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Item 7A - PlansVICINITY MAP NOT TO SCALE SYMBOL DESCRDn7ON & CLEAN OUT Em ELECTRIC BOX FIRE HYDRANT IRRIGATION CONTROL VALVE # LIGHT POLE -Cy- SIGN @ STORM DRAIN MANHOLE 0VT1 TELEPHONE VAULT m UTILITY MARKER M WATER METER g WATER VALVE YARD LIGHT X FENCE -EX-FO EX -FO- BURIED FIBER OPTIC -EX-GAS--EX-GAS- BURIED WATER LINE DENIED ACCESS \. \� EDGE OF ASPHALT (CM) = CONTROLLING MONUMENT C.C.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER D.R_T.C.T. = DEED RECORDS, TARRANT COUNTY, TEXAS P_R_T.C.T. = PLAT RECORDS, TARRANT COUNTY, TEXAS 100 YEAR FLOOD AREA = 500 YEAR FLOOD AREA AQC 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335,1 121 FIRM REGISTRATION 10098100 DATE: FEBRUARY 10, 2017 R=90.t CH=N13'03 109 ELECTR BOX & FIBER OPTIC kARKER rN WALL NDERPASS A---9918'40" I' L=156.00' WE 137.19' A= 6'26' 28" R=1452.40' L=163.28' CH=N33'22'03"W 163.19' PROPERTY DESCRIPTION BEING a tract of land situated in the U.P. Martin Survey, Abstract No. 1015, City of Southlake, Tarrant County, Texas, being all of Lot 1R1R2, Block 1, Sabre Group Campus Addition, an addition to the City of Southlake according to the plat recorded in County Clerk's Document Number D215221562, Plat Records, Tarrant County, Texas, being a port of that certain tract of land described by deed to Wilks South Lake Development, LLC., recorded in County Clerk's Document Number D213168121, Deed Records, Tarrant County, Texas, and containing a calculated area of 261,539 square feet or 6.004 acres of land, 0 ov ot lop O �S06'O6[11 "E f \r CgETE P ISO J \��- \f � - 1CCA•aB' NET 4tA,'EASEME�,12 .._ .. .'. -.-.-.'.-_'.' '_'----------------'.- �- •-•-.- - - - - "FGJ� ....' CON ..- j i i 1NE l2 \ o.d B A�S'jD \ E_ECTRIC ZONE "AE" SHADED y f�1PIPE AND 1 AsemFNT (100 YEAR FLOOD} R rt NETT CABLE FENCE �2A, SLI - \C ABtiNE12 0 21'10'45" �. �.R,T.c•T R=1419.5© L=524.71 -Vz Gni=N73'18'26"E 521.73' S08'1329"W� - — APPROXIMATE LOCATION OF 65 LDN AIRPORT OVERLAY LINE \ T 172'54 OV SCALED FROM PLAT RECORDED IN CABINET A, SLIDE 12216 PIPE AND P. R. T. C. T. i CABLE FENCE SEE DETAIL "A" j TEMPORARY FOR THIS AREA _ f CONSTRUCTION 1.5' WIDE ZONE "V" SHADED \ f FENCE BRICK WALL k \ ROQK SIGN [] OF 99 SOUTKLAKE" L_ tti 1` UNDERGROUND+ - GAS LINE 20' PIPELINE EASEMENTF --cOT 1R1 -R1, BLOCK -SABRE GROUP CAMPUS ADDITION THE SHAMROCK PIPE LINE CORPORATION _ _ -- C.C.D.-;NO. D2i52215fi$ D.R. T. C. T_ -- VOLUME 9006, PAGE 1152 S06;31'52"W P.R,T.C.T. �._ � y 2, BLOCK 1 182.88' _ _ TD AMERITRADE SERVICES COMPANY, INC, SABRE LGROUP OT 1 R1 RCAMPUS ADDITION C.C.D.--NO. D2'f5235061- \ - C_C.D_ NO. 0215221562 D.R.T.C.T. _ P.R.T.C.T. \ \ WILKS SOUTH LAKE DEVELOPMENT, LLC 1 C.C.D. NO. D213168121 D.R. T. C, T. OVERFLOW EASEMENT - j TRACT NO, C -256A - 11 VOLUME 4558, PAGE 505 D-R.T.C.T. SABRE GROUP CAMPUS - - CABINET A. SLIDE 7212 /� ZONE "X" SHADED P. R. T. C. T. I - (500 YEAR FLOOD)- - - - S28.07'09"W 50' BUILDING LINE , 10.m. CABINET A, SLIDE 7212 119.49 -- - DENIED ACCESS LINE \ P_R_T_C_T. ... VOLUME 9006, PAGE 961 \ ZONE "X" UNSHADED D.R.T.C.T. /4 X TEMPORARY T- w FON SETRUCTION t` 9 EN %Ptb4 r't,+ 546'33'55"W - — - — t?�� 120.10' - ZONE "X" SHADED ..;.:_^." - - - - - �,y�, \ ZONE "AE' SHADED (100 YEAR FLOOD) - - -- - ZONE "X" SHADED - - - ti (500 YEAR FLOOD) 01, \ . __. - � :::::-...._. _'....----•-.- - -- 10.d. .-57"W 10' UTILITY EASEMENT GABINET A, SLIDE 7212 - ZONE "AE" SHADED w - - P.R.T.C.T• s_ (100 YEAR FLOOD) / - r, - - - - - \ \ + - -- s \ + 4- _ SHEET 1 OF 2 50' 0 50' 100' SCALE FEET 1 "= - 50' DETAIL "A" Certification: I, the undersigned, hereby certify to Wilks South Lake Development, LLC. and Chicago Title Insurance Company, that this map is an accurate representation of an actual survey made on the ground under my direction and supervision in the month of February 2017. Stephe R. Glosup, R_P.L.S, Registered Professional Land Surveyor Texas Registration No. 5570 srg0du naway-assoc.com Date: February 10, 2017 Revision Date: February 17, 2017 (General Notes & Schedule B Notes, Flood Information and Building Setbacks) This certificate is revoked and the survey null and void if this document is altered in any manner, used by any person other than those addressed above or does not bear an original signature and seal of the Surveyor. IDr` ESTE r ia.j.•............. STEPHEN R. GLOSUP ................. ' • dpo 5570 s ; UR, \* j AN ALTA/NSPS LAND TITLE SURVEY OF Lot 1111112, Block 1 SABRE GROUP CAMPUS ADDITION An addition to the City of Southlake, according to the plat recorded in County Clerk's Document Number D215221562, Plat Records, Tarrant County, Texas. JOB NUMBER 8003283.001 VICINITY MAP NOT TO SCALE GENERAL NOTES: 1. The control for this survey is the Texas Coordinate System of 1983, North Central Zone, 4202, based upon GPS measurements, according to the Trimble GPS Reference Network. 2. According to graphical plotting of the Flood Insurance Rate Map for Tarrant County, Texas, Incorporated Areas, Panel 85 of 495, Map Numbers 48439CO085 K, Map Revised Date: September 25, 2009, the subject property is located in Zone "AE", Special Flood Hazard Areas (SFHAs) Subject To Inundation By The 1% Annual Chance Flood, defined as the 1% annual chance flood (100 year flood), also known as the base flood, is the flood that has a 1% chance of being equaled or exceeded in any given year. The Special Flood Hazard Area is the area subject to flooding by the 1% annual chance flood. Areas of Special Flood Hazard include Zones A, AE, AH, A0, AR, A99, V and VE. The Base Flood Elevation is the water -surface elevation of the 1% annual chance flood, Zone "X" Shaded defined as areas of .02% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood, and in Zone "X (unshaded)", defined as "Areas determined to be outside the 500 -year floodplain". This statement does not reflect any type of flood study by this firm. 3. The underground utilities shown hereon are based on visible appurtenant fixture. All buried or subsurface utilities either abandoned or in service may not be shown hereon. Caution should be used and all utility companies and municipal inspectors should be consulted prior to construction. PROJECT BENCHMARK: City of Southlake Monument # 11 aluminum disk set in the top of a concrete curb on the east side of a median island at the intersection of T.W. King Road and Kirkwood Boulevard. Elevation...........................................................................................583.01' SITE BENCHMARK: TBM # 100 X -Cut set on the west top of curb in the center of the nose of a median opening of Kirkwood Boulevard, 500' east of the intersection of Kirkwood Boulevard and the centerline of the east frontage road of State Highway 114. Elevation...........................................................................................586.16' D N 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1 121 FIRM REGISTRATION 10098100 DATE: FEBRUARY 22, 2017 An / TBM 100 ELEVATION = 586.16' A �O G R�GNNG 51 ' h 0 v8�\ Q P �Z� 5$ P �E g2 QQ� lb GPP O R C G 585 ` EX -FO S06'Ofi'1 .. ..... .. ...... . -+ + + '1 173 -=� _'— >- ------------ _84•--1' — + + + + ,1176 ! __------- ,--' -----'-_-- -�--�_- _- _----- + 1,77�850- . Gfl� 1178 rfi5 580'— -- ZONE +"AE' SHA+DED + + � + + (100 YEAR FLOOD) 1180 i' i �X --------------- --__---- _------ _ -_ ------,,,�\, 1183 �79/ _ _�JBI'------- ----- ----- X585'- _-----'-�.-- 192 — --- — ---- j --, _ ,------- ,�Sfi j T -1—G'45" . , �r — — j _ _ _ —699 Q 1 Q , 6136 1660 I 1 I ` / .� . \ . I ® ,�6� 58 _-- / ------ 0=�1 1-645 ,, — \ M ..\. s \\ 1 _---- s , IS 7�9 A 1 88 I m . .\ --- ,� r --- fF14�50 ,=�2:7a X59 >�0 8 a - Q ; v v vp �.. s. + -� + + + — / s e i/ 17p a l h 3 97 ------ / C -N-7J 1_T�� 21 02 0 / m / `��' / wu' I A I I f 1204 ,, � i --------585 ,, ,, _,-'',, ---'� ,,o, ; 6g �I ^� i V1 v.. w8+ II �508'13�i` W + + + 3' i — _- --- ,-' ,-'� , �- 1707 1706 II i v... 172.54 -0,-55 _— 203 ---------- -- — — —— —' . 17 8 /`vu'17�10 X195 'h.n.�' I Q a A 6 ./. 1 + + + + + J ��>rn.��,, _ — — — — _ -- / �`L / I A 1711. / I ------------ --- — 1720 ' ' ' / / 1 v I I I A 7 1 I ------ 1722 a 2 �I azcll1727 / / / `i.n.�/19 G�pJ — l IV, 3 1 1-r ��2 / / / l I / I I / I 31 2 I I .I. . . ./ ------------------- _, --' ' R/ ' 1733 / ZONE „X„ SHADED L . . ------ _ — / 7a7 I / c1- �n�Y . 176 -------------------- -----_ / _ __ e 17541 1725/ / 1 r / _�/ I , (500 YEAR FLOOD) I X211753 1'j 45 \V '217129 \ \\ Q 3181 M / N 11 I V + + + 5' —_ —__--- �'�� \ tV,.ns� \V A 1730 A I / 1 00 11 .•.I•. A / 59 I \00 w / + + + + - I yw ' -Q° - -8 --� 00 1752 n\\wsv - - - - - - — — — — — — —1,1738 ------ ------------ 1751 II1202 >QII /1 3188a II 1l APPROXIMATE LO ATION I'• OF ------- -----------7LDN AIRPORT OVLRL Y L INE e \ +i—� � + _++ — + + 0 17?75s �3166 ° \ 17g2 k' SCALED FROM AT'.R qORDED 60��aL20b3+ + - 19 1777 1755 IN CABINET r- 12216 778 u1759-�, 175� 1 c9 1 1 1�3 315 R.T.C.IT. 1760 /207 1�203 +------ 311629 rn 1j *,X7 + CP. 1 1 50 1638 1783 740 312 1635 _ 761 1744 1741 I d 3155 e 1 / 3204 31 31I/643163B30 1633 46 /,0 .5 ? 1634 3700 �3)45 g/ 37 + + + + 3099 6 1772'69 . . . . .. + T + 607' 1765 --583' \ \ V s \ �� L�V _ / / .1 1 1 ,o � u66 { 3094 3,4E o / I + _ 0=99'18'40" R= 0.00-t=1 56-00= CH=N13\ '55"E 137.19' \ \ \ \ \ \ \ \ / �t^� / I J I I I_ �l ' ' ' 3097 I I I 371 I 141 / I I / -f T X767 �"� � / / �� � � I I I � LOT 1 R1 R1, BLOCkC� TVT v , v v v Av v v mo / 3,0 / / // SABRE GRiOUP CAMPUS ADDITIION I r / / / I I i �D2&221562� T i A \V A A\ V A �� l a 3� 7 / / r " .I I I C.C.D. N0. \ v� A V A V A \ V 31 6� c1- . `> v ` v v `v v v ` �v v 9 sg 1646 / ,� �o I / 5'06.31 52 WI P.R.T C. T. Co \ \ \ \ 6�0, 1y� x'3091 i �� / / I I 31¢2 / / / ppb + + + + + 1640 / / \��,�" 31 / a/ 3134 1 / / / 1 2. U U /� 3084 o� "�n.� / // I / / 1 �. . 3083\ o,� , -- J/ i // // /� , I 1 // TD-MERITRA E SERVICqSS COMPANY, INC. + _ ,s4a 3086 s1 / ' ' O / / / / i C.C. NO. D2115235001 II '/' 31 s3— �� / // / / / I � / �<....D. R.T. C. T. 16411 I I I II r//1 3082 / l .x. . . . 1647 30$8 313 16 31 04 ' , 49 3y0 �09 b 1657 3105 / / I —,6501 1 307 /3'/�0=626e ' 0 1653 R=1452.4L=163. I +_ ��/ 312 ,65, CH=N33'22'03"W 163.19 /, % T 1RIP BLOC3072 I + + + + + + A \\ S�RE GRQUP CAMPUS ADDITION _---- � /' 307 / / ��/ 311$ / / )// / % � / TEMPORARY + + + + - ` -C.D. 40. D21522`I562----- - / 3068 3061 3076/' / // II //' / ZONE "X" SHADED P CONSTRUCTION v S P.R. T. a 4�? /� // / ' / / (500 YEAR FLOOD)I• + FENCE+ + + + + + \� v 166662 �s6 306 / /' /' ,� /' 1� / / / / 16 v / . + �- + + + + + V�ILK SOUT�i LAKE D€YELOPMENT, LLC , 1��' 166,4' �' i // /� // i r X vv� �cP. ` v /� `.C.C.D.vNO. D2131681_1.-'' ,rias ' °sss D.R>LC.T. ,-'1668 / / , » 1vv vv , ° 30 IbN( "X" UNSHADE�// 119.49' /' +/ 06 + + + + + + v/ / 056 V / 30612 663 // /' /l l/l ,' i t / /.•. .� ��� —� ° / / / <r 3038 / // / / .,. + + + 40 V. . \\ \ \\_ 163 / / // Q 3059 �/ / �/ /' / 3055 . • . • 3051 / + + + I� + + + _. \ V V —— vu , 3061 1674 + + + + + + + �Q� v X590'— �=�Tss 676 Mme' Q 3067 /. . �3oa'4 / / /. . V0��/ ie/1 1677 ��1� �l l/l / / ,,304 ./. + I + + + + + + / /1680 / / / ' �� 0 9/ + + + + + + + \ ' 1679/ i re + + + + / 1//S46 3 55 V�% � + + + + + + + + 12 .10' ' 3131 + + + + + CO + + + + + + + + + + ,o 0 \ / TEMQ'ORARY CONSTRUCTON + + + + + + + �/ o / .. . '41 FENCE ' �� ONE "AE" SHADED + + + + + + + + (100 YEAR FLOOD) + + + + + ' \ ZONE /"X" SHAD D ' (500/YEAR FLOG) .. I + .. i + + /.. —i� + i + + + + -I- ..... + + + ++ + + + + �� \ ................ ,.. - � \............. S37'02 7 W,/ �L moi\ ....\ .. �.... // _�_ 16805' + + + + + + + + + + + + �(_Q . / ZONE "AE" SHADED + + + + + + + + -i- _E_ + + 1 .. h -(100 YEAR FLOOD)1 17 + -� + + + + + + + + + d- \ �+ I \+ + + + + + + + + + + + + + �- SHEET 1 OF 2 40' 0 40' 80' SCALE FEET 1 "_ - 40' SYMBOL DESCRIPTION A CLEAN OUT ® ELECTRIC BOX .5 FIRE HYDRANT C-CX3 IRRIGATION CONTROL VALVE 0 LIGHT POLE -0-- SIGN STORM DRAIN MANHOLE ® TELEPHONE VAULT TREE ® UTILITY MARKER ® WATER METER g WATER VALVE 0 YARD LIGHT FENCE -EX-FO EX -FO— BURIED FIBER OPTIC -EX-GASEX-GAS- BURIED WATER LINE 7/i/�/rZ DENIED ACCESS \� \, \, EDGE OF ASPHALT C.C.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T. = PLAT RECORDS, TARRANT COUNTY, TEXAS = 100 YEAR FLOOD AREA = 500 YEAR FLOOD AREA A TOPOGRAPHIC SURVEY OF Lot 1R1R2, Block 1 SABRE GROUP CAMPUS ADDITION An addition to the City of Southlake, according to the plat recorded in County Clerk's Document Number D215221562, Plat Records, Tarrant County, Texas. JOB NUMBER B003283.001 Tag Number Species Caliper Size (inches) Stem Shot No. 301 Juniper 8 Single 3125 302 Juniper 18 Single 3123 303 American Elm 12 Single 3122 304 American Elm 22 Single 3051 305 American Elm 13 Single 3044 306 American Elm 24 Single 3043 307 Juniper 6 Single 3041 308 Live Oak 6 Single 3055 309 American Elm 14 Single 3056 310 American Elm 15 Single 3049 311 Juniper 10 Single 3131 312 Hackberry 6 Single 3130 313 American Elm 9 Single 3038 401 Post Oak 7,6 Multi 3069 402 Post Oak 6 Single 3067 403 Blackjack Oak 12,10 Multi 3066 404 Post Oak 9 Single 1665 405 Post Oak 6 Single 1664 406 Post Oak 7 Single 1667 407 Post Oak 10 Single 1668 408 Post Oak 6 Single 1669 409 Post Oak 8 Single 1666 410 Post Oak 12 Single 1864 411 Post Oak 7,5 Multi 1670 412 Post Oak 9,8,5 Multi 3062 413 Post Oak 7,5,4,4,3 Multi 3065 414 Blackjack Oak 8 Single 3061 415 Post Oak 12 Single 3060 416 Post Oak 10 Single 3063 417 Post Oak 8,5 Multi 3064 418 Post Oak 12 Single 3059 419 Blackjack Oak 14 Single 3057 420 Post Oak 19 Single 1680 421 Post Oak 15 Single 1679 422 Post Oak 12,6 Multi 1677 423 Post Oak 16 Single 1676 424 Post Oak 13,6 Multi 1675 425 Post Oak 7,5 Multi 1674 426 Post Oak 9 Single 1673 427 Post Oak 9 Single 3192 428 Post Oak 11,9 Multi 3190 429 Post Oak 15,14 Multi 3189 430 Post Oak 7 Single 3188 431 Post Oak 20 Single 3202 432 Post Oak 11 Single 3201 433 Post Oak 6 Single 3200 434 Cedar Elm 7 Single 3199 435 Cedar Elm 7 Single 3198 436 Cedar Elm 9 Single 1731 437 Post Oak 8 Single 3207 438 Post Oak 10 Single 3203 439 Post Oak 9 Single 3204 440 Post Oak 14 Single 3205 441 Post Oak 7 Single 3206 442 Post Oak 10 Single 1744 443 Post Oak 10 Single 3095 444 Post Oak 11 Single 3094 445 Post Oak 9,8 Multi 3093 446 Blackjack Oak 7 Single 3097 447 Post Oak 7,7,4 Multi 3098 448 Post Oak 10 Single 3102 449 Post Oak 6 Single 3092 450 Post Oak 9,8 Multi 3101 451 Cedar Elm 9,9,7,4,4 Multi 3133 452 Post Oak 8 Single 3088 453 Post Oak 8 Single 3111 454 Post Oak 8 Single 3110 455 Post Oak 9 Single 1 3109 456 Post Oak 6 Single 3108 457 Post Oak 7 Single 3103 458 Post Oak 11 Single 3104 459 Post Oak 8 Single 3105 460 Post Oak 25 Single 3106 461 Post Oak 8 Single 3107 462 Post Oak 7 Single 3113 463 Post Oak 8 Single 3112 464 Post Oak 7 Single 3114 465 Post Oak 8 Single 3077 466 Post Oak 10 Single 3076 467 Post Oak 6,6 Multi 3075 468 Post Oak 10,5 Multi 3074 469 Post Oak 9,6 Multi 3073 470 Post Oak 7,4 Multi 3071 471 Post Oak 14,12 Multi 3078 472 Post Oak 20,16 Multi 3115 473 Post Oak 13 Single 3134 474 Post Oak 14 Single 3136 475 Post Oak 9 Single 3138 476 Post Oak 6 Single 3135 477 Post Oak 6 Single 3137 478 Post Oak 8 Single 3139 479 Post Oak 10 Single 3140 480 Post Oak 8 Single 3143 481 Post Oak 14 Single 3144 482 Post Oak 6 Single 3145 483 Post Oak 15 Single 3142 484 Post Oak 16 Single 3141 485 Burr Oak 10 Single 3146 486 Post Oak 15 Single 3147 487 Post Oak 11 Single 3148 488 Post Oak 12 Single 3153 489 Post Oak 14 Single 3150 490 Post Oak 14 Single 3149 491 Post Oak 12 Single 3152 MNA%JLi1Ay 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1 121 FIRM REGISTRATION 10098100 DATE: FEBRUARY 22, 2017 TREE TABLE Tag Number Species Caliper Size (inches) Stem Shot No. 492 Post Oak 12 Single 3154 493 Post Oak 24 Single 3151 494 Post Oak 8 Single 3155 495 Post Oak 9 Single 3156 496 Blackjack Oak 8 Single 3191 497 Blackjack Oak 6,6 Multi 3164 498 Blackjack Oak 6,5,3 Multi 3163 499 Blackjack Oak 8 Single 3165 500 Juniper 16 Single 3166 560 American Elm 9 Single 3182 561 American Elm 22,14,6 Multi 3183 562 Post Oak 21 Single 3178 563 Post Oak 15 Single 3177 564 Post Oak 7 Single 3176 565 Bumelia 6 Multi 3175 566 American Elm 14,12 Multi 3179 567 Post Oak 17 Single 1687 568 Post Oak 9 Single 1692 569 Post Oak 7 Single 1689 570 Post Oak 9 Single 1693 571 Post Oak 7 Single 1691 572 Post Oak 8 Single 1690 573 Post Oak 6 Single 1688 574 Post Oak 6 Single 1694 575 Post Oak 6 Single 1695 576 Post Oak 8 Single 1699 577 Post Oak 6 Single 1698 578 Post Oak 7 Single 1700 579 Post Oak 7 Single 1697 580 Blackjack Oak 8 Single 1696 581 Post Oak 9 Single 1701 582 Post Oak 6 Single 1703 583 Post Oak 13 Multi 1702 584 Post Oak 15 Single 1709 585 Post Oak 7 Single 1710 586 Post Oak 6 Single 1727 587 Post Oak 8 Single 1708 588 Post Oak 6 Single 1707 589 Post Oak 7 Single 1720 590 Post Oak 8 Single 1721 591 Cedar Elm 6 Single 1724 592 Post Oak 8 Single 1725 593 Post Oak 12 Single 1723 594 Post Oak 7 Single 1722 595 Post Oak 7 Single 1728 596 Post Oak 6 Single 1747 597 Post Oak 7 Single 1746 598 Post Oak 9 Multi 1745 599 Post Oak 9 Single 1754 601 Post Oak 6 Single 1748 602 Post Oak 6 Single 1737 603 Post Oak 6 Single 1738 604 Cedar Elm 8 Single 1742 605 Post Oak 9 Single 1749 606 Post Oak 7 Single 1753 607 Post Oak 10 Single 1752 608 Post Oak 11 Single 1751 609 Post Oak 8 Single 1755 610 Post Oak 7 Single 1756 611 Post Oak 10 Single 1757 612 Post Oak 6 Single 1758 613 Post Oak 10 Single 1759 614 Post Oak 12 Single 1774 615 Post Oak 10 Single 1760 616 Post Oak 11 Single 1762 617 Post Oak 10 Single 1761 618 Post Oak 6 Single 1777 620 Post Oak 21 Single 1783 621 Post Oak 9 Single 1782 622 Post Oak 8 Single 1781 623 Post Oak 8 Single 1778 624 Post Oak 9 Single 1779 625 Post Oak 9 Single 1780 626 Post Oak 8 Single 1785 627 Post Oak 12 Single 1784 628 Post Oak 9 Single 1786 629 Post Oak 10 Single 1638 630 Post Oak 12 Single 