 MONTH GUARANTEE. ANY DAMAGE INCLUDING RUTS IN LAWN OR BED AREAS INCURRED AS A RESULT OF MAKING REPLACEMENTS SHALL BE IMMEDIATELY REPAIRED. D. WHEN PLANT REPLACEMENTS ARE MADE, PLANTS, SOIL MIX, FERTILIZER AND MULCH ARE TO BE UTILIZED AS ORIGINALLY SPECIFIED AND RE -INSPECTED FOR FULL COMPLIANCE WITH THE CONTRACT REQUIREMENTS. ALL REPLACEMENTS ARE INCLUDED UNDER "WORK" OF THIS SECTION. E. THE OWNER AGREES THAT FOR THE ONE YEAR WARRANTY PERIOD TO BE EFFECTIVE, HE WILL WATER PLANTS AT LEAST TWICE A WEEK DURING DRY PERIODS. F. THE ABOVE GUARANTEE SHALL NOT APPLY WHERE PLANTS DIE AFTER ACCEPTANCE BECAUSE OF DAMAGE DUE TO ACTS OF GOD, VANDALISM, INSECTS, DISEASE, INJURY BY HUMANS, MACHINES, THEFT OR NEGLIGENCE BY OWNER. G. ACCEPTANCE FOR ALL LANDSCAPE WORK SHALL BE GIVEN AFTER FINAL INSPECTION BY THE OWNER PROVIDED THE JOB IS IN A COMPLETE, UNDAMAGED CONDITION AND THERE IS A STAND OF GRASS IN ALL LAWN AREAS. AT THAT TIME, THE OWNER WILL ASSUME MAINTENANCE ON THE ACCEPTED WORK. 1.9 QUALITY ASSURANCE A. COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. B. EMPLOY PERSONNEL EXPERIENCED AND FAMILIAR WITH THE REQUIRED WORK AND SUPERVISION BY A FOREMAN. C. MAKE CONTACT WITH SUPPLIERS IMMEDIATELY UPON OBTAINING NOTICE OF CONTRACT ACCEPTANCE TO SELECT AND BOOK MATERIALS. NEVER CUT LEADER D. DEVELOP A PROGRAM OF MAINTENANCE (PRUNING AND FERTILIZATION) WHICH WILL ENSURE THE PURCHASED MATERIALS WILL MEET AND/OR EXCEED PROJECT SPECIFICATIONS. E. DO NOT MAKE PLANT MATERIAL SUBSTITUTIONS. IF THE LANDSCAPE MATERIAL SPECIFIED IS NOT READILY AVAILABLE, SUBMIT PROOF TO LANDSCAPE ARCHITECT ALONG WITH THE PROPOSED MATERIAL TO BE USED IN LIEU OF THE SPECIFIED PLANT. F. AT THE TIME BIDS ARE SUBMITTED, THE CONTRACTOR IS ASSUMED TO HAVE LOCATED THE MATERIALS NECESSARY TO COMPLETE THE JOB AS SPECIFIED. G. OWNER'S REPRESENTATIVE SHALL INSPECT ALL PLANT MATERIAL AND RETAINS THE RIGHT TO INSPECT MATERIALS UPON ARRIVAL TO THE SITE AND DURING INSTALLATION. THE OWNER'S REPRESENTATIVE MAY ALSO REJECT ANY MATERIALS HE/SHE FEELS TO BE UNSATISFACTORY OR DEFECTIVE DURING THE WORK PROCESS. ALL PLANTS DAMAGED IN TRANSIT OR AT THE JOB SITE SHALL BE REJECTED. 1.10 PRODUCT DELIVERY, STORAGE AND HANDLING A. PREPARATION 1. BALLED AND BURLAPPED B&B PLANTS): DIG AND PREPARE SHIPMENT IN A MANNER THAT WILL NOT DAMAGE ROOTS, BRANCHES, SHAPE AND FUTURE DEVELOPMENT. 2. CONTAINER GROWN PLANTS: DELIVER PLANTS IN RIGID CONTAINER TO HOLD BALL SHAPE AND PROTECT ROOT MASS. B. DELIVERY 1. DELIVER PACKAGED MATERIALS IN SEALED CONTAINERS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY AND WHILE STORED ON SITE. 2. DELIVER ONLY PLANT MATERIALS THAT CAN BE PLANTED IN ONE DAY UNLESS ADEQUATE STORAGE AND WATERING FACILITIES ARE AVAILABLE ON SITE 3. PROTECT ROOT BALLS BY HEELING IN WITH SAWDUST OR OTHER APPROVED MOISTURE RETAINING MATERIAL IF NOT PLANTED WITHIN 24 HOURS OF DELIVERY. 4. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALL OR DESICCATION OF LEAVES. 