Loading...
Item 6A PlansM U a u_ 0 CL 0 a Ln �o M rl 0 N rn 0 16' PEDESTRIAN 15' SANITARY — EX. CRESS C-ASEMENT P. 11456 1 V. 12747, P. C-T- w w w w w 0 0 0 U 0 O O O O O m III a)m m 4 ;�_ 4 ;r 4 X c X X X aD co cD co CD X X X X X w w w w w T. MAHAN SURVEY ABSTRACT NO. 1049 JOHN FREEMAN SURVEY ABSTRACT NO. 529 F. M. ROAD No. /709 ( 130' PUBLIC RIGHT-OF-WAY I DRAINAGE EASEMENT DOC. 15' SANITARY No. 212098905, P.R.T.C.T. SEWER EASEMENT CAB. A, P. 11456 f EX. 48 RCP — N 89°37'l4" E 10' UTILITY EASEMENT CAB. A, P. 11456 P.R.T.C.T. CITY OF SOUTHLAKE WATER, SANITARY SEWER AND DRAINAGE EASEMENT DOC. No. D212071105, D.R.T.C.T. 20' BUFFER YA RD TYPE "0' M p ------------- — — — — — — — — — p• — — — — —� � —I fix, — 1 UJ 0 ro fEX. 21" HDPE� O� �tk• cn� / \ EXISTING FIRE IUj 0' IPEL NE ASE ENT HYDRANT �Iz6 17 / 5 B ILDIN SIT K NST. No. D20 443 19 I UI. ~ / T C I aIS o OI 20 24' COMMON ACCESS EASEMENT 24' FIRELANE N \ 89*3774" E \ I I I CAB. A, P. 11456 30.00• P.R.T.C.T. \ \ I I Y Y 1p J �- T 1 O O C\j Y J X_3 ., R p \A L1�11111111 E /m J15' — -- — — -- — — — — — I I I R P4 DRAINAGE EASEMENT;11111111I O DOC. No. 212098905, 1 I I �� oo Z m O P R T C T --- 1 I 1 cnl 6 FI w p Y O Z I LU / x a LiJ �CL Q U m Q� � U � LOT 1, BLOCK l ETHAN ALLEN /709 ADDITION CAB. A, P. 11456 P.R. T. C. T. 2171 E. SOUTHLAKE BL VD ETHAN ALLEN RETAIL INC. INST. No. D206305193 D. R. T. C. T. 24' COMMON ACCESS EASEMENT CAB. A, P. 11456 P.R.T.C.T. - EX. 24" RCP- / m IONCOR 1 VISIBILITY SETBACK LINE EASEMENT AND I I I X 0 01 0l M1 Cl) In 1 N Q �- z X r` I I INST. No. D206305196 D.R.T.C.T. l- STORY RETAIL/ REST BLDG RIGHT-OF-WAY DOC. No. 213071506, 1 1 w o - z (o w pl (�j I I w � w �X O I 266'-4" X 80'-6" LOT 1, BLOCK l D.R.T.C.T. I I I °o U `ol w'0I /9,903 SF ZONING I I �} Ala NI d'I� I Q I KIMBALL CROSSING SPl-DETAILED SITE PLAN I X I I N w o I W oI N /26, 099 s. ft 9 E. SOUTHLAKE BL VD I I T C) IOt w— I o I 2.895 acres GREENWAY-1709/ELEVEN li LP 7'xl5' DRAINAGE Aj 1 QI �' N 0 Q� Q z U I DOC. No. D197109628 D.R.T.C.T. EASEMENT DOC. No. 212098905, I 0 I � 1 w- I. v~ 0� 8' HIGH MASONRY ENCLOSURE P.R.T.C.T. I N I LU L I LL J N 0 o I W/PAINTED METAL GA TE. TYP. COMPL/ANT WITH DUNCAN FF = 617.04 I I I I � I I 1 p C Z Q o I a WALL MOUNTED M I a _ m~ I I DISPOSAL STANDARDS FOR HCAP SIGNAGE A T I�O o a 1 I TRASH ENCLOSURES. - Uo_ I I I l2 PV O I I I PRO VIDE K OX BO M I OU S/D Rl ER RO m DO R OU T 8" I � 1eL 2 I N T 24' ACCESS EXISTING FIRE J I O I EASEMENT Doc. No. HYDRANT LJ r� 24' FIRELANE / (o I 212098905, P.R.T.C.T. O N If I o —15 30UTILITY 1 I 1 I z EASEMENT DOC. No. W I 212098905, P.R.T.C.T. Z Q� w z I � I w-- -- ---— — — — — — — — — — — — — N _ _ wu T 2EM OR R Y PA Kl GSPACES — — — — IS - EX. Tx BO CULVERT — — 20' DRAINAGE EASEMENT INST. No. D206305197 D.R.T.C.T.' �5]UTILTY EASEMENT CB. A P. 11456 # P.R.T.C.T. N 8903738" E 237.38' INSTALL 4'X4' "Y" INLET W/ CONCRETE APRON PLUG NORTH, WEST AND SOUTH SIDES OF EXISTING INLET. CONSTRUCT CURBED CONCRETE THROAT ON EAST SIDE OF INL ET. a I L ETHAN AL EN PR V/DESACCESS TO THE/R REAR PARKING LOT 15' UTILITY EASEMENT CAB. A, P. 11456 a P.R.T.C.T. v 0: i i 1 15' DRAINAGE EASEMENT DOC. No. 212098905, I w P.R.T.C.T. LE 'Xl ' 1 I I INSTALL 4'X4' "Y" INLET W/ CONCRETE APRON kvo I I I If E. I SO ______---GREENWA DOC. No. 1 ! 1 1 UTHLAKE BL VD Y-1709/ELEVEN 11 LP — D197109628, D.R.T.C.T. — / T/ 7T %i BUFFERYARD TYPE "B THESE SPACES ----------PARKTNU 1 I I Fu ITRIJED I S A C ESS AISLE. MAX 2% SLOPE 15' DRAINAGE EASEMENT DOC. No. 212098905, P.R.T.C.T. / �y.• �W i I N HAND/CAP I x w Sl NA E — � � I _ I I o ----------L W I T u0 04 15' UTILITY EASEMENT pl DOC. No. 212098905, pl P.R.T.C.T. °p �pl 5' UTILITY EASEMENT IF RECORDING UNKNOWN I N I I o O I D AINA E ASE ENT I O I ST. No. 1401 496 p, I I .R.T. .T. z-wv SPACES Ex. 18" ?CP — EX. RCP ----- _ LI - S 89 °37'38" W 34L 93' ZONING. E. SOUTHLAKE BL VD "B-l" BUSINESS GREENWAY-1709/ELEVEN ll LP SERVICE PARK DOC. No. D197109628, D.R.T.C.T. a Q _j I JWo� OW OYZo N� 4i EXISTING FIRE HYDRANT wz I w2 I W(NW Y (nLd arao I=< Ld ~I-w0 p2(DN 10 a a N r (nL,zo L I Q o~ 00 W Z(j W 17 IQ z 00 0 c�3aoo REMO VE EXIS TING CURB INLET. PLUG 18" RCP. —A � SITE DATA SUMMARY FROM EXISTING APPROVED PLAN SITE DATA SUMMARY EXISTING ZONING SP-1 & B-1 PROPOSED ZONING SP-1 LAND USE DESIGNATION RETAIL COMMERCIAL ACREAGE (GROSS) -126,099 SF 2.895 ACRES LOT COVERAGE % 15.8%T NUMBER OF PROPOSED LOTS 1 OVEN SPACE AREA M 36,116 SF OPEN SPACE % 26.6% IMPERVIOUS CCIVERArE AREA 89,983 SF IMPERVIOUS COVERAGE % 71.4% MAXIMUM BUILDING HEIGHT 35 TOTAL FLOOR AREA 2b,1"i0 SF PROPOSED PARKING RATIO 1 SPACE 1 115 SF PARKING REQUIRED 176 SPACES PROVIDER PARKING - STANDARD 168 SPACES ACCESSIBLE 8 SPACES TOTAL 176 SPACES REQUIRED LOADING -� 1 SPACE -PROVIDED LOADING 1 SPACE R� TAS REQUIRED ACCESSIBLE PARKING I 151-200 SPACES PROVIDED 8 SPACES REQUIRED 174 SPACES PROVIDED 8 SPACES PROVIDED SITE. 2175 EAST SOUTHLAKE BOULEVARD SOUTHLAKE, TEXAS OWNER: GREENWA Y-1709/ELEVEN LP GREENWAY-1709/ELEVEN lI LP Attn. Christy Hammons 2808 Fairmount, Suite l00 Dallas, Texas 75201 Office: 214-880-9009 Fax: 214- 880- 0188 LANDSCAPE ARCHITECT: W W W W LANDSCAPE AREA PROPOSED PARKING LOT 30 0 30 60 Scale in Feet PROPOSED SITE DA TA SUMMARY EXISTING ZONING SP-1 a B-1 PROPOSED ZONING SP-1 LAND USE DESIGNATION RETAIL COMMERCIAL ACREAGE (GROSSI - 3.287 LOT COVERAGE % 14.1% NUMBER OF PROPOSED LOTS I OPEN SPACE AREA 35,514 SF OPEN SPACE % 24. 