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Item 7 - PlansThe ParQ Southlake Office Building 351 W. Southlake Blvd Southlake, Texas 76092 u MTOWTH OCT 102018 e,u�eree erMwnNnuwLgol.aVrceque GaPITh Pm. so -u W e EUV njiFe Pen swma..w nceptivemm MCEPTNE SIOBELMPDR. I LER,T 7W13 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 neW+xo.e.. Lon.al anEw A.u. awc0alevnas.l ��,e.ANp vin {r NJ. TBJt2 py 9TF OF t�+ otoerzole BSM Wm. COVER Case No. ZA18-0030 PFM..., G-000 P,.-.. Permit Set a� x� �o U0 MARM DATE OESCMPnON neW+xo.e.. Lon.al anEw A.u. awc0alevnas.l ��,e.ANp vin {r NJ. TBJt2 py 9TF OF t�+ otoerzole BSM Wm. COVER Case No. ZA18-0030 PFM..., G-000 P,.-.. Permit Set CONSULTANT LIST CIVIL ENGINEER ZJM ENGINEERS, INC 7501 WOODBRIDGE PLACE GARLAND, TEXAS 75044 972.741.6414 LANDSCAPE ARCHITECT DFL GROUP, LLC 8233B MID CITIES BLVD NORTH RICHLAND HILLS, TX 76180 817.479.0730 STRUCTURAL ENGINEER H & A ENGINEERING, INC 731 EL BARCO CORSICANA, TX 75109 817.268.8621 ARCHITECT CHAD W ANDERSON, AIA 1510 BELLNAP DR. ALLEN, TX 75013 214.213.2904 MEP ENGINEER MEP CONSULTING ENGINEERS 2928 STORY RD WEST IRVING, TX 75038 972.870.9060 CIIMILIW AkswnYlwXryWa�emVrueptia C,wpI1M P,N.SrptlepuLnj.M Ps09wNie,x nceptive>->>> INLEPTNE 1510 BELLNAP DR, ALLEN, TXIWI1 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARX DATE DESCPoPTON "Ina Xeue 4NN%ePmiISM EPEC Aq0 IV�Oy�.ANp �y/� ¢ xq 4 N� Aa3i7• pq 9rF OF ,��t 0VWi01a 8Aee1W- INDEX Case No. ZA18-0030 snM x.ma, G-001 P" -flew. P.Rnil Sal AVEET- 19AMX,Me, 6AMW- A4LHIELTLAE 0.ID1L LMQ'i F%ffPodi FifVp1KN$ ALiL LMpt EATWpt EI&pMkN camN MEEWR GPoI XGIX IXNL u NTERAR W PANG RM W CRVMN3 PLW u pWNaERAN W ERMWcapRa Na Cd NXRIRNI W ERLIgMLgY1R0.pE1M6 u smRXB¢rau 1AMIYAPE LI 1FFFhAESERVGGN%0.Y W aYfFF1i YNW P1IN W INpSCIPERN! W RAamcDEraLs W RNlIIM'.sRcs La nwsPELa aTRCT P ala PaJGAEXXIRN! su PaLLGATXW OBMa si0 sE4IXb RaC1tFRUaIARAV v.l RMf RNHXGNa ttz rawmRMFmALEAGRan aG11TELNPe AM1 MBUL IGTESAX]SL1�.AE6a AIR RLdtRM'S ANT LBdRE.WSTNR0ETAU Awl P%TERGRMATION.fRIXrt AD: E%RApRBF/ATICN.REM "T IXIEPIOR EUNARON-LEFT ASM IXLEROR EUVARON-RW Aql wauaEcnpxs RNI /GCE4gdIRYHG/LCES%ft![EINLB BEEIPoLk EMI RFC1R1U1 EEr E.tol PW.ElPEAEA BFCIPoL4 NN.RRSTRWR FwE ¢ELTwLurYa,ERRal.aBuroRppX FMI FLECIWLµ LNNpNGPLW.FlIffii R4M EM3 EILCIPoCNLMNItlG PJN.a9:U,p ROpR EL11 BFCIPH �18LI3CUS3 E.V1 EIEt1GG^L &MpAEa F111 FIEI:1PoG19EdMAnLNS FlRPRJIECIXAY BMI FlPE %IOlEC1YNI tG4LielEET BM01 FlREfAD1ECMWFlRSi ROLRRAN WM03 FlP£fRO1ELIGXSSCXp RMRRN! AE RQXM. N%I IELWHCµ=ERa k101 AE<WNCN%ANiL45i RCCR ILIEt AEtHWCa PLW.SELgA FLOJR NI03 AECHWL4 MMI IE04NLLLpFINIS mm. PMI Pal GLgEQ&EEf .1PL RLI.BUMM M59IFRy. FlRST RWR P-10$ RY1.9SIIFFLTFNI1G-SECpA RQ'R NRY-RCdFRNI mi RMI D."RE RLAgIGWAtIENDYcM.RRaT RIXMt RMi RU9NGWA41FAroNNr�SKIXIpRMR 0.M3 RU9NaW/SiENUY9n-pCCf ROa Rnl Rua1G5LNEpuEs P♦)1 RuaxDDETULs nceptive>->>> INLEPTNE 1510 BELLNAP DR, ALLEN, TXIWI1 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARX DATE DESCPoPTON "Ina Xeue 4NN%ePmiISM EPEC Aq0 IV�Oy�.ANp �y/� ¢ xq 4 N� Aa3i7• pq 9rF OF ,��t 0VWi01a 8Aee1W- INDEX Case No. ZA18-0030 snM x.ma, G-001 P" -flew. P.Rnil Sal I DOOR SCHEDULE MATERIAL NOTES GENERAL NOTES ..R. _ —B VENEER TDBENDBBEDe.wL,E—.IIBI.IEEEEN1. E] CBIIARpL6 mRw�,wEE.NDwLEW� m --Re DDDRN�,NN EER,pRNEeDI�R6DR6R�DDDRINDRNNN. wR�A.WivRiR�ioA1.�LNN-��RERDNWALL.IRER INTERIOR FNIISH NOTES CONSTRUCTION NOTES IA. FPp„YFNwNlF RR 6..ED.V01. 1. 641v9.N. R,,, WINDOW SCHEDULE NOTE: FINAL WINDOWSMEANO FINISH TO BE SELECTED BV OWNER IMARKI k 1 W H TYPE MATL FINISH REMARKS N 1 78 1 3'-P S-tl FUED NNn PLANTED B 1 Y -T Y -V FUEO —RE 11 00 PIAN NORTH TRUE NORTH iIAWILII*i �Dw.w,.xrDRulnmm,RDrD-ax,N.L ERcmcuuoduew AmT.D'NrN,�EwnaEEmTEa uRw.wp"�w.Esv,6m uwErE'oR'�Em . BAB ALL BE wETRry RE.E.B. eEFEBAEEBAIAALLL�..REa RII.EDEB.1—,,A,. w BLBeD.Esws. m,asvwwTO w.IEC EmDmEn R11Lw. T«aEws,R wAN.:NaR>R..Twsxws wwcPnwE ]D ERD.IDElwM RNEREE.D.EsOIXspFD ]. VPD„DEIED WRN]W:EF 6«,w1E. w wq�1¢ RxY➢]DE,.R6ww„1E6AW D0.VMtlsnI.X,R,LLPEwpFDAWDA,SE6 :R` �.,6RI.Ew,D6EN.,,LEDNpNAR..6�E,wrDD,.N,L GREEN CODE IENERGY NOTE S FRAMING NOTES LIFE SAFETY NOTES EDIERRRIEE B we IEw.EED,6 ....1.I N �BRE,B, pYE s] pµN�wNZNM LLV R] ,O� 1 W D. A m Ywf£Rp6]AVZ WIEYELI,OAMtlICFM6m 1E 1N1dwR6 E YFIFLA WN BV SwLL EEDEERiEDTAREIu,EER STAIR NOTES M6A,E to w.YEMgVRHEIZpNRER6,lAw6ww RVw1R6 W'. 6Wu. EEB.EMBOFTEI RBI OMTNGbIwEWIE W BOr..EBERE.IDPIRR56EDIBBI.E Ndigppl6REWMUL6NNPMIWR6ALmII.E < rSW.LLN N'NNux,O L'WYW.VN M6rYRv.WgcMOIIELVdw'MIZNVNM BEOIMrG �RMWERER6ERIDeIG d,fl5w51NJDp1EW µwNANALLwYA PI qNEAwLENN94l OTA6��EALpA A EBB- ru.. N, Ew BEEBDEAALNERE6E A¢.w9ELBDI 6 BEfERT.T..1:o.L6� SITELOCATION' ON, BERBAE. _._. EM ;RBEBA WENT EINEXTRIETHROBLIRED .—M rO^ V J - 1E 1N1dwR6 E YFIFLA WN BV SwLL EEDEERiEDTAREIu,EER STAIR NOTES M6A,E to w.YEMgVRHEIZpNRER6,lAw6ww RVw1R6 W'. 6Wu. EEB.EMBOFTEI RBI OMTNGbIwEWIE W BOr..EBERE.IDPIRR56EDIBBI.E Ndigppl6REWMUL6NNPMIWR6ALmII.E < rSW.LLN N'NNux,O L'WYW.VN M6rYRv.WgcMOIIELVdw'MIZNVNM BEOIMrG �RMWERER6ERIDeIG d,fl5w51NJDp1EW µwNANALLwYA PI qNEAwLENN94l OTA6��EALpA A EBB- ru.. N, Ew BEEBDEAALNERE6E A¢.w9ELBDI 6 BEfERT.T..1:o.L6� SITELOCATION' ON, BERBAE. _._. D^'^ WENT EINEXTRIETHROBLIRED .—M 1E 1N1dwR6 E YFIFLA WN BV SwLL EEDEERiEDTAREIu,EER STAIR NOTES M6A,E to w.YEMgVRHEIZpNRER6,lAw6ww RVw1R6 W'. 6Wu. EEB.EMBOFTEI RBI OMTNGbIwEWIE W BOr..EBERE.IDPIRR56EDIBBI.E Ndigppl6REWMUL6NNPMIWR6ALmII.E < rSW.LLN N'NNux,O L'WYW.VN M6rYRv.WgcMOIIELVdw'MIZNVNM BEOIMrG �RMWERER6ERIDeIG d,fl5w51NJDp1EW µwNANALLwYA PI qNEAwLENN94l OTA6��EALpA A EBB- ru.. N, Ew BEEBDEAALNERE6E A¢.w9ELBDI 6 BEfERT.T..1:o.L6� SITELOCATION' PROJECT INFORMATION AEDIE,�.w1 wi6DpR.AR oe6w.,N.ME.d1wN NIB.�ERD..,BIB�R,,N,1IN R�mN�RNNwLD cd. .w EIEIRBALOIE A11Wg LBLIBT BOLE.LN..,D6DDE. mNlwEd<.RpLwRww,wmDERRD,�R,�EN�. R„ .6DE.,R1R.wNm,E„6,aE6.� .•..I,NNm,,aw,6Ep,Ep.,,� EM. 6wN,R,w—RR RR.a Rww,N,dNRw� D6aPAxnpp.ElO6,vA[mavelelRR6EI RENE REEnwnINwPPRNwRs.B,EN ,EE»RR R,NNR,E R RBR,RDLEa1N Rww6 w NROB RBRss R, RRINR w: NER.IR;NB, NLNN.NBT.II LLLVAB iEF.E 66rwE6mswx¢Eq Rgsxy W.LMVALLd AREBplW1N 1, I.Nm..wA'REE gwIAN,, vLW.... PAEEB'♦NE., f.B&ND Rq REE ..