Loading...
Item 6C - Plans1 2 1 3 1 5 1 6 1 7 1 8 C X E F 1 NOTE: ELEA5E REFER TO SHEET A-100 FOR PROPERTY SURVEY DETAIL5 F4 ELAN - EXI5TING 51TE N 5ca1e: 1" = 20' 3 4 5 I • I I EXI5TING TRAN5FORMER RELOCATE EXI5TING DUMP5TER I I ENCL05URE (EXI5TING SCREEN WALL: 5' TALL CMU WALL.) I I I I I I I I I I I I I • I I I I I • I DEMO'D CANOPY, COLUMNS, AND I I 15LAND5 I I I • I I I I I I I I I DEMO'D CANOPY I I I I - - - - - - - - - - - - - - - - - - - - - - - - - .� Zoning Case >- W Property Name: Lot 2, T.J. Thompson NO.1502 Addition Current Tran Wealth Portfoilo Company: Bluestone Partners, LLC Number: Property Gross Acreage: 2.00 Acres (87,123 SQ.FT.) g ZA22-0010 Owner: Address: 4708 N. FM. 1417 Sherman, Texas Address: 955 Davis Blvd., Southlake, TX 76092 � m Z 75092 Preparers Drake R. Hitchcock 955 Davis Boulevard, Cityof Location:W Plan Type: Southlake, Tarrant County, TX 76092 a 3.1 Site Plan a' W a 0 0 X IL Contact: Ruby Tran Q Phone: 903.813.1415 Survey & Abstract: Thompson, Thomas J Survey; A1502 Project Name: Phone: 214-603-5772 Carnation Auto Spa IL Date of Preparation: 02/10/2011 Date: June 3, 2022 BtUESTONE PARTNERS, LLC 1 2 6 F., C A El FI ALLEN, JE5�E G SURVEY ABSTRACT 1 TRACT 6C AREA: 3.&4rCRE5 ADDRESS: 00 DAVIS E31_D. ZONING: 5P'I LAND USE: MIXED USE (STATE: VACANT LAID) OWNER: 5T NFIELD MAR W, STANFIELD'MELVA G ALLEN, J G #18 ADDITION Lot 11 R AREA : 3.35 CRE5 AD DRE55 1 00 DA VIS BLVD. ZONING: COMMUNITY SERVICE LAND USE: if HURCH OWNER: NORTHEAST BAP 15T CHURCH 0 �o m� w z r�ww oz_z 1— 3 0o PLAN LEGEND . . . . . ' NEW LANDSCAPING . ...... T GREENDRIAR DR. 56' R.O.W. ' U5E: EX15TING COMMERCIAL I NEW CONCRETE PAVING DRIVEWAY NEW STRIPING PAVEMENT: CONCRETE LLLLLLW LLWLLWLL + LL LLI BUFFERYARDS ' FIRE LANE I IBUILDING ENTRANCE/ EXIT CENTERLINE OF DRIVEWAY/ R.O.W. 'N 0 Irn 0 I w I I VJ LU Z d00O m N = n LL. 12'-6" SIDEWALK U5E REGULATION5 CARNATION AUTO SPA UPON PURCHASING THE CARWA5H FROM KRY5TAL CLEAN, WILL OPERATE THE CARWA5H MONDAY THROUGH SATURDAY 8AM-7PM AND SUNDAY 8AM-6PM. KRY5TAL CLEAN CURRENTLY OPERATES AS A FULL-5ERVICE ONLY CAR WASH AND CARNATION AUTO SPA WOULD LIKE TO CONTINUE TO OPERATE THE 51TE WITH FULL-5ERVICE A5 THE MAIN SOURCE OF BU51NE55, BUT INTENDS TO ADD EXPRESS SERVICES AS WELL 50 THE PUBLIC HAS MORE OPTIONS TO CHOOSE FROM. 51TE DATA 5 U M M ARY TOTAL EXISTING ZONING C3, 2 ACRES PROPOSED ZONING 0 LAND USE DESIGNATION INDUSTRIAL GROSS ACREAGE 2 NET ACREAGE 2 NUMBER OF PROPOSED LOTS 1 PERCENTAGE OF 51TE COVERAGE 4.96 AREA OF OPEN SPACE 82,781 5Q.FT. PERCENTAGE OF OPEN SPACE 95.02 AREA OF IMPERVIOUS COVERAGE 59,893 50.FT. PERCENTAGE OF IMPERVIOUS COVERAGE 68.75 EXISTING BUILDING AREA (FOOTPRINT IN 5Q.FT.) 4,339 SQ.FT. NUMBER OF STORIES 1 MAXIMUM BUILDING HEIGHT FIELD VERIFY EXISTING FLOOR AREA FIELD VERIFY EXISTING FLOOR AREA BY USE FULL-5ERVICE CAR WASH REQUIRED PARKING 8 PROVIDED PARKING 21 STANDARD 20 HANDICAP 1 TOTAL 21 AREA OF OUTSIDE STORAGE 312 SQ.FT. PERCENTAGE OF OUTSIDE STORAGE 0.36 START CONSTRUCTION MONTH/ YEAR JULY, 2022 END CONSTRUCTION/ YEAR SEP, 2022 I NORTH DAVIS BU51NE55 PARK NORTH DAVIS BUSINESS PARK VOL. 388-197, PG. 40 D.R.T.C.T. I VOL. 388-197, PG. 40 D.R.T.C.T. NORTH DAVIS BUSINESS PARK C LOT 