8% IMPERVIOUS COVERAGE AREA /07,635 SF IMPER VIOUS CO VERA GE % 75.2% MAXIMUM BUILDING HEIGHT 35' TOTAL FLOOR AREA 20,150 SF REQUIRED PARKING RATIO l SPACE/ll5 SF REQUIRED PARKING 176 SPACES PROVIDED PARKING RATIO I SPACE/88 SF PROVIDED STANDARD SPACES 221 SPACES xx PRO VIDED ACCESSIBLE SPACES 8 SPACES PROVIDED TOTAL SPACES 229 SPACES REQUIRED LOADING l SPACE PRO VIDED L OADING l SPA CE TAS REQUIRED ACCESSIBLE PARKING 20I-300 SPACES PROVIDED 7 SPACES REQUIRED 231 SPACES PROVIDED 8 SPACES PROVIDED PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF REVIEW, PERMITTING AND BIDDING. IT HAS NOT BEEN APPROVED FOR CONSTRUCTION BY THE CITY OF SOUTHLAKE. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF ROBERT W. SCHNEEBERG, P.E. TEXAS REGISTRATION NO. 65352 DATE: 10/09/2017 xx 2 TEMPORARY SPACES ARE NOT INCLUDED /N THESE PARKING CALCULATIONS yE2 & s c' NE S UR VNYO 8�, �0 p_11,T I ON N\ h'0 C, �� .� PEE O F,1 fF lkj ',*�,� ♦*: ... IROBERT W. SCHNEEBERGI ............................... O65352 O �'�� It�i°F FQ�STER�:;,"'� .... wG_. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ROBERT W. SCHNEEBERG, P.E. 65352 ON 10/09/2017 . ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. CASE NO.: ZA17-068 C1 STUDIO GREEN SPOT, INC. Attn. Chris Tronzano-Princlpal, RLA 1333 W. McDermott Dr. Allen, Texas 75013 Office: 469-369-4448 EAST SOUTH LAKE BOULEVARD (F.M. 1709) II --- — -------------- -- - - Imo - _ _ _ __________� __ _ _rA- - U T_ -4-- T— 7 — — -- — — I I I � � �� \ \ I I I I I — — — — RE ` 7 I � pllplll Ipll IIIIIIIII IIIIIIIII 1 1 II I T T I I LL=LiII I I I I I I I I I ,III I I I I I I I LT I I I I I I I I I I I I I I I II I I I I II IIIIIIIII IIIIIIIII D t L J I - - - L& �I I TLl- - - - - - - - I e I ----- ---- -- _�eO Q&�—�------------ - IT �e- WM RI --- I oicv OC, T- 07 -- - - - - - - - - - - -- L— - — ------------- \ \ 02 \ I I I I I I EXISTING TREE NOTES 1. Existing trees to remain shall be protected during construction from tree structure damage and compaction of soil under and around dripline (canopy) of tree. 2. If any root structure is damaged during adjacent excavation/construction, notify the Architect immediately. It is recommended that a licensed Arborist be secured for the treatment of any possible tree wounds. 3. No disturbance of the soil greater than 4" shall be located closer to the tree trunk than 1/2 the distance of the drip line to the tree trunk. A minimum of 75% of the drip line and root zone shall be preserved at natural grade. 4. 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. 5. 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 dripline of any tree. 6. Equipment Cleaning/Liquid Disposal: No equipment may be cleaned, toxic solutions, or other liquid chemicals shall be deposited within the limits of the dripline of a tree. This would include but not be limited to paint, oil, solvents, asphalt, concrete, mortar, primers, etc. 7. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature shall be attached to any tree. 8. Vehicular Traffic: No vehicular and construction equipment traffic or parking is allowed within the limits of the dripline of trees. 9. Boring of Utilities: May be permitted under protected trees in certain circumstances. The minimum length of the bore shall be the width of the tree's canopy and shall be a minimum depth of forty-eight (48') inches. 10. Trenching: Any irrigation trenching which must be done within the critical root zone of a tree shall be dug by hand and enter the area in a radial manner. 11. Tree Flagging: All trees to be removed from the site shall be flagged by the Contractor with bright red vinyl tape (3" width) wrapped around the main trunk at a height of four (4) feet above grade. Flagging shall be approved by Landscape Architect prior to any tree removal. Contractor shall contact Landscape Architect with 72 hour notice to schedule on -site meeting. 12. Protective Fencing: All trees to remain, as noted on drawings, shall have protective fencing located at the tree's dripline. The protective fencing may be comprised of snow fencing, orange vinyl construction fencing, chain link fence or other similar fencing with a four (4) foot approximate height. The protective fencing will be located as indicated on the Tree Protection Detail(s). 13. Bark Protection: In situations where a tree remains in the immediate area of intended construction, the tree shall be protected by enclosing the entire circumference of the tree's trunk with lumber encircled with wire or other means that does not damage the tree. Refer to Tree Protection Detail(s). 14. Construction Pruning: In a case where a low hanging limb is broken during the course of construction, the Contractor shall notify the Landscape Architect immediately. In no instance shall the Contractor prune any portion of the damaged tree without the prior approval by the Landscape Architect. TREE SURVEY FIELD DATA NO. DIA. INCHES SPECIES (COMMON NAME) REMARKS 01 30 ELM TO REMAIN 02 36 PECAN TO REMAIN 03 6 ASH TO BE REMOVED 04 6 ASH TO BE REMOVED 05 6 ASH TO REMAIN 06 12 ASH TO REMAIN 07 12 ASH TO REMAIN 08 26 ELM TO BE REMOVED TREE TRUNK «�;, �, � �_ ._�,�`, s✓(� � - ::. O � TREE PROTECTION FENCE A NOT TO SCALE N (EXPOSED ROOTS TO BE CLEAN-CUT CLEANING ALL TRAYED' EDGES. WATER THOUROUGHLY PRIOR TO BACKFILLING WITH CLEAN TOPSOIL HAND DUG TRENCH �2 ROOT PRUNING DETAIL N.T.S. EXISTING TREE LEGEND PROTECTED TREES n BORDERLINE TREES TREES TO BE ALTERED TREE PROTECTION FENCING GROSS SITE AREA (678 ACRES): 29,531 S.F EXISTING TREE COVERAGE AREA 3,180 s.f, % OF SITE AREA 10.7% TREE PRESERVATION EXISTING TREE