1635 631 Post Oak 8,4 Multi 1634 632 Post Oak 8 Single 1633 633 Post Oak 7,3 Multi 1632 634 Post Oak 7 Single 1790 635 Post Oak 10 Single 1631 636 Post Oak 16 Single 1629 637 Hackberry 7 Single 1788 638 Post Oak 8 Single 1637 639 Post Oak 9 Single 1789 640 Blackjack Oak 6 Single 3197 641 Post Oak 21 Single 3194 642 Post Oak 12 Single 3193 643 Post Oak 7 Single 3195 644 Post Oak 23 Single 3196 645 Post Oak 16 Single 1733 646 Post Oak 6 Single 1732 647 Post Oak 14 Single 1730 648 Post Oak 18 Single 1729 649 Post Oak 6 Single 1734 650 Post Oak 16 Single 1736 651 Post Oak 7 Single 1735 652 Post Oak 11,6 Multi 1740 653 Post Oak 11 Single 1741 654 Post Oak 8 Single 3099 655 Post Oak 7 Single 3100 656 Post Oak 6,5 Multi 1 1765 SHEET 2 OF 2 Tag Number Species Caliper Size (inches) Stem Shot No. 657 Post Oak 10,9 Multi 1764 658 Post Oak 8 Single 1766 659 Blackjack Oak 8 Single 1767 660 Blackjack Oak 9,6 Multi 1768 661 Juniper 7 Single 1770 662 Blackjack Oak 7,6 Multi 1769 663 Post Oak 9 Single 1771 664 Blackjack Oak 9 Single 1772 665 Post Oak 10,7 Multi 1645 666 Post Oak 14 Single 1644 667 Post Oak 15 Single 1643 668 Post Oak 14,12,6,5 Multi 1642 669 Blackjack Oak 8 Single 1641 670 Blackjack Oak 8 Single 1639 671 Blackjack Oak 7 Single 1640 672 Post Oak 9,7,6 Multi 1657 673 Blackjack Oak 13,9 Multi 1656 674 Post Oak 10,9 Multi 1655 675 Post Oak 11 Single 1652 676 Post Oak 9 Single 1653 677 Post Oak 15,14 Multi 1646 678 Juniper 6 Single 1648 679 Juniper 8 Single 1647 680 Juniper 13 Single 3083 681 Post Oak 16 Single 3084 682 Post Oak 13 Single 3086 683 Juniper 6 Single 3087 684 Post Oak 10,9,6 Multi 3090 685 Post Oak 11,7 Multi 3091 686 Juniper 7 Single 3089 687 Post Oak 7 Single 3082 688 Post Oak 6,5 Multi 3080 689 Post Oak 10 Single 3081 690 Post Oak 8 Single 3079 691 Post Oak 10,7 Multi 1649 692 1 Juniper 7 Single 1650 693 Post Oak 9,6 Multi 1651 694 Post Oak 9,8,7,6 Multi 3072 695 Post Oak 7,6 Multi 1661 696 Juniper 8 Single 1660 697 Post Oak 9 Single 1662 698 Post Oak 8,7,6 Multi 1663 699 Post Oak 9 Single 3070 700 Post Oak 6 Single 3068 no tag OAK 8,6 Single 1671 no tag ELM 9 Single 1750 LANDSCAPE 3 Single 1040 LANDSCAPE 3 Single 1041 LANDSCAPE 3 Single 1173 LANDSCAPE 3 Single 1174 LANDSCAPE 3 Single 1175 LANDSCAPE 3 Single 1176 LANDSCAPE 3 Single 1177 LANDSCAPE 3 Single 1178 LANDSCAPE 3 Single 1179 LANDSCAPE 3 Single 1180 LANDSCAPE 3 Single 1181 LANDSCAPE 3 Single 1182 LANDSCAPE 3 Single 1183 LANDSCAPE 3 Single 1184 LANDSCAPE 3 Single 1185 LANDSCAPE 3 Single 1199 LANDSCAPE 3 Single 1200 LANDSCAPE 3 Single 1201 LANDSCAPE 3 Single 1202 LANDSCAPE 3 Single 1203 LANDSCAPE 3 Single 1204 A TOPOGRAPHIC SURVEY OF Lot 1111112, Block 1 SABRE GROUP CAMPUS ADDITION An addition to the City of Southlake, according to the plat recorded in County Clerk's Document Number D215221562, Plat Records, Tarrant County, Texas. JOB NUMBER B003283.001 ----- LEGEND 0H0 - EXISTING CURB nHO -__ - PROPOSED CURB _ _ _ OHp y -R, OE LN _-- - ._ � � - PROPOSED FIRE LANE STRIPE o - PARKING SPACES IN A ROW �c OU�EVAo� WAY s K�y00� B RICHT_R T.c•T '� _ _ - - - - o�� / - RETAINING WALL KIR TH Poe 32751 _ WID 152 o k / - - , BUILDING LINE �� (1310 D• NORM PP �o' -R3o 0' _ - EASEMENTI2 30Q� REINFORCED CONCRETE PAVEMENT o - 1 TER IDE 72 _ (SIDEWALK PAVEMENT TYP. 4" THICK). ON SIDEWALK IN THE R.O.W. TO BE PER O o CITY STANDARDS. ROPOSED 5' REINFORCED CONCRETE PAVEMENT. o� SID WALK / k o o I EPSEMEN2 k kha o_ _ ,- _ 15 15 ac P\CSOD PROPOSED LANDSCAPING AREA �\ IPPR OSED EXISTING FIRE k P'Rr N =� 3 I k -PROPOSED FIRE LANE AREA HAND 'ILSIN HYDRANT O k Qs 10.0' eUF'FERYgRD EB THIS �REA A_ k k k k PR�POSEb k� I E e EME o -V k k k ® - BUFFERYARD EPG 112\ o k �,� k k kFIRE HYPRANT,ry k A_ k` k o. k A- A- k - LOADING SPACE k A- k k k k k k\ k '� j � � 25 , . g\N�1 P, s p�• �� k k^�o. k k `� k k ., 'i - ^ I PROPOSED 8' TALL i GP k k ROPOSE k k A- k I SOLID MASONRY k F -ROW DEDICATION k � k k I DUMPSTER -------------- DEPARTMENT k kk ENCLOSURE (TO '�o CONNECTION k I MATCH BUILDING �o� RTY LIN k PROPOSED - - � �o i k k I -DECORATIVE PAVER/PAVEMENT MATEEB \ \ ITH FIRE HYDRANT k A_ ® R10 D' PROPOSED \ I SOLID RIMETAL WGATES k I I FIRE 11 PROPOSED 5,000 SF i .� I k DEPARTMENT \ 51 5 TO PROPERTY LINE \ A BUILDING 0 0 0 CONNECTION o 0= 9180 , v '- A- I 8 90 0' ��g, I k LOT 1 I �,��„E 137• I I : 03 k 13' \ k ' s �.. � I I - k - A- A I , s7 \so- I I A A- ------- 26k0 � - - - - - - ��j� Ar 'F 1 24:0' 0 k PROPOSED PIPELINE' - k 6 k \ SEMENT 2C I I LOT 2 0 _ 4 STORY MROCK \�1, I y�F k 9 k k - ---- k k r\ P LINE \F2° HOTEL ON yP�; \ 84 ROOMS A- M k / Rs6. ry / \ UME 6, 0' 15 g� - k k k s PROPOSED / T\4 . \D.R. o \ I k k 2 k FIRE HYDRANT -j \ I\ I k A- k // 00 I \ I PROPOSED PROPOSED 8' ` I \ o _ 22 PROPOSED SIDEWALK FIRE HYDRANT , Q .�J - o p '� o LOADING SPACE / �� Amoi I I PROPOSED 5,000 SF 10'x50' BUILDING '67 R56.(5� 8,145 4g' „' -�\ I \ ��y - k A- --- R� k I O: PROPOSED 163. 2 03 W. \_ I \ `� k A- I --- FIRE HYDRANT hL3 `� I Q k ® k A- 163 - 0 CH � '1,6 .19 �o \ 0 FDC RS Ar I 3 0' rW1\z�,�,i5. kk OVERFLOW EASEMENT TRACT NO. 0.38 AC BROW 8 �k tn A- ��` o Q / C -256A VOLUME 4558, PAGE 505 DEDICATI', N I A V D.R.T.C.T. SABRE GROUP CAMPUS k p '� \\ k k / CABINET A, SLIDE 7212 P.R.T.C.T. k k N k k A- A- A- 1Y k k k\ 9 0' o ® 856.0 k k k k 0 k X k k\ k kv k , k \k PROPOSED A- k k k PROPOSED 8 TALL k k FIR k k k / SOLID MASONRY �� �� �� I k \ DEPARTMENT X30 0, / DUMPSTER c� �\ \ k CONNECTION k / �°� ENCLOSURE (TO \�j \ A - k I k / MATCH BUILDING k k @-AA- k PROPOSED 3,500 / MATERIALS) WITH SF BUILDING / SOLID METAL GATES \ k A- k� LOT 3 %o, SITE NOTES: s cA \ k k \ ® A- A- A- k R ��, Q� 1. THE PROPOSED BUILDINGS WILL BE FIRE �`. \ k ko o �o SPRINKLERED. 'A O \�/ k 2. ALL SIDEWALKS SHALL MAINTAIN A 2% MAXIMUM �Vi A �i A- kk A- \ © k k A- CROSS \Q CROSS SLOPE ANDA 5% MAXIMUM IN THE � k .� 6 0• tiF DIRECTION OF PEDESTRIAN TRAVEL. ALL ADAk �j k SIDEWALKS SHALL INCLUDE ALL LANDINGS, O� / \ kk MARKINGS, ETC AS REQUIRED BY CODE. i k / •' � ���j k Ar k A- k / 3. THE SITE IS CURRENTLY VACANT AND THE ,, \ �� k kk k\ k o kk k ® // PROPOSED LAND USE ARE HOTEL, RETAIL, AND OFFICE. \, \�\ �� R30.0' \koX k / 4. APPLICATION WILL CONFIRM TO THE CITY'S OUTDOOR LIGHTING REQUIREMENTS. 5. PREMISE IDENTIFICATION SHALL BE PER THE FIRE \ k 'oo, / DEPARTMENT REQUIREMENTS 6. ALL DIMENSIONS ARE FROM FACE OF CURB TO �� k k sh EDGE OF CONCRETE OR FACE OF BUILDING 10 UTILITY �SEMENT UNLESS OTHERWISE NOTED. CABI T A, SL 721 `�� k NP 0� OF\ P. kT.0 O N 71 00 4-1 0 40 80 U) o IN- DRAWING SCALE co CO CO U) O N O .� .L CO o0 2 m N E = Z -o O c N E 00 M U LL N C� OR REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS RELEASED UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 3/29/21. O LOCATION MAP NTS North SITE DATA SUMMARY CHART LOT 1 LOT 2 LOT 3 TOTAL EXISTING ZONING NRPUD NRPUD NRPUD - PROPOSED ZONING S -P-2 S -P-2 S -P-2 - LAND USE DESIGNATION HOTEL RETAIL/OFFICE RETAIL/OFFICE - NUMBER OF STORIES 4 1 1 - NUMBER OF PROPOSED LOTS 1 1 1 3 MAX. ALLOWED BUILDING HEIGHT 90' 90' 90' - PROVIDED MAX. BUILDING HEIGHT 52' 30'-6" 30'-6" - GROSS ACREAGE 2.42 ACRES 2.78 ACRES 0.81 ACRES 6.01 ACRES ROW DEDICATION - 0.32 ACRES 0.06 ACRES 0.38 ACRES NET ACREAGE 2.42 ACRES 2.46 ACRES 0.75 ACRES 5.63 ACRES PERCENTAGE OF SITE COVERAGE 16.4% 9.3% 10.7% 36.4% AREA OF OPEN SPACE 33,733 S.F. 52,222 S.F. 12,628 S.F. 98,583 S.F. OPEN SPACE AS A PERCENTAGE 32% 48% 42% 41% OUTSIDE STORAGE AS A 0% 0% 0% 0% PERCENTAGE IMPERVIOUS COVERAGE AREA 54,394 S.F. 57,550 S.F. 17,429 S.F. 129,373 S.F. IMPERVIOUS COVERAGE AS A 51.6% 52% 58% 54% PERCENTAGE BUILDING FOOTPRINT 17,288 S.F. BLDG 1: 5,000 S.F. BLDG 2: 5,000 S.F. 3,500 S.F. 30,788 S.F. PROPOSED FLOOR AREA BY USE HOTEL 53,573 S.F. RESTAURANT 3,355 S.F. - MEETING SPACE 1,267 S.F. RETAIL/OFFICE 10,000 S.F. 3,500 S.F. TOTAL FLOOR AREA 58,195 S.F. 10,000 S.F. 3,500 S.F. 82,388 S.F. TOTAL REQUIRED PARKING 130 50 18 198 PROVIDED PARKING STANDARD 101 91 32 224 ADA ACCESSIBLE 4 4 1 9 TOTAL 105 95 33 233 LOADING SPACES REQUIRED (PER S -P-2) 10'x50' 1 - - 1 LOADING SPACES PROVIDED (PER S -P-2) 10'x50' 1 - - 1 START CONSTRUCTION MONTH/YEAR JUNE 2021 JUNE 2022 JUNE 2022 - END CONSTRUCTION MONTH/YEAR DECEMBER 2022 OCTOBER 2022 OCTOBER 2022 - 7. SITE SIGNAGE SHALL BE BY SEPARATE PERMIT. G 830. �� \ �`-� *NOTE: PARKING WILL BE PROVIDED TO MEET CITY ORDINANCE REQUIREMENTS FOR THE SITE AS A WHOLE WITH A 8. THERE IS NO PROPOSED OUTSIDE STORAGE. RECIPROCAL ONSITE PARKING AGREEMENT PROPOSED 8' SIDEWALK BENCHMARK TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 PLOT DATE LOT 1 R1 R2, BLOCK 1 AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE \ \ SABRE GROUP CAMPUS ADDITION, AN MEDIAN NOSE. N478950.13, E2101877.05 03/29/21 III CAUTION III \ \\ \\ ELEV.=601.77 UNDERGROUND UTILITIES \ ADDITION TO THE CITY OF SOUTHLAKE, DRAWING SCALE EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN \ TARRAN T COUNTY, TEXAS MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE , LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. IIICALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\CONCEPT PLAN CD20006.DWG LOT 1 R1 R2A, BLOCK 1 SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. C/O 3088) AND APPROXIMATELY 75' SOUTH OF STOP Q Z DEVELOPER: Ld Y X LLJ Q Z Q SOLANA DEVELOPMENT SOLUTIONS, LP a_ CD20006 P.O. BOX 1530 P.O. BOX 2119 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND I- Ld � 0 Z NOT RESPONSIBLE FOR 0 TELEPHONE: 972.533.8702 TELEPHONE: 214.235.0367 W U U y Ll__ z LLJ Q CASE NUMBER: O LLJ � Z Q U � v Q BENCHMARK TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 PLOT DATE LOT 1 R1 R2, BLOCK 1 AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE \ \ SABRE GROUP CAMPUS ADDITION, AN MEDIAN NOSE. N478950.13, E2101877.05 03/29/21 III CAUTION III \ \\ \\ ELEV.=601.77 UNDERGROUND UTILITIES \ ADDITION TO THE CITY OF SOUTHLAKE, DRAWING SCALE EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN \ TARRAN T COUNTY, TEXAS MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE , LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. IIICALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\CONCEPT PLAN CD20006.DWG LOT 1 R1 R2A, BLOCK 1 SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 1 - 40 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER DEVELOPER: PLAN PREPARED BY: ELEV.=601.77 SOLANA DEVELOPMENT SOLUTIONS, LP CUMULUS DESIGN CD20006 P.O. BOX 1530 P.O. BOX 2119 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND MIDLOTHIAN, TX 76065 EULESS, TX 76039 ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR SHEET NUMBER TELEPHONE: 972.533.8702 TELEPHONE: 214.235.0367 PROVIDING BENCHMARKS AND BEARINGS. FAX: 214.506.3205 FAX: 214.235.0546 CONTACT: DAVID CARR CONTACT: PAUL CRAGUN CASE NUMBER: Z A 18 - 0 0 6 cp nH0 / nHo / OAO EXISTING FIRE -----I-- - - - / / ;/�ARp y H "RANT i KW00 BB RIG pRT.GT-) \ — KIRpTH P�15232751 k LINE C3 / �O1C D Np 62 P P/ �O "R30 O / _ _ _ _ —EASEMENT 30' BUILDING i i R- TER IDE 722 PROPOSED 5' / SIDEWALK O o — /I / 2 -)3 / N A- - 'PROPOSED A- I _ - R�5 ° 15, SET A' PEDESTRIANS k O5 p Rc�° �\ HAND RAILS IN r THIS AREA k OO I k I / �i k �k k k k k k k I EB ( k k k\ , S 2 0_ k A k k k o I vPGM�N \ k o k A- p k k kk A- k A- , DE�, PP D\NO 2 k r k p k k k A- 5 k\ A- Il,�jd I i 25 PE 9� 30' 6U\5L\DE 1 G\ k k X P. k A- k ^ PROPOSED 8' TALL GAB\NET P o.k kQ� kk k k ® SOLID MASONRY k A- k DUMPSTER \ kk kk roc ENCLOSURE (TO \ \\ k k I MATCH BUILDING \\ \ R10.0 \ \ IMATE SOLID RIMETALWGATES II 7)� , wM k k LOT 1 - I 13� M II I7 k \ 19 E � it LOT 2 � k 260' so /L A- k / \�. PIPELINE —�------k k PROPOSED \ SEMENT �G' I I I 4 STORY EMENT �i� I k k .. _ I � 2 ' P LINE F` Ok HOTEL / \ TION I I R s k k 84 ROOMS / ,vl UM 6, D.R. .152 I I O k SED 8' WALK I I ® PROPOSED LOADING ---- ` I SPACE 10'x50' \ I '28 856.0" i 6.2 , �� � � � \ � I D , 452.40 , 3„ /� I I ® 4 k A- 2,03 . GH1^1 63.19' X I 0 k A- k Ri5. A- -V �. \ \� �k k 05 1r k � OVERFLOW EASEMENT TRACT NO. \ � k k k k° I I 'S 0�/ 'T" k k k ��� 09 C -256A VOLUME 4558, PAGE 505 .38 AC OW DEDICATf N I k k k k D.R.T.C.T. SABRE GROUP CAMPUS A- N k k / CABINET A, SLIDE 7212 P.R.T.C.T. k k k R56.0' k k ko k A - k k I I k 7��\N� \\�� I A- k kF ��O ® kk k k k k NI k k Ar A- k _k k kk PRk A- / OIDOSED 8' MASONRY LL SOL k k �ki3o k �o DUMPSTER ENCLOSURE (TO / MATCH BUILDING kk k - 8 k k / MATERIALS) WITH �7k k" / SOLID METAL GATES k k k \ \ k 3 LOT o Y 7/ k ® LEGEND k kk k k © k k C, - EXISTING CURB k k �� R 0 - PROPOSED CURB � A k A- A- k k / k A- kl �° '' / - PROPOSED FIRE LANE STRIPE \7/ \ 7;k k 60 A 6 ��0 / ® PARKING SPACES IN A ROW k k k k / - RETAINING WALL Ar k k k A- k REINFORCED CONCRETE PAVEMENT V�� k kk k k o k k / � _ (SIDEWALK PAVEMENT TYP. 4" THICK). \ - k/ SIDEWALK IN THE R.O.W. TO BE PER ' A- k k / CITY STANDARDS. A- k REINFORCED CONCRETE PAVEMENT. k k / PROPOSED LANDSCAPING AREA 4)� A- s �J�, // _ PROPOSED DRIVE REINFORCED A- i Oh a CONCRETE 10 UTILITY E �EKNT CABI T A, SLI 7212r�. P. kT.CkT. �,\ �/� / - BUFFERYARD R30.+ LOADING SPACE PROPOSED 8' \ \ - ROW DEDICATION SIDEWALK, A \ \ \\ \ // - DECORATIVE PAVER/PAVEMENT !!! CAUTION !!! UNDERGROUND UTILITIES \\\\ EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN \ \ LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE \ PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. IIICALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\SITE PLAN CD20006.DWG LOT 1 R1 R2A, BLOCK 1 SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 0 L9110ACIMI IYt AP NTS North SITE DATA SUMMARY CHART LOT 1 EXISTING ZONING NRPUD PROPOSED ZONING S -P-2 LAND USE DESIGNATION HOTEL NUMBER OF STORIES 4 NUMBER OF PROPOSED LOTS 1 MAX. ALLOWED BUILDING HEIGHT 90' PROVIDED MAX. BUILDING HEIGHT 52' GROSS ACREAGE 2.42 ACRES ROW DEDICATION - NET ACREAGE 2.42 ACRES PERCENTAGE OF SITE COVERAGE 16.4% AREA OF OPEN SPACE 33,733 S.F. OPEN SPACE AS A PERCENTAGE 32% OUTSIDE STORAGE AS A PERCENTAGE 0% IMPERVIOUS COVERAGE AREA 54,394 S.F. IMPERVIOUS COVERAGE AS A PERCENTAGE 51.6% BUILDING FOOTPRINT 17,288 S.F. PROPOSED FLOOR AREA BY USE HOTEL RESTAURANT MEETING SPACE 53,573 S.F. 3,355 S.F. 1,267 S.F. TOTAL FLOOR AREA 58,195 S.F. TOTAL REQUIRED PARKING 130 PROVIDED PARKING STANDARD ADA ACCESSIBLE TOTAL 136 4 140* LOADING SPACES REQUIRED (PER S -P-2) 10'x50' 1 LOADING SPACES PROVIDED (PER S -P-2) 10'x50' 1 START CONSTRUCTION MONTH/YEAR JUNE 2021 END CONSTRUCTION MONTH/YEAR DECEMBER 2022 *NOTE: THE TOTAL PARKING SPACES TO BE BUILT ON PHASE 1 ARE 143 SPOTS. THE TOTAL PROVIDED PARKING FOR THE HOTEL ARE 140 PARKING SPACES AND THE REMAINING 3 SPACES CAN BE USED FOR THE FUTURE LOTS 2/3. DEVELOPER: PLAN PREPARED BY: SOLANA DEVELOPMENT SOLUTIONS, LP CUMULUS DESIGN P.O. BOX 1530 P.O. BOX 2119 MIDLOTHIAN, TX 76065 EULESS, TX 76039 TELEPHONE: 972.533.8702 TELEPHONE: 214.235.0367 FAX: 214.506.3205 FAX: 214.235.0546 CONTACT: DAVID CARR CONTACT: PAUL CRAGUN 0 d - N 00 0 40 80 U) o IN- DRAWING SCALEco c6 1"=40' > (-0 CO 0 L6 .� .L M o0 2 N 0 c N : 00I ULLNCD� OR REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS RELEASED UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 2/24/21. NOTE: ALL ELECTRICAL TRANSFORMERS AND MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE RIGHT-OF-WAY. SITE NOTES: 1. THE PROPOSED BUILDING WILL BE FIRE SPRINKLERED. 2. ALL SIDEWALKS SHALL MAINTAIN A 2% MAXIMUM CROSS SLOPE AND A 5% MAXIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL. ALL ADA SIDEWALKS SHALL INCLUDE ALL LANDINGS, MARKINGS, ETC AS REQUIRED BY CODE. 3. THE SITE IS CURRENTLY VACANT AND THE PROPOSED LAND USE IS HOTEL. 4. APPLICATION WILL CONFIRM TO THE CITY'S OUTDOOR LIGHTING REQUIREMENTS. 5. PREMISE IDENTIFICATION SHALL BE PER THE FIRE DEPARTMENT REQUIREMENTS 6. ALL DIMENSIONS ARE FROM FACE OF CURB TO EDGE OF CONCRETE OR FACE OF BUILDING UNLESS OTHERWISE NOTED. 7. SITE SIGNAGE SHALL BE BY SEPARATE PERMIT. 8. THERE IS NO PROPOSED OUTSIDE STORAGE. LOT 1 R1 R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS BENCHMARK TBM-5/8 IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 PLOT DATE AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE MEDIAN NOSE. N478950.13, E2101877.05 02/24/21 ELEV.=601.77 DRAWING SCALE MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE 1$$ = 40' OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER ELEV.=601.77 CD20006 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR SHEET NUMBER PROVIDING BENCHMARKS AND BEARINGS. CASE NUMBER: ZA18- 006 sp Q LLI X I.— y LLI Z Q Z 0 Q a- _ � z n� 11 LL_I O Q CI O LLI y U L� LI 0 Cn LLJ z � � U Q BENCHMARK TBM-5/8 IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 PLOT DATE AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE MEDIAN NOSE. N478950.13, E2101877.05 02/24/21 ELEV.=601.77 DRAWING SCALE MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE 1$$ = 40' OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER ELEV.=601.77 CD20006 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR SHEET NUMBER PROVIDING BENCHMARKS AND BEARINGS. CASE NUMBER: ZA18- 006 sp LEGEND - EXISTING CURB / - PROPOSED CURB /�noUILLEVAF WAY 84 5 84 _ J � cn - EXISTING CONTOUR 0 �. p TW=583.1 � 1 / KIRTH BRIG RIGS /R 1'G T584 585.0 58 I y�p GS=582.5 550 _ D•� _ _ 1 _ _ -PROPOSED CONTOUR 1131 WIDNO X21 232'5 \ _ - - � 585.5 � �_ � _ 58 �� BUILDIND i rn� �.� =�- _ C.D � 583.4 _ -R- - - PROPOSED RIDGE 5 > -DIRECTIONAL FLOW 559.4 - PROPOSED SPOT ELEVATION - -40 50' - _ _ " - - v - � � � � I TW=585.8 - s� - - sa3 - _ _ - _ ! I GS=575.8 RTW - TOP OF WALL �1 TW=589.0 - 51. � � 0 � I � cS=588.758 . 8 TW=587.5 GS - GROUND SURFACE AT ITWx590.5 - - - - _ 1 SGS=576.6 RETAINING WALL TW=592. GS=584.6 _ _ 58 - -� - - PROPOSED SWALE TW 593_9 5584.0 - ` \ \ . I - - - GS=584.0 - - so.2 I I - PROPOSED VALLEY H _ 589.0 589.8 51.5 9 589.00 j'TW=589.0 GS=577.1 590.0 591.0 i GS=584. , i j i 2 / -� g9� 590.5 I I O f 592.4 59 .2 91 9 TW=590.3 5 .0 / /' 59 / (� I` GS=577.7 92.6 / _5891" ' TW ss=-5594593..6 GS --589.3. � 5 1 I/ 591 hI/ ' _ -595.0 o, GS= 577 5 Fs� � � 39 \ I TW=592.0 - - 3 591.6 �6 591.6 91.8 / I GS=577.6 =595.E-- --- - I \ I I I I S==594.8 _ _ 4-.9.0 9 i 595.2 593.5 p 90 R 6 V0. 