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Item 6A - Plans26' COMMON ACCESS EASEMENT VOL. A, PG. 7066 I TRANSFORMERS ON CONC PAD oN �F�tic I tiT n 9' I I , L�' � EXIST EXIST DRIVE CONC PVMT I I LOT 9, BLOCK A SOUTHLAKE BANK PLACE VOL. A, PG. 4546 ZONED: "C-3" LUD. MIXED USE N56'20'15"E 356.70' L D�CA E UFF PEA 15' SETBACK LINE_ 9' -i IT T---- T_ NORTHWEST HWY SOOTH B� tr��KF W WALL ST s COLLEGE ST S, \ J � Q U W � � z o IRA E. WDS AVE LOCATION MAP I N.T.S. I EXIST ' COMMON ACCESS I EXIST EXIST EXIST 24' CONC 24EASEMENT N \ CONC IN (EXIST LIGHT POLE FIRE LANE 91 go PVMTVOL. A, PG. 7036 PVMT DRIVE EXIST CONC ALK �LJI '20 EXIST CONC PVMT 15' UTILITY EASEMENT VOL. A, PG. 7066 EXIST 8' HT MASONRY DUMPSTER a Li TO) ENCLOSURE W/SOLID Q • 0 METAL GATES OD J EXIST - LOT 10, BLOCK A SOUTHLAKE BANK PLACE (D N CONC FLUME VOL. A, PG. 4546 I L - ZONED: ' C-3" I 8' 24' LUD. MIXED USE Q - EXIST Mm _ CONC w PVMT _ zl Y - m - CAB M FLU E sic w EXIST - U) CONC OI FLUME - 26' COMMON EXIST ACCESS EASEMENT CONC VOL. A, PG. 7066 PVMT EXIST EX� CONC FH PVMT 18.Q ' I L_ _'_ L91 30, B \ \ 1.-0 0 T A A�FTe�c C�' 2 �r �26�• Fq 2�2 �iN� 01 TRANSFORMER II ON CONC PAE FF77 18' 1 18' . 24' LOT 7R, BLOCK A SOUTHLAKE BANK PLACE 1t VOL.wA -7066 r. EXIST RESTAURANT BUILDING • 1� PROPOSED BUILDING J •� w� 5,960 SF co EXIST 11 FLUME (FFIMGE)� 14'-0---ETBACK LIN ME, w GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. I } 3 w i-I W `° ®GRATE cm INLET N X cqs <� o w z s APPROXIMATELY 230' TO CENTERLINE OF ROAD PER PLAT RECORDED IN VOL. A, PG. 7066 �Q Q 04 N �W oa 0 Z � Y U 3a S LINE SIGN Z Q 11.— RIGHT T RN ONLY S N c�n/� = V/ W m Q� Q 0 > ZONE 1 SIGN �r�//�� (n O Q Z ._, EXIST IRRIG Izz METER (� _01 z J Y (Q U � �7� m EXIST DOM METER x c� zQ o 0 >> 00 00 m N o N EXIST DOM METER "FFER_ rTYP '-A♦� • • • - • I INLET VO� T< 79S6T EXIST LOT 6R, BLOCK A CONC PVNC MT SOUTHLAKE BANK PLACE PVMT VOL. A, PG. 4546 �MFti� ZONED: C-3" LUD. MIXED USE EXIST I EXIST CONC DRIVE PVMT to COMMON ACCESS EASEMENT I\VOL. A, PG. 7066 I \ I \ LLI I \ I \ z Ir­rn \ J I z W \ \ \ Y CO W / \ 30' BUILDING SETBACK LINE CID / cX VOL. A, PG. 7066 m o w \TY \ w� �Z ciTy� 0" \ I ao //`/O OAc - SO U :-_i 00 \O 0) v,1 0In0> v �o L z z ENGINEER/APPUCANT \ \ VASQUEZ ENGINEERING, LLC JUAN J. VASQUEZ, P.E. 1919 S. SHILOH ROAD \ \ \ \ SUITE 440, LB 44 GARLAND, TEXAS 75042 \ \ 972-278-2948 TELE 0 M Q O; -H o 0 N X w z LEGEND EXISTING PROPOSED PROPERTY LINE PAVEMENT EX 12"W — W WATER LINE EX 6"SS — S SANITARY SEWER GAS GAS E ELECTRIC T TELEPHONE \ SAN SEWER MANHOLE O SAN SEWER CLEAN -OUT CO FIRE HYDRANT ® WATER METER O GAS METER wV M WATER VALVE FDC FDC 0_* PARKING LIGHT POLE SIDEWALK LIGHT POLE ® TRANSFORMER OV VAULT - — — — — — - LDN DFW AIRPORT OVERLAY ZONE \5 PARKING COUNT \5 HANDICAP STALL PARKING SIGN ❑® OR ® GRATE INLET CONC WALK BUFFER YARD AREA INTERIOR LANDSCAPE AREA SITE SUMMARY TABLE -Lot 711 Site Address 3313 E. HIGHWAY 114 County TARRANT Project Name WELL BILLION PLACE Zoning District C-3 Existing Land use RESTAURANT Proposed Land use RETAIL/RESTAURANT Site Area: 2.20 Acres 95,832 S.F. Existing Building Area 7,170 S.F. Proposed Building Area 5,960 S.F. Lot Coverage: 13,130 / 95,832 = 13.70-. Floor Area Ratio: 13,130 S.F. / 95,832 = 0.13:7 Parking Required: 1 SPC/100 SF (REST) 1 SPC/200 SF (RETAIL) EXISTING REST. 7,170 SF/100 = 72 SPACES EXISTING PATIO 504 SF/100 = 5 SPACES PROP REST 2,100 SF/100 = 21 SPACES PROP PATIO 700 SF/100 = 7 SPACES PROP RETAIL 3,860 SF/200 = 35 SPACES TOTAL REQUIRED = 125 SPACES Parking Provided: REGULAR = 125 SPACES HANDICAP = 7 SPACES TOTAL PROVIDED = 132 SPACES Existing Impervious Area: 62,553 S.F. Proposed Impervious Area: 8,047 S.F. Total Impervious Area: 70,600 S.F. Impervious Area Percent: 73.67% Max Impervious Area (75%): 71,874 S.F. Area of Open Space: 25,232 S.F. Open Space Percent: 26.33% *PER APPROVED SITE PLAN - MUGHLAI RESTAURANT -AWNINGS: DATED 6/26/17 & APPROVED SITE DEVELOPMENT PLANS FOR RED LOBSTER: DATED 11/06/01 NOTES 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. 2. NO PROPOSED OUTDOOR STORAGE AREAS. Q 't N 't 00 "t (0 Q ry --� = m U-) N N J0 r`�— U' J M N LL *k Z _ U) (D X I ti ie U) _ CF) O W 0C _i� M W CU U) or)c13 .. W F- N W a U) w d Uj O Z z �m0 04 zN� �E of T� Ooco U=w� zF � as co', �I *: J 'v SQUEZ .......�. 