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Item 6E - Plans15:Y22' aC4 0 \ DRAINAGE EASEMENT VOL. 14613, PG 454 D.R. T. C. T. \ ` ` \o TgCyDNc 26 \ ^^ \^^^ E Y15' WATLY� \ ^ ^ ^ 9GCESST ^ ^ASEMENT FgSF�FNT \\`2 -_ 26' ENTRANCE SIGN/ �j�31. R=4551.66' ZONING.' ECZ TER FOUNTAIN T=70.82' (NORTH OF SH114) L.U.D.: MIXED USE 10;Y10' WATER \\ L=141.62' EASEMENT CB= S62 49'15 "E \ L O BL OCK 1 SOUTHLAKE MEOICAL DISTRICT CD=141.61' \ INS NO. D212 089 \ \ D.R. T.C. T. L JR, BLOCK 1 v J` S UTHLAK EDICAL DISTRICT , q� ,S F�SF�lNTD213 720 Oo �co� PP 2 QL� ZONING. • SP2 mom N /�4y P� p 1 P. R. T. C. RETAINING WALL �of L.U.D. = MIXED USE (HT. VAR/ESQr 2os8 6�T 9�'iq �,y LOT 5' BLOCK 1 3� 15' W TER O 2y- +DO q�i ` `o• O , \ `r 1 • ce Qi� E S MENT RVk SOUTHLAKE MEDICAL DISTRICT INST NO. D212064089 . ;a, eC) ,9;;'l'Tl TGFSS ry� 9c-s ' Fsp lgsF�� , tiF ,• EXIST D.R. T. C. T. GVQ r FVT 1� 57GN 'i22 13 GG 'QF e�J A-177 05 01?A,INAGE R= 7529. 44' 00EMNr, G 4 F2/FN F , , ^�� o �� �tigF T T=84.41 S2454'00"W 26.00' �QQ `tii T ; �, „21% 75'WATER _ EASEMENT p p 26'' \'�T% \ / ' ��� t , » J � �9TF� \` \ \ \ L= 168.82' N6506'00"W 4.67 10 T ^ice 15',wA wo d=463451 5 T CB=S5928'S3"E r , » R= 77.00 1 o s� S14 4216E � `�\ �%"s. `�\ `� C0=168.82 N0124'S1 "W 8.13' gGGFS�'�q ���„ i;io; �- R 21.63' T=33.15 `'vFQF �yy F F \T�' ��T^ FgSF \�- 4 ^ 4 30 L-62.60' \`� 9SF�F ����'�]. d=80 0123 r T, �T CB=S4833 38 W P T A qs, R=18.00' �6`SO6,- \?`^� %O,Q, �?^T� o��y CD=60.89' GG�� ti �\ `�, �qTF 4'� 9cF T=15.11 z �L - ' �% "�RpIN1 e` S2451'35"W 20.78' ��'�` v ; I ', �SgN,�q >, `S9 L=25.14' CB=N3835 55 E G� "`FtiTF, `PN24 51,35»E 10.00, CD=23.15' ` o 1 T 0 P » Q P 75' DRAINAGE I 2106 �� , /' ' QQJ� N65 08 25 W 54.75 EASEMENT R=500' 'o ®; �1166,; PET 1 MOB 1 O o 3.ZT / / �P*'� -` T==71.67j� r,E SEM 4 STORIES O °(� / 5P QF .sy�`�\ (6 STORIES, �" \ \ Tq ^ /s. L=99.01 90' MAX HT ALLOWED) CB=N25 05'42'E SF1aFN Q 0 80, 000 SF CD=85.23' p 145= EA Ny. EgSF�FNT �Nr 9o' 'O o T .gip` d=10335'07" \ LOT 2R BLOCK SOUTHLAKE MEDICAL D17STRIOT R=14.42 \ \ r 0 °`� G , '✓ N16 07'02 "W 58. 59' �,i�'" T=18. 32' �O _ _ _ D21 JO57720 / v v � 15' WA TER a - ^ ` - Q EASEMENT P.R. T C. T. / N2825'18"W 46.82' L=26.07' G- q//1/ CB=S4738'03"E `� ` qG A-53.19'34 CD=2266 �, � ,\ -------- "� 'Cl- ��,1 T=14.06 ZONING. 1 - ,�� @; 70' UT/CITY \\ 1 BUSINESS SERVICE PARK I � � � \ \ � L=26.06' �� ^ BRICK PAVERS (TYP.) s / ` EASEMENT \ (B2� ' 30 ° \\ L.U.D. = 100 YEAR CB=N014538 "W ��,?` ! N65 06'00 "W 170.29' /NST 1 QATFQ ry �'� / \\` C0=25.13' o�oPo� / 1 1 0�� 2,2gsF� \ gilq�IgNF / \\ \ 1 a, FLOODPLA/N cc WATER FOUNTAIN T 0B9 F2 ELEVA TED ENCLOSED 1 ,,WATER CLOCK TOWER WALKWAY PASEMEN T N24 54' 7- / 19 69', / I o ti' t L O T 1R, BL OCK 1 ,,lv 26 , SOUTHLAKE MEDICAL DISTRICT 1 coNc D21 JO57720ZZ P R. r. c. T. \\\ EMERGENCY DEPARTMENT 5 /NGRESS/EGRESS 5; II o ' oo APPROXIMA TE COCA TION OF 100- YR FL DOD EXPANSION o TO GARAGE 1 7p � � I ( (� PER FEMA FIRM 48439C0085K 1 STORY / 8' DUMPSTER W/ r (5 STORIES, AT ALLOWED) T. 0000000 8' HMASONRY 6,000SF HOSPITAL SCREEN/NG WALL / 1 3 STORIES 1 PQ� b° j S (5 STORIES, 90' MAX HT ALLOWED) J` / �P�F��a� S Y25' WATER EASEMENT / \ I C_ / Q o� o INST. NO. D212064089 / 129. 