9' I 595.2 5 595 D:�3 E 131 I I I I i I -- TW=601.0......... ..... ...........:.. _ 594.5 5 .8\ I I I I I I / I TW=592.6 \ N13 0 I �'.I I I I l `\ / GS=594.6 593. I I I I GS=577.7 - - kSp I I I \ CH, \sod \ \ - _ 9 -S I I I I \ g- TW=597.0 TW=601.0 �/ GS=594.6 GS=595.4 .....--I-"-",.....W. � ---- \d \ I 592.1 ................... _ 5 .3 � �( / / / / / TW 92.6 GS= 77.7 TW=600.0 / / °i / / 592.98 \! I I \ ti 1 \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ GS=596.0 --------�� / / � ,/ 594.5 5 3. / / / I \ \ \ \ \ \ \ \ \ 596.3 •59FF-5/ 93.0 TW=597.6 597.15 1 928GS 596.8 596.8 2.51 \ 593. =578.0 TW=596.8 596.98 / R� / 'i / / / / TW= 92.6 \ \ \ \ \ \ \ \\ GS=596. 597.0_ X94.5 593.9 592.98 / I cv \ \ \ \ \ \ \ \ { .6 596.1 - % 94.6 592.85 / I I / I ,°' GS= 78.3 \ \ \\ \ \ \ \ TW= $ FF=597.0 5x6.5 \ I \ \ \\ \ \ \ \ \ 93 Ito GS 95.2 =596.0 93.6 / I ! / i /' / / / Iry/ / \ ,6.26,240' \ \ \ \ \ \ =593.8 \ 596.0 595.8 �� / / '`.5 / ; ` TW=5 0.9 \ \ W=593.0 5992.98 �� \ / 1g52 28 � \ \ \ \ G =592.5. .g'03' W \ \ \ \ \ �s� \ 595. I / / °' f / / / / 592.98 _ 2 H:: 53-19 63'19' \`. \� \ \ 9 9 594.7 S9 595.2 T 594. 592.3 / / /, \ / 592.98 _FDC_ . / 5 4.0 59 .1 / / 59 .5 591.992.98 J/ � 5 3 / 593.2 / / / 594.5 / 9 J / �,92.59 .7 594.1 5 / / � 591. / 91. 59 .8 j W=590.8 GS=578.2 591.9 5 59 5 �/ = 589.9 2.6 V589.7 g 590.6 90.1 589.4 i 592 591 591 J/ - 90. 590.1 59 .Q GS�578.5 590.7-59 9 S=588.0 �/ 59 .4 '� g TW=592.0 GS=590.0 / i ! / �� \ 90.48 GS=591.5 / / .8 TW=590.0 58$ 588.9 p� \ 589.6 S �� / GS=586.0 / /� �GS578_5 9 / 589.8 '. 5 .2 FF=590.5 / TW=58 .0 S=585.0 W �88. 589.7 589.75 - 9. / GS=588.1 88.1 589.5 / / TW=5,80.0 88.7 j 589.0 / TW=59 .0 GS=,08.8 88.4 89.0 \ 588.- / / � �, \ d i 587.7 5 � TW =589.0 / 7.7 j 587.9 Grp�� i GS=577.0 .5 S 5 5 587.5 , / 5 ` � I 587.2 / 5 .5 587.3 \ / TW=588.2 / \ 587 0 GS=577.0 ! ! ! CAUTION H! UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\GRADING PLAN CD20006.DWG / 587. / 586 \ \ 58 11 6.9 / 587.2 -.� / IW=587.4 \ 586. / S=577.0 588.0 / J 586.6 TW=586.4 6' 58 �� ���� GS=577.0 586.0' vim. / GS=584.0 I/ 5.5 /I I \ I N 0 40 SO DRAWING SCALE 1"=40' GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND CITY STANDARDS AND SPECIFICATIONS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 3. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION STANDARDS AND CURRENT MUTCD STANDARDS. 4. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES IS TO BE REPAIRED AT CONTRACTOR'S EXPENSE. 5. CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND/OR ESTABLISH A BENCHMARK PRIOR TO CONSTRUCTION. 7. EROSION CONTROLS SHALL BE IN PLACE PRIOR TO THE DISTURBANCE OF ANY EXISTING SUBGRADE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.H.S.A. STANDARDS FOR ALL EXCAVATION. 9. ALL EARTHWORK OPERATIONS SHALL CONFORM TO THE RECOMMENDATIONS PER THE GEOTECHNICAL REPORT. 10. DRAINAGE SHOULD BE MAINTAINED AWAY FROM THE FOUNDATIONS, BOTH DURING AND AFTER CONSTRUCTION. 11. ALL SIDEWALKS SHALL MAINTAIN A 2% MINIMUM CROSS SLOPE AND A MAXIMUM 5% IN THE DIRECTION OF PEDESTRIAN TRAVEL. 12. SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. 13. SLOPE IN NON -PAVED LANDSCAPE AREA SHALL NOT EXCEED 4:1. 14. CROSSLOPE OF PEDESTRIAN ROUTE DRIVES (BETWEEN BARRIER FREE RAMPS) SHALL NOT EXCEED 2% FOR A WIDTH THAT AT LEAST MATCHES THE SIDEWALK AT EACH LOCATION. 15. NO GRADING OR PAVING WORK SHALL BE DONE ON ANY ADJACENT PROPERTY WITHOUT WRITTEN CONSENT FROM THE OWNER. 114 7. h, �.k I -I x .1 TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE MEDIAN NOSE. N478950.13, E2101877.05 ELEV.=601.77 MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. ELEV.=601.77 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR PROVIDING BENCHMARKS AND BEARINGS. CASE NUMBER: ZA18- 006 OR REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 02/24/21. O d' w N Q Z O •� U) Lo LoO INo Q .� Z Z co cy') X~ U C)W � � O � NQ D:f Lu_J [):f >- 0-r- If o .0 N .L L6 M - 002 .� U N z Q � O c " N U LL o N (D 0 I— OR REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 02/24/21. 02/24/21 DRAWING SCALE 1" = 40' PROJECT NUMBER CD20006 SHEET NUMBER c 1 Q w z�y Q Z Q � ^O V Q � Z Z C/)O U C)W � � O � NQ D:f Lu_J [):f >- Z Q o U � U Q 02/24/21 DRAWING SCALE 1" = 40' PROJECT NUMBER CD20006 SHEET NUMBER c 1 - ---- -- R OD BDVILEVACD Y 84.5 8 p TW=583.1 K�RKWOPug�ic R� 15 p R<T' 58.4.1± 585.0 y8 v Ip GS=582.5 WIpNo.215232 �\ 585.5 584 583.0 m 17 C• p' S� 86 5a 587.5- -r i \ 5a� 587.9;; -21°10 -.5--0' - - i - �I TW= 8 .8 1 587 - ' / / 58 .1 GS= 5.8 TW=589.0 588.0 - - �5�588.7 58 .8 _ _ _ 58 - _ - - - - - ITW=587.5 TW=590.5 - - - - - \ j GS=576.6 TW=592.0 GS=584.6 GS=584.0 8 902 589.8 "---= -- / ,589.0 j ' / �5 I I 1 I�589.0 _ I TW=589.0 GS=577.1 91 9 --/ 9 590.5 I I 9 i _ S=587.a- - - - _GS=S$4. - - _ 5 5 1.0 592. 59 .2 p i 2/ � f GS=590.7 � y, / / 5ob-� /� 591 590.0 / 590.6 92 TW --594 -----_ --- -- - --- 9.3!9 I j 92. 8I /I GaE3 591 TW=591.1 41 GS=577.5 TW=5959 .1 GS=594 S 9 59 7 I II I II / TW=592.0-- - 91.6 \59 6 GS=577.6 --bob 55,5 - . 594.8 9 5 .5 /---- --- 595.2r A R 90.0 �W�596 6""E139 L. g' 595 33 -soGS=594.6 ,N1 < 596�� TGWS==557972..74 J \ TW= 97. \ \ I I \ Irl Imo\ \ \ \ \ \\ \ \ GS=595.4 \ GS= 94.6 592.1 \ \ \ \ \ \ \ _ I \ I a5 TW- 92.6 \ v \\ \ \ \ \ \ \ \ \ GS=596.0 / / J j g ,�; / / 1 GS= 77.7 f $ / 592.98 1 I \ \ \ \ \ \ \ \ \ \ \ / 594.5 593.6 / / ' / \ \ \ \ \� \\// /Ile 593.7 / / FF=593.0 I \ ( \ \ \ \ \ \ \ \ \ \ \ TW=597.6 /I / I / I GS=596.8 % / / 594.8 932.8 (-592.5 \ \ \ \ 59 0 / I I G =578.0 sa4\ \\ \ \ \ \ \\ \ \T1(U=/ . r ! I I \ \ \ \ \ \ \ \ \ \ \ \ GS \6.5 .8 TW= 92.6 , 592.85 \ % / / / \ 594.5 593.9 i 592.98 I / / I I GS= 78.3 / 93.6 I I I I; 596.0 ,6° .40 9=593 \ / / ( ( I TWS==55 80..49 1452 TW=593.0 / 92.98 G 33 28 S=592.5 /592.9 592.3 % 163'18 \ \ \ 9 595. 592.98 592.5 / \ \ \ \ / I 592.98 1 / 54. / /591.9 / 593 594.5 - / / 5 b9 .7 •.� q 594.1 / / � 59 .5 / / 591. / 91. W=590.8 ,590.8- / 592. / / / 591 9 f GS=578.2 \�\ \ \ \ 9 Sg 593. 59 .5 5 .4 v v v v 2.6 90.1 111111 589.4 l 592 - ' 591 591 \ \ \ 5g TW=591.9 =59y5 %\ \ ` 590.7 5 .9 TW=592.0 GS=590.0 S=5 8.0 \ s GS -591.5 TW=590.0 5 $' 588.9 / / /I /.i / GS=586.0 TW -577.9 GS 578.5 Z \\ �- l I / /GS=585.0" 588.2 s� // / J / / TW=580.0 .8 I sic TW=588.5 88. 7 / \ \ 89.2 Sip GS=588.1 8 589.5 / TW=!�90.0 GS -578.8 0- 589.0 i 0 / � I 588.7 `�� 588.4 i / GS= -78.8 s / 587.7 �� 88 � � �; 587.9 TW=589.0 / �r0 ��� � GS=577.0 / f1 587.5 / / / 587.2 1 / M1 / 587.3 / 587.2 / TW=588.2 x87.0 587.1 / GS=577.0 / 586 / 587.2 qW=587.4 586.4 S=577.0 86.0 J 85.4 586.6� 86.0Z 587.0 �°� Oh TW --586.4a' N, 58 . ���. GS=577.0 585.4 586.0 CAUTION ! ! !`ts Via'; GS=584.0 UNDERGROUND UTILITIES 85 5 EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN ♦I I � LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE 5.5 I RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE \ PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT \ I AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\GRADING PLAN PHASE 1 CD20006.DWG O d' N 0 O •5 � 0 40 80 U) o .� o DRAWING SCALEcM X ti 1"=40' ~o (n ON L6 If cy.) oo _ N LEGEND E Z N - EXISTING CURB :3E 00 M - PROPOSED CURB LL N ( ~ -550- - EXISTING CONTOUR 550 OR REVIEW ONLY, NOT PROPOSED CONTOUR FOR CONSTRUCTION - -R- - - PROPOSED RIDGE THIS DOCUMENT IS RELEASED FOR - DIRECTIONAL FLOW THE PURPOSE OF REVIEW UNDER THE 559.4 - PROPOSED SPOT ELEVATION AUTHORITY OF PAUL CRAGUN, P.E. TW - TOP OF WALL N0. 112767 ON GS - GROUND SURFACE AT 02/24/21. RETAINING WALL - -� - - PROPOSED SWALE - PROPOSED VALLEY GENERAL NOTES: TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE PLOT DATE 02/24/21 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND CITY DRAWING SCALE MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. STANDARDS AND SPECIFICATIONS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER ELEV.=601.77 WITH THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND CONSTRUCTION. SHEET NUMBER PROVIDING BENCHMARKS AND BEARINGS. CASE NUMBER: ZA18- 006 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT W cn ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND Q THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF Q LiJ X THE PERMITTING AUTHORITIES. y LJ + Z 3. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO TEXAS n DEPARTMENT OF TRANSPORTATION STANDARDS AND CURRENT MUTCD STANDARDS. 1_I_ 0 = 4. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS a_ AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL z D z RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR W UTILITIES PRIOR TO STARTING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES IS _j C) O 0 TO BE REPAIRED AT CONTRACTOR'S EXPENSE. U) U Li- LCONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND RIM ELEVATIONS PRIOR TO 0 CONSTRUCTION. Lv 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND/OR ESTABLISH A z af >- Q BENCHMARK PRIOR TO CONSTRUCTION. U Q:f 0 U c):f 7. EROSION CONTROLS SHALL BE IN PLACE PRIOR TO THE DISTURBANCE OF ANY EXISTING SUBGRADE. Q Q 0� 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRENCH � SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, V AND O.H.S.A. STANDARDS FOR ALL EXCAVATION. 9. ALL EARTHWORK OPERATIONS SHALL CONFORM TO THE RECOMMENDATIONS PER THE GEOTECHNICAL REPORT. 10. DRAINAGE SHOULD BE MAINTAINED AWAY FROM THE FOUNDATIONS, BOTH DURING AND AFTER CONSTRUCTION. 11. ALL SIDEWALKS SHALL MAINTAIN A 2% MINIMUM CROSS SLOPE AND A MAXIMUM 5% IN THE DIRECTION OF PEDESTRIAN TRAVEL. 12. SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. 13. SLOPE IN NON -PAVED LANDSCAPE AREA SHALL NOT EXCEED 4:1. 14. CROSSLOPE OF PEDESTRIAN ROUTE DRIVES (BETWEEN BARRIER FREE RAMPS) SHALL NOT EXCEED 2% FOR A WIDTH THAT AT LEAST MATCHES THE SIDEWALK AT EACH LOCATION. 15. NO GRADING OR PAVING WORK SHALL BE DONE ON ANY ADJACENT PROPERTY WITHOUT WRITTEN CONSENT FROM THE OWNER. BENCHMARK TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE PLOT DATE 02/24/21 MEDIAN NOSE. N478950.13, E2101877.05 ELEV.=601.77 DRAWING SCALE MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 1$$ = 40' 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER ELEV.=601.77 CD20006 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR SHEET NUMBER PROVIDING BENCHMARKS AND BEARINGS. CASE NUMBER: ZA18- 006 C2 PROP 5' 80D�vpoD KIWAY K��D LIc RIGH p R T,GT.) �5 (131WIDTH p2B 232 1 P 30' BUILDING LINEI OIp� 1 40 it DRAWING ,0 / PROPOSED 5' 1D hr� ` - - - _ -�- OR REVIEW ONLY, NOT DEW ��? 1� P. 5.0 _ j FOR CONSTRUCTION THIS DOCUMENT IS 15 Fa RELEASED FOR cPBY THE PURPOSE OF PROPOSED ® I I P Rr REVIEW UNDER THE AUTHORITY OF PAUL 5' SIDEWALK I II CRAGUN, P.E. N0. 1127670N H 24 02 21. �� EPSP 112 LEGEND / / 'v'\ N P PGE 1 I d I PEOEsg��� EXISTING EDGE OF PAVEMENT CpO\N5.o p I o — PROPOSED EDGE OF PAVEMENT / Co PROPOSED FIRELANE / \ A PROPOSED 5' SIDEWALK I I i - PROPOSED SIDEWALK \ PROPOSED 5,000 SF BUILDING { 5.0' I R 90 0 \ I LOT 1 10 ----- P POSED 8' \ 20' PIPELINE I EASEMENT o LOT 2...........:............� M LTI-USE \ \ I I 4 STORY TRAIL THE SHAMROCK PROPOSED HOTEL PIPE LINE CORPORATION 5' SIDEWALK 84 ROOMS I \ \ I I .� - , , _ '( i VOLUME 9006, VI I • . � ., i _ � -�I PAGE 1152 , , - . j %� ; A D.R.T.C.T. I\ I I 4' MIN. � \ W I MONOLITHIC V J BROOM FINISH \ I \\I PROPOSED�� I Q V I 5' SIDEWALK ,tt) s I 4" LJ x o LJ ;.;.:;;:_ .;i : :........:..:.. . \ I I PROPOSED 5 000 SF k� 1 I:?�:::::�:��:�:::����.��:::�::��:::�::�:::...� :.:.: �.� �:-.:.>.::� . \ I I BUILDING II Q 3/8", NO. 3 DEFORMED CONCRETE SIDEWALK O8` BR ON 24" CENTERS 3,000 PSI @ 28 DAYS BOTHWAYS SUPPORTED 5•OUU w' �BY PLASTIC CHAIRS SECTION COMPACTED ,14.5 8, SUBGRADE 0163 (NOT TO SCALE)�p 33 GENERAL NOTES cN, 9,6 z^ 1. Al sidewalks shall be at least four feet wide or in comformance with the Trail Master`/' Ld O �J \ FDC 5 D' u7 % / Plan, whichever is greater, and shall be located between the curb or grade line of the \ Q / public street and the ROW line or public access easement if a proved by the city, no O sr \ closer than two (2) feet to the curb or grade line. The Building Official may alter �\I I / / alignment so that the sidewalk meanders within the area between the curb and the ( n ROW Line. v U of I o. OVERFLOW EASEMENT TRACT NO. z \ i I \ / / / / 2. Concrete for sidewalks shall have a minimum compressive strength of 3,000 psi at 28 O C -256A VOLUME 4558, PAGE 505 days. The quantity of mixing water shall not exceed 6 1/2 US gallons per sack (94 D.R.T.C.T. SABRE GROUP CAMPUS lbs.) of Portland cement. The slump of the concrete shall not exceed 4". A minimum G`I LLJ o % I CABINET A, SLIDE 7212 P.R.T.C.T. content of 5 sacks of cement per cubic yard of concrete is required. Sidewalks shall Ld 7 be at least 4" thick. L \ i— �� �I I 3. Sidewalks shall be reinforced with 3/8" no. 3 bars set on 24" centers. A / / / I 4. 1/2" premolded bituminous expansion joints with no. 4 smooth dowels shall be spaced U I— I\ I at 20' intervals. �a I\ ' , 5. Where new work abuts driveways, pavement, curbs, or any other work, expansion joints r n U \ I \ ' ) shall be filled with premolded bituminous expansion joint filler at least 1" nominal v ' thickness and shall extend 6" deep and the entire width of the concrete sections. Bars used in this joint shall be sleeved to allow for the movement of concrete on the W �, \ \\ PROPOSED/.Q` / bars. The bars shall be smooth 3/8" no. 3 bars minimum. No deformed bars shall Q be allowed. �� \ \ ( 5' SIDEWALK // (i, �� 6. Sidewalk control joints shall be grooved 3/8" deep on 4' centers. Sidewalks 5' and \ / j wider shall be sawed at control joints, not tooled.Ld PROPOSED 3,500 /� /�� / 7. The surface of the sidewalk shall have a monolithic broom finish. The edges of the \ \ / sidwalk control joints and expansion joints shall be tooled to a smooth finish not less a_ \�zA SF BUILDING %/ /� / than 2" in width. Exposed edges of the sidewalk shall be rounded with an edger to a \ radius of 1/2". 4� \ \ / 8. Where a sidewalk is to be constructed and a fire hydrant would be within the forms, �Z \ LOT 3 / the forms shall curve around the fire hydrant such that the walk misses the hydrant \ J by a minimum distance of 1'. A transition of 10' is required in and out of curved areas. Where a sidewalk abuts along the back of a curb, sidewalk shall be minimum 5' wide. PROP�\ \ \ PROPOSED / / / 9. All water service meter boxes within a sidewalk shall be concrete. This concrete box \ G/ J / shall have a metal hinged lid and be set at an elevation that will be equal to the finish grade of the sidewalk. The concrete water meter box shall be of the same size as MULLTIEDUSE \ \ 5 SIDEWALK <0.Jji the standard plastic meter box. \ / 10. All sidewalks shall be built at an elevation that will not impede or be otherwise T IL \ \ ` / / +� �� / detrimental to proper lot drainage, with natural grade preferred. \ Y +(G� / 11. All construction of sidewalks, crosswalks, etc. within the City of Southlake ROW shall \ \\ \ O_ \ �'y �O' / conform to Texas Department Of Licensing And Regulation (TDLR) standards and meet Texas Accessibility Standards (TAS). REVISION ATE SIDEWALK DETAIL SOUTHLAKE o 2015.09 BENCHMARK 10 UTILITY E EMENTJ' \ /s �� TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 CABI T A, SL 7212 N \ ��. � / 'tj �0 / PLOT DATE . T.C.T. �'+\ / Gj / AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE !!! CAUTION PROPO D MEDIAN NOSE. N478950.13, E2101877.05 02/24/21 TYPE -7 B ELEV.=601.77 UNDERGROUND UTILITIES PER TXDO \ / DRAWING SCALE EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN DETAIL PED -18 I \/ / MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES �d >' /I/ �. OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 1" = 40' NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE I \ \ / 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY \ \ / ELEV.=601.77 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE CD20006 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER PROPOSED 8\ I \\ // CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT MULTI -USE \ ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR SHEET NUMBER AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE TRAIL \ \\\ // PROVIDING BENCHMARKS AND BEARINGS. CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR I \\ \ / OWN EXPENSE. CASE NUMBER: ZA18- 006 C3 IIICALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER—PC\SERVER\2020 PROJECTS\CD20006 — SOUTHLAKE HOTEL\PLANS\PEDESTRIAN ACCESS PLAN CD20006.DWG I O I N • O LO U) ti . U) 0 M O C Lri If 23) M — 00 = CID N Z_0d- E O C m N — U ILN0� O / PROPOSED 5' 1D hr� ` - - - _ -�- OR REVIEW ONLY, NOT DEW ��? 1� P. 5.0 _ j FOR CONSTRUCTION THIS DOCUMENT IS 15 Fa RELEASED FOR cPBY THE PURPOSE OF PROPOSED ® I I P Rr REVIEW UNDER THE AUTHORITY OF PAUL 5' SIDEWALK I II CRAGUN, P.E. N0. 1127670N H 24 02 21. �� EPSP 112 LEGEND / / 'v'\ N P PGE 1 I d I PEOEsg��� EXISTING EDGE OF PAVEMENT CpO\N5.o p I o — PROPOSED EDGE OF PAVEMENT / Co PROPOSED FIRELANE / \ A PROPOSED 5' SIDEWALK I I i - PROPOSED SIDEWALK \ PROPOSED 5,000 SF BUILDING { 5.0' I R 90 0 \ I LOT 1 10 ----- P POSED 8' \ 20' PIPELINE I EASEMENT o LOT 2...........:............� M LTI-USE \ \ I I 4 STORY TRAIL THE SHAMROCK PROPOSED HOTEL PIPE LINE CORPORATION 5' SIDEWALK 84 ROOMS I \ \ I I .� - , , _ '( i VOLUME 9006, VI I • . � ., i _ � -�I PAGE 1152 , , - . j %� ; A D.R.T.C.T. I\ I I 4' MIN. � \ W I MONOLITHIC V J BROOM FINISH \ I \\I PROPOSED�� I Q V I 5' SIDEWALK ,tt) s I 4" LJ x o LJ ;.;.:;;:_ .;i : :........:..:.. . \ I I PROPOSED 5 000 SF k� 1 I:?�:::::�:��:�:::����.��:::�::��:::�::�:::...� :.:.: �.� �:-.:.