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Item 5 - PlansL o LEGEND 50' o' So' 100' C M0 -AND CONCRETE SIDEWALK AROUND HOTEL SCALE: 1 " = 50' w 04o FX7S/A/c / AND POOL AREA z N0CC 14 X24" /�/�,R �p \ = TXDOT PAVEMENT �R N �4 �/ \ _LLJ HORIZON / O = FIRE LANE PAVEMENT C% z INVESTORS LLC O� L 0 w ZONING=SP2 :3: N10 1g `\ \ � A/ � moi, NEW TURN LANE �/ F = PARKING PAVEMENT m �� ' p�y��YL` /o� PER TXDOT / / �S o L.U.D.-RETAIL �5,� �PQ�e �\ REQUIREMENTS �Q Z PGG ANG p6• Q' ✓ I/ Q L 4 60x/ / \ V = PROPOSED BUILDING W 1 14 COMMERCIAL � � ��. \ \ ° ax OU S 89'3 J3'21. �� / C�w / � \ `� = SIDEWALK PAVEMENT 12" I U N o ' 42.0' _ I _ 14813' S /, ��F / 2� < \ �l/ �- �/ �/ �/ �/ �l/ �l/ < J cn z o S TI � 4 = PARKING SPACES PER ROWISS� 00, FD w N ��P DRAINAGE EASEMENT ` f ''/ z SITE II W cn � S� FOR HIGHWAY e I QUI-1�o Qzom /�p Q w c, E CD z PURPOSES / \ / - �L r I ` VOLUME 14132, PG. r - �•I J I w UJ Lu 42.0' _ �_ __1�4a.?�� i - _ A V E HIGHLAND ST HORIZON INVESTOR, LLC ' �, �, 20, D.R.T.c.T./�;,�_,__, �S .�, �, �, �, �, �, �, o W =azo,/, u } I PROPOSED TEMPORARY %�� / ��_ _ ZONING=SP2 � �' ' I z I CONSTRUCTION _ L.U.D.=RETAIL r EASEMENTS T.C.E. TO iii - / / y �_��_ I , - I ( ) � � i 42 < VLOCATION MAP SITE PLAN NOTES z N CD ,-, COMMERCIAL ' w 1 j' - THE CITY OF SOUTHLAKE �i G�� 5 �, �� , �, �, Of � R30.0'-' � �� ,�/ �/ 1"-500 I R30.0' 1. ALL PAVING WITH PROPOSED CURBS SHALL BE IN ACCORDANCE p o a z o N 0.48261 141. 4� I EASEMENTS TO BE - �% DRAINAGE EASEMENT FOR CB\ 5062 �fXISTjN WITH THE CITY OF SOUTHLAKE REQUIREMENTS. QQ��CD \ HIGHWAY PURPOSES S 6 9' �l/ �l/ G 3p^ \l/ \l/ y J w o o ABANDONED AT TIME VOL.13522, PG. 57, R30.0' 9•jp \ \ Rip O V w I I \ Cy, 22 2. CONTRACTOR SHALL FOLLOW TXDOT AND CITY OF SOUTHLAKE o � w I ' OF FINAL PLAT AND D.R.T.C.T. / o� � JrO6,j 1, I, REQUIREMENTS FOR TURN LANE CONSTRUCTION AND CONSTRUCTION _ 3 Q'o oma_ 42.� _ _ I 114 I \ �� l 00/ CEj \ \ IN THE RIGHT OF WAY. v cW z w o 0 ,�o I REROUTING OF �_ uv NEW TURN LANE EXISTING WHITE .�`�rn I /,h -PER TXDOT W 1191 STORM SYSTEM a> 25' �% �/ �l/ �I/ �l/ 3. ALL PARKING SPACES SHALL CONFORM TO CITY OF SOUTHLAKE r,w CHAPEL BLVD I w l�\ 2S, REQUIREMENTS REQUIREMENTS. PARKING SPACES SHOWN ARE 9'X20' OR 9'X18' 2 J ui 9E�oz�wa IMPROVEMENTS I \ i c o =/ eUFFE UNLESS OTHERWISE NOTED. HANDICAP ACCESSIBLE SPACES SHALL lei Y h ; z Cr PROPOSED VARIABLE WIDTH y ni yqR \ CONFORM TO TAS REQUIREMENTS.lL Z Q a z o „ -� ¢zww=0 CHANNEL EASEMENTS \ I �l \ D TYpE J \ \ \ 4. MAXIMUM IMPERVIOUS COVERAGE FOR THE DELTA MARRIOTT O V oN o�oo a V1 v I I, N / I % i \ \ ON w� �Q J I I • // / TO THE CITY OF SOUTHLAKE �G/ `� �fXls `� `I' �' `� o z z r VARIABLE WIDTH PERMANENT N I / // // /j ` i \ /GGr TNG 3X3 SOUTHLAKE SITE SHALL NOT EXCEED 75%. u� o w ? v CO z APPROXIMATE CHANNEL EASEMENT14612, PG. 591 -I - /�f // / B ` \ epX Q a it 65 / / \ ' I / - S� C// \ ��\ �/ �I/` \1/ \1/ 5. REFER TO PLAN C2.1 FOR CROSS SECTIONS OF RETAINING WALLS. W w n � w w � VARIABLE AND 14740, PG. 51, D.R.T.C.T. / // % //�� \ \ \ ` � a co � o WIDTH R.O.W. I I l_� // / / FUTURE LOT / M/ SETegCK� N ,� \ 6. THE PROPOSED PLANNED DEVELOPMENT UES WITHIN THE SH -114 r CENTERLINE - I I i /// // / / 300, 14 \ OVERLAY DISTRICT. / i � 0 20- N -E 47.0' 4`" /�/ // / 9.592 ACRES R200.0' / \ \ 62¢ \ \ �, 7. CITY OF SOUTHLAKE GEODETIC MONUMENT 26 WAS THE CITY APPROXIMATE 1 I j /// / �,/ / 69�' �� \ CONNECT APPROVED BENCHMARK USED FOR TOPOGRAPHICAL INFORMATION. DIMENSIONS FOR I ' " / / VARIABLE WIDTH PERMANENT \ 2�S \ TO EXISTING 8. FUTURE DEVELOPMENT OF THE 9.585 ACRE REMAINDER WILL \ >� oN / /CHANNEL EASEMENT VOLUME VARIABLE WIDTH R.O.W. IL // �/ Lo / ri�// 14612, PG. 592 AND VOLUME / / / / / \ \ \ \ \�; \ \ \ SIDEWALK REQUIRE A CONCEPT AND/OR SITE PLAN. �" • •i Z i•��) N .I - - 14740, PG. 53, D.R.T.C.T. / / c = : •� �) C U LLv Ivl v HALK BC �� // / /� \ 9. DOMINION SOUTHLAKE PROPERTIES, LLC SHALL BE RESPONSIBLE /�;' • • ; a ; 1 W /I / EMERGENCY AND STgJEOfSS Of FOR MAINTENANCE AND IRRIGATION OF ANY LANDSCAPING ON LOT 2 j/�!� ; M : J// MCCAIN REAL EST \ / V0 ylG N/f0 UNTIL THE PROPERTY IS REZONED AND DEVELOPED IN THE FUTURE. /tL: I / , // MUTUAL ACCESS C. WAY TO \ /o. ZONING=SP1 N II j/ o / \ EASEMENT/ �\ p s9 PG�� r/4 ti\ /�,: D.R. j�36 F 300, 10. BUFFERYARDS SHOWN ON LOT 2 ARE BASED ON THE C-3 /1.. L. U . D. = 0 FFI C E I iZ i� \ ! / OR\ST PRpM GENERAL COMMERCIAL DISTRICT ZONING. (l : Z COMMERCIAL I j \ R30.0' _� 4' / ARK 0 11. ALL BUFFERYARDS FOR LOT 2 WILL BE PROVIDED WITH FUTURE `� Q ;•''�_�� \ ti 1 P R40.0' \ - 0.0' /, �VqY DEVELOPMENT. 5 .. 19��„ s 10 O- OR FUTURE \ �� X " FORCE IN DOC. NO. ,� 7 --ACCESS / �_ � o� 0� E�7161;EM APPROXIMATE LOCATION �e I - EASEMENT / �_ R.r�ENr D212058866 OF FUTURE CULVERTS �y w DRIVE �6. R100.0'��//�/ �'� S BU/�D/ I \�J / UMT 3 �'c D.R.T.C.T. BY CITY OF SOUTHLAKE o a- CONCRETE I �-R4o. ' \NG SeTeq�K 15 /^o�4S\ cr> > f� r LIFT STATION TO BE� I "10' -� s38_ - - \ \ R3o.o' R3o.o' - ��\ / �� / _ L o - ABANDONED BY CITY ITY - - \ \ a ��\ \_ } / / // / � -1 ' - -1 � � / '- \ � - - � � � � 30 / EASEMENT DOCUMENT ACCESS AND 10. O Q ~ OF SOUTHLAKE I w �L / �� _� _ _ _- N I \ ( o / / D212064089 ~ af O - I Q\� m //�\ / __ 640 \ \ _ b-„ I l 22 Q, ��\ I / / 12'�I �O �Z FUTURE m o� / / / \ v ' _ \ \ - -j N _ 1 \ - - R30.0' \ / / CONTINUE c/� _ Lw I - _ - - �\ _ _ i N ? \ �/ ;� / _25' ACCESS �OUTHLAICE LAI�IU �b �' Q TURN LANE � I \ / - 642` \\ _ ' W c .. t ��s IC�RF AND UTILITY z P SOUTHLAKE PERTY z z " R30.0 - / / HOLDINGS LP o =' - �q / / / EASEMENT Q PYRAMID TUBULAR o /1o' BU �D'NG UN -E-644 - \\ g o l a P?9oL \ �,,NF / ZONING=SP2 Z Q EMERGENCY AND / / 0 a - REQUIREMENTS I I / O�UME 388' 137, , _ _ _ o I J 1-�� Q _i PRODUCTS LP T - - - v v� _ o w �' s MUTUAL AccEss / L.U.D.=MIXED USE M / / /PAGE 61, ��- �12p,j�A EASEMENT <G/ is, Q, Q ZONING=SP1 w o s, r� v__ - z I ��I/ Z l N i� 6�6 �� _- -- -ei 2%S V / _ - r I 3 LOT 5 BLOCK 1 L.U.D. OFFICE N � II -115' - \� -�I c� �, ), 1 CONCRETES � 2 � � v �/ � / � /"\ n k l A l r n /-\ I A I ,., _ .. � ' I / / \ � / � � _ - \ c � . ^ I N � � . /- I „4 1. � < K .,, , \ .� R50' 0., \�� \..�.. �/ i / AAS M T M 11 w 1/ r W ADELKI, LLC / / - _ _ _ - -' � - t -SCREENING AND q% RI v ••i J JVI\I YY II LI\, JIVI\IVI YYlII LI\ / I / Y' ti 24' \ / /DRAINAGE AND SANITARY SEWER ZONING -SP1 �_ -� ! OTHER POOL R3o.o' / DISTRICT / - - °' 18.0' 24.0' 20.0 20 26.0' I -2e -e INFORMATION �/ EASEMENT INSTRUMENT _ �t - / �6 - - - - ! o - - - I - - I - - ! 6 R3o.o DOCUMENT NO. / NO D213183755 D R T C T L.U.D.=OFFICE 90 c �i iii�i�✓ii��iiiiiiiiiiiiiiiiiiiii it iiiiiiiiiii fi iiiiiii�iiiii , / o I / TO B E ABANDONED DON ED BY SEPARATE C0MMFRCIAI INSTRUMENT. R3C °'N - �o .� 2.o I °`." r // ,�� // D212064089 LENGTH AND TRANSITIONI j II 9'22'47" E 1275.32' 0 30' FIRE LANE // , 208' - Il �' I I / �� _ ) f� �_ ,�R25,0' 6 / M.R.T.C... _ OF TURN LANE TO BE 150 - - 15 BUILDING SETBACK / �� ' DELTA MARRIOTT;, o / COORDINATED WITH CITY FUTURE ADRIVEWAY TURN(11JTD ` _ j _ G0 I/ 9OCO* �' OF SOUTHLAKE = � �'1 RSo.o' o � ' /80• �� 26' EMERGENCY /WUW W y W W W W R10.0' _ - SOUTHLAKE/\/ /> '-- 6.280 ACRES / �, ��R20.o' N 26 ,�` // / AND MUTUAL EYESOU I , ,� „ .R3a.o' `7Cnx,xxx °' 2 = PROPERTY, LLC � 01 L 'k W *`� W W 13.0 � � o 00 , // ACCESS EASEMENT SITE DATA � FULL SERVICE HOTEL.. � o / � (h � 1 0 � �� 320 TOTAL PARKING 10 ZONING=SP1 I 5J'�� GREEN SPACE I�� J N, 6 LEVELS SPACES PROVIDED 0 ego // S U M MARY CHART L.U.D.=OFFICE : ��13,900 SF R3.5' R5 .0' 165,475 TOTAL SF . \ 14- . �. .� .� R3.0' 10 X 25 o /80 PROPOSED i U 04 / R3.5' N I j' 90 MAX, HEIGHT LOADING SPACE / o v � / Description Delta Marriott Southlake / I I COMMERCV FUTURE WHITE) TEMPORARY W v, W W W 20.0' 2.0� 1 20' MASONRY I7ETAfI�ING p NI 1 ' X 50 CHAPEL BLVD I �� 1. CONSTRUCTIO __ _-WALLS 6' MAX �HEIGHT� �,.. i FDc�_ .i \ Q IMPROVEMENTS � z � ,- _ J � .� � R3.o' � '� -- � `�`. -� -=`-- - - 12 0�_ N I ° ,` 1' � ;" = - - - _ __�- •• SPACE G / �'/ �� / Existing Zoning C3, CS, SF -1A NEW TURN LANE EASEMENT TO W W C 6 W W �. W W W - v*L1 DUMPSTE T�1CL�S RJ01-- - - 1 7 - r _ % /� _�o Proposed Zoning S -P-1 THE CITY OF -� - - _ � 12, oWI L - I °o„ Southlake 2030 Land Use Designation Mixed Use ---� SOUTHLAKE _ \JR3.5' \ SERVE AS RETAINING WALL. GENERATOR AND ELECTRIC 10.0' / N ' g J / Gross Acreage 6.280 AC PER SOUTHLAKE � " - - - � � TRANSFORMER SCREENED b R30' / 'I W W W � ---� - � 67 SPACES ON THIS LOT � � ��, REQUIREMENTS I - _ "' S4LL HAVE SOLID METAL _o m Net Acreage 6.280 AC 6� _�.- � _ 26 FIRE LANE / 50.0' o o �� g 54.7' - A DOORS'. � MIN. HEIGHT PER S -P 1 REGS / I_ -� - \� �/ / (Number of Proposed Lots 1 t 7 �� \ \ \ ` ` rRv1cE� - - - - - - N 7- CONCRETE / / �// (Percentage of Site Coverage 16.6% W W -25y BIILDI�IG SET A K YARD L J 4 79.o 54'APPROXIMATE ��T � ��I I / / Area of Open Space in Sq. Ft 72,575 S Ft �2.4' _ � 54.6 _ � _ W D , � �� ~ - rn i � u � � ,'' DIMENSIONS FOR - _ _ 10 BUFFERYARD TYPE D VARIABLE WIDTH R.O.W. I - - - , - - 10 _ > ` �8, 6�> +6 " Q ' - / Percentage of Open Space 26.5% O N 88 49 20 W 4,33.77 25' r. -1 15 BUILDING SETBACK I 0 I "' ' ' ' ' �_- - - '�- - 1 _ - - / (Area of Impervious Coverage in Sq. Ft 201,171 Sq. Ft MASONRY RETAINING WALL B 14 r � -� .L -� MAX HEIGHT WITH SCREENING SEE NOTE 5 / �5. BIJFF'E YARD A - - - , „ - / ° r- = WHITE CH.4?FL 1i11! -A J � Percentage of Impervious Coverage 73.5 /° _ LANDSCAPING AND FENCE FOR ALL WALLS 15 \ \ \ \ o N 88'45 41 W 481.84 / � g p g RUCKER ZENA F n - - - - - -ATE- - -- - - - - \ \ o / Building Footprint Area in Sq. Ft 45,367 �] DOCUME ------------------------------- 6' METAL FENCE �\ ''� / Number of Stories 6stories ------------- SULLIVAN _ -� _ � _ �� 6 A�y 61 ��•��o �-�� -WITH MASONRY------------�---�--- / REMAINDER 0 - - - - - - - - - - (Maximum Building Height 90 Feet m I COLUMNS 15' SURFACE WATER ZONING=AG n 03 n I I DEROSE 'DECK ADDITION -LOT 2R PROPERTY STORMWATER DRAINAGE AND PROPOSED 30' Proposed Floor Area By Use q L.U.D. =MEDIUM O 2 SANITARY SEWER EASEMENT WIDE TEMPORARY 1st Floor - Hotel, Restaurant / Bar, 1st Floor - 45,367 S Ft C V. I ' VOLUME 388-178, PG 50 / LINE INSTRUMENT NO.D213183755 CONSTRUCTION Conference Center DENSITY RESIDENTIAL r 10 EASEMENT 2 -5th Floor - Hotel 2 -5th Floor -24,388 Sq. Ft mD.R.T.C.T. TO BE ABANDONED PROPERTY 6th Floor -Hotel 6th Floor - 22,556 Sq. Ft EXISTING LOT 2R LOT BY SEPARATE INSTRUMENT. SOUTHLAKE LAND LINE TO BE MOVED PER I Total Square Footage 165,475 SF 0 -� I WHITE CHAPEL PLAT I LOT 5 BLOCK HOLDINGS LP IParking Required (Per Parking Analysis) 313 ZONING=SP2 IParking Provided VILLAGE CTR PRT II Standard 313 ZONING=SF-1A SOUTHLAKE L.U.D.