0 < 3:: 0 %j. 52 F- a o w w /CENSE�..G�� O S/CNAL E� D F- U J J LLI z 0 M 0 LLI 0 C9 I` 00LU— J J LUzzlYO >OQQU LU — 0 J LL 120 N LL ._J M ._J LU SITE PLAN WELL BILLION PLACE SOUTHLAKE BANK PLACE ADDITION BLOCK A. LOT 7R 2.202 ACRES OWNER TH OM AS EASTER SURVEY, WELL BILLION HOLDINGS, LLC ABSTRACT NO. 474 IAN PENG 13275 MARBELLA DRIVE CITY OF SOUTHLAKE, FRCO75035 678I 431�-7147 TELE TARRANT COUNTY, TEXAS ian®bionewusa.com SEPTEMBER 30, 2024 ZA24-0036 z� O Q LLI 0 X LU J�QLLI Q a- z OUQ J O J Q J Q a_ I- J CO U z 0 07 LLI � 00 O :� OU 3 a >Q>Q 0 z W o 0 N 2 U 0 o �, o O CU SHEET spi 2 3 5 0 7 0 10 r.r. tL. 11 12 13 14 x L K J F E 0 ■ FRONT ELEVATION SCALE: 1 /499 1 9-0" 2 4 5 6 7 8 9 10 EL. 25-2" EXTERIOR FINISH LEGEND TR-01 WOOD TRIM SIZE: 1" X 6" COLOR: SNOWBOUND (SW#7004) MS-01 ADHERED MASONRY STONE VENEER BOD: ENDICOTT THINSET BRICK SIZE: 1"THICK MODULAR-7-5/8" X 2-1/4" COLOR: VC7 STC-01 3-STEP PROCESS OVER DIAMOND METAL LATH MESH TO 7/8" COAT PORTLAND CEMENT PLASTER (COLOR: SW#0053 "PORCELAIN") S F-01 STOREFRONT MULLIONS COLOR: CLEAR ANODIZED RE: SCHEDULES, DOOR TYPES, AND DETAILS FOR GLAZING TYPE GENERAL NOTES - ELEVATIONS 1. PROVIDE ON SITE STAND ALONE MOCK-UP. ALL FINISHES TO BE ERECTED ON MOCK-UP FOR REVIEW AND APPROVAL BY ARCHITECT AND OWNER PRIOR TO ORDERING. 2. PAINT ALL ELECTRICAL PANELS, GAS MINIFOLDS, OTHER BUILDING MOUNTED COMPONENTS NOT OTHERWISE SPECIFIED TO MATCH ADJACENT SURFACES. 3. RE: A5.11 FOR WINDOW TYPES, GLASS TYPES, DOOR TYPES, ETC. 4. PROVIDE 3 COAT PORTLAND CEMENT PLASTER CONTROL JOINT PER MFR RECOMMENDATIONS 5. ALL PERMANENT EXTERIOR LIGHTING SHALL BE NON -FLASHING AND SHIELDED SUCH THAT THE LIGHT SOURCES IS NOT VISIBLE FROM THE PUBLIC RIGHT-OF-WAY OR ADJACENT RESIDENTIAL USES AT THE PROPERTY LINE. WALL PACK LIGHTING AND OTHER LIGHTING THAT DIRECTS THE LIGHT IN A HORIZONTAL DIRECTION WITHOUT AN ADEQUATE SHIELD IS NOT PERMITTED IF THERE ARE STREETS OR RESIDENTIAL USES IN THE DIRECTION OF THE LIGHT. 6. PROVIDE RECESSED KNOX BOXES AS REQUIRED BY AHJ. 7. PROVIDE RISER ROOM SIGNAGE AS REQUIRED BY AHJ. 8. PROVIDE BUILDING ADDRESS SIGNAGE AS REQUIRED BY AHJ. 9. ALL SITE UTILITY LINES ARE PROPOSED TO BE LOCATED UNDERGROUND 10. WINDOWS SHALL HAVE A MAXIMUM EXTERIOR REFLECTIVITY OF TWENTY (20%) PERCENT 12 13 14 Per city comments 2024-9-26 City Review 2024-8-24 J.C. HSU ARCHITECT 214-727-3227 jc@JCHarchitect.com 1206 Apollo Rd. #851191, Richardson, TX 75085 Engineer Project WELL BILLION PLACE 3313 E. State Hwy. 114, Southlake, TX 76092 Drawing Title Elevations D ARc Ghuah y/� �IV hs+ cc G co nr " C2024/8/� Copyright @2022 by J.C. HSU Architect Drawn I Checked Project No. A2024002 Date 2024/1/2 Drawinq A2.1 L J F E C 14 ■ A /'\ Is 12 13 EXTERIOR FINISH LEGEND TR-01 WOOD TRIM SIZE: 1" X 6" COLOR: SNOWBOUND (SW#7004) M S-01 ADHERED MASONRY STONE VENEER BOD: ENDICOTT THINSET BRICK SIZE: 1"THICK MODULAR-7-5/8" X 2-1/4" COLOR: VC7 STC-01 3-STEP PROCESS OVER DIAMOND METAL LATH MESH TO 7/8" COAT PORTLAND CEMENT PLASTER (COLOR: SW#0053 "PORCELAIN") SF-01 STOREFRONT MULLIONS COLOR: CLEAR ANODIZED RE: SCHEDULES, DOOR TYPES, AND DETAILS FOR GLAZING TYPE x L 21 J a If EL. 25-2" T.O. ROOF RIDGE E GENERAL NOTES - ELEVATIONS 1. PROVIDE ON SITE STAND ALONE MOCK-UP. ALL FINISHES TO BE ERECTED ON MOCK-UP FOR REVIEW AND APPROVAL BY ARCHITECT AND OWNER PRIOR TO ORDERING. 2. PAINT ALL ELECTRICAL PANELS, GAS MINIFOLDS, OTHER BUILDING MOUNTED E COMPONENTS NOT OTHERWISE SPECIFIED TO MATCH ADJACENT SURFACES. Al Per city comments 2024-9-26 3. RE: A5.11 FOR WINDOW TYPES, GLASS o city Review 2024-8-24 - EL.-14= 0- — — — — TYPES, DOOR TYPES, ETC. T.O. PLATE 4. PROVIDE 3 COAT PORTLAND CEMENT 1 PLASTER CONTROL JOINT PER MFR RECOMMENDATIONS J.C. HSU ARCHITECT D - - - EL.-10'- 0" — — — — 5. ALL PERMANENT EXTERIOR LIGHTING SHALL 214-727-3227 T.O. STOREFRONT BE NON -FLASHING AND SHIELDED SUCH jc@JCHarchitect.com THAT THE LIGHT SOURCES IS NOT VISIBLE 1206 Apollo Rd. #851191, Richardson, TX 75085 FROM THE PUBLIC RIGHT-OF-WAY OR Engineer ADJACENT RESIDENTIAL USES AT THE PROPERTY LINE. WALL PACK LIGHTING AND OTHER LIGHTING THAT DIRECTS THE LIGHT IN A HORIZONTAL DIRECTION WITHOUT AN C ADEQUATE SHIELD IS NOT PERMITTED IF THERE ARE STREETS OR RESIDENTIAL USES Project IN THE DIRECTION OF THE LIGHT. EL. 0'-0" 6. PROVIDE RECESSED KNOX BOXES AS WELL BILLION PLACE F.F. EL. REQUIRED BY AHJ. 7. PROVIDE RISER ROOM SIGNAGE AS REQUIRED BY AHJ. 3313 E. State Hwy. 114, Southlake, TX 76092 8. PROVIDE BUILDING ADDRESS SIGNAGE AS Drawing Title B REQUIRED BY AHJ. 9. ALL SITE UTILITY LINES ARE PROPOSED TO Elevations BE LOCATED UNDERGROUND 10. WINDOWS SHALL HAVE A MAXIMUM Drawn Checked EXTERIOR REFLECTIVITY OF TWENTY (20%) �Q�E� qRc Project a2o24o02 PERCENT C?IVGhua�'�sy�� Date ew 2024/1 /2 Drawinc A 024/8/5 10 11 12 13 14 I Copyright ©2022 by J.C. HSUArchitect 0 10 12 13 14 M L K J H G E D C B A 3 4� ROOF SLOPE 3 12 EL. 25'-2" T.O. ROOF RIDGE - - - ------------ --I- - - - - - - - - - --------------- T.O. PLATE EL. - - - - - - - - ----------------- T.O. STOREFRONT LEFT-HAND SIDE ELEVATION :;LE 1i4"=1' „ EL. 0'-0" F. F. E L. ROOF SLOPE ROOF SLOPE 3 3 12 --------------------------------------------------------------EL.