2 BLOCK C LOT 3 BLOCK C LOT 4R BLOCK AREA: C ACRES I AREA:0.66 ACRES AREA: 0.85 ACRES ADDRESS: 2113 GREENBRIAR DR. ADDRESS: 2107 GREENBRIAR DR. ADDRE55: 2105 GREENBRIAR DR. ZONING:11 ZONING:11 ZONING:5F30 LAND USE: INDUSTRIAL I LAND USE: INDUSTRIAL LAND USE: INDUSTRIAL OWNER: 5AFFE PROPERTY & CASUALTY LP OWNER: WEBOCK LLC OWNER: AVARY FAMILY LTD PRTNSHP — 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — r 8' TALL MASONRY SCREEN WALL EXISTING 20' PUBLIC ACCE55 & NEW ENCLOSED VACUUM PRODUCER / W/ A SOLID METAL GATE N UTILITY EASEMENT NEW POINT 0 TALL NRY (REMAIN CLOSED ALL TIME). O SALE 5TATI0 5, SCREEN WALL('W/ METAL GATES.) RELOCATED DUMP5TER CANOPIES, & EXISTING TRANSFORMER / LOCATION �p� ISLANDS N88°4855"E 373.62�LMEA5,). cri •.� =O ��o — 16 BUILDING 5ETBAC ID - NEW FIRE LANE I— ---- ------------- -- -- -- -- -- -- -- -- -- -- e 11 _ ° - ..... 15' BUILDING N 1 �. 8 . . (EXISTING �cO O LLLL SETBACK SIDE ) 7 ( ) 13-4 CONCRETE PAVING I w .. RELOCATED HANDICAP I SIDEWALK & ° °a 1 Qi -- — — -° -- — _ rILL v STANDARD ♦ ,p 8 d 4LL m w Q }. J I PARKING � NEW STRIPING h 7 9 d ` a121 �11 O OC I 0 d NEW CONCRETE EXISTING �Q, 0 .° NEW - 'o, 1.�1% ' ° de PAVING AT NEW'*' d I W o¢ `. � �o; a II (3Q N w AND5CAPING 0' ; O,, a i�AGUId PARKING I 1 `'`'```` sY CONCRETE, y1 Z ` en . 0 0 z d PAVING EXISTING ,�g0" v J- •� -� - `a. a pa 1 Q Q I_ 4 / CONCRETE .0 o z x �.`.` I d PAVING R1� d °d tea' d° <... ° e } '.I O W w .6 1' 'BUILDING c, CAR ENTRY NEW SELF-�5ERVIC W 72'-81/4" Q I qETBACK(SIDE) R' / aVACUUwiS Z 20--011 1" 11` d �� w d ° °' STACKING o-'- • COVERED EQUIP. Z 12-6 d d } 1 DEPTH o� Q I 1 I S, w¢ NEW CURB AT VACUUM I ff n x o I STORAGE / z 1 O w - PARKING. — -- , 0 40OII I 0 �' ° . ° d .. EXI5TIN nj0 — — ° — ° d ° ° 4 ° ° � I d 9• d � � I J I LA 5CAPING \ f 24'-0" q — — — — — — — — — — — ------------ REMAIN \, 30'-On d - . ° EXISTING 20' PUBLIC ACCE55 & p - I EXISTING ti EX15TING / �� FULL 5ERVICE 4. UTILITY EASEMENT p ` `••-� CONCRETE l' �+ CAR WASH . •, g d`g° 100'-6" LL.LL.I NO PAVING `1' CAR WA5H �%111111117777111 88 °46'35" E 124.72' (MEAS.) � o, 229'-711 . I BUILDING s� o o,, ,ia I-.;�.�.�.. ��-: ILL.=� I / 51'-111/2" / �� w�47 Sj: NEW CONCRETE _ EXISTING 45' DRIVEWAY, I GROSS FLOOR AREA: ��, `' I I - 15 BUILDING ..........` .. ____ PAVING &STRIPING AT I ILLLL•wy+ .LL.I I COMMERCIAL, CONCRETE I 4,339 5Q.FT O, PARKING WALKWAY. NEW VACUUM CANOPIES. 5ETBACK(5IDE) I ....`.. PAVEMENT. cS �; U5E. CAR WASH ( NOTE: TO BE REPLACED AS NAVY BLUE FABRIC.) I— — — — — — — o STORY: 1 ;LLLL-` ; ; ;-;-;LL;- -;LLLLLL NEW NEW CANOPY DOWNLIGHTING TO COMPLY W/ MAX. HEIGHT: VERIFIED 0 <6 PARKING LIGHTING ORDINANCE NO.693, AS AMENDED EMPLOYEE WITH REGARD TO TYPE OF LIGHTING, INTENSITY, - I CAR EXIT ENTRY/Ex1T .'.`.'.'� GLARE AND SPILL OVER. ------- _ . . . . . . . . . . I`.W.`.�.LL.LL.LL.`.`.`LL`.`.`.LL.'.'.'.'.` -� EXISTING LANDSCAPING •.`.`NEWLAN09CAMRG....... ` I �..,..`. 20'-O" w ... Sti \\� �\� o w z I NEW U I �. .LLB. w EXIS ING� EMPLOYEE o THOMPSON, T J #1502 ADDITION z z I w w w LL� ON '..`.`.`. P RKING o i N ¢ - EX15TING .`. = CONCRETE �-`-` I... . \ I RA15ED LOT 2 � w .- :-;-:-*MONUMENT SIGN I BEDS . .LL.LLLLLL.LL.LL.LL.LL . '.`. , .`.`.