5. KEEP PLANTS MOIST AT ALL TIMES. COVER ALL MATERIALS DURING TRANSPORT. 6. NOTIFY OWNERS REPRESENTATIVE OF DELIVERY 72 HOURS PRIOR TO DELIVERY OF PLANT MATERIAL AT JOB SITE. 7. REMOVE REJECTED PLANT MATERIAL IMMEDIATELY FROM JOB SITE. 8. TO AVOID DAMAGE OR STRESS, DO NOT LIFT, MOVE, ADJUST TO PLUMB, OR OTHERWISE MANIPULATE PLANTS BY TRUNK OR STEMS. PART 2-PRODUCTS 2.1 PLANT MATERIALS A. GENERAL: WELL FORMED NO. 1 GRADE OR BETTER NURSERY GROWN STOCK. LISTED PLANT HEIGHTS ARE FROM TOPS OF FOOT BALLS TO NOMINAL TOPS OF PLANTS. PLANT SPREAD REFERS TO NOMINAL OUTER WIDTH OF THE PLANT NOT THE OUTER LEAF TIPS. PLANTS SHALL BE INDIVIDUALLY APPROVED BY THE OWNERS REPRESENTATIVE AND THEIR DECISION AS TO THEIR ACCEPTABILITY SHALL BE FINAL. B. QUANTITIES: THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. ANYTHING CALLED FOR ON ONE AND NOT THE OTHER IS AS BINDING AS IF SHOWN AND CALLED FOR ON BOTH. THE PLANT SCHEDULE IS AN AID TO BIDDERS ONLY. CONFIRM ALL QUANTITIES ON PLAN. C. QUANTITIES AND SIZE: PLANT MATERIALS SHALL CONFORM TO THE SIZE GIVEN ON THE PLAN AND SHALL BE HEALTHY, WELL SHAPED, FULL BRANCHED AND WELL ROOTED. SYMMETRY IS ALSO IMPERATIVE. PLANTS SHALL BE FREE FROM INSECTS, INJURY, DISEASE, BROKEN BRANCHES, DISFIGUREMENTS, INSECT EGGS AND ARE TO BE OF SPECIMEN QUALITY. D. APPROVAL: ALL PLANTS WHICH ARE FOUND UNSUITABLE IN GROWTH OR ARE UNHEALTHY, BADLY SHAPED OR UNDERSIZED WILL BE REJECTED BY THE OWNERS REPRESENTATIVE EITHER BEFORE OR AFTER PLANTING AND SHALL BE REMOVED AT THE EXPENSE OF THE LANDSCAPE CONTRACTOR AND REPLACED WITH ACCEPTABLE SPECIMENS. E. TREES SHALL BE HEALTHY, FULL BRANCHED, WELL SHAPED AND SHALL MEET THE MINIMUM REQUIREMENTS AS SPECIFIED ON THE PLANT SCHEDULE. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE IF POSSIBLE, AND WITH SIMILAR CLIMACTIC CONDITIONS. F. PRUNING: ALL PRUNING OF TREES AND SHRUBS SHALL BE EXECUTED BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, PRIOR TO FINAL ACCEPTANCE. G. PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THE PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED. USE OF LARGER PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. H. WHERE MATERIALS ARE PLANTED IN MASSES, PROVIDE PLANTS OF UNIFORM SIZE. I. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED, FIBROUS ROOT SYSTEMS, NON -POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING (3) 2" DIA. X 8' LENGTH LARGE METAL "T" POSTS TOP OF MULCH SHOULD BE, IN UNDISTURBED SOIL AT MINIMUM, 1/2" BELOW PLACE TWO ON PREVAILING WALK OR CURBING WIND SIDE OF TREE CURB OR SIDEWALK, (PAINTED BLACK) NO STEEL EDGING ALONG WALK, TYP. G„O v TIE TO STAKE WITH PLASTIC CHAIN TIES MULCH - 3" MIN. DEPTH SET TOP OF ROOT BALL 3" ABOVE FINISH GRADE. BUILD 4" HT. SAUCER AROUND PLANTING PIT WITH TOPSOIL. - FINISH GRADE 2 SHRUB PLANTING N.T.S. REF. LANDSCAPE on FOR SPACING IN SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). J. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING K. TREE TRUNKS TO BE STURDY, EXHIBIT HARDENED SYSTEMS AND VIGOROUS AND FIBROUS ROOT SYSTEMS, NOT ROOT OR POT BOUND. L. TREES WITH DAMAGED OR CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, DISFIGURING KNOTS, OR\INSECT DAMAGE WILL BE REJECTED. M. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER N. MULTI -TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. O. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. P. SOD: PROVIDE WELL -ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. 2.2 SOIL PREPARATION MATERIALS A. SANDY LOAM: 1. FRIABLE, FERTILE, DARK, LOAMY SOIL, FREE OF CLAY LUMPS, SUBSOIL, STONES AND OTHER EXTRANEOUS MATERIAL AND REASONABLY FREE OF WEEDS AND FOREIGN GRASSES. LOAM CONTAINING DALLASGRASS OR NUTGRASS SHALL BE REJECTED. 2. PHYSICAL PROPERTIES AS FOLLOWS: a. CLAY - BETWEEN 7-27% b. SILT - BETWEEN 15-25% c. SAND - LESS THAN 52% 3. ORGANIC MATTER SHALL BE 3%-10% OF TOTAL DRY WEIGHT. 4. IF REQUESTED, LANDSCAPE CONTRACTOR SHALL PROVIDE A CERTIFIED SOIL ANALYSIS CONDUCTED BY AN APPROVED SOIL TESTING LABORATORY VERIFYING THAT SANDY LOAM MEETS THE ABOVE REQUIREMENTS. B. ORGANIC MATERIAL: COMPOST WITH A MIXTURE OF 80% VEGETATIVE MATTER AND 20% ANIMAL WASTE. INGREDIENTS SHOULD BE A MIX OF COURSE AND FINE TEXTURED MATERIAL. C. PREMIXED BEDDING SOIL AS SUPPLIED BY VITAL EARTH RESOURCES, GLADEWATER, TEXAS; PROFESSIONAL BEDDING SOIL AS SUPPLIED BY LIVING EARTH TECHNOLOGY, DALLAS, TEXAS OR ACID GRO MUNICIPAL MIX AS SUPPLIED BY SOIL BUILDING SYSTEMS, DALLAS, TEXAS OR APPROVED EQUAL. D. SHARP SAND: SHARP SAND MUST BE FREE OF SEEDS, SOIL PARTICLES AND WEEDS. E. MULCH: DOUBLE SHREDDED HARDWOOD MULCH, PARTIALLY DECOMPOSED, DARK BROWN. F. ORGANIC FERTILIZER: FERTILAID, SUSTANE, OR GREEN SENSE OR EQUAL AS RECOMMENDED FOR REQUIRED APPLICATIONS. FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS. G. COMMERCIAL FERTILIZER: 10-20-10 OR SIMILAR ANALYSIS. NITROGEN SOURCE TO BE A MINIMUM 50% SLOW RELEASE ORGANIC NITROGEN (SCU OR UF) WITH A MINIMUM 8% SULFUR AND 4% IRON, PLUS MICRONUTRIENTS. H. PEAT: COMMERCIAL SPHAGNUM PEAT MOSS OR PARTIALLY DECOMPOSED SHREDDED PINE BARK OR OTHER APPROVED ORGANIC MATERIAL. 2.3 MISCELLANEOUS MATERIALS A. STEEL EDGING - SHALL BE 3/16" X 4" X 16" DARK GREEN LANDSCAPE EDGING. DURAEDGE STEEL OR APPROVED EQUAL. B. TREE STAKING - TREE STAKING SOLUTIONS OR APPROVED SUBSTITUTE; REFER TO DETAILS. C. FILTER FABRIC - MIRAFI 1405 BY MIRAFI INC. OR APPROVED SUBSTITUTE. AVAILABLE AT LONE STAR PRODUCTS, INC. (469-523-0444) D. SAND - UNIFORMLY GRADED, WASHED, CLEAN, BANK RUN SAND. E. GRAVEL: WASHED NATIVE PEA GRAVEL, GRADED 1" TO 1.5" F. DECOMPOSED GRANITE - BASE MATERIAL OF NATURAL MATERIAL MIX OF GRANITE AGGREGATE NOT TO EXCEED 1 8" IN DIAMETER COMPOSED OF VARIOUS STAGES OF DECOMPOSED EARTH BASE. G. RIVER ROCK - LOCALLY AVAILABLE NATIVE RIVER ROCK BETWEEN 2"-4" IN