---25'-2" ------- 12 T.O. ROOF RIDGE EL. 14'-0" T.O. PLATE T.O. STOREFRONT RIGHT-HAND SIDE ELEVATION SCALE: 1 /4"=1'0" 2' 2 3 5 6 7 • 0 10 12 F. F. E L. 13 14 M L K J H G F E 1 Per city comments 2024-9-26 0� City Review 2024-8-24 J.C. HSU ARCHITECT D 214-727-3227 jc@JCHarchitect.com 1206 Apollo Rd. #851191, Richardson, TX 75085 Engineer C Project WELL BILLION PLACE 3313 E. State Hwy. 114, Southlake, TX 76092 Drawing Title B Elevations Drawn Checked Project No. A2024002 ti Date 2024/1/2 � Drawing q UN Q2 A2.3 024/8/5 Copyright @2022 by J.C. HSUArchitect IIJ it iEll -�,�i 1 t TRANSFORMERS D ON CONIC PAD M�C�TF �T T I / EXISTN CONIC �AV PVMT + 1 0 — — — /— LOT 9, BLOCK A SOUTHLAKE BANK PLACE VOL. A, PG. 4546 ZONED: "C-3" LUD. MIXED USE N5602015E 356.70' 5� *6(eD 8 ®— — — _ —®9 10 15' SETBACK LINE _ — O o� 22 \ 0 6" PVC FL=662.61' s— -S ^ IS—S s S ` \ z ' (jam ® % G S EXIST ,. `--' /X\ \ b 23` 21 0 <1 CONIC N G o I \ I O 2 N w I N 26' COMMON I PVMT � �� O 0-0, I I \ CESS EASEMENT 1 � �� Ld z , ' Y EASEMENT ��' � � � �� � L I 7066 15 UTILITY LI T EXISTI "� RE 0 61 O O SIGN LOT 7R BLOCK A 0 l b REM TYIZ ® v0 D a RIGHT T RN N TING VOL. A, PC. 7066 0 O� ONL N � SI N ONDITION OR DEAD, / �' SOUTHLAKE BANK PLACE ° Z HRUBS 0 REI- N, T P� W I I I O BE REMOVED, TYP. VOL. A, PG. 7066 O O aL �� v O O I> Un Q (0 0) w 95,831 SQ. FT. OR 2.200 AC. 8® �� 00 Q L (S) CD t 1 STORY x= �w °O 0 V) ZONE N 1 LL1 LI \� E (STING TREE TO REMAIN, TYP. / •,. FRAME STONE �� w � 0 ® SIG O 001 26 16 I u..l 50 z BUILDING V 0 O 0 5) > I z ), BLOCK A Q0 1 O EXISTING SHRUBS POOR i\ 0 I CD CE BANK PLACE N r I 1 3 �, O CONDITION OR DEAD, ,' �3 EXI S�i `� 10 m A, PG. 4546 L 00 S. TO BE REMOVED, TYP. i / �� ° Z Q ED: „C-3„ �, ° ® 52 \`, - ® CON C\ I , Q MIXED USE O �� 51 ',X\' u. 56PVMT0- o � 51 O o EXISTLO `' CD _ EXI T CONIC WALK C2 CONIC_ 54 55 _W / ' �� O (I) w !� Lu PVMT EX r �� I `� ^ O O I Li m Z o S RUBS TO REMAIN, TYP. \ EXIST � 0 &) I O LL, Q o I O� 0 I 1 0 O = m z I aL 28 C 0 N C EXI IN, W (o OOR 0 O iA �f z O Q (D 1 g PVMT 49 CONE= O EAD, I^ I- 336 TO BE 0 TYP. O Q CAB LQ �\ `� _i ° � � � �� m O z sIG FEU ME ® v ® O o0 2 O W 1-11 �O n 29 � / \ 48 O � Q 1 O ; Q� 34 4 O G TREE IN ® / \ O U ' OOR CONDITION, 1 0 BE REMOVED, TYP. �� PROPOSED I U 00 / 45 W I TOP=671.81 / 32 - F O LC) COULD NOT OPEN 911NG 44 4-S S S 5'60SF EX 6 -> 26' COMMON RETAIL/RESTA � - � _ / SEXIST URANT / 13 clI I� .CESS EASEMENT EXISTING TREE TO B \ O I 011� REMOVED, TYP. 1-STORY Chi / UL. A, PG. 7066 I EXIST EXIST O ICONIC � 99 / / � CONC3' CONIC PVMT HEIGHT=32 -8, 4`4 FLUME �D �T w w� W \` ` PVMT 9 99 1 EX L / �^ �'K X �O y� W I I co 14 —0 PLATE IT%G TREE IN / r 39 O 3 NDITION, x \ -� 15' SETBACK LINE i E REMOVED TYP. / -,� GRATE INLET n� 31 \ " i \ �700 SF �Al 0 -- FL M E �' BOTOTOM66 63 53' Imo•° r„-3 W W W �W--W--W��� �E4� -�407GRATE CGEV INLET s S56°20'15"W 356.70' 110' WATERLINE EASEMENT MO UM >�T I TRANSFORMS- �� - VOL. A, PG. 7066 �� � �IG4 ON GONG \ T TT I I PAD GRATE EXISTINQ TrORE ; '�OQpi'O. N (_0u I� INLET LANDSCAOP� -1 �.EANED UP �iLjF<�44 ANDREPLACED-ADO YP. NT D Gq o z z � 1 1KE712 @13 14 1 ; i 1 cn 19 2 I N II �NQ�� EXIST / 24' COMMON ACCESS EXIST I �� CON C l EASEMENT CONIC PVMT VOL, A, PG. 7066 PVMT N SX 6 �_ I I 7-TOP=673.21' S S S SS-> EXIST CON C ALK O ° 00 EXIST at CONIC AN T PVMT *X EXIST LOT 6R, BLOCK A EXIST EXIST N CONIC SOUTHLAKE BANK PLACE CONIC CONIC Q0 V — \ I I I CO TOP=668.83' PVMT VOL. A, PG. 4546 PVMT PVMT 1 \ 6"vc FL IN (SW)-663.90' ZONED: C-3"" EX 6 S S �LiJ 6 VC FL OUT (NW)=663.87 LUD. MIXED USE —S I S s S �9 \� COMMON ACCESS I I t AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 ENGINEER/APPLICANT VASQUEZ ENGINEERING, LLC JUAN J. VASQUEZ, P.E. 1919 S. SHILOH ROAD SUITE 440, LB 44 GARLAND, TEXAS 75042 972-278-2948 TELE OWNER WELL BILLION HOLDINGS, LLC IAN PENG 13275 MARBELLA DRIVE FRISCO, TX 75035 678-431-7147 TELE ian@bionewusa.com NORTHWEST HWY SOUTH e� Mkt Irk W WALL ST s COLLEGE ST m SITE J ti Q ILL] u >> 11� w z o � z o IRA E. Wos AVE LOCATION MAP N.T.S. TREE PRESERVATION LEGEND ( 1 TREE TO BE REMOVED ® TREE TO REMAIN TREE PRESERVATION FENCING TREE PRESERVATION Developed Site Area: 95,832 Tree Canopy Area 14,981 REQUIRED PROVIDED 70% 13,460 s.f. (89%) GRAPHIC SCALE 0 20 40 FEET Scale 1 "=20' - 0" U N CO Q co� � � �00 CO CO OS .1 = N N �1p ti�� J ' N LyL� Zco X I cr,-q *k �Q-) o C6 7(5 w0')W C: w (B j rn w W 0 W } Q 0 0 Lu z • ; . %\ • 11.0 •LU • • . • . ..LL Lu z Q J z O � a Q W W X W QQ C ~ r` U z000 W Y O Q Q z Q i a_ z F J E0 0 0 co Wmoa0LL z_ =O O) 0 U EXISTING LANDSCAPE PLAN ° 3 z WELL BILLION PLACE Q SOUTHLAKE BANK PLACE ADDITION N 0 BLOCK A, LOT 7R M 2.202 ACRES 1z -CD U o THOMAS EASTER SURVEY,, o o o ABSTRACT NO. 474 CITY OF SOUTHLAKE, SHEET TARRAN T COUNTY, TEXAS Ll . 1 SEPTEMBER 30, 2024 ZA24-0036 Z a *011nB110aq ,�•�ae�1 a�y[e�e►�Ha 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 1TREE PROTECTION FENCING N.T.S. 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. 9 BORING AND TUNNELING N.T.S. 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. 