—BET 6 vRD PwRDmi.wwm E .mroLDE s o REARL a: GRAPHIC LEGEND RwNRRwwuLw'e,wl RwNRERwwu]rcs1w1 RwmL w,Iu16R1q IrRW ax fa a,wl lzxweNlsRll finldniERww,ulw.:a.NvwELw Rw w.ulR6wmn,EER rc 5,1mEmR ------- I—BRIEED'. NAssE. --_--_— .N ,ERERNL AEL. wNxwwDw Rrvau ROOM FINISH SCHEDULE E Wµ16 AIEwitO (m pFMLLRVR W, Nc�, 1EDeNOMFA Ip o. "WALL 1. ITEARB RE E BFAIEDZe , 6AN 41wmWDroRDw.N wN. REEAN. BD w�nawwE:Em.T . DBR awD i.sw6.awireB-IAABE uwfOv.ic°.EB SQUARE FOOTAGE SUMMARY dRWA'iDnEM6R WYEBB.I.E PATp6WaR0.W I ,.BNNEE ,Iry D. RSP 0.0 BBN .C£ AB � E. w..N uE- vn nceptiveS>>> INCEPTIVE 1610 EELLNAP OR. ALLEN. TX M013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 -•__PxoIECTLaAn _._. D^'^ rO^ V J - TRUE NORTH PROJECT INFORMATION AEDIE,�.w1 wi6DpR.AR oe6w.,N.ME.d1wN NIB.�ERD..,BIB�R,,N,1IN R�mN�RNNwLD cd. .w EIEIRBALOIE A11Wg LBLIBT BOLE.LN..,D6DDE. mNlwEd<.RpLwRww,wmDERRD,�R,�EN�. R„ .6DE.,R1R.wNm,E„6,aE6.� .•..I,NNm,,aw,6Ep,Ep.,,� EM. 6wN,R,w—RR RR.a Rww,N,dNRw� D6aPAxnpp.ElO6,vA[mavelelRR6EI RENE REEnwnINwPPRNwRs.B,EN ,EE»RR R,NNR,E R RBR,RDLEa1N Rww6 w NROB RBRss R, RRINR w: NER.IR;NB, NLNN.NBT.II LLLVAB iEF.E 66rwE6mswx¢Eq Rgsxy W.LMVALLd AREBplW1N 1, I.Nm..wA'REE gwIAN,, vLW.... PAEEB'♦NE., f.B&ND Rq REE ..—BET 6 vRD PwRDmi.wwm E .mroLDE s o REARL a: GRAPHIC LEGEND RwNRRwwuLw'e,wl RwNRERwwu]rcs1w1 RwmL w,Iu16R1q IrRW ax fa a,wl lzxweNlsRll finldniERww,ulw.:a.NvwELw Rw w.ulR6wmn,EER rc 5,1mEmR ------- I—BRIEED'. NAssE. --_--_— .N ,ERERNL AEL. wNxwwDw Rrvau ROOM FINISH SCHEDULE E Wµ16 AIEwitO (m pFMLLRVR W, Nc�, 1EDeNOMFA Ip o. "WALL 1. ITEARB RE E BFAIEDZe , 6AN 41wmWDroRDw.N wN. REEAN. BD w�nawwE:Em.T . DBR awD i.sw6.awireB-IAABE uwfOv.ic°.EB SQUARE FOOTAGE SUMMARY dRWA'iDnEM6R WYEBB.I.E PATp6WaR0.W I ,.BNNEE ,Iry D. RSP 0.0 BBN .C£ AB � E. w..N uE- vn nceptiveS>>> INCEPTIVE 1610 EELLNAP OR. ALLEN. TX M013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DATE OESCNPII.N PE,w NUREW M11.D1 OZEW 1.— OWY.V1. Pwnievl aFED ARo ��i O,H,ANp �yiLF tE Nj9 1831'L +py TF OF ZE DLmnD1e 9AM Ym GENERAL NOTES AND SCHEDULES Case No. ZA18-0030 eNAw Numt. A-001 Pmpn wNu. P.RRII SDI a� n� rO^ V J MARK DATE OESCNPII.N PE,w NUREW M11.D1 OZEW 1.— OWY.V1. Pwnievl aFED ARo ��i O,H,ANp �yiLF tE Nj9 1831'L +py TF OF ZE DLmnD1e 9AM Ym GENERAL NOTES AND SCHEDULES Case No. ZA18-0030 eNAw Numt. A-001 Pmpn wNu. P.RRII SDI ulEa noox • EELOW� BINUCRME� F/dNl1 IN EREMTFO CEMW u emueLr Lsos 6 1 HOUR FIRE -RATED CEILING 5 TYPICAL INTERIOR WALL -TYPE C TYPICAL INTERIOR WALL - TYPE B 4 MbED O � O T AdOE 01 SECOND FLOOR PLAN �� IIUNIiIREAARO WNL uuseueLr LNm 3 1 HOUR FIRE -RATED INTERIOR WALL - TYPE A 2 FIRST FLOOR PLAN PUN NORTH TRITE NORTH nceptive INCEPTNE 1510 BELLNRP DR. . LEN, T%75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MFRR DATE DESCPoPPON pi H"W Lon.o7 RrgMNN.o. awemu Pmrasx 49'ED AqC �� 9,e.axo yam d tr N� 2aT% py vTF UP ,��t auoersorP FLOOR PLANS Case No. ZA18-0030 1.11i A-101 Pe flit sEl R D. OI OI Oi UP i<3> q O - O LW®Z M 4 4 - LuvM.a ` \ Q ® i E B,Ll�lli I VP �-, _ L-L➢_i� i E_ ff_ &W8 d _ y1t M a� a x ✓�' O a � `niie«xl.ncxwuw�.0 II II � tylia`, °Era II II II JI auRRR�c«nrL.tML, E aamw mm.mw e q 6 II A "�E,1iosT. 0 r 111T i .R—R, II II DnFlaMwac � II II II II oN�a n n O a n n R.,I� Mw »EDM �0 -- x y II 11 _ .ER Nsa>am, S a iV § M O Id q k O 2 FIRST FLOOR PLAN PUN NORTH TRITE NORTH nceptive INCEPTNE 1510 BELLNRP DR. . LEN, T%75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MFRR DATE DESCPoPPON pi H"W Lon.o7 RrgMNN.o. awemu Pmrasx 49'ED AqC �� 9,e.axo yam d tr N� 2aT% py vTF UP ,��t auoersorP FLOOR PLANS Case No. ZA18-0030 1.11i A-101 Pe flit sEl OB HANDRAIL AND GUARDRAIL SECTION 05 RAILING AND GUARDRAIL AT TOP LANDING SPMAN]REM TO 81 WET aIROCTI.NIL. NOT TO FS wS.V M 04 STAIR RAILING AT WALL II ✓ RISFRB S IY LCCATE BMC xETS AT sMWp.R TO 'GM SiRLCTML LOOLy NJ5T0 ENCEEO CC, NOTE: SPACE BETMEEN RQLSFH1RCxETSAWMTNEERAMI151WLBE1OCLUX MTE:M MERERN 15 RFGWEO AT TOP AW WMW CF SWAS. M MEW WPo201RNLY AT MST IZBEYOW THE TW AMR AW CMWE TO SLWE FM THE MM OF. TRFAO BE10W TIE BORgI P15ER 03 STAIR RAILING ELEVATION x SECOND FLOOR RCP O O 02 ,a FIRST FLOOR RCP O• IA al'V nceptivee>>> NCEPTNE 1510 BELLNAP DR. ALEN. T%7WN The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARR Dare DEscwvnox Papel NumNr BaaamIMI7a3 OmN+N.u. leR-wew �pED qq0 A ST,4 78314 ,+Py awmNle aww w.. CEILING PLANS AND STAIR DETAILS Case No. ZA18-0030 snewx..a, A-201 P,e,... n.,.. Yarm, SBI a 01 1Nrr ' 8 nceptivemm> 1WRUE 1910 BELUUP OR. ALLEN.7X]9019 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DA OESCPoPIRON Pnlb Mumix A11.0] OyIn.I F.u. OliM019 P.ma 9.1 v�ED '°qe N!. re311 py 9Lmm19 s9.nwm. EXTERIOR ELEVATION -FRONT Case No. ZA18-0030 9Mp MumW A-301 P,.tw mm. P..It s.t nceptivem INOEPTNE 1510 SELWP ON, ALLEN. TX 75013 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 Frl MARK OATS oW.1n.K PnfMMumFv NII.01 OMFYM1.u. OVMROIPPmmIN �pED qqc A NJL �esia Py 9TF DF j�+ a�o1e sn.nwm. EXTERIOR ELEVATION - REAR Case No. ZA18-0030 U.... A-302 P�petl 5,.,15. Fe�mA Sal nceptive>M INCEPNE Ima BELL RDR, RLLEN.i '.. The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DACE DESc PBON Pmp N, aw nn.m orIpMl N.u. owcnars P..MSN 43`E� AqC x} qTP orF ,��t ouowoa sn.nx-. EXTERIOR ELEVATION -LEFT Case No. ZA18-0030 A-303 Rra�.alStlu, Permit Sel nceptiveW INCERIVE 15100ELLNPP OP. RLEN, TX 7W13 The ParQ Southlake 351 W. Southlake Blvd Southlake, TX 76092 MARK DAn OESCMPnON vlq.nxvmx. mn.m OMInY x�u� pWV(ilBPtmYSY 43;E� AqC N� reaY+ py qre of tai. ovWols EXTERIOR ELEVATION - RIGHT Case No. ZA18-0030 BMX N -m , A-304 FBI,, I S11 "'°` I=III II IIIIIIITII 11—I LI—I 1—I =1 —I—I11—I1=1P $ TYP WALL SECTION AT STONE TOWER OZ TYP WALL SECTION / DETAIL AT Yx-IC yr-t'a nx� MSMt¢ WEPoIP WEF6R nceptivQ>>?> INCEPTNE ISI. BELLNAP DR ELLEN. TX .1 The ParO Southlake 351 W. Southlake Blvd Southlake, TX 76092 1r I) V J MARE OATS CESCPoPEON iul°S�n�anx c� JA12=�N W.. 1=111111 PLES,MtiMnL -III—III— v,eMxuRa., nnm OMI^Y Frv. .LOI.%BPntl1851 �—III—I I I TYPyWALL SECTION 01 / W-11 nceptivQ>>?> INCEPTNE ISI. BELLNAP DR ELLEN. TX .1 The ParO Southlake 351 W. Southlake Blvd Southlake, TX 76092 1r I) V J MARE OATS CESCPoPEON v,eMxuRa., nnm OMI^Y Frv. .LOI.%BPntl1851 FEED AqC wv�oe'n"° yAm tr aLwt.le ex.l we. WALL SECTIONS Case No. ZA18-0030 ...-W A-401 Pwl.n Mus Pemut bel { D FX T FF 15' UE 10056 107 DO ED D X ~ N CR N x a y mP 0 I10 W my0 rl O vul. macro EST F i I - N 114 175 17 17%18 yED 119 ie 127 m = W CF:.� li ey6 a c 120 126 " i <137 o' �u 128 3 �n z 124 n c 25123g"o 134 a. _A ✓'F�7 n 129 a 3� 630 J- n� 70'RER)(AP *^ S0 §'06"1 o / 137,' TREE SURVEY N 000 36' 06" W N n o` aN Pa1F TOTAL TOTALcALIVE? INCHES 51' TOTAL CALIP F INCHES PR VED 47' TODI i— ALIPER INLM R OKD OR BUI GING PAD IX[MPl 0' OR RNINC LOT % PL 0- ;o ROADS % klPl OR OTHER E%EMPID- TOTAL MITIGATION REWIRED. 