`' pd PAVING L is) AREA. 2.00 ACRES — — } — w I I I.LL.LL'.LL.LL.I I ��o ADDRESS: 955 DAVIS BLVD. I LLLL` +LLLL.' W ZONING: C3 •`:`I o d LAND USE: INDUSTRIAL EXISTING P_ — 15' DRAINAGE EASEMENT p, CONCRETE PAVING O = 15 BUILDING OWNER: TRAN WEALTH PORTFOLIO 50'-011 - Q — j — SETBACK(SIDE) --------------------J- z—---------------------------------------------------� —°a- —d--LL e — — — — — LL.1=: LLr.LL I :LL:LL EE kYA-1 IC! `BL► E {?`. .p. -: .)LL. •5 BUFFEKI'A -D'• 'I LLLL R ........ ...... .............................. .......... ........... .. .............. ... .......... ................................... .... . . . . 0 1 � ... ...LL...LL 1 I S 88 43 57 W 498 10 MEASLU 50' BUILDING O ( ) z 5ETBACK(FRONT) THOMPSON, T J #1502 ADDITION g 1 f Elizah Mown'-- ;' LOT 5 Sri �l'/� T ___`\ Flower Mound , I AREA: 0.54 ACRES A°aI°ke\ '-j � /�`r°PhY Club � � / • .y ADDRE55: 1025 DAVIS BLVD. ZONING: C2 ® oo LAND USE: RETAIL COMMERCIAL "' is EXISTING 8' WOOD ALONG PROPERTY LINE TO RESIDENTIAL PROPERTIES TO THOMPSON, THOMAS J 5URVEY BE REPLACED BY A NEW 8' ABSTRACT 1502 SCREEN WALL (SEE DETAIL LOT 1 ON SHEET A-105). AREA: 0.96 ACRES ADDRESS: 2100 W CONTINENTAL BLVD ZONING: 5F30 °ppeii LAND USE: MEDIUM DEN5ITY RESIDENTIAL OWNER: KJ MANAGEMENT LLC Southlake I OWNER: UNKNOWN Keller 955 Davis Blvd Grapevine vnuEv anec�+ ♦ Southlake, TX 76092 . PLAN - PROP05ED 51TE "A F6 I p <' N Scale: 1 = 20' I ® Interriatlonal \ Airport Colleyville ,.Fares, Q 06 y Watauga ` CONTINENTAL BLVD. R.O.W. - = -North Mel°hYF -Rirhlard Hf;h U5E: EX15TING COMMERCIAL "` I I DRIVEWAY LOCATION MAP PAVEMENT: CONCRETE F4 N Scale: N.T.S. BtUESTONE PARTNERS, LLC 3 Zoning Case >_ W Property Name: Lot 2, T.J. Thompson NO.1502 Addition p y p Current Tran Wealth Portfoilo Company: Bluestone Partners, LLC Number: > Property Gross Acreage: 2.00 Acres (87,123 SO.FT.) ZA22-0010 0� >_ Owner: >_ Address: 4708 N. FM. 1417 Sherman, Texas Address: 955 Davis Blvd., Southlake, TX 76092 rn W W m Z 75092 Preparer: Drake R. Hitchcock 955 Davis Boulevard, City of Location: Plan Type: Southlake, Tarrant County, TX 76092 Site Plan W W a 0 O X IIL Contact: Ruby Train Q iY Phone: 903.813.1415 Survey &Abstract: Thompson, Thomas J Survey; A1502 Project Name: Phone: 214-603-5772 Carnation Auto Spa a Date of Preparation: 02/10/2011 Date: June 3, 2022 F., CI A E L- 2 3 I 4 I 5 I 6 I 7 PLAN LEGEND T • NEW LANDSCAPING I NEW CONCRETE PAVING I • � NEW STRIPING I •LL•i BUFFERYARDS • I FIRE LANE I I ' D CAR STACKED I I I I � • I � ----J------------------------------------------------------------------------------------------------------- ' I I / I I I I I I / I .— .— .— _- _- .— .— I°-8—--------♦----------------- gF------------- Q _d_;-. d . .I d °I LLI I da d d Q d �. 77. .d a dey d e 1. A. .� ..m .. a �..... e d I 4 4 d dd ° A d ° da / d I ■■1F■ °.d °da da pa pA 1, 4fa ILLLLLL 1 I NEW POINT OF 1 I / 5ALE 5TATIONS d I � I ` I CANOPIES, & ;� I / 15LAND5 • I / ----------------- I4 ----- --- --- --- LL'I ; , / Qa0 d., - e °doeda ad. d.. �•`y���LL�.l —— — — — — — — — — —-------J ��O � ♦ � � �� I ALL,. 4W LL. I `� , i ' .......... ............. ............ 