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. 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 CENTRAL LEADERS. 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. NO. CALIPER TREE SPECIES REMAINIREMOVE NOTES 1 7 Red Oak To Remain 2 20 Lacebark Elm To Remain 3 14 Pine To Remain 4 11 Pine To Remain 5 14 Pine To Remain 6 5 Redbud To Remain Multi Trunk 7 10 Crepe Myrtle To Remain Multi Trunk 8 12 Lacebark Elm To Remain 9 10 Chinese Pistache To Remain 10 8 Chinese Pistache To Remain 11 14 Lacebark Elm To Remain 12 10 Chinese Pistache To Remain 13 6 Redbud To Remain 14 10 Lacebark Elm To Remain 15 9 Pine To be removed DEAD 16 14 Pine To Remain 17 8 Elm To be removed DEAD 18 4 Crepe Myrtle To Remain 19 4 Crepe Myrtle To Remain 20 4 Crepe Myrtle To Remain 21 6 Crepe Myrtle To Remain Multi Trunk 22 4 Crepe Myrtle To be removed Poor condition 23 4 Crepe Myrtle To Remain 24 6 Crepe Myrtle To Remain 25 3 Red Oak To Remain 26 2 Red Oak To Remain 27 2 Red Oak To Remain 28 2 Red Oak To Remain 29 5 Redbud To be removed Poor Condition - Dead top 30 12 Red Oak To Remain 31 12 Red Oak To Remain 32 4 Chinese Pistache To be removed Poor Condition, suckering from sawn trunk 33 7 Red Oak To Remain 34 4 Crepe Myrtle To Remain 35 6 Red Oak To Remain 36 10 Red Oak To Remain 37 9 Redbud To Remain 38 5 Redbud To be removed 39 8 Redbud To be removed Poor condition, dead top 40 16 Lacebark Elm To Remain 42 Redbud To be removed Stump 43 Redbud To be removed Tree suckering from stump 44 20 Elm To Remain 45 9 Elm To Remain 46 Redbud To be removed Poor Condition, Main trunk removed 48 9 Red Oak To remain 49 5 Crepe Myrtle To remain 50 8 Crepe Myrtle To Remain 51 8 Red Oak To Remain 52 6 Crepe Myrtle To Remain Multi Trunk 53 3 Crepe Myrtle To Remain Multi Trunk 54 3 Crepe Myrtle To Remain Multi Trunk 55 6 Crepe Myrtle To Remain Multi Trunk 56 3 Crepe Myrtle To Remain Multi Trunk 57 5 Chinese Pistache To Remain Multi Trunk 58 3 Red Bud To Remain Multi Trunk 59 5 Crepe Myrtle To Remain Multi Trunk 60 4 Red Bud To Remain Multi Trunk 61 5 Crepe Myrtle To Remain Multi Trunk 62 5 Crepe Myrtle To Remain Multi Trunk TOTAL ON SITE (number is for caliper inches) 428 TOTAL DEAD OR POOR CONDITION 38 caliper inches TOTAL TO BE REMOVED 43 caliper inches TOTAL NUMBER OF TREES TO BE REMOVED 10 TREES NORTHWEST HWY SO ly W WALL ST s COLLEGE ST m SITE ti ~ Q v� u o s z o � IRA E 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 1STAND 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. LOCATION MAP N.T.S. 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. a Q O Z Uoc�) :It Nt0,1C)(0 J m = LO N C14 _1 0 ti 00 , J co N LL Z X , *k I- � 0 Uj - CA -0 +� w C13 d Q� L Ur N w H N w ar `Q \tA. RAC, C Q C PO * �Q F 0) Nj. 275A, CO Q- '9T., TREE PRESERVATION NOTES AND DETAILS LANDSCAPE NOTES WELL BILLION PLACE SOUTHLAKE BANK PLACE ADDITION BLOCK A, LOT 7R 2.202 ACRES ENGINEER/APPLICANT OWNER TH O M A S E A S TE R SURVEY, AWR Designs, LLC VASQUEZ ENGINEERING, LLC WELL BILLION HOLDINGS, LLC P.O. sox 1746 JUAN J. VASQUEZ, P.E. IAN PENG ABSTRACT NO. 474 A1edo, Texas 76008 1919 S. SHILOH ROAD anda@ wr-d signs.com SUITE 440, LB 44 13275 MARBELLA DRIVE CITY OF S 0 U TH LA K E, c. GARLAND, TEXAS 75042 FTX 75035 TA R R A N T COUNTY, TEXAS 972-278-2948 TELE 678-431-431-7147 TELE ian@bionewusa.com SEPTEMBER 30, 2024 ZA24- 0036 'U J J LL I C7 0� Lo Co Lu z o CD Do J ti D_ zJX a- = m LL, w zz0�0 0QQU 0 J � U) J_ Lo 0� Im N LL J J CM � Lu C ) J_ W A0 W C/) Cf) LU W 00 z z zw 00- VJ >0 �z WQ (n J W L.L WN L.L a 5 or co II O UU) N Cn 0 z O X L U Lu Q 0� 0 ~ J I` Q LL z000 J J O Q 00 z 0 LL] m CO LL O OU SHEET L1.2 N O N 0 co O N co 0 ZONED: ..C_3.. Y ON CONC P—:154 N; OZ AD �uD. MIXED USE �� Z °oyT Fp��"��'� GRATE " -0ti1p T/QpTF" 0 �/� T c "&A'FtiT ° I 6DBH — N56°20'15"E 356.70' - — — _ _ q Nq, oG 11 " o o ® - ® o0000000 0 ® ® o00000 ® - N 15' 55ETSAGIG LINE 9 �VFW— �� � �20� DBH N 17 EXIST 2 25 /_1 /___I �� EXIST Q N EXIST / VD CONC CM DFG 24 COMMON ACCESS 5 CONC ��L PVMT- 2 EASEMENT 1 � 30 CO sc `0 PViX1TANDREPLA SOD 2 / 6'✓D� VOL. A, PG. 7066ivir 9 DY CM DF PVMT 5 1 N TOP=673.21' AS NECESSARY I�UYP CM s s s _ — I V ' \ 1 s _ 6 PVC FL=662.61 N�TRuO ,-- E X S T C. 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OR 2.200 AC. 20 u� 00 Q Q 8 + O O S C U� CQ ® — CO /� Q 1 STORY x= �w w ZONE 1 LL1 L 60 FRAME STONE 9 '�' � 0 I SIGN O 6 X / FPN ��\ /� � - 0 �O 0 �D 16 o BUILDING Z--- �, �6 �DD®z,.• I Cfl I 30� �� � 13 I � � Gs � EaN i \ X I C -6� W��s / .