>.::� . \ I I BUILDING II Q 3/8", NO. 3 DEFORMED CONCRETE SIDEWALK O8` BR ON 24" CENTERS 3,000 PSI @ 28 DAYS BOTHWAYS SUPPORTED 5•OUU w' �BY PLASTIC CHAIRS SECTION COMPACTED ,14.5 8, SUBGRADE 0163 (NOT TO SCALE)�p 33 GENERAL NOTES cN, 9,6 z^ 1. Al sidewalks shall be at least four feet wide or in comformance with the Trail Master`/' Ld O �J \ FDC 5 D' u7 % / Plan, whichever is greater, and shall be located between the curb or grade line of the \ Q / public street and the ROW line or public access easement if a proved by the city, no O sr \ closer than two (2) feet to the curb or grade line. The Building Official may alter �\I I / / alignment so that the sidewalk meanders within the area between the curb and the ( n ROW Line. v U of I o. OVERFLOW EASEMENT TRACT NO. z \ i I \ / / / / 2. Concrete for sidewalks shall have a minimum compressive strength of 3,000 psi at 28 O C -256A VOLUME 4558, PAGE 505 days. The quantity of mixing water shall not exceed 6 1/2 US gallons per sack (94 D.R.T.C.T. SABRE GROUP CAMPUS lbs.) of Portland cement. The slump of the concrete shall not exceed 4". A minimum G`I LLJ o % I CABINET A, SLIDE 7212 P.R.T.C.T. content of 5 sacks of cement per cubic yard of concrete is required. Sidewalks shall Ld 7 be at least 4" thick. L \ i— �� �I I 3. Sidewalks shall be reinforced with 3/8" no. 3 bars set on 24" centers. A / / / I 4. 1/2" premolded bituminous expansion joints with no. 4 smooth dowels shall be spaced U I— I\ I at 20' intervals. �a I\ ' , 5. Where new work abuts driveways, pavement, curbs, or any other work, expansion joints r n U \ I \ ' ) shall be filled with premolded bituminous expansion joint filler at least 1" nominal v ' thickness and shall extend 6" deep and the entire width of the concrete sections. Bars used in this joint shall be sleeved to allow for the movement of concrete on the W �, \ \\ PROPOSED/.Q` / bars. The bars shall be smooth 3/8" no. 3 bars minimum. No deformed bars shall Q be allowed. �� \ \ ( 5' SIDEWALK // (i, �� 6. Sidewalk control joints shall be grooved 3/8" deep on 4' centers. Sidewalks 5' and \ / j wider shall be sawed at control joints, not tooled.Ld PROPOSED 3,500 /� /�� / 7. The surface of the sidewalk shall have a monolithic broom finish. The edges of the \ \ / sidwalk control joints and expansion joints shall be tooled to a smooth finish not less a_ \�zA SF BUILDING %/ /� / than 2" in width. Exposed edges of the sidewalk shall be rounded with an edger to a \ radius of 1/2". 4� \ \ / 8. Where a sidewalk is to be constructed and a fire hydrant would be within the forms, �Z \ LOT 3 / the forms shall curve around the fire hydrant such that the walk misses the hydrant \ J by a minimum distance of 1'. A transition of 10' is required in and out of curved areas. Where a sidewalk abuts along the back of a curb, sidewalk shall be minimum 5' wide. PROP�\ \ \ PROPOSED / / / 9. All water service meter boxes within a sidewalk shall be concrete. This concrete box \ G/ J / shall have a metal hinged lid and be set at an elevation that will be equal to the finish grade of the sidewalk. The concrete water meter box shall be of the same size as MULLTIEDUSE \ \ 5 SIDEWALK <0.Jji the standard plastic meter box. \ / 10. All sidewalks shall be built at an elevation that will not impede or be otherwise T IL \ \ ` / / +� �� / detrimental to proper lot drainage, with natural grade preferred. \ Y +(G� / 11. All construction of sidewalks, crosswalks, etc. within the City of Southlake ROW shall \ \\ \ O_ \ �'y �O' / conform to Texas Department Of Licensing And Regulation (TDLR) standards and meet Texas Accessibility Standards (TAS). REVISION ATE SIDEWALK DETAIL SOUTHLAKE o 2015.09 BENCHMARK 10 UTILITY E EMENTJ' \ /s �� TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 CABI T A, SL 7212 N \ ��. � / 'tj �0 / PLOT DATE . T.C.T. �'+\ / Gj / AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE !!! CAUTION PROPO D MEDIAN NOSE. N478950.13, E2101877.05 02/24/21 TYPE -7 B ELEV.=601.77 UNDERGROUND UTILITIES PER TXDO \ / DRAWING SCALE EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN DETAIL PED -18 I \/ / MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES �d >' /I/ �. OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 1" = 40' NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE I \ \ / 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY \ \ / ELEV.=601.77 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE CD20006 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER PROPOSED 8\ I \\ // CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT MULTI -USE \ ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR SHEET NUMBER AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE TRAIL \ \\\ // PROVIDING BENCHMARKS AND BEARINGS. CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR I \\ \ / OWN EXPENSE. CASE NUMBER: ZA18- 006 C3 IIICALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER—PC\SERVER\2020 PROJECTS\CD20006 — SOUTHLAKE HOTEL\PLANS\PEDESTRIAN ACCESS PLAN CD20006.DWG 'g2 LOT IR, BLOCK B MTP -IBM ADDITION NO. 1 VOLUME 388-211 / PAGE 68 & 69 P. R. T. C. T. VOLUME G, PAGE 208 P. R. D. C. T, / VARIDESK LLC / _ - ------ EXISTING ZONING: NRPUD ' LAND USE: MIXED USE / RD OU EVA WAY et' RI�N T.) KIRKINOPOg�Ic X51 D.R 131WIDTO 15232 \ / ---•- -tet- t �-- - -_-� a 1 ------- L E 137 y I ,003 758-k - I \ \ \ II ol 5A& -- \ \ I / / \ PPRO 1MATL- LOCATION OF 65 v I/ A x LDN AIRPORT OVERLAY LINE SC SCALED FROM PLAT RECORDED IN - CABINET A, SLIDE 12216 P.R.T. C. T. \wow / / I \ � \ \ \�\ \ \\ / �j /�I 1 lr I l l I I I \\ \ \ \ X, \\\\\ \ \\ \\ \ \ \ \ \`X, \ \\ \ \ \ LOT 1 R1 R1, BLOCK 1 SABRE \ \ / r \ / / GROUP CAMPUS ADDITION \ - / \\ \\ / N I C.C.D. N0. D215221562 \ \ \ \ \ \ / / // I P.R.T.C.T. \ \ I \ \ \ \ \ \ \ \ / / % / / / / / / ) I / I TD AMERITRADE SERVICES COMPANY, INC. LOT�1R1R2, BLOCK / / I / / / / -/ C.C.D. NO. D215235001 O / 87f BR��ROU>lZWPUS AD ON / r / I I I / / \` \ \ \ \ \C.C.D\ NO. D2r5-2262 \\ \ /6'2520, \ \�\\ \ \ \\ \ �.R.T.C.T. \NL / I I / / / ) I I I / / / I / EXISTING ZONING: NRPUD 14 28 n \ \ \ \ \ \ \ \ \ \ \ \ \ \ (/// / % / I LAND USE: MIXED USE 3 \ \ \ \ sJ�VILI��SO�JTH�AKE DEVELOPMENT, �N 3 19 \\ C.\. I C D213T'68\121 63 \ \ \ \ \ \ D.R�.S`T. \ \ I I I / / / / / / DRAINAGE CRITERIA 3r\ \ \ \\ \EXITING c�QNING: (rFdeUD // // / // // / // / / />// ( / / // / tc=15 min. \ \LAN USE: `FIXED US \ - ) ��% / \ \ 1 \ \ \ \ \ // C=0.30 110 (in/hr) =5.53 �`/ / 150 (in/hr) =7.20 /y / / % 1100 (in/hr) =7.98 A\\ \ \ \ _ , - -\� / y` // i/ l I X AREA DESCRIPTION s Z \95 IL / / 1 N UJ DRAWING SCALE 1 "=40' - EXISTING CURB ---450- - EXISTING CONTOUR > - FLOW ARROW - DRAINAGE AREA DIVIDE O- AREA INDICATOR EXISTING SITE CONDITIONS DRAINAGE ID DRAINAGE AREA (AC.) � Tc (min) 110 (in/hr) 150 (in/hr) 1100 (in/hr) Q10 (cfs) Q50 (cfs) Q100 (cfs) COMMENT A 1.43 0.35 15 5.53 7.20 7.98 2.8 3.6 4.0 DRAINS NORTHWARD TO ONSITE EXISTING CHANNEL THEN EAST TO FLOODPLAIN B 0.24 0.35 15 5.53 7.20 7.98 0.5 0.6 0.7 DRAINS NORTHWEST TO KIRKWOOD BLVD C 1.07 0.35 15 5.53 7.20 7.98 2.1 2.7 3.0 DRAINS TO STATE HWY 114 (TXDOT) D 3.27 0.35 15 5.53 7.20 7.98 6.3 8.2 9.1 DRAINS EAST TO FLOODPLAIN TOTAL 6.00 o 11.6 15.1 16.8 / / / CALCULATIONS ARE BASED ON THE RATIONAL METHOD FROM THE ISWM TECHNICAL MANUAL REVISED SEPTEMBER 2014. IA lr O � W d' �/ LL [-- W i X LijZ N (� Q) C) 07 /O V J Lo .� M o ~ o o0 = co N ECD :3 E c M N o U ILN01-- iR REVIEW ONLY, NOT I FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 02/24/21. Q � W � �/ LL [-- W i X LijZ /O V J 0 Z U) X W W W W Qi U LL - O Z 0 U I / \ / BENCHMARK TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE PLOT DATE h MEDIAN NOSE. N478950.13, E2101877.05 02/24/21 CAUTION III III 'N. ��, ELEV.=601.77 UNDERGROUND UTILITIES N / ��. DRAWING SCALE EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEENI v���� MOMUMENT- LOCATED APPROXIMATELY 150 NORTH OF THE CENTERLINE 1 " = 40' LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES 3z OF S.H. 114 AND APPROXIMATELY 45 WEST OF EXISTING T.W. KING (C.R. NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE `s-6'' 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY I ELEV.=601.77 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE I CD20006 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER I CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT I ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR SHEET NUMBER AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE PROVIDING BENCHMARKS AND BEARINGS. CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIROWN \ EXPENSE. TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. `�'1 \ CASE NUMBER: Z A 18 - 6 ,CALL: \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\EXISTING DRAINAGE AREA MAP CD20006.DWG j, g" s i ------------ ------------ ---- _ ---- ss .VARvVA_ KIRo1 PUB' 751 �Rr / 5 / /_ ---- 4 15 (1310 NO2 2 58' -�- - - - - =�j�f \ 5 . co 7 _ I ' S 1 41 %' / / '/ '��- S �� 591 / / / I / u 1 59 / / I ZN 90.0 II - H,N13 0 I �TJ I I 1 l -6 lQ l \ / - \ I I r / Qj L N I \ \ \ \ \\ \ \ \ \ \�\ lX00 I I \_ 84 \\\\V \ do I , I \ \\\V 126", '� \ \ '� \ \ \ \\\ Q // 1 33 2 l 6319 � 59 l #7 /00,I' LEGEND - EXISTING CURB ---450- - EXISTING CONTOUR > - FLOW ARROW - DRAINAGE AREA DIVIDE O- AREA INDICATOR N 0 40 SO DRAWING SCALE 1"=40' DRAINAGE CRITERIA Q=C*I*A DRAINAGE AREA (AC.) tc=10 min. C=0.35; 0.95 110 (in/hr)=6.51 150 (in/hr)=8.40 1100 (in/hr)=9.24 PROPOSED SITE CONDITIONS DRAINAGE ID DRAINAGE AREA (AC.) ,C C Tc (min) 110 (in/hr) 150 (in/hr) 1100 (in/hr) Q10 (cfs) Q50 (cfs) Q100 (cfs) COMMENT A 0.03 0.95 10 6.51 8.40 9.24 0.16 0.21 0.23 SURFACE FLOWS TO KIRKWOOD BLVD B 0.52 0.95 10 6.51 8.40 9.24 3.22 4.15 4.57 DRAINS TO INLET NO. 1 C 0.28 0.95 10 6.51 8.40 9.24 1.76 2.27 2.49 DRAINS TO INLET NO. 2 D 0.05 0.35 10 6.51 8.40 9.24 0.11 0.14 0.15 DRAINS TO INLET NO. 3 E 0.33 0.95 10 6.51 8.40 9.24 2.04 2.63 2.89 DRAINS TO INLET NO. 4 F 0.30 0.95 10 6.51 8.40 9.24 1.84 2.37 2.61 DRAINS TO INLET NO. 5 G 0.14 0.95 10 6.51 8.40 9.24 0.88 1.13 1.24 DRAINS TO INLET NO. 6 H 0.21 0.35 10 6.51 8.40 9.24 0.47 0.60 0.67 DRAINS TO INLET NO. 7 1 0.67 0.95 10 6.51 8.40 9.24 4.14 5.34 5.87 DRAINS TO INLET NO. 8 J 0.17 0.35 10 6.51 8.40 9.24 0.38 0.50 0.55 SURFACE FLOWS TOWARDS EAST K 0.02 0.95 10 6.51 8.40 9.24 0.15 0.19 0.21 SURFACE FLOWS TO STATE HIGHWAY 114 L 0.72 0.35 10 6.51 8.40 9.24 1.64 2.11 2.33 SURFACE FLOWS TO STATE HIGHWAY 114 M 0.60 0.35 10 6.51 8.40 9.24 1.36 1.75 1.93 SURFACE FLOWS TO HEADWALL #9 N 0.67 0.95 10 6.51 8.40 9.24 4.13 5.32 5.86 DRAINS TO INLET NO. 10 0 0.36 0.95 10 6.51 8.40 9.24 2.23 2.88 3.17 DRAINS TO INLET NO. 11 P 0.55 0.35 10 6.51 8.40 9.24 1.26 1.62 1.78 SURFACE FLOWS TOWARDS EAST Q 0.40 0.95 10 6.51 8.40 9.24 2.45 3.17 3.48 DRAINS TO ROOF DRAINS TO PROPOSED STORM SYSTEM TOTAL 6.00 28.20136.381 40.02 V ' / CALCULATIONS ARE BASED ON THE RATIONAL METHOD FROM THE ISWM TECHNICAL MANUAL REVISED SEPTEMBER 2014. i Q/ \ I 8 s .q.K h M CAUTION ill UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES sz6,r NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE I RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY J LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR \ OWN EXPENSE. CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\PROPOSED DRAINAGE AREA MAP CD20006.DWG 1143. h, �.k TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE MEDIAN NOSE. N478950.13, E2101877.05 ELEV.=601.77 MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. ELEV.=601.77 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR PROVIDING BENCHMARKS AND BEARINGS. CASE NUMBER: ZA18- 006 OR REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 02/24/21. O Q N Q Ld O Q:� Ld U) LoO QLd LiJ 0 co 0 a_ Q Z ~ LdO Q � o w Q y .0 L6 M ry 00 2 N E Z :3 E � m LL N U Lv O N CD OR REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 02/24/21. agel r•b7_\Ia 02/24/21 DRAWING SCALE 1" = 40' PROJECT NUMBER CD20006 SHEET NUMBER C5 Q Q Ld C/O Q Q:� Ld X Z QLd LiJ 0 � = 0 a_ Q Z z LdO Q � C,() O Q y U ry L,J LL 0 Z T~ � U Lv U V) O � n 0 agel r•b7_\Ia 02/24/21 DRAWING SCALE 1" = 40' PROJECT NUMBER CD20006 SHEET NUMBER C5 O d' N 00 4-1 rf) O CONNECT PROPOSED 8 SANITARY LEGEND 0 40 80 [N_ U) SEWER MAIN TO EXISTING 4' DIA. U)MANHOLE N0. 61 - EXISTING EDGE OF PAVEMENT (/� O c6 DRAWING SCALE co TOP ELEV.=585.6± -PROPOSED CURB 199=409 FL 8"=577.0 �' X sEx s" w'� - - � � CO EX. FL 8"=576.9 - PROPOSED SANITARY SEWER PIPE O SS_ O Ln - - _ - 3 - EXISTING SANITARY SEWER PIPE •� L M -- -- . �CO - 00 = N W - PROPOSED SANITARY SEWER CLEANOUT ` STALL 4' DIA. MANHOLE PER MH *k z CITY STDS. CNNECT PROPOSED - PROPOSED SANITARY SEWER MANHOLE 0 C N 8 MA AND 8 SANITARY -v - PROPOSED WATER PIPE.O SEWER LATERAL TO MANHOLE .._-� UL L ILL N(D� TOP ELEV.=585.0± -° - EXISTING WATER PIPE ,a 5PN ss; / FL 8"=578.1 00 FL 8"- - CONN XI�TIN-1 ► - PROPOSED REDUCER OR REVIEW ONLY, NOT v -=----- 1NATER LINE ® - PROPOSED WATER METER BOX WITH METER FOR CONSTRUCTION INSTALL------------ - / ----- - PROPOSED STORM SEWER PIPE THIS DOCUMENT IS 14"x8" TAPPING SLEEVE- _______-� 1-s„ VALVERELEASED FOR ss CONNECT PROPOSED 8" EXISTING STORM PIPE THE PURPOSE OF SANITARY SEWER MAIN TO I - - - - - -- REVIEW UNDER THE - EXISTING 4' DIA. MA SOLEAUTHORITY OF PAUL . CONNECT TO EXISTING - - - - - GENERAL NOTES CRAGUN, P.E. WATER LINE -I-- 1. THE SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AND / INSTALL: - ! - ARE APPROXIMATE. THE CONTRACTOR, PRIOR TO CONSTRUCTION, MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF N0. 112767 ON -o R� » ff -= - I- cn � - - - 02/24/21. OU�VAOF-WAY 1-14 x8 TAPPING -- I I PRO 1 _WATER- - - ALL PUBLIC UTILITIES AND SHALL BE RESPONSIBILE FOR CONTACTING ALL FRANCHISE AND MUNICIPAL UTILITIES. THE ENGINEER o -o �RKyyOO p�B R p R.T.c•r.) 1-8" VALVE _ - I v � ME T - - - - - DOES NOT ASSUME RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. NSTA DIA. MANHOLE PER o 51 _ _ - - - - - - 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. • � ;; - � - I I IN :� - -��- K TN� 327 � % CITY SIDS. CONNECT PROPOSED - (�3 WIDN° 152 PPS i7 - r - - ALL MANHOLES CLEANOUTS VALVE BOXES FIRE HYDRANTS ETC. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE 1' " " C•G•D TER EASEME-7212 = - - 1-,-8-x TAPPING SLE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF FINAL 'GRADE AND/OR PAVEMENT. ANY REMOVAL OR DAMAGE TO EXISTING 8 MAIN AND 8 SANITARY v � " _ Ex. � INSTALL;. -- � � ` " _ - 2 1 ET TOE I m Jlj-8 VALVE , - IMPROVEMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS OR HER EXPENSE AND SHALL BE APPROVED SEWER LATERAL TO MAN E DOUBLE -CLEANOU c g� � " �,- TOP 1. R C.T. I _�- }-3--RMATION METER BY THE OWNER. SAID EXISTING IMPROVEMENTS INCLUDE BERMS, DITCHES, FENCES, VEGETABLE, ETC. -. _ n I� /1-2 VALVE 3. DURING THE CONSTRUCTION OF THIS PROJECT, ANY INTERPRETATION OF THE STANDARD SPECIFICATIONS AND ANY MATTER _ - - WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE RESOLVED BEFORE ANY CONSTRUCTION INVOLVING THAT DECISION / 50 - I I I COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE, WHICH ARE MADE DURING THE BIDDING PHASE, WILL 3: PROP. PRo' RCP- - I PSgMgN� HAVE NO BEARING ON THE DECISION. PROP.4� WATER \ PROP. r -� �R�C E E X212 INSTALL: EASEMENT Z I ' 15 8 �� P, SEGO 1-8" 45' ND 4. ANY UTILITY TEST THAT FAILS TO MEET CITY/STATE REQUIREMENTS SHALL BE RE -TESTED AT THE CONTRACTOR'S EXPENSE. 6 - ALL PARTIES WILL ONLY ACCEPT SIGNED ORIGINAL COPIES OF ALL TESTING REPORTS FOR REVIEW. 18 P \ \ a Iw cP 5. CONCRETE BLOCKING SHALL BE PROVIDED ON WATER MAINS AT ALL TEES, WYES, BENDS, CROSSES AND FIRE HYDRANTS. ALL f� 'OQ P �PRNPjE�\ \\ I I I CONCRETE FOR BLOCKING SHALL BE MINIMUM 3000 PSI CONCRETE. POLYETHYLENE WRAP SHALL BE INSTALLED AROUND ALL 8, 4,0 INSTALL: INSTALL: \ S Sq CLEANOUT I 1-8"x6" TEE DUCTILE IRON FITTINGS AND VALVES. THE WRAP SHALL HAVE AN 8 MIL. THICKNESS AND BE WRAPPED AND HELD IN PLACE BY ��F�` - - - - _ I 1-8" VALVE 2" WIDE PLASTIC BACKED ADHESIVE TAPE (POLYKEN 900, SCOTCHRAP NO. 50 OR EQUAL). THE WRAP SHALL BE INSTALLED N ��� gN� 0 1 1-6" VALVE WITHOUT BREAKS, TEARS OR HOLES IN THE FILM. ��� N �PG�M��2 _ I STALL:. / 1 6. ALL TAPPING SLEEVES, VALVES AND VALVE BOXES, FITTINGS AND THRUST BLOCKING SHALL BE PER THE DESIGN AND �P P - - - I o� , 1 -FIRE HYDRANT ASS MBLY SPECIFICATIONS. ' PEggsg���' P gO\ 12 3 � 8A 4 ' END / �8 45 BENDS / - - - - - - - - I 1 7. ALL MATERIALS, CONSTRUCTION, TESTING AND WORKMANSHIP SHALL CONFORM TO STANDARD CONSTRUCTION DETAILS AND z � � � � SPECIFICATIONS. Q TAL\/10I o I 8. WATER LINES CROSSING UNDER STORM SEWER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 1-8::x6 L »• TEE \ / / co co I I 24" OR AS GOVERNED BY TCEQ. PARALLEL WATER LINES SHALL BE AT LEAST 9' CLEAR HORIZONTALLY TO SANITARY SEWER •� » I i \ _-� I I I LINES AND MANHOLES. WHERE MINIMUM CLEARANCE CANNOT BE ACHIEVED, WATER LINES SHALL BE ENCASED BY A MINIMUM 6" n � INSTALL: I I I 3000 PSI CONCRETE TO 10' EITHER SIDE OF UTILITY CROSSING. WHERE WATER LINES CROSS CREEKS OR DITCHES, THE WATER 1-6" VALVE \\ \ \ 1 -FIRE HYDRANT ASSEMBL / /' 1- 11:25 B' NQ I ' I I LINE SHALL BE PROTECTED BY CONCRETE ENCASEMENT AT LEAST 10' PAST THE EMBANKMENT SLOPE ON EACH SIDE. \ / I I I 9. ANY PLUMBING INSTALLED OUTSIDE OF R.O.W. OR AN EASEMENT SHALL BE INSTALLED BY A LICENSED PLUMBER AND INSPECTED \ \ PROPOSED 5,000 SF BY BUILDING INSPECTIONS. W< \ \ BUILDING INS ILL:I I INSTALL: 10. ALL WATER LINES SHALL BE STERILIZED AND PRESSURE TESTED TO 200 PSI FOR A 3 -HOUR CONTINUOUS PERIOD OR LONGER LJJ X \ \ INSTALL: -8 22.5' BEND I // 1-8" 45' BEND PER CITY STANDARDS. ALL TESTING AND STERILIZATION SHALL MEET OR EXCEED CITY SPECIFICATIONS. y W \ 1 CLEANOUTJ �° / I 11. ALL SANITARY SEWER PIPES 4 TO 15 SHALL BE PVC SDR 35 MEETING ASTM D3034 AND HAVE RUBBER GASKET JOINTS. ALL w Q I I LOT 1 / SANITARY SEWER PIPES 18 AND LARGER SHALL BE PVC MEETING ASTM F679. M z 11 I _ I I ► / ( 1 12. ALL SANITARY SEWER LINES SHALL BE TESTED FOR INFILTRATION AND EXFILTRATION IN ACCORDANCE WITH STANDARDS. TV INSPECTIONS, LOW PRESSURE AIR TESTING, VACUUM TESTING OF THE MANHOLES, AND MANDREL TESTING ARE REQUIRED ON ALL _ I 9 � a- I I J------------ SEWER LINES. I I I cn j 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PRODUCING ANY REQUIRED TRENCH SAFETY PLAN OR TRAFFIC CONTROL PLAN. �/ W z m -----o I I L f I / 14. MECHANICAL JOINT VALVES AND FITTINGS AND ALL PIPE JOINTS LESS THAN 20 FEET FROM A VALVE OR FITTING SHALL BE 0 20' PIPELINE I LOT 2 m o I �- I PROPOSED I / EQUIPPED WITH JOINT RESTRAINT DEVICES. RESTRAINT DEVICES SHALL BE EBAA IRON, 2000 PV SERIES OR APPROVED EQUAL. Q (� EASEMENT I I I 4 STORY 15. CONCRETE THRUST BLOCKING SHALL NOT BE REQUIRED ON FITTINGS WHERE MECHANICAL JOINT RESTRAINTS ARE USED EXCEPT - 0 THE SHAMROCK I I I - I - I I/ Cn PIPE LINE HOTEL THAT DEAD-END LINES SHALL BE BLOCKED. U CORPORATION I I _- PROP. 15' WATER 84 ROOMS I I/ 16. CONTRACTOR SHALL INSTALL LOCATING TAPE ON TOP OF ALL NEW UTILITY INSTALLATION. TAPE SHALL BE A MINIMUM OF 5.0 W VOLUME PAGE9101052 I I I - EASEMENT I I INSTALL: / I MIL OVERALL THICKNESS AND BE A MINIMUM OF 3" WIDE. CONTRACTOR SHALL USE STANDARD INDUSTRY COLORS FOR THE z W 0 D.R.T. C. T. I I I I 1-8"x6" TEE I INSTALLATION (BLUE FOR WATER LINES, GREEN FOR SANITARY SEWER, ORANGE FOR COMMUNICATION, ETC.) Q Z \ \ I I I I 1-8" VALVE I 17. THE FIRE LINE, FDC LINE (IF APPLICABLE) AND ALL FIRE APERTURES SHALL BE DESIGN AND PERMITTED THROUGH THE Q INSTALL: II 1-6" VALVE �00 I JURISDICTIONAL AUTHORITY BY A STATE LICENSED FIRE SPRINKLER DESIGNER/CONTRACTOR. THE FIRE LINE IS SHOWN FOR U I ICLEANOUT I 1 -FIRE HYDRANT ASSE LY ��/ I REFERENCE ONLY. U I I + -INS-- L: i I 18. WATER MAINS SHALL HAVE BLUE EMS LOCATOR PADS EVERY 250', CHANGE IN DIRECTION, VALVE, CURB STOP, AND SERVICE O� Q I I PROPOSED 5,000 SF I " c6" TEE CONNECTION TO MAIN WATER MAIN. I I BUILDING�I I_ ALVE I INSTALL: / I INSTALL: 19. GREEN EMS LOCATOR PAD IS TO BE INSTALLED AT EVERY MANHOLE, CLEANOUT, AND SERVICE CONNECTION TO THE I 1-8"x6" TEE 1-8"x4" TEE WASTEWATER MAIN. \ \ I ALVE I $g HYDRANT SSEMBL -FIR_ 1-8" VALVE // I 1-8" VALVE 20. NO TREES SHALL BE PLANTED WITHIN 5' HORIZONTALLY FROM ANY PUBLIC UTILITIES. 