0' CALIPER INCHES LEGEND 499 o E4SllxG TREE To RE PREARVED/FRO7ECTED w, EXISTNG TREE i0 RE RCMOVEO RY PERMIT 1m Aci m II w D SCALE: i 00 of eu Am." EXISTING 24' FIRE LANE Z,:N ,� F y f S 00° 36'06" E 286.92' $ < < < �T^�• 1 25' FIRE LANE n n3 N N o N W W m x UTIL ESMT / ao N DOC., D21 D21000 20733, D. R. T. C. T. � y or Project IDK,Der IS... (Prop 1 tl.IWOO original IS— peck.,. . < r m M i ;9 LITNI }XIS' 5' v O N IJ N MWI XDTIprO'STEW Ia kf B4WNG MII mBB[ILas la x O fn ��0++11 IRT .LTJ W x01 ? C -x Z OV -N Al Tel AE 10 PNP CYh21¢1 [YDinf 11NAN. w) (Nll r rn i Lm' $ 'AmH C n -Mn o` aN Pa1F TOTAL TOTALcALIVE? INCHES 51' TOTAL CALIP F INCHES PR VED 47' TODI i— ALIPER INLM R OKD OR BUI GING PAD IX[MPl 0' OR RNINC LOT % PL 0- ;o ROADS % klPl OR OTHER E%EMPID- TOTAL MITIGATION REWIRED. 0' CALIPER INCHES LEGEND 499 o E4SllxG TREE To RE PREARVED/FRO7ECTED w, EXISTNG TREE i0 RE RCMOVEO RY PERMIT 1m Aci CASE NO. ZA18-0030 11 m II w D SCALE: i 00 of eu Am." = 20'-0" TAI-Alr.o.e1 W A 1 n n3 N N o N W W ao N or Project IDK,Der IS... (Prop 1 tl.IWOO original IS— peck.,. o P m ;9 LITNI }XIS' 5' v O N IJ N MWI XDTIprO'STEW Ia kf B4WNG MII mBB[ILas la A IRT .LTJ W x01 N Al Tel AE 10 PNP CYh21¢1 [YDinf 11NAN. O c m N 0 $ 0 a e BARK PROTECTION TI g SWFa NONE A o p I n pIlW�� C2 Q v r mpPRUNE OR CO11OT AT BACK a PROPOSED CJR8HER APPROVNT WEO TOOL�EIE SAW i� ASE< NoROOT zIXlE-1SIG 0 n DO xoT NOD.rr ORADE BExEATHr`1 091P PHE UNLESS APPROIEO X Dfiff61NE -ALL PROTELIIO BY Cltt ARBORIST. U y 00 NOT PARK OR DRIK DO 140T KASH OUT CONCRETE TRUCKS Ng .F 'T C) KHICLES OR CMSTUCT104 CR STORE MY CONSTRUCTION EWIIPMENT BENEATH DRIP LINE, MATERIALS BENEAIN DRIP LINE. ihY 3� 'AIZ TREE PROTECTION N n FENCING/PRUNING SCALE NONE M O G { W 0A :E_ IM 1 LNOJTo DERCUIIJB Rl COL. L(V�" <x G_ i M n y TREE PRUNING mSCALE: NoT r 00O IT D A O CASE NO. ZA18-0030 11 DESCRIPTION ind SCALE: i 00 of eu Am." = 20'-0" TAI-Alr.o.e1 hce�tIive FAIN •CUPPM LANDSCAPE ARCNIIECTS, LLC tl]iWGb BW.BJYB MM R1Nq Wy1%1BIBiAM1 BI}BAM]0 Client N oTr ii t Name Project Address MEN DATE DESCRIPTION Project IDK,Der IS... (Prop 1 tl.IWOO original IS— peck.,. �7t� O t`1• OJi r18 DIN12D15 sne.l Neel TREE PRESERVATION PLAN S1.Rt 'I BL.W Uesign Development I CITY OF SOUIHLAKE LANDSCAPE NOTES A. DO NOT PLANT ANY TREE WITHIN AN AREA SUCH THAT THE NATURE CANOPY OF THE TREE VILL INTERFERE WITH OVERHEAD UTILITY LINES. B. DO NUT PLANT ANY TREE WITHIN AN AREA SUCH THAT THE NATURE ROUT ZONE OF THE TREE ERVLIXE INTERFERE WITH UNDLINERGROUND OTXER U�CIL UTILITY LIES. (INCLUDING WATER LINES, C, DO NO PL ANL ANY TREE V]THIN [10') Of AFIRE NY DRAM iI OR 0 00 NOT PLANT A BEREFT TREE CLOSER THAN 35 FLET (35') i0 ANY STE EI CORNER, MEASURED FROM THE ROW OF NEWEST INTERSECTING COABS ON CURB LIKES. PLANT MATERIAL QUALITY STANIWDP ALL PLANT MATERIAL SHALL BE OF NO 1 GRADE. FREE FROM PLANT 01SCPSE, OF TYPICAL GROWTH FOR THE SPECIES, HAVE A HEALTHY, NORMAL ROOT SY Si CM, RWNOEO 1,. ING PAi TERN, AND SMALL CONFORM i0 THE CODE KE STANDARDS SET EDITH IN THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK I. CITY RESERVES TIE RIGHT TO APPROVE OR DISAPPROVE REQUIRED PLANTS AND PLANTING THROUGH THE LANDSCAPE A ON INISTRA IOM OR CITY APPOINTED LANDSCAPE ARCHITECT, HORTICULTURIST, OR OTHER PER SUN SO QUALIFIED. BUFFER YARD LANDSCAPE PARKING LOT LANDSCAPE INTERIOR LANDSCAPE Fath MMARY CHART - RUFFERYARDS LENGTH O1 JUSU ll OF REQUIRED / TREIRY ARGENT FrulxG BASE 11xr D IFNr.Tx WIDTH R/A TREES_ TvrrK 310VBS. N MATERIAL NORTH RCWIREB IB ]' 20' / 6 A 22 H -I HT PROVIDED IB )' 20' / N 6 A 22 X-1 NORTH REWIRED 1B' E%IS TING DRNC 1 1 A PROVIDED AS EXISTING DRIVE 1 1 1 1 EXISTING TEES SOUTH REGU ED 231 IB' / It ] N IS F-1 PROVIDED 231ID / PI ] 11 IB CASTING W PENCE, A EXISTING TREES EAST REWIRED ED, ID / B 6 9 29 PROVIDED 226' EXISTING DRIVE 6 9 29 fi EXI STINT TREES EAST REQUIRED 133' ID' / B 3 1 13 PRpV10E0 1]3' IV / 3 3 < 13 V[Si REWIRED 123' S' / A 5 9 3A PACl 123' S' / A 3. 9 31 TOTALS Be al 120 OF HER COMMENTS 1 SHRUBSRE PARKING OBTAINING ARMATURE HEIGHTEOF ry THE THREEI 13'IKOF EGPEAT ER MA K MSIµ BEP PLLIC PNT EO Ar A MAXIMUM SPACING p THIRTY INCHES (30') ON CENTER CONTIN000S ALONG ALL PAVED EDGES pE THE PARK IMG OR DRIVE AREA 2, A MINIMUM OI 50% @' ALL CANOPY TREES PLANTED ON THE SITE SHALL RE 2' IN CALIPER AND 30% VST BE 1' IN CALIPER, THIS INCLUDES BUFFERYAROS AS WELL AS INTERIOR, SUMMARY CWRT - INTERIOR LANDSCAPE LBROSCACL x IN CANOPY BCCF"T EKNJ OR SIDE TREES TREES LRDLs'0 I so, ED. VI LpLDR REQUIRED ),661 IF 13X 15 31 192 '119 ISG PROVIDED e9X 15 31 199 2.322 158 eNDE ANY CREDITS USED IN CALCULATIONS, PRESERVED TREES APPLIED TO CREDIT 11 CANOPY TREES OTHER C@SYEN SITE VILL BE IRRIGATED BY AN AUIp MP i IC UNpERLROMD IRRIGATION SY$tEN ""Y" O BY A LICENSED IRRIGAT OQ, COMPETE VITX RA(H AN IRE E2E SENSORS SITE SMALL BE MAINTAINED IN AC CGRDAN[E WITH ARTICLE 100 OF THE SOIi NL AKE LANDSCAPE ORDINANCE, SAA -B. M PAR i AN OCL AP XG % A KING BETWEEN BUILDING B ROW = 25Y, -75Y.. REWIRES 20 SE/STALL 35 STALLS X 20 = We Sr REQUIRED PARKING LOT LANDSCAPING. - ]ID Sr PARKING LOT LANDSCAPING PROVIDED. NOTE SITE WILL A IT E LASED IRRIIGATE, CO IPLETE WITH RIP �NUANDRFREEZC SENIRRIGATION SORS, SITESYSTEM SHALL BE BY MAINTAINED IN ACCORDANCE WITH ARTICLE 100 OF THE SWtHLAKE LANDSCAPE ORDNANl 544-B . CASE NO. ZA18-0030 A AR N AA DESCRIPTION SCALE I" = 20'-0 00 PLAN NORTH MUENORTN nceptive- • PAIN • CUPPETT AR LIUIDSCAPEARCNRECTBr LLC u Vd Cvk BtB'd IbMNMMN'u, 1AF TE ]816)iFl BIF1A0)00 Client Rant Name Project Address NO RI[ GA]E DESCRIPTION Pmpcl 9ggllE' Issue Pmb tlgg113faD origlnol issue Patna qe O olmlrmo Sneet Nam BUFFERYARD PLAN $A -.t NNmL-2 Prob t S"Megn e Development 54' ;n.