\ * Z Q o \ c ® CONC ® PI- LC� I r.. ®-------- %x m — W v EXIST ���oo ----- "' )� I O5 CD �— o CONC __ EXI T CON C WA K _ _ W "' - `�� m O — � Li / � PVMT 1 Eal 20 2 EX 2 �'D I /� W OI ID 6 W m Z 2 E C E X S c,- SL 0 ( C/� a_ Q C 15 LO Cn I G CD = z l g XCI GS 5 CONC W� \ 0 (n I VA Z Q Q I— v ® 19 MP FPN PVMT � 0 � o v) Q Q F®3Gs X >CAB 85 Q I LU ®O 00 lU L z 4 AB \ � U Q N 0 0 ® OAD \ 155 N — / PROPOSED �� L U o 000 L_j TOP=671.81' 9 O BUILDING C46 Q > Ln COULD NOT OPEN • ON ® AB / 5' 960 SF S S EX 6 � _ log =MENT I 1EXIST 5 RETAIL�ESTAURANT� 13 cn D 10 1-STORY Cn / 7066 EXIST _ EXIST ]CONC o00o DB" GHT=32'-8" / / I � CONCH' CONC PVMT HEy , O� / 1 �J PVMT FLUME PLACE SOD �ZF 60 W_W / ^O Z_ AS NECESSARY DUE TO 9 P \ L 0 (0 / 1 4 CONSTRUCTION, TYP. 10 5 — 0 19 TE / 00 I ti CP RB I I I AB FPN DBH 7 / 15 5ETE3A0< Lll�l� 1 �L ME TOP_ D GRATE INLET 700 SF��AIO/ 668.93' BOTTOM=663.53' F•° _ W _ I �j _ o000On:> _ _ ��2, GRATE ° >> 3o e�j Y INLET O 673 s S56 20 15 W 356 O �10 WATERLINE EASEMENT GL M 2 RBI VOL, A PG. 7066 1 �IGX ®1 0,6• 1 QTY LABEL COMMON NAME SCIENTIFIC NAME SIZE NOTES T_ SHADE TREES 6 CE Cedar Elm Ulmus crassifolia 4" cal. 14' ht., 5' spread �3 CP Fruitless Chinese Pistache - Male Pistachia chinensis 'Keith Davey4" cal 14' ht 5' spread 0 CP \ 672' a / / EXIST CONC PVMT �X 3 LE Lacebark Elm Ulmus parvifolia 'Sempervirens' 4" cal. 14' ht., 5' spread 5 RO Texas Red Oak Quercus buckleyi 4" cal. 14' ht., 5' spread ORNAMENTALTREES 10 CM Crepe Myrtle 'Dynamite' Lagerstroemia indica 'Dynamite' 6' ht. 6' ht., 4' spread, multi trunk, 3 cane min. 12 MP Mexican Plum Prunus mexicana 6' ht. 6' ht., 4' spread min. 6 RB Oklahoma Redbud Cercis reniformis 'Oklahoma' 6' ht. 6' ht., 4' spread, 3 trunk min. SHRUBS 17 AB Glossy Abelia Abelia grandiflora 5 gal. full, 24" spread, 36" o.c. 83 DBH Dwarf Burford Holly Ilex cornuta 'Burford Nana' 5 gal. full, 20" spread, 36" o.c. GRAPHIC SCALE 19 DY Dwarf Yaupon Holly Ilex vomitoria 'Condeaux' 5 gal. full, 24" sprd, 24" o.c. 0 20 40 FEET 4 FH Foster's Holly Ilex x attenuata 'Foster No. 2' 7 gal. full, 40" o.c. 40 FPN Fire Power Nandina Nandina domestics 'Firepower' 5 gal. full, 18" sprd, 24" o.c. 34 MS Morning Light Miscanthus Miscanthus sinensis 'Morning Light' 5 gal. full, 20" spread, 36" o.c. Scale 1 "=20' - 0" 25 SL Sunshine Ligustrum Ligustrum japonica 'Sunshine' 5 gal. full, 20" spread, 36" o.c. GROUNDCOVER/VINES/GRASS 100 DFG Dwarf Fountain Grass Pennisetum alopecuroides 'Little Bunny' 1 gal. full, 18" o.c. 290 GL Giant Lirope Liriope gigantea 1 gal. full, 18" o.c. , AWR Designs, LLC 90 GS Grey Lavender Cotton Santolina chamaecyparissus 3 gal. full, 18" o.c. P.O. Box 1746 Aledo140 SC Seasonal Color 4" pots full 12" O.C. aman Texas 76008 anda@awr-designs.com Bermuda Solid Sod Cynodon dactylon c. 512.517.5589 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 strong central leader and be of matching specimens. All plant material shall meet or exceed remarks as indicated. NORTHWEST HWY Il SOUTH e� LD�kF W WALL ST s COLLEGE ST m SITE ~ Q L w U 11� U >> 0:� w z o � z oF IRA E. Wos AVE LOCATION MAP N.T.S. LANDSCAPE TABULATIONS • Southlake, TX INTERIOR LANDSCAPING 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) 6. 2% of required area shall be seasonal color (4" containers) Floor area: 13,361 s.f. 6681 s.f. (50%) 7827 s.f. 13 canopy trees, 4" cal. 7 existing canopy trees, 6 proposed canopy trees, 4" cal. 27 understory trees, 6' ht. 10 existing understory trees, 17 proposed understory trees 167 shrubs, 3 gal. 48 existing shrubs, 120 proposed shrubs, 3 gal. 1002 s.f. groundcover (15%) 1072 s.f. groundcover 133 s.f. seasonal color (2%) 137 s.f. seasonal color PARKING LOT. A- 1. Each parking island shall contain 1 canopy tree with the remaining area to be shrubs, groundcover, ornamental grasses or seasonal color. 2. In front yard: 0-25% - 13 s.f. of landscape shall be provided per stall, 25-75% - 18 s.f. of landscape per stall shall be provided. Parking Spaces: 132 REQUIRED PROVIDED 38 parking stalls, 684 s.f. landscape 1696 s.f. landscape BILIFFERYARDS PLAN NORTH: 357 I.f. (A) REQUIRED OVI DED 5' buffer 5' buffer 1 per 100' = 4 canopy trees, 4" cal. 11 existing trees 2 per 100' = 7 understory trees, 6' ht. 3 understory trees, 6' ht. 8 per 100' = 29 shrubs 33 proposed shrubs PLAN EAST (Highway 114): 269 I_f_ (J) 25' buffer 25' buffer 4 per 100' = 11 canopy trees, 4" cal. 3 existing canopy trees, 8 proposed canopy trees, 4" cal. 3 per 100' = 8 understory trees, 6' ht 9 existing understory trees 41 existing shrubs, 18 proposed 14 per 100' = 38 shrubs shrubs Per Bufferyard E - hedge hedge PLAN SOUTH: 357 I.f. (A) REQUIRED 5' buffer 5' buffer 1 per 100' = 4 canopy trees, 4" cal. 1 existing canopy trees, 3 proposed canopy trees, 4" cal. 2 per 100' = 7 understory trees, 6' ht. 1 existing understory tree, 6 proposed understory trees, 6' ht. 8 per 100' = 29 shrubs 21 existing shrubs, 34 proposed shrubs PLAN WEST: 269 I.f. A - PROM D 5' buffer 5' buffer 1 per 100' = 3 canopy trees, 4" cal. 4 existing canopy trees 2 per 100' = 5 understory trees, 6' ht. 5 understory trees, 6' ht. 8 per 100' = 22 shrubs 15 existing shrubs, 9 proposed shrubs 0- U Q � "t N 00 CO Q ry CO m