1-6VALVE 1-4 VALVE I I � " // � I w I I 1-6" VAULT 85 SIF 1-4" DOMESTIC METER I I I � 6" FIRE LINE // GENERAL NOTES -WATER IMPROVEMENTS: Q \ FDC \ � I - ROOM (IN VAULT) \ �� I I I / 1. All 1 "and 2"water meters will be installed by City personnel. 2. Fire hydrants shall be located outside of sidewalk if walk intended. - - OVERFLOW EASEMENT TRACT NO. 3. All water lines shall be PVC pipe conforming to AWWA standard C-900 DR -18 minimum, with NSF seal, pressure tested I- - - - _J / / C -256A VOLUME 4558, PAGE 505 and disinfected in accordance with NCTCOG STD. SPECS. Water mains to have a minimum of 42" cover to the top of pipe. INSTALL: 8' WATER MINE D.R.T.C.T. SABRE GROUP CAMPUS Service line connectors shall be compression -type with stainless steel tube liners. 1-8" 45' BEN - r - - - - _ - _ _ _ _ _ I I CABINET A SLIDE 7212 P.R.T.C.T. _ _ _ I \\ - I - - I 4. All water lines not under pavement to be encased in sand and backfill shall be select material compacted to 95% o� �o PR / INSTALL: standard proctor density. Pipe including services under public pavement requires cement treated sand backfill. \ OP. 24" RCP » » 5. Water services should be located 10'upstream of the sanitary sewer services. Each location is to be stamped on the 1 ALL: I - _ e I 1-8x6 TEE curb with 2" high letter "W". 1 " 11.25' BEND I I INS ) 1-8"VALVE 6. All services to the meter to be minimum 1 "SDR -9 class 200 polyethylene. " PROP. 30' 1-6 VALVE 7. Water meter boxes will be furnished and installed after paving activities have been completed. / I INSTALL: \ 1 ALVE RCP .O� / 1 -FIRE HYDRANT ASSEMBLY 8. Curb stops should be tested for leakage and full flow when system is pressure tested. \ 2-8" 22.5' BEND I \ / ,�� / 9. All fire hydrant assemblies (Mueller, M&H, or Waterous only) to be equipped with a 6" gate valve and box. Hydrants shall SHEET NO. C6 �\ / SHEET N0. C6 MATCH LINE �MATCH LINE be installed with a factory based prime coat only. Hydrants will be painted by the City. SHEET NO. C7 SHEET NO.C7 10. Any water valves located within pavement areas shall be adjusted to final grade by the paving Contractor. The paving Contractor shall construct a typical concrete block out per detail on sheet. 11. Fire hydrants shall be equipped with 4-1/2" X 5" Storz adapter connection with butterfly vanes. 12. When a water line is bored, the casing shall be capped and valves added on either side. 13. All fittings and bends shall have Mega Lug retainer glands. 14. For valves (Mueller, M&H, or Waterous only) installed 4' and deeper, extension with center ring 2' or less is required. 15. Tapping Saddles must be all stainless steel. BENCHMARK TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 PLOT DATE AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE MEDIAN NOSE N478950 13 E2101877 05 02 24 21 III CAUTION III NOTE: ELEV.=601.77 UNDERGROUND UTILITIES CONTRACTOR SHALL POTHOLE SANITARY DRAWING SCALE EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN SEWER PRIOR TO CONSTRUCTION TO MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES VERIFY DEPTH. OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 1 $$ = 40' NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY ELEV.=601.77 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NOTE: CD20006 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER CONTRACTOR SHALL COMMENCE UTILITY CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT CONSTRUCTION AT THE DOWNSTREAM ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR SHEET NUMBER AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE OUTFALL) LOCATION AND WORK PROVIDING BENCHMARKS AND BEARINGS. CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR C6 OWN EXPENSE. UPSTREAM UP. CASE NUMBER: ZA18- 006 CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\WATER & SANITARY SEWER PLAN CD20006.DWG SHEET NO. C6 SHEET N0. C6 MATCH LINE MATCH LINE SHEET NO. C7 INSTALL: " \ SHEET NO.C7 \ PROPOSED 3,500 A 1-8" 22.5' BEND SF BUILDING / V A V A LOT 3 \ \ INSTALL: \ 1-8" 45' BEND \ \ PR 1 I N STALL: 1-8" 11.25' BEND INSTALL: 1-8" 45' BEND STALL: 8" 22.5' BEN ! ! ! CAUTION H! UNDERGROUND UTILITIES 5' WATT ASEMEN K DCO 0- / p6� 0, INSTALL: DOUBLE CLEANOUT INSTALL: c, CLEANOUT �G I ABI T A, SLI 7212 �+ \ \ 'tj� �00 / ��+\ �10 / INSTALL 4' DIA. MANHOLE PER \ I / CITY STDS. CONNECT PROPOSED \ �,0 8" MAIN AND 8" SANITARY �,, SEWER LATERAL TO MANHOLE. s INSTA\ \\ \\ �2 CONNECT PROPOSED 8" SANITARY 1-8" VALVE \ \ SEWER MAIN TO EXISTING 4' DIA. 1-8" CA V A \ \� ��� MANHOLE INSTALL DROP CONNECTION. SSSAN. EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\WATER & SANITARY SEWER PLAN CD20006.DWG LEGEND 0 40 80 - EXISTING EDGE OF PAVEMENT DRAWING SCALE - PROPOSED CURB 1"=40' -�- - PROPOSED SANITARY SEWER PIPE - EXISTING SANITARY SEWER PIPE (�)CO - PROPOSED SANITARY SEWER CLEANOUT 0 M - PROPOSED SANITARY SEWER MANHOLE - PROPOSED WATER PIPE - EXISTING WATER PIPE P. - PROPOSED REDUCER 0 - PROPOSED WATER METER BOX WITH METER - PROPOSED STORM SEWER PIPE EXISTING STORM PIPE GENERAL NOTES 1. THE SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. THE CONTRACTOR, PRIOR TO CONSTRUCTION, MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES AND SHALL BE RESPONSIBILE FOR CONTACTING ALL FRANCHISE AND MUNICIPAL UTILITIES. THE ENGINEER DOES NOT ASSUME RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 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 GRADE AND/OR PAVEMENT. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS OR HER EXPENSE AND SHALL BE APPROVED BY THE OWNER. SAID EXISTING IMPROVEMENTS INCLUDE BERMS, DITCHES, FENCES, VEGETABLE, ETC. 3. DURING THE CONSTRUCTION OF THIS PROJECT, ANY INTERPRETATION OF THE STANDARD SPECIFICATIONS AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE RESOLVED BEFORE ANY CONSTRUCTION INVOLVING THAT DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE, WHICH ARE MADE DURING THE BIDDING PHASE, WILL HAVE NO BEARING ON THE DECISION. 4. ANY UTILITY TEST THAT FAILS TO MEET CITY/STATE REQUIREMENTS SHALL BE RE -TESTED AT THE CONTRACTOR'S EXPENSE. ALL PARTIES WILL ONLY ACCEPT SIGNED ORIGINAL COPIES OF ALL TESTING REPORTS FOR REVIEW. 5. CONCRETE BLOCKING SHALL BE PROVIDED ON WATER MAINS AT ALL TEES, WYES, BENDS, CROSSES AND FIRE HYDRANTS. ALL CONCRETE FOR BLOCKING SHALL BE MINIMUM 3000 PSI CONCRETE. POLYETHYLENE WRAP SHALL BE INSTALLED AROUND ALL DUCTILE IRON FITTINGS AND VALVES. THE WRAP SHALL HAVE AN 8 MIL. THICKNESS AND BE WRAPPED AND HELD IN PLACE BY 2" WIDE PLASTIC BACKED ADHESIVE TAPE (POLYKEN 900, SCOTCHRAP NO. 50 OR EQUAL). THE WRAP SHALL BE INSTALLED WITHOUT BREAKS, TEARS OR HOLES IN THE FILM. 6. ALL TAPPING SLEEVES, VALVES AND VALVE BOXES, FITTINGS AND THRUST BLOCKING SHALL BE PER THE DESIGN AND SPECIFICATIONS. 7. ALL MATERIALS, CONSTRUCTION, TESTING AND WORKMANSHIP SHALL CONFORM TO STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 8. WATER LINES CROSSING UNDER STORM SEWER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 24" OR AS GOVERNED BY TCEQ. PARALLEL WATER LINES SHALL BE AT LEAST 9' CLEAR HORIZONTALLY TO SANITARY SEWER LINES AND MANHOLES. WHERE MINIMUM CLEARANCE CANNOT BE ACHIEVED, WATER LINES SHALL BE ENCASED BY A MINIMUM 6" 3000 PSI CONCRETE TO 10' EITHER SIDE OF UTILITY CROSSING. WHERE WATER LINES CROSS CREEKS OR DITCHES, THE WATER LINE SHALL BE PROTECTED BY CONCRETE ENCASEMENT AT LEAST 10' PAST THE EMBANKMENT SLOPE ON EACH SIDE. 9. ANY PLUMBING INSTALLED OUTSIDE OF R.O.W. OR AN EASEMENT SHALL BE INSTALLED BY A LICENSED PLUMBER AND INSPECTED BY BUILDING INSPECTIONS. 10. ALL WATER LINES SHALL BE STERILIZED AND PRESSURE TESTED TO 200 PSI FOR A 3 -HOUR CONTINUOUS PERIOD OR LONGER PER CITY STANDARDS. ALL TESTING AND STERILIZATION SHALL MEET OR EXCEED CITY SPECIFICATIONS. 11. ALL SANITARY SEWER PIPES 4" TO 15" SHALL BE PVC SDR 35 MEETING ASTM D3034 AND HAVE RUBBER GASKET JOINTS. ALL SANITARY SEWER PIPES 18" AND LARGER SHALL BE PVC MEETING ASTM F679. 12. ALL SANITARY SEWER LINES SHALL BE TESTED FOR INFILTRATION AND EXFILTRATION IN ACCORDANCE WITH STANDARDS. TV INSPECTIONS, LOW PRESSURE AIR TESTING, VACUUM TESTING OF THE MANHOLES, AND MANDREL TESTING ARE REQUIRED ON ALL SEWER LINES. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PRODUCING ANY REQUIRED TRENCH SAFETY PLAN OR TRAFFIC CONTROL PLAN. 14. MECHANICAL JOINT VALVES AND FITTINGS AND ALL PIPE JOINTS LESS THAN 20 FEET FROM A VALVE OR FITTING SHALL BE EQUIPPED WITH JOINT RESTRAINT DEVICES. RESTRAINT DEVICES SHALL BE EBAA IRON, 2000 PV SERIES OR APPROVED EQUAL. 15. CONCRETE THRUST BLOCKING SHALL NOT BE REQUIRED ON FITTINGS WHERE MECHANICAL JOINT RESTRAINTS ARE USED, EXCEPT THAT DEAD-END LINES SHALL BE BLOCKED. 16. CONTRACTOR SHALL INSTALL LOCATING TAPE ON TOP OF ALL NEW UTILITY INSTALLATION. TAPE SHALL BE A MINIMUM OF 5.0 MIL OVERALL THICKNESS AND BE A MINIMUM OF 3" WIDE. CONTRACTOR SHALL USE STANDARD INDUSTRY COLORS FOR THE INSTALLATION (BLUE FOR WATER LINES, GREEN FOR SANITARY SEWER, ORANGE FOR COMMUNICATION, ETC.) 17. THE FIRE LINE, FDC LINE (IF APPLICABLE) AND ALL FIRE APERTURES SHALL BE DESIGN AND PERMITTED THROUGH THE JURISDICTIONAL AUTHORITY BY A STATE LICENSED FIRE SPRINKLER DESIGNER/CONTRACTOR. THE FIRE LINE IS SHOWN FOR REFERENCE ONLY. 18. WATER MAINS SHALL HAVE BLUE EMS LOCATOR PADS EVERY 250', CHANGE IN DIRECTION, VALVE, CURB STOP, AND SERVICE CONNECTION TO MAIN WATER MAIN. 19. GREEN EMS LOCATOR PAD IS TO BE INSTALLED AT EVERY MANHOLE, CLEANOUT, AND SERVICE CONNECTION TO THE WASTEWATER MAIN. 20. NO TREES SHALL BE PLANTED WITHIN 5' HORIZONTALLY FROM ANY PUBLIC UTILITIES. GENERAL NOTES - WATER IMPROVEMENTS: 1. All 1 "and 2"water meters will be installed by City personnel. 2. Fire hydrants shall be located outside of sidewalk if walk intended. 3. All water lines shall be PVC pipe conforming to AWWA standard C-900 DR -18 minimum, with NSF seal, pressure tested and disinfected in accordance with NCTCOG STD. SPECS. Water mains to have a minimum of 42"cover to the top of pipe. Service line connectors shall be compression -type with stainless steel tube liners. 4. All water lines not under pavement to be encased in sand and backfill shall be select material compacted to 95% standard proctor density. Pipe including services under public pavement requires cement treated sand backfill. 5. Water services should be located 10'upstream of the sanitary sewer services. Each location is to be stamped on the curb with 2" high letter "W". 6. All services to the meter to be minimum 1 "SDR -9 class 200 polyethylene. 7. Water meter boxes will be furnished and installed after paving activities have been completed. 8. Curb stops should be tested for leakage and full flow when system is pressure tested. 9. All fire hydrant assemblies (Mueller, M&H, or Waterous only) to be equipped with a 6" gate valve and box. Hydrants shall be installed with a factory based prime coat only. Hydrants will be painted by the City. 10. Any water valves located within pavement areas shall be adjusted to final grade by the paving Contractor. The paving Contractor shall construct a typical concrete block out per detail on sheet. 11. Fire hydrants shall be equipped with 4-1/2" X 5" Storz adapter connection with butterfly vanes. 12. When a water line is bored, the casing shall be capped and valves added on either side. 13. All fittings and bends shall have Mega Lug retainer glands. 14. For valves (Mueller, M&H, or Waterous only) installed 4' and deeper, extension with center ring 2' or less is required. 15. Tapping Saddles must be all stainless steel. NOTE: CONTRACTOR SHALL POTHOLE SANITARY SEWER PRIOR TO CONSTRUCTION TO VERIFY DEPTH. NOTE: CONTRACTOR SHALL COMMENCE UTILITY CONSTRUCTION AT THE DOWNSTREAM (OR OUTFALL) LOCATION AND WORK UPSTREAM. iR REVIEW ONLY, NOT I FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 02/24/21. 1y O C/O LLJ Q ,'I- LLJ X LLJ N y Q LdLd Z Q) 4-1 O 0 = •� LO O a Lo O .(n coo co co N ti ~O U) O T_ -r- 0-) L LO co - o02 - N Z :3 E O 00 C M N = U U N (D iR REVIEW ONLY, NOT I FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 02/24/21. 1y C/O LLJ Q 3: LLJ X LLJ y Q LdLd Z 0 = a W O Of LLJ Q (n y W W U LL_ 0 U Z O U BENCHMARK TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 PLOT DATE AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE MEDIAN NOSE. N478950.13, E2101877.05 02/24/21 ELEV.=601.77 DRAWING SCALE MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE 1$$ = 40' OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. PROJECT NUMBER ELEV.=601.77 CD20006 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR SHEET NUMBER PROVIDING BENCHMARKS AND BEARINGS. CASE NUMBER: ZA18- 006 C7 cl�. /- z -- -- m fi+36.1 LINE "Aff------------- --- ss +66.7 LAT "A3"- INSTALL 24 -15' BEND FL 8" SS=581.3 / \ INSTALL 3 -GRA FL FL 24" S =577.7 OP=586.4±-585.9 - - - - - - - - - / F »=582.4 o Olj�VAoF,WAY -- PRO 1 _�_ i ° R(WOO eB RIGHpRT.CT.) '�-f _ - -V °� QRS ME T ap_ KI WIDTH P� 5 3251 _ _ (131 NO-] N° X21 2 �E PP S R - A, J / _ - �Irn 0+2316 LAT_:" - Z_ �, 99 LINE- -INSTALL-5' CURB INLET _ - �� Ex END 24" RCF ANO � TOPii�585.7±10 j5 68�1� I I I iFt-1 B"=582.2 ! ! ! CAUTION H! UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\STORM SEWER PLAN CD20006.DWG 50 24"=579.45 ---- -- ----_ - I 9 \ CP �PR��ATE- - n PROP. 24" RCP- - I PROP.�� WATER PROP EASEMENT \� w co I 2+78.2 LINE "A" 1a" R, \ a� I 1 INSTALL TYPE C HEADWALL 0 I ,p END 18" RCP PR \ ch FL 18"=580.5 _ _ _ 1 I INSTALL TYPE "A" HEADWA INTEGRAL WITH RETAINING ALL 0+72.9 LAT "A4" 0 V WITH 12'x12.5' RIP -RAP P D / INSTALL 5' CURB INL BEGIN 24" RCP JTOP=590.5± ' - - - - - _ FL 24"=575.9 FL 18"-587.0 c \\ /0-1 I r I I I coi I I � _ I I I I / I 1+38.5 LAT "A2" I I / w INSTALL 2-G / I I z ED 5,000 SF {j TOP=591 ------------ .1± I I JILDING ( I I� I FL 18"=587.6 J 1< I I I LOT 1 / I � I 10 I �' 4► � I I � I PROPOSED LOT 2 II / II i 4 STORY F - HOTEL PROP. 15' WATER / 84 ROOMS I I �I EASEMENT I I I I I �, I I I 00/ 1 0+70.4 LINE "D" DOSED 5,000 SFI I I INSTALL 2'x2' / I BUILDING { I I I I GRATE INLET / I TOP=593.7± I I �I II I II FL 18"=581.0 0 1, FDC ------------ 1001, PROF 8" WATER NE \ ;o / I I 24 I I PROP. RCP I ° - ------- - --- ff " 1 % I 0+00 LINE "D"= �\ PROP.RCP ,p� I°K I STALL TYPE "A" HEADWALL 1+45 LINE C I INTEGRAL WITH RETAINING WALL INS LL 5' CURB INLET \ '�/ f " � / �' /WITH 12x12.5 RIP -RAP PAD L 18 (IN)=580.6 \ PROPOSED 3,500" � �\ L " (0 T)=580.5 � �A A\ SF BUILDING / FL 30 RCP � � / FL 30 == 578.5 \ / 0+/00 LINE "C"= LOT 3 // O�-14.9 LINE "B ,INSTALL 5' CURB INLET �\ V 0 27.8 NE "E" \ , / / TOP=589.9± INSTALL 2'x2' GRATE NLET i FL 24" (IN)=579.9 \ TOP' 5 .6± , FL 30" (OUT)=579.8 -0+00 LINE F = 0+00 LINE "E" \ \R 15' WAT , 0+81.4 LAT"Cl" \ \ ASEM EN;� ® oe . i i/ INSTALL 5' CURB INLET TOP=588.6± FL 18" (IN)(S)=580.7 \ FL 18" (IN)(W)=580.7 FL 24" (OUT)(N)=580.6 0+6" LINE "F" k INSTALL 60' BEND FL 18"=581.7 4<).1+54.1 LINE "F" INSTALL 5' CURB INLET TOP=586.5± / FL 18"=583.0/ I � / LEGEND: - EXISTING CURB - PROPOSED CURB - PROPOSED STORM PIPE - EXISTING STORM PIPE - PROPOSED WASTEWATER PIPE - EXISTING WASTEWATER PIPE - PROPOSED WATER PIPE - EXISTING WATER PIPE - PROPOSED INLET 0 PROPOSED CURB INLET N 0 40 SO DRAWING SCALE 1"=40' GENERAL NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY'S STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS EXCEPT AS NOTED HEREIN OR APPROVED BY THE CITY. 2. ALL STORM SEWER PIPE SMALLER THAN 18" SHALL BE SDR -35 PVC, ADS N-12 DRAINAGE PIPE OR APPROVED EQUAL. ALL STORM SEWER PIPE 18" AND LARGER SHALL BE IN CLASS III RCP OR AS INDICATED ON THE PLAN. 3. ALL DRAINAGE STRUCTURES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED HEREIN OR STANDARD DETAILS. 