DIAMETER. H. PRE -EMERGENT HERBICIDES: ANY GRANULAR, NON -STAINING IER AS MULCH, HICKNESS 2" MIN. DO NOT RIER FABRIC 1/2" MAXIMUM ANTING SOIL MIX. TILL IN WITH PARTS - EXISTING SOIL, EXCLUDING LARGE CLODS AND ROCKS. UNDISTURBED SUBGRADE / NATIVE SOIL PRE -EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE -EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. PART 3 - EXECUTION 3.1 PREPARATION A. LANDSCAPE CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS AND REPORT ANY DEFICIENCIES TO THE OWNER. B. ALL PLANTING AREAS SHALL BE CONDITIONED AS FOLLOWS: 1. PREPARE NEW PLANTING BEDS BY SCRAPING AWAY EXISTING GRASS AND WEEDS AS NECESSARY. TILL EXISTING SOIL TO A DEPTH OF SIX (6") INCHES PRIOR TO PLACING COMPOST AND FERTILIZER. APPLY FERTILIZER AS PER MANUFACTURER'S RECOMMENDATIONS. ADD SIX (6") INCHES OF COMPOST AND TILL INTO A DEPTH OF SIX (6") INCHES OF SPECIFIED MULCH (SETTLED THICKNESS). 2. BACKFILL FOR TREE PITS SHALL BE AS FOLLOWS: USE EXISTING TOP SOIL ON SITE (USE IMPORTED TOPSOIL AS NEEDED) FREE FROM LARGE CLUMPS, ROCKS, DEBRIS, CALICHE, SUBSOILS, ETC., PLACED IN NINE (9") INCH LAYERS AND WATERED IN THOROUGHLY. C. GRASS AREAS: 1. BLOCKS OF SOD SHOULD BE LAID JOINT TO JOINT (STAGGERED JOINTS) AFTER FERTILIZING THE GROUND FIRST. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. THE JOINTS BETWEEN THE BLOCKS OF SOD SHOULD BE FILLED WITH TOPSOIL WHERE THEY ARE GAPED OPEN, THEN WATERED THOROUGHLY. 3.2 INSTALLATION A. MAINTENANCE OF PLANT MATERIALS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS DELIVERED TO THE SITE AND SHALL CONTINUE UNTIL ALL CONSTRUCTION HAS BEEN SATISFACTORILY ACCOMPLISHED. B. PLANT MATERIALS SHALL BE DELIVERED TO THE SITE ONLY AFTER THE BEDS ARE PREPARED AND AREAS ARE READY FOR PLANTING. ALL SHIPMENTS OF NURSERY MATERIALS SHALL BE THOROUGHLY PROTECTED FROM THE WINDS DURING TRANSIT. ALL PLANTS WHICH CANNOT BE PLANTED AT ONCE, AFTER DELIVERY TO THE SITE, SHALL BE WELL PROTECTED AGAINST THE POSSIBILITY OF DRYING BY WIND AND BALLS OF EARTH OF B & B PLANTS SHALL BE KEPT COVERED WITH SOIL OR OTHER ACCEPTABLE MATERIAL. ALL PLANTS REMAIN THE PROPERTY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE. C. POSITION THE TREES AND SHRUBS IN THEIR INTENDED LOCATION AS PER PLAN. D. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL POSITIONING OF PLANT MATERIALS. E. EXCAVATE PITS WITH VERTICAL SIDES AND HORIZONTAL BOTTOM. TREE PITS SHALL BE LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY TO BALLS OF EARTH OR ROOTS AND SHALL BE OF SUCH DEPTH THAT,WHEN PLANTED AND SETTLED, THE CROWN OF THE PLANT SHALL BEAR THE SAME RELATIONSHIP TO THE FINISH GRADE AS IT DID TO SOIL SURFACE IN ORIGINAL PLACE OF GROWTH. THE SIDES OF THE HOLE SHOULD BE ROUGH AND JAGGED, NEVER SLICK OR GLAZED. F. SHRUB AND TREE PITS SHALL BE NO LESS THAN TWENTY-FOUR (24") INCHES WIDER THAN THE LATERAL DIMENSION OF THE EARTH BALL AND SIX (6") INCHES DEEPER THAN IT'S VERTICAL