O� .1 = N N ..10 ti06— J N LL Z _ X I C\j *k Cf) N O ox C6 W���� W V Z W W Cr Ld d H- } Q O z • /i •LU • • . • . ..LL LU Z OQ z X _j QIzC)~ ~ Q J Lu LL Lij � U Q a_� Q J Q a (U mUz0 W m 00 U) LL Z Lu =O Q _j OU LANDSCAPE PLAN 3 a WELL BILLION PLACE a z SOUTHLAKE BANK PLACE ADDITION co BLOCK A, LOT 7R -0 o M 2.202 ACRES C Q) o 0 ENGINEER/APPLICANT OWNER TH O M A S E A S TE R SURVEY, N M o Cz o U i; o o VASQUEZ ENGINEERING, LLC WELL BILLION HOLDINGS, LLC ABSTRACT N 0 474 JUAN J. VASQUEZ, P.E. IAN PENG . SHEET, 1919 S. SHILOH ROAD 13275 MARBELLA DRIVE CITY OF S 0 U TH L A K E SUITE 440, LB 44 GARLAND, TEXAS 75042 972-278-2948 TELE FRISCO, TX 75035 678-431-7147 TELE TA R R A N T COUNTY, TEXAS L 1.3 ian@bionewusa.com SEPTEMBER 30, 2024 ZA24-0036 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, GROUNDCVVER 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. 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 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 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 I%") 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 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 IT) 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 BE Y2" 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 MIN. ALL SIDES MIN. ALL SIDES TREE PLANTING N.T.S. CUT LEADER X 8' LENGTH ETAL "T" POSTS TURBED SOIL NO ON PREVAILING IE OF TREE r BLACK) 'TAKE WITH CHAIN TIES 3" MIN. DEPTH OF ROOT BALL FINISH GRADE. HT. SAUCER AROUND G PIT WITH TOPSOIL. 3H GRADE _L / PLANTING SOIL MIX. TILL PARTS EXISTING SOIL, ING LARGE CLODS AND IRBED SUBGRADE SHRUBS OR GROUNDCOVER AS SPECIFIED ON PLAN TOP OF MULCH SHOULD BE, AT MINIMUM 1/2" BELOW 071 � WALK OR CURBING C`; �' 7 � i n Q nr� CURB OR SIDEWALK, ^ u m n • G ' - G �� NO STEEL EDGING Q Yr ALONG WALK, TYP. G� Y� 4`,� u %O�,d w '!JO` ` GiL �d w •L� J` G h L LAYER OF MULCH, SETTLED THICKNESS SHOULD BE 2" MIN. ROOT BALL, DO NOT DISTURB NORTHWEST HWY SO TH W WALL ST s COLLEGE ST m SITE ti ~ Q cn cl u 0 s z O RA E- LOCATION MAP N.T.S. O Z Ury"t't"T� J m = LO N N Jp r'- ao- J 'Itcu N LL _ "t X , *k a) a)ti o MZ� U) LL N d j Q� L Ur N � Z Lid N w ar cn RAC% Q 9 Q M * _5 Q- o Nj. 2754 QCO WEED BARRIER FABRIC 1-1/2" MAXIMUM J PLANTING SOIL MIX. TILL IN WITH PARTS EXISTING SOIL, EXCLUDING LARGE CLODS AND ROCKS. REF. LANDSCAPE UNDISTURBED SUBGRADE / NATIVE SOIL PLAN FOR SPACING SHRUB PLANTING N.T.S BACK OF CURB SHRUB SPACING AND PLANTING AT B.O.C. N.T.S. AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 SPECIFIED BED BORDER 24' MIN. SETBACK FOR SHRUBS & GROUNDCOVERS ALONG BACK OF CURB TO ALLOW FOR CAR OVERHANG ENGINEER/APPLICANT VASQUEZ ENGINEERING, LLC JUAN J. VASQUEZ, P.E. 1919 S. SHILOH ROAD SUITE 440, LB 44 GARLAND, TEXAS 75042 972-278-2948 TELE SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS MULCH PER SPECIFICATIONS 1 3 ` -�cL��C ��r� o rrr•`r - 3/16" X 4" X 16" STEEL EDGING WITH STAKES 1/2" MAXIMUM LAWN II 'Il III III II III III III NOTE: NO STEEL EDGING TO BE INSTALLED ALONG -i SIDEWALKS STEEL EDGING DETAIL N.T.S. LANDSCAPE SPECIFICATIONS AND DETAILS WELL BILLION PLACE SOUTHLAKE BANK PLACE ADDITION BLOCK A, LOT 7R 2.202 ACRES OWNER TH OM AS EASTER SURVEY, WELL BILLION HOLDINGS, LLC ABSTRACT N 0 . 474 IAN PENG 13275 MARBELLA DRIVE CITY OF SOU TH LAK E, FRISCO, TX 75035 TARRAN T COUNTY, TEXAS 678-4318-431-7147 TELE ian@bionewusa.com SEPTEMBER 30 2024 'U J J \w CD 0� coLo Lu z (D Do J ti DpzJX O a_ = m wzz0�0 >LL]OQ_QU J Lo 0� m ~ LL J J M � Lu v ) Q LL] z �Q V ) z 0 Q U_ LL U LL] 0- V ) LL] I..L 'U^ v ) 0 z Q J z� O X Lu I1I Q 0Y 0 ~ J ti Q LL z000 O J Q J J Q mUz0 LL] m CO LL � 0 OU 3 U Q z Q J o W HIt No - a cal i� N C �i U U CO 0 _ o n Lo o cM O N 0 SHEET L1.4 ZA24- 0036 LOT 10, BLOCK A SOUTHLAKE BANK PLACE VOL. A, PG. 4546 ZONED: C-3" LUD. MIXED USE 011119 I I EXIST CONC PVMT I I I I I I I I I I LOT 9, BLOCK A I SOUTHLAKE BANK PLACE VOL. A, PG. 4546 "C-3' I ® � ZONED: "T071) MIXED USE 67 3' yFyT p o _ 672'- —_ MONUMENT SO � I �l� I EXIST CONC =LUME EXIST CONC PVMT EXIST CONC - FLUME EXIST CONC CD PVMT I 1 � � 1 EXIST BUILDING LOT 7R, BLOCK A SOUTHLAKE BANK PLACE ADDITION Q CAB. A, SLIDE 7066 7 �' I i - / - EXIST CONC - \ PVMT EXIST EXIST J 673 PVMT FLUME D) \\ � 673'- .6� J \ ^� PROPOSED BUILDING I RETAIL/RESTAURANT s FFE= 674.00±7 - 673' ICI Fj :._i_ LOT 6R, BLOCK A SOUTHLAKE BANK PLACE VOL. A, PG. 4546 ZONED: "C-3" LUD. MIXED USE GRATE INLET I 0 G S LINE I SIGN � RIGHT T RN ONL S N 1�ti EXIST ZONE 1 CONC SIGN FLUME �pc 1 <r ti �j "� Nr. `O�� I I Q Q GTE W I VAULT o 00 XIST Q Y 0 CONC 3 PVMT 7 a N w �� , N ® 0 0 > Z i 7/2yGRATE MONUM NEXIS cRqgiyRF INLET )CON°gyp F UM \ 677' J C GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. EXISTING f NOTES LEGEND PROPERTY LINE PAVEMENT CONTOUR FLOW ARROW WIX91611m 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. 