4. ALL PRECAST BOX CULVERTS, DRAINAGE STRUCTURES AND RCP WILL REQUIRE A CERTIFICATION FROM THE MANUFACTURER THAT THE PRODUCT MEETS THE DESIGN REQUIREMENTS AND 28 DAY COMPRESSIVE STRENGTH. 5. CONTRACTOR SHALL HAVE A TRENCH SAFETY PLAN AND A TRAFFIC CONTROL PLAN (IF REQUIRED) AT THE TIME OF PRE -CONSTRUCTION MEETING. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATION. 7. CONSTRUCTION SHALL BEGIN AT DOWNSTREAM END OF PROJECT AND CONTINUE UPSTREAM WITH PIPE GROOVES FACING UPSTREAM. 8. CONTRACTOR SHALL PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. 9. THE LOCATION OF ALL UTILITIES INDICATED ON THESE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 10. SEE WATER AND SANITARY SEWER PLAN FOR ADDITIONAL INFORMATION RELATED TO OTHER UTILITY CONSTRUCTION. 11. ALL TRENCH BACKFILL FOR PUBLIC STORM SEWER SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. GENERAL NOTES - STORM DRAINAGE IMPROVEMENTS: 1. ALL STORM SEWER AND CULVERT PIPE AND FITTINGS SHALL BE ASTM C76, CLASS III REINFORCED CONCRETE PIPE (RCP), INSTALLED WITH COMPRESSIVE TYPE JOINTS. 2. AFTER COMPLETION OF ALL STORM SEWER INSTALLATION, THE CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE A VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. 3. INSTALL A BENCHMARK ON A DRAINAGE STRUCTURE WITHIN OR NEAR THE SITE. A LETTER INCLUDING THE LOCATION AND ELEVATION OF THE BENCHMARK MUST BE SUBMITTED TO PUBLIC WORKS PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 4. STORM SEWER PIPES LARGER THAN 36" MUST BE WIPED WITH NON -SHRINK GROUT AFTER INSPECTION AND APPROVAL. NOTE: CONTRACTOR SHALL COMMENCE UTILITY CONSTRUCTION AT THE DOWNSTREAM (OR OUTFALL) LOCATION AND WORK UPSTREAM. _6�BENCHMARK TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE MEDIAN NOSE. N478950.13, E2101877.05 ELEV.=601.77 MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. ELEV.=601.77 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR PROVIDING BENCHMARKS AND BEARINGS. CASE NUMBER: ZA18- 006 )R REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 02/24/21. Z O (/O Q d' Ld y X Ld N Q O LLJ •� VO Lo Ld 0 LLJ LoO C,() 0 ED co U cy') X~ LLJ O L � U. in O. If N L 6 M - 00 .� N E O 00 c M N U LL 64 (D )R REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 02/24/21. Z (/O Q Ld y X Ld Z Q LLJ ~ Ld 0 LLJ o C,() 0 y U LL LLJ O L � U. Q O U V) ,[e1ml7:\ll 02/24/21 DRAWING SCALE 1" = 40' PROJECT NUMBER CD20006 SHEET NUMBER C8 m nHo 0"o 1 CAUTION ! I ! UNDERGROUND UTILITIES 0AlFug)um MADE N UJ - EXISTING CURB - PROPOSED CURB DRAWING SCALE 1 "=40' PROPOSED FIRE LANE STRIPE - CONSTRUCTION PHASE 1 BOUNDARY - PROPOSED SIDEWALK - PROPOSED PAVEMENT - PROPOSED ROW DEDICATION - BUFFERYARD PHASE 1 = f3.61 ACRES PHASE 1 PARKING TOTAL = 143 LOT 1 R1 R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS BENCHMARK TBM-5/8" IRON PIN WITH RED CAP AT THE INTERSECTION OF S.H. 114 AND EXISTING T. W. KING ROAD (C. R. 3088) IN THE EAST EDGE OF THE MEDIAN NOSE. N478950.13, E2101877.05 ELEV.=601.77 EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN MOMUMENT- LOCATED APPROXIMATELY 150' NORTH OF THE CENTERLINE LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS PARTIES. THE ENGINEER DOES CD OF S.H. 114 AND APPROXIMATELY 45' WEST OF EXISTING T.W. KING (C.R. NOT ASSUME THE RESPONSIBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE THE SOLE d- PLAN PREPARED BY: 3088) AND APPROXIMATELY 75' SOUTH OF STOP & GO MART. RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY THE HORIZONTALLY AND VERTICALLY LOT 1 R1 R2A, BLOCK 1CUMULUS DEVELOPER: SOLANA DEVELOPMENT SOLUTIONS, LP DESIGN ELEV.=601.77 LOCATION OF ALL UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE SABRE GROUP CAMPUS P.O. BOX 1530 P.O. BOX 2119 PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED AND NOTIFY THE ENGINEER ADDITION, AN ADDITION TO THE MIDLOTHIAN, TX 76065 760 EULESS, TX 76039 CONTRACTOR SHALL COORDINATE WITH SURVEYOR FOR BENCHMARKS AND OF ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PROTECT CITY OF SOUTHLAKE, TARRANT TELEPHONE: 972.533.8702 TELEPHONE: 214.235.0367 ELEVATIONS PRIOR TO CONSTRUCTION. ENGINEER NOT RESPONSIBLE FOR AND MAINTAIN ALL UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE BY THE FAX: 214.506.3205 FAX: 214.235.0546 PROVIDING BENCHMARKS AND BEARINGS. CONTRACTOR TO UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR COUNTY, TEXAS CONTACT: DAVID CARR CONTACT: PAUL CRAGUN OWN EXPENSE. CASE NUMBER: Z A 18 - O 0 6 CALL: TEXAS ONE CALL ® 1-800-245-4545 AT LEAST 48 HRS PRIOR TO CONSTRUCTION. \\SERVER-PC\SERVER\2020 PROJECTS\CD20006 - SOUTHLAKE HOTEL\PLANS\CONSTRUC77ON PHASE I PLAN CD20006.DWC )R REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS RELEASED UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 2/24/21. Z Q n z O U Cn z O U z_ O w Q D O V) 11 O Q X w z D O U PLOT DATE 02/24/21 DRAWING SCALE 1" = 40' PROJECT NUMBER CD20006 SHEET NUMBER C9 ,A I- CD - d- r N ( C) 00 = N Zed' E CD 00 c m N - UFLN("� )R REVIEW ONLY, NOT FOR CONSTRUCTION THIS DOCUMENT IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS RELEASED UNDER THE AUTHORITY OF PAUL CRAGUN, P.E. NO. 1127670N 2/24/21. Z Q n z O U Cn z O U z_ O w Q D O V) 11 O Q X w z D O U PLOT DATE 02/24/21 DRAWING SCALE 1" = 40' PROJECT NUMBER CD20006 SHEET NUMBER C9 rl D z0 V J a CL a 226'-5 518" V 16'-0" 88'-10" 106-5 5l8" SOLANACAPITALGROU PCOM THESE PLANS HEREIN ARE THE PROPERTY OF SOLANA CAPITAL GROUP AND ARE PROTECTED suPPLv UNDER APPLICABLE COPYRIGHT Pool o LAWS. ROOM o O POOL REST N ROOM in Eo POOL POOL OM REST RO �J �J 8'-10" T-2" sPA LAUNDRY c -i 4'-0" 11'-0" 105'-0" HOUSOEF OFFICE ui MACHINE OFFICE ROOM 1� \ MECHANICAL 1 ROOM ELEVATOR 0 BANK BUSINESS CENTER PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM STAIRS 1 STORAGE 0 STAIRS 3 KITCHEN � pp co c� w STAIRS 2 SUNDRY SHOP �--------------- \ / U) ui DESK WOMEN'S REST ROOM I d <"o Y \ M PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED \ / GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM I J REST ROOM / \ VESTIBULE / / \ \ I I I O o / Lu L/Fl(� 0 0 MEN'S REST / \ SUSHI \� RESTAURANT DATE DESCRIPTION 0 161'-8 7/8" 6'-0" 48'-8 314" 226-5 518" PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. o 1 GROUND FLOOR PLAN SCALE: 3/32" = 1'-0" JOB #: GROUND FLOOR PLAN rl D z0 V J a CL a 226-5 518" V 4'-0" 11'-0" 105'-0" 106-5518° SOLANACAPITALGROURCOM THESE PLANS HEREIN ARE THE PROPERTY OF SOLANA CAPITAL GROUP AND ARE PROTECTED UNDER APPLICABLE COPYRIGHT LAWS. PROPOSSED PROPOSSED 2ND FLOOR MAID PROPOSSED PROPOSSED PROPOSSED GUEST ROOM I GUEST ROOM JAREA AND STORAGE GUEST ROOM GUEST ROOM GUEST ROOM _ of LLJ x x STAIRS 3 sTnias z PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM sioc O MEETING ROOM co 00 OPEN TO - I< BELOW n ui Z Ld M J Ta PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED O � T Lu GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM U) 0 0�/'� T V/ DATE DESCRIPTION 180'-6" 46-115/8" 226-5 518" PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. 0 FOURTH FLOOR PLAN SCALE: 3/32" = 1'-0" JOB #: FOURTH FLOOR PLAN n ol SECOND FLOOR PLAN V 1 SCALE: 3/32" = l'-0" SOLANACAPITALGROU PCOM THESE PLANS HEREIN ARE THE PROPERTY OF SOLANA CAPITAL GROUP AND ARE PROTECTED UNDER APPLICABLE COPYRIGHT LAWS. ui 0 O m E.m o0 DATE I DESCRIPTION PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. JOB #: SECOND FLOOR PLAN Q Z X ui ui w Y J Q o0 DATE I DESCRIPTION PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. JOB #: SECOND FLOOR PLAN rl D z0 V J a CL a 226'-5 518" V 4'-0" 11'-0" 105'-0" 106-5518" SOLANACAPITALGROURCOM THESE PLANS HEREIN ARE THE PROPERTY OF SOLANA CAPITAL GROUP AND ARE PROTECTED UNDER APPLICABLE COPYRIGHT LAWS. N PROPOSSED PROPOSSED 2ND FLOOR MAID PROPOSSED PROPOSSED PROPOSSED GUEST ROOM I GUEST ROOM JAREA AND STORAGE GUEST ROOM GUEST ROOM GUEST ROOM ui I Z STAIRS 3 Ell STAIRS 2 PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM On in co GARDEN BAR I 00 PATIO x W Z ui M PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED PROPOSSED \l Ld GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM J 0 .j w� 0 0�/'� T V/ DATE DESCRIPTION 226-5 518" PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. o 1 TH I RD FLOOR PLAN SCALE: 3/32" = 1'-0" JOB #: THIRD FLOOR PLAN 01 ELEV=152'-0" PARAPET CAP ELEV=148'-0" ROOF _ ELEV=136'-0" FOURTH FLOOR _ ELEV=124'-0" THIRD FLOOR ELEV=112'-0" SECOND FLOOR FRONT ELEVATION SCALE: 3/32" = V-0" 1a1►167ila�la��P]CI ELEV=152'-0" f k PARAPET CAP ELEV=148'-0" ROOF ELEV=136'-0" fdh FOURTH FLOOR qV ELEV=124'-0" THIRD FLOOR ELEV=112'-0" SECOND FLOOR SOLANACAPITALGROUP.COM THESE PLANS HEREIN ARE THE PROPERTY OF SOLANA CAPITAL GROUP AND ARE PROTECTED UNDER APPLICABLE COPYRIGHT LAWS. �J O m IN ONE 0 NINE 1NNNIIIN WA I mm 01 ELEV=152'-0" PARAPET CAP ELEV=148'-0" ROOF _ ELEV=136'-0" FOURTH FLOOR _ ELEV=124'-0" THIRD FLOOR ELEV=112'-0" SECOND FLOOR FRONT ELEVATION SCALE: 3/32" = V-0" 1a1►167ila�la��P]CI ELEV=152'-0" f k PARAPET CAP ELEV=148'-0" ROOF ELEV=136'-0" fdh FOURTH FLOOR qV ELEV=124'-0" THIRD FLOOR ELEV=112'-0" SECOND FLOOR SOLANACAPITALGROUP.COM THESE PLANS HEREIN ARE THE PROPERTY OF SOLANA CAPITAL GROUP AND ARE PROTECTED UNDER APPLICABLE COPYRIGHT LAWS. �J O m 23'-5" 8'-11 " 20'-7" 36'-6" SIDE ELEVATION SCALE: 3/32" = V-0" ELEV=152'-0" PARAPET CAP _ ELEV=148'-0" ROOF q�-- _ ELEV=136'-0" FOURTH FLOOR �— _ ELEV=124'-0" THIRD FLOOR _ ELEV=112'-0" SECOND FLOOR ELEV=100'-0" ik FINISHED FLOOR 02 REAR ELEVATION SCALE: 3/32" = V-0" 1.4'-0" I. 89'-5" I. 0 SIDE ELEVATION 3 SCALE: 3/32" = V-0" ELEV=152'-O" PARAPET CAP _ ELEV=148'-0" ROOF _ ELEV=136'-0" tdh FOURTH FLOOR _ ELEV=124'-0" fdk THIRD FLOOR qV ELEV=112'-0" SECOND FLOOR ELEV=100'-0" FINISHED FLOOR 00 DATE I DESCRIPTION PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. JOB #: EXTERIOR ELEVATIONS I eel 23'-5" 8'-11 " 20'-7" 36'-6" SIDE ELEVATION SCALE: 3/32" = V-0" ELEV=152'-0" PARAPET CAP _ ELEV=148'-0" ROOF q�-- _ ELEV=136'-0" FOURTH FLOOR �— _ ELEV=124'-0" THIRD FLOOR _ ELEV=112'-0" SECOND FLOOR ELEV=100'-0" ik FINISHED FLOOR 02 REAR ELEVATION SCALE: 3/32" = V-0" 1.4'-0" I. 89'-5" I. 0 SIDE ELEVATION 3 SCALE: 3/32" = V-0" ELEV=152'-O" PARAPET CAP _ ELEV=148'-0" ROOF _ ELEV=136'-0" tdh FOURTH FLOOR _ ELEV=124'-0" fdk THIRD FLOOR qV ELEV=112'-0" SECOND FLOOR ELEV=100'-0" FINISHED FLOOR 00 DATE I DESCRIPTION PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. JOB #: EXTERIOR ELEVATIONS m m a L7 m 0 a m IL m EXTERIOR ELEVATIONS EXTERIOR BAR I s� f M� EXTERIOR BAR PORCELAIN TILE GOLDEN DRAGON EXTERIOR BAR TOP QUARTZ SAHARA NOIR EXTERIOR BAR PORCELAI N E TILE FOREST WOOD EXTERIOR WALL ACCENT PORCELAIN TILE BROOKLYN WOOD WENGE EXTERIOR WALL ACCENT STUCCO AND PAINT INKY BLUE EXTERIOR WALL PATIO PORCELAIN TILE LAURENT BLUE NOTES: ALL FUTURE DEVELOPED PADS ON SITE MUST UTILIZE MATERIALS THAT HAVE BEEN APPROVED BY CITY FOR USE ON HOTEL. EXTERIOR WALL ACCENT PORCELAIN TILE ALPS MARBLE EXTERIOR WALL ACCENT PORCELAIN TILE ARMANI BROWN EXTERIOR WALL ACCENT PORCELAIN TILE CONCRETE NATURAL GRI SOLANACAPITALGROUP.COM THESE PLANS HEREIN ARE THE PROPERTY OF SOLANA CAPITAL GROUP AND ARE PROTECTED UNDER APPLICABLE COPYRIGHT LAWS. ui 0 O m w Q Q zw x Qw J Q w O � 00 DATE I DESCRIPTION 1 PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. JOB #-. EXTERIOR MATERIAL BOARD GUEST ROOM DOOR PLASTIC LAMINATE LOWELL ASH RESTROOM WALL PORCELAIN TILE DOVE GREY BEDROOM FLOOR ACCENT PORCELAIN TILE BRECCIA GREY CEILING PLASTER AND PAINT CEILING BRIGHT WHITE RESTROOM WALL ACCENT PORCELAIN TILE ALPS MARBLE BEDROOM FLOOR CARPET SEA FOAM SINK QUARTZ MARQUIN GREY 4819 x 63'1 BEDROOM WALL PLASTER AND PAINT ECHELON ECRU BEDROOM ACCESSORIES PORCELAIN TILE VOLGA BLUE PATIO TILE PORCELAIN TILE LAURENT BLUE BEDROOM WALL ACCENT PORCELAIN TILE KALINA NATURAL SOLANACAPITALGROUP.COM THESE PLANS HEREIN ARE THE PROPERTY OF SOLANA CAPITAL GROUP AND ARE PROTECTED UNDER APPLICABLE COPYRIGHT LAWS. Q a z x Q w v J o0 DATE I DESCRIPTION PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. JOB #-. GUEST ROOM MATERIAL BOARD ti � ~ti f r • r 'ti ti ti r �ti .% %% %ti - ti i4ti4 r —ti •ti ti � •�• �%% G•� �7 ti �' �l tis • � i o ti I ti ti ti i o 16 r� ti ti 'ti . ' 6 ' 1 r r f• � ti tib a l %% L 1 1 ' % % 6 1 ' ti % 1 •••.. r 1 i 1 _ 1 II 1 ti 6 ■ �e • r' ti L _ r' � 1 ti 'ti ti ti % %„ ti ..ti PUBLIC RESTROOM SINK QUARTZ MARQUIN GREY 4811 x 6311 WALL PORCELAIN TILE TOPAZ LGY 2419 x 48'1 TOILET PARTITIONS PLASTIC LAMINATE SLATE 5 WALL PORCELAIN TILE LAURENT GRAY 2419 x 48'1 DOOR PLASTIC LOWELL FLOOR PORCELAIN TILE ANTICA MOCA 3211 x 6311 CEILING LAMINATE PLASTER AND PAINT ASH CEILING BRIGHT WHITE SOLANACAPITALGROUP.COM THESE PLANS HEREIN ARE THE PROPERTY OF SOLANA CAPITAL GROUP AND ARE PROTECTED UNDER APPLICABLE COPYRIGHT LAWS. uj 0 O m w p w� o0 DATE I DESCRIPTION PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. JOB #-. RESTROOM MATERIAL BOARD z X <w i IIIIIIIIJ p w� o0 DATE I DESCRIPTION PRELIMINARY THIS DOCUMENT SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. JOB #-. RESTROOM MATERIAL BOARD 4=99°18'40"� R=90-00 I L=156.00' I - - � p�LEVAR Wp,Y \ - I � PROP. ,i =W��� / WpO� B UL T -OF, EXISTING FIRE-OwATE=E�E�ENT- jpTYPE'1'e rASEME T / KIRK PpBLIC HYDRANT -I- -I- - r �� / 131, Vol) PROPOSED 5' SIDEWALK - i 1040I� / 174 176 - 7 1175R �, \ _ y I I 15 E�� P\GS DE�212 � � L 9 / StMEN/ I 1179 ROPOSED 8' } MASONRY COMPACTOR 1181 / � 5 7 v� I NCLOSURE WITH / i ''/1\- - _\56 10 I ItOLID METAL GATES I i 1182 / �2 185 �� 5\ {�, - -\I------ \ I / i / / 588/�3 / g4 103I '�` �1 3 Fl- 203/ 85 < \ H \ \ � // / / 5 X )899 \ W 1 / oloo 5 9 1 96 �64 \ / � I / 01 \/g I 426 5 42 9 \/1 /4 606 647 =; 6 608 s -\ 43 430 75oJ o I I \ APPROXIMAI wn aea OVERLAY LII`stig LaI SCALED FRO ryand Entwall with v9es / I / II \ \ SLIDE 122 16 to reman in this area\ 0 X 60 4 637 628 P.R.T.C.T. 37/�°489 0 , ° 936 48 d� ------\---/s2s 625 - /441 fi487 49 \ 627 42' 485 4 Jl'X 63&2 655 I \ 491 \� 631 _ f i \� / 638 / / 664 I i I \ 54' 56 99 / I PROP SED 8'-//V AV A I�'.qN SID WALK I \ I yAZ \ I \ \ Iz M \ \ \I m I \ A=6'26'28" \\ I\ I A\ R=1452.40' V I A I \ L=163.28' I A I \ CH- 33°22'03"W \ 3.19' \ I I \ \ 0.38 AC OW \ II II \\ \ DEDICATI N \ I I E N 445 / �I\ 18 : 1g4 446 \\ 4 8 671 661�17r� _ l 6651/ I / 00 68 W / 4 0 / 4733 / s0 k 667 v I ��8 %� 4 , -� / v / I� I/ I 168 / m I I I I 68 I I 8690 �v1 I 87� 45 4I 302 67 691J \ \'y co 692 i Ta(I G2`, I \ / 647 ` 46 ' 8FDC � y i I OVERFLOW EASEMENT TRACT NO. C -256A \- s \ \ _, VOLUME 4558, PAGE 505 D.R.T.C.T. SABRE GROUP i rJ -� / \ \ \ \4 \\ \ 4 \s \ �H / I CAMPUS CABINET A, SLIDE 7212 P.R.T.C.T. 40 3 I / 44 / 08 17 1.00 � 416 426 412 31% 14 /� \ ,i \ate 1 �1 i' �� \ 425 415 �18 �� \�/ F \ 42 V A i /i 'L ' 2 307 / �� �Y!/? \ \ J LOT -3-, 1 �r \ \ \ 42 420 I \ oPo'/' / \ \ \c� \ PROP. 1 \ \ WATE / / / / /� LO TREE \ \ / TRUNK ;�� �,, ',;? ✓C ';;' ; G\ v s- PROP QED 8 SID WALK / 1, D!ll1T ❑D/�TCf'TIr�AI �Y-_'�S�' Tag Number Species Caliper Size (inches) Stem Shot No. 301 Juniper 8 Single 3125 302 Juniper 18 Single 3123 303 American Elm 12 Single 3122 304 American Elm 22 Single 3051 305 American Elm 13 Single 3044 306 American Elm 24 Single 3043 307 Juniper 6 Single 3041 308 Live Oak 6 Single 3055 309 American Elm 14 Single 3056 310 American Elm 15 Single 3049 311 Juniper 10 Single 3131 312 Hackberry 6 Single 3130 313 American Elm 9 Single 3038 401 Post Oak 7,6 Multi 3069 402 Post Oak 6 Single 3067 403 Blackjack Oak 12,10 Multi 3066 404 Post Oak 9 Single 1665 405 Post Oak 6 Single 1664 406 Post Oak 7 Single 1667 407 Post Oak 10 Single 1668 408 Post Oak 6 Single 1669 409 Post Oak 8 Single 1666 410 Post Oak 12 Single 1864 411 Post Oak 7,5 Multi 1670 412 Post Oak 9,8,5 Multi 3062 413 Post Oak 7,5,4,4,3 Multi 3065 414 Blackjack Oak 8 Single 3061 415 Post Oak 12 Single 3060 416 Post Oak 10 Single 3063 417 Post Oak 8,5 Multi 3064 418 Post Oak 12 Single 3059 419 Blackjack Oak 14 Single 3057 420 Post Oak 19 Single 1680 421 Post Oak 15 Single 1679 422 Post Oak 12,6 Multi 1677 423 Post Oak 16 Single 1676 424 Post Oak 13,6 Multi 1675 425 Post Oak 7,5 Multi 1674 426 Post Oak 9 Single 1673 427 Post Oak 9 Single 3192 428 Post Oak 11,9 Multi 3190 429 Post Oak 15,14 Multi 3189 430 Post Oak 7 Single 3188 431 Post Oak 20 Single 3202 432 Post Oak 11 Single 3201 433 Post Oak 6 Single 3200 434 Cedar Elm 7 Single 3199 435 Cedar Elm 7 Single 3198 436 Cedar Elm 9 Single 1731 437 Post Oak 8 Single 3207 438 Post Oak 10 Single 3203 439 Post Oak 9 Single 3204 440 Post Oak 14 Single 3205 441 Post Oak 7 Single 3206 442 Post Oak 10 Single 1744 443 Post Oak 10 Single 3095 444 Post Oak 11 Single 3094 445 Post Oak 9,8 Multi 3093 446 Blackjack Oak 7 Single 3097 447 Post Oak 7,7,4 Multi 3098 448 Post Oak 10 Single 3102 449 Post Oak 6 Single 3092 450 Post Oak 9,8 Multi 3101 451 Cedar Elm 9,9,7,4,4 Multi 3133 452 Post Oak 8 Single 3088 453 Post Oak 8 Single 3111 454 Post Oak 8 Single 3110 455 Post Oak 9 Single 3109 456 Post Oak 6 Single 3108 457 Post Oak 7 Single 3103 458 Post Oak 11 Single 3104 459 Post Oak 8 Single 3105 460 Post Oak 25 Single 3106 461 Post Oak 8 Single 3107 462 Post Oak 7 Single 3113 463 Post Oak 8 Single 3112 464 Post Oak 7 Single 3114 465 Post Oak 8 Single 3077 466 Post Oak 10 Single 3076 467 Post Oak 6,6 Multi 3075 468 Post Oak 10,5 Multi 3074 469 Post Oak 9,6 Multi 3073 470 Post Oak 7,4 Multi 3071 471 Post Oak 14,12 Multi 3078 472 Post Oak 20,16 Multi 3115 473 Post Oak 13 Single 3134 474 Post Oak 14 Single 3136 475 Post Oak 9 Single 3138 476 Post Oak 6 Single 3135 477 Post Oak 6 Single 3137 478 Post Oak 8 Single 3139 479 Post Oak 10 Single 3140 480 Post Oak 8 Single 3143 481 Post Oak 14 Single 3144 482 Post Oak 6 Single 3145 483 Post Oak 15 Single 3142 484 Post Oak 16 Single 3141 485 Burr Oak 10 Single 3146 486 Post Oak 15 Single 3147 487 Post Oak 11 Single 3148 488 Post Oak 12 Single 3153 489 Post Oak 14 Single 3150 490 Post