DIMENSION. REMOVE AND HAUL FROM SITE ALL ROCKS AND STONES OVER THREE-QUARTER (%") INCH IN DIAMETER. PLANTS SHOULD BE THOROUGHLY MOIST BEFORE REMOVING CONTAINERS. G. PERCOLATION TEST: FILL THE HOLE WITH WATER. IF THE WATER LEVEL DOES NOT PERCOLATE WITHIN 24 HOURS, THE TREE NEEDS TO MOVE TO ANOTHER LOCATION OR HAVE DRAINAGE ADDED. INSTALL A PVC STAND PIPE PER TREE IF THE PERCOLATION TEST FAILS. H. BACKFILL ONLY WITH 5 PARTS EXISTING SOIL OR SANDY LOAM AND 1 PART BED PREPARATION. WHEN THE HOLE IS DUG IN SOLID ROCK, TOPSOIL FROM THE SAME AREA SHOULD NOT BE USED. CAREFULLY SETTLE BY WATERING TO PREVENT AIR POCKETS. REMOVE THE BURLAP FROM THE TOP Y3 OF THE BALL, AS WELL AS ALL NYLON, PLASTIC STRING AND WIRE. CONTAINER TREES WILL USUALLY BE ROOT BOUND, IF SO FOLLOW STANDARD NURSERY PRACTICE OF 'ROOT SCORING'. I. DO NOT WRAP TREES. J. DO NOT OVER PRUNE. K. REMOVE NURSERY TAGS AND STAKES FROM ALL PLANTS L. REMOVE BOTTOM OF PLANT BOXES PRIOR TO PLACING PLANTS. REMOVE SIDES AFTER PLACEMENT AND PARTIAL BACKFILLING. M. REMOVE UPPER THIRD OF BURLAP FROM BALLED AND BURLAPPED TREES AFTER PLACEMENT. N. PLACE PLANT UPRIGHT AND PLUMB IN CENTER OF HOLE. ORIENT PLANTS FOR BEST APPEARANCE. O. MULCH THE TOP OF THE BALL. DO NOT PLANT GRASS ALL THE WAY TO THE TRUNK OF THE TREE. LEAVE THE AREA ABOVE THE TOP OF 2.5' _ - MIN. i BACI"OF CUJF2B _ 2' IN I SPECIFIED BED BORDER i "lti n n r cpnrrur. MULCH BACK OF CURB (: 3 SHRUB SPACING AND PLANTING AT B.O.C. N.T.S. STEEL EDGING PLANTING AREA, REFERENCE LANDSCAPE PLAN 24' MIN. SETBACK FOR SHRUBS & GROUNDCOVERS ALONG BACK OF CURB TO ALLOW FOR CAR OVERHANG -BACK \ ' OTILL WITH PARTS EXISTINGSOIL, NMULCH PER SPECIFICATIONS s - a ENSURE PROPER DRAINAGE EXCLUDING LARGE CLODS AND ROCKS. 3/16" X 4" X 16" STEEL EDGING WITH ` fjJ� f STAKES ° ° a DECOMPOSED GRANITE / 1'-1 T a ° RIVER ROCK 6„ MIN. / UNDISTURBED SUBGRADE j.dstJ✓,�S�C i 1/2" MAXIMUM LAWN FILTER FABRIC, WRAP UP AT EDGING, TYP. - COMPACTED SUBGRADE / 12 , / 12 /.� NOTE: NO STEEL EDGING - DECOMPOSED GRANITE AND/OR MIN. ALL SIDES MIN. ALL SIDES -� TO BE INSTALLED ALONG SIDEWALKS RIVER ROCK TO BE COMPACTED TO A 3" DEPTH 1 TREE PLANTING N.T.S. 4 STEEL EDGING DETAIL N.T.S. rj DECOMPOSED GRANITE / RIVER ROCK N.T.S. AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 THE BALL AND MULCH WITH AT LEAST TWO (2") INCHES OF SPECIFIED MULCH. P. ALL PLANT BEDS AND TREES TO BE MULCHED WITH A MINIMUM SETTLED THICKNESS OF TWO (2") INCHES OVER THE ENTIRE BED OR PIT. Q. OBSTRUCTION BELOW GROUND: IN THE EVENT THAT ROCK, OR UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED IN ANY PLANT PIT EXCAVATION WORK TO BE DONE UNDER THIS SECTION, ALTERNATE LOCATIONS MAY BE SELECTED BY THE OWNER. WHERE LOCATIONS CANNOT BE CHANGED, THE OBSTRUCTIONS SHALL BE REMOVED TO A DEPTH OF NOT LESS THAN THREE (3') FEET BELOW GRADE AND NO LESS THAN SIX (6") INCHES BELOW THE BOTTOM OF BALL WHEN PLANT IS PROPERLY SET AT THE REQUIRED GRADE. THE WORK OF THIS SECTION SHALL INCLUDE THE REMOVAL FROM THE SITE OF SUCH ROCK OR UNDERGROUND OBSTRUCTIONS ENCOUNTERED AT THE COST OF THE LANDSCAPE CONTRACTOR. R. TREES AND LARGE SHRUBS SHALL BE STAKED AS SITE CONDITIONS REQUIRE. POSITION STAKES TO SECURE TREES AGAINST SEASONAL PREVAILING WINDS. S. PRUNING AND MULCHING: PRUNING SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT AND SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE FOLLOWING FINE PRUNING, CLASS I PRUNING STANDARDS PROVIDED BY THE NATIONAL ARBORIST ASSOCIATION. 1 . DEAD WOOD,SUCKERS BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. GENERAL TIPPING OF THE BRANCHES IS NOT PERMITTED. DO NOT CUT TERMINAL BRANCHES. 2. PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS. 3. IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED, ALL TREE PITS SHALL BE COVERED WITH A LAYER OF ORGANIC MATERIAL TWO (2") INCHES IN DEPTH. THIS LIMIT OF THE ORGANIC MATERIAL FOR TREES SHALL BE THE DIAMETER OF THE PLANT PIT. Q. STEEL EDGE INSTALLATION: EDGE SHALL BE ALIGNED AS INDICATED ON PLANS. STAKE OUT LIMITS OF STEEL CURBING AND OBTAIN OWNERS APPROVAL PRIOR TO INSTALLATION. 1 . ALL STEEL CURBING SHALL BE FREE OF KINKS AND ABRUPT BENDS. 2. TOP OF EDGING SHALL BEY" MAXIMUM HEIGHT ABOVE FINAL FINISHED GRADE. 3. STAKES ARE TO BE INSTALLED ON THE PLANTING BED SIDE OF THE CURBING, AS OPPOSED TO THE GRASS SIDE. 4. DO NOT INSTALL STEEL EDGING ALONG SIDEWALKS OR CURBS. 5. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE EDGING MEETS SIDEWALKS OR CURBS. 3.3 CLEANUP AND ACCEPTANCE A. CLEANUP: DURING THE WORK, THE PREMISES SHALL BE KEPT NEAT AND ORDERLY AT ALL TIMES. STORAGE AREAS FOR ALL MATERIALS SHALL BE SO ORGANIZED SO THAT THEY, TOO, ARE NEAT AND ORDERLY. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE SITE AS WORK PROGRESSES. KEEP PAVED AREAS CLEAN BY SWEEPING OR HOSING THEM AT END OF EACH WORK DAY. B. REPAIR RUTS, HOLES AND SCARES IN GROUND SURFACES. C. ENSURE THAT WORK IS COMPLETE AND PLANT MATERIALS ARE IN VIGOROUS AND HEALTHY GROWING CONDITION. D. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. E. WHEN/IF THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. F. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE -INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. END OF SECTION CASE #: ZA24-0009 CONCEPT AND SITE PLAN THOMAS M WOOD SURVEY ABSTRACT NO. 706 LOT 3, BLOCK 1 PARKWAY OFFICE CENTER & 1.423 ACRES OF THOMAS M HOOD SURVEY (UNPLATTED) N. WHITE CHAPEL BLVD. CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: BRIAN ZVONECEK (817-991-5236) 0W. IKE,S7162S0UTH ATEXAt 09 APPLICANT: JA CO06S R DGINS AIA (817-965-0763) VE ARLINGTON, TEXAS 76001 ARCHITECTURE UNDERGROUND STEVEN SCOGGINS 6406 REDSTONE DRIVE ARLINGTON, TEXAS 817-965-0763 w �E 2 m H Z 0.00 w w CO Q J ��Q�,PNDSCgpF9 R/C,S, 'Py < O ,a DATE: 04/01 /2024 REVISION: CONCEPT AND SITE PLAN SUBMITTAL LANDSCAPE SPECIFICATIONS AND DETAILS Ll 03