2. EXISTING 2' CONTOURS FROM NCTCOG "DFWMAPS" 3. EXISTING DRAINAGE PATTERNS BASED ON APPROVED SITE DEVELOPMENT PLANS FOR RED LOBSTER. 4. SEE SHEET P2 FOR PRELIMINARY PRE/POST DRAINAGE AREA MAP. GRADING NOTES 1. REFERENCE GENERAL NOTES ON THE PAVING PLAN FOR ADDITIONAL SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE PER TOWN STANDARDS FOR CONSTRUCTION. 3. AREAS TO RECEIVE PAVING SHALL BE STRIPPED TO A MINIMUM DEPTH AS RECOMMENDED IN THE GEOTECHNICAL REPORT REMOVE ALL VEGETATION, TOP SOIL, AND DEBRIS IF PRESENT. EXCESS MATERIALS AND DEBRIS SHALL BE DISPOSED OF OFF SITE IN A LEGAL MANNER. TOP SOIL SHALL BE DISPOSED OF OFF SITE IN A LEGAL MANNER. TOP SOIL SHALL BE STOCKPILED FOR USE IN FINAL GRADING. 4. CONTRACTOR SHALL ESTABLISH INTERIOR SWALES TO ROUTE RAINFALL THROUGH THE SITE. WATER MUST NOT BE ALLOWED TO POND IN TREE GRUB HOLES. THE SITE SHOULD BE GRADED SUCH THAT POSITIVE SURFACE DRAINAGE AWAY FROM THE WORK AREAS IS ESTABLISHED AND MAINTAINED AT ALL TIMES. WATER MUST NOT BE ALLOWED TO POND ON THE SURFACE DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE FOR SEDIMENT AND EROSION CONTROL AS REQUIRED BY THE CITY THROUGHOUT THE CONSTRUCTION OF THE PROJECT. THE FILTER FABRIC NETS WILL BE PLACED AT THE TOE OF SLOPE OR IN THE FLOW LINE OF DITCHES AND ALONG PERIMETER OF THE PROJECT. EROSION CONTROL SHALL BE USED UNTIL LANDSCAPING IS COMPLETE AND GROUND OVER IS ESTABLISHED. 6. ALL AREAS THAT WILL RECEIVE FILL SHALL BE PROOF -ROLLED TO IDENTIFY WEAK ZONES. ALL WEAK ZONES MUST BE REMOVED AND REPLACED PRIOR TO FILL PLACEMENT. 7. FILL MATERIALS SHOULD BE PLACED IN LOOSE LIFTS, NO GREATER THAN 9 INCHES THICK, AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. EACH LIFT SHOULD BE INSPECTED AND APPROVED BY A QUALIFIED ENGINEERING TECHNICIAN, SUPERVISED BY A GEOTECHNICAL ENGINEER BEFORE ANOTHER LIFT IS ADDED. 8. TESTING IS REQUIRED, AND SHALL BE PERFORMED BY A LABORATORY APPROVED BY THE OWNER AND PAID FOR BY THE OWNER. 9. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC., MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF FINAL GRADING OR PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING THE CONSTRUCTION OF PAVING FOR THIS PROJECT. 10. MULCHING AND VEGETATION WILL BE PER THE LANDSCAPE PLAN. 11. GRADING IN ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2% IN ALL DIRECTIONS. 12. CROSS SLOPE OF SIDEWALKS SHALL NOT EXCEED 2% AND RUNNING SLOPE SHALL NOT EXCEED 5%. I■ w Q 0 I Q N 00 CO � � J O ti J 'u') N LL *k Z r U) X (1) ti ie U) _ O , W �C/) 0� W Co U) Z6 ry w N W D a in d OF T� -) * : `'V JJ.11VQ U E Z O52 /CENSE� TONAL E� U J J LLI L u oowwx J w >OQQU LU of z = z J (D z 0 J 00 of Lo M O Lo ti o m N LL .J M _j Lu O Q v LLI ~ X LU z Q � ti Q Y Q� a z OJ W Q J ALL V O a ~ J CO U z 0 Q WmmLL U) � =O CZ G :D J o U w 3 a z Q CL cD z 0 > Q > J w O d O - N C7 O C 0 O O U o (6 l(j Cu SHEET p 1 LOT 10. BLOCK A SOUTHLAKE BANK PLACE VOL. A, PG. 4546 ZONED: "C-3" LUD. MIXED USE LOT 9, BLOCK A SOUTHLAKE BANK PLACE VOL. A, PG. 4546 SOUTHLAKE BANK PLACE VOL. A, PG. 4546 ZONED: "C-3" LUD. MIXED USE DRAINAGE AREA MAP (PRE -DEVELOPED) STORM WATER RUNOFF DATA (EXISTING CONDITIONS) DRAINAGE AREA AREA (Acres) C Tc (Min) 1100 (in/hr) Q100 (cfs) COMMENT 1 0.60 0.90 10 9.68 5.2 TO NORTHWEST /EXIST DRIVE 2 0.44 0.90 10 9.68 3.8 TO FLUME/EXIST DRIVE 3 0.30 0.90 10 9.68 2.6 TO FLUME/EXIST DRIVE 4 0.32 0.90 10 9.68 2.8 TO FLUME / S.H.114 5 0.47 0.90 10 9.68 4.1 TO FLUME / S.H.114 6 0.06 0.90 10 9.68 0.5 TO S.H. 114 19.1 EXIST GRATE INLET EXIST GRATE INLET NOTES 1. EXISTING DRAINAGE PATTERNS BASED ON APPROVED SITE DEVELOPMENT PLANS FOR RED LOBSTER. 2. SEE SHEET SP1 FOR SITE DESIGN. 3. SEE SHEET P1 FOR PRELIMINARY GRADING PLAN. DESIGN POINT ANALYSIS DESIGN POINT ID PRE-DEV Q100 POST-DEV Q100 1 5.2 5.2 2 3.8 3.8 3 2.6 2.6 4 2.8 2.8 5 4.1 4.1 6 0.5 0.5 LOT 10. BLOCK A SOUTHLAKE BANK PLACE VOL. A, PG. 4546 ZONED: "C-3" LUD. MIXED USE LEGEND Q 't � C-0 EXISTING PROPOSED J 00 C)m N = J LIB N N PROPERTY LINE J O ~ 00 J � M N LL PAVEMENT = 'IT x 04 ZU) L(Dti o o� CONTOUR w Cn 0 FLOW ARROW ► Z 0-) DRAINAGE AREA Z O GRAPHIC SCALE W x 1 DRAINAGE DIVIDE gO. 0 20 40 80 LN 0.60 ACREAGE IN FEET ) D5.2 FLOW (CFS) 1 inch = 40 ft. d LLJ Q � DESIGN POINT I.D.❑ LOT 9, BLOCK A SOUTHLAKE BANK PLACE VOL. A, PG. 4546 SOUTHLAKE BANK PLACE VOL. A, PG. 4546 ZONED: "C-3" LUD. MIXED USE DRAINAGE AREA MAP (POST -DEVELOPED) STORM WATER RUNOFF DATA (POST -DEVELOPED CONDITIONS) DRAINAGE AREA AREA (Acres) C Tc (Min) 1100 (in/hr) Q100 (Cfs) COMMENT 1 0.60 0.90 10 9.68 5.2 TO NORTHWEST / EXIST DRIVE 2 0.44 0.90 10 9.68 3.8 TO FLUME/EXIST DRIVE 3 0.30 0.90 10 9.68 2.6 TO FLUME/EXISTDRIVE 4 0.32 0.90 10 9.68 2.8 TO FLUME/S.H.114 5 0.47 0.90 10 9.68 4.1 TO FLUME/S.H.114 6 0.06 0.90 10 9.68 0.5 TO S.H.114 19.1 EXIST GRATE INLET EXIST GRATE INLET p z 0 _m w Z N ON o6E00 O Z H W N a Q Q No dfnW0 Q0rn �F- ao wz> F-OQ o� OF T� �P * : `'VJ.J.