Oak 14 Single 3149 491 Post Oak 12 Single 3152 4' 6" MULCH INSIDE RPZ I FENCING SHOWN ABOVE IS DIAGRAMMATIC ONLY SEE NOTES AND WILL CONFORM TO THE DRIP LINE AND LIMITED TO PROJECT BOUNDARY TREE PROTECTION FENCE A NOT TO SCALE OWNER: WILKS SOUTH LAKE DEVELOPMENT LLC 2511 COUNTY ROAD 169 CISCO, TX 76437 DEVELOPER: SOLANA DEVELOPMENT SOLUTIONS, LP P.O. BOX 1530 MIDLOTHIAN, TX 76065 TELEPHONE: 972.533.8702 FAX: 214.506.3205 CONTACT: DAVID CARR Tag Number Species Caliper Size (inches) Stem Shot No. 492 Post Oak 12 Single 3154 493 Post Oak 24 Single 3151 494 Post Oak 8 Single 3155 495 Post Oak 9 Single 3156 496 Blackjack Oak 8 Single 3191 497 Blackjack Oak 6,6 Multi 3164 498 Blackjack Oak 6,5,3 Multi 3163 499 Blackjack Oak 8 Single 3165 500 Juniper 16 Single 3166 560 American Elm 9 Single 3182 561 American Elm 22,14,6 Multi 3183 562 Post Oak 21 Single 3178 563 Post Oak 15 Single 3177 564 Post Oak 7 Single 3176 565 Bumelia 6 Multi 3175 566 American Elm 14,12 Multi 3179 567 Post Oak 17 Single 1687 568 Post Oak 9 Single 1692 569 Post Oak 7 Single 1689 570 Post Oak 9 Single 1693 571 Post Oak 7 Single 1691 572 Post Oak 8 Single 1690 573 Post Oak 6 Single 1688 574 Post Oak 6 Single 1694 575 Post Oak 6 Single 1695 576 Post Oak 8 Single 1699 577 Post Oak 6 Single 1698 578 Post Oak 7 Single 1700 579 Post Oak 7 Single 1697 580 Blackjack Oak 8 Single 1696 581 Post Oak 9 Single 1701 582 Post Oak 6 Single 1703 583 Post Oak 13 Multi 1702 584 Post Oak 15 Single 1709 585 Post Oak 7 Single 1710 586 Post Oak 6 Single 1727 587 Post Oak 8 Single 1708 588 Post Oak 6 Single 1707 589 Post Oak 7 Single 1720 590 Post Oak 8 Single 1721 591 Cedar Elm 6 Single 1724 592 Post Oak 8 Single 1725 593 Post Oak 12 Single 1723 594 Post Oak 7 Single 1722 595 Post Oak 7 Single 1728 596 Post Oak 6 Single 1747 597 Post Oak 7 Single 1746 598 Post Oak 9 Multi 1745 599 Post Oak 9 Single 1754 601 Post Oak 6 Single 1748 602 Post Oak 6 Single 1737 603 Post Oak 6 Single 1738 604 Cedar Elm 8 Single 1742 605 Post Oak 9 Single 1749 606 Post Oak 7 Single 1753 607 Post Oak 10 Single 1752 608 Post Oak 11 Single 1751 609 Post Oak 8 Single 1755 610 Post Oak 7 Single 1756 611 Post Oak 10 Single 1757 612 Post Oak 6 Single 1758 613 Post Oak 10 Single 1759 614 Post Oak 12 Single 1774 615 Post Oak 10 Single 1760 616 Post Oak 11 Single 1762 617 Post Oak 10 Single 1761 618 Post Oak 6 Single 1777 620 Post Oak 21 Single 1783 621 Post Oak 9 Single 1782 622 Post Oak 8 Single 1781 623 Post Oak 8 Single 1778 624 Post Oak 9 Single 1779 625 Post Oak 9 Single 1780 626 Post Oak 8 Single 1785 627 Post Oak 12 Single 1784 628 Post Oak 9 Single 1786 629 Post Oak 10 Single 1638 630 Post Oak 12 Single 1635 631 Post Oak 8,4 Multi 1634 632 Post Oak 8 Single 1633 633 Post Oak 7,3 Multi 1632 634 Post Oak 7 Single 1790 635 Post Oak 10 Single 1631 636 Post Oak 16 Single 1629 637 Hackberry 7 Single 1788 638 Post Oak 8 Single 1637 639 Post Oak 9 Single 1789 640 Blackjack Oak 6 Single 3197 641 Post Oak 21 Single 3194 642 Post Oak 12 Single 3193 643 Post Oak 7 Single 3195 644 Post Oak 23 Single 3196 645 Post Oak 16 Single 1733 646 Post Oak 6 Single 1732 647 Post Oak 14 Single 1730 648 Post Oak 18 Single 1729 649 Post Oak 6 Single 1734 650 Post Oak 16 Single 1736 651 Post Oak 7 Single 1735 652 Post Oak 11,6 Multi 1740 653 Post Oak 11 Single 1741 654 Post Oak 8 Single 3099 655 Post Oak 7 Single 3100 656 Post Oak 6,5 Multi 1765 �FUKt PLAN PREPARED BY: \soon CUMULUS DESIGN P.O. BOX 2119 EULESS, TX 76039 Asps TELEPHONE: 214.235.0367 �%yS FAX: 214.235.0546 ° CPI CONTACT: PAUL CRAGUN Tag Number Species Caliper Size (inches) Stem Shot No. 657 Post Oak 10,9 Multi 1764 658 Post Oak 8 Single 1766 659 Blackjack Oak 8 Single 1767 660 Blackjack Oak 9,6 Multi 1768 661 Juniper 7 Single 1770 662 Blackjack Oak 7,6 Multi 1769 663 Post Oak 9 Single 1771 664 Blackjack Oak 9 Single 1772 665 Post Oak 10,7 Multi 1645 666 Post Oak 14 Single 1644 667 Post Oak 15 Single 1643 668 Post Oak 14,12,6,5 Multi 1642 669 Blackjack Oak 8 Single 1641 670 Blackjack Oak 8 Single 1639 671 Blackjack Oak 7 Single 1640 672 Post Oak 9,7,6 Multi 1657 673 Blackjack Oak 13,9 Multi 1656 674 Post Oak 10,9 Multi 1655 675 Post Oak 11 Single 1652 676 Post Oak 9 Single 1653 677 Post Oak 15,14 Multi 1646 678 Juniper 6 Single 1648 679 Juniper 8 Single 1647 680 Juniper 13 Single 3083 681 Post Oak 16 Single 3084 682 Post Oak 13 Single 3086 683 Juniper 6 Single 3087 684 Post Oak 10,9,6 Multi 3090 685 Post Oak 11,7 Multi 3091 686 Juniper 7 Single 3089 687 Post Oak 7 Single 3082 688 Post Oak 6,5 Multi 3080 689 Post Oak 10 Single 3081 690 Post Oak 8 Single 3079 691 Post Oak 10,7 Multi 1649 692 Juniper 7 Single 1650 693 Post Oak 9,6 Multi 1651 694 Post Oak 9,8,7,6 Multi 3072 695 Post Oak 7,6 Multi 1661 696 Juniper 8 Single 1660 697 Post Oak 9 Single 1662 698 Post Oak 8,7,6 Multi 1663 699 Post Oak 9 Single 3070 700 Post Oak 6 Single 3068 no tag OAK 8,6 Single 1671 no tag ELM 9 Single 1750 LANDSCAPE 3 Single 1040 LANDSCAPE 3 Single 1041 LANDSCAPE 3 Single 1173 LANDSCAPE 3 Single 1174 LANDSCAPE 3 Single 1175 LANDSCAPE 3 Single 1176 LANDSCAPE 3 Single 1177 LANDSCAPE 3 Single 1178 LANDSCAPE 3 Single 1179 LANDSCAPE 3 Single 1180 LANDSCAPE 3 Single 1181 LANDSCAPE 3 Single 1182 LANDSCAPE 3 Single 1183 LANDSCAPE 3 Single 1184 LANDSCAPE 3 Single 1185 LANDSCAPE 3 Single 1199 LANDSCAPE 3 Single 1200 LANDSCAPE 3 Single 1201 LANDSCAPE 3 Single 1202 LANDSCAPE 3 Single 1203 LANDSCAPE 3 Single 1204 EXISTING TREE TABULATIONS GROSS SITE AREA (6.0 ACRES): 217,800 S.F EXISTING TREE COVERAGE AREA 108,679.69 s.f % OF SITE AREA 41.5% TREE PRESERVATION EXISTING TREE COVERAGE AREA REMOVED 92,963.69 s.f. % OF TREE COVERAGE 85.5% EXISTING TREE COVERAGE AREA PRESERVED 15,716s.f. % OF TREE COVERAGE 14.46% EXISTING TREE LEGEND EXISTING TREE TO REMAIN �1\ 1 EXISTING TREE 1 TO BE REMOVED TREE PROTECTION FENCING - - - - TO REMAIN DURING CONSTRUCTION REFER TO 01 LOT 1 R1 R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS OTREE CONSERVATION PLAN SCALE: 1"=40'-O" 0 20 40 80 N L OO N `n o r` (n r,- X 00 U � � N �i cn X UE 0 LL 0 U CoCD U Zt o L [no E U) �� CO co E N (U Z N o 00 H W U) Z W ;� 0 W �z C) �O �LL.U LU O Z LU H U U¢ Issue For: O Design Development O Progress El Bidding ® Permit O Construction 0 Original Issue Date: AUG. 17, 2020 Drawn By: BDA Checked By: BDA Current Date: FEB. 19, 2021 Drawing # L0.00 CASE N0. ZA 18-006 Z o_ LU :� w z z 0 U N�oJ0 U U) Drawn By: BDA Checked By: BDA Current Date: FEB. 19, 2021 Drawing # L0.00 CASE N0. ZA 18-006 A=99°18'40" R=90.00' L=156.00' SS / / / / / / A6°26'28" R1452.40' 2163.28' 33°2?'03"W 3,1 9' DEDICATIVfl i -L BAD OUEEv OF—WAY OD T KIRKW PUBIC RICN 131, WIpTN I _P —RO— ROP 1 6' WA- SEMEII�T a I BC I �_ /I / / �o 2 I / I I I EP MEQ S `\OE 21 � ,kz\w I. P RI G� PROPOSED 8' 4ASONRY COMPA �NCLOSURE WITH 2 OLID METAL GA � ERC I I 3 I I J CE I I I I 66 I \ I \ I \I I \ I \ I \ I \ I / / `OVERFLOW EASEMENT TRACT NO. C -256A VOLUME 4558, PAGE 505 D.R.T.C.T. SABRE GRO CAMPUS CABINET A, SLIDE 7212 P.R.T.C.T. I4. _ M, a 01 / NOTE: ALL ELECTRICAL TRANSFORMERS AND MECHANICA1 EQUIPMENT SHALL BE SCREENED FROM THE RIGHT—OF—WAY. OWNER: WILKS SOUTH LAKE DEVELOPMENT LLC 2511 COUNTY ROAD 169 CISCO, TX 76437 DEVELOPER: SOLANA DEVELOPMENT SOLUTIONS, LP P.O. BOX 1530 MIDLOTHIAN, TX 76065 TELEPHONE: 972.533.8702 FAX: 214.506.3205 CONTACT: DAVID CARR SITE DATA SUMMARY CHART TYPE LOT 1 EXISTING ZONING NRPUD PROPOSED ZONING S—P-2 LAND USE DESIGNATION HOTEL NUMBER OF STORIES 4 NUMBER OF PROPOSED LOTS 1 MAX. ALLOWED BUILDING HEIGHT 90' PROVIDED MAX. BUILDING HEIGHT 52' GROSS ACREAGE 2.42 ACRES ROW DEDICATION — NET ACREAGE 2.42 ACRES PERCENTAGE OF SITE COVERAGE 16.4% AREA OF OPEN SPACE 33,733 S.F. OPEN SPACE AS A PERCENTAGE 32% OUTSIDE STORAGE AS A PERCENTAGE 0% IMPERVIOUS COVERAGE AREA 54,394 S.F. IMPERVIOUS COVERAGE AS A PERCENTAGE 51.6% BUILDING FOOTPRINT 17,288 S.F. PROPOSED FLOOR AREA BY USE HOTEL RESTAURANT MEETING SPACE 53,573 S.F. 3,355 S.F. 1,267 S.F. TOTAL FLOOR AREA 58,195 S.F. TOTAL REQUIRED PARKING 130 PROVIDED PARKING STANDARD ADA ACCESSIBLE TOTAL 136 4 140* LOADING SPACES REQUIRED (PER S—P-2) 10'x50' 1 LOADING SPACES PROVIDED (PER S—P-2) 10'x50' 1 START CONSTRUCTION MONTH/YEAR JUNE 2021 END CONSTRUCTION MONTH/YEAR DECEMBER 2022 *NOTE: THE TOTAL PARKING SPACES TO BE BUILT ON PHASE 1 ARE 143 SPOTS. THE TOTAL PROVIDED PARKING FOR THE HOTEL ARE 140 PARKING SPACES AND THE REMAINING 3 SPACES CAN BE USED FOR THE FUTURE LOTS 2/3. SUMMARY CHART - PARKING LOT LANDSCAPE LOT 1: HOTEL TYPE Landscape Area Parkin Provided 9 Re uired Ratio q o /o of Area in Front or Side Required 2,100 SF Accent Trees (1150 SO 20 s.f. I Space Provided 2,990 s.f. NTS North 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. MAINTENANCE NOTES 1. The Owner, tenant and their agent, if any, shall be jointly and severally responsible for the maintenance of all landscape. 2. All landscape shall be maintained in a neat and orderly manner at all times. This shall include mowing, edging, pruning, fertilizing, watering, weeding and other such activities common to landscape maintenance. 3. All landscape areas shall be kept free of trash, litter, weeds and other such material or plants not part of this plan. 4. All plant material shall be maintained in a healthy and growing condition as is appropriate for the season of the year. 5. All plant material which dies shall be replaced with plant material of equal or better value. 6. Contractor shall provide separate bid proposal for one year's maintenance to begin after final acceptance. SUMMARY CHART- INTERIOR LANDSCAPE LOT 1: HOTEL: BUILDING FOOTPRINT: 13,505 S.F. TYPE COMMON NAME BOTANICAL NAME On -Site Landscape Area o /o of Area in Front or Side Canopy Trees (11500sQ Accent Trees (1150 SO Shrubs (1/40sf Groundcover (15%ofSO Seasonal Color (2%ofsf Required 6,752.5 s.f. 75% 14 27 169 1,013 136 Provided 19,106 s.f. 75% 41 32 169 2,990 383 PLANT LIST TREES QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 16 BC Bald Cypress Taxodium distichum 4" cal. B&B, 15' ht., 5' spread min. 24 CE Cedar Elm Ulmus crassifolia 4" cal. B&B, 15' ht., 5' spread min. 18 CM Crepe Myrtle 'Tuscarora' Lagerstroemia indica 'Tuscarora' 30 gallon container grown, 3-5 cane, no cross caning 10 CM2 Crepe Myrtle'Dallas Red' Lagerstroemia indica 'Dallas Red' 30 gallon container grown, 3-5 cane, no cross caning 5 CMST Crepe Myrtle'Natchez' Lagerstroemia indica 'Natchez' 30 gallon container grown, single trunk 17 CP Chinese Pistache Pistachia chinensis 4" cal. B&B, 15' ht. 5' spread min. 3 EGH Eagleston Holly Ilex opaca 'Eagleston' 30 gallon container grown, full to base 26 ERC Eastern Red Cedar Juniperus virginiana 8' ht. B&B, full to base 43 LO Live Oak Quercus virginiana 4" cal. B&B, 15' ht. 4-5 spread min. 12 RB Redbud Cercis canadensis 2" cal. B&B, single trunk, 8' ht. mn. 25 RO Red Oak'Shumard' Quercus shumardii 4" cal. B&B, 15' ht., 5' spread min. 49 VTX Vitex Vitex agnes-castus 30 gallon container grown, tree form 5 DE Drake Elm Ulmus parvifolia 'Drake' 4" cal. B&B, 15' ht., 5' spread min. SHRUBS OTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 54 BOX Boxwood 'Wintergreen' Buxus macrophyllum 'Wintergreen' 3 gal. container, full plant specimen 47 DWM Dwarf Wax Myrtle'Don's Dwarf Myrica pucilla 'Dons Dwarf 3 gal. container, full plant specimen 150 GM Gulf Muhly Muhlenbergia cappillaris 3 gal. container, full plant specimen 149 HMG Dwarf Hamlen Grass Pennisetum sp. 'Dwarf Hamlen' 3 gal. container, full plant specimen 127 LIG Sunshine Ligustrum Ligustrum sinensis 'Sunshine' 3 gal. container, full plant specimen 515 MFG Mexican Feathergrass Nasella tennuissima 3 gal. container, full plant specimen 206 NPH Needlepoint Holly Ilex cornuta 'Needlepoint' 3 gal. container, full plant specimen 13 NRS Nellie R. Stevens Holly Ilex sp. 'Nellie R. Stevens 15 gal. container, full plant specimen 126 MIS Miscanthus 'Gracillimus' Miscanthus sinensis 'Graciilimus' 3 gal. container, full plant specimen 89 SWG Switchgrass 'Heavy Metal' Panicum sp. 'Heavy Metal' 3 gal. container, full plant specimen 60 LEG Little Bunny Grass Pennisetum sp. 'Little Bunny' 3 gal. container, full plant specimen GROUNDCOVERS OTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 808 BKSG Berkeley Sedge Caex divulsa 6" pots container, full top of container, 12" o.c. 455 LIR Liriope'Big Blue' Liriope muscari 'Big Blue' 4" pots container, full top of container, 12" o.c. 6431 WC Wintercreeper Euonymus fortunei coloratus 4" pots container, (3) 12" runners min. 12" o.c. b Z U N Common Bermudagrass Cynodon dactylon roll sod solid sod, refer to notes 870 SC Seasonal Color 4" pots container, full plant, 6" o.c. 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. CUMULUS DESIGN P.O. BOX 2119 EULESS, TX 76039 TELEPHONE: 214.235.0367 FAX: 214.235.0546 CONTACT: PAUL CRAGUN LOT 1 R1 R2, BOCK 1 SABRE CROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS OLANDSCAPE PLAN SCALE: 1"=30'-O" 0 15 30 60 N L OO N `n o ti ( ti X 00 U � � N c/5 2 X U 0 cu E LL 0 U M Uo L co N o E U) CD ��� co 0 E N Cl) Z N oo ca oIf 75 LU z LU Y LU 0 �~ LU z U)O LU z LU U vQ Issue For: ❑ Design Development ❑ Progress ❑ Bidding ® Permit ❑ Construction El Z Original Issue Date: MAY 26, 2020 LU Q rU^ V J Q Q) Z b Z U N 0 Q J J n W Drawn By: BDA Checked By: BDA Current Date: FEB 19, 2021 Drawing # L1.1 CASE N0. ZA 18-006 4" DIA. PERFORATED PVC PIPE W/ CAP PAINTED BLACK 01 TREE PLANTING DETAIL I NOT TO SCALE 0 NOT CUT CENTRAL LEADER FERENCE PLAN FOR TREE TYPE JBBER HOSE STRANDS NO. 12 GAUGE 4LVANIZED WIRE, TWISTED LAYER MULCH, REF. SPECIFICATIONS HIGH WATERING RING METAL T -POST PAINTED BEEN TRIANGULAR SPACING VISH GRADE SCARIFY SIDES )OTBALL, DO NOT DISTURB. TOP = ROOTBALL TO BE SET 1" ABOVE (ISTING GRADE. REMOVE TOP 1/3 BURLAP. \TIVE SOIL, REF. SPECIFICATIONS RUSHED ROCK )TE: LOCATE STAKES OUTSIDE F TREE WELL. POSITION STAKES ) SECURE TREE AGAINST SEASONAL PREVAILING WINDS. 4"DIA. PERFORATED PVC PIPE W/ CAP 1 PAINTED BLACK �2 TREE PLANTING DETAIL NOT TO SCALE UT CENTRAL LEADER CE PLAN FOR TREE TYPE KE SOLUTIONS' ?ADE STAKES:15BG-NS TO 100BG-NS MULCH, REF. SPECIFICATIONS ATERING RING ADE SCARIFY SIDES DO NOT DISTURB. TOP IALL TO BE SET 1"ABOVE GRADE. REMOVE TOP 1/3 BURLAP. AL, REF. SPECIFICATIONS ROCK CATE STAKES OUTSIDE HELL. POSITION STAKES ;E TREE AGAINST SEASONAL PREVAILING WINDS. USE THIS DETAIL ON ALL TREES ADJACENT TO HOTEL PROPER SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS 1/2" MINIMUM BETWEEN TOP OF MULCH AND TOP OF CONCRETE / � � �-- • � -�� i � SIDEWALK SIDEWALK I MULCH DETAIL 03 no steel along sidewalks NOT TO SCALE A = ROW SPACING B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUALLY FROM EACHOTHER AT SPACING INDICATED ON PLANT LIST. 2" MULCH DOUBLE SHREDDED HARDWOOD MULCH IN BED PRIOR To PLANTING GROUNDCOVER/ANNUA PREPARE GROUNDCOVER BED BY TILLING ENTIRE BED AREA. PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE SPECIFICATIONS PLANT ROW SPACING'D' ROW SPACING'A' PLANTS/10SF 8" O.C. 6.9" 26 12" O.C. 10.4" 12 15^ O.C. 13.0° 7 0 ^ GROUNDCOVER PLANTING DETAIL �F NOT TO SCALE 0.38 AC uW' DECATI N DI 3 CM 1/!42- 5'4�I �' _ 0 WC / _ — 2 465 7 6r CAMPUS CABINET A, SLIDE 7212 P.R.T.C.T. ,.. m 3tA an _"I WALRO 7 � MIS ERC NOTE: ALL ELECTRICAL TRANSFORMERS AND MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE RIGHT-OF-WAY. OWNER: WILKS SOUTH LAKE DEVELOPMENT LLC 2511 COUNTY ROAD 169 CISCO, TX 76437 } MIS DEVELOPER: SOLANA DEVELOPMENT SOLUTIONS, LP P.O. BOX 1530 MIDLOTHIAN, TX 76065 TELEPHONE: 972.533.8702 FAX: 214.506.3205 CONTACT: DAVID CARR PLANT LEGEND QUANTITY ' PLANT TYPE ❑ Bidding TREES ROOTBALL, DO NOT DISTURB TYPE COMMON NAME BC Bald Cypress CE Cedar Elm CM Crepe Myrtle 'Tuscarora' CM2 Crepe Myrtle'Dallas Red' CMST Crepe Myrtle'Natchef CP Chinese Pistache EGH Eagleston Holly ERC Eastern Red Cedar LO Live Oak RB Redbud RO Red Oak'Shumard' VTX Vitex DE Drake Elm SHRUBS TYPE COMMON NAME BOX Boxwood 'Wintergreen' DWM Dwarf Wax Myrtle'Don's Dwarf GM Gulf Muhly HMG Dwarf Hamlen Grass LIG Sunshine Ligustrum MFG Mexican Feathergrass NPH Needlepoint Holly NRS Nellie R. Stevens Holly MIS Miscanthus'Gracillimus' SWG Switchgrass 'Heavy Metal' LBG Little Bunny Grass GROUNDCOVERS TYPE COMMON NAME BKSG Berkeley Sedge LIR Liriope'Big Blue WCWintercreeper SC Seasonal Color PLAN PREPARED BY: CUMULUS DESIGN P.O. BOX 2119 EULESS, TX 76039 TELEPHONE: 214.235.0367 FAX: 214.235.0546 CONTACT: PAUL CRAGUN ALONG SIDEWALKS 05 STEEL EDGING DETAIL NOT TO SCALE SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS MULCH PER SPECIFICATIONS 1/8" X 4" GREEN STEEL EDGING WITH STAKES 1/2" MAXIMUM LAWN TO BE INSTALLED REF. PLAN FOR SHRUB TYPE �G oma, �7o, �a G, Z�` ;L v 4, 6-0 2" LAYER OF SPECIFIED BARK MULCH G W J 4, O p'L L G -Lal��� r c v� FINISH GRADE NOTE: POCKET PLANTING NOT ALLOWED 06 SHRUB PLANTING DETAIL NOT TO SCALE 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 all areas to receive lawn. SOLID SOD NOTES 1. Fine grade areas to achieve final contours indicated. Leave areas to receive topsoil 3" below final desired grade in planting areas and I" below final grade in turf areas. 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. 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. LOT 1 R1 R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS G/gErvrct 8 0 1 LANDSCAPE PLAN °°.2 SCALE: 1" = 30'-0" RS 9s �E CA, s 0 15 30 60 CV O �• o X CO U X - =_ CV _ vi (41 = X U 0 li E O M UE co Co i C:) C— Cn Q 00 01 U Cn Cn Z C14 OH LU Q zLU Y W 0 Q �- W �z U)0 ILL.U W 0z W r - U Q U � ��(�NDSCgpF �kQ` N D qp �P 9 ca Issue For: ❑ Design Development ' Progress ❑ Bidding I ROOTBALL, DO NOT DISTURB ❑ Construction 11 �U v PREPARED SOIL MIX PER SPECS. Z 6" MIN. OF PREPARED SOIL MIX 70 Z Q o TILLED INTO EXISTING SOIL TO J A DEPTH OF 6" SPACING PER NATIVE SOIL 6' PLANT LIST NOTE: POCKET PLANTING NOT ALLOWED 06 SHRUB PLANTING DETAIL NOT TO SCALE 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 all areas to receive lawn. SOLID SOD NOTES 1. Fine grade areas to achieve final contours indicated. Leave areas to receive topsoil 3" below final desired grade in planting areas and I" below final grade in turf areas. 