COVERAGE AREA REMOVED 891 s.f. % OF TREE COVERAGE 28.0% EXISTING TREE COVERAGE AREA PRESERVED 2,289 s.f. % OF TREE COVERAGE 72.0% GROSS R.O. W AREA: 0 S.F EXISTING TREE COVERAGE AREA 0 s.f. % OF SITE AREA 0% TREE PRESERVATION EXISTING TREE COVERAGE AREA REMOVED 0 % OF TREE COVERAGE 0% EXISTING TREE COVERAGE AREA PRESERVED 0 % OF TREE COVERAGE 0% 01 TREE CONSERVATION PLAN ® SCALE 1 "=30'-0" 0 15 30 60 ZA17-069 / Stjvoe 46moNf LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1333 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM -"'''' 10.09.2017 M z � Cl) J m Cl) Cl) W X O a~ —J W J _J J � a w= m O Ln Cl) r N ISSUE: FOR APPROVAL 08.28.2017 CITY COMMENTS 09.15.2017 CITY COMMENTS 10.09.2017 DATE: 10.09.2017 SHEET NAME: TREE CONSERVATION PLAN SHEET NUMBER: L.1 III II IIII II --------I--� -- (1) EXISTING RED OAK (2) EXISTING YAUPON TREES (34) EXISTING EASTERN RED CEDARS- 4" CAL. TO BE REMOVED EAST SOUTH LAKE BOULEVARD (F.M. 1709) (3) EXISTING LIVE OAKS CAL. TO BE REMOVED (1) EXISTING (3) EXISTING CEDAR ELMS RCU umr\ (1) EXISTING (2) EXISTING ASH TREES 6" CAL. TO BE REMOVED (3) EXISTING YAURON TREES XISTING J RFF) ()AK I �5) I — \ (2) EX�SANG YAUP NITREES IE- __T REST_ 7,596 SF I � I I ,�►�. ()STING NYRT E _LL C RETA 7,851 C DEMOLITION NOTES 1. PROVIDE DEMOLITION, SALVAGE AND PROTECTION OF EXISTING STRUCTURES, SURFACES AND TREES AS SHOWN ON THE DRAWINGS. 2. BEFORE SUBMITTING PROPOSAL, VISIT AND EXAMINE SITE TO DETERMINE ACTUAL NATURE AND SCOPE OF DEMOLITION AND SALVAGE WORK. CLAIMS FOR EXTRA COMPENSATION ON ACCOUNT OF ADDITIONAL LABOR MATERIALS OR EQUIPMENT REQUIRED FOR DIFFICULTIES ENCOUNTERED IN DEMOLITION AND SALVAGE WILL NOT BE RECOGNIZED. 3. PRIOR TO DEMO, DISCONNECT AND CAP OFF UTILITIES AND SERVICE LINES NOT REQUIRED FOR NEW CONSTRUCTION IN ACCORDANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES ORDINANCES AND REGULATIONS. 4. ERECT NECESSARY BARRICADES, STORING AND PROTECTIVE MEASURES AS REQUIRED. 5. MATERIALS AND DEBRIS RESULTING FROM DEMOLITION OPERATIONS BECOME THE PROPERTY OF THE CONTRACTOR. PLEASE REMOVE FROM SITE. 6. REMOVE PAVEMENTS, AND STRUCTURES TO THE DEPTHS OF THEIR SUB -STRUCTURE. 7. LEAVE CONSTRUCTION AREA CLEAN AND READY TO USE BY OTHER TRADES. 8. REMOVE PAVEMENT SUB -BASE TO THE DEPTH OF THE BASE MATERIALS. 9. DO NOT REMOVE OR DAMAGE TREES UNLESS NOTED TO BE REMOVED. ALL TREE PROTECTION DEVICES SHALL BE IN PLACE PRIOR TO DEMOLITIONACTIVITIES. ANY DEMOLITION ACTIVITIES REQUIRED WITHIN THE DRIPLINE OF TREES TO BE SAVED SHALL BE CAREFULLY REMOVED BY HAND LABOR, REPORT ANY TREE DAMAGE TO THE LANDSCAPE ARCHITECT. 10. PRIOR TO BEGINNING DEMOLITION, CONTRACTOR SHALL PROVIDE COVERINGS FOR EXISTING SITE ELEMENTS REMAINING TO PREVENT DAMAGE. ANY SITE ELEMENTS SCHEDULED TO REMAIN WHICH ARE DAMAGED BY THE CONTRACTOR'S ACTIVITIES SHALL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 11, PROVIDE DEMOLITION OF EXISTING SITE ITEMS AS SHOWN ON THE DRAWINGS. COMPLETELY REMOVE ITEMS TO 8" BELOW GRADE AND HAUL AWAY ALL REFUSE. TREE DEMOLITION LIST (4) LIVE OAKS- 5 " CALIPER TO BE REMOVED (12) CEDAR ELM- 4"-5.5" CALIPER TO BE REMOVED (34) EASTERN RED CEDAR- 8' HEIGHT TO BE REMOVED (3) ASH TREES- 6" CALIPER TO BE REMOVED REFER TO SHEET L.3 FOR PROPOSED TREE PLAN DEMO LEGEND EXISTING TREES TO BE 1 \ / REMOVED 01 LANDSCAPE DEMO PLAN ® SCALE 1"=30'-0" 0 15 30 60 ZA17-069 Stiulio-Gr¢ewt�ot LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1333 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM — 10.09.2017 Z � m Q LL x 0/ Q uJ �- I..L J LLI J j J � � =:) MQ W LLB 0 Lo (/) CV ISSUE: FOR APPROVAL 08.28.2017 CITY COMMENTS 09.15.2017 CITY COMMENTS 10.09.2017 DATE: 10,09.2017 SHEET NAME: LANDSCAPE DEMO PLAN SHEET NUMBER: L.2 (2) EXISTING CEDAR ELMS — — III I I EAST SOUTHLAKE BOULEVARD (F.M. 1709) -- -- -----tt1-t-7 I -- -- -- -- -- -- II II (3) EXISTING LIVE OAKS (3) EXISTING (3) EXISTING CEDAR ELMS RED BUDS (3) EXISTING —\ (5) EXISTING LIVE OAKS YAUPON TREES (1) EXISTING RED OAK I 2) EXISTING EA RED OAK (1) EXISTING (3) EXISTING YAUPON TREES — — �5)-EXISTING El — — (2) EX S�NG YAUPNITREES \\ \ I I I Full u II II � I. I GENERAL LAWN NOTES 1. FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL PLANS. 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON -SITE CONSTRUCTION MANAGER. 4. IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION, KNOWN AS BOTTOM AND SOIL, FREE FROM LUMPS, CLAY, TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES, CONTAINING NO SALT AND BLACK TO BROWN IN COLOR. 5. ALL LAWN AREAS TO BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION. 6. ALL ROCKS 314" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. SHALL BE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION 7. CONTRACTOR SHALL PROVIDE (1") ONE INCH OF IMPORTED TOPSOIL ON I ALL AREAS TO RECEIVE LAWN. SOLID SOD NOTES 1 FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED. FF LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL DESIRED GRADE IN PLANTING AREAS AND 1" BELOW FINAL GRADE IN TURF AREAS. 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM SLO ES AND OTERBREAKS IN BOTTOM GRADE. CORRECT RED OF 7,5( IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO / COORDINATE OPERATIONS WITH ON -SITE CONSTRUCTION MANAGER. I I I I J11 EXISTING EPE N�YRT II l j,C�CIS�ING l T _DiOA KS I � III I I i T II I II RE' 4. CONTRACTOR TO COORDINATE WITH ON -SITE CONSTRUCTION MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL. 5. PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 6. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 7. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 8. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 9. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. 10. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, ALL SOD AREAS TO BE OVER -SEEDED WITH WINTER RYEGRASS, AT A RATE OF (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. PLANT MATERIAL SCHEDULE LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. 4. CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 5. ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. 6. ALL LANDSCAPE AREAS TO BE 100% IRRIGATED WITH AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL INCLUDE RAIN AND FREEZE SENSORS. 7. ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. LANDSCAPE TABULATIONS LANDSCAPE SITE AREA Total Building Square Footage: 20,122 s.f. Requirements: The amount of landscape area required of the lot shall be based on 50 % of the s.f. of building Required Provided 10,061 s.f.(50 %) 31,215 s.f. PLANTING REQUIREMENTS Requirements: The following plants shall be required, at a minimum within the required interior landscape area at the ratio indicated. A minimum of 75 % of all required interior landscape area and plant material must accure in the front yard. One (1) canopy tree per 500 s.f. One (1) accent tree per 250 s.f. One (1) shrub per 40 s.f., 3 gal. Groundcover - 15 % of required area, 4" pots Seasonal Color - 2 % of required area, 4" pots Required Provided Provided in Front Yard ( 20) canopy trees ( 16) canopy trees & (4) Existing Tree Credits ( 10) canopy trees & (4) Existing Tree Credits ( 40) accent trees, 6' ht. ( 28) accent trees, 6' ht. & (6) Existing Tree Credits ( 18) accent trees, 6' ht. & (6) Existing Tree Credits ( 249 ) shrubs, 3 gal. ( 263 ) shrubs, 3 gal. ( 236 ) shrubs, 3 gal. (1495 sf ) groundcover, 4" pots ( 2,075 sf ) groundcover, 4" pots ( 2,075 sf ) groundcover, 4" pots ( 200 sf ) seasonal color, 4" pots ( 200 sf ) seasonal color, 4" pots ( 200 sf) seasonal color, 4" pots 7,475.85 s.f. in front yard (75 %) 14,912 s.f. in front yard (75 %) BUFFERYARDS Southlake Boulevard (F.M. 1709): (330.3 I.f. / 20' width /'0') Required Provided (Existing from previous phase) (12 ) canopy trees ( 8) canopy trees & (4) Existing Tree Credits ( 9 ) accent trees ( 9) accent trees ( 42 ) shrubs 3 gal. ( 42 ) shrubs 3 gal. 36" ht. shrub hedge 36" ht. shrub hedge East Property Line: (447.3 I.f. / 5' width /'A') Required Provided (Existing from previous phase) ( 5) canopy trees ( 5) canopy trees ( 9) accent trees ( 9) accent trees ( 36 ) shrubs 3 gal. ( 36 ) shrubs 3 gal. *Planting Provided within South Bufferyard South Property Line: (341.83 I.f. / 10' width /'B'- 20' wide buffer provided) Required Provided (7 ) canopy trees ( 7) canopy trees (11) accent trees ( 9) accent trees ( 35) shrubs 3 gal. ( 38 ) shrubs 3 gal. * 20% REDUCTION BASED ON 10' BUFFER WIDTH West Property Line: (447.16 I.f. / 5' width /'A') Required Provided (Existing from previous phase) ( 5) canopy trees ( 5 ) canopy trees ( 9) accent trees ( 10) accent trees ( 36 ) shrubs 3 gal. ( 36) shrubs 3 gal. PARKING LOT: ( 165 spaces) Requirements: Based on percentage of parking located between building facade and ROW. (25% - 75% = 20 s.f. per space) Required Provided 3,300 s.f. 3,979.65 s.f. TREES TYPE QTY COMMON NAME BOTANICAL NAME SIZE REMARKS CE CM ERC LO RO 10 10 34 8 3 Cedar Elm Crepe Myrtle- Dallas Red Eastern Red Cedar Live Oak Red Oak Ulmus crassifolia Lagerstroemia indica 'Dallas Red' Juniperus virginiana Quercus virginiana Quercus shumardii 5" cal. 8' ht. 8' ht. 5" cal. 4" cal. B&B, 16' ht., 6' spread min., 5' clear trunk container or b&b- 5' spread 3-5 trunks max., tree form B&B, 6' spread, full to base, uniform columnar shape container, 16' ht., 6' spread, 5' clear straight trunk container, 14' ht., 6' spread, 5' clear straight trunk SHRUBS TYPE QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS DYH 106 Dwarf Yaupon Holly Ilex vomitoria 'nana' 5 gal. container grown, 20" ht., 20" spread GROUNDCOVERS TYPE I QTY COMMON NAME BOTANICAL NAME SIZE REMARKS '419' Bermudagrass Cynodon dactylon '419' Solid Sod refer to notes NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. 01 LANDSCAPE PLAN ® SCALE 1 "=30'-0" 0 15 30 60 ZA17-069 / LANDSCAPE ARCHITECT 1333 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM —"'''' 10.09.2017 ��J Z � J m N occ LLJ O a~ W -j W 0 _ � Q J J O = Q Cl) Wo Ln Cl) lr�_ ISSUE: FOR APPROVAL 08.28.2017 CITY COMMENTS 09.15.2017 CITY COMMENTS 10.09.2017 DATE: 10.09.2017 SHEET NAME: LANDSCAPE PLAN SHEET NUMBER: L-3 II IIII IIII IIII EAST SOUTHLAKE BOULEVARD (F.M. 1709) —----�iT 1II7III 17—---------------- I II II II III (3)EXISTING LNE OW(S (3)EXISTING 1— — � 411 \ � I _- -'- - I I I I I I — I I I I I I I� I I I II I I I I J CE MISTIN �EXSTING RED BUM. —Pm E—OAKS �mom offil �� 1) EXISTING 0OAK EXISTING D OAK EXISTING EPE MYRTLE MINI IA DECOMPOSED EXIS RED ------------------ SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURFAREAS L� GENERAL LAWN NOTES 1. FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL PLAINS. 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3, ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF1-BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ONSITE CONSTRUCTION MANAGER. 4. IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION, KNOWN AS BOTTOM AND SOIL, FREE FROM LUMPS, CLAY, TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES, CONTAINING NO SALT AND BLACK TO BROWN IN COLOR. S ALL IAWNAREAS TO BE FINE GRADED, IRRIGATION TRENCHES COMPL IFMLYSETTLED, AND FINISH GRADEAPPROVED BY ME OWNER'S CONSTRUCTION MANAGER OR ARCHITECTPRIOR TO INSTALLATION. 8. ALL ROCKS 3l4' DIAMETERAND LARGER, DIRT CLODS, STICK$ T— CONCRETE SPOILS,ETC. SHALL BE REMOVED PRIOR TO PLACING TOPSOIL AND ANYLAWN INSTALLATION T. CONTRACTOR SHALL PROVIDE(11 ONE INCH OF IMPORTED TOPSOIL ON \ ALL AREAS TO RECEIVE LAWN. IIII SOLID SOD NOTES 1 FINE GRADEAREASTOACHIEVE FINALCONTOURS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3• BELOW FINAL DESIRED — GRADE IN PIANTING AREAS AND 1- MEOW FINAL GRADE IN TURF — — (1) EXISTING — — — — — — — — — \ \ I AREAS. REDOAK \ \\ III \ I I 2, ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM (1)EXISTING \ I BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM REDOAK \ L RES OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT rT�—� ,ESL IRREGULARITIES AND AREAS MERE WATER MAY STAND. — _I 3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN — _ — — MAXIM1' UM OF BELOW FINAL FINISH GRACE. CONTRACTOR TO g / COORDINATE OPERATIONS WITH ON SITE CONSTRUCTION (1)EXISTING MANAGER. 4 CONTRACTOR TOCOOROINATE WITH TONSTRUCTON MANAGER FOR AVAILABILITY OF EXISTING INGTOPSPSOIL. 5. PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ME TOUCHING. TOP DRESS JOINTS BY ISTING HAND WITH TOPSOIL TO FILLVOIDS. LIVEOAKS J 6. ROLL GRASS AREAS TO ACHIEVE SMOOTH, EVEN SURFACE, FREE xI -ram FROM UNNATURAL UNDULATIONS. () EXISTING T. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. (1) EXISTING SEE MYRI E I —I S. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL CREPE MYRTLEACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED TO: IJ MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A 9. VIGOROUS, HEALTHY CONDITION. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN _ I ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT E 6111 P Os / L FROM LOCAL SUPPLY IF NECESSARY. EXISTING %� 10, IF INSTALLATION OCCURS BETWEEN SEPTEMBER I AND MARCH I, (1) i 3),2K( ---{} ALL SOD AREAS TO BE OVERuSEEDED WITH WINTER RYEGRASS,AT EXISTING RED OAK i LNG ARATE OF (4) POUNDS PER ONE THOUSAND(IWO) SQUARE FEET. —N) RED OAK —_ E(3)E;ISTIG LIVE IG — II I (1) XIS NG I RE OAK RE. (1)EXISTI(1)RED TINGOAK I REDOAK I I I I I IMIT W RK I I r I I RO 1 1 SOLID SOD BERMUDA I —F J :RO —GRkl-P-ICAL-FOR-PLL �. LO - FJJ _TURFAREAS + II � �111 I I111! I I j] CIE i Id PLANT MATERIAL SCHEDULE TREES LANDSCAPENOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY MIGHT ECT OF MY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. 4. CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 5. ALL PIANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL EDGING. NOSTEELTOBEINSTALLEDAWACENTTOSIDEWALKSOR CURBS. 6. ALLIANDSCAPEARE TOBE100%IRRIGATEDWOHPN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL INCLUDE RAIN AND FREEZE SENSORS. T ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. LANDSCAPE SITE AREA Total Building Square Footage: 20,122 s.t Requirements: ReamouMoflaMscepeare mquiredofthelot s ilbebasedon50%ofthes.f.ofbuilding Required! ProvMed 10,061 SE(SO %) 31,215 af. PLANTING REQUIREMENTS Requirements: The following plarrashall be required, ate minimum within the required inNnor landscape area at the Nunn indicated. Aminimum of45%0 all required Internet Ianduape area and plant material must assume ththefrontyam. One (1) campy tree per 500 s.f. Ona(1) accent tree per 290 s.t One (1) shmb per 40 at, 3gal. Groundcover-15%ofrequiredarea,4'pors Seasonal Color-2 %of required area, 4' pots Required Provihtl Provided in From Yard (20)canopy trees (16) campy trees 6(4) Existing Trade Credits (10) canopy near a(4) Existing Tree Credits (40)ammdtraea, 8'ht. (28)accent Veer, 6 Id. S(6) Existing Tree Cma; (18) accam tree, Sht. 8(6) Existing Tree Credits (249) shrubs, 3 gal. (2113) shrub;, 301, (236) shmbe, 3 gal. (1495 at) groundmveq 4' pots (2,W5sf)gmundmveo4l` is (2,075af)groundmver,4'pots (200 at) seasonal color, 4' pots (2009) wewnal color, 4'" (200 sf) seasonal color, 4' pots 7,475.85s.f introntyard (75%) 14,912 at. in frent yard (T5led BUFFERYARDS Soulhble Boulavand(F.M.1T0i (330.311120'widthl'O) Required Provkded(Exislhg from previous phase) (12)canopytrees (8) canopy tees 8(4) ExaBng Tree Credits (9)amerdtrees (9)accent trees (42) shrubs 3 gal. (42) shrubs 3 gal. W'ht, shrub hedge 36• Id. shmb hedge Exit Property Line: (447,311.15'widthl'A) Required ProvMed(Exiting from previous phase) (5)canopy bear (5)canopy trees (9)acoemtrees (9)accent trees (36)shrubs 3 gal. (36) shrubs 3 gal. Ranting Prowded within South Bull South Propery Lthe: (341.83Lt I10'Wdth VU- 20' wice buffer provided) Required Provided (T)oropybaes (7)canopy trees• (11)aocembees (9)accent trees' (35)shrobe 3 gat (36) shrubs 3 gal. 20%REDUCTION BASED ON 10' BUFFER WIDTH West Property Line: (447.16 Lf. 16 width PN) Required Provkded(Existrg from previous phase) (5)canopy beer (5)canopytreers (9)acorMtreas (10)accent Vees (36)shrvba3gol. (W)shrubs3gal. PARKING LOT: ( 165 spaces) Requirements: Based on percentage m perking located beMreen building facade and ROW. (25%-T5%= 2D 31 per space) Required Powked 3,300 s.f. 3,979.0 of. TYPE QTY COMMON NAME BOTANICAL NAME I -SIZE REMARKS CE 10 Cedar Elm bannerannounce 5•cal, BBB, 16'M., 6 spread min, Folear trunk CM 10 Crepe Myrtle -Callas Red Lagemlroemia ingica'DaBas Red' 8'ht container or 68b- Sspread 35 trunks max., tree brm ERG 34 Eastern Red