=MIXED USE MEDICAL DISTRICT Total 320 320 L.U.D.-SINGLE FAMILY (Loading Spaces Provided 2 - - - - - - DOCUMENT NO. D212064089 - - - - - M.R.T.C.T. I ZA16-C W - 0s E~ a, y c+vOw N 7 E^ X g V = J V, J G� N �O 3 W f6 d CN U- ,O An U- M Q m V) + a Co Z a� N V O Z U; 0 Z m In"Z L, <o� 0 2! �LL 3v Vf c l7 E.a.c zLL ca W ✓ 3 o > `o �avi0� 'a� o z w 2 v z�ao F, wo2� ,LU Lz co N Q > X X m C3996 DESIGN/CALC BY CJS DRAWN BY CJS CHECKED BY SHS DRAWING SCALE 1 "=50' DATE 09/22/2016 Job Number 15-0073 Sheet Number C 1 ■ 0 I g � z �CL CD CLN CL'5: w U M z O i U J C) N jU of E oa U to C N Q �o M 50 0 50 100 •1/ \1/ \4/ \1/ \4/ \4/ \4/ •1/ / '� \ _ _ 36 �cA SCALE: 1 " = 50' EXISTING LEGEND 8X4' 5 89°1'3 I' /'' / \`A\ \ / ��e2, \ = EXISTING CONTOUR L / \ PROPOSED CONTOUR /RETAINING WALL 14/ 14/ \ \ \ \ SHEET FLOW ARROW 3g, T \I P E� 7701,Ov \ iv v N T s oFXST�NcV / - 1 S c Rcp \ \ \ _ Q ' / - , / I , - / , _ F1.S ez, �, .� .� �, �. �, �, �, O \ \ EARTHWORK NOTES /�Ni' �L 4 BULK CUT TO SUBGRADE -51,456 CY 629.86 \� o,,e \ BULK FILL TO SUBGRADE 50.364 CY g NET EARTHWORK 1,092 CY (CUT) / � I_ (T'4 3'2 6 D°43'26c 13:1II 1 . II ->< 4WA C \;SS 629.12 g � \ \E/S Nc roP l cPlR CALCULATION ASSUMPTIONS: a� 62�se\ FILL FACTOR 30% 11v76 6 01 74 ISI 1 w ��/ / // iij \ 631.06 I I 62 36/N jjjjj S7. i \ M 61 M 3e, �s�f\s �1,5' � EX/STiN ' 19,31. ` 3X3' ecX � i b I I 634 -16 631.78 I v 0» w Z_ 8" 3Aiv. SEw. Alk - // i / / / V �� I f" .191111111, v 6 3e�11� �j 11. 631.34 v v X 63 4 - a j. G5. // / j \ 636Li \ \ \ \ ❑ / 634.90 ,-� 632.9463 121 625.71 a 634.27 3g�ET 638 634�8 ly FUTURE 636.51 630.54 625.11 �/ \ D, f„ FORCE N �_ -_-� \ \ ACCESS \ py DRIVE ;� \ 626.21 48 0 \ �634. \ \ 6� .98 � 0 635.69 635.04 '� 634.70 1138. 636.52 I / \S /2 •. / 634.72 I / J X36 67 634.58 5.44 635.30 63 633.20 7 / _ 635.94 \ / / /CONTINUE w / / \ \ �'� �y / / _ 25 ACCESS o / / \ / / Asa, _ - 638.69 X36.80 &4 635.10 634.55�� // AND UTILITY 64 634.51 634. \ \ 627.61 / ,r - 4 EASEMENT I / o �i 6 I,. 634.80 1 >� //��// __�\ ` W\��. I. 634.20 / �/ 634.80 634.32 / . \ �,� I. = ` 6]t.14 Q /639.01 T-6ST 99 w ya' 35.401- w / / / E637. fi 635.14 l 6.0 634.59 631 29.10 N o / 1142 639.88 CV , 63 �� 633 43 �� i/ - - r / / 640.78 \ + 637. I 630.38 / I l / - 637.5 / I 57 /I / / - / / \ 637.37 /- IM 635.45 635.63 3 .95 634.39 X633.72 nj15 SURFACE WATER, STORMWATER C) -� � 638.97 ' � . � 635.98 635.96 \I 635.33 631.8 ; //I DRAINAGE AND SANITARY SEWER 644- _ 635.99 I I.EASEMENT INSTRUMENT - 641.38 636.00 c 634.076 8 I / i NO.D213183755 D.R.T.C.T. 636.0 6�6'b0 635.13 TO BE ABANDONED BY SEPARATE r 636.11 I / l N P I I INSTRUMENT. 548 27r7l 646.40 30' FIRE LANE q 638. 638.14 636.0;' 635.9 630.1 I / \ 633.54 �\( 630.671 645.80 645.13 639.09 \ FINISHED 636.14 34.86 �� 633.30/ � 643.44 _ 637.4 645.68 t 636 06� _ 633.56 65 .Q I � PAD AREA � 630.88 � � 26 EMERGENCY I \\ 640.81 88 630.781 i = / AND UTUAL I \ o ;� s 644.98 642.27 645.22 FULL SERVICE HOTEL EST. FFE A ra " z� 646.70 f 637.80 / ACC S EASEMENT I �� 45.0 - 6 .2.0 3. / / A 645.19 4 6 LEVELS +/-636 v \\, � 630.2 / I \ 646.57 \ 1�i5Cf75 TOTAL SF 635.99 635.90 <� \ \ 31.86 / I \ GREEN SPACE i - � X4,3 640.63 OZZ 13,900 SF 6471) 1 (- + 1 90� MAX. HEIGHT \ 635.97 - , 64,x.41Jul V l c> I �` 640.87 \ . , /� I . O 1J.10 I �. FQC / �+�� y \ R�5 q I '�� 6 61 A \ / � 5h �. ll \ PROPERTY BOUNDARY ,I �4 .82 645_ 640.07 - '� >;35. / ��. 46.90 \ \_ 638.28 3 4L 3 .5t 631.74----- 645 31.74\ / a of - - � B - - _ � � t .1 5 / � 646.86 - T]7-�3 t O y648.00 647.07 647 6453 1638.66 .163-7.6-7 635.82 635. 634.20 633.09 630.1 I W - 658 '� 638.71 635.43 ' 6 FIRE LANE 634.12 630.79 f C 647 85 639.49 38.97 635.69 _ 633.06 I03 -� _ 649.88 6 8.84 ----- _ n I - - ► �!- 6 982 7 - ®1 \ 636 3 .1 -_ 0=■ I i_ '� I I I i i T T 638.29 _ 6 _1�8°49'20,, N_ 433.7?' :�- :' ,' y �. �. O " m J , , RETAINING WALL -► B C RETAINING WALL ` \ y p 1 \ ` \ \ GRADING NOTES �' n �� B 14 MAX MATCH EXISTING GRADE \ A 6 MAX 1 15 V A \ \ \ 10 A V A N 88°45'41" W 481.84' // / c a --- r�--- I D v 1 Z5 r goo F-: \\----I---I-------�---- --� - I-- -- Z--�- �-- -... -- M 00 r' I a \ I I I 1 I II i II I 15 SURFACE WATER, I PROPOSED 30' T_ VEROSE L T 2� PROPER�Y��I STORMWATER DRAINAGE AND WIDE TEMPORARY o M > N SANITARY SEWER EASEMENT CONSTRUCTION INSTRUMENT NO.D213183755 EASEMENT ///PROPERTY D.R.T.C.T. TO BE ABANDONED I BY SEPARATE INSTRUMENT. I I I 1. ALL SLOPES SHALL BE UNIFORM FROM DESIGN GRADE TO DESIGN GRADE. 2. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH TXDOT AND CITY OF SOUTHLAKE AS NEEDED. 3. RETAINING WALLS WILL REQUIRE STRUCTURAL DESIGN. o w 4. CONTRACTOR SHALL COORDINATE WITH STRUCTURAL ENGINEER FOR ALL WALL FOOTINGS IF NECESSARY. a 5. CONTRACTOR SHALL STOCKPILE SUITABLE EXCESS CUT FOR FUTURE USE. E, 6. ENGINEER AND CONTRACTOR SHALL COORDINATE TO OBTAIN A BALANCED SITE. wo�� o� C) Lu 7. CONTRACTOR SHALL INCLUDE IN PRICING ALL EROSION CONTROL MEASURES AS REQUIRED BY TCEQ AND CITY OF SOUTHLAKE INCLUDING BUT NOT LIMITED TO, SILT FENCES, CHECK DAMS, INLET PROTECTION, AND CONSTRUCTION ENTRANCES. ,1; iiQo�ZCD d¢w``o-a- 7. CITY OF SOUTHLAKE GEODETIC MONUMENT 26 WAS THE CITY APPROVED BENCHMARK USED FOR TOPOGRAPHICAL INFORMATION. �•_ 4� CD •!11S m 1O:t :z/ L 6 : � U. O / a' 00 / w Q W .0 _ u- '03 M N N M 4f O� W � � a L t/1 n N 7.0^Xco U c a to F- oLn °� p Q .4^ r, += of ry a Li �O cn Li 6^i N v~ z o� L `0' U Z m En Z L c J N 0 a it N c z -� LL�c W F2 cr '� R v og c 'm v a - N Uw O� w W 20 Z Ln -2 v wcrcc° Q v9F DESIGN/CALC BY CJS DRAWN BY CJS CHECKED BY SHS DRAWING SCALE 1 "=50' DATE 09/16/2016 Job Number 15-0073 Sheet Number ZA16-051 C200 -0 0 U o w a E, wo�� o� C) Lu w _=1 o �¢¢coLU ¢ Z W y ,1; iiQo�ZCD d¢w``o-a- O J N } O= �•_ 4� W J Z QQ �. 0 U VCID C) (/)� R= ^ JZ QDU 2 ^ N z= �¢N,S a o U U Z♦ -¢O LS ¢= oo�¢o w zcs U_ 0'0'= W C Q�[ �ZN(n o 0 W ZO o�"'�N� _ _j '3 Amo w� uO� W Q Q a zzUjw�o U o o c' oU Z w LL wtnzamr = Eli Ld V) � X50 cn w CD •!11S m 1O:t :z/ L 6 : � U. O / a' 00 / w Q W .0 _ u- '03 M N N M 4f O� W � � a L t/1 n N 7.0^Xco U c a to F- oLn °� p Q .4^ r, += of ry a Li �O cn Li 6^i N v~ z o� L `0' U Z m En Z L c J N 0 a it N c z -� LL�c W F2 cr '� R v og c 'm v a - N Uw O� w W 20 Z Ln -2 v wcrcc° Q v9F DESIGN/CALC BY CJS DRAWN BY CJS CHECKED BY SHS DRAWING SCALE 1 "=50' DATE 09/16/2016 Job Number 15-0073 Sheet Number ZA16-051 C200 -0 DRAWING: S:\JOBS\Jobs2015\15-0073\CADD\—C—Concept\PlotSheets\O—IPLAN—GRADE-15-0073.dwg USER: Colby Schroegle TAB: CONCEPT WALL CROSS SECTIONS DATE: September 16, 2016 — 1:38:07 PM N U)0 0 r M 0 G fTu Z7 V IIV M Cn 0 0 Z = 1 Z7 N IIv W C 0 r� M 0 m VI C/) IIVM cyl 0 — 0 Z 0 = 1 X77 ` N IIV N O 46 Cn 0 0 n r;0 M 0 m cn IIV M 0 0 Z v = 1 0v N Ily N O O C31 rn CD CTI 0-3 0 rn rn rn rn cr cr rn rn CD Cn o Cn CYI CD o rn v 0 O � ° n Lnrn 0') Cr o cn o cn I CnCC) O m y<m D C -)x �� z �G7 8.5" rn 0 rn Cr) rn -;h' Cn CTI Cr o Cn rn Cr) rn Cn C:) Cn Cnn D r 0 M ♦♦^^ < ;u V+ V/ v/ IIV M Ul 0 0 Z D = 1 0D N IIV N O rn rn CIA GJ O Cn .0A z rn rn U O nyT 0 n n n m rn CI1 U 1 1 I I i 1 I I I I I I I I I I I CD cWii O (JI CTI O cin O c�i� O I T P, Z o ,r 0 0 G rn. N o 0 r� V I � 1' rn rn rn C� CA Cin o Ln o F" + DALLAS TFk OF \, DEVELOPEROWNER Frisco Square • Main Street RREAF SOUTHLAKE HOSPITALITY, LLC DOMINION SOUTHLAKE PROPERTIES, LLC 6175 N. Suite Mai y 4245 CENTRAL EXPRESSWAY 2720 S7EMMONS FREEWAY 367 Frisco, TX 75034 /•••�••••••• •••• •••••••••' •�•••� SUITE 420 DALLAS, TEXAS 75205 SUITE 700 DALLAS, 7EXAS75207 coie972.624.6000te1 LARKIN H. CHIVERS SURVEY SANDYiA" STEPHENS / (214)522-3300 (214)630-0088 www.coletx.com ABSTRACT N0. 300 1"*'*'**'*'****** 89483. ••moi CIVIL ENGINEERING /SURVEYING /PLANNING /LANDSCAPE ARCHITECTURE P ��'• �� THE PROFESSIONAL, WHOSE SIGNATURE AND PERSONAL SEAL APPEAR HEREON Texas Registered Engineering Firm, F-10253 TRACTS 1, 11, 111 (111 /CENS •'��i� ASSUMES RESPONSIBILITY ONLY FOR WHAT APPEARS ON THIS PAGE, AND DISCLAIMS Texas Board of Professional Land Surveying Corporate Registration #10193871 `\ S/OIVALE-� (PURSUANT TO SECTION 327, 411 RSMo) ANY RESPONSIBILITY FOR ALL OTHER PLANS, Cole& Associates, Inc. isaMissouri iorporl Lan.b.a. Cole Arizona& Texas herein tionreferred 1019s"Cole" Nr�-1,� A� �� SEMONS \\�� SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT COQ y WML CRM ""' MO' `� DATE: SEPTEMBER 1 6, 201 6 SEALED BY THE UNDERSIGNED PROFESSIONAL RELATING TO, OR INTENDED TO BE USED FOR, ANY PART OR PARTS OF THE PROJECT TO WHICH THIS PAGE REFERS. DATE C�7 NO REVISION DESCRIPTION a M o M 0 z c' O z a Z CD (D N (p C a O \ \ r = m cn N O O o. rn CD CTI 0-3 0 rn rn rn rn cr cr rn rn CD Cn o Cn CYI CD o rn v 0 O � ° n Lnrn 0') Cr o cn o cn I CnCC) O m y<m D C -)x �� z �G7 8.5" rn 0 rn Cr) rn -;h' Cn CTI Cr o Cn rn Cr) rn Cn C:) Cn Cnn D r 0 M ♦♦^^ < ;u V+ V/ v/ IIV M Ul 0 0 Z D = 1 0D N IIV N O rn rn CIA GJ O Cn .0A z rn rn U O nyT 0 n n n m rn CI1 U 1 1 I I i 1 I I I I I I I I I I I CD cWii O (JI CTI O cin O c�i� O I T P, Z o ,r 0 0 G rn. N o 0 r� V I � 1' rn rn rn C� CA Cin o Ln o F" + DALLAS TFk OF \, DEVELOPEROWNER Frisco Square • Main Street RREAF SOUTHLAKE HOSPITALITY, LLC DOMINION SOUTHLAKE PROPERTIES, LLC 6175 N. Suite Mai y 4245 CENTRAL EXPRESSWAY 2720 S7EMMONS FREEWAY 367 Frisco, TX 75034 /•••�••••••• •••• •••••••••' •�•••� SUITE 420 DALLAS, TEXAS 75205 SUITE 700 DALLAS, 7EXAS75207 coie972.624.6000te1 LARKIN H. CHIVERS SURVEY SANDYiA" STEPHENS / (214)522-3300 (214)630-0088 www.coletx.com ABSTRACT N0. 