4- I.:.LL.LL..I O o � � -� I O \�� \_' = D---= D =--- � _ ' � ♦ a I ILL.... Z� L Q� - ` LL� _----_----_----_--- � ��— �d— O I LL , 22-O„ ---- --- -- LL�LL. I ......... ........... 4: .I ....................... .. . ... . ..... ..... . . . ....... . . . ... ..... . ..... ..... . ... ...... . .......... .. ........ ...... . ........ .......... .... ..... ....................... u � . AMOUNT OF CARS STACKING: 14+14 = 25. al PLAN - 5TACKING DIAGRAM Zoning Case >- W Property Name: Lot 2, T.J. Thompson NO.1502 Addition p y p Current Tran Wealth Portfoilo Company: Bluestone Partners, LLC Number: > Property Gross Acreage: 2.00 Acres (87,123 SQ.FT.) ZA22-0010 0� >- Owner: >- Address: 4708 N. FM. 1417 Sherman, Texas Address: 955 Davis Blvd., Southlake, TX 76092 N W m 75092 955 Davis Boulevard, City of Location: Plan Type: Southlake, Tarrant County, TX 76092 ILL Site Plan W W a 0 O X iL Contact: Ruby Tran Q iY Phone: 903.813.1415 Survey &Abstract: Thompson, Thomas J Survey; A1502 Project Name: Phone: 214-603-5772 Carnation Auto Spa a Date of Preparation: 02/10/2011 Date: June 3, 2022 BtUESTONE PARTNERS, LLC I L 2 I_1 CI A E 1 3 I 4 I 5 I 6 I E Al CI El FI NW ELEV. - EX15T. CAR WASH BLDG. 5cale: NT5 v � Scale: NT5 5'-0" I IVTYPICAL PIER BELOW LINE POST STANDARD PANEL 5' L_ _J L_ _J THE PROPOSED WALL INFORMATION: • HEIGHT: 5'. • OVERALL LENGTH: 285'-5" (END P05T EXTERIOR FACE) • MATERIAL: 5CREENING WALL PANEL. ELEV. - PROP05E0SCREEN WALL (TYP. Scale: NT5 � END POST .SCHEDULE40 ICRETE FILLED 1PPORT- AT EACH T 3 nr��nin �n�innv Scale: NT5 Scale: NT5 B6 NEW CANOPY FABRIC - NAVY BLUE Scale: NT5 RENDERING - NEW VACUUM CANOPIES 5cale: NT5 Zoning Case >- W Property Name: Lot 2, T.J. Thompson NO.1502 Addition p y p Current Tran Wealth Portfoilo Company: Bluestone Partners, LLC Number: > Property Gross Acreage: 2.00 Acres (87,123 SQ.FT.) ZA22-0010 13� >- Owner: >- Address: 4708 N. FM. 1417 Sherman, Texas Address: 955 Davis Blvd., Southlake, TX 76092 N W m 75092 955 Davis Boulevard, City of Location: Plan Type: Southlake, Tarrant County, TX 76092 iL Site Plan W W a 0 O X Ill Contact: Ruby Tran Q iY Phone: 903.813.1415 Survey &Abstract: Thompson, Thomas J Survey; A1502 Project Name: Phone: 214-603-5772 Carnation Auto Spa IL Date of Preparation: 02/10/2011 Date: June 3, 2022 BtUESTONE PARTNERS, LLC 3 1 4 1 5 M I LANDSCAPING AREA AREA 5QFT PERCENTAGE TOTAL SITE AREA 87,123 5QFT 100 PROPOSED LANDSCAPING AREA 2,739 5QFT 3.1 EXISTING LANDSCAPING AREA 26,145 5QFT 30.0 NEW INTERIOR LANDSCAPE 2,721 5QFT 3.1 TOTAL BUFFERYARD AREA 7,538 8.7 EXISTING LANDSCAPING WITHIN BUFFERYARD 7,520 5QFT 12.6 PROPOSED LANDSCAPING WITHIN BUFFERYARD 18 5QFT 0.02 PLAN - LANDSCAPE PLANT 5CHEDULE TREE5 PLANT TYPE 51ZE NOTES QTY. EXISTING TREES TBD TM) PROPOSED TEXA5 RED OAK 2" CAL 15 5HRU5 PLANT TYPE 51ZE NOTES QTY. EXISTING SCREENING 5HRUB - YAUPON HOLLY TBD TBD 5HRU13 - ELAEAGNUS 3'-0" 13 COVER PLANT TYPE 51ZE PERCENT OF PROPERTY TOTAL PERCENT OF PROP. GRASS COVER - 2,721 5QFT 3.1% BERMUDA GRA55 33.1 % EXISTING GRA55 COVER 26,145 5QFT 30.0% PEAR TO BE REMOVED (1) • .` • 10' BUFFERYARD ] % --��- w Q ° �wwwwwwwwwwwwww°ww°w�lwl.w� WwywWwWwWwWwWwwwwwWwwwWwWwwwwWwwwwwwwwwwwwwwwwwwwwwwwwww�ww lww�: wwwwwwwwwwwwwwwwwwwWwwwwwWywwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww �wwl�: �=� wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwWywwwwwwwwwwwwwww�wwf=:�.