Cedar JuMpeme ventures B'III . BBB, IT spread full to base, uniform columnar shape LO 8 Uve Data Quercus vulgarians 5'cal, container, 16 In 6' spread 5' clear straight hunk RO 3 Red Oak Queros shumamii Peal. container, l4' In., 6' spread, Feuer straight hunk SHRUBS TYPE QTY, COMMONNAME SOTANICALNAME SIZE REMARKS DYH 106 DwadYaupon HMly llexvomdoda'rrena' 59al. container grown, 20' M, 20' spread GROUNDCOVERS TYPE QTY COMMON NAME - BOTANICAL NAME - SIZE - REMARKS '419'BermudagNurs Crosson dactylm'd19' Solid Soot mar to notes NOTE: Planthdisanaidlabiddersonly. Contractor shall vasty all quantities on plan. Allheightsandspreadsareminimums. All plant material shall meet merreal remarks as indicated. At trees to have straight ranks and be matching within varieties. ® 01 LANDSCAPE PLAN I SCALE�1•=30'-0' 0 15 30 B) ZA17.069 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1333 W. MCDERMOTT DR. ALLEN, TEXAS 75013 (469)3694448 CHRIS®STUDIOGREENSPOT.COM \ PN RSC4229cy^ 9 U T 7041 9rF OF tE 10092017 V Z � in m X W O/ Y LLj I L J LyJ U �Y J � � J o = Q Cn H W 0 C� 49 U) C � Y N ISSUE: FORAPPROVAL 08.26.209 CITY COMMENTS 0915.2017 CITY COMMENTS 1009.2017 DATE: 1009.2017 SHEET NAME: LANDSCAPE PLAN SHEET NUMBER: L33 0 WNER'S CER TIFICA TE S TA TE OF TEXAS A VIGA TION EASEMENT and RELEASE S TA TE OF TEXA S LOT 3, BLOCK l VILLAGE CENTER, PHASE l CAB. A, P. 3049, P.R.T.C.T. i LOT 2, BLOCK 1 FARRAR ADDITION CAB. A, P. 1975, P.R.T.C.T. WHEREAS, Green way-1 7091E/e ven Partners, L.P., and Greenway-1709/Eleven Partners ll, L.P., are the sole owners of a 3.287 acre tract of land situated /n the John Freeman Survey, Abstract 529, City of Southlake, Tarrant County, Texas, sold 3.287 acre tract being all of Lot 1, Block 1, Kimball Crossing, an addition to the City of Southlake, Texas according to the plot thereof recorded in Document No. 212098905, Plot Records, Tarrant County, Texas; said tract also being a portion of a called 11.208 acre tract of land conveyed to Greeway-17091Eleven Partners, L.P. by deed recorded in County Clerks Number D197109628 of the Deed Records of Tarrant County, Texas; said 3.287 acre tract being more particularly described by metes and bounds as follows; BEGINNING, at a cut "+" in concrete found for the northwest corner of said Lot 1, Kimball Crossing, said point also being the northeast corner of Lot 1, Block 1, of Ethan Allen 1709 Addition, an addition to the City of Southiake, Texas according to the plat thereof recorded in Cabinet A, Page I1456, Plat Records, Tarrant County, Texas; said point being also on the south right-of-way line of Farm to Market Road No. 1709, also known of as Southlake Boulevard, THENCE North 89 degrees 37 minutes 14 seconds East, with said south right-of-way line and the north line of said Lot 1, Kimball Crossing, a distance of 313.42 feet to a 5/8-inch iron rod with yellow plastic cap stamped "GSES INC., RPLS 4804" found for corner; said point being South 89 degrees 37 minutes 14 seconds West 42.00 feet from the northeast corner of said 11.208 acre tract, THENCE South 00 degrees 00 minutes 32 seconds West, parallel to and 42.00 feet perpendicularly distant from the east line of said 11.208 acre tract, a distance of 50.00 feet to a 5/8-inch iron rod with yellow plastic cap stamped "GSES INC., RPLS 4804" found for corner; THENCE, North 89 degrees 37 minutes 14 seconds East, parallel to and 50.00 feet perpendicularly distant from the south right-of-way line of said Southlake Boulevard, a distance of 30.00 feet to a cut "+" in concrete set for corner; THENCE, South 00 degrees 00 minutes 32 seconds West, parallel to and 12.00 feet perpendicularly distant from the east line of said 11.208 acre tract, at a distance of 322.29 feet passing a 5/8-inch Iron rod with yellow plastic cap stamped "GSES INC., RPLS 4804" found for the southeast corner of said Lot 1, Kimball Crossing; continuing, in all, a distance of 372.29 feet to a 5/8-Inch iron rod with yellow plastic cap stamped "GSES INC., RPLS 4804" set for corner; THENCE, South 89 degrees 37 minutes 38 seconds West, parallel to and 50.00 feet perpendicularly distant from the south line of said Lot 1, Kimball Crossing, a distance of 341.93 feet to a 5/8-inch iron rod with yellow plastic cap stamped "GSES INC., RPLS 4804" set corner; THENCE, North 00 degrees ll minutes 36 seconds West, at a distance of 50.00 feet passing a 5/8-inch iron rod with yellow plastic cap stamped "GSES INC., RPLS 4804" found for the southeast corner of said Lot 1, Ethan Allen 1709 Addition and the southwest corner of said Lot 1, Kimball Crossing, continuing, with the common line between said Lots 1, in all, a distance of 422.25 feet to the POINT OF BEGINNING, CONTAINING, 143,200 square feet or 3.287 acres of land, more or less. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS. COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: WHEREAS, Greenway 17091 Eleven Partners, L.P., and Greenway 17091 Eleven Partners ll, L.P., both Texas limited partnerships, hereinafter called "Owner" (whether one or morel, is the owner of that certain parcel of land situated in or within the extraterritorial jurisdiction of the City of Southlake, Tarrant County, Texas. being more particularly described hereon for all purposes: NOW THEREFORE, in consideration of the sum of ONE AND 00/l00 ($/.00) DOLLAR, and other good and 'valuable consideration, the receipt and sufficiency of which is hereby acknowledged and confessed, Owners do hereby waive, re/ease, quitclaim, and forever hold harmless the City of Southlake, Texas, a municipal corporation, hereinafter call "City", from any and all claims for damage of any kind that Owners may now have or may hereinafter have In the future by reason of the passage of all aircraft ("aircraft" being defined for the purposes of this instrument as any contrivance now known or hereinafter, invented, used, or designed for navigation of or flight in the air) by whomsoever owned and operated, in the air space above Owner's property, as hereon before described, and above the surface of Owner's property such noises, vibration, fumes, dust, fuel, and lubricant particles, and all other effects that may be caused by the operation of aircraft landing at or taking off from, or operating at or on the Dallas/Fort Worth International Airport, and Owner's do hereby fully having remiss, and re/ease any right or cause of action which it may now have or which It may in the future have against the City, whether such claim be for injury to person or damage to property due to noises, vibration, fumes, dust, fuel and lubricant particles, and all other effects that may be caused or may have been caused by the operation of aircraft landing at, or taking off from, or the operation and/or maintenance of aircraft or aircraft engine at or on said Dallos/Fort Worth International Airport. It Is agreed that this re/ease shall be binding upon the Owner, their heirs and assigns, and successors in interest with regard to said property located in or on the extraterritorial jurisdiction of the City of Southlake, Tarrant County, Texas, running with the land, and shall be recorded in the Deed Records of Tarrant County, Texas. Executed this day of November, A.D. 2017. Greenway 17091 Eleven Partners ll, L.P., a Texas limited partnership By: Greenway 17091 Eleven Partners, Inc., a Texas corporation, Its Genera/ Partner By: Name: Gerald H. Stool Title: President SURVEYOR'S CERTIFICATION THIS is to certify that, Robert W. Schneeberg, Registered Professional Land Surveyor of the State of Texas, having platted the above subdivision from an actual survey on the ground; and that all lot comers, and angle points, and points of curve shall be properly marked on the ground, and that this plat correctly represents that survey made by me or under my direction and supervision. THAT, Greenway-17091 Eleven Partners, L.P., and Greenway-17091 Eleven Partners lI, L.P., do hereby adopt this plat designating the herein -above described property as Lot IR, Block 1, Kimball Crossing, an addition to the City of Southlake, Tarrant County, Texas, and do hereby dedicate the rights -of -way, alleys, parks and easements shown thereon to the public's use unless otherwise noted. This plat does not increase the number of lots or alter Robert W. Schneeberg or remove existing deed restrictions or covenants, if any, on this property. There are no R.P.LS. No. 4804 liens against this property. Greenway 17091 Eleven Partners ll, L.P., a Texas limited partnership By: Greenway 17091 Eleven Partners, Inc., a Texas corporation, its Genera/ Partner By. Name: Gerald H. Stool T/t/e: President S TA TE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, on this day personally appeared Gerald H. Stool, President, of Greenway 17091 Eleven Partners, Inc., as Genera/ Partner of Greenway 17091 Eleven Partners ll, L.P., a Texas limited partnership, known to me to be the person whose name is subscribed to the above and foregoing instrument, and acknowledged to me that he executed the same for the purposes and consideration expressed and in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the day of November, 2017. Notary Public Commission expires: APPROVED BY THE CITY COUNCIL DA TE. MA YOR: CITY SECRETARY: The purpose of this Plat Revision is to enlarge the previously platted Lot l, Block l, Kimball Crossing. This plat does not increase the number of lots or alter or remove existing deed restrictions or covenants, If any, on this property. NO TE. l.) Selling a portion of any lot within this addition by metes and bounds Is a violation of state low and city ordinance and is subject to fines and withholding of utilities and building permits. 2.) The City of Southlake reserves the right to require minimum finish floor elevations on any lot contained within this addition. The minimum elevations shown are based on the most current Information available at the time the plat is filed and may be subject to change. Addition lots, other than those shown, may also be subject to minimum finish floor criteria. 3.) The owners of all corner lots shall maintain sight triangles in accordance with the City Subdivision Ordinance. 4.) Bearing system for this plat are based upon the south line of F.M. 1709, bearing North 89 degrees 37 minutes 14 seconds East, as shown on plat referenced hereon. 