300 1"*'*'**'*'****** 89483. ••moi CIVIL ENGINEERING /SURVEYING /PLANNING /LANDSCAPE ARCHITECTURE P ��'• �� THE PROFESSIONAL, WHOSE SIGNATURE AND PERSONAL SEAL APPEAR HEREON Texas Registered Engineering Firm, F-10253 TRACTS 1, 11, 111 (111 /CENS •'��i� ASSUMES RESPONSIBILITY ONLY FOR WHAT APPEARS ON THIS PAGE, AND DISCLAIMS Texas Board of Professional Land Surveying Corporate Registration #10193871 `\ S/OIVALE-� (PURSUANT TO SECTION 327, 411 RSMo) ANY RESPONSIBILITY FOR ALL OTHER PLANS, Cole& Associates, Inc. isaMissouri iorporl Lan.b.a. Cole Arizona& Texas herein tionreferred 1019s"Cole" Nr�-1,� A� �� SEMONS \\�� SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT COQ y WML CRM ""' MO' `� DATE: SEPTEMBER 1 6, 201 6 SEALED BY THE UNDERSIGNED PROFESSIONAL RELATING TO, OR INTENDED TO BE USED FOR, ANY PART OR PARTS OF THE PROJECT TO WHICH THIS PAGE REFERS. DATE C�7 NO REVISION DESCRIPTION a USER: Colby Schroegle TAB: C3.0 EXISTING DRAINAGE AREA MAP DATE: September 16, 2016 - 1:40:25 PM n C� <C rTj —i CD C' O I O X C7 C,J Z X O D °? -1 m 5 • \\\\ - �1 w nl w ,1 w Is w w w\�(k G 7" w w G \ \ / B3— 13 0*\ \ \\ \ / / j ) \\N\\�\�\ 7 00 \\\�\\ \� V \ \ \\ l00000/ \\\�\ ® \\ 1 \I \III \\ \\ \\ \ \ \ \ \ \ I ice) \----- ♦ -�` / / � / / // / � I/\�II 1 I 11 1I \\ 1 \\ 1 I I1 I I I )1 / I/l/// � F FF F FF � FF o/�I jo. � xl� F \\\\\ — — — — — — — — -- — — — — — — — — — ———————---— — — — — —— 7/�* 1��/ 11 111 `, �111�\\\ / / v F F ' / V < _\ --------- ---\ _ "\�;642 F F F F6403,;9 < << —629— F F F ------ _636 -662 =J /i �\ J F F \ — o" ` \ < < <m �/I / --- — ———— — — — — —— / ��/ 6 \\ F F F F ---�// ,�a I / �-------------- —// ��//// \\ F F E C, F F F F /1'j I C, C"" co �w F F F F F F F /F °F — — — — — — — — — � � � � II c — — — — -- / t**4 // r/ / % < F I L O F F F F /F - — — — — — — — — — — — — — — — — - � I ` / F F F �9 a" ` F F F I F F/ F �ti9 /^ F F F F F F 7 � F F F I F F E w C F F F F I F F F ) ` C 4*4V \ F F F I F F /F L_69 =s F E I F F F F Fo m / F F ly II F F k F F / F F F 11 ---- 2\ \~ \ \ \ \\\ F F <7 I/F F I tiv � I o \ I o) I \\ I I + DALLAS Frisco Square 6175 Main Street Suite 367 Frisco, TX 75034 972.624.6000 tel www.coletx.com CIVIL ENGINEERING / SURVEYING / PLANNING / LANDSCAPE ARCHITECTURE Texas Registered Engineering Firm, F-10253 Texas Board of Professional Land Surveying Corporate Registration #10193871 Cole & Associates, Inc. is a Missouri Corporation d.b.a. Cole Design Group, Inc. in Arizona & Texas herein referred to as "Cole" v 00 00 °W° 00 °W° 00 °W° W W W W W W W 00 00 V X d1 X Cr X X W N= Q O O O � O � W N O N ._. 4(D UU11 O N O W W� 0 0 0 n O O � OOOOOOOOOOOO rt°,, CA) WWWWWWWWWWW CnCnCnCnCnCnU,U,U,U,U,U, 0* cn cn U7 U7 U7 U7 U7 U7 U7 U7 U7 U7 O O O O O O O O O O O O a O O O O O O O O O O O O W W O O O O O O O O O O O O a cn cn cn cn cn cn cn cn cn cn cn cn o • rt U1 U1 U1 U1 U1 U1 U, U, U, U, U, U, W W W W W co co co co co co W 3 O O O O O O O O O O O O ^ m m m m m m m m m m m m OD OD OD OD OD OD OD OD OD OD OD OD co— N N N U1 N N O W A W N U1 -4 (A U1 W (A W OD 61 O CO OD —J (D (A 4�k OD -4 Ul O —wrnNW W-jCOmr�k0MrN. A U1 �I Ln �I w (7) W (D W O �I N (A N OD �I (A OD U1 (D � 0 �I 0 �D O N S OD N (fl O 01 A W O W N OD O (A O (D (D — O1 N U1 (D 4�k — (A (A (A OD OD N 4�k (A U, A (fl N U1 co W ♦U1 -Ph. -r- U1 — (A o (D —jw W♦OD U1 OD OD — - --A OD O 4 (D Y, 0 � N � M m xx Cn Cn v OO OO OO OO OO OO OO OO OO OO n n CO 00 V V 0) M Cn Cn O Z Z •• M m r r DELTA MARRIOTT SIOKE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS LARKIN H. CHIVERS SURVEY ABSTRACT NO. 300 TRACTS I, II, III M rn � n o m N � 0 D Z U)W R U c� z71 z n m 0 D < n Cb �Z Or Oc Z IIVm= C_ a O"b o o ■ z� C z� C� ITI + DALLAS Frisco Square 6175 Main Street Suite 367 Frisco, TX 75034 972.624.6000 tel www.coletx.com CIVIL ENGINEERING / SURVEYING / PLANNING / LANDSCAPE ARCHITECTURE Texas Registered Engineering Firm, F-10253 Texas Board of Professional Land Surveying Corporate Registration #10193871 Cole & Associates, Inc. is a Missouri Corporation d.b.a. Cole Design Group, Inc. in Arizona & Texas herein referred to as "Cole" v 00 00 °W° 00 °W° 00 °W° W W W W W W W 00 00 V X d1 X Cr X X W N= Q O O O � O � W N O N ._. 4(D UU11 O N O W W� 0 0 0 n O O � OOOOOOOOOOOO rt°,, CA) WWWWWWWWWWW CnCnCnCnCnCnU,U,U,U,U,U, 0* cn cn U7 U7 U7 U7 U7 U7 U7 U7 U7 U7 O O O O O O O O O O O O a O O O O O O O O O O O O W W O O O O O O O O O O O O a cn cn cn cn cn cn cn cn cn cn cn cn o • rt U1 U1 U1 U1 U1 U1 U, U, U, U, U, U, W W W W W co co co co co co W 3 O O O O O O O O O O O O ^ m m m m m m m m m m m m OD OD OD OD OD OD OD OD OD OD OD OD co— N N N U1 N N O W A W N U1 -4 (A U1 W (A W OD 61 O CO OD —J (D (A 4�k OD -4 Ul O —wrnNW W-jCOmr�k0MrN. A U1 �I Ln �I w (7) W (D W O �I N (A N OD �I (A OD U1 (D � 0 �I 0 �D O N S OD N (fl O 01 A W O W N OD O (A O (D (D — O1 N U1 (D 4�k — (A (A (A OD OD N 4�k (A U, A (fl N U1 co W ♦U1 -Ph. -r- U1 — (A o (D —jw W♦OD U1 OD OD — - --A OD O 4 (D Y, 0 � N � M m xx Cn Cn v OO OO OO OO OO OO OO OO OO OO n n CO 00 V V 0) M Cn Cn O Z Z •• M m r r DELTA MARRIOTT SIOKE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS LARKIN H. CHIVERS SURVEY ABSTRACT NO. 300 TRACTS I, II, III M � n _T] O O Cn zFT]U) Z F-1o� G) /U z� C z� C� ITI O m rC) \ / a D 11 11 11 + DALLAS Frisco Square 6175 Main Street Suite 367 Frisco, TX 75034 972.624.6000 tel www.coletx.com CIVIL ENGINEERING / SURVEYING / PLANNING / LANDSCAPE ARCHITECTURE Texas Registered Engineering Firm, F-10253 Texas Board of Professional Land Surveying Corporate Registration #10193871 Cole & Associates, Inc. is a Missouri Corporation d.b.a. Cole Design Group, Inc. in Arizona & Texas herein referred to as "Cole" v 00 00 °W° 00 °W° 00 °W° W W W W W W W 00 00 V X d1 X Cr X X W N= Q O O O � O � W N O N ._. 4(D UU11 O N O W W� 0 0 0 n O O � OOOOOOOOOOOO rt°,, CA) WWWWWWWWWWW CnCnCnCnCnCnU,U,U,U,U,U, 0* cn cn U7 U7 U7 U7 U7 U7 U7 U7 U7 U7 O O O O O O O O O O O O a O O O O O O O O O O O O W W O O O O O O O O O O O O a cn cn cn cn cn cn cn cn cn cn cn cn o • rt U1 U1 U1 U1 U1 U1 U, U, U, U, U, U, W W W W W co co co co co co W 3 O O O O O O O O O O O O ^ m m m m m m m m m m m m OD OD OD OD OD OD OD OD OD OD OD OD co— N N N U1 N N O W A W N U1 -4 (A U1 W (A W OD 61 O CO OD —J (D (A 4�k OD -4 Ul O —wrnNW W-jCOmr�k0MrN. A U1 �I Ln �I w (7) W (D W O �I N (A N OD �I (A OD U1 (D � 0 �I 0 �D O N S OD N (fl O 01 A W O W N OD O (A O (D (D — O1 N U1 (D 4�k — (A (A (A OD OD N 4�k (A U, A (fl N U1 co W ♦U1 -Ph. -r- U1 — (A o (D —jw W♦OD U1 OD OD — - --A OD O 4 (D Y, 0 � N � M m xx Cn Cn v OO OO OO OO OO OO OO OO OO OO n n CO 00 V V 0) M Cn Cn O Z Z •• M m r r DELTA MARRIOTT SIOKE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS LARKIN H. CHIVERS SURVEY ABSTRACT NO. 300 TRACTS I, II, III M X_ Cn Z G) /U C Z O m a a 1 11 11 11 —n O(0 cri ,N J O W Das O r oo 0 0 0 _ 0-1 W 0 `) C O (j 3 D 0 0 N O 00 O O 0 O , 0 wg Z � V ) C Z O n G T� N D r M Cn v v Li ll II O C D r r O �0 M 0 0 Z D r M Z 0 Z 0 Z 0 ch DEVELOPER- OWNER: 1 ' RREAF SOUTHLAKE HOSPITALITY, LLC DOMINION SOUTHLAKE PROPERTIES, LLC 4245 N. CENTRAL EXPRESSWAY 2720 S7EMMONS FREEWAY /•••.......• •••• •••••••••• SUITE 420 DALLAS, 7EX4S75205 SUITE 700 DALLAS, 7EXAS75207 SANDY STEPHENS (214) 522-3300 (214) 630-0088 ....... Ole 89483 �.• THE PROFESSIONAL, WHOSE SIGNATURE AND PERSONAL SEAL APPEAR HEREON 11'�FS. /CEI.IS•'�� ASSUMES RESPONSIBILITY ONLY FOR WHAT APPEARS ON THIS PAGE, AND DISCLAIMS \� (PURSUANT TO SECTION 327, 411 RSMo) ANY RESPONSIBILITY FOR ALL OTHER PLANS, \\/O\��` SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT DATE: SEPTEMBER 16, 201 6 SEALED BY THE UNDERSIGNED PROFESSIONAL RELATING TO, OR INTENDED TO BE USED FOR, ANY PART OR PARTS OF THE PROJECT TO WHICH THIS PAGE REFERS. - - - - - - - - - - - - - - - - - - - - - - - - - - - II M X Z O M El r- 0 II 0 �7 D Z D O M D m O C Z 0 D r nM 0 M Z v 00 n C D FT -1 II o 00 C DATE NO REVISION DESCRIPTION O uiv�rrnvu. �. �uuu� ��uuacu i � � i �—uui � ��rwu �—v—wi i�eNi �r wwi iecw �u—ir u�rv—uruvi— i �—w i �.uwy USER: Colby Schraegle TAB: C3.1 PROPOSED DRAINAGE AREA MAP DATE: September 16, 2016 — 1:40:45 PM gi W W W W j W- �. W W WWF r W W i I / W i n _ W _ �G C rr= G G \ G G�-f_ c\ `\\\�`\ — -----G / \\ \ \\ \\ \\ \\ \\ /� > / \�\\�\\�\\�\ \\ CD M\ \ \\ / m m c C/-) C/-) \ \ \ \ ( / \ / �m \ \ \ \ \ \ 1 I c M \ I \\ \ \ ) \ V / I o 77 CD /\\/\\\,\► ) \_ \/�� v � � Z— — ---_-------.--- \ -01'V94+HTE CD cyl u/ E0 1 I Alp I\ 7 26 FIRELADE \I<_4 co <cFI \II Iv I/ FF\ 'u \ CA < coj <� E 1'\ I. I I lFFF / / FFF�/ A CD �y Im ,rZ „mC, CD co 0,77o OO__4NCi 41 O O O O O O OOO O Cb < O O O O O O O O O O \ n rnrnrnrnrnaZN Q ty^JT II II II COmCL oo CA raNcc)cc)cc) OD O0Z -n 00 0 0 0 oCC,,)CC,,) > N \O Cp7 OO 00 O> N Ct 0 O 0 O O �- D0 D0 W 0 m z m D DN (^^ O D 0 NC O p oA\ C Z <_ O W D DN OD W 07 OD ;0 cn ;0 tiFFm / �- / 1 v Iq m Cn� N p / / \ m p O N� N N o / / L C p o \ I i CD UDDi N OWD D // / / f D D 000 0 N m m m go rt D MMMa'W d) co 0o 0o O M M ® +DALLAS DELTA MAMOTT SOUTHLAKE _..� m Z Z Frisco Square o N 6175 Main Street CITY OF SOUTHLAKE m Cjj o CD a Suite 367 O \ � TX 75034 TARRANT COUNTY, TEXAS m Frisco, 972.624.6000 tel LARKIN H. CHIVERS SURVEY � N o www.coletx.com ABSTRACT N0. 300 O CIVIL ENGINEERING / SURVEYING / PLANNING / LANDSCAPE ARCHITECTURE Texas Registered Engineering Firm, F-10253 TRACTS I, I I, I I I W Texas Board of Professional Land Surveying Corporate Registration #10193871 �/� '///^^'��'''1777 �+mm' DRAM R�17� I��/`� eT+ Cole & Associates, Inc. is a Missouri Corporation d.b.a. Cole Design Group, Inc. in Arizona & Texas herein referred to as "Cole" ■ y �N E 1 DRL �i1 �L 1GE A�iY.i � N � / \ I Z z / N M F M DEVELOPER, OWNER.- • l RREAF SOU7MLAKE HOSR1TAL17Y LLC DOM/N10N SOUTHLAKE PROPER77ES, LLC •� ?• y �� 4245 N. CEN77?AL EXPRESSWAY 2720 S7FUMONS FREEWAY I•••�••••••• •••• •••••• ... .SUflE420DALLAS, 7EYAS75205 SU1TE700DALLAS,, 7EXAS75207 SANDY ISTEPH NS j (214) 522-3300 (214) 630-0088 %89483 l��`• THE ASSUMESPRORESPONSIBILITYSONLY NFOR WHATATURE DAPPEARSNAL ONSTHIS PAGE,APPEAR ANDRDIISCLAIMS 1� S/CLE-► EON (PURSUANT TO SECTION 327, 411 RSMo) ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT DATE: SEPTEMBER 1 6, 201 6 SEALED BY THE UNDERSIGNED PROFESSIONAL RELATING TO, OR INTENDED TO BE USED FOR, ANY PART OR PARTS OF THE PROJECT TO WHICH THIS PAGE REFERS. It DATE NO REVISION DESCRIPTION r �0- w U Z: c) O O N o7� U Q m QSTORM SEWER NOTES 50' o' So' oo' o m .� .t/ .� .t/ .t/ .tr .tr .