*lvQUEZ O �CENSE� �CNAL E� U J J w LIJDUti 0OwwX wzzof0 >OQQU w of z = J w - 0 J 00 Lo M O Lo cn m N LL ,J (M I V_ w 5Q G Q w Q W U °Q Q X zw Q �~ w Y 0 a z 0 W U J ~ O Q a O mc)YO z U) W Lu 00 0 O L.L :D O0 U Q 5z G J W 3 a Q 0 U) 0 a w a > > J W !L CD 04 rn o 0 CD Cu SHEET P2 \ I I O LOT 9, BLOCK A O p) y I SOUTHLAKE BANK PLACE \PCs VI I w VOL. A, PG. 4546 �i2 z ZONED: "C-3" rap °eRirj roi ul m I LUD. MIXED USE \°oN�y0,q�/cNRF GRATE o INLETF�G p \ Z Z cq olN — — — — �1 ENT u� 26' COMMON ACCESS EASEMENT VOL. A, PG. 7066 LOT 10, BLOCK A SOUTHLAKE BANK PLACE VOL. A, PG. 4546 ZONED: 'C-3' LUD. MIXED USE y 26' COMMON ACCESS EASEMENT VOL. A, PG. 7066 Jo' e \ �/Z �o� �/tic \ 7S' ASF� 'ENCHMARK b eg )m = 671.92' �2 8C 70 AG, FM 79 F ���� 3 TY\ S6 T �Ao Fti\ 9 sic In W DI U) I I �N CIO N EXIST 24 24' COMMON ACCESS EASEMENT FIRE LANE i VOL. A, PG. 7066 `� TOP=673.21' n S S EXS 6' ' S — \ 6" PVC FL=662.61' S S S S S n —07 N cs LL;��Fcn� I� Q EXIST LIGHT I a, I POLE (T-T?) EXIST \ w j } 0 15' UTILITY EASEMENT BUILDING I w SIG" > Q VOL. A, PG. 7066 \ v< RIGHT T RN } 3 LOT 7R, BLOCK A I w I> ONLY S N Y SOUTHLAKE BANK �i Ld > i _ cn PLACE ADDITION �� 04 Q I J 00 (� a~ `" < CAB. A, SLIDE 7066 I J �� ro > ZONE , = H co (FIRE SPRINKLED) �� �� X Lo \ I z _J D SIGN N x i \ `0� m I w I I i� Q Q EXIST FIRE N H FS � o DETECTOR I N O I I co CHECK E' E U NOWNEX 6' W �X� �AULT F Y Z WW INSTALL-W 1-8"x6" TEE W C INSTALL INSTALL 4' 1-FDC VALVE 1-12"x6" TAPPING SLEEVE 1-8 x90 BEND FIRE LANE PROP 6" FIRE RISER ot� Co c 1-6 VALVE 9�6`L I _ VA LT 1-6" DETECTOR CHECK IN `O VAULT PROP w ROOM REMOTE I z PROPOSED FDC ?� Y CO TOP=671.81' I BUILDING vl y Q COULD NOT OPEN RETAIL/RESTAURANT--S -z Lu Co SEX 6' SS-> A D m FFE= 674.00 2 0 1'� I Cn N U) a - (FIRE SPRINKLED) o w I 4 I - z Q EX W W I U V) QN o f FH 3 I N J E X 2 VFW w I N m o 18 Q O I C I N �\ > \ n GRATE INLET (,� �— Top_ I N E� W w� EX W ® BOTTOM=663.53' k w w w w W I GRATE cn eRi2'r INLET �1CATERLINE EASEMENT MONUME T VOL. A, PG. 7066 SIGN 1 °Rod I II I I 1 II LOT 6R, BLOCK A �I II SOUTHLAKE BANK PLACE VOL. A, PG. 4546 7nAICh. "r, z" COMMON ACCESS LUU. IVIIALU UJL EASEMENT I \VOL. A, PG. 7066 \ 30' BUILDING SETBACK LINE VOL. A, PG. 7066 of 0 D :Ex C D IN L,-Jll EX 6" SS S- TOP=668.83' 6" PVC FL IN (SW)=663.90' 6" PVC FL OUT (NW)=663.87' CAUTION!! I EXISTING U.G. UTILITIES IN THIS AREA CALL DIGTESS AT LEAST 48 HOURS PRIOR TO CONSTRUCTION GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. LEGEND EXISTING PROPOSED Q 'ct 't't N 00 "t (0 Q (0 --� = m U) N N J 0 ti I � — J ':TM 'CTX N LL *k Z _ I ti U) — D _ C O , W �C/) co W co _� CY) .. (D LLI � N W D a w Q 0 ua O ZI PROPERTY LINE PAVEMENT z 0 S SANITARY SEWER = m cv zN� OF TF 0a� Co `P.. E ELECTRIC U o w z� .N� 0 T TELEPHONE ¢ Q a� J J. IV QUEZ rn........ o�.. �52�Ca �<v� GAS GAS Y _j�/CEO awW WATER " TONAL E� D \ SAN SEWER MANHOLE o Q Co SAN SEWER CLEAN -OUT U J LLI ti FIRE HYDRANT J ® WATER METER M O GAS METER Z 0 O wv LLL.I 0 (� J ti �Q WATER VALVE T W J Z J X FDC FDC 0 0 uj m Ox PARKING LIGHT POLE W Z Z [)� O SIDEWALK LIGHT POLE Lu 0 Q U W 0 - 0 J TRANSFORMER m CV � ❑v GTE VAULT _j W> OR ® GRATE INLET DETECTOR CHECK NOTES 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. 2. SEE SHT P1 FOR PRELIMINARY GRADING PLAN. UTILITY NOTES 1. 8" & 6" WATER PIPE WILL BE C900 PVC WATER PIPE. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY'S STANDARDS AND SPECIFICATIONS. 3. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO PUBLIC MAINS WITH THE CITY. 4. ALL TRENCHING SHALL BE IN ACCORDANCE WITH LATEST OSHA STANDARDS AND SPECIFICATIONS. 5. BUILDING FIRE MAIN, FIRE RISER, AND FIRE DEPARTMENT CONNECTION SHALL BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR IN THE STATE OF TEXAS. 6. CONTRACTOR SHALL CALL FOR UTILITY LOCATES AT LEAST 48 HRS PRIOR TO BEGINNING CONSTRUCTION. 7. CONTRACTOR SHALL ADJUST ALL UTILITY APPURTENANCES TO FINAL GRADE. 8. WATER AND SEWER CROSSINGS SHALL BE PER THE LATEST TCEQ REQUIREMENTS. 9. REFERENCE MEP PLANS FOR EXACT BUILDING ENTRY POINTS FOR UTILITY SERVICES. 10. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UTILITY CONFLICTS AS SOON AS POSSIBLE. 11. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND TESTING WITH THE CITY. II Q0U) X W W � J Q ~ Q Y a- W OOQJ J U C_ z < m JOQ 0 cn Z W°om0 LL OU L ) I..1_ w I \ � O1 O2 SAWCUT, 6" FIRE LOCATE LOCATE REMOVE & REPLACE EXIST CONIC PVMT AS REQUIRED TO INSTALL LINE. MATCH EXIST PVMT. EXIST 6" SEWER & CUT 5' FROM BLDG; REF MEP FOR CONTINUATION. EXIST 2" DOM WATER & CUT 5' FROM BLDG; REF MEP FOR CONTINUATION. o I a-� o ® INSTALL 2" METER IN EXIST METER BOX; COORD WITH CITY. I) a mr` Q w r` \o �13 O --A O z a � a I 0 C-D0 zQ �� I ~� oG� f Z Q _j o I \� Z n > � > m Lo I o ci w CD I Q �� l' 0 O cn p� O Z� Z = N o_ C 2 U 0 o CD (6 l(j Cu SHEET P 3