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. 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. LOT 1 R1 R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS G/gErvrct 8 0 1 LANDSCAPE PLAN °°.2 SCALE: 1" = 30'-0" RS 9s �E CA, s 0 15 30 60 CV O �• o X CO U X - =_ CV _ vi (41 = X U 0 li E O M UE co Co i C:) C— Cn Q 00 01 U Cn Cn Z C14 OH LU Q zLU Y W 0 Q �- W �z U)0 ILL.U W 0z W r - U Q U � ��(�NDSCgpF �kQ` N D qp �P 9 ca Issue For: ❑ Design Development ❑ Progress ❑ Bidding ® Permit ❑ Construction 11 Original Issue Date: MAY 26, 2020 Drawn By: BDA Checked By: BDA Current Date: FEB. 19, 2021 Drawing # L1.2 CASE N0. ZA18-006 UJ 0— �U v Z .y 70 Z Q o <J J n Drawn By: BDA Checked By: BDA Current Date: FEB. 19, 2021 Drawing # L1.2 CASE N0. ZA18-006 i SS EVARD A \ I --- - 0 i U1- ,W - 00 B0 GII, I EXISTING FIRE W0 C R� ,. K HYDRANT KIR UBU - P r:Bug 131 PROPOSED 5'I SIDEWALK I R Np�lE ROPOSED 8' . P d ./. 'tea vJ �ASONNY COMPACTOR �NCLosuRE WITH OLID METAL GATES ' ' V I h I FH / / 566 I / : I Is!. `PROPOSED 5,000 SR I 1 \ I -�' AP9�� BUILDINGAPPRI \ LOT 2 / \ \ OVEROLAYMIN inglaw ia%ea. `yF -.i. ••tJ I I SCALED FRO iil�e\- ` ' :i / �\ r• 0❑ I SLIDE 12216 i4i,n n ks�a .`.'v LOT 1 P.R.T.C.T. PROPOSED - - - ® 4 STOR Y I / HOTEL I / 84 ROOMS / oT b _ PROP 0 ss � s PROPOSED 5,00 SF - ... '....., m \ BUILDING .tJ ss II I . `:. 6$ I It 96h FHI 4. figs. 0 1�2 / OVERFLOW EASEMENT TRACT NO. C -256A VOLUME 4558, PAGE 505 D.R.T.C.T. SABRE GROUP CAMPUS CABINET A, SLIDE 7212 P.R.T.C.T. 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. 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. Contractor is responsible for obtaining all required landscape and irrigation permits. Contractor to provide a minimum 2% slope away from all structures. All planting beds and lawn areas to be separated by steel edging. No steel to be installed adjacent to sidewalks or curbs. All landscape areas to be 100% irrigated with an underground automatic irrigation system and shall include rain and freeze sensors. All lawn areas to be Solid Sod Bermudagrass, unless otherwise noted on the drawings. J: 413114 per 100' E: 11218 per 100' B: 213110 per 100' WILKS SOUTH LAKE DEVELOPMENT LLC 2511 COUNTY ROAD 169 CISCO, TX 76437 SITE DATA SUMMARY CHART Design Development LOT 1 LOT 2 LOT 3 TOTAL EXISTING ZONING NRPUD NRPUD NRPUD - PROPOSED ZONING SP -2 S -P2 S -P-2 North- LAND USE DESIGNATION HOTEL RETAIL/OFFICE RETAIL/OFFICE 13 NUMBER OF STORIES 4 1 1 655.43 NUMBER OF PROPOSED LOTS 1 1 1 3 MAX. ALLOWED BUILDING HEIGHT 90' 90' 90' - PROVIDED MAX. BUILDING HEIGHT 52' 30'-6" 30'-6" - GROSS ACREAGE 2.42 ACRES 2.78 ACRES 0.81 ACRES 6.01 ACRES ROW DEDICATION - 0.32 ACRES 0.06 ACRES 0.38 ACRES NET ACREAGE 2.42 ACRES 2.46 ACRES 0.75 ACRES 5.63 ACRES PERCENTAGE OF SITE COVERAGE 16.4% 9.3% 10.7% 36.4% AREA OF OPEN SPACE 33,733 S.F. 52,222 S.F. 12,628 S.F. 98,583 S.F. OPEN SPACE AS A PERCENTAGE 32% 48% 42% 41% OUTSIDE STORAGE AS A 0% 0% 0% 0% PERCENTAGE IMPERVIOUS COVERAGE AREA 54,394 S.F. 57,550 S.F. 17,429 S.F. 129,373 S.F. IMPERVIOUS COVERAGE AS A 51.6% 52% 58% 54% PERCENTAGE BUILDING FOOTPRINT 17,288 S.F. BLDG 1: 5,000 S.F. 3,500 S.F. 30,788 S.F. BLDG 2: 5,000 S.F. PROPOSED FLOOR AREA BY USE HOTEL 53,573 S.F. RESTAURANT 3,355 S.F. - MEETING SPACE 1,267 S.F. RETAIL/OFFICE 10,000 S.F. 3,500 S.F. TOTAL FLOOR AREA 58,195 S.F. 10,000 S.F. 3,500 S.F. 82,388 S.F. TOTAL REQUIRED PARKING 130 50 18 198 PROVIDED PARKING STANDARD 136 54 34 224 ADA ACCESSIBLE 4 4 1 9 TOTAL 140 58 35 233 LOADING SPACES REQUIRED (PER S -P-2) 10'x50' 1 - - 1 LOADING SPACES PROVIDED (PER S -P-2) 10'x50' 1 - - 1 START CONSTRUCTION MONTH/YEAR JUNE 2021 JUNE 2022 JUNE 2022 END CONSTRUCTION MONTH/YEAR DECEMBER 2022 OCTOBER 2022 OCTOBER 2022 - *NOTE: THE REQUIRED PARKING SPACES ARE BASED ON A GENERAL PLAN. SHOULD REQUIRED PARKING EXCEED PROVIDED PARKING, PARKING ANALYSIS SHALL BE PERFORMED OR OFFSITE RECIPROCAL AGREEMENT SHALL BE DONE FOR LOTS 2 AND 3. A SHARED PARKING AGREEMENT WILL EXIST BETWEEN LOTS 1, 2, AND 3. SUMMARY CHART -BUFFERYARDS Design Development Landscape Area Parkin Provided 9 Required Ratio % of Area inanopy Front or Side Required 2,100 SF Location/ Length of Base Line Required/ Provided Length Bufferyard Widthrrype Canopy Trees Accent Trees Shrubs FencelScreening Height & Material North- Required 655.43 10'- E 7 13 53 Hedge - H1 655.43' Provided 655.43 10'- E 10 Existing 13 155 Hedge - H1 West- Required 567.12 25' - J 23 17 81 Hedge - H1 567.12' Provided 567.12 25' - J 23 17 87 Hedge - H1 East - Required 834.11 10'- B 17 26 87 834.11' Provided 834.11 10'. B 17 26 South - Required 0' NIA(S-P-2) 0' Provided 0' NIA(S-P-2) SUMMARY CHART - PARKING LOT LANDSCAPE LOT 1: HOTEL Design Development Landscape Area Parkin Provided 9 Required Ratio % of Area inanopy Front or Side Required 2,100 SF Accent Trees (1150sq 20 s.f. I Space Provided 2,990 s.f. SUMMARY CHART - INTERIOR LANDSCAPE LOT 1: HOTEL: BUILDING FOOTPRINT: 13,505 S.F. Design Development Landscape Area Parkin Provided 9 Onsite Landscape Area % of Area inanopy Front or Side Trees (11500s� Accent Trees (1150sq Shrubs (1140s� Grounticover (15%ofsQ Seasonal Color (2%Ofsf) Required 6,752.5 s.f. 75% 14 27 169 1,013 136 Provided 19,106s.f. 75% 41 32 169 2,990 383 SUMMARY CHART - PARKING LOT LANDSCAPE LOT 2: MIXED USE Design Development Landscape Area Parkin Provided 9 Required Ratio % of Area inanopy Front or Side Required 1,900 SF Accent Trees (100 SI) 20 s.f. I Space Provided 2,262 s.f. SUMMARY CHART - INTERIOR LANDSCAPE LOT 2: MIXED USE: BUILDING FOOTPRINT: 10,000 S.F. Design Development Landscape Area Parkin Provided 9 Onsite Landscape Area % of Area inanopy Front or Side Trees (115004 Accent Trees (100 SI) Shrubs (1140s� Groundcover (15%ofsn Seasonal Color (2%ofsf( Required 5,000 s.f. 75% 10 20 125 750 100 Provided 19,436 s.f. 75% 41 20 343 3,098 139 SUMMARY CHART - PARKING LOT LANDSCAPE LOT 3: MIXED USE Design Development Landscape Area Parkin Provided 9 R uired Ratio Required o /o of Area in Front orSitle Required 660 SF Accent Trees (fu5osq 20 s.f. l Space Provided 847 s.f. SUMMARY CHART - INTERIOR LANDSCAPE LOT 3: MIXED USE: BUILDING FOOTPRINT: 3,500 S.F. Design Development Q z Onsite Landscape Area o /o of Area in Front orSitle Canopy Trees (115004 Accent Trees (fu5osq Shrubs (1140 Sq Grounticover (15%of80 Seasonal Color (2%ofq Required 1,750 s.f. 75% 4 8 44 263 35 Provided 7,095 s.f. 751/6 14 8 119 1,164 117 DEVELOPER: SOLANA DEVELOPMENT SOLUTIONS, LP P.O. BOX 1530 MIDLOTHIAN, TX 76065 TELEPHONE: 972.533.8702 FAX: 214.506.3205 CONTACT: DAVID CARR - 10 1 E 0 114 N 91-111014 a CUMULUS DESIGN P.O. BOX 2119 EULESS, TX 76039 TELEPHONE: 214.235.0367 FAX: 214.235.0546 CONTACT: PAUL CRAGUN GRAPHIC LEGEND • EVERGREEN CANOPY TREE 4" CAL. 0 DECIDUOUS CANOPY TREE 4" CAL. + DECIDUOUS CANOPY TREE 4" CAL. n DECIDUOUS CANOPY TREE 4" CAL. (D EXISTING TREE TO REMAIN o, DECIDUOUS CANOPY TREE 4" CAL. EVERGREEN UNDERSTORY TREE 30 GALLON FLOWERING or EVERGREEN UNDERSTORY TREE 30 GALLON FLOWERING UNDERSTORY TREE 30 GALLON O FLOWERING UNDERSTORY TREE 30 GALLON EVERGREEN UNDERSTORY TREE 30 GALLON 0000 EVERGREEN SCREEN, 36" HT. ® * 0 ACCENT SHRUB PLANTING, 3 GAL. (9 E) LLd SOLID SOD BERMUDAGRASS SHRUBS, 3 GAL. AND GROUNDCOVER BEDS, 4" POTS GROUNDCOVER BEDS, 4" POTS SEASONAL COLOR BEDS, 4" POTS LOT 1 R1 R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS O1 LANDSCAPE CONCEPT PLAN v I SCALE: 1"=40'-0" 0 20 40 80 CN CN LO':I- LO �O � O ti U X0 o U � � CN CZX U E ry^, O W c7 � U 2 p Cn O E C r U 0? c6 CD E Z CN 00 M LE Issue For: ❑ Design Development Q z Y Bidding D J H Construction El LU LLJ U Z O a� J U ®O 0 ILL ® LU LU ~ z ofoo U U � Issue For: ❑ Design Development ❑ Progress ❑ Bidding ® Permit ❑ Construction El LU Original Issue Date: AUG. 17, 2020 Drawn By: BDA Checked By: BDA Current Date: MAR. 02, 2021 Drawing # LCP. 1 1 CASE NO. ZA 18-006 z Q UJ a Q - � v! LU U U U) ao 0 O a� J U Drawn By: BDA Checked By: BDA Current Date: MAR. 02, 2021 Drawing # LCP. 1 1 CASE NO. ZA 18-006 A _..99'18'4 0" R=90.00' L=156 -OU PROPSLD 8' SID DWALK s J � LEVARp�pY KWOOD �aR1CHT-Of KIR FU 131 0D 0 J9. :I .. . . y j_ .7 �ar►�;E►;�ry�ya�!•wrfl,�rvr'�es� _ • • •� � ' ' '• } . tb�errs�Tr1 Ir+ ibis �cea WWII_ i - �f PROPOSED 5,000 SF BUILDING LOT 2 r yr if Vtitl'I1119rhr1rr 6l Yr4 Rr�`t�..'' � i �� ��I 1� 61tr`rlR�'yllhit 1 hlir,i�'t ri �,' i -'' 0 A. PROPOSED 5,000 SF A =6°26'28" " . BUILDING -� -1452.40 --- I \ �\ 3°22'03"W 3.19' PROPD 8' SIC:, ALK r u r la OVERFLOW EASEMENT TRACT N0. C -256A ` f VOLUME 4558, PAGE 505 D.R.T.C.T. SABRE GROUP CAMPUS CABINET A, SLIDE 7212 P.R.T.0-T. o LOT 3 PROPOSED 3,500 SF BUILDING 1 oa u .. .: CA Ix 1 NOTE: ALL ELECTRICAL TRANSFORMERS AND MECHANICAL 1 EQUIPMENT SHALL BE SCREENED FROM THE 1 RIGHT -OF --WAY. 11 �� 11 LANDSCAPE NOTES ' 1. Contractor shall verify all existing and proposed site elements and notify Architect of any discrepancies. Survey data of existing conditions was J ' supplied by others. 1 2. Contractor shall locate all existing Underground utilities and notify Architect of y 1 any conflicts. Contractor shall exercise caution when working in the vicinity of i 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. >f' 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 r irrigation system and shall include rain and freeze sensors. 7. All fawn areas to be Solid Sod tBermudagrass, unless otherwise noted on the drawings. 1 J: 413 / 14 per 1010' E: 11218 per 100' B: 213110 per 100' OWNER: WILKS SOUTH LAKE DEVELOPMENT LLC 2.511 COUNTY ROAD 169 CISCO, TX 76437 SITE DATA SUMMARY CHART ❑ LOT 1 LOT 2 LOT 3 TOTAL EXISTING ZONING NRPUD NRPUD NRPUD - PROPQSED ZONING S -P-2 S -P-2 S -P-2 - LAND USE DESIGNATION HOTEL RETAIL/OFFICE RETAIL/OFFICE - NUMBER OF STORIES 4 1 1 - NUMBER OF PROPOSED LOTS 1 1 r. 3 r 90' 90' 90' - PROVIDED MAX. BUILDING HEIGHT 52' 30'-6" 30'-6" - GROSS ACREAGE: 2.42 ACRES 2.78 ACRES 0.81 ACRES 6.01 ACRES ROW DEDICATION - 0.32 ACRES 0.06 ACRES 0.38 ACRES NET ACREAGE 2.42 ACRES 2.46 ACRES 0.75 ACRES 5.63 ACRES PERCENTAGE OF SITE COVERAGE 16.4% 9.3% 10.7% 36.4% AREA OF OPEN SPACE 33,733 S.F. 52,222 S.F. 12,628 S.F. 98,583 S.F. OPEN SPACE AS A PERCENTAGE 32% 48% 42% 41% {OUTSIDE STORAGE AS A 0% 0% a% a% PERCENTAGE IMPERVIOUS COVERAGE AREA 54,394 S.F. 57,550 S.F. 17,429 S.F. 129,373 S.F. IMPERVIOUS COVERAGE AS A 51.6% 52% 58% 54% PERCENTAGE BUILDING FOOTPRINT 17,288 S,F. BLDG 1: 5,000 S.F. 3,500 S.F. 30,788 S.F. BLDG 2: 5,000 S.F. PROPOSED FLOOR AREA BY USE HOTEL 53,573 S.F. RESTAURANT 3,355 S.F. - MEETING SPACE 1,267 S.F. RETAIL/OFFICE 10,000 S.F. 3,500 S.F. TOTAL FLOOR AREA 58,195 S.F. is ""+�' 82,388 S.F. TOTAL REQUIRED PARKING 130 50 18 198 PROVIDED PARKING STANDARD 136 54 34 224 ADA ACCESSIBLE 4 4 1 9 TOTAL 140 58 35 233 LOADING SPACES REQUIRED (PER S -P-2) 10'x50' 1 - - 1 LOADING SPACES PROVIDED (PER 5-P-2) 1O'x50' 1 a - llow START CONSTRUCTION MONTH/YEAR JUNE 2021 JUNE 2022 JUNE 2022 END CONSTRUCTION MONTH/YEAR DECEMBER 2022 OCTOBER 2022 rtR'lb - ,tori . ff{ ST 1 isat'a°c ' PROPOSED far i r�� 'JJ� 4 STORY ire r HOTEL r r ,t: tTr �•q •` 'a wioms ' 40a��Q o}9 it - a A ff r u r la OVERFLOW EASEMENT TRACT N0. C -256A ` f VOLUME 4558, PAGE 505 D.R.T.C.T. SABRE GROUP CAMPUS CABINET A, SLIDE 7212 P.R.T.0-T. o LOT 3 PROPOSED 3,500 SF BUILDING 1 oa u .. .: CA Ix 1 NOTE: ALL ELECTRICAL TRANSFORMERS AND MECHANICAL 1 EQUIPMENT SHALL BE SCREENED FROM THE 1 RIGHT -OF --WAY. 11 �� 11 LANDSCAPE NOTES ' 1. Contractor shall verify all existing and proposed site elements and notify Architect of any discrepancies. Survey data of existing conditions was J ' supplied by others. 1 2. Contractor shall locate all existing Underground utilities and notify Architect of y 1 any conflicts. Contractor shall exercise caution when working in the vicinity of i 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. >f' 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 r irrigation system and shall include rain and freeze sensors. 7. All fawn areas to be Solid Sod tBermudagrass, unless otherwise noted on the drawings. 1 J: 413 / 14 per 1010' E: 11218 per 100' B: 213110 per 100' OWNER: WILKS SOUTH LAKE DEVELOPMENT LLC 2.511 COUNTY ROAD 169 CISCO, TX 76437 SITE DATA SUMMARY CHART ❑ LOT 1 LOT 2 LOT 3 TOTAL EXISTING ZONING NRPUD NRPUD NRPUD - PROPQSED ZONING S -P-2 S -P-2 S -P-2 - LAND USE DESIGNATION HOTEL RETAIL/OFFICE RETAIL/OFFICE - NUMBER OF STORIES 4 1 1 - NUMBER OF PROPOSED LOTS 1 1 1 3 MAX. ALLOWED BUILDING HEIGHT 90' 90' 90' - PROVIDED MAX. BUILDING HEIGHT 52' 30'-6" 30'-6" - GROSS ACREAGE: 2.42 ACRES 2.78 ACRES 0.81 ACRES 6.01 ACRES ROW DEDICATION - 0.32 ACRES 0.06 ACRES 0.38 ACRES NET ACREAGE 2.42 ACRES 2.46 ACRES 0.75 ACRES 5.63 ACRES PERCENTAGE OF SITE COVERAGE 16.4% 9.3% 10.7% 36.4% AREA OF OPEN SPACE 33,733 S.F. 52,222 S.F. 12,628 S.F. 98,583 S.F. OPEN SPACE AS A PERCENTAGE 32% 48% 42% 41% {OUTSIDE STORAGE AS A 0% 0% a% a% PERCENTAGE IMPERVIOUS COVERAGE AREA 54,394 S.F. 57,550 S.F. 17,429 S.F. 129,373 S.F. IMPERVIOUS COVERAGE AS A 51.6% 52% 58% 54% PERCENTAGE BUILDING FOOTPRINT 17,288 S,F. BLDG 1: 5,000 S.F. 3,500 S.F. 30,788 S.F. BLDG 2: 5,000 S.F. PROPOSED FLOOR AREA BY USE HOTEL 53,573 S.F. RESTAURANT 3,355 S.F. - MEETING SPACE 1,267 S.F. RETAIL/OFFICE 10,000 S.F. 3,500 S.F. TOTAL FLOOR AREA 58,195 S.F. 10,000 S.F. 3,500 S.F. 82,388 S.F. TOTAL REQUIRED PARKING 130 50 18 198 PROVIDED PARKING STANDARD 136 54 34 224 ADA ACCESSIBLE 4 4 1 9 TOTAL 140 58 35 233 LOADING SPACES REQUIRED (PER S -P-2) 10'x50' 1 - - 1 LOADING SPACES PROVIDED (PER 5-P-2) 1O'x50' 1 a - 1 START CONSTRUCTION MONTH/YEAR JUNE 2021 JUNE 2022 JUNE 2022 END CONSTRUCTION MONTH/YEAR DECEMBER 2022 OCTOBER 2022 OCTOBER 2022 - *NOTE: THE REQUIRED PARKING SPACES ARE BASED ON A GENERAL PLAN. SHOULD REQUIRED PARKING EXCEED PROVIDED PARKING, PARKING ANALYSIS SHALL BE PERFORMED OR OFFSITE RECIPROCAL AGREEMENT SHALL BE DONE FOR LOTS 2 AND 3, A SHARED PARKING AGREEMENT WILL EXIST BETWEEN LOTS 1, 2, AND 3. SUMMARY CHART - BUFF ERYARDS ❑ Areape Parking Provided Required Ratio % of Area in Front or Side Required 2,100 SF Location/ Length of Base Line Required± Provided Length Bufferyard WdIIUFype Canopy Trees Accent Trees Shrubs Fence+Screening Height & Matedat North- Required 655.43 10' - E 7 13 53 Hedge - H1 655.43' Provided $55.43 19-E 10 Existing 13 156 Hedge - H1 West- Required 557,12 26 - J 23 17 81 Hedge - H1 567.12 Provided 557.12 26 - J 23 17 87 H . H1 East - Required 834.11 10' - B 17 25 87 834.11' Provided 834,11 1Y -B 17 26 South - Required 0' NIA (S -P-2) 0' Provided 0' NIA(S-P-2) SUMMARY CHART - PARKING LOT LANDSCAPE LOT 1: HOTEL ❑ Areape Parking Provided Required Ratio % of Area in Front or Side Required 2,100 SF Accent Trees r1tno-'t', 20 s1; Space Provided 2,990 s.t . SUMMARY CHART - INTERIOR LANDSCAPE LOT 1: HOTEL: BUILDING FOOTPRINT: 13,505 S.F. ❑ Landscape Area Parking Provided Wite Landscape Area % of Area in Front or Side Canopy Trees Ofame, Accent Trees r1tno-'t', ShNbsSeasonal 11AOS> Groundcover I15%U11A Cola i2%dA Required 6,152.5 SJ 76% 14 27 169 1,013 136 Provided 19,106s.f. 751, 41 32 169 2,990 383 SUMMARY CHART - PARKING LOT LANDSCAPE LOT 2: MIXED USE ❑ Landscape Area Parking Provided Required Ratio % of Area in Front or Side Required 1,900 SF Accent Trees 01253 20 s.f. I Space Provided 2262 0. SUMMARY CHART - INTERIOR LANDSCAPE LOT 2: MIXED USE: BUILDING FOOTPRINT., 10,0D0 S.F. ❑ Lmdswpe Area Park ng Provided Or site LandscapeArea % of Area in Front or Side anopy Trees 11rro e, Accent Trees 01253 Shrubs 11-WUa; Groundcover 115%o`efr Seasonal Calor R%dq Required 5,000 Si 753'0 10 20 125 750 100 Provded 19,436s.f. 75% 41 20 343 3,096 139 SUMMARY CHART - PARKING LOT LANDSCAPE LOT 3: MIXED USE ❑ Lmdswpe Area Park ng Provided Required Ratio % of Area in Front or5ide Required 660 SF Accent 111299, 20 s.f. I Space - Provided 847 s.f. SUMMARY CHART - INTERIOR LANDSCAPE LOT 3: MIXED USE: BUILDING FOOTPRINT: 3,500 S.F. ❑ Design Development ❑ Or -Site Area % of Area in Front or5ide Trees Ir=� Accent 111299, Shrubs 11:4Usi1 Groundcover 115%Of-4 Seasonal Landscape r1%ds) Required 1,750 0. 7596 4 8 44 263 35 Provided 7,095 S1 76% 14 8 119 1,164 117 DEVELOPER:. SOLANA DEVELOPMENT SOLUTIONS, LP P.O. BOX 1530 MIDLOTHIAN, TX 76065 TELEPHONE: 972.533.8702 FAX: 214.506.3205 CONTACT: DAVID CARR PLAN PREPARED BY: CUMULUS DESIGN P.Q. BOX 2119 EULESS, TX 76039 TELEPHONE: 214.235.0367 FAX: 214.235.0546 CONTACT: PAUL CRAGUN GRAPHIC LEGEND EVERGREEN CANOPY TREE EXISTING TREE 4" CAL. TO REMAIN 0 DECIDUOUS CANOPY TREE 4" CAL + DECIDUOUS CANOPY TREE 4" CAL. DECIDUOUS CANOPY TREE 4" CAL. DECIDUOUS CANOPY TREE 4" CAL. EVERGREEN UNDERSTORY TREE 30 GALLON FLOWERING or EVERGREEN UNDERSTORY TREE y- ata GALLON r _ 1 FLOWERING UNDERSTORY TREE 30 GALLON FLOWERING UNDERSTORY TREE 30 GALLON EVERGREEN UNDERSTORY TREE 30 GALLON EVERGREEN SCREEN, 36"HT. 0 ACCENT SHRUB PLANTING, 3 GAL 0 0 SOLID SOD BERMUDAGRASS SHRUBS, 3 GAL. AND GROUNDCOVER BEDS, 4"POTS - GROUNDCOVER BEDS, 4" POTS SEASONAL COLOR BEDS, 4" POTS LOT 1 R1 R2, BLOCK SABRE GROUP CAMPUS ADDITION, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 01 LANDSCAPE CONCEPT PLAN SCALE: 1" = 40'-0" 0 20 40 $0 04 d LO 04 u� a r` cn X 00 cli`-° u u E 0) C2 CD CQ t? E 9✓ r V3 c'6 0 r E W Z c1r Z3 0o ,@ cDw if Z W 0� F- LU LU Q 0 L.L F- LU LU Cr_ L] F- Issue For: ❑ Design Development ❑ Progress ❑ Bidding ® Permit ❑ Construction 11 Original Issue Date: AUG. 17, 2020 Drawn By; BDA Checked By: BDA Current Date: MAR. 02, 2021 Drawing # LCPA CASE NO. ZA 18-006 UJ C ffwd� V Q 0 0 Z U) Drawn By; BDA Checked By: BDA Current Date: MAR. 02, 2021 Drawing # LCPA CASE NO. ZA 18-006