����LL� wwwwww�wwwwwwwwwwwwwwwwwwwwwww�w�� ..� wwWwwWwwwwwwwwwwwwwwwwwwwwwwww�wR�� w.� w w w w w w w W w w w w w w w w w w w w w w W w w w w w W w w w w w W w w w w w w w w w w w w w w w w w w W w w w w w wl w wsw ��w ti W W w W w W w w w w w w w w w w w w w w y w w w w w �, w w w w w w w w w w w W w W w W w W w W w W w W w W W W w W w W w Wlw w w14�w w ,e wwwwwwwwwwwwWwwwww�wwwww�wwwWwwwwwww�,Ww�:=:WSW a wwwwwwwwwwwwwwww .WI wWwWwWwWwWwWwWwWwWwWwWwWWWWwWwWWWWWWWWWWWWWWwWWWwWwWWWWWWWW�W=�==��= wwwwwwwwwyww w,:..�..�.w.. wwWwwwwwWwwwwwwwwwwwwwwWwwwwwwwwwWwwwwwWwwwwwwwwwwwwwwwwwww� w�-�=� :LLB wwwwwWwwwwwwwwwwwwwwwywwwwwwwWwwwwwwywwwwwwwwwwwwwwwwwwwwwwt WWwWWWwWWWyWWWwwWwWWWwywWWWwWwWWWwWwWWWWyWWyWWWWWyWWWWWWWWWwiw �4�-� CEDAR ELM TO BE REMOVED (1) 2" PROP05ED RED OAK (6) Zoning Case >- W Property Name: Lot 2, T.J. Thompson NO.1502 Addition p y p Current Tran Wealth Portfoilo Company: Bluestone Partners, LLC Number: > Property Gross Acreage: 2.00 Acres (87,123 SQ.FT.) ZA22-0010 W D >- Owner: >- Address: 4708 N. FM. 1417 Sherman, Texas Address: 955 Davis Blvd., Southlake, TX 76092 N � � W W m Z 75092 Preparers Drake R. Hitchcock 955 Davis Boulevard, City of Location: y Plan Type: Southlake, Tarrant County, TX 76092 Site Plan W W a 0 O IX a Contact: Ruby Tran Q Phone: 903.813.1415 Survey &Abstract: Thompson, Thomas J Survey; A1502 Project Name: Phone: 214-603-5772 Carnation Auto Spa a Date of Preparation: 02/10/2011 Date: June 3, 2022 2" PROP05ED RED OAK (2) BLUESTONE PARTNERS, LLC I I i- A E Z v F 1 ------------------ - --------------------------------------------!--------------------------------------- -- 7 I I I I � 129 130 / I �. _ . — .I T 128 Q — — -- — — — ---- °a — — — — — — — — ----------------- -- ---I-� 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. - - - - - - - - - I TRENCHING: ALL TRENCHING SHALL BE DESIGNED TO AVOID TRENCHING 127 ACROSS CRITICAL ROOT ZONES OF ANY PROTECTED TREE. THE PLACEMENT �< I I OF UNDERGROUND UTILITY LINES SUCH AS ELECTRIC, PHONE, GAS, ETC., IS ENCOURAGED TO BE LOCATED OUTSIDE THE CRITICAL ROOT ZONE. 126 a ° r ` TRENCHING FOR IRRIGATION SYSTEMS SHALL BE PLACED OUTSIDE THE a I CRITICAL ROOT ZONE EXCEPT THE MINIMUM REQUIRED SINGLE HEAD SUPPLY s I 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 I . ` ) (AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4) FEET ABOVE GRADE. ° I ITREES TO REMAIN: ALL TREES TO REMAIN AS NOTED ON DRAWINGS SHALL 4 41 I ❑ ° I I` - (HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE 111111110. 1PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. �{ I I L EXISTING TREES NOTED TO REMAIN SHALL BE PROTECTED DURING a ° < ° ° ,, CONSTRUCTION FROM DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE OF TREE. ,!� - -`— o-- -- --�— y4 I ° a �I I UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF 125 a I ° ° m AUTHORIZED REPRESENTATIVE. OUT THE PRIOR APPROVAL BY THE OWNER'S a 44 _ _ _ PROHIBITED ACTIVITIES IN CRITICAL ROOT ZONE: _ I THE FOLLOWING ACTIVITIES ARE PROHIBITED IN THE AREAS NOTED AS THE .