�„.. jk m ce tive •FAIN • WPPER LANDSCAPE ARCHITECTS, I.IC IN W baBW 9YtlB —wn,.B�aa.n rBlcea��i e�gnB�Ba 0 a a,n o� O)/ IB 0lAlrzaf6 W � wev ui ��i w�M1 °°e 0 cn ewB PAN m cA ".p,, &9�M1a� a a,n o� O)/ IB 0lAlrzaf6 M�•��„�M •nt iiVi wev ui ��i w�M1 °°e CASE NO. ZA18-0030 SCALE: 1 = 70-0” i L-3 PLAN NORTH TRUENORIH 5m! — Contact Information: PLAN NORTH TREE STAKE SOLUTIONS THIN BRANCHES By 1/3 WWW.treestakesolutions.com RETAINING SHAPE OF PONT JEFF TULEY (DO NOT CUT LEADER) 903-676-6143 ALL TREES J C, - POINT SO THAT TOP OF ROOT BALL IS 2" ABOVE THE FINISHED GRADE - PANT ALL CUTS OVER I" DIA, S' MULCH tlATI 1¢sue tlOgIXiJ00 «igloo issue padoge 10018ILL .ANCHOR RING 'Il' BUCKET NUL STAKE FORM ReRML ANCHOR RING SAUCER _ — IIIIIII — NAL STME _ "U' BR9CKfi I�IIIII� I� II SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS I I 2 K BALL DIA. STAKING FOR MULTI—TRUNK TREES & TREES 2" CAL. & UNDER SCALE: NOT TO SCALE THIN BRANCHES BY 1/3 RETAINING SHAPE OF PONT. (DO NOT CUT LEADER.) FORM SAUCER WITH 3" CONTINUOUS RIM SPECI°IED PLANTING MIK. WATER & TAM TO REMOVE AIR POCKETS �6 I.G NOTE: 6" WIDTH 15 NININUM. IF PLANTED IN DEFNCD BED, PREP, ENTIRE BCD AS SHOWN ON DRAWINGS, SHRUB PLANTING SCALE: NOT TO SCALE SPREAD :R REE PLANIING — GUY WIRES OVER 2" CALIPER SCALE: NOT TO SCALE MAINTAIN SAUCER ON LOW SIDES OF PLANT TO RETAI PLANTS/SPACING PER MULCH INSTALL B ED BEFORE PLANTING SIN BED PREP PER SPECS " BEDDING PLANTS/ EDGING DETAIL SCALE: NOT TO SCALE TREE/SHRUB PLANTING ON SLOPES SCALE: NOT TO SCALE GRADE EDGING 1" ABOVE FINISH GRADE 111111 4" STEEL EDGNG STAKE ON INSIDE OF BED CASE NO. ZA18-0030 00 PLAN NORTH TRUE NORTH nce tive, 10 III - CUPPETT LANDSCAPE ARCHRECTS, LLC Rvr nam ew¢,P. WTPtl8.WoTXNeN,R1 ¢IIIAI Client NO rwt Name Project Address MARK DATE OEBCRnoll J C, C tlATI 1¢sue tlOgIXiJ00 «igloo issue padoge ♦T R D OL ilfl olmlrzole NI Nam PLANTING DETAILS IS ..I NUm6.r BY pL-4 Smbesign Development SECIN 02M RW41 GPN11Na. UNH N ,, w110 ROWERS PW I - CFNFA4 A Werk MMha no satablenmot (am Aydmul eq) as deeeribee on bedoge. B. make mum malyea ane mmebal leets tar tweved, lernnzae, and It" .Sir, 01 0 sImIW ch -mar per erect -dabs Of He hs UI, of Older lgkulwrd Chemise, dm ruin., C. Crave -M enrol ..Caron W' -"as lac I-evedm ode Waly per ofakable standards d us Nx em of Agrkanare, D. TO rd metralw al bore a stand of and eStIb,aW per to suasmomi cwNedoze of Ye object. If this is not Prowls due to Fine of yearn -k ,, To Irl mal IN I the sequel Irma unlit the gran is .Wui M 201 Warri M<RfiRL A lopttd makdal (elakpled, as speeirW he SpniNaWm) Inv bead bso for Use in j yodmg. Mx Of Out all igawN, studies, hu don, Five las areas dmgmlW b Man gmn. If slakplm tg 3 b ml ml@real lis ly b bmpkle woh, lumen oaWWNe lapml man omNer mWmd ance to advae four inches (4� of lateral for gone arms unlms FM n¢e noted doestsgs Gass Dane 1411 M dennqu as IN g100 arms L.L. during cmeWclian not to k pored as WH upon. B. k"pmM trysl rmremt mall k deform as mluml. IWld,'exuMml 01, cos of rustunwg enicam Plant I units,n wrap throughout mmidure If Stull. Ise. of aWe., W.I. pkntA and their meat' 1tkW, or otMz .Named, .hill.. M ret ddNn Sri in a Imam as muddy Carlon, 302 HURFUEER A Proide o wrs,...M bdmmd fel deRreed to me A in Wags I.Mkd rein monuhmajor'a g.,I,tW all Slav in ..$,fa ,e, dice moro in ,us, a n at n, elf.tw-. It a., the Fmpimd, B Fadal o 9We tWiie, the pd l cnt,n ba food ekmenIN yWim Ee Ol as epic ehn w Kim epdfmthns C Arkbntty 'vrioue elemenh .411 as pr Showers o1 Pe ba'mtim of Offid.l Agrunurd Cnemimx 205 GR SM A Cross um shell be a1 the proms swam. rut ode Ile dale oC ralms darn of wth bog .rr h No nae (9) ..the of Ne Lone of ddleey to Me adjust Wmm� ran �byAw U , or RepmmloN., the semi, .mlmclw arms p'e ha2 for leeeg. O9The - hat. .antl, OR IN P M -I o1 N. US. M,4FIm of Athol I N .,. Wanly, and gnninvuon. aAS f Off yW pul lace d cabs d .,t;, ganLs old W usn al 1 1/2 B, WON clukx w tum GGc mukA It o to of I,WS p k, p ane seen be w Is VAL Dad an, I,. 0 A pnVAdm at gm] wort, by IVa. or I all o1 deme at ..pulp pkm. at I is d 2 1/2 Feer p are add mood cdlakse ..ane MW arms at a me a' 50D puma Per.. lora cin mA had k bad when has Webb is flamer in. 3/4:1; a,, D. Rhea Wpka smtl hnri, my at a Al of 3 tees pa an. This mold dray k .,Wim green Or nk dead, bd must ,all macre and. E WnufaeWrm mulch =bods such as ON ,eknlbn stakes, waste emtol nem,, or others that may k rewired on spnF1 amm of I mile c nWbn w I.Me pt.. dome We. real are um, flob Ne mmanal,turera ,n.mmme61m far ibblle'an. 205 WORD-MUIwING Wad alubn Rw Or I. Baer maks rill as oppliqu With *,Suez Fred., Old faudzi, meteor An etury i,mdanb :hall se hand to been a M N, mm all am away appfim w'tAx ON Four after the mixture la mace, wNn eoM peex IS I. fiber maker is Fisk It the W warm pew Fre .is Show or sq church Its asp`gll emuldm is Reeld aver this to ,mwkfe the roup,. Wood Well or ,m Four mut bt The 1.001 p k per we rate Is mem Seen. Ime other al m9wiol IF ret hck WwJ allulose w cone fiber mukn 'a aril oaNMg Ile sN grad:, contractor ill M Rsgnside b atalpk aeeptanle loyal in wmomt mI m provide, fir Fars N7 m as IN all grana areas, ball but red IRed m oR curad Fknda, aM Immin, mwMa/[ema m Fie IWpmhle did IN aNln as Ward ON ham an WE bndavill ode/n planWg draeingv. 1M moral ode gs areas hon be Curtner send m aM I. aderbed during GIN Shirg Ind cme0.epnp-- lne one metal, WOOL be mapnneie. la ate IM total .itnin all cemmekr yadee areas and future burld'rg arms Frere. The he grad., em4odm .1 ad resmvNe far MCNnrg or vA aF...NMI and Ateng mmnde/Mma. Miry w and mas reaonnsM. Iw nmoml Of of Storesmal and ,sung of all toped) arms rt are a be seesad aM/w pbmMn d dm ae IM it. prosy I..ta , realmsminlr to Woods bdireec, polls seed, ode any .1. at rryOWN .red mukNrq. 302 Cass SEEMNC A Remare .lease hux,, .oath aM Offer hleteruue -[.at, Cmm is W rams Met are to be aimed. B. Imnafaley pinto anuli, mm. scarty prwM as n.-,: rake unit a dace ie F -I and CMW. SIN sad nervy, pI warn robe Into a2INK-3 C. grand, hh dl ground OR euitode In wler trrwgnly w!in nm ,my. 9e-uM o matter.. rep hen entered Iran me mean n older allowed rtwl Y Orem reat doing eel We d."k. At inbaye ae nY be makes aeaaNNg to s. -F, amdtwm, n- it rola goes ode Intel n wary eemtng until ..pldk and lull slow d gun re ken hated 0. onvid. per-,.Ot pow ..wg far al amt to indicated. Seh in aandonae with it. if., ANSI (unkn .1,.. doddl by Oenr w Contra Raprmmlolrve:: L Ea. arms rends fnrami, .,.an uI, I am adder 1 dm Hahe Canmm Bermuda alfa rate of 65 pundit per are. 2 One areas an ds Cw xes, mtw.n 0m,bar I and mus I Inn unnnMd .Orem. Bermuda It arm. at 90 parte pr area and A,nud Me Gnu N rel .is .I SO ponds per are. 3. Appy ptgarm Oto rote OF 2x/25 pours per I,OA faI_ III 3m wlln ROWERS A k.M inQu4d an IN'S W 1.cll ntl forest ec ,1 .1 be A 9.ad. CNnied. and tepee in o as, anal ho VadGaral furl eslabrnament B. Axa to be nydrwnuWee 'inn Seed Mc as room caksem la runda ae C. -I 15 pYMS/baa N -Eyed Wiry 5 puma/Fre ON Wb Gama s puha/ane S4ry Pm.. 0.5 mums/an prom Wrngd. 