� .tr \ v�' r .tr v� .tr 4/ ` �, �' \ Nc 1. ALL WYE CONNECTIONS AND BENDS SHALL BE MANUFACTURED FITTINGS. y \?4,.Rcp SCALE: 1 " = 50' Zi \ 2. STORM SEWERS BACKFILL SHALL NOT BE PLACED BY MEANS OF WATER JETTING. z 14/ 3. STORM SEWER PIPE TO BE EMBEDDED IN 6" GRAVEL BELOW THE PIPE AND UP EACH SIDE OF THE PIPE TO THE SPRING LINE. 4. CONNECTIONS TO EXISTING STORM SEWER SYSTEMS SHALL CONFORM TO TXDOT STANDARDS AND SPECIFICATIONS. � " \ 5. ALL STORM SEWER IS CLASS III REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED. o 6. AVERAGE STORM MANHOLE DEPTH IS APPROXIMATELY 10'. o X/ 7. ALL STORM MANHOLES ARE 4' IN DIAMETER UNLESS OTHERWISE NOTED. � � - � � 8° / � � _ 8. ALL RUNOFF CALCULATIONS ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE SUBJECT TO CHANGE BASED UPON FINAL DESIGN. z / / \ RELOCATE AND RECONNECT INLET %� / �� _ epx LEGEND �� Uj 6 89°3 '3 " V1 2.1. ° / / 0�?\3 � %6i/ - = EXISTING CONTOUR a 2" WAI R Y // -4e-4v = PROPOSED CONTOUR o 1 \ \ 0 = CURB M INLET 00 14 \ Q �V �V �V �V �V \ �■ = YARD DRAIN J ^ go ✓ \ \ \ = cn o I f / ET 3g / ! •O F /STj� \ PROPOSED DRAINAGE AREA BOUNDARY Q ^ o�wwa, \ 4cc �1111l1lW En o o RCp \ W Q =oo-ow Ss� _ww ww �zQo wQo�zo w w w o- Q TEMPORARY R O O Q 2X2 _ 1� AREA WYE \ //co M \ a ��;5 �� %e24\ \ �/ \l z N S z � D / �� INLET �, \ o N o��oo= 4 '26' VI 1311. 41' I / / , j�ii �i�i<\ \ \ Cg,S S�6 \EXIST/NG \ / uoi ww�wwo »' 0 6g °, \ \ 3G„ RCP �V \ / a z ~ w =� H ? TX D w = o „ C /N�� 3e \ ELOCATE AND RECONNECT INLET �/ RXiST/Nc \ // J Q N �o��w 30 _ wz /.4/ I \ \ \ Q Q o o -�wo Ito co ID ��wpw o W '��w ;cr cr \ \ I I II , i �IyG �_m 04TER Y -.jzz�- w�-; wzw�s D ELOCATE AND RECONNECT INLET O =wP$ 1-1 _ - �o 6 \ D/tee \ <C O7LL Lj r CONTRACTOR \ 24♦ 4020„ CV l SHALL GRADE \\ \ �-r \ W 62� \ 38 »<\ �/ �� L \ ■ PAD TO DRAIN 0 TX I / I TEMPORARY PCT / ' / � I 2.62 2X2 AREA WYE \\ r F ,� 0 o INLET O I \ \ JUNCTION BOX TO �'�• : a : ••`,2Lff w j , III " b ( \I - \ \ \ CONNECT TO STORM SEWER % �i� �' ~ oo .Jf� w �;.o% I / 7' DIAMETER TX p tf`:•. : r wr�� TEMPORARY STORM .38 - AREA 1�1, \ I \ 5'X5' MANHOLE e'78 LLI Q AREA WYE REM EXISTING HEADWALL \� i� \ FUTURE \ \ INLET i� REMOVE 15' INLET � FORCE w c> \ v V ♦ / / CONSTRUCT JUNCTION --BOX \ ACCESS s --------- y \ \ DRIVE ��\ \ „ \ \ \ I / / / /� �% \ WITH 4'X4' WYE INLET �. >• 18 \ \ \ I 7.75 OPENING I I � � \ � ' \ SHALL GRADLLJ E - -- \\ \�� \ - � ' ' I \ \ /;I I PAD TO DRAIN v �\ \ o _ o / \ 5' DIAMETER / // / / / /� �2 _ Q I >> \ \ \ / / / WX� W ='- \'� - \ MANHOLE » / / / /// / �"� ' 0 Q cin CD = „ I - \ 3 60o SS w30 o z�W 5.45 zL_ C-) Q & I I,,� \ N� 7' DIAMETER / / /' / o v Q -644 - _- J \ I / / _ S Q / 4 I �V``�- I o \ STORM /// / S \\ �a=m�EEO W b, `,,� >> MANHOLE / / / \ \ z „ 11 646.-__ -- \ -DAYLIGHT PIPE _ » \ \ , / �` �\ _� / / Q AND DRAIN - \ 04 x,24 , ,,,r . ��\ o `�! ✓ /7 // - �� I „ �' // �TOWARDS -- / O „ W / / 4$ EXISTING 1 6 1 I / � DRAINAGE CHANNEL LU c�/ -� --- ]------------- --------------- -- -- _--_==----��- --- _ ` \ ^ I �' v en I ~ I '\\ �^ I I\ I I I j CO^1 O X= t z - 30 FIRE LANE ,� / \ II II I Ln 3E- SSU qv _ $�aMi$� W or 0 t3 CONTRACTOR / z a 11 r / SHALL GRADE 1 8 ,6 / I A\ \ oilz TO DRAINLff V I / A \ I ` (D 8 � 11 » \ \ z U �� `42 �I, i \ Z N GREEN SPACE I \ 13,900 SF 0 I` l a / - \ \ r`, , ; 1+�1 FDC �\ w, ..� \ E v \ \ C7 LL d \I6S6` - �' � DO - TEMPORARY - �_ �o �-- 4'X4' - - 67 SP IS LOT AREA WYE ° -� -658- INLET - _ ��6 - - - - - - 36" _ 26 FIRE LANE - - -1 8 - - - - - _ - / v �, g -�-42" ' RUNOFF VARIABLES z�o° - \\ I I SERVICE / - \ _�, 'YARD W 36 \ z I i I ISI I I 1 --638- a,m o X178°4920" V�3377 - \ �6` �S ��` `�� v� �_ I / w cm° / _ J - - - - - J Tarrant County J - - - - I I I I \ \ \ / / 2 -yr 10 -yr 25 -yr 100 -yr u x X °45' 481. \ b = 51.393 77.103 90.982 110.202 _\ \ \ \ \ \ I / d = 9.000 12.000 13.000 14.000 A\ \\ \ \ \ \\ e = 0.811 0.800 0.783 0.780 DESIGN/CALC BY 1 I I I I ; �I I I I I \ � � 1 � \ CJS „ DEROSE I I I I \\ ��I I I I V DRAWN BY RUNOFF CALCULATIONS CJS \ \ I I I \ CHECKED BY - PROPERTY 0.57 0.23 1 I I SHS I Drainage Rainfall Intensities (in/hr) Flowrate (cfs) DRAWING SCALE Total Area Runoff T 1 =50 \ I I I I I I I \ Area � i= b/ (Tc+d)e Q=CiA Drains to: (ac) Coefficent C (min) DATE Designation i2 i,o its i,00 Q2 Q,o Qts Q,00 09/16/2016 1 \ 5.45 0.45 10.00 4.71 6.51 7.82 9.24 11.55 15.97 19.18 22.66 CULVERT B „ II 2.62 0.53 10.00 4.71 6.51 7.82 9.24 6.54 9.04 10.86 12.83 3B-15 & 16 Job Number In 7.75 0.76 10.00 4.71 6.51 7.82 9.24 27.74 38.34 46.06 54.42 STORMSEWER B 15-0073 O-1 0.57 0.40 10.00 4.71 6.51 7.82 9.24 1.07 1.48 1.78 2.11 STORMSEWER B Sheet Number 0-2 0.23 0.40 10.00 4.71 6.51 7.82 9.24 0.43 0.60 0.72 0.85 STORMSEWER B ZA 16-051 C4NO 3 z of n 0 J LL, � z ,n o LO cli o c° 0 N 0 a / C, m0 U N Z Of LU o jo \ST/Ntl4" 50' 0' 50' 100' 1 N / _ \I SCALE: 1 " = 50' LEGEND \\ \l/ N4/ \J// / SS = SANITARY SEWER w 35 LF 24" STEEL" WATER STUBI \�� / / W = WATER g CONNECT TO EXISTING \ ENCASEMENT FOR = IRRIGATION METER o 12 WATER WATER LINELA I \ DETECTOR CHECK � 89°3,1'3 1. / \. \/ /�`` ��\� 6?�3 � = FIRE HYDRANT z � � `� 2" WAT R n? S 5 �' 12" WATERT / / / \ / ; \ � � � � � 14/ \ = SANITARY SEWER MANHOLE w / a I � 38\14 TOpM 1 O � � � � � � �V �V � \ = TRANSFORMER � FL= 621.16 SS, DOr f� 07 v \ (J[ = PROPOSED ELECTRIC APPROX. FL= 622.31 c> ! lN�� 36, F� T 6 0 )8' N� F Fk/ST/N \ = PROPOSED GAS I J cn Z o • l4 2`..58 \ �l/ �/ �/ 1 S 2¢ \ ^ z NLS clf ADW V W J o o ii� \ \� /3 I \ LW =zJ��w i ///�� , ze: CD JI' (a°4 '261:' 1.311.41' I N / / i \� �_ moi' L\ �� FL- 620.12 w ^� CB, 566.2 \ FXISTINO 4 \ N "aJ�Jwo= O � p [n m�o� H 1 E 1 \ O N TC�p 1 RCp \ 2 � zocnao z= III o\566' 3� I eTX Dor 5 F(s2'\3 9062 S8' �/ \ �6< �/ �l �l �l/ �V �l/ �n Lj a- Q Doe Z o_ � o O I I I ® I // /---\ I 11V4 1. zea zw / � 15 J �z oO �p 2" IRRIGATION METERI S$ 3 Qul- I ll 4 Cp \ l h m a Cl)v; LLJv� - / \ / // \ \ 3 C N TRM ti1N lr` `�L p w a In M M o., ,n,nTrn I I // / LOT 2 / e� 41 O / R lL 0( / // / / /j\� _ \ �/; \ 0 161 p'F ~ " z ^ 0 0 /// / _ S$ 36_ TN,6 6' N p �1 /j �L `�L EXjs �V J� v� U M w » rX D ,6193115 \G�� Z J Ui �o��Q K y(63 4 7 / 8 WATER STUBI orMp L�uQ N m _ _ w 12" SANITARY S$ 36, 76 w J Q s z oz w o w O cV CS � w � / \ (PUBLIC) •� o cn of� LLj 6 < LLJ \ \ \ `/ �f w, o w a c� w z J C zoo¢ L�j / �� \ 6' FIRE, 4" DOMESTIC, 2" 624, E�I'`11 \ w w a cn ��Of \ 8" SANITARY STUB AT �0 Tk X24 16'� /® Q � Q =D LL), � o /// / / IRRIGATION WATERSTUBS MIN. 8'DEEP $ DOT l�lEr �� \N TYPICAL AT OTHER LOCATIONS 12" WATER (PRIVATE) �� WITH APPROPRIATE VALVES AND I / dLET FITTINGS \ 3 FL= 617.74 \ 5' DIAMETER „ Z• 8 SANITARY STUB AT $S SANITARY . z • • •.�� 1� MIN. 8' DEEP MANHOLE TYP. i Q?•'• _ / !, �1` �� I V / / (PUBLIC) SANITARY (PRIVATE) FL= 616.44 1 ,6M qR 18 /LL.*: u~i�,I % M 12"SAN SEWER BY P�': 7. CITY OF SOUTHLAKE CONNECT TO I I / \ S /tib _d or to: 040 INCOMING SEWER 12" SANITARY \ _ i '' 3e,7 a `\ _...� I f : } : 00 �� / w of Ln APPROX. FL= 628.95 y FORCE \ FUTURE \ \� \ '1�� ; z ; F D ` - ACCESS \ P y FL= 621.1i��o��o 2 � I DRIVE \ \ SS W / • FIRE HYDRANT � FL= 627.0 \ N / TYP. r LIFT STATION TO BE ABANDONED UPON — ;' / \ \ \� \ S$ \ 12" WATERT � /j X CONNECTAT MANHOLE COMPLETION OF I \ \ _ - _ \ W \ TO EXISTING 12" SANITARY SAN SEW MAIN I J 638, \ \ / \ \ $ \ / / CONNECT TO APPROX. FL= 615.97 / - \_ �� \ \` - �/ / EXISTING 12" SSS \ w _64p \ \ \ 8 SANITARY \ 3 / / // WATER \ 12., ~ Q > (PUBLIC) \ {y / // / IV w x � o 00 J \ \ 12 SANITARY WL , \��i/ /\ v��__ \ N - �\ \ \ \ (PUBLIC) /ti// SS \ O ¢ i- cnCD / 2 \- 642— u, _ SS s F/R // / / _ � —_ LLJ ,� O _ 8 SANITARY STUB AT � _ , / / � > -644 _j `- \ \» J �-:• MIN.8'DEEP (/ // O =Qcn 8 WATER W `� �_, (PRIVATE) �� ` O O 12 WATER _� I eI / O z =�< LL 2„ IRRIGATION Q- / //I zmi- [�1 UJI_ r� c METER 8 WATER STUBI v\ v Q V ` — CN Q 5' DIAMETER _ 4 DOMESTIC SANITARY CIN / I \ I \� MANHOLE TYP. WATER METER FL- 625.0 LOT / /65 _ \ I 8" WATER • d. _ \ 6 W - Z co 30'F IRE LAEI� • M _ s ILI \ \ I >V 0 li O_ v N a+ uy O — v W W � � � \ I i N n O t CONNECT TO y CD G -- G— - G G G G 3 / I J �� M tA N o¢ o EXISTING 12" I / ,,, o �0 3LU I WATER 3 / i� S x ,n n .— of CN el � c + Ln d M o 2" POLY GAS MAIN TO BE I FIRE HYDRANT - COMPLETED IN PHASES GRED, TYP. �� oa \ Z U 'o Z M rn t7 I \ 13,900 SF 1 8 WATER \ \ 1 z c 8" WATER \ \ o w '.. ¢ >.� CONNECT TO / \I sss� J / 8"SANITARY N s ATMOS GAS J__ (PUBLIC) N 1 J1 1 5 �' E LINE - / - W \ W 67 SPACES ON THIS LOT W } LL � LJJ O1J - / • 26' FIRE LANE / \ o ................ \ OYM)ERVICE W 4 l7 W O Lw O LLI4920 W L c� W 433—. 7�- u� a O O � UNDERGROUND I „ \ \ \ \ \ \ \ N �°45'41" W 481. 4' W m ELECTRIC SERVICE MANHOLE FOR \\I I I II 18 WATER I I \ _ \ \ \ \ \ \ \ \ \ \ I J 'A IA I FUTURE SERVICE \ \ \ \ 1 x x �? JO' BE COMPLETED 1 I I I I I I l \\ \ \ >_ v a, a IN PHASES CONNECTION I \ \ UTILITY NOTES FL= -644.0 I I R E M,� I N D E� R 0 f� I I I \ � 11 \ � \�, � � � \ J -•15' DEEP 1 I - L T 2 R P R 0 P E R�Y �1 I I \ I I I I \ 1. PRIVATE SANITARY SEWER MUST MEET ALL PLUMBING CODES. o o� DEROSE 1 I I I I I DESIGN/CALC BY "' `� LI N \ I I I I 1 I I I I I I \\ 2. ALL SANITARY SEWER SHALL BE SDR 26 CJS \ \ \\ _ II I I I \I II I I I I I \ 3. CONTRACTOR SHALL ESTIMATE APPROPRIATE ALLOWANCES FOR VALVES AND FITTINGS. DRAWN BY -.,----PROPERTY I I-1 I I I \ I I I I 1 I I I I I I \ 4. CONTRACTOR SHALL BE RESPONSIBLE FOR EMERGENCY GENERATOR PAD AND ALL CONTROL CJS � I WIRING. CHECKED BY \ I I I I \ \ \ I I I I I I I I I I \ 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRIC SECONDARY LINES TO BUILDING. SHS DRAWING SCALE 6. CONTRACTOR SHALL PROVIDE ESTIMATE FOR IRRIGATION SYSTEM. 1"-50' 7. ALL WATER AND SANITARY SEWER CROSSINGS SHALL CONFORM TO TCEQ REQUIREMENTS. DATE 09/16/2016 \ I I I I 1 I I I I I I I I 8. ELECTRIC CONDUIT SHALL BE INSTALLED PER ONCOR REQUIREMENTS. / C •• -- - \ 11 I I I I I I I I I I 1 I 1 I I I I I 1 9. CONTRACTOR SHALL INSTALL A SUFFICIENT NUMBER AND SIZE OF CONDUITS UNDERNEATH PARKING Job Number AND DRIVES PRIOR TO PAVING IN ORDER TO ACCOMMODATE IRRIGATION, ELECTRIC, AND 15-0073 lkf I I I TELECOMMUNICATIONS LINES THAT MAY NOT BE INSTALLED PRIOR TO PAVING. CONTRACTOR \ I I I I I I I I I I I I I I I SHALL COORDINATE WITH ENGINEER AND OWNER WITH QUESTIONS REGARDING NUMBER, SIZE OR I 1 I I I I I II I I I I I I I I I I 1 LOCATIONS OF CONDUITS DEPENDING ON CONSTRUCTION SEQUENCING. Sheet Number \I I i I ! i ! / / / I / i ► II ! I I i ZA 16-051 C5,0 r .I N. _lLVV 0 ETSB C) I� F C �i _ HP (TYP.) f . OK w I W rn O IB (TYP.)_� I I CC (TYP.)- 101-I CON CRETE PAVER SIDEWALK (TYP.)