5.) Compliance with the provisions of the City's Storm Drainage Policy does not relieve a person of the responsibility of complying with all other applicable laws, including, but not limited to, Section 11.086, Texas Water Code. APPROVED BY THE PLANNING 8 ZONING COMMISSION DA TE: CHAIRMAN. P8Z SECRETARY: F. R0A-D No >70 9 ( 130' PUBLIC RIGHT-OF-WAY 1 T. MAHAN SURVEY ABSTRACT NO. 1049 _ JOHN FREEMAN SURVEY ABSTRACT NO. 529 Poin f o f CITY OF SOUTHLAKE WATER, Beginning p SANITARY SEWER AND DRAINAGE EASEMENT 10' UTILITY EASEMENT 16' PEDESTRIAN 15' SANITARY CUT IN 10' UTILITY EASEMENT c�DOC. No. D212071105, D.R.T.C.T. D CAB. A, P. 7075 ACCESS EASEMENT SEWER EASEMENT CONCRETE FOUND CAB. A, P. 11456 P.R.T.C.T. CAB. A, P. 11456 V. 12747, P. 419 DRAINAGE EASEMENT 15' SANITARY P.R.T.C.T. 5/8" IRON ROD P.R.T.C.T. D.R.T.C.T. DOC. No. 212098905, SEWER EASEMENT W/"GSES INC., RPLS 4804' 3/8" IRON P T , „ CAB. A, P. 11456 � CAP FOUND ROD FOUND N 89°37'/4" E 237.00' N �°3z 74 E _ _ _ _ _ 3/3.42 — — 7- T — 42.0' — — —� __ __ ____ __ ___ X=4= ---------------T-- ------------�- --- ----I 1 T 15' UTILITY EASEMENT CAB. A, P. 11456, P.R.T.C.T.1 — 1\ 50.00' — _ I-� z o — — — — — — — — — — — — — -�------- �0 15' DRAINAGE EASEMENT \ / 20' PIPELINE EASEMENT I I 1 z N o 1 I I I I CAB. A, P. 7075 \ \ I 1 \ \ / / INST. No. D208443619 \ \ 1 g w -I� P.R.T.C.T. 50' BUILDING SETBACK i \� / / 50' BUILDING SETBACK R.T.C.T. o 20' DRAINAGE EASEMENT I I / 24' COMMON ACCESS 5/8" IRON ROD Z I 1 o v a w1 1 I 1 V. 14740, P. 75, D.R.T.C.T. 1 1 I \ \ / / EASEMENT W/"GSES INC., RPLS 4804" I "+" CUT INv Q 01 5'x3O' T.U. EASEMENT 1 1 k CAB. A, P. 11456 CAP FOUND ° �� 1 CON RETE FOUND Q 1 I I V. 10648, P. 713, D.R.T.C.T.� I P.R.T.C.T. N 89 37 /4 w I I 11 �I 30.00' ) 24' COMMON 1 1 ACCESS EASEMENT 1"----------- \�� I I 1 I 1 1 I I I I / L — - — — — — — — — — — I- v CAB. A, P. 11456 Z / \ 1 I N Z> cr 1 1 I z I I / I 15' DRAINAGE EASEMENT I w Z P.R.T.C.T. w 1 v 1 1 1 1 2 1 t 1 DOC. No. 212098905, P.R.T.C.T. 1 1 w to N I VISIBILITY SETBACK LINE 1 1 Q o I 1 1 LOT 1, BLOCK l w� I tV I // INST. No. D206305196 I (� I o o I I - I N I D.R.T.C.T. 1 r\ I ETHAN ALLEN 1709 ADDITION �h% I o I a Kb I I w 0 a I I I I I I o I 6 GREENWAY-1709/ELEVEN ll LP ONCOR EASEMENT 1 I o 0 1 CAB. A, P. 11456 z ' "•' tQ DOC. No. D197/09628 U w 1 1 a U 1 1 w I~ AND RIGHT-OF-WAY �� 1 1 1 1 N P.R.T.C.T. Z INV =�•` P,t D.R.T.C.T. DOC. No. 213071506, I o (n I I N I 7°°0 I ::I�� �� I ��.r'^`�r� I I 1 NWoYx D.R.T.C.T. I Q k I ^ I I �_ I w �✓ ,-:�.� �-!• �;; L O T IR, BL OCK I I I o x O 1 w a I U ��'� • rr KIMBALL CROSSING 7'x15' DRAINAGE�1 1 I x Z 1 M 1 24' COMMON 1 o I w p e% .�..i1 %♦ ,.�,:• ACCESS EASEMENT ~ U' 0'CID 143,200 sq, ft, 3.287 acres EASEMENT I 1 0 1 Q Z 1 1 N 1 a w rn ,' y,.rJ. DOC. No. D7 m 1 CAB. A, P. 11456 1 N 1 I- I U p O 1 P.R.T.C.T. 1� o m I U w I r- 212098905, i I I I h 1 o Y Q I 131 I I 'h 1 a N rsz�,1 fi' P.R.T.C.T. N Z I F_ 1 1 M 1 k O I ti 1 O 1 1 1 24' ACCESS EASEMENT J DOC. No. 212098905, I 1 I Y IY vv j a I of I I I I P.R.T.C.T. '� `O %V � 1 01 1 I I I I 15'x30' UTILITY 15' DRAINAGE EASEMENT / / I m Z1 I EASEMENT DOC. DOC. No. 212098905, , 1J No. 212098905, P.R.T.C.T. / �I 1 1 Im Z MMON J I 1 1 1 ACCESS EASEMENT f ( I I I I P.R.T.C.T. r� / / I 1 Lll 1 I 1 N \ CAB. A, P. 11456 1 1 I I 20' DRAINAGE EASEMENT I 1/ // 1 O ~ I 1 w v_ \\ \\ P.R.T.C.T. L— J I INST. No. D206305197 1 1 r O I 1 \ \\ I I I D.R.T.C.T. I I Jam \ �— -----�--�---------------- WZ ---------- ----- -L-------- -T— 1 I �w I oQ�-------W-I-- +—------------------------------------ 3� � I N- W0 J L— J 15' UTILITY EASEMENT M 1 0 I � � w o I I CAB. A, P. 11456 L J M I \ \ DOC UTILITY 212098905NT 1 � � z 0 = 1 1 P.R.T.C.T. P.R.T.C.T. M 1 1 o N Z 0 15' UTILITY EASEMENT 1 O 1 Q 1 I I 1 CAB. A, P. 11456 O 1 O 1 o w o z 1 P.R.T.C.T. o f- I---h�15' DRAINAGE O 1 1 Q Z pC� EASEMENT I 1 a 5' UTILITY EASEMENT 20' DRAINAGE EASEMENT I 1 1 DOC. No. 212098905, 1 1 1 20' DRAINAGE EASEMENT INST. No. D206305197 I 1 1 1 P.R.T.C.T. RECORDING UNKNOWN 1 I 15' DRAINAGE EASEMENT D.R.T.C.T. 1 14983, 405 5' UTILITY EASEMENT D.R.T.C.T. 1 I I INST. No. 214010496 1 D.CAB. A, P. 11456 1 1 W/8"GSES INC., RPL" IRON OSD4804" 1 1 3/8" IRON 1 D.R.T.C.T. P.R. T.C.T. _ _ FOUND W/CAP1 L� �— 1 1 L-------------— — — — — — — — — — — — — — CAP FOUND 1 I 1 — ----- _ — --- 237.38' — ----- I t _J I —J N 89°37'38" E --- ��' ' ''------ -- "-----— — — — — — — — — — — +-I 5/8" IRON ROD I /EL4 �•%� 20' DRAINAGE EASEMENT W/'GSES INC., RPLS 4804' I O v GREENWAY-1709/ELEVEN LP y se`'— INST. No. D206305197 DOC. N. T.C.T.D19719628 ► y O CAP FOUND p l5' DRAINAGE D.R.T.C.T. � ►v`�✓ L�j D.R.T.C.T. O EASEMENT ►�1 CO} 5/8" IRON ROD N / /� /B Y THIS PL A T) ti 1r}' W / "GSES INC., RPLS 4804' 1 �C �' CAP SET 1 O Q cp to EL I EL 6 �� 1 J O cv S 89 °37'38" W 34L 93' 1 I N m J N Ct 5/8" IRON ROD GREENWAY-1709/ELEVEN LP I to N m Z W/ "GSES INC., RPLS 4804" DOC. No. D197109628 1 O D. R. T C. T. CAP SET 1 O Li 1 O _J O J J O 3 r m W Y J o Q X a 0:Pv co W V �t1 STATE HIGHWAI 114 ¢ I- Z S THLAKE BLVD W V F.M. ROAD No. 17 CD a J J ' lTE WESTMONT DR FOR ST HILLS o a o Y KINGS BROOK F F N BUG A DY CT W W 3 W VICINITY MAP NTS 40 0 40 80 Scale in Feet 1" = 40P THIS PLAT FILED AS INSTRUMENT NO. EASEMENT LINE TABLE LINE LENGTH DIRECTION ELI 28.09' N 89'37'38" E EL2 64.02' N 25°28'33" E EL3 15.11' S OO'H 36" E EL4 9.39' N 89°37'38" E EL 5 4 7.22' S 25 °28'33" W EL 6 /6.6 7' S 89 °37'38" W OWNER\DEVELOPER: GREENWAY-1709/ELEVEN LP GREENWAY-1709/ELEVEN II LP Attn. Christy Hammons 2808 Fairmount, Suite 100 Dallas, Texas 75201 Office: 214-880-9009 DA TE Fax: 214-880-0188 PLAT REVISION KIMBALL CROSSING LOT IR, BLOCK 1 CONTAINING 3.287 ACRES BEING A REPLAT OF LOT 1, BLOCK 1 KIMBALL CROSSING DOC. No. 212098905, P.R.T.C.T. OUT OF THE JOHN FREEMAN SURVEY, ABSTRACT NO. 529 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CASE NO.: ZA17—___ SHEET 1 OF i ATTN. Robert Schneeberg Gonzalez & Schneeberg 2100 Lakeside Boulevard engineers surveyors Suite 200, Richardson, Texas 75082 - (972) 516-8855 TX ENGINEERING FIRM REG. NO. F-3376 TX SURVEYING FIRM REG. NO. 100752-00 SCALE DATE PROJ. NO. DWG. NO. 1" = 40' NOVEMBER, 2017 4053-17-04-17 4053plat-2017.dwg