2 muMa/aae TWA Eym S -d 2 puha/bee India guest la pada/are Int Fambonwel 4 pwMal ume Bluatem 4 panda/are 304 MULCH A NI ares W N tt6ed moll he mukhed B. Mukn -t.N x411 be mowed unment, an, Be .eels] arm. Yuki yell be he am dap h at be .I. It 1 I/2 - 2 bre. ten ane, B. man ywn be ..hared I an emNyrad astern RMu of Fie rWe of 10 rim, OF LOGO sun, feet. 345 F.NIEWON permit al no .rink.' ad to O,rer, Cndng, ,Olin, ,se an in,, W. of ,retention Iw tp W ah seeders .oras auiml 4npsin9 IN A", IF hors are damaged purr b Fuel Accept-' Oaf or obake them as 6recbd. R-.,. potxGw ,ban a srectW. UPS MNNIENWCE Prairie -iA..., from start of ,M WIR Fred Adel MIinto.- indhn ..lady at me, wount nm,ing, eegm,, repro OI ,.n-ak am gulls, retire to platinum, IN i nnesmry . of mainlma,e. Vacn . seam goidue Oman, IF IRMgioMULCHIXG Ir .mer, remsetal dL butwee arae W be rep'anted Aeon, N nkn a sfaad at crony grab be mt Meat In o msamble byN of Was. (eamudde gran .,m dwua We gernsel In 6-8 dare) srN be Nom m, rmndm WARmmkhm, IS spvird Co- ongiral PkM, of rd adeFond cal to goner. A $fold and h definm as sae Wants from Slid among at a rate Of ml lege .1 1.000 crani, tants p wuve hal Ramada, rewired Sioux N faulty Dyson., ar negngenx an We of of Ne Contrular Nan he performensimlMu1 to Oma. SECTION 02922 SODDING PART I - GENERAL 1.01 DESCRIPTION A. Work Included I. Sod bed preparation 2, Fill 3. Soeeing 4. Miscellaneous management l ices 0. Related Work Specified Elsewhere 1. priah C.ding, Section 02800 2. Lewin and Centel Section 02930 1.02 REFERENCE STANDARDS A Standardized Plant Names American Joint Committee of HoWbullural Nomenclolure, Second Edition. 1942. B. Tex.. Highway Deponmmt - Smneard SmalOcafons far Construction. Item 164, Seeding for Encelon Control. 1.03 SUBMIIIPLS A Vendors Cetltfcalian That Sod Meets Texas State Sod Law 1. Include lobelin rA,cirFmOItS. 2. Include purity and type. 1.04 PRODUCT DELMRY, STORAGE AND Ifun O A Sod: 1. Previous aderems crop with data Of analysis an each bog. 20 he Furnish and deliver each variety in sepamle huge r iIncorrect . son to be cat n. more Nan three Jaya before slivery. 1, ua.pened bag. labeled wM the anaiyes. 2. Conform to Texas Fadlxzer Law. 1.05 JOB CONDIPONS A Planting Season: I. only di suitable weather and syn conditions. 2. As spacmcally Authorized by the Owners Representative. B. schedule - Only otter an other construction a complete. C. Protect no Mormon Saddled Area, t From traffic and all other a 2. ULUI sodding 1s complale and accepted. PART It - PRODUCTS 2.01 MATERIALS A. Snd: I. Sad: As specified on drawings,eed Imect. and disease nee having a of 1 inch of toweel nched to the root, and h no more mu than three actio, prior to installation. . The sad snml be orf in steps of of mast 1/2 am. yd. and net m... tharn 1 aq. yd. Sod shall be cul into steps not lees than IY in width or more than 9' in length. Al the time of harvest, the tap growth shall not exceed 3- in length. 3. All add shall conform to the law. of the State antl anal) be obtained from a urcm .¢sting the apprdvol of the Deportment of Agriculture, Division of Entomology. B. Federal 1. Uniform In composition. free flowing. 2. Suitable for application In approved equipment. 3. Maly.is of I6-20-0, I6-9-9 or ala Rmored, C. era.,: I. Free of an, sold, ouall, ..Its an other aubatancor hamni to growth of grasses. Fuel III - EXECUTION 3.01 SOD BED PREPARA➢ON A. Cultivate to a depth of four (4') inchdes by disking and (Ming All a power tiller. B. Clear surtacea of all moduli. I. Stumps, atones, and other objects larger than one inch 01 2, Roble, fresh.. ah. w , dame. etc. 3. My objects Notmay inter ere with nodding or nozolenance. C. Prepare end bad: I. Remove sail clods larger than one Inch () 2. Crude areas to smooth, even eurtoce, removing edged and filling depressions. Final grade to be below finish gods If curbing and edging as shown on details. OF grades aholl meal appravaF of owners Representative before sodding. 3.02 SODDING A. Sodding: Ioint.Ught wwater prepared grade, toy mod with staggered edger touching. Topdresa with top -T of etlgOr if A ..a Ory to provide s mouth must.... 0. hope, of 2 to 1 and greater, fasten sod in place with wood peg, (two mah piece) or other approved method Sod damaged by storage or denng inslallolion shall be rejected. Fallowing settling, toptlrebe with s reeved. approved topsoil. 2, Walter and ferlFlixa at 5 lbs. per NO ad. ft. 3. Sod shall not be placed during a drought, nor during per d, when sod a not normally placed ,n the area, and shalt not be placed on frozen ground. No dry, or frozen sod ... table iq ac The contractor shall keep oil keep all sodded ares m oist antl growing until I Acceptance. All or shall be maintained in an acceptable condition until acceptance by Owner. B. Rolling: 1. After placing sod, roll with o hand roller, weighing not more than 100 Iba, per foot of width, in lac. eibcuay. 2.Eliminate all air ^calmum flniahed surface should be free OF excessive undulations. 305 MAIMERANCE AND MANAGEMENT A. Includes protection. reptonung. maintaining grades r pour of hoiden damage. 'ad include. weekly mowing at 1 1/2' height until final acceptance. S. Reaadding: L Resod damaged o ceplable areas, 2, Ruts, ridges, end othersurfaceIrregurities zhll be corrected. CASE NO. ZA78-0030 or File PLAN NORTH TRUENORTH Path sea. �igiil _ FAIN •CUPPETr LANDSCAPE ARCHRECTSr LLC B]]11b1 Gov BM1d SAB MVP 9'NNfW.R181BN1fi1 BIF4]Ba/]a �CR]�lient IVomwt Name Project Address MARK MTE DEUMMION 10, -qPE Propcf I. Br (save prakd tlR%IpsJ00 original issue package 0.. o A,d l5 Shelf Name TURF SPECS $a.., mice, L-6 P,opd .sign Development SECTION 02B30 TREES SHRUBS, AND GROLNDCOVERS PART I GENERAL 1.01 DESCRIPTION OF WORK A. Scope I. Bed prep 2. Metal edging 3. Topoil 4. Planting 5. Mulching 6. Guarantee B. Related Work SpeciRea Elsewhere 1. Genal Requirements - All locations 2. Section 02240 - Irrigation Trenching 3. Section 02250 - Irrigation 4. Section 028M - Lawns L02 OUAtIh ASSURANCE A Contractor Qualifications MM1omum of;cthree (3) yea experience n projects of similar I. American Joint Committee Of Horticultural Nomenclature: Standardized Plonl Names, Sewed Edition, 19121 z. American Adorn atron of Nurserymen: Amedcar Standard For Nursery Stock, 1923 C, Substitutions 1. Substitutions accepted only upon written approval of Landacope Architect and Owner. 