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Item 7C Plat'BJILDINCo - �-OLT —O,T E EVA ON EU -:- ' N� - V ON SITE PLAN OITY OF SOUTHLAKE APPROVED -- APFRP/AL rer ulrraoRl>f ANr woRK w GONFUCT w1ti Am coves vR oRDixauces. vePAprHwr of DNr __,.. icg APPPOV® er PLAUrF DATE lill% BLAKE ARCHITECTS 1202 S. White Chapel Road Suite A S p outhlake, Texas 6092 817 -SRS -9397 DATE: OCT. 31, 2011 SHEET 2 OF 5 llll J.Nr- _A - EAST 'SI E) ELT EUl_D I NG 'A - WN- E ON 6 1 U H U 'Q W u 'b �ll , 9 ? � SITE PLAN ZAII - 060 FOR WATERMERE MEDICAL PLAZA 2HI3 5OUTHLAKE BLVD. ACRE TRACT CITY OF 5OUT14LAKF TARRANT COUNTY, TEXAS 76012 OY9Sft: MAW 6ROJP 11P I 914 UP9COM® T 96104 91] -849 -8316 A°PLIOAM: RO6Ht(SCIP)9LAKE 13415. WIRE LHAPEL ROAD, 5111E A I SOVfHLAKE, lE%AS 16093 1a: G1- 49B994t FA%: BA -251 -9205 lill% BLAKE ARCHITECTS 1202 S. White Chapel Road Suite A S p outhlake, Texas 6092 817 -SRS -9397 DATE: OCT. 31, 2011 SHEET 2 OF 5 llll J.Nr- _A - EAST 'SI E) ELT EUl_D I NG 'A - WN- E ON BUILDING 'B' - IN °ST (FRONT) ELEVATION i � i � Y,�'Y4 y �y° � �� "Y' : �.:: -I� � N*Y }n ��YYY't( YY✓ 1 V'y��"n" - Ell 1 � �8 c �ll � F-E PUiLDIItG 'B' - SOUTH !SIDE) 3EVATION BUILDING 'a - EAST (¢EAR) ELEVATION SITE PLAN CITY OF 50UTHLAKE APPROVED SHET _ of AFFROJAL noes NoT amiowze ANr HeRc w wNFUCr vurH Axr woe oR oROInANCES. vePARTN®vr of oEVELOPNmar sERVICv APPROVEp Bt' PWlIER DATE N C c U W r W� F m '® BLAKE ARCHITECTS 1202 S. White Chapel Road Suite A Southlake, Texas 76092 817 - 488 -9397 DATE: OCT, 51, 2011 5HEET 5 OF 5 5L''iLDIN6 'B - NO '- ELEVATION K �8 �ll � F-E S � I 11111 i11 � I 1 1;111 II 9 s � SITE PLAN ZAII - 060 FOR AATERMERE MEDICAL PLAZA'; 2513 SOUTHI BLVD. ACRE TRACT CITY OF SOUTHLArF TARRANT COUNTY, TEXA5 76092 OWNER: MAW 6RdJP LLP 914 UP5GOM6 FoRr woRrH, rEWS Tbloa iFJ-E •412- 849 -8216 A•'PLIOPNi: R08ER (SKI %BLAKE 1202 5. WHITE LHAPE- POPD, SJITE A S L:61 AKE, -qo 76092 HIT- 488-0341 F PX 81-81 -3205 '® BLAKE ARCHITECTS 1202 S. White Chapel Road Suite A Southlake, Texas 76092 817 - 488 -9397 DATE: OCT, 51, 2011 5HEET 5 OF 5 5L''iLDIN6 'B - NO '- ELEVATION 1 (TI 1, HLDLI 1 WATERMERE AT SOUTiLAKE AD CAB. A. SLIDE 21EI P, R. T. C. T. LOT 3, BLOCK 1 WAT._RMERE AT SOUTH AKE ADDITIO, . CAE. A, SE.DE 1146: P. R_TC_T_ VO'_ 11279, PG. 468 D, R.T C. T_ PRE-DEVELOPED SITE DRAINAGE DATA MARK AREA C T. 12 Ito 1100 42 DID 0100 (AC) (MIN_) (I_G, TIN /H R) (INIHR) <—, (eFSI ( ^FS) _ �. At.n A2 3.26 0.50 IS 4.5 6.o 9.6 7 10.6 15.6 T (CREEK) RATIONAL METHOD CIA = Q DEVELOPED SITE DRAINAGE DATA ARK AREA C T. ;2 DO 02 GIG Q100 (AG) (MIN_) DN /H I) IIN'LR__ON1HN' I—) (OFSI ­N' A l I.00 0.06' IC 4.71 6.51 9.24 3.1 4.3 6.1 BYPASSES DETENTION A2 2 26 0.66• 10 4.71 6.51 9,24 7 G 9.7 13.8 TO DETENTION RATIONAL METHOD CIA = Q RAINFALL INTENSITIES PER CITY OF FORT WORTH (ISWM) RUNOFF COEFFICIENT FOR UNIMPROVED AREAS - 0.30, FOR DRIVES. WALKS AND ROOFS C = 0.90) -FOR SIMPLICITY, WE HAVE USED A CONSERVATIVE RUNOFF COEFFICIENT FOR THIS SITE EQUAL TO THE FOLLOWING: FROM SITE PLAN, 4D% OF SITE 15 LANDSCAPED AND 60% IS MPERVOUG. CONSIDERING THE TXGOT RIGHT -OF -WAY GRAINS TO THIS SITE AND IS NOT USED IN THE SITE PLAN CALCULATION, THIS IS A VERY CONSERVATIVE ESTIMATION C (AVERAGE) _ [0.40(3.26)(0.30) + 060(3.26)(0.90)]3.26 H 0.661 '.Oi13:01 Ga AM N LCT 2, F (DEDICATED AS A WATERMERE AT 101 'CAB_ A, SLIDE 124 OETENTI UP CALCULATIONS: SITE SHALL BE DESIGNED SUCH TH i POST - DEVELOPED RUNOFF HE SITE DOES NOT EX CEED DEVE TOPEO RUNOFF AI OfIIGNED PER BY GSWW FOR WATERMERE (C-D.50 FOR THIS PROPERTY, 0100 PRE = 15.6 CFI POND DESIGN: 0100 ALLDWABLE LEAVING POND = OPRE-OBYPASS - 15,6 - 6.1 0100 TO POND - . AREA = Q - 2,26 ACRES C AV = 0.66 TC = 10 IN LEGEND _ _L90__ EXISTING ELEVATION CONTOUR \ 690 \ PROICDIl ELEVATION CONTOUR FLOW DIRECTION DRAINAGE DIVIDE DETENTION POND CALCULATIONS (MODIFIED RATIONAL METHOD) PONDPACl/ VERSION 9.0 WAS USED TO DETERMINE CETENTION POND CAPACITY NEW EVENTS AND OUTFALL STRUCTURE DESIGN - FAN D CALCULATIONS WERE USED TO VERIFY OUTFALL STRUCTURE pESIGN. a F A s _ .ao0o rvrc s Retu1n Frea: too r /- - - - - -- •oCrox. T OUro£I an £or Nax. Sxcro.. ....... Coal. £ocror:t. 00� _ _ -_ -- 4P1 - "- ___ _ ____ coax ---- -- - -- -o --- eax •i e.or�on 6 - o..T �aa - O �E a 1xc r>aL !1 ft y , \ \� sews, -eU' ;UNNFCTION BE W ITHIN / \ COISTRUGi e. 014.. 54NITA Y TEwEft M NHOLE ON EXISTING DI A. NI SEWER LINE \ \\ OD EET DF E IRE pRANi fe R LOT 1 BLOCK 1 // I ) WATERMEFE AT SOU 4 AKEE,, /ARDITI V ( E 15TI CIA. CAB. h SLIDE 12461 P RA,C T. LOT 2 BLOCK SANITARY SEWE LINE \ (DEDICATED AS A PUBLI ^, PARK) I L01 BI((K 1 \ j Q w ( \ WATERMRE AT SOUTHLAS� F o.�r?� It AOOITIOU \ M WA RMERE Ar SOU'H AKE ADDITIO _ys_9� §CIDE1T6"`T } ll4T I- Z ' f f � � I�AE I - z S r 1 R. IS D ST sE R LINE D. SOY. FTH T Y e w I II 50 ROADw4+ BORE (PURL ILI ry 'V \ fC r) I V �.,. \. F - J \ j FUI2%s ND P ST W iE A. x L E Ex lsr inc '�.�� I - 6,. 6 FIRE HYU.NT V wl in A R L N L E. TPAII TAC 711 � { , �, TAPP INGIVnL \ SO _ 1 A 4 4- N f E -D x,S,,KD FIRE HYDRA T r - - - - - - - - - -- - ' 'RV _ r I _ _ - _ .._. _. .._ - - - - - - - r - - FLRNISH ANO [ESTAPL �J - - _ - - - \ _� \` \( axr n ROD, TMO IT a _ _ _e - URNISH SippL: - DUMESiWC METER c. r. F AND IN Pz `\\ \ - ! t - SERVICE u' , 1 DOw'STWC MET 5 6 G L 0 FILED REGLEEPI 5' FORM u I ZPLUC FROM BLOC SERV KEEP) p \\ AND i - FURN ISN N TALL: _IRK LAT oN I FiTER 1 _ T ( xE(PDRPOS IL I') T — -- , - . . AID AIC IT Z D ]SR6 L I DI . iARY 3p 1 \ T SEWER SE ICE 2 DOA MIN. LUG 5' FROM BUILDING 1 � !PRIVATE REF MEP1 I FURNISH A U INSTALL' IUS _ % (Y NO J TEE ' gg ,�dp $ U NISH GATE VALVE 56 F 0 6 FIftE SERV I"E � SIDE BUILUI GwE \ f CDNS RUCT 4' 01 ', �, 3i E'E- MANHDLE ( UE D E ( \ - F I IF WER E S 2R 0U_]. M E / I 28 O L.F d 1 li . - -.. .- RU -- Ir SANITARY PPR I L G RN Q ~ Z W a BE >a W Lj > 2 e ®® TX / Z o UA LJL ( J = L 1 / 6 + 1 _'—/ - \ t K)� \ 15 1 FU LL - I 2 LE F. 6 DIA. WATER LINE - EDUCE I \ 11- FIRE U T I Cfl Z r- Q Y (n. ED } z Q 5 o c 'I I \ [ °a aTr, I o LL- 00 z EYE o . a Dry -�� . A vv f ( �� WATERF IMPROVEMEN s DF .. P A. ,F ,, OFD. � m > v O W a a T EL ' OT L BUCK 2! / LOT 2 Lx w( N 1. ILI 1A111 LINII SIXTL IT PIPE 11 nx 4 ITA.D< o 1 I a WATERMERF AT $Q HLAKE AOJITIOIV (DEp(GATED AS P CAB. A, SLIDE 1 F. R. T. C. T: - J 'RMERE AT SOl NOXIC T.1 TIP 11 111A IIAI 11 LINE COxxFC'rOas EHA11 1 BF CAPRFSS Cx TrPF w TH sip x O I .I ��` / / Q TO n /� \\ l I �j «o nauD xc v M c'[ FRr RE D 'A". I. TO El 11I.11D ON C111 1171 1- 1111 LITT11 I y I _ �_ _ 1 \ p \ 1. ILL S EC. Fs T .LL SERV IED R TD DE I N x HIM , • sDR s N.LENE D TESTED Foa LEn..1E I'D FILL .D E sYST1I s PREREDRE o E LD a }' z o � p a m I 6 HroR.NT x. x T. w ,H . FA , Rr PR ., x Y. NY RANT s s a eE s LLED I c o D SED IMa co c L D s a o��wa� z - LL 0 IN z v I i fix, 3 o D.D ��' — _ — f , P. T , Tx T.. ILL DF IN FD D F LI D TD F L DR n G. ANT HE I—Al LDCATHD D LL I STHIDT I TYP Dr THE N. D IDx,HAITOH.w r: Dry — s J T \ _.. I . _ I u -- \ ` - — - -- -- —_ _ .. - — — - T65 Af R '' E S HoFiN & TOAD PROPERTIES, LC. — '- - - - - -- I DLDEI DDT PFR DETA L Dry HE HYDxpx,s sx.LL DE ECU FP Ill. >D ER ICKNEDTICx .ITH "T,ERFL, _CS wxDx . .TER L s ,NE s HDHED. TIE I s s ILL DE LnPPED AID YALDES ADDED IN EITHER DE 13 Cp LuC RET 11 ALL FIrt NCS STA L E D 1 S AND E ENE NE E ,a FOR v.LVCS INSr.uED .- .xD DEEPER..DD Exrexs' iM „ nTEx R xc z OR 3 m I VOI.. ill a, PG_ 468 D H I (;. I: \ / SEWER IMPROVEMENT NOTES a PR Ssu E DNDER ROPOSED wn SSINCS z s14 TAL LL N1 sow T Ns. Ps. HF $ 8 ' ------------ - - - - -- - -- " E AO M x :N . LIDING ALL wF < FT. DI,MFTIP IN AETDRDnIII.11. =T.ND.RD ­1 DF _ CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG D _ BDTTIN IN ALL = NITIRY SEER NAI.OLES ITY D1.11 —1-1 lI ITIIFTI All TO .1 ACT.D AND T _ CONSTRUCTED PER H 5 FE n S. - LIlTS All 11 — 1 — SO TIAT TESTS -_ I - STANDARDS AS AMENDED BY THE C 1 TY OF SOUTHLAKE OF THE DESIGN STANDARDS AND DETAILS. WHICH ARE THE DETAILS L NIT BECN wCRH UNTIL I- CF 1.UTRLAXI LAI APPRC,ED ALL TR• INCLUDED AND MADE A PART OF THESE DRAWINGS. ' H SLIEET ,,. ANT EF ICE TIEII. TR Ax E.ISTING wANHOIF NIIT RE III C1.03