457 V 129,150 SF �ry �" O.P.R. T.C. T. O „ r 1 e ti o" PARKING GARAGE d=8155 59 e�� o �� / WA TER DUMPSTER & GENERATOR / D Q RELOCATED 4 STORIES / J i m R=58.00 15' WATER d=6533'22" EASEMENT W/ 10' HT. MASONRY o ��� �0' LIGHT (6 STORIES, 90' MAX HT ALLOWED) EASEMENT , SCREENING WALL L DADING �� J�Q� 137, 604 SF / / _ Z U O T=50.36 R=32.00 L=82.94' X 4 T=20.61' 1 10' ONCOR EASEMENT DOCK AMBULANCE / // // O I Q) m CB=N16 03'53"W Doc. No. D212058867 .3 PARKING / > O J L=36.61 , 9, C0= 76.05' C6=N48 27'11 "W l % 1 1 / / @ INGRESS/EGRESS CD=34.65' /1 / r- 15X25' WATER ® �\ TO GARAGE / 5' UTILITY DETENTION h EASEMENT EASEMENT I l 1 J 14' HT. MASONRY I EASEMENT SCREENING WALL f I WA TER j J L---_- (4; O_ I r`/ EASEMENT m l 15' WATER 3 CONC. PVMT EASEMENT - - - �R 26' FIRE LANE, DRAINAGE & d=24 72'10" 0) (Z UTILITY EASEMENT I T 30=0" BUILD/NG LINE CONC. PVMT. / R=148.36 4 EASEMENT 4 1� r l I � I WA TER O. P. R. T. C. T. I 4 ^ \ T=31.81' Gas r-------------------- --� I SUFFERYARD - TYPE E / , I 70' ONCOR EASEMENT I L_________ L=62.67 G G Doc. No. D212058867 �� ---- ---- \���-------------------I G G » 10' ONCOR EASEMENT 2 15' WATER EA S T HIGHLAND S THE G N88 4939 "w 839.67' as \ - Doc. No. D272058866 EASEMENT r 15' WATERI I'll CD= 62.21 ' 3 ' ❑ EASEMENT 2 214.43 - -MARKER ®GM o B d= 36 26'39" I ASPHAL T PA VEMEN 1 659. 92' 2 j 191.28' 4 R=28. 00 '- _ T=9.22' GW - GB /GN 3 L=17.81' - � � .. --� Z MARKER / CB CHEL SEA PARK CB=N0122'067_ �I Q 3 i CD=1751 ' D212052819 r Ltj o JAMES MILNER AND SPOUSE, ll D.R. T. C. T. U MAR Y J. MILNER LOT 1R, BLOCK 2, INSTRUMENT NO. D202374749 ZONING.- REVISED Q LOT 2R, BLOCK 2, ZONING. SINGLE FAMIL Y SUMMERPLACE ADDITION REVISED D.R. T C. T. RESIDENTIAL (SF20B) VOLUME 388- 96, PAGE 53 J SOMMERPLA CE ADDITION AGRICULTURAL (AG) i L. U. D. =MEDIUM ° VOLUME 388- 96, PAGE 53 L.U.D. = MEDIUM P. R. T C. T. � DENSITY RESIDENT/AL � DENSITY RESIDENTIAL P.R. T. C. T. i 30-Jul-21 Summary Chart revised by PW NY TE whit. Ch•pd C-.tay VICINITY MAP NOT TO SCALE SOUTHLAKE Pop 7,055 Site Data Summary (Lot 1 R only) Existing Proposed Existing/Proposed Zoning S-P-2 S-P-2 Land Use Designation Mixed Use 100-Year Floodplain Mixed Use 100-Year Floodplain Gross/Net Acreage 8.017 8.017 Area of Open Space (ac.)* 2.08 2.03 Percentage of Open Space* 25.94% 25.31 % Area of Impervious Coverage (ac.)* 5.94 5.99 Percentage of Impervious Coverage* 74.06% 74.69% Building Footprint (sq.ft.) (Hospital) 86,517 92,517 Number of Stories (Hospital) 3 3 (1-story addition) Maximum Building Height (Hospital) 70'-2" 70 -2 28'-2" addition Floor Area (sq.ft) Hospital Parking Garage 140,042 137,604 146,042 137,604 Required Parking (3 spaces per licensed bed)* 162 162 Provided Parking* Standard* 375 373 Handicap* 23 22 Total* 398 395 Required Loading Spaces 3 3 Provided Loading Spaces 3 3 Anticipated Schedule of Development Construction Start Date: Construction End Date: 8/18/2021 11/2/2022 * There is a surplus of open space and parking spaces provided in the S-P-2 District as a whole.. LG 0 30 60 120 (FEET) 1 inch = 60 ft. LEGEND O ENTRANCES AND EXITS TO BUILDINGS O EXISTING POINTS OF INGRESS/EGRESS TO SITE \ EXISTING DRIVEWA YS ACROSS ADJOINING R. 0. W. O EXISTING FIRE HYDRANT \ LIGHTED BOLLARD PREPARED BY.• RLG CONSULTING ENGINEERS PARKING STALL COUNT PHILLIP BR ULCER, PE p brugg er@rlginc. c om (214)739-8100 OWNER: METHODIST HEALTH SYSTEM 403 W. CAMPBELL RD. SUITE 205 RICHARDSON, TX 75080 CASE # ZA21-0050 RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY #300 DALLAS, TX 75243 5601 BRIDGE STREET #420 FORT WORTH, TX 76112 214-739-8100 WWW.RLGINC.COM TBPE FIRM REG. F-493 PROGRESS SET BENCHMARKS- CITY OF SOUTHLAKE MONUMENT 26 SITE PLAN LOCATED 29f EAST OF NORTH WHITE CHAPEL BL VD. AND 366 t SOUTH OF FOR REVIEW ONLY LOT 1 R, BLOCK 1 EAST HIGHLAND STREET. SOUTHLAKE MEDICAL DISTRICT ADDITION ISSUED 07/19/21 EASTING (X).- 2382298.8643 ELEVATION (Z) = 681.54 THESE DOCUMENTS ARE FOR DESIGN REVIEW AND NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: PHILLIP BRUGGER TEXAS PE #120083 CITY OF SOUTHLAKE MONUMENT 27 LOCATED IN THE EAST RIGHT-OF-WAY OF NORTH CARROLL AVE. ON THE NORTH SIDE OF THE ENTRANCE TO ✓ACK D. ✓OHNSON ELEMENTARY SCHOOL. NORTHING (Y): 7034097.955 EASTING (X): 2387468.034 ELEVATION (Z) = 611.12 LARKIN H. CHI VERS SURVEY, ABSTRACT NO. 300 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS REVIEW DRAWN DATE FILE NUMBER SHEET RLG RLG 07119121 2113 042 C 1.00 ildLF z Amp AERIAL VIEW TO THE NORTH METHODIST SOUTHLAKE MelLIltjljJl..� ED EXPANSION AND RENOVATION SOUTHLAKE 06/28/21 i r DETAIL Exterior Rendering Perk*ins&W*Ill LEVEL 04 1474' LEVEL 03 132' 8' TOP OF SCREE ELEV = 128'-2" TOP OF PARAPI ELEV = 122'-8" LEVEL 02 118' - 0" LEVEL 01 100' - 0" Methodist SOUTH LAKE 4.0 3.9 13.4 2.0 1.95 1.9 1.85 1.8 C10 .95 .9 0.807 T IVV -V OF� F.6 F.1 OF� E.4 E.1 0 D.9 D.2 0�0 C.7 C.6 0�0 6.4 B.0 A.0 METHODIST SOUTHLAKE MEDICAL CENTER ED EXPANSION AND RENOVATION 07/26/21 ELEVATIONS Perk*ins&W*Ill D � PREPARATION GENERAL NOTES C I PLAN GENERAL NOTES Perkins&Will PLAN PREPARED BY: MICHAEL S. KENDALL KENDALL + LANDSCAPE ARCHITECTURE 8150 NORTH CENTRAL EXPRESSWAY SUITE M2025 DALLAS, TEXAS 7520G PHONE: (214) 73G-322(, E—MAIL: MIKE@KENDALL7.COM TEXAS LANDSCAPE ARCHITECT LICENSE NO. 1127 ' I. ALL PROPOSED PLANT MATERIAL IS SHOWN IN LARGER TYPE AND FULL COMMON NAMES. THE EXISTING PLANT MATERIAL IS SCREENED AND REFERENCED NITH ABBREVIATED BOTANICAL NAMES. 2. ABBREVIATED REFERENCES ARE NOT PART OF THIS PROJECT. 3. IF A NEW TREE IS SHONN ON THE PLAN, IT CAN BE ASSUMED THAT THE EXISTING TREES ONCE IN THIS LOCATION IS GONE. IF AN EXISTING TREES NEEDS TO BE REMOVED TO INSTALL THE NEW TREE, THEN THE REMOVAL IS NOTED ON THE PLANS. 4. THIS PROJECT IS AN MODIFICATION TO THE EXISTING APPROVED PLANS. IF NO MODIFICATION IS SHOWN THEN NO MODIFICATION IS PART OF THIS PACKAGE. S. EXACT LOCATION OF RELOCATED TREES TO BE DETERMINED. THE RELOCATION SHALL BE AT ANY LOCATION OF THE EXISTING SITE. LEGEND EXTENT OF LOT 1 R BLOCK 1 EXTENT OF BUILDING EXPANSION EXTENT OF LANDSCAPE RELOCATION AREAS 2218 Bryan St., Suite 200 Dallas, TX 75201 t 214.283.8700 f 214.283.8701 perkinswill.com CONSULTANTS CIVIL RLG ENGINEERS 12001 N. CENTRAL EXPRESSWAY SUITE 300 DALLAS, TX 75243 STRUCTURAL PONCE-FUESS ENGINEERING, LLC 3333 LEE PARKWAY, SUITE 475 DALLAS, TX 75219 MEP WSP 3102 OAK LAWN AVE. SUITE 450 DALLAS, TX 75219 LANDSCAPE KENDALL + LANDSCAPE ARCHITECTURE 6976 SANTA BARBARA DALLAS, TEXAS 75214 OWNER METHODIST HEALTH SYSTEM 403 W. CAMPBELL RD. SUITE 205 RICHARDSON, TX 75080 FACILITY METHODIST SOUTHLAKE MEDICAL CENTER 421 E. STATE HWY 114 SOUTHLAKE, TX 76092 CONTRACTOR BECK Group 1601 ELM ST. SUITE 2800 DALLAS, TX 75201 �PNDSCA- ��`�```� g(EPHFN CO 1121 �hFOF� 07.01.2021 PROJECT 0 Methodist SOUTHLAKE HOSPITAL v- N METHODIST N SOUTHLAKE MEDICAL o CENTER Iti 0 O o Methodist v/ HEALTH SYSTEM zo ED EXPANSION AND c) RENOVATION w O U- 0 w c/) KEYPLAN ISSUE CHART MARK I ISSUE I DATE Job Number 147542.000 TITLE OVERALL LANDCAPE PLAN SHEET NUMBER A OVERALL LANDSCAPE PLAN 1" = 50.0" 0 25' 50' 100' CASE # ZA21-0050� L01m0l © 2021 Perkins and Will 2 x'S ROOT BALL IF TREE IS PLANTED IN LAWN AREA ci W ti w 2 1/2" UNFINISHED DRYWALL SCREW 2" x 2" x 4' UNTREATED LUMBER CROSS MEMBER. NOTE: CROSS MEMBER TO BE ORIENTED PARALLEL TO NORTH/ SOUTH BEARING AND SHALL BE PROPORTIONAL IN LENGTH TO ROOT BALL (4' MIN.) SET TIGHT TO TOP OF ROOT BALL. TREE - REF. PLANTING PLAN ROOT BALL EXCAV, 2 x'S I ROOT 2" x 2" x 4' UNTREATED LUMBER STAKE WITH 18" TAPER. SET TIGHT TO ROOT BALL. EXISTI LIMITS OF EXCAVATION PIT Gj TYPICAL TREE STAKING -PLAN DEE - REF. PLANTING PLAN ;OWN OF ROOT BALL TO BE ABOVE FINISH GRADE, REMOVE ? TOP OF BURLAP AND CUT _L WIRE STRAPS, EXPOSE FLARE. THICK MULCH LAYER BY 3' DIA. J LCH . DO NOT COVER ROOT .ARE. ZEE WELL AT EDGE OF FINISH :ADE. :ARIFY THE EDGE OF THE TREE _ANTING PIT _ANTING MEDIA - COMPACTED q" LIFTS AS SPECIFIED IN -CTION "TREE PLANTING" )OT BALL D TREE PLANTING IN LAWN -SECTION 1/2" = 1-0" 0 2' I 1/2" = 1'-0" 0 2' >8 SQ. FT.) Roy pproximate locati cv o 1zj 0—y d ® per FEMA (see ood to 5 o" E rn R LO AT D CEDAR ELM o n B � LANDSCAPE PLAN I K 80, " PREPARATION GENERAL NOTES I. PLAN PREPARED BY: MICHAEL S. KENDALL KENDALL + LANDSCAPE ARCHITECTURE 3150 NORTH CENTRAL EXPRESSWAY SUITE M2025 DALLAS, TEXAS 7520(o PHONE: (214) 73q-322(, E-MAIL: MIKE@KENDALL7.COM TEXAS LANDSCAPE ARCHITECT LICENSE NO. 1127 TREE PRESERVATION NOTES CONTRACTOR SHALL ADHERE TO THE FOLLOWING TREE PROTECTION MEASURES: I. THE CONTRACTOR SHALL ERECT A PLASTIC MESH FENCE A MINIMUM OF FOUR (4') FEET IN HEIGHT AROUND EACH TREE OR GROUP OF TREES TO PREVENT THE PLACEMENT OF DEBRIS OR FILL WITHIN THE DRIP LINE. 2. DURING THE CONSTRUCTION PHASE OF DEVELOPMENT, THE CONTRACTOR SHALL PROHIBIT CLEANING, PARKING OR STORAGE OF EQUIPMENT OR MATERIALS UNDER THE CANOPY OF ANY TREE OR GROUP OF TREES BEING PRESERVED. THE CONTRACTOR SHALL NOT ALLOW THE DISPOSAL OF ANY WASTE MATERIAL SUCH AS, BUT NOT LIMITED TO, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, ETC. IN THE CANOPY AREA. 3. NO ATTACHMENTS OR WIRES OF ANY KIND, OTHER THAT THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. 4. NO FILL OR EXCAVATION MAY OCCUR WITHIN THE DRIP LINE OF A TREE TO BE PRESERVED. E LTEXAS SEAL I. THIS SEAL APPLIES ONLY TO THE NEW WORK. RELOCATE 3 CEDAR ELMS RELOCATE 2 LIVE OAK RELOCATE q NELLIE R. STEVENS HOLLY A DEMOLITION PLAN /N 80' 4 , N O N 0 ti 0 0 U F- vI Z 0 0 0 LLI Perkins&W*111 2218 Bryan St., Suite 200 Dallas, TX 75201 t 214.283.8700 f 214.283.8701 perkinswill.com CONSULTANTS CIVIL RLG ENGINEERS 12001 N. CENTRAL EXPRESSWAY SUITE 300 DALLAS, TX 75243 STRUCTURAL PONCE-FUESS ENGINEERING, LLC 3333 LEE PARKWAY, SUITE 475 DALLAS, TX 75219 MEP WSP 3102 OAK LAWN AVE. SUITE 450 DALLAS, TX 75219 LANDSCAPE KENDALL + LANDSCAPE ARCHITECTURE 6976SANTA BARBARA DALLAS, TEXAS75214 OWNER METHODIST HEALTH SYSTEM 403 W. CAMPBELL RD. SUITE 205 RICHARDSON, TX 75080 FACILITY METHODIST SOUTHLAKE MEDICAL CENTER 421 E. STATE HWY 114 SOUTHLAKE, TX 76092 CONTRACTOR BECK Group 1601 ELM ST. SUITE 2800 DALLAS, TX 75201 �" �PNDSCgpF 07.01.2021 PROJECT Methodist SOUTHLAKE HOSPITAL METHODIST SOUTHLAKE MEDICAL CENTER 0 Methodist HEALTH SYSTEM ED EXPANSION AND RENOVATION KEYPLAN ISSUE CHART MARK ISSUE DATE Job Number 147542.000 TITLE DEMOLITION AND LANDSCAPE PLANS AND DETAILS SHEET NUMBER 1" = 30'-0" 0 20' 40' 1" = 30'-0" 0 20' 40' CASE # ZA21-0050 LO 1 m02 © 2021 Perkins and Will MULTI -STORY STONE AND STUCCO BUILDING LOT 1R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D21J057720 P. R. T.C. T. FF= 632 09--., FF= 632.07 I, FF= 632 05----__ FF= 632.07 FF= 632.08--\ s=�z s O,o� CT R �9NT 27 / W 629.71 27 / P x 628.62 / 6 28 /x 629.06 x629.47 629.76TC 529.30 29. 6297TC G 6' \s 26 r 0 629.26TOP / 628.976 . N 28.08 / 619.24FL 8 PVC (NW) 623.8 x62 .7 80 629. 7 CM 618.80FL 8 PVC (NE) / 62922 x x 6 / 628.7 BM# _ AM �� LF or GF s o x s?9 og x 629.33 j 629.22 x 629.57TC p 629. 6� 628.3 x EDGi 6q I FigTo c9 628.82G 629.6 TOP 629.05 x a J 'S �P x x / 0 6225 L 24'PVC (SE)I 629.26 629.18 x 628.9 F7� 2 s 10 x / 62 49TC ry O �9eC��20Q ,3j R 62921 / / x628.8629.04G BB P x 629.17 I -ram 629.07TC � OS Qy 628.659 2 631. 90 6 1' 30. 79 x 629.20 / - 629 1,628. 37 628.57 x - x 629.0 I e x 631. 80 630,53 6 / 6 1.7 TC ; 63P 41 TC a a / x 628.63 628.0 Oi 31.2 G 63p.04G 29' 62958 x628.95 i Fona nQ �V UTILITY EASEMENTV� 2g x Q 0=3 � 0. 02 x 629.801NST. NO. 0212064089 x 629.27 628.98 x 628.48 x 628.0� / 6 O.P.R. T.C. T. 619.36FL 24 RCP (E) x 627 47 / D x 626.53 EAST HIGHLAND STREET (A VARIABLE WIDTH RIGHT -OF -WA Y) a LOT 2R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D21 JO57720 P.R. T.C. T. x 631.06 33 �o 0 o� �P �P x 631.09 631.02 630.85TOP 617.25FL 8"PVC (E) 623.71FL 8 PVC (E) 616.99FL 8"PVC (NE) 617.09FL 8"PVC (SW) 5 STORY STUCCO BUILDING - PARKING GARAGE I / 626.52TC 626.07G I I I I I I I I I I I I I -----626'6Z------------- I ------------------------------------------------- -------------------------- I I I I I I I I I x 625.29 I I I I I I 66 TC I ?521G I I D ------------- T ------------------------------------- I I f ----- I I I I I I I I I - -------------------------- I I *4 h rIA SOUTHLAKE Pap 7.055 OR. Chapel C-Wy VICIIVITY AIAP NOT TO SCALE KTY ffAP NOT TO SCALE LEGEND 668EXISTING CONTOUR LINE 668 PROPOSED CONTOUR LINE 667 45TC EXISTING SPOT ELEVA TION 666.95G 667 53 x EXISTING SPOT ELEVATION 66763 CALCULATED SPOT ELEVATION 668 20TC PROPOSED SPOT ELEVA TION 667.7OG - - - - - - - LIMI TS OF PA VEMENT SA WCUT PROGRESS SET FOR REVIEW ONLY ISSUED 07/19/21 THESE DOCUMENTS ARE FOR DESIGN REVIEW AND NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: PHILLIP BRUGGER TEXAS PE #120083 BENCHMARKS.• CITY OF SOUTHLAKE MONUMENT 26 L OCA TED 29 f EAST OF NORTH WHI TE CHAPEL BL VD. AND 366 t SOUTH OF EAST HIGHLAND STREET. NORTHING (Y).• 7033094.233 EASTING (X): 2382298.864 ELEVATION (Z) = 681.54 CITY OF SOUTHLAKE MONUMENT 27 LOCATED IN THE EAST RIGHT-OF-WAY OF NORTH CARROLL AVE. ON THE NORTH SIDE OF THE ENTRANCE TO ✓ACK D. ✓OHNSON ELEMENTARY SCHOOL. NORTHING (Y): 7OJ4097.955 EASTING (X): 2387468.034 ELEVATION (Z) = 611.12 CASE # ZA21-0050 LG 0 10 20 40 (FEET) 1 inch = 20 ft. RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY #300 DALLAS, TX 75243 5601 BRIDGE STREET #420 FORT WORTH, TX 76112 214-739-8100 WWW.RLGINC.COM TBPE FIRM REG. F-493 GRADING PLAN LOT 1 R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT ADDITION LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS REVIEW DRAWN DATE FILE NUMBER SHEET RLG RLG 07119121 2113 042 C1.01 a *4 h PROGRESS SET FOR REVIEW ONLY ISSUED 07/19/21 THESE DOCUMENTS ARE FOR DESIGN REVIEW AND NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: PHILLIP BRUGGER TEXAS PE #120083 8"SS 12"W I/A SOUTHLAKE Pap 7.055 OR. Chapel Cemetery VICIIVITY MAP NOT TO SCALE ATY MAP NOT TO SCALE LEGEND EXISTING STORM SEWER PROPOSED STORM SEWER LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE BENCHMARKS - CITY OF SOUTHLAKE MONUMENT 26 L OCA TED 29 f EAST OF NORTH WHI TE CHAPEL BL VD. AND 366 t SOUTH OF EAST HIGHLAND STREET. NORTHING (Y).• 7033094.233 EASTING (X): 2382298.864 ELEVATION (Z) = 681.54 CITY OF SOUTHLAKE MONUMENT 27 LOCATED IN THE EAST RIGHT-OF-WAY OF NORTH CARROLL AVE. ON THE NORTH SIDE OF THE ENTRANCE TO ✓ACK D. ✓OHNSON ELEMENTARY SCHOOL. NORTHING (Y): 7OJ4097.955 EASTING (X): 2387468.034 ELEVATION (Z) = 611.12 0 10 20 40 (FEET) 1 inch = 20 ft. CASE # ZA21-0050 RLG CONSULTING ENGINEERS 12001 N. CENTRAL EXPRESSWAY #300 DALLAS, TX 75243 5601 BRIDGE STREET #420 FORT WORTH, TX 76112 214-739-8100 WWW.RLGINC.COM TBPE FIRM REG. F-493 UTILITY PLAN LOT 1 R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT ADDITION LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS REVIEW DRAWN DATE RLG RLG 07119121 FILE NUMBER SHEET 2113 042 C 1.02 [3rainage Drainage lme of Runoff 2-Year Event 10-Year Event. 100-Year Event Area Area Concentration Coefficient 1, Q, 120 Q10 400 Q1Go Remarks No. (Acres) (minutes) C (in/hr) Ws) (°in/hr) fds) (in/ter) (ds) A 0.02 10 0.80 4.71 0,08 6.51 0.10 9,24 0.15 Undede:tained: Sheet Flow to FM 114 8 0.75 10 U0 4.71 2.83 6,51 3.91 9.24 5,55 Detention Pond C 1.39 10 0_80 4.71 5.24 6.51 7.24 9:24 10,28 Detention. Pond D 0.72 10 0.80 411 2.71 6.51 3.75 9.24 5.32 Detention Pond E 0.43 10 0.80 4,71 1,62 6.51 2,24 9.24 3.18 Detention Pond F 0.21 10 0.80 4,71 0,79 6,51 1.09 9.24 1.55 Detention Pond G 0.23 10 0.80 4.71 0.87 6.5.1 1.20 1 9.24 1,70 Detention Pond H 0.22 _ 10 t1.80 4,71 0.83 6.51 1,16 9.24 1.63 Detention Fond € 0.18 10 0.80 4.71 0.68 6.51 0.94 9.24 1.33 Detention Pond J 0.06 10 0.50 4.71 0.14 6.51 0.20 9.24 0.28 Detention Pond: Landscape Inlets K 0.12 10 0.80 4.71 0A5 6.51 0.63 9.24 0,89 Detention. Bond M 9.83 10 0.80 4,71 3.13 6.51 4,32 9.24 6.14 retention Fond N 0,56 10 � 0,80 4.71 2.11 6,51 2,92 9.24 4A4 Detention Pond 0 0.18 10 0.80 4.71 0,68 6.51 0.94 9.24 1.33 Detention Pond P 1.14 10 0,80 4.71 4.30 6.51 5,94 9.24 8.43 Detention Pond Q 0.25 10 0.80 4,71 0.94 6.51 1.30 9,24 1'.85 Detention Pond R 0,37 10 0.80 4,71 1.39 6.51 1.93 9.24 2.74 Detention Pond S 0,37 10 0,80 4.71 1,39 6.51 1.93 9,24 2.74 Detention Fond T 0.52 10 0.80 4.71 1.96 6.51 2.71 9,24 3.85 Detention Pond U 066 10 0.80 431 2,49 6.51 3.44 9.24 4.88 Detention Pond V 1.22 10 0.80 4.71 4.60 6.51 6.36 9.24 9.02 Area released undetaineid with current development. Detention Fond Sited for Area W 0.54 10 0.30 4,71 0,76 6.51 1.06 9,24 1..50 Undetained: Floodplain Area (Undeveloped) X 0,67 10 0,80 4,71 1 2.53 6,61 3.49 9.24 4.95 Detention Ponca Y1 0.27 10 0.30 4,71 0,38 6.51 0,53 9.24 0.75 Undetained: Sheet Flow to FM 114 (Undeveloped Area) Y2 0.30 10 0.30 4,71 0,42 6.51 0.59 9.24 0.83 Undetained: Sheet Flow to FM 114 (Undeveloped Area Y3 0.31 10 0.30 4.71 0.44 6.51 0.61 9,24 0.86 Undetained: Sheet Flans, to FM 114 (Undeveloped Area) Z1 0.07 10 0.80 4.71 0,26 6.51 0.36 9.24 0.52 Undetained: Sheet Flow to FM 114 Z2 0.15 10 0.80 4.71 0.57 6.51 0.78 9.24 1.11 Detention Pond Z3 0.22 10 0.80 4,71 0.83 6,51 1.15 9.7.4 1..63 Detention Pond 24 0.07 10 0.80 4,71 0.26 6.51 0.36 9.24 0.52 Detention. Pond 25 0.07 10 0.80 4.71 0.26 6.51 0,36 9.24 0.52 Detention Pond AA 0,12 10 0.50 4.71 C1,28 6.51 0.39 9.24 0.55 Landscape Inlets B 0,18 10 0.80 4,71 0.68 6,51 0.94 9,24 1.33 Undetained, Street Flow to FM 114 cc 0.15 10 U0 4,71 0.35 6.51 0.49 9.24 0.69 Undeta€ned: Sheet Flow to Highland Drive DD 0.05 10 0.50 4.71 0,12 6.51 0.16 9.24 0.23 Undetained: Sheet Flow to Highland f,7rive EE 14,53 15 _ 0.30 3.90 17.00 5,533 24.10 7.98 34.77 Future Development Area FF 0.65 15 0,30 3.90 0.76 5.53 1.08 7,98 1.56 Undetained: Floodplain Area (Undeveloped) GC 0.24 15 0.30 3.90 0.28 5,53 0.40 7,98 0.57 Undetained: Floodplain Area. (Undeveloped) HH 0.16 10 0.80 4.71 0,60 6.51 0.83 9,24 1,18 Mechanical Yard Drains OS-1 4.54 15 a- 0.30 3.90 5.31 - 5.53 7.53 798 10.86 Off -Site Area to Future Area EE ww OS-2 O.69 10 0,90 4.71 2.93 6.51 4.04 9.24 5.74 E. Highland Drive: - Culvert "A" OS-3 0.65 10 0,900 4.71 2.76 6.51 3.81 9,24 5.41 E. Highland Nve - Culvert "B" OS-4 0,90 10 0,80 4.71 3,39 6,51 4.69 9.24 6.66 Nursery to 3xDOT Inlet Si-49+336R. TX1 0.28 10 0.90 4.71 1.19 6.51 1.64 9,24 2.33 Tx DOT Frontage Road Drainage TX2 0.21 10 0A6 4.71 0.89 6,51 1.23 9.24 1.75 TxDOT Frontage Road Drainage TX3 0,29 10 0.90 4.71 1.23 6,51 1.70 9.24 2.41 Tx DOT Frontage Road Drainage TX4 0.36 10 0.90 4.71 1.53 6.51 2.11 9.24 3,00 Tx DOT Frontage road Drainage TX5 0.94 10 0.90 4.71 3.99 6,51 5.51 9.24-4 7,82 Tx DOT Frontage Road Drainage '*C' 2, 9dndc Nate: Site has approximately 150% open space. Per Table 2.1.4-2 Runoff Coefficients, 10% open space has a runoff coefficient of 83 and 20% open space has a runoff coefficient of 76°lu, interpolating between eaas Addttten those at 15% results in a runoff coefficient of 80 Volume jW-i4z P.ge 141 rmo 1. Mock I / ] \ ,. � � r �. \ � ✓ �. �' 1 b� 84 Lot 1. WoO l4•:.40 I tote me . -Chlom s 2 i 142 � � � W*n It � ~ . � t � \ 0 � - � i �J. ��� - � � n � � AM N AFF Ar i �"' . m 'at' •' li #` s - c =�:t u6s�saai,l;�[�ts FP; �. � FEMA Panel 48439C0085K (DR TCT,i L T IR,. BLOCK 2, (3.b� dated September 25, 2009 REWSEL) 9 LQT 2R, SLOCK 12, 1 i Sell +fERPLACE ADMOty REWSED cc I ' VOL U E .386--96, PAGE 83 . StJ lAIERP' 4 nr ADDf 77ON OS--- I A-, CASE # ZA21-0050 (@ least 72 hours prier to digging) Issue Elates: Revisions: Date: �,,,g. ti� t�3tt � I Sheet No. 1 10/21 /11 1"ROS'"% ULTANIS � •� • T���� r FOREST Il pARK ME Ir A T CENTER A l SO UTHLA , . C _ ___ ¢.► . lie 1�lnnun i 27 3 01 / 13 / 12 3 131 S. Tennessee St. McKim ey Texas 75069 N ,D. Located 29± east of North Mite Chapel Blvd. t eaemoited in then east right-of-way of North � < � forestpark medicG$`t�t!'eS3 terCDfand 3W± south of east �iighland Strut. Carroll Ave, on the nsrrth side of the entr anc:e 4• 02/06/12 4eJ72.5G2,44�� Tcxas )'. it Ici. �593a ��4738 '�p' `� Northing (y). iU=%4.233 to Jaen D. Johnson Eieneritrrry aclavrl ,�g •,�r fg Fasting (ac); 238?281313fi4 Northing (y): 7034097.955 5 02/14/12 a Drawn By: Checked By. Sca e: r,;�`g'I�NA ��•'�� � � �� � ��x• �` � � �r�je coNa. Ele:vevatiot (z) = 681.54• Easting (x): 23874613034 issuers for o� p �1'y�®y,r►'o"` ile tion (t) - 611.12 Construction 6 R.G. J.D.H. 1= 100 �� �� CITY OF SOU T`HLA.IE, TARRANT COUNTY, TEXAS 1 11�5"7