2. Submit substitution, possessing some characteristics as Indicated on plans and specifications. D. Inspection and Testing I. The project Owners representative reserves the right to Inspect and tog plants at the place of growth with the Contractor. 2. Inspection at place of growth does not preclude the right of rejection due to improper diggingoror handling. 3. Owners repre fortm ere re the right to .,cast Soil mepes antl onoly9i. of wa x it and plant mi . Remains o torr t unacceptable sell. Cost of testing by Contractor, I. Submit sate and Federal certificates of inspection with (Dory If required by Landscape Architect,) 2. telae certificates with Owners representative prior to material acceptance. 1.04 PRODUCT DELNERY. STORAGE, h HANOLING A. Preparation of OWNS, 1. Balletl h Surfaced UM B) Planta cod damage groots. branchesare ,t shipment shape, and in futurener develop can act pe, development Ater replanting. I, Boll with firm, natural boll of sail, wrapped lightly with burlap covering entireball. Sell i ria ratios: conform wauon of Nurserymen standards unless imwse shown on plaint u.l. 2 Pack plant material to protect cyclist climatic k damage, o well 09 breakage injuries during transit. seasonal asSecurely cover plant nope with vertical tarpaulin or s to m -w windhipping and drill in transit 40ero Pock and ventilate to prevent sweating of plops during transit. Give special attention m insure prompt delivery and careful handling to point of delivery at job Site. D. OWN., '.'Silver fertilize, mi tables, peo6 mulch. sail call and amendment materials to site in original. unopened containers, bearing manufacturers guaranteed chemical mr.11i n e. trade name Imdeark, sad z. onfom rcn.e to Statm ellaw. Delmer plans with legible IdnGficatn and size labels on ample plants. 3. Protect during delivery to prevent damage to root boll or doSlcon;an of leaves. 4, Notify Owners remunerative of tlelivery ¢hedule in advance so plant mpedol may be inspected upon arrival at b st 5.Deliver plants to jab site only when areas are prepared. C. Slamge 1. Protect roots of plant material from dfying or other possible injury with wetted mulch or other acceptable material, 2. Protect from weather. 3. Maintain and protect plant material not to be planted immediately .,an delivery. U. Handling I, Do nal drop plants. z. Do nal damage balk Nuck. o J. nn and handle plants from bottom not container or ball. 1.05 JOB CONDITIONS E. Planting Season Perform actual planting only when bather and soil conditions am suitable in accordance with locally conceptsbe pmcGces. F. Protection Before excavations o made, fake Precautionary measures la protect areas tacked over and where soil is temporarily stacked. 1,06 GUARANTEE A Guarantee new plant material for one year alter prceptance or final installation (is Final Acceptance of oject). D, Make replacement (one per plant) during one year gmmnlee paredof appropriate season with original plant type, size and "hinting mixture. C. Repair damage to other plant.. Iowa., As infliction Caused during Root replacement of no cost to Owner. 0. Use only plant replacements of indicated size and species E. Ten days before and of guarantee period, notify Owners representative in writing for year end inspector. Failure to do a shall nmo0caly toextend guarntne Phil not'if'ication Ia received. PART II PRODUCTS 201 MATERIALS I. Hardy under climatic conditions mmAor cagry of projem m ct. 2. True to botanical antl common name variety. 3. Sound, healthy, vigorous, well branched, and densely foliated when In kat; Ith healthy well-developed root System. 4. Free from dea isse, insects, rid defects such G9 knots, sun cod, windburn, injuries, disfigurement, a abrasions. 5UConform to mace emenfs after pruning with branches in F. mConform�o to American Association of Nurse standards unless shown differently plant list. ]. Trees: Single, straight trunks, unless indicated otherwise b. 'race with weak, thin tanks not capable of Support will ,at bead amulti-stem trees are to have a of three slams, similar a and shop,. into a :,lathe of ,,ormimmeq 2/3 of the height. All yaupon. to be tome., Crape myme color selection by Landscape Architect. 8. Nursery grown stock only. 9. Subject to approval of Landscape Amon 10. Seasonal calor Annuals in 4' to or a ...oired b. Perennials in 4' pots, clumps, bulbs a9 specified B. Topsoil 1. Natural, fertile, Mable soils having a textural classification of vicinity or sandy loam possessing characteristics of .ono m wnicn produce heat' of crops, growth of crops, grana, or other 2. Gree of subsoil, brush, organic litter, objectionable ,nes, stoma, ,rale, sones other diacoeler a larger, stumps, rows a omai mabrlel harmful s grading, 3. Pre plum growth, are parts operations. 3. Presence of vegetative porta al Bermuda gma9 ( Cturdadoor eland other r Fortin grass, nue greed (or gra. rolume for and tion nave to eradicate weeds or grass will be e far rejection of mp¢oa. 4. ud Tart topsoil (cost by Contractor): Available nitrogen b. Amilob. phompbama Available pclear it Iron R. Ph: 5.5 to 2.0 L Oeca ...al organic matter: 61 C. Match L rap Creasing Mulch - Shredded cypress or hard wood 2 y Malin for soil prep - Shredded ytau pine bark e i3.m In pre-packaged bogs only bulk Shredded material i9 unacceptable, D. Peat Mosa Commercially available baled pact moa9 or .Pproved equivalent. E. Stoking Material 1. Stakes for tree support Construction grade yellow pine, stein brown b. Size a9 noted on plana 2. Wires Padded w10 rubbed hose to protect than b. Galvanized With galvanized turnbuckle d. Evenly tighten turnbuckles with plant In vortical Position. F. Water I. Free of ails, acids, alkali, salt, and other substances harmful to plant growth 2. Location: Furnish temporary hoses and connections on site. G. Sand Washed builders sand H. Antidefcant - ^Milt -proof or equ ol. nlakeEdging - 3/16' X 4' green, new and unused; With 2.02 MIXES A. Planting Mil Existing topsoil - 50% 3. Shredded pine bark - 50% C Fertilizer 1020:10 at 30 Ib./1000 SE B. Planting Mix for Annuals/Perennials I. Prepare above mi" 2. Add 2' of and C. Azalea mix: solid pact moss m bole 9' wider man root ball seen diecTen. Plant in solid .at maga andvWiide 0.antl at base of plant to allow for drainage. DJapanese dimple, dogwood, -.111m, Provide 50/50 peat Inas. to topsail i:, mi far drainage. PART III - EXECUTION 3.01 UTILITIES - vSrIfy location of all utilities prior to initiating n.buctier; repair ony arm... caused by c nstrucR., at no coat to owner. A Inspect plants for injury and Insect infestation; prune prior to Inetaidar. B. Inspect site to verily suitable job condition. 