� I,; FUTURE I ACCESS CANOPY DRIVE w QT 27 SIZE I COND.1 COMMENTS SYMBOL DESCRIPTION QTR I 23 IQUERCUS QUERCUS ITEXANA CAL. MIN. ITEXAS RED OAK ACCENT TREES z o I4" CAL. MIN. I I CC 1 m ICANADENSIS I LL Ili LIJ .w . . . . w 56 HESPERALOE PARVIFOLIA RED YUCCA IB v m . . . DWARF BURFORD HOLLY rT o. AMERICANUS L. Ii GROUND COVER I LN 1 575 ILANTANA I I GOLD LANTANA L +/- 932 S.F. (ALL AREAS SHOWN GRAPHICALLY) GROUND TO BE HYDRO SEEDED = 10.14 ACRES (ALL AREAS SHOWN GRAPHICALLY) 3 GAL. CONT. I IB (TYP.)____� CA (TYP.) HP (TYP.) I —� CONCRETE PAVER I SIDEWALK (TYP.) � � w In n Q ry w w m I o I i PLANT SCHEDULE CODE I QTY. I GENUS I SPECIES I COMMON NAME CANOPY TREES PLANT QT 27 SIZE I COND.1 COMMENTS SYMBOL DESCRIPTION QTR I 23 IQUERCUS QUERCUS ITEXANA CAL. MIN. ITEXAS RED OAK ACCENT TREES z o I4" CAL. MIN. I I CC 1 16 ICERCIS ICANADENSIS IRED BUD SHRUBS/ORNAMENTAL GRASSES LIJ HP 56 HESPERALOE PARVIFOLIA RED YUCCA IB 116 ILEX BURFORDII 'NANA' DWARF BURFORD HOLLY CA 108 CEANOTHUS AMERICANUS L. NEW JERSEY TEA GROUND COVER I LN 1 575 ILANTANA I I GOLD LANTANA CONCRETE PAVER SIDEWALKS = +/- 932 S.F. (ALL AREAS SHOWN GRAPHICALLY) GROUND TO BE HYDRO SEEDED = 10.14 ACRES (ALL AREAS SHOWN GRAPHICALLY) Sr ov � HP (TYP.) cCF .SS LN (TYP.) R �G EXIST//V c Jo. \-IB -(TYP.)- \�25RUPP . 2s, v CA (TYP.) . �. RYgRo TYPE . J ON R,q N MP QTR (TYP.) . !�o/NG sETe \ \ j. . . . . . . . . . . . . . . . . . . . . . . . . CC (TYP.) CONCRETE PAVER SIDEWALK (TYP.) HP - (TYP.) . . . . . . . . . . . . . . . . . . . . . . . . . . . \� . . . A -• (TYP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ \ IB (TYP.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HP�(�'P.)� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CA(TYP.)y. LN (TYP.). LOT- 2 � \ ■ PLANT LEGEND SHRUBS SIZE I COND.1 COMMENTS SYMBOL DESCRIPTION cn zwzm o CAL. MIN. o ¢Q� M Of o=wo� z o I4" CAL. MIN. I B&B I I CANOPY TREE LIJ �Qo Q azz w GROUNDCOVERa� 0 12.5" CAL. MIN. 1 B&BI Low 3 GAL. MIN. CONT. + Z 3 GAL. MIN. CONT. ~ m H ACCENT TREE 3 GAL. CONT. N 6�v� NOTES w 0 a- of 11 GAL. I CONT.1 2' O.C. O Q< c-, Q U Sr ov � HP (TYP.) cCF .SS LN (TYP.) R �G EXIST//V c Jo. \-IB -(TYP.)- \�25RUPP . 2s, v CA (TYP.) . �. RYgRo TYPE . J ON R,q N MP QTR (TYP.) . !�o/NG sETe \ \ j. . . . . . . . . . . . . . . . . . . . . . . . . CC (TYP.) CONCRETE PAVER SIDEWALK (TYP.) HP - (TYP.) . . . . . . . . . . . . . . . . . . . . . . . . . . . \� . . . A -• (TYP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ \ IB (TYP.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HP�(�'P.)� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CA(TYP.)y. LN (TYP.). LOT- 2 � \ ............................................ eUiCD�N� . QT (TYP.) f W . . , I QTR TYP. o= / � J \ 26�FiR o 50' 0' 50' 100' . . . . . . . . . . . . . . . . . . . d. SCALE: 1 " = 50' 15' BUILDING SETBACK W SUMMARY CHART — BUFFERYARDS FOR LOT 2 LOCATION LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE / SCREENING W WIDTH - TYPE TREES TREES HEIGHT & MATERIAL / REQUIRED TOTAL BUFFERYARD LENGTH 1,130.78' 25' - J 43 32 148 / 10' NORTH 1,130.78'-78.5' (DRIVEWAYS) = 1,052.28' / NORTH/ REQUIRED TOTAL BUFFERYARD LENGTH 113.2' 25' - J 5 4 16 / ��Q WEST o CORNER SOUTH REQUIRED TOTAL BUFFERYARD LENGTH 626' 10' - D 25 31 112 TO LOT 1 J� SOUTH REQUIRED TOTAL BUFFERYARD LENGTH 220' 5' - A 2 4 20 ADJACENT - — _ _ 10' BUFFERYARD TYPE D _ 1o'—TYPE_ n RI_IFFFRYI,RD - _ / TO LOT 1 PROPOSED 15 BUILDING SETBACK 25' I •� � � g -�- - D - _ - - - - - - 5' BUFFERYARD TYPE A REQUIRED TOTAL BUFFERYARD LENGTH 294.7' S' - A 3 6 24 EAST REMAINDER OF REQUIRED TOTAL BUFFERYARD LENGTH 772.6' -LOT 2R PROPERTY, WEST 772.6'-116' (DRIVEWAYS) = 656.6' 10 - E 7 14 53 HEDGE / LINE SOUTH WEST REQUIRED TOTAL BUFFERYARD LENGTH 144' 10' - E 2 3 12 CORNER OF LOT 1 ZA16-051 ■ w �C O c�o- n I� = V cn Q:� 0 = w z _ Un Q U _V W Y � W z ■ W - 5 U M N o WU V� p y U C Q t6 M O O e u Q J M N a J O Ln a) O �O, Z W �O v Q .vVi l� }' vVi fV + GSC 3 z a, o O J Y¢ 0 s a� � y - z U Z M vl� ZLnc� �LL :3 z LL So > iia c N p �o In � •y ,` � 'Q1 LD � O w o .t; z�vao cc WL W O z vi h W m c DESIGN/CALC BY JDR/JCH DRAWN BY JCH CHECKED BY JDR/JCH DRAWING SCALE AS SHOWN DATE 09/22/2016 Job Number 15-0073 Sheet Number L 1 ■ ■ � o SHRUBS ^ :2 O cn zwzm o o ¢Q� M Of o=wo� S 'L� LIJ �Qo Q azz GROUNDCOVERa� cl Low -2 = J Z � o ~ m H criVVVY ^ N QoJ z 11=1z _ U c�U N 6�v� NOTES Qw w w w o a- of O Q< c-, Q U Q<C--2;OZ o 1. THE PROPOSED PLANNED DEVELOPMENT LIES WITHIN THE SH -114 OVERLAY DISTRICT. J Lo w, 3 � c'n a 2. ALL BUFFERYARDS FOR LOT 2 WILL BE PROVIDED WITH FUTURE DEVELOPMENT. 3 ^ � � cn z o _ cry wa~ 3. BUFFERYARDS SHOWN ON LOT 2 ARE BASED ON THE C-3 GENERAL COMMERCIAL DISTRICT AS THE Q of p w o N o ' z FUTURE BASE ZONING. O W �ui o a 4. DOMINION SOUTHLAKE PROPERTIES, LLC SHALL BE RESPONSIBLE FOR MAINTENANCE AND IRRIGATION OFQ CO N o - ANY LANDSCAPING ON THE 9.585 ACRE REMAINDER UNTIL THE PROPERTY IS REZONED AND DEVELOPED Uj Q14- O c, IN THE FUTURE o a' o z= N 2 v U w o~ a z a m CREDIT NOTES: «� o r BUFFER YARD LENGTH HAS BEEN REDUCED TO ACCOMMODATE THE SHOWN DRIVES. LL �t �o Q =)QfULd LANDSCAPE NOTES: 2 Q v 9. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE ADMINISTRATOR ■ DURING THE BUILDING PERMIT APPLICATION PROCESS. CREDITS FOR A REDUCTION IN REQUIRED PLANT MATERIALS, AS SPECIFIED BY CITY ORDINANCE, WILL BE DETERMINED DURING THIS BUILDING PERMIT PROCESS. 9 10. A MINIMUM OF 50 % OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2" IN CALIPER AND 50%cr MUST BE 4" IN CALIPER. THIS INCLUDES PLANTINGS IN BUFFER YARDS AS WELL AS INTERIOR TO THE SITE. 11. ACCENT/UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF 6' IN HEIGHT WHEN PLANTED. d= 12. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITY. CV } 7. 13. OTHER BUFFER YARDS AND PERIMETER LANDSCAPING SHALL BE COMPLETED WITH FUTURE PHASES. b ��3Ca,, •�,� ............................................ eUiCD�N� . QT (TYP.) f W . . , I QTR TYP. o= / � J \ 26�FiR o 50' 0' 50' 100' . . . . . . . . . . . . . . . . . . . d. SCALE: 1 " = 50' 15' BUILDING SETBACK W SUMMARY CHART — BUFFERYARDS FOR LOT 2 LOCATION LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE / SCREENING W WIDTH - TYPE TREES TREES HEIGHT & MATERIAL / REQUIRED TOTAL BUFFERYARD LENGTH 1,130.78' 25' - J 43 32 148 / 10' NORTH 1,130.78'-78.5' (DRIVEWAYS) = 1,052.28' / NORTH/ REQUIRED TOTAL BUFFERYARD LENGTH 113.2' 25' - J 5 4 16 / ��Q WEST o CORNER SOUTH REQUIRED TOTAL BUFFERYARD LENGTH 626' 10' - D 25 31 112 TO LOT 1 J� SOUTH REQUIRED TOTAL BUFFERYARD LENGTH 220' 5' - A 2 4 20 ADJACENT - — _ _ 10' BUFFERYARD TYPE D _ 1o'—TYPE_ n RI_IFFFRYI,RD - _ / TO LOT 1 PROPOSED 15 BUILDING SETBACK 25' I •� � � g -�- - D - _ - - - - - - 5' BUFFERYARD TYPE A REQUIRED TOTAL BUFFERYARD LENGTH 294.7' S' - A 3 6 24 EAST REMAINDER OF REQUIRED TOTAL BUFFERYARD LENGTH 772.6' -LOT 2R PROPERTY, WEST 772.6'-116' (DRIVEWAYS) = 656.6' 10 - E 7 14 53 HEDGE / LINE SOUTH WEST REQUIRED TOTAL BUFFERYARD LENGTH 144' 10' - E 2 3 12 CORNER OF LOT 1 ZA16-051 ■ w �C O c�o- n I� = V cn Q:� 0 = w z _ Un Q U _V W Y � W z ■ W - 5 U M N o WU V� p y U C Q t6 M O O e u Q J M N a J O Ln a) O �O, Z W �O v Q .vVi l� }' vVi fV + GSC 3 z a, o O J Y¢ 0 s a� � y - z U Z M vl� ZLnc� �LL :3 z LL So > iia c N p �o In � •y ,` � 'Q1 LD � O w o .t; z�vao cc WL W O z vi h W m c DESIGN/CALC BY JDR/JCH DRAWN BY JCH CHECKED BY JDR/JCH DRAWING SCALE AS SHOWN DATE 09/22/2016 Job Number 15-0073 Sheet Number L 1 ■ L\ \ \ \ X/S��c 50' 0' 50' 100' � 36 b 4 \ c \ \24 Rcp \ SCALE: 1 " = 50' z \ \ \ \ LEGEND Ld w OTSB F )soIJIVD = PROTECTED TREES z Zi - �� \p =TREE TO BE REMOVED _ � o \ j /= TREE IN ROW TO BE REMOVED j 3: O / crS O m n w I - J NZo� W �- zcnwzLLJLLJm w — w �� TCP NOTES o ��oozQ .. 89-31'3.1 Vy �.l ., /�y'� / 9� o Q Sg 1. TREE SURVEY FIELD DATA ON SHEET TCP -1.1 S (f) M N ^ aoZc11v p cn 2. SEE LANDSCAPE PLAN FOR PROPOSED LANDSCAPING DETAILS o N �' o)2oiT c� � / �\ \ \ \ � Soo \ ��=moDRAwaGE EASE�v1ENT 3. SEE LANDSCAPE PLAN FOR FULL PLANTING SCHEDULE g o0- [if NO F 3Nlr Q<-. ;o o FOR HOSES �` q c.i 2 0 0_ 0 PU OSES S w � cn __ �o 4. ALL TREES SHOWN TO BE PROTECTED MUST BE PRESERVED AND �, o oofof�wa �'� Ea4132, Pc. , C /, PROTECTED DURING ALL PHASES AND CONSTRUCTION OF THE Q� o tow Q / \ S V �_ DEVELOPMENT v, �i`�w�L 4 QL __ NU) Z �j � 6 6�� — °E �� Iq \ 5. STRUCTURES, EASEMENTS, UTILITIES, STRUCTURES GRADING, AND o w � ZQ�� II I I — / \ ANY OTHER STRUCTURE PROPOSED TO BE CONSTRUCTED DOES NO W W CONFLICT WITH EXISTING TREES INTENDED TO BE PRESERVED Elf P! 0*48 26 V l Jl . • 4 0 DRAINAGE EAS�M FO CB, �SOg AY fklST/ U o o z = \ N on w c) I HIGHWAY PURPOSE �S 69. 29 4 C 30b p 2 q � - } f� ^I rp1J \ VOL. 13522, PG. 57, �� o�2h , RCPLL \ cry w mz \� \ \ \ y 2tcn�d w0 I / D.R.T.C.T. LLI 2 b GRADE OVER 5% 21' \ \ c ¢ R c II I _44/ \� I 25 �I r \ ERygR� ` 9 M ' I ;Z jf' OPOSED VARIABLE WIDTH I CHANNEL EASEMENTS 1 \ \� , V EXIST/Nc ®e� ;° �,� : �NARIABLE\W D H PEF AI TENT i ) TO THE CITY OF SOUTHLAKE S��\ B CHA � t.L EASEMEIU 1 6 AG. 591 "N / \ \ �� O\ � ND14740, F 5 n, I-R.1,C.T. < <D//� ' 630 C SETS \ i o LOT 2 20 . _ 1 00 , f` VARIABLE WIDTH PERMANENT c� 6' 39 CHANNEL EASEMENT VOLUME _ 14612, PG. 592 AND VOLUME / U17 14740, PG. 53, D.R.T.C.T. w /0 EXISTING DRAINAGE CHANNEL NLod 09 �\ 14 D f» FORCE 6 LLJ Z Ld GRADE OVER 5% -----/ LJ Q Ld w _ / / <� / 15' SURFACE WATER, STORMWATER ?6 o yj ►� SANITARY SEWER / EASEMENT INSTRUMEN ..w \ -r� L NO.D213183755 D.R.T.C.T. r, 4 J J I6 i'$, ;�•. •�l :,`6 ` . � Qom, ice+ In V � y ;. Q v O -"I I , `'.'•`.:r:y'. _•rls'. TREE COVER PRESERVATION TABLE J oLn� I9 9 - . �r' I - SQUARE FEET PERCENTAGE + Z wo 6s t LOT 1 0 8 4 :'; _................ _. TOTAL SITE AREA 691,079 100.00% CL s _ C.", o s I 1169 u, Ln — / EXISTI NG TOTAL TREE 30' FIRE LA�E� — - -- 6 ,� 80,801 OF TOTAL SITE aol 628 / - � COVER ON-SITE z E� o AREA Lt r7 1 5 \ $ eoa 100.00 w �J w B f 1 / / N 'o I- �� 1 1 �\ o :�.`~� PROPOSED TREE REMOVAL OF EXISTING zw og J I I I I I I I I I 2 80,801 a ~t 1 (ON-SITE) TOTAL TREE 24.. Lu 0 \\ .. �� COVER z=m u I 10 �— .�' ��LU 4 ) 656 FDC` . �', �,/ ,Q� PROPOSED TREE REMOVAL >_ � �,��' '�,.� �- �•• ••:'.:':�•:.,..•.•;.ti.;.., ,.. .�x�' � � 11,393 / GRD (R.0.W.) � 8 4z / .55 ` ' 1 8 6 J �� DESIGN/CALL BY 43 8 v - 26' FIRE LANE ................-� �� ,i JDR/JCH - 9 6�.........'. z 4 __ / QJ / DRAWN BY 25 x \ �. �F�3 �� (�� JCH I a4 -- - + / y oss 1O T. Rp -,J-J 1�� J_� ao CHECKED BY JDR/JCH 3.1 N 8 '20' 7' 25' o z �� /— 7� 6� — -- ar 10' BUILDING ScTB.CK v so 5091 690 15, 5 4F ERYA•RD TYPE A N 8,8'45'41" W 481.84' DRAWING SCA ESHOWN 6 v Ap DATE 09/19/2016 REMAINDER O F 15' SURFACE WATER, STORMWATER DRAINAGE AND SANITARY -LOT 2R PROPERTY—, SEWER EASEMENT INSTRUMENT NO.D213183755 D.R.T.C.T. Job Number LINE _ 15-0073 Sheet Number N O O L a E ,; N - d Z U N ZA16-051 TCP1 00 TREE SURVEY SUMMARY TABLE POINT TREE SPECIES COMMENTS DBH POINT COMMENTS POINT NUMBER z�wzm owo=wovi POINT R DBH TREE SPECIES COMMENTS 83018" DBH TREE SPECIES COMMENTS W 2 QW o DBH TREE SPECIES COMMENTS 8302 8" CED NUMBER cn ELM NUMBER 8303 6" HACK NUMBER O N z C, Cif � OAK NUMBER U) Q w 0-- w w 5000 16" Hackberry Remove 8000 6" OAK Remove 8101 10" OAK Remove 82018" OAK 5001 24" Post Oak Remove 80016" cry OAK Remove 8102 18" OAK Remove 8202 14' 5002 60" Hackberry Remove 8002 8" OAK Remove 8103 8" ELM Remove 8203 20' 5003 15" Cottonwood Remove 8003 8" OAK Remove 8104 16" OAK Remove 8204 14' 5005 14" Cottonwood Remove 8004 8" OAK Remove 8105 9" OAK Remove 8205 8" 5006 10" Cottonwood Remove 8005 6" OAK Remove 8106 8" OAK Remove 8206 14' 5007 6" Eastern Red ( Remove 8006 16" OAK*2 Remove 8107 10" CDR Remove 8207 7" 5008 6" Eastern Red ( Remove 8007 6" OAK TWIN Remove 8108 12" OAK Remove 8208 7" 5009 6" Eastern Red ( Remove 8008 6" OAK Remove 8109 10" OAK Remove 8209 10' 5010 42" Elm Remove 8009 6" OAK Remove 8110 7" OAK Remove 8210 12' 50118" OAK Hackberry Remove 8010 6" OAK Remove 8111 16" OAK Remove 8211 10' 5012 84" Elm ROW Tree - Remove 80118" OAK Remove 8112 8" OAK Remove 8212 6" 5013 6" Eastern Red ( Remove 8012 8" ELM Remove 8113 20" OAK Remove 8213 36' 5014 6" Hackberry Remove 8013 6" OAK Remove 8114 16" OAK Remove 8214 48' 5015 10" Elm Remove 8014 10" OAK Remove 8115 7" OAK Remove 8215 16' 5016 12" Elm Remove 8015 8" OAK Remove 8116 11" OAK Remove 8216 10' 5017 10" Elm Remove 8016 6" OAK Remove 8117 14" OAK Remove 8217 10' 5018 6" Hackberry Remove 8017 20" OAK*2 Remove 8118 6" OAK Remove 8218 12' 5019 128" Elm Remove 8018 8" OAK Remove 8119 6" OAK Remove 8219 6" 5022 6" Hackberry Remove 8019 6" OAK Remove 8120 11" OAK Remove 8220 14' 5023 8" Hackberry Remove 8020 6" OAK Remove 81217" OAK Remove 8221 18' 502512" Hackberry Remove 80218" OAK Remove 812212" OAK Remove 822210' 5026 12" Cottonwood Remove 8022 6" OAK Remove 8123 12" OAK Remove 8223 14' 5027 8" Elm Remove 8023 8" OAK Remove 8124 10" OAK Remove 8224 14' 5028 36" Elm Remove 8024 8" OAK Remove 8125 6" OAK Remove 8225 14' 5029 8" Hackberry Remove 8025 8" OAK Remove 8126 12" OAK Remove 8226 10' 5030 16" Hackberry Remove 8026 6" OAK Remove 8127 8" OAK Remove 8227 10' 50318" Hackberry Remove 8027 6" OAK Remove 8128 7" OAK Remove 8228 8" 5032 10" Hackberry Remove 8028 10" OAK Remove 8129 9" OAK Remove 8229 8" 5033 10" Hackberry Remove 8029 8" OAK Remove 8130 12" OAK Remove 8230 8" 5034 8" Hackberry Remove 8030 6" OAK Remove 8131 12" OAK Remove 8231 18' 5035 8" Hackberry Remove 80316" OAK Remove 8132 16" ELM Remove 8232 10' 5036 8" Hackberry Remove 8032 6" OAK Remove 8133 8" OAK Remove 8233 10' 5037 10" Cedar Elm Remove 8033 6" OAK Remove 8134 9" OAK Remove 8234 6" 5038 6" Eastern Red ( Remove 8034 6" OAK Remove 8135 12" CEDAR Remove 8235 8" 5039 12" Cottonwood Remove 8035 6" OAK Remove 8136 16" ELM Remove 8236 10' 5040 6" Eastern Red ( Remove 8036 6" OAK Remove 8137 7" ELM Remove 8237 6" 50416" Eastern Red ( Remove 8037 6" OAK Remove 8138 6" OAK Remove 8238 8" 5042 8" Eastern Red ( Remove 8038 8" OAK Remove 8139 18" OAK Remove 8239 8" 5043 8" Hackberry Remove 8039 8" OAK Remove 8140 12" OAK Remove 8240 6" 5050 7" Post Oak Remove 8040 6" OAK Remove 8141 18" OAK Remove 82416" CED 50517" Post Oak Remove 80416" OAK Remove 8142 9" OAK Remove 8242 12' 5052 8" Post Oak Remove 8042 8" OAK Remove 8143 10" OAK Remove 8243 6" 5053 8" Post Oak Remove 8043 6" OAK Remove 8144 8" OAK Remove 8244 6" 5054 8" Post Oak Remove 8044 6" ELM Remove 8145 9" OAK Remove 8245 6" 5055 9" Cedar Elm Remove 8045 12" OAK Remove 8146 7" OAK Remove 8246 8" 5056 9" Post Oak Not On Property 8046 6" OAK Remove 8147 7" OAK Remove 8247 21' 5057 6" Post Oak Remove 8047 7" OAK Remove 8148 12" OAK Remove 8248 6" 5058 6" Post Oak Remove 8048 7" OAK Remove 8149 6" OAK Remove 8249 6" 5059 8" Post Oak Not On Property 8049 7" OAK Remove 8150 6" OAK Remove 8250 6" 5060 7" Post Oak Remove 8050 12" OAK Remove 81516" CED OAK Remove 82516" 50616" Post Oak Remove 80518" CIA Remove 8152 8" OAK Remove 8252 8" 5062 12" Post Oak Remove 8052 12" OAK Remove 8153 16" OAK Remove 8253 8" 5063 6" Post Oak Remove 8053 6" OAK Remove 8154 6" OAK Remove 8254 8" 5064 18" Post Oak Remove 8054 10" OAK Remove 8155 8" OAK Remove 8255 8" 5065 10" Post Oak Remove 8055 6" OAK Remove 8156 6" OAK Remove 8256 6" 5066 8" Post Oak Remove 8056 8" OAK Remove 8157 9" OAK Remove 8257 6" 5067 7" Post Oak Remove 8057 8" OAK Remove 8158 8" OAK Remove 8258 8" 5068 7" Cedar Elm Remove 8058 10" OAK Remove 8159 6" OAK Remove 8259 10' 5069 7" Post Oak Remove 8059 8" OAK Remove 8160 8" OAK Remove 8260 10' 5070 8" Post Oak Remove 8060 6" OAK Remove 8161 10" OAK Remove 82618" 50718" Black Jack Remove 80616" OAK Remove 8162 6" OAK Remove 8262 8" 5072 9" Black Jack Remove 8062 8" OAK Remove 8163 6" OAK Remove 8263 12' 5073 12" White Oak Remove 8063 6" OAK Remove 8164 8" OAK Remove 8264 10' 5074 10" White Oak Remove 8064 24" OAK Remove 8165 12" OAK Remove 8265 8" 5075 6" Cedar Elm Remove 8065 12" LOCUS Remove 8166 24" OAKS Remove 8266 12' 5076 7" Eastern Red ( Remove 8066 8" OAK Remove 8167 6" OAK Remove 8267 10' 5077 6" Cedar Elm Remove 8067 7" OAK Remove 8168 6" OAK Remove 8268 10' 5078 22" White Oak Remove 8068 10" OAK Remove 8169 18" CDR ELM Remove 8269 6" 5079 11" White Oak Remove 8069 8" OAK Remove 8170 6" OAK Remove 8270 6" 5080 10" White Oak Remove 8070 8" OAK Remove 81718" OAK Remove 8271 18' 5081 16" Post Oak Remove 80718" OAK Remove 8172 10" OAK Remove 8272 18' 5082 10" Post Oak Not On Property 8072 8" OAK Remove 8173 8" OAK Remove 8273 12' 5083 12" White Oak Remove 8073 14" OAK Remove 8174 12" OAK Remove 8274 10' 5084 6" Post Oak Remove 8074 8" OAK Remove 8175 12" OAK Remove 8275 8" 5085 7" Cedar Elm Not On Property 8075 6" OAK Remove 8176 12" ELM Remove 8276 6" 5086 8" Post Oak Not On Property 8076 9" OAK Remove 8177 8" OAK Remove 8277 10' 5088 12" Post Oak Remove 8077 10" OAK Remove 8178 8" OAK Remove 8278 14' 5089 6" Post Oak Remove 8078 6" OAK Remove 8179 12" OAK Remove 8279 10' 5090 6" White Oak Not On Property 8079 7" OAK Remove 8180 8" HACK Remove 8280 8" 50916" Post Oak Not On Property 8080 6" OAK Remove 81818" OAK Remove 82816" 5092 6" Post Oak Remove 80817" OAK Remove 8182 14" OAK Remove 8282 8" 5093 6" Cedar Elm Remove 8082 7" OAK Remove 8183 9" OAK Remove 8283 24' 5094 7" White Oak Remove 8083 7" OAK Remove 8184 8" OAK Remove 8284 10' 5095 10" Post Oak Remove 8084 7" OAK Remove 8185 8" OAK Remove 8285 14' 5096 6" Post Oak Remove 8085 6" OAK Remove 8186 10" OAK Remove 8286 6" 5097 10" Post Oak Remove 8086 14" OAK Remove 8187 24" OAK Remove 8287 8" 5098 10" Post Oak Remove 8087 6" OAK Remove 8188 18" OAK Remove 8288 8" 5099 8" Post Oak Remove 8088 8" OAK Remove 8189 8" CEDAR Remove 8289 6" 5100 6" Post Oak Remove 8089 6" ELM Remove 8190 8" HACK Remove 8290 14' 51016" Post Oak Remove 8090 7" ELM Remove 81918" OAK Remove 8291 10' 5102 8" Post Oak Remove 80918" ELM Remove 8192 16" ELM Remove 8292 12' 5103 15" Post Oak Remove 8092 7" OAK Remove 8193 6" OAK Remove 8293 10' 6043 10" Hackberry Remove 8093 9" OAK Remove 8194 10" OAK Remove 8294 10' 6058 6" Post Oak Remove 8094 6" OAK Remove 8195 20" OAK Remove 8295 6" 6059 8" Post Oak Remove 8095 12" OAK Remove 8196 10" OAK Remove 8296 10' 7003 10" OAK Remove 8096 9" OAK Remove 8197 8" OAK Remove 8297 6" 7004 9" OAK Remove 8097 10" OAK Remove 8198 8" OAK Remove 8298 10' 7005 18" OAK Remove 8098 10" OAK Remove 8199 10" ELM Remove 8299 6" 8000 6" OAK Remove 8099 9" OAK Remove 8200 8" OAK Remove 8300 6" POINT DBH TREE SPECIES COMMENTS DBH TREE SPECIES COMMENTS a- NUMBER z�wzm owo=wovi R OAK Remove c:1 o_j Uj 83018" CED Remove 2 W 2 QW o ELM Remove 8302 8" CED Remove cn ELM Remove 8303 6" HACK Remove O N z C, Cif � OAK Remove U) Q w 0-- w w 830418" ELM Remove CEDAR Remove U 8305 24" HACK Remove OAK Remove 8306 36" HACK*2 Remove cry wa-~ HACK Remove nz Ofowo o 8307 8" CED Remove HACK Remove J 8308 8" ELM Remove W CEDAR Remove 830910" CED Remove N O Z v wp ~ a �� OAK Remove ptnQUCO> z 831010" CED Remove W ELM ROW Tree - Remove 83118" CED Remove ■ 9 ELM ROW Tree - Remove 8312 8" CED Remove H OAK ROW Tree - Remove 8313 10" ELM Remove OAKS ROW Tree - Remove 8314 8" CED Remove CDR ELM Remove 8315 6" ELM Remove OAK ROW Tree - Remove 8316 30" CTNWD-CLSTI ROW Tree - Remove OAK ROW Tree - Remove 8317 30" CTNWD*3 ROW Tree - Remove CDR ELM ROW Tree - Remove 8318 24" CTNWD*2 ROW Tree - Remove CEDAR ROW Tree - Remove 8319 18" PECAN ROW Tree - Remove OAK ROW Tree - Remove 8320 16" PECAN ROW Tree - Remove OAK ROW Tree - Remove 8321 10" PECAN ROW Tree - Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK ROW Tree - Remove OAK ROW Tree - Remove OAK Remove OAK Remove OAK ROW Tree - Remove OAK Remove OAK ROW Tree - Remove CEDAR Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAKS Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove OAK Remove CED Remove CEDELM Remove HACK Remove CED Remove ELM Remove ELM Remove CED Remove OAK Remove CED Remove CED Remove BDRK Remove ELM*2 Remove HACK Remove CED Remove CED Remove CED Remove CED Remove ELM Remove CED Remove BDRK Remove CED Remove HACK Remove ELM Remove CED Remove OAK Remove CEDELM Remove ELM Remove CED Remove CEDELM Remove PECAN Remove ELM Remove CEDELM*2 Remove CED Remove HACK Remove HACK Remove OAK Remove CED Remove ELM Remove CED Remove CED Remove PROTECTED TREE TO REMAIN OUTERMOST PORTION OF DRIPLINE STEEL POST OF AN APPROVED "T" STYLE, NOTCHED OR STUDDED WITI- AN ANCHOR PLATE. MIN. 6' LONG 3' MIN LIMITS OF CRITICAL ROOT ZONE - i 50' 0' 50' 100' SCALE: 1 " = 50' TREE PROTECTION FENCE TO BE INSTALLED AND VERIFIED BY LANDSCAPE ARCHITECT OR CIVIL ENGINEER PRIOR TO DOING ANY OTHER WORK ON THE PROJECT I.E. DEMOLITION, GRADING, DRAINAGE ETC. NO ACCESS TO THE PROTECTED AREA SHALL BE ALLOWED EXCEPT FOR MAINTENANCE OF FENCE AND PLANT MATERIAL. NO STOCKPILING OR STORAGE SHALL BE ALLOWED IN THE TREE PRESERVATION AREA. ORANGE SNOW TYPE FENCE, MIN 36" TALL OF PLASTIC OR POLYETHYLENE MESH WITH 4" OPENINGS (MAX) TO BE ATTACHED TO THE POSTS AT A MIN. OF THREE PLACES PER POST. 2' MIN _ PLACE 1' OUTSIDE - DRIP -LINE 8' O.C. MAX OR AS v DIRECTED ON PLAN 1 0 TREE PROTECTION FENCING - ELEVATION SCALE: N/A REF. DWG. N/A 12" MIN. LIMITS OF DRIP LINE OR CRITICAL ROOT ZONE MINIMUM LIMITS OF CRITICAL ROOT ZONE = 1 FOOT PER 1 INCH OF TRUNK DIAMETER 36" HT. TREE PROTECTION FENCING PROTECTED TREE TO REMAIN DOTE: ABSOLUTELY NO TRUCKS, MACHINERY OR GRADING EQUIPMENT PERMITTED WITHIN FENCED OFF TREE DRIP LINE ROOT ZONE. 2 TREE PROTECTION FENCING - PLAN SCALE: N/A REF. DWG N/A z 0 U N 0 Z 0 v� 0 z a r w �o �o— cn of 0= w z < U _�� M I_ zQ w v 5 00U — ML U con .2 o c^ 20'6 2 v V1 3 C ^ y< ® U C I- � 0= O` J in N 37 J O Ln Gi 2 w M v U_ l0 V) U_ 0% Q y d + 3 kA 8 a z a, N O J Y¢ c= CL_ � o Z U; Z m rn� Z Ln r_ j Nov v 0- 7 ` � LL 33 CA o U_ r_ > C— o ��coo Lvov Uw O z -0 = v w L LU O Z to -2 h W = m c N DESIGN/CALC BY JDR/JCH DRAWN BY JCH CHECKED BY JDR/JCH DRAWING SCALE AS SHOWN DATE 09/19/2016 Job Number 15-0073 Sheet Number ZA16-051 TCP1 . 1 U J In _ o (nZp W J ^ :n z C=n' a- Q `` z�wzm owo=wovi R c:1 o_j Uj C S ,QUM '�� aZ ¢w z 2 W 2 QW o aQo�z"j O Qwwp—a_ g Q C cn ° cZm:�o� � N � J U = Qoz civ O N z C, Cif � U) Q w 0-- w w m o a- a - O Q Z J H ¢ ¢ W U Z H= ¢oo�o J hwa 3 ^ of of w z2'—,T cry wa-~ Q w 2 nz Ofowo o w N -LLJ (D J J z �mCDR h W Q � �=E3E=z zzm�-.o U o Cn oLoZ=, N O Z v wp ~ a �� tri ptnQUCO> z LL N �cn OfLL'— a- nwoQ W wv�i�w¢� 2 �Q�v�ivw-i� ■ 9 H 44 OPC U. r w �o �o— cn of 0= w z < U _�� M I_ zQ w v 5 00U — ML U con .2 o c^ 20'6 2 v V1 3 C ^ y< ® U C I- � 0= O` J in N 37 J O Ln Gi 2 w M v U_ l0 V) U_ 0% Q y d + 3 kA 8 a z a, N O J Y¢ c= CL_ � o Z U; Z m rn� Z Ln r_ j Nov v 0- 7 ` � LL 33 CA o U_ r_ > C— o ��coo Lvov Uw O z -0 = v w L LU O Z to -2 h W = m c N DESIGN/CALC BY JDR/JCH DRAWN BY JCH CHECKED BY JDR/JCH DRAWING SCALE AS SHOWN DATE 09/19/2016 Job Number 15-0073 Sheet Number ZA16-051 TCP1 . 1 i- =UTURE 8' MULTI -USE MEANDERING — SIDEWALK IN ACCORDANCE WITH THE SOUTHLAKE 2030 1•. MOBILITY MASTER PLAN AND PATHWAYS MASTER PLAN FUTURE 5' MULTI -USE MEANDERING SIDEWALK IN ACCORDANCE WITH THE SOUTHLAKE 2030 MOBILITY MASTER PLAN AND PATHWAYS MASTER PLAN -N avo y / m V i REFER TO LANDSCAPE PLAN FOR MORE DETAILED SIDEWALK INFORMATION. PROPOSED 5' SIDEWALK _ fir- -- � ` ' ►HIVJp ' PROPOSED 5' SIDEWALK Am- }: is p y L O J h. t AG J I , s - - - - - - -. DELTA MARRIOTT . - - HOTEL 77 QT am& I SOUTHLAKE PIL �� F1 T �T�] -�f T � T RYA 4W" . iE LEGEND SIDEWALKS TO BE CONSTRUCTED FOR PHASE 1 SIDEWALKSTO BE CONSTRUCTED DURING FUTURE PHASES Is 0 L` T � PIL �� F1 T �T�] -�f T � T RYA 4W" . iE LEGEND SIDEWALKS TO BE CONSTRUCTED FOR PHASE 1 SIDEWALKSTO BE CONSTRUCTED DURING FUTURE PHASES Is 0 L` FUTURE ACCESS ©RIVE U i w d _ ®MAXIMUM COLUMNSPACING m LO . OF CE UJ �1•„naaaaaaaaa aaanaaana.nana oriattanana�nn � !� r rWIC POOL I h$� ♦ • THT_ F + f'r !�►�!� 1 ® i 215 m �/ I GATE LORJ i U_ NPH ° !�`► CE FITNESS INPHI 900 SIF I m o NZ r• ■ ii i • ■ � ;°o 1 10'BUFFERYARD TYPE TY DEROSE PROPERTY 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, wafering, 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. CONCRETE SIDEWALK 5'WIDE, TYPICAL A?V!NIS�'.A.TI'JE LOEEY 3EATI 3 3.3A.5 SF 1.14 S' - _ BREAK ROOM � 360 SP PRIVATE CE 3M DINING DINING 1,770 SH 2,2005E 30 SF 450 ► C -I -� -_ W3w-] w STr s r, 3 OP DISPLAY WCHEN PRMATE 2 J' 57 DW ELEV DINING CE 480 _ LOHY 3M SF aE - - WC _� . 711 I. SHOP MECH AV . r� OFFICE LAUNDRY 4Dd _ ��r ,377 12Y5 SF K CHEN WC BRRMITCHEN 1665 SF _ - - - - - - - WC F'=P STORAGE LINEN L-- S= 524 SF 2 STORAGE RECEN9NG STORAGE �� PLIPAiB. SHOP 18a) SF CE %15F LO 2y - - LO 2 675 CE WC _ DUMPSTER ENCLOSURE 100 F3 BERMUDAGRASS 215 215 500 TO SERVE AS RETAINING WALL OW SOLID SOD, TYPICAL WC WC LOR 7$ 3 Wc SHALL HAVE SOLID METAL DOORS GENERATOR AND ELECTRIC TRANSFORMER 1 261 FIRE LANE DW f - - - - _o BE SCREENED SIMILAR MILAR TO DUMP5TER ENCLOSURE LO > ' - 0CE f J T 4 ! f o 10J BUFFERYARD ENGINEERED STONE TYPE m]' RETAINING WALL LIMIT OF 5' HT. METAL FENCE 5' BUFFERYARD fi HT. METAL FENCE 73 5 5 WITH STONE DDLUMNS 10 24 TYPE 'A` 5 3 aj 1 24 1 5 5 WITH STONE COLUMNS NPH LE CM EP NPH LO CM EP I NPHI LO CM GENERAL LAWN NOTES SOLID SOD NOTES i. Fine grade areas to achieve final contours indicated on civil plans_ 1 Fine grade areas to achieve final contours indicated_ Leave areas to receive TREES S -IP -1 topsoil 3° below final desired grade in planting areas and 1 ° below final grade 2 Adjust contours to achieve positive drainage away from buildings. Provide Gross Acreage in turf areas. uniform rounding at top and bottom of slopes and other breaks in grade. 2. Adjust contours to achieve positive drainage away from buildings. Provide Correct irregularities and areas where water may stand. SIZE uniform rounding at top and bottom of slopes and other breaks in grade_ 3_ All lawn areas to receive solid sod shall be left in a maximum of I" below 29 Correct irregularities and areas where wafer may stand. final finish grade_ Contractor to coordinate operations with on-site 3. All lawn areas to receive solid sad shall be left in a maximum of 1"below final Construction Manager_ 31 finish grade. Contractorto coordinate operations with on-site Construction 4. Imported topsoil shall be natural, friable soil from the region, known as bottom 8' ht_ Manager and soil, free from lumps, clay, toxic substances, roots, debris, vegetation, 4_ Contractor to coordinate with on-site Construction Manager for availability of stones, containing no salt and black to brown in color 8' ht_ existing €opsoil. 5_ All lawn areas to be fine graded, irrigation trenches completely settled, and 5. Plant sad by hand to cover indicated area completely. Insure edges of sod finish grade approved by the Owners Construction Manager or Architect 8' ht_ are touching. Top dress joints by hand with topsoil to fill voids. prior to installation_ 31 Lacebark Elm 6. All rocks 314° diameter and larger, dirt clods, sticks, concrete spoils, etc. 6- Roll grass areas to achieve a smooth, even surface, free from unnatural shall be removed prior to placing topsoil and any lawn installation 33 undulations. 7. Contractor shall provide (1' one inch of imported topsoil on all areas to 7. Wafer sod thoroughly as sod operation progresses. receive fawn. 8. Contractor shall maintain all lawn areas until final acceptance. This shall Quercus shumardii 4" cal_ include, but not limited to: mowing, watering, weeding, cultivating, cleaning TY 26 and replacing dead or bare areas to keep plants in a vigorous, healthy llex vomitoria 8' ht. condition_ SHRUBS 9. Contractor shall guarantee establishment of an acceptable turf area and shall provide replacement from focal supply if necessary_ TYPE 10_ If installation occurs between September 1 and March 1, all sod areas to be BOTANICAL NAME SIZE over -seeded with Infer Ryegrass, at a rate of (4) pounds per one thousand LOR 235 (1000) square feet. PLANT LIST j Description Delta IMarriott Southlake Existing ening C3, CS, SF -1 A TREES S -IP -1 ISouthllake 2030 Land Use Designation Fixed Use Gross Acreage 6.280 AC TYPE QTY_ COMMON NAME BOTANICAL NAME SIZE REMARKS CE 29 Cedar Elm Ulmus crasslfolia 4" cal. B&B, 13' ht., 5' spread min., 5' clear trunk CM 31 Crepe Myrtle 'Red' Lagerslroemia indica Red' 8' ht_ container, 3-5 trunks tree form DW 23 desert Willow Chiopsis frneads 8' ht_ Container, 3-5 trunks tree form EP 87 East Palatka Holly Ilex attenuala East Palatka' 8' ht_ container, 2.5" cal_ tree farm LE 31 Lacebark Elm Umlus parvdolia 4' cal_ container, 13' ht., 5' spread min_, 5' clear trunk LO 33 Live Oak Quercus virginiana 4" cal_ Container, 13' ht., 5' spread min_, 5' clear trunk RO 23 Red Oak Quercus shumardii 4" cal_ container, 13' ht., 5' spread min_, 5' clear think TY 26 Tree Yaupon Holly llex vomitoria 8' ht. B&B 3-5 trunks, tree farm SHRUBS TYPE QTY. C0MM0N NAME BOTANICAL NAME SIZE REMARKS LOR 235 Loropetalum Loropetalum chinensis 5 gal. container, 18" ht., 18" spread NPH 418 Needlepoint Holly flex comuta 'Needlepoint 5 gal. container, 18" ht., 18" spread TS 142 Compact Texas Sage Leucophyllum frutescens 'Compacta' 5 gal. container, 18" ht., 18" spread GROUNDCOVERS TYPE QTY_ COMMON NAME BOTANICAL NAME SIZE REMARKS GLIR 140 Giant Linope Lidope Gigantea 1 gal- container full, 12' o_c. SC 460 Seasonal Color 4' pots selection by owner, 12" o.c_ WC 11,007 Purple Wintercreeper Enonymus fortunei 4' pots container, 3-5 (12') runners min_ '419' Bermudagrass Cynodon dacfylon '419' Solid Sod refer to nates 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. BERMUDAGRA55 SJUD SOD, TYPICAL .. I Site Data Summar, Chalrt j Description Delta IMarriott Southlake Existing ening C3, CS, SF -1 A Proposed Zoning S -IP -1 ISouthllake 2030 Land Use Designation Fixed Use Gross Acreage 6.280 AC I Net Acreage 6.280 AC I Number of Proposed Lots 1 I Percentage of Site Coveraele '16.6% IArea of Open Space in Sq. IFt 12,575 Sq. Ft Percentage of Open Space 2'6.5% Area of Impervious Coverage inSq. Ft 201.,171 Sq. Ft Percentage of Impervious Coverage 73.5% Building Footprint Area in Sq. Ft 45,367 Number of Stories 6 stolriies 11Aaximum Building Height 90 (Feet I Proposed Floor Area By Use 1st Floor -Hotel, Restaurant/ Bart, '1st Flloor - 45,367 Sq. Ft Conference Center 2 -5th Fluor- Hotel 2 -5th Floor - 24,388 Sq. Ft 6tlh1 Floor - Hotel 6th Fbor - 22,556 Sq. Ft I'Total Square Footage 165,475 SIF Parkiinq Required (Per Parking Anal is) 313 Parkiing Provided Standard 313 Accessible 7 Total 320 ILoadfing Spaces Provided 2 SUMMARY CHART - INTERIOR LANDSCAPE LOT 1 On -Site % of Area in Canopy ATcceent Shrubs Groundcover Seasonal Landscape Area Front or Side ASDO 5n (1 25D so [1 /4a g0 (15% of SF) (R of sr) Required 22,684 s.f. 75% 46 91 567 3402 454 Provided 72,575 s.f. 75% 73 97 595 11,007 460 SUMMARY CHART - BUFFERYARDS Location/ Required/ Length Buffer rd Canopy Accent Shrubs Fence/Scroeninq Length of Provided Wdth7Type Trees Trees Height &Material Base Line North- Required 766.24' N/A (S -P-2) 766,24' Provided 766.24' N/A (S -P-2) East- Required 221.33 5' - A 3 5 18 221.33 Provided 221.33 5' - A 3 5 18 South 1 - Required 481.33 5' -- A 20 38 58 8' SCREENING 481.33 Provided 481.33 5' - A 20 38 58 6' IRON W. STONE COLUMNS South 2 - Required 434' 10' - D 18 22 79 144 Provided 434' 10' - D 18 22 79 West 1 - Required 160.80' 10' E 2 4 13 Hedge - H1 428.75 Provided 160.80' 10' - E 2 5 45 Hedge - H1 West 2 - Required 205.30' N/A (S -P-2) 428.75 Provided 205.30' N/A (S -P-2) I SUMMARY CHART - PARKING LOT LANDSCAPE LOT 1 Area Parking Provided Required Ratio Required 6,400 SF 320 20 SF/Space Provided 8,185 s.f. RE O LANDSCAPE PLAN smr �o SCALE: 1" = 40'-0" landscape architects, inc. 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871 .0083 20 40 80 Fax 214.871.0545 GpLh Email smr@smr-la-com SITE PLAN SUBMITTAL NOWT FOR CONSTRUCTION o2a15 MERRIMAN ASSOCIATES/ ARCHITECTS, INC. REVIS1ONS: PROJECT NUMBER rnoo2015102 ISSUE DATE: Site Plan: Submital 0912312076 SHEET NAME: LANDSCAPE PLAN SHEET N UMBER: L2.0 TO Inairns�p 1, 01 SOUTH ELEVATION SCALE: V'= 16"-0" *- i u i 0 8 16 32 sm'1 landscape architects, inc. 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871:0083 Fax 214.871.0545 Email smr@smr4a.com SITE PLAN SUBMITTAL PROGRESS SET - FOR REVIEW ONLY ISSUED 09.19.16 These documents are NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. They were prepared by, or under the supervision of: Robert M. Taylor, Tx. Lic. #2849 SMR Landscape Architects, Inc. NOT FOIA CONSTRUCTION 140 C)2015 MERRMAN ASSOCIATESI ARCHITECTS, INC. REVISIONS: PROJECT NUMBER: maa201 5 7 02 ISSUE DATE: Site Plan Subrnrtcri 09/19/2016 SHEET NAME LANDSCAPE PLAN SHEET NUMBER: 1SECTION (WEST PARKING LOT) 1 SCALE: 118" =1 "-0" •—N-Iu 1 fl 4 8 16 ICI SECTION SCALE: 118" =1"-0" *f+7m%mmj�= fl 4 8 16 �D' SECTION SCALE: 118" =1 "-0` sm'1 landscape architects, inc. 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871:0083 Fax 214.871.0545 Email smr@smr-ia.com SITE PLAN SUBMITTAL PROGRESS SET - FOR REVIEW ONLY ISSUED 09.19.16 These documents are NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. They were prepared by, or under the supervision of: Robert M. Taylor, Tx. Lic. #2849 SMR Landscape Architects, Inc. NOT FOR CONSTRUCTION 140 p2oi5 MERRIMAN ASSOC€ATESf ARCHITECTS, INC. REVISIONS: cc U I rA Ln 0 0 V) PROJECT NUMBER: maa20l5702 ISSUE DATE: Site Plan Subrnrtcrl 09/19/2016 SHEET NAME: LANDSCAPE PLAN SHEET NUMBER: �, y M1 x L t 4 ti M1 {r, <C - tz • r M1 r L AREALEGEND :11��7t'►[lly� LEVEL TOTAL LEVEL 1 — 45,367 SF 45,367 BALLROOM/MEETING LEVEL 2 12,977 SF +/— SF LEVEL RESTAURANT/KITCHEN 24,388 SF 7,500 SF +/— 4 24,388 BOH/ADMIN LEVEL 5 10,874 SF SF LEVEL SERVICE 22,556 SF 7,116 SF +/— FOH/GUEST FUNCTIONS 6,900 SF +/— :11��7t'►[lly� LEVEL 1 45,367 SF LEVEL 2 24,388 SF LEVEL 3 24,388 SF LEVEL 4 24,388 SF LEVEL 5 24,388 SF LEVEL 6 22,556 SF TOTAL 165,475 SF GUESTROOM TOTAL 240 ROOMS Sowathlalce - Re It - south lake, texas maa.2O 15102 09.19.201 6 (�) merri man associates architects, inc. 2016 CITY CASE # ZA16-1051 architects m e r r i m a n associates cv t CD CD N CD CLQ C0 Cil r- rr7 CN CD 7 -10" '0" / / KING vinic_ JUNIOR SU ITE 'qmithI P - I plea south lake, texas maa.20 15102 09.19.20 1 6 (�) merri man associates architects, inc. 2016 GLIESTROOM MATRIX KINGS DOUBLE QUEENS SUITES PRESIDENTIAL TOTAL QUEEN [18 _ 1 1 ?� DBL QUEEN DBL ! DBL a QUEEN QUEEN ELEV LOBBY 165'-7" 186'_2„ 1 13'-4" 132 92 15 1 240 NOTE: ALL NUMBERS ARE APPROXIMATE DBL DBL DBL DBL DBL QUEEN QUEEN QUEEN QUEEN QUEEN KING KING KING ADA JF�ZL IX 7 MEP MEP 258'- 1 " /e KING / 9'-2 L KING CITY CASE # ZA16-1051 architects m e r r I m a n associates 1�O1 rl-rA r 1 r%l IWED C Tvo I 069 / y - ti 7i 7 r i -`y 3S 90£ ONINI© SUVANd : 3S 00tz JNINI❑ v WAIRI 0 10 [01 IMA I:Ig1��/U[0► M51C"m r M1 r [�y'',yt J J ! r� 1, M1Ii. , 7 ,'+ y.•� '7M1 amki� inoJ •r ?'M17s Y.' 1%.k Y> 7' 7 •47 7 I M1 Y l 7 1•. M1 r M1 r s' , T r r i 7 7" 7 M1 M1 1 )• 7 I > >� M1 s > ! 7" I I T- 7 s --OM1--- :TM1-z=-� Y r M1> is ovYrY K'•/ - 7. Y 7. JNIld3S A8801 r II I .7 I I I I I r •' r----it----7 r I D I I I I d s I I I I I I I I I M1 I I I I I •i I I I I 7 r a ti` f 7. I I I I I ' •.7- I.- 7�. I I I I I i .• s •• 7, --- -------------�- ----_- r. 7,M1 I I I ! 7 s I '7 7 1 L____J L____J -7 •3 r 7 1 � " ' •'4• 7 I M1 7 y 7 17- 7 lI y„ 7> i .r • s > 7 ro•„ I• rM1 807-8„ 101_0„ 50,—Oj) ie �00( le &# 4 57=_1 0 17'_4» 55,_4„ 10)_0,) 71)—O,l 400* .' .' i1-* .1' MATERIAL CALCULATIONS 385,-6i' ELEVATION HEIGHTS TOTAL ELEVATION SF r SF 100% LEVEL 1 D -D11 STUCCO 1 3S OLL` l M51C"m r M1 r [�y'',yt J J ! r� 1, M1Ii. , 7 ,'+ y.•� '7M1 amki� inoJ •r ?'M17s Y.' 1%.k Y> 7' 7 •47 7 I M1 Y l 7 1•. M1 r M1 r s' , T r r i 7 7" 7 M1 M1 1 )• 7 I > >� M1 s > ! 7" I I T- 7 s --OM1--- :TM1-z=-� Y r M1> is ovYrY K'•/ - 7. Y 7. JNIld3S A8801 r II I .7 I I I I I r •' r----it----7 r I D I I I I d s I I I I I I I I I M1 I I I I I •i I I I I 7 r a ti` f 7. I I I I I ' •.7- I.- 7�. I I I I I i .• s •• 7, --- -------------�- ----_- r. 7,M1 I I I ! 7 s I '7 7 1 L____J L____J -7 •3 r 7 1 � " ' •'4• 7 I M1 7 y 7 17- 7 lI y„ 7> i .r • s > 7 ro•„ I• rM1 807-8„ 101_0„ 50,—Oj) ie �00( le &# 4 57=_1 0 17'_4» 55,_4„ 10)_0,) 71)—O,l 400* .' .' i1-* .1' MATERIAL CALCULATIONS 385,-6i' ELEVATION HEIGHTS TOTAL ELEVATION SF 24.775 SF 100% LEVEL 1 D -D11 STUCCO 1 LEVEL 2 ,- 18 0„ SW 7042 GLASS SF 10,284 SF 41.5% LEVEL 3 28'-$p' STUCCO STUCCO SF 12x023 SF 48.5% LEVEL 4 391-411 SW 7043 STONE SF 1018 SF 4.1% LEVEL 5 50'-011 STUCCO 3 SW 7045 OTHER SF11450 SF 5.9% LEVEL 6 _811 501 711_4:' STUCCO ROOF 82 1-011 7v 4 T.O STRUCTURE NOTE ALL NUMBERS ARE APPROXIMATE 50-uthlake - Delta southlake, texas maa.2015 102 09.19.2016 (�) merri man associates architects, inc. 2016 FIRST FLOOR PLAN MATERIAL LEGEND STONE BBCO BECKET BLEND ■GLAZING PPG SOLARGRAY + SOLARBAN (60) T.O. STRUCTURE �- 82'-0" M A x HEIGHT 82'-0' ROOF 73'-4" PARAPET n -C � HEIGHT LEVEL 6 W4r LEVEL 5 LEVEL 4 LEVEL 3 28!4r LEVEL 2 18W LEVEL 1 01-T 33'-5” .10oe �001' N"D NOTE: STUCCO WILL COMPLY WITH SOUTHLAKE 718" 3 -COAT STUCCO REQUIREMENT CITY CASE # ZA16-1051 rchitccts r m e r r I m a n associates b ,tl W V_� V VTAC LOUVERS, TYP r I- %_3 L- I f-► I I v I'm Lu CO u_. cr_ C) L„ Lu 3� , z 0" VJ W V w LL V VV 14. NXI NX, X I C--6 c:--6 C--je 4 �. �� :;6 N, N-1 N", \ \. v � W 221`677 MATERIAL CALCULATIONS TOTAL ELEVATION SF 141433 SF GLASS SF 31000 SF 20.8% STUCCO SF 81823 SF 61.1% STONE SF 11410 SF 9.86 OTHER SF 11200 SF 8.3% NOTE ALL 'NUMBERS ARE APPROXIMATE Southlike - Delta southlake, texas m aa. 20 15102 0 9. 19.20 1 6 (�) merri man associates architects, inc. 2016 20 ;—C) I / * I in ------------------ 0 191,-8" ELEVATION HEIGHTS LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 ROOF T.0 STRUCTURE 01-,011 18'-01t 281-811 391-411 501_011 601-811 711-004]]11 821_,011 272—Y I T.O. STRUCTURE 82'-0" MAX HEIGHT 82`-0' 73,-4" PARAPET ROOrr-C HEIGHT LEVELS W -W LEVEL E LEVEL 4 LEVEL 3 28`-8' LEVEL 2 LEVEL 1 _...1 WEST ELEVATION 24x_,1 0r, 8'-6, 4,-6„ STUCCO , � SW 7042 STUCCO 2 u SW 7043 ❑STUCCO 3 SW 7045 ■STUCCO 4 SW 7047 FIR6T FLOOR PLAN MATERIAL LEGEND STONE BBCO BECKET BLEND trF+rir GLAZING PPG SOLARGRAY + SOLARBAN (60) NOTE: STUCCO WILL COMPLY WITH SOUTHLAKE 718" 3 -COAT STUCCO REQUIREMENT CITY CASE # ZA16-1051 architects r m e r r I m a n associates VTAC LOUVERS, TYP 1 M WOOD LOUVERS FOR VEGETATION BREAK ROOM' 360 SF r.�,arrrrrr LLJ LLJ 4` Lu ,! z aYFFFrFFrFFFIP J r r� LAUNDRY 1245 SF r'. 16 �t 6 rt. DINING 2,200 SF iDISPLAY KITCHEN LINEN 450 480 SIF Sr - STORAGE ME 5 /KITCHEN STORAGE 0 G / / 7_ 10" 22,_6" 143,_ 1 ld' MATERIAL CALCULATIONS TOTAL ELEVATION SF 25,020 SF 100% GLASS SF 4,UOO SF 16% STUCCO SF 189079 SF 72.2% STONE SF a SF 0% OTHER SF 22950 SF 11.8% NOTE ALL NUMBERS ARE APPROXIMATE South_Lake - Delta south lake, texas maa.20 15102 09. 19.20~ 1 6 (�) merri man associates architects, inc. 2016 j RIVATE ` DINING ✓r� 305 SF r/ PRIVATE DINNG 051 SF Mm SHOP r %,QFFICE r /�/ MB SHOP 587 SIF I -I PLAN SOUTH ELEVATION ti r ti 4L, ! 4 eM1 - 4 L 393'_8„ ELEVATION HEIGHTS LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 ROOF T.0 STRUCTURE 61-011 18'-p„ 28'-811 39,-4s 5+9'-011 60,-811 71'-411 82:-01f 79'— 1 " FIRST FLOOR PLAN WOOD LOUVERS FOR VEGETATION rriif - L / G Z ,a< 9! �m /j MATERIAL LEGEND STUCCO STONE U SW 7042 BBCO BECKET BLEND STUCCO 2 ■ GLAZING SW 7043 PPG SOLARGRAY + STUCCO 3 SOLARBAN (60) � SW 7045 ■STUCCO 4 SW 7047 T.O. STRUCTURE 82'-0" M A X HEIGHT lsz4r LEVEL 1 044 NOTE: STUCCO WILL COMPLY WITH SOUTHLAKE 718" 3 -COAT STUCCO REQUIREMENT CITY CASE # ZA16-1051 architects r m e r r I m a n associates 73'-4" PARAPET ROOF 7T4 HEIGHT LEVEL B W4r LEVEL 5 W4r LEVEL 4 3W-4` LEVEL 3 28!4r LEVEL 2 1944 LEVEL 1 044 NOTE: STUCCO WILL COMPLY WITH SOUTHLAKE 718" 3 -COAT STUCCO REQUIREMENT CITY CASE # ZA16-1051 architects r m e r r I m a n associates VTAC LOUVERS, TYP VEGETATION 6'- r 7 7 53'-3" 37-3" 10'-3 7 19'-4" 29)!677 1197-0„ Ile I & F, a` I I : 1 :91 F, all I relmll I to tul W, a,, I I Is] 0 : I I : ky/M" I I IS] Z 1 00 1 : I Eel ME k 161 T.O. STRUCTURE �- 82'-0" M A k HEIGHT 8z -v 737-477 PARAPET ROOF HEIGHT LEVEL B 60'-8' LEVEL 5 50P-0' LEVEL 4 39'-4' LEVEL 3 LEVEL 2 18'-V LEVEL I PLAN EAST ELEVATION FIRST FLOOR PLAN i MA FmAl 1 :11 :91 m 4 1xcll :11►u� TOTAL ELEVATION SF 14,712 SF 100% LEVEL 1 0, W STUCCO 1 LEVEL 2 18 0 SW 7042 GLASS SF 31651 SF 24.8% LEVEL 3 28'-811 �$'- STUCCO 2 SW 7043 STUCCO SF 91129 SF 62.1% LEVEL 4 3914" STONE SF 1,+6$2 SF 11.4% LEVEL 5 50,-011 :7 STUCCO 3 SW 7045 OTHER SF 250 S F 1.7% LEVEL ROOF 6 601-8" 71'-4" ST UCC4 82'-0„ 7047 T.O STRUCTURE !VOTE: ALL NUMBERS ARE APPROXIMATE 'Sni�thla��P - �pl�a south lake, texas maa.20 15102 09. 19.20 16 merriman associates architects, inc. 2016 STONE BBCO BECKET BLEND GLAZING PPG SOLARGRAY + SCLARBAN (60) NOTE: STUCCO WILL COMPLY WITH SOUTHLAKE 718" 3 -COAT STUCCO REQUIREMENT CITY CASE # ZA16-051 architects merriman associates n 0 v% C!7 m z —i V) I , N N N N N N N N . . - - . - - . . -.. - Cif n a r (D r* cu C: rt Cyl. Cn r �' Ln— C> x 0 n rt m LA n 0 v% C!7 m z —i V) I , N N N N N N N N . . - - . - - . . -.. - n ° r (D ca n — rt Cyl. 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