� CRITICAL ROOT ZONE. • I ° I 1' `-` .LL I MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION, OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION, TREE CONSERVATION PLAN Scale: 1"=20'4' 1TREE PROTECTION FENCING N.T.S. i i i i i i i ------------ SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. }`• ` ` ' ') I 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 I— �'-- LIMITATION: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR ❑ I I MATERIALS. TREE ATTACHMENTS: NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY ❑ I �'. .-__ I PROTECTED TREE. VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION, EQUIPMENT, II` I OPARKING TAKE PLACE WITHIN LIMITS CRITICAL ROOT ZONE OF ANY PROTECTED DTR E OTHER THAN ON STREET PAVEMENT. GRADECSHALL EHPRESERVED MUM AITIN TURAL GR DE. ANY FINEOF 75% OFTHE DRIP INE AND ROOTZONE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH I I I LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF 124 �.`.� I �.`.`.. .� I THE TREES. PROCEDURES REQUIRED PRIOR TO CONSTRUCTION: 123 I I PROTECTIVE FENCING: PRIOR TO CONSTRUCTION THE CONTRACTOR OR 119 , 116 122 I I ".'.`_ I SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED \ 114 ♦ 1 TREE ON A CONSTRUCTION SITE, A PROTECTIVE FENCING WHICH ENCIRCLES 102 - 104 1 110 115 117 TIT `• `- - ` I THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE TREE TO PROTECT 1 LO 1 01 105 106 107 F- 1 13 a I L.LL.'.LL.y. I FROM CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN -- ---- — — — — — — — AND REMAIN IN PLACE ----�--------�---�--- --- — I — �— i_--- — _ —a _-----------------------------� LL - I PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK A — — — — — �- — — — — � - --- --- UNTIL ALL EXTERIOR WORK HAS BEEN COMPLETED. EXISTING TREE NO ENTRY SIGNAGE ORANGE VINYL OR CHAIN LINK FENCE TO REMAIN DURING CONSTRUCTION METAL T-POST 2'-3' IN GROUND NO GRADING SHALL OCCUR WITHIN LIMITS OF DRIPLINE .._. - -�-1.21-`-`-'-'-'.'.'.'.`.'.`-'.`.'- .'.`.'.`.`.`.'.`.'-'-'-''--'`-'-'-`--''-'-''-`'-`'- -'`- I .... .. BARK PROTECTION: IN SITUATIONS WHERE A PROTECTED TREE REMAINS IN I 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 I ACTIVITY THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE PROTECTED TREE 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 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. BORING AND TUNNELING N.T.S. GRAPHIC SCALE 0 20 40 FEET N Scale 1 "=20' - 0" 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. BARK PROTECTION N.T.S. 118 " 120 NO. CALIPER TREE SPECIES REMAIN/REMOVE NOTES 100 12 Yaupon Holly Remain Multi Trunk (3",3",3",3") 101 21 Live Oak Remain 102 21 Bradford Pear Remain 103 8 Yaupon Holly Remain Multi Trunk (3",3",2") 104 18 Yaupon Holly Remain Multi Trunk (4", 4", 3",3",2",2") 105 11 Elm Remain 106 23 Lace Bark Elm Remain Multi Trunk (8", 8", 7") 107 15 Yaupon Holly Remain Multi Trunk (3", 3", 3",2",2",2") 108 10 Elm Remain 109 7 Yaupon Holly Remain Multi Trunk (3",2",2") 110 6 Yaupon Holly Remain Multi Trunk (2",2",2") 111 17 Lace Bark Elm Remain Multi Trunk (7", 6", 4") 112 19 Bradford Pear Remain 113 6 Yaupon Holly Remain Multi Trunk (2",2",2") 114 26 Lace Bark Elm Remain Multi Trunk (8", 7", 6", 5") 115 4 Yaupon Holly Remain Multi Trunk (1",1",1",1") 116 2 Yaupon Holly Remain 117 7 Elm Remain 118 4 Yaupon Holly Remain Multi Trunk (2",1",1") 119 10 Bradford Pear To Be Removed 120 4 Yaupon Holly Remain Multi Trunk (2",1",1") 121 8 Elm Remain 122 8 Elm To Be Removed 123 21 Live Oak To Be Removed Multi Trunk (12",9") 124 8 Yaupon Holly Remain Multi Trunk (4",4") 125 20 Live Oak Remain 126 19 Bradford Pear Remain 127 21 Bradford Pear Remain 128 19 Bradford Pear To Be Removed 129 12 Tree of Heaven Remain Decline, Vine Invasion 130 16 Tree of Heaven Remain Decline, Vine Invasion TOTAL ON SITE 403 TOTAL TO BE REMOVED 58 BY ENCLOSING THE ENTIRE CIRCUMFERENCE OF THE TREE WITH 2"X4" LUMBER I 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. ITREE PRESERVATION LEGEND I LTREE TO BE REMOVED Fes' TREE TO REMAIN TREE PRESERVATION FENCING "TREES SHALL BE PLANTED FOR MITIGATION PURPOSES FOR THE 39" TREES TO BE REMOVED. OWNER MAY PLANT TREES ON SITE OR PAY INTO CITY TREE FUND FOR THE ADEQUATE AMOUNT OF TREES TO EQUAL THE 39". Zoning Case >- W Property Name: Lot 2, T.J. Thompson NO.1502 Addition Current Tran Wealth Portfoilo Company: Bluestone Partners, LLC Number: > Property Gross Acreage: 2.00 Acres (87,123 SO.FT.) ZA22-0010 w Owner: Address: 4708 N. FM. 1417 Sherman, Texas Address: 955 Davis Blvd., Southlake, TX 76092 N � W m Z 75092 Preparers Drake R. Hitchcock 955 Davis Boulevard, City of Location: y Plan Type: Southlake, Tarrant County, TX 76092 Site Plan W a 0 O W 0- Contact: Ruby Tran Q Phone: 903.813.1415 Survey &Abstract: Thompson, Thomas J Survey; A1502 Project Name: Phone: 214-603-5772 Carnation Auto Spa a- Date of Preparation: 02/10/2011 Date: June 3, 2022 BtUESTONE _ PARTNERS, LLC - 1 5'-0" 5'-0" 5'-0" 5'-0" TYPICAL PIER BELOW LINE POST STANDARD PANEL I I I I L--1--J L--1--J ELEVATION - 6'-0" AND 8'-0" SCREENING WALL AND PIERS ELEVATION - CAP 56-1 /2" TOP VIEW - CAP --- --------------- V M M CHISELCRETE PANEL CAP CHISELCRETE STANDARD PANEL 1-#3x4'-4" BAR 1/2"x1 3/4" GROOVE CHISELCRETE CAP - SECTION 1/2"x1 3/4" TONGUE 10"x4'-6" SHEET OF GALVANIZED 6x6-W2. 1 xW2.1 WELDED WIRE FABRIC ' 1/4"x1 3/4" GROOVE CHISELCRETE PANEL - SECTION END POST . SCHEDULE 40 JCRETE FILLED JPPORT - AT EACH T a 1 1/4" CLEAR TYP END POST J U c0 f co J io t J u w w W ` •I•. J U `'' 16" DIA. PANEL CAP 5"x5"x10'-0" PRECAST CONCRETE POST 243 TIES AT TOP OF PIER 18" MINIMUM POST EMBEDMENT #3 TIES AT 18" O.C. 443 CONTINUOUS VERTICAL BARS POST ABOVE 16" DIAMETER PIER 443 CONTINUOUS VERTICAL BARS #3 TIES AT 18" O.C. WITH 2 ADDITIONAL TIES AT TOP OF PIER PLAN VIEW SECTION - 6'-0" SCREENING WALL AND PIER CORNER POST WIRE TIES - TYPICAL 1 3/4"x1 1/4" GROOVE TYPICAL 244 VERTICAL BARS (ONE EACH FACE) AT 6'-0" SCREEN WALLS LINE POST SECTION - 6'-0" SCREENING WALL POST w 1 1/4" CLEAR TYP END POST CORNER POST 0 Eo J U c0 ro , J I�••J 00 io in u w w .I•. W p U "' 16" DIA. PANEL CAP 5"x5"x10'-0" PRECAST CONCRETE POST 243 TIES AT TOP OF PIER 18" MINIMUM POST EMBEDMENT #3 TIES AT 18" O.C. 443 CONTINUOUS VERTICAL BARS POST ABOVE 16" DIAMETER PIER 443 CONTINUOUS VERTICAL BARS #3 TIES AT 18" O.C. WITH 2 ADDITIONAL TIES AT TOP OF PIER PLAN VIEW SECTION - 8'-0" SCREENING WALL AND PIER WIRE TIES - TYPICAL 1 3/4"x1 1/4" GROOVE TYPICAL 245 VERTICAL BARS (ONE EACH FACE) AT 8'-0" SCREEN WALLS LINE POST SECTION - 8'-0" SCREENING WALL POST SCREENING WALL PANEL 4"x12" CAST -IN -PLACE CONCRETE — MOW STRIP CENTERED ON BENEATH FENCE, REINFORCED WITH TWO #3 CONTINUOUS BARS AND #3x8" HORIZONTAL BARS AT 16" O.C. SECTION - OPTIONAL MOW STRIP GENERAL NOTES STRUCTURAL CONCRETE NOTES REINFORCING STEEL NOTES 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE PROVISIONS OF THE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST 1. ALL DETAILING OF STEEL REINFORCEMENT AND ACCESSORIES SHALL 2015 INTERNATIONAL BUILDING CODE. EDITION OF ACI 301 AND ACI 318. ALL CONCRETE SHALL BE LABORATORY CONFORM TO ACI COMMITTEE 315 PUBLICATION SP-66, "ACI DETAILING DESIGNED AND CONTROLLED. MANUAL." 2. PRECAST POSTS, PANELS, AND PANEL CAPS SHALL BE INTEGRALLY COLORED. COLOR SHALL BE APPROVED BY THE ON -SITE OWNER, PRIOR TO 2. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE SAND AND GRAVEL OR 2. DEFORMED BAR REINFORCEMENT SHALL BE IN CONFORMANCE WITH ASTM FABRICATION. CRUSHED STONE COARSE AGGREGATES AND CORRESPONDING A615, GRADE 60. TWENTY-EIGHT (28) DAY COMPRESSIVE STRENGTH AS FOLLOWS: 3. SPLICES WITHIN CONTINUOUS REINFORCING SHALL BE A MINIMUM OF FOUNDATION NOTES PRECAST PANELS, PANEL CAPS, AND POSTS 5,000 PSI THIRTY (30) BAR DIAMETERS. ALL CAST -IN -PLACE CONCRETE, U.N.O. 3,000 PSI 1. THE FOUNDATION DESIGN IS BASED ON THE PROJECT GEOTECHNICAL 4. WELDED WIRE FABRIC SHALL BE ELECTRICALLY WELDED, COLD -DRAWN REPORT PREPARED BY (PROJECT NO. ) 3. ALL CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE PROVIDING WIRE IN CONFORMANCE WITH ASTM A185, GRADE 65. WELDED WIRE FABRIC DATED THREE (3) TO SIX (6) PERCENT AIR BY VOLUME. SHALL BE PLACED IN FLAT SHEETS ONLY. 2. THE FOUNDATION SHALL CONSIST OF AUGER -EXCAVATED, STRAIGHT 4. CONCRETE PROTECTION FOR STEEL REINFORCEMENT SHALL BE AS 5. LAP WELDED WIRE FABRIC AT LEAST 1 1/2 SQUARES PLUS WIRE END SHAFT REINFORCED CONCRETE PIERS. REFER TO TYPICAL PIER DETAIL FOLLOWS (SEE ACI 318, SECTION 7.7 FOR CONDITIONS NOT INDICATED): EXTENSIONS BUT NOT LESS THAN TWELVE (12) INCHES, UNLESS NOTED FOR BEARING DEPTH. OTHERWISE. EXTEND MESH ACROSS SUPPORTING BEAMS AND WALLS. ALL CONCRETE PLACED AGAINST SOIL 3" FORMED FOUNDATION CONCRETE 1" 6. ALL WELDED WIRE FABRIC SHALL BE 4x12-D4/D4 HAVING THREE (3) PRECAST PANELS EXPOSED TO WEATHER 3/4" HORIZONTAL BARS AND FIVE (5) VERTICAL BARS. PRECAST POSTS EXPOSED TO WEATHER 1 1/4" U � �� U- = E E 0 �o Ln L_ a-J M :3 U _ X (1)N+ Ln = a--� M ) � \ N Lu � p N 1..1� a) M ri d z o O � N I� O N � LLr) N O U 'a LL_ O r ^ V J � Ln U ro O Ln c� Oa � u �x"o a- ���Y U 0) Q O N Q N O O� Z Ln 6- 6- 0 W U \ �-^+ V cz U � � V ) O � � N U .� p U Vi cz U n DATE: PROJECT NUMBER: DRAWINGS ISSUED FOR: MARKETING SHEET NUMBER Simi STRUCTURAL FENCE DETAILS COPYRIGHT © 2018 —tv • ` 7; P _ ; 'I t — rt _ P i ✓ '"� -3? � 'ter '� ' Y tj r • „,r.t '�—r�`Y +iS J� •+R vim r, �`'Pa fy�7'" ' y �o+". F Jt•'' ` r 9�a'�v r` Ads Jiro- -00 sew: 42 �.l��r. r.'• *�� 1 '�A*J`r' � f ���f�t_Y�(,,Y7v Ir _,.� ��9f .. .. r. " .h. ''�44 t 4 � S i'. •r_ � it SIT ,� !f'44 � F R ' .Jvl�`dys �f ti r�1j ' K,#(,n. * fg. , -1 r�rf� �� }�'� � .gyp► �� °'' 't ��i . �'� at � _, rU' 1 Stack -Crete -Stone