303 FIELD MEASUREMENTS A Location of all trees and shrubs to Staked in the field and approved by Owners representative prior li imtallalian. B. Location of all groundcover and seeding limits m shown 'W- 3.04 EXCAVATION FOR PUNTING 1. She,. - Vertical hand Saari sio., and flat bottom. 2. Size for Nees - 2 feet rider or twice the root ball, whichever is greater. 3. Size for shrubs - Size of planting bad as shown on droving.. 41 Roblin soil mix thoroughly, full depth. 5. NOTE: If beds are proposed beneath drip line of existing tree canopy. Pocket prep plants. Do not rale -fill beneath existing trees. e. obstructions Bemw Gra..d I. Remove rock a underground obstructions to depth spry to Permit Qplanting. necessary underground obstructions cannot be removed. notify Owner's representative far instruction. C. Excess Sail Dispense of unacceptable or eXioea ..it way from the projnct site at Contractors expense, 3.05 PLANTING I. Set plants 2' above existing grade to allow for seH6ng. 2 Set plants Plumb and rigidly braced in pye ion until planting mixture has been tamped solidly a u d ball. 3. Appy soil in accordance with standard Industry practice San the region. 4. Thoroughly settle by water jetting and tamping soil in 6' this 5. Prepare 3' dish outside root ball after planting. 6. Thoroughly water all bed. and plants. 2. Slake frees and large shrubs aa indicated on plana. 8. Apply anti-duricant according to manufacturer's instruc 9. Apply commercially manufactured root stimulator as directed by printedrinstruction. 10, Plant and fertilize bedding planta per trade standards. 11. Apply 3' mulch top dressing. 8. Balled Plants I. Place in pit of planting mixture that M1as been hand tamped prior to placing plant. 2. Place with burlap intact to ground line. Top of boll to be 2' above Surrounding ..it to allow for settling, 3. Remove binding at tap of ball and lay lop of burlap back 6'. 4. Do not pull wrapping from under ball, but cut all binding card. 5. Do not plant if ball is cracked or broken before or during planting process or if stem or trunk i9 loose. 6. Sackful with planting mixture in 6' lifts. C. Container Grown Plants 1. Place in pit on planting mixture that hos been hand tamped prior to placing plant. 2. Cut c on two sides with an acceptable can cutter, and remove mot ball from can, 0o not iajure root ball. 3. Carefully remove plants without injury or damage to ,.at balk, 4. Backfill with planting mixture in 6' lifts. D. Mulching 1. Cover planting bed evenly with 3' of mulch. 2. Water immediately otter mulching. 3. Where mulch has settled, add addixanal match to regain 3' thick..... 4. Hose down planting area with tine spray to wash leaves of Plonk. D. Pruning 1. removeed twigs and branches eaaam ood, and . a :a napproximately 1/3 of twig growth as directed succors; landscape amhlteca do not cut leaders or other major branches of plant nln9 directed by landscape architect. 2. Make cub flush, leaving he stubs. 3. Point cuts over 1' diameter with approved tree wound pram. 4. Do not prune evergreens except to remove injured branches. A Stake edging alignment with string line prior to 'istallotion. Uae framing square to insure high angles are true B. Install all edging athoight and true oindicated an drawings. Where edging layout is circular Sn design, maintain e tra and constant rodu as seow C When required slop make vertical cuts (approximately 6' on center) on bottom of edging to allow bending without crimping edging. D. Install edging so that approximately V'9 exposed a lawn side Edging should not be visible Nobed side after application of mulch. E. Nigh edging with architectural features (ie pavement jomte, window solum wall, etc) when drawings indicate, F. Bend all corners,, Eo not cut comers G. Interlock allpices with ore-fabdb coa connectors. H. Install with all stakes on nide of planting bad. I. Remove, file off all sharp corners and burrs. 3.02 CLEAN -0P A. Sweep and wash all paved surfaces. Remove all planting and construction debris from site, including rocks. Nosh and all other miscellaneous mate(als. 3.08 MAINTENANCE A. Contractor responsible for routine, and regular oaintce of site unit That Acceptance Ie awarded by wner. Work includes: 1. Weeding (... ky) 2 Watering (as required) 3. Pruning 4, Srai 5. Fertilizing 6. Mulching 2. Mowing (weekly) B. Provide Owner and Landscape Architect with preferred aaml... a.. schedule In writing. Schedule label include the bove -listed tasks and shall address all frequencies, rates, times, levels, etc. CASE NO. ZA18-0030 PLAN NORTN TRUE NORTH E e Path rice tive�. FAM - CUPPETT LANDSCAPE ARCXRECTS, LLC Forichasuf f"L lon s IbN IOiiW WA l%]BKTr191 eIFeRN9p Client N oars t Name Project Address 1MRK DATE DEB MPTION r rte �Cf� Project "other Issue ".joint tl99dogrOD mlglnol laaue package O's.'rucar. Aden Nam PLANTING SPECS sit at L-5 Pi 31 Development ...................................... ' CAUTIONIII FRANCHISE UTILITY LOCATOR SERVICES CONTACT 48 HOURS PRIOR TO CONSTRUCTION. • ABOVE NET FIBER: 2144694352 ' AT&T: 214-745.2964 ATMOS ENERGY: 817-3541313 ; CHARTER COMMUNICATIONS: 811- 8224745 ' ' CITY OF SOUTHLAKE: 817-7484082 LEVEL (3) COMMUNICATIONS: 8]]3684341 • ONCOR ELECTRIC DELIVERY: 917-2154688; ONE SOURCE COMMUNICATIONS: 8174924042 ' TRI COUNTY ELECTRIC: 8/7431-1541 . VERIZON ENGINEERING: 9]2-5]83354 ETIONIII UNDERGROUND TELEPHONE CA7�0 FRANCHISE UTILITY LOCATOR SERVICES OVERHEAD ELECTRIC IN AREA C CALL TEXAS ONE AT 1-800-2454W OR TO VERIFY EXACT LOCATION ANUTILITY LOCATOR AT 1401DIG.TESS PRIOR TO CONSTRUCTION. 158 R=5794.58', L=155.41' W. SOUTHLAKE�BOULEVARD CB=N IS- 33' OS" E D=01° 32' 12", C0sJSSA ' - EXIST PP EAST CONC. SDW'-K Evsr sr l9'uE. I8. R.ATI`07 151° EXIST. CONC. FUTURE CROSS EASEMENT ACCESS ENEE J 5' LLE. C40. $LK ISIS PI, I i a, 5' BUFFERYARD 15' -AI I OWNER: RUFFNER-RUFFNER, LLC Lot I, Block 1, j REUTLINGER ADDITION K� I Cabinet A, Slide 1515 d. P.R.T.C.T. EXISTING ZONING: C-2 A I "L.U.D. = OFFICE COMMERCIAL' I I I I 12'X16' DUMPSTERCREEN WALL RE WMAWITHH\\ SOLID METAL DOUBLE WALL WITH \s SOLID METAL DOUBLE DOORSAV 5' V.E. T Bac BR.1C T�x \ x5' CCMMO, -.__.-..•-,_' lo' B"CaMIA-XII, EASTI PP ------ 20'' BUFFERYARD(20 --L-I- F---------- o SIGN - "SLOW CHILDREN AT PLAY - w, « 1 1.2x EXIST. CONC. y T 12'X2' X20' ad SPEED BUMP O' w �I ' 7.�FJAAULT IL1�J SUMMARY CHART -INTERIOR LANDSCAPE / LANDSCAPE %OFAREA IN CMIOPY ACCENT GROUND COVER AREA FRONT OR SIDE TREES TREES SHRUBS SO. FT. gNNUAL COLOR SO. FT. REQUIRED 6,856SF 75% 15 31 191 1,144 153 PROVIDED 1 17,7848E 89% 15 1 31 1 199 2,135 158 ' NOTE ANY CREDITS USED IN CALCULATIONS: PRESERVED TREES APPLIED TO CREDIT 11 CANOPY TREES AND 18 ACCENT TREES. LOT 2, BLOCK 1 MEDICAL VILLASO. AT TUSCAN CREEK OTHER COMMENTS: Lot 18 N AT.0 To H. CRANBERRY SURVEY, A-581 ADDITION o.B.ncT 89°08'12'9 / / 31.45' 0.1 OFFICE DISTRICT _ _ _ oec 9XBd9az� o aT.er. RUN _ I - ? LOT 2, BLOCK 1 MEDICAL VILLASO. AT TUSCAN CREEK ' Lot 18 N AT.0 To H. CRANBERRY SURVEY, A-581 ADDITION o.B.ncT D.1121 I / EXIST FH 26.55% 2- c pl 0 EXIST. CONC. PERCENTAGE OF OPEN SPACE y x/ W 4 -250' FIRE HOSE RUN L� �� I 09C Be., / ccr. / / I OWNER: MAHALO INVESTMENTS, LLC LOT 2, BLOCK 1�, MEDICAL VILLAS AT TUSCAN CREEK DOC. NO. 0X1002073 O 3 / EXISTING ZONING: 0-1 / "L.U.D. = OFFICE COMMERCIAL" / I Z 80110 ' I ] I I I EXT/EUE !M/FQr BI J I I Ensnxc 1 sToxr ewulwc OWNER: VAL PATEL s' a E. / / eulluxc z EXsnxc 1 E. Blwaxc 0.1 OFFICE DISTRICT 0 FIRE HOSE RUN OFFICE COMMERCIAL LOT 2, BLOCK 1 MEDICAL VILLASO. AT TUSCAN CREEK ' Lot 18 N AT.0 To H. CRANBERRY SURVEY, A-581 ADDITION o.B.ncT I250' a I / PERCENTAGE OF SITE COVERAGE 26.55% 2- c pl 0 PERCENTAGE OF OPEN SPACE y x/ W AREA OF IMPERVIOUS COVERAGE Doc. No. D210120922 PERCENTAGE OF IMPERVIOUS COVERAGE n TOTAL BUILDING AREA (FOOTPRINT) O m 1 o a EXIST / PROPOSED BUILDING 1 / NUMBER OF STORIES I ^� CURB PROPOSED FLOOR ARMUSE 15,401 SF/MEDICAL *GENERAL OFFICE / EXISTING BUILDING -2- r E EXISTING ZONING: 0-1 1 5' BUFFERYq EXISTING ZONING: C-2 35' W �I 2- p E "L.U.D. = OFFICE COMMERCIAL" "L.U.D. =MIXED USE" 1 MAXIMUM BUILDING HEIGHT - ---- .DO/ 210 .. .i.\ 733 - y\Vx\- ggI R 3�R. >s'JB, C=A iLIOE ITIS P.n.TCr. 0 gra St EoIp�m REQUIREDPARKING EXISTING BUILDING 3 u N 0'B D 1 ( I ALL = 3� _____________ VI 1 6, C A 4 TOTAL 119 1/Y Iv BeAxs s mil' E-0.35' 1/r 9olr Ixr w/ -xxu• c n BE uxAaz °� / JDg UE [6.OxIDR91ll ARIL} T _ _ — _ _ _ _ _ of ' )6 �� S / °9c 9iIa9x9m�x^ 9xru. W �n HEAL 0 WALL ` Fye T x5'84 Mx[ 9Ra:vs swl �9AIwAl)5 _ _ / �1}y�xM 9 I / B• OWNER: MAHALO INVESTMENTS, LLC ""➢YfY85vi° OWNER: VAL PATEL s' a E. 8'� I eulluxc z EXsnxc 1 E. Blwaxc 0.1 OFFICE DISTRICT PROPOSED ZONING M99 se °iT'°°°°° O I ?- OFFICE COMMERCIAL LOT 2, BLOCK 1 MEDICAL VILLASO. AT TUSCAN CREEK ' Lot 18 N AT.0 To H. CRANBERRY SURVEY, A-581 ADDITION o.B.ncT 9 I °AB) s¢. DE-ax.5o PERCENTAGE OF SITE COVERAGE 26.55% 2- c pl 0 PERCENTAGE OF OPEN SPACE DOC. NO. D210020R3 D.R.T.C.T. AREA OF IMPERVIOUS COVERAGE Doc. No. D210120922 PERCENTAGE OF IMPERVIOUS COVERAGE n TOTAL BUILDING AREA (FOOTPRINT) 23,132 S.F. PROPOSED BUILDING 1 / NUMBER OF STORIES 2 D.R.T.C.T. 35' PROPOSED FLOOR ARMUSE 15,401 SF/MEDICAL *GENERAL OFFICE / EXISTING BUILDING -2- RE NINC EXISTING ZONING: 0-1 1 5' BUFFERYq EXISTING ZONING: C-2 35' W �I 2- p E "L.U.D. = OFFICE COMMERCIAL" "L.U.D. =MIXED USE" 1 MAXIMUM BUILDING HEIGHT - ---- PROPOSED FLOOR AREANSE 3,4895.FJOFFICES B SUITES - y\Vx\- - o >s'JB, C=A iLIOE ITIS P.n.TCr. REQUIREDPARKING EXISTING BUILDING 2 CLIENT TENANT RATIO = IOSPACES REQUIREDPARKING EXISTING BUILDING 3 u N 0'B D 1 ( I ALL 3� _____________ /�1 __ __ _ 4 TOTAL 119 1/Y Iv BeAxs s mil' E-0.35' 1/r 9olr Ixr w/ -xxu• c n S89-26 ' 03" W 234.26' uxAaz °� ro sEA w -BE MCE UE [6.OxIDR91ll ARIL} T _ _ — _ _ _ _ _ — -/z' wr w/ 'P15'088- c^pl Lot 1 °E"1SxnWE-aW----------------------------ti______________ NEW E WOOD I STRATFORT PARCEL I W C9.VNABE 4 aC FENCE �' STRATFORT PARCEL Block 1, Cabinet A, Slide, 9334, P. R.T.C.T. CAB. A.TcT w.T4 1°' V.E. p. P.i.0 i. Block 1, Cabinet A, Slide, 9334, P. R.T.C.T. Cee A. wor lxlSB P'R T' EXISTING ZONING: SF 20A EXISTING ZONING: SF 204 1 w' oxuxACE u. �' "L.U.D. = MEDIUM DENSITY RESIDENTIAL" "L.U.D. = MEDIUM DENSITY RESIDENTIAL" I A . A. E 9.n. P.R. r.C'. Lot 9 Lot D Lot 7 Lot 6 Lat 5 I I GENERAL NOTES: NOTE: 1. THIS SITE IS NOT INA 1000RSBOYEAR FLOOD PLAIN. 2 ALL CONSTRUCTION SHALL BE IN STRICT ACCOR LEGEND O1 PROPERTY CORNER t FIRE HYDRANT raj WATER VALVE w] WATER METER 0 IRRIGATION CONTROL VALVE QE POWER POLE —J GUY WIRE Q ELECTRICAL METER Q GAS LINE MARKER Q COMMUNICATION PEDESTAL Q UNDERGROUND COMMUNICATION COMMUNICATION O CLEAN OUT SANITARY SEWER MANHOLE v SIGN ® PROPOSED ADA RAMP No TRAFFIC FLOW DIRECTION PROPOSED CONCRETE SIDEWALK ® PROPOSED BUILDING NORTH U Z F 90 16 0 30 60MENESEBBBIBBEI y g�dy Scuut : 1" = 30' Z ak z n W� N SITE DATA SUMMARY W. SOUTHLAKE BOULEVARD. SOUTHLAKE, TEXAS SITE DATA SUMMARY LOT 1 EXISTING ZONING 0.1 OFFICE DISTRICT PROPOSED ZONING SPI LAND USE DESIGNATION OFFICE COMMERCIAL GROSS ACREAGE 2.00 ACRES NETACREAGE 1.35ACRES NUMBER OF PROPOSED LOTS 1 PERCENTAGE OF SITE COVERAGE 26.55% AREA OF OPEN SPACE 23,895 S.F. PERCENTAGE OF OPEN SPACE 27.43% AREA OF IMPERVIOUS COVERAGE 63,225S.F, PERCENTAGE OF IMPERVIOUS COVERAGE (59,09387.120X100)=72.5]% TOTAL BUILDING AREA (FOOTPRINT) 23,132 S.F. PROPOSED BUILDING 1 NUMBER OF STORIES 2 MAXIMUM BUILDING HEIGHT 35' PROPOSED FLOOR ARMUSE 15,401 SF/MEDICAL *GENERAL OFFICE EXISTING BUILDING -2- NUMBER OF STORIES 1 MAXIMUM BUILDING HEIGHT 35' PROPOSED FLOOR AREANSE 4,087 S.FJOFFICES B SUITES EXISTING BUILDING 3 NUMBER OF STORIES 1 MAXIMUM BUILDING HEIGHT 35' PROPOSED FLOOR AREANSE 3,4895.FJOFFICES B SUITES REQUIRED PARKING PROPOSED BUILDING I CLIENTTENANTRATIO= 92SPACES REQUIREDPARKING EXISTING BUILDING 2 CLIENT TENANT RATIO = IOSPACES REQUIREDPARKING EXISTING BUILDING 3 DOCTOR PATIENT RATIO 17 SPACES PROPOSED PARKING STANDARD 115 ADA PARKING 4 TOTAL 119 ON SITE PARKING TABULATION NEW PARKING SPACES 103 ADA PARKING SPACES 4 TOTAL SPACES 107 OFF SITE PARKING TABULATION OFF SITE PARKING 12 TOTAL SPACES V OFF SITE 119 mm's N AII.R. Nn.w anAwm REFER ARCHITECTURALDRAWINGS FOR 4Nvn G BUILDING DIMENSIONS, MATERIALS, AND SPECIFICATIONS. CASE NUMBER2A18.0930 m mm's DANCE WITH THESE PLANS ANO THE CITY OF SOUTH WEE STANOAROS AND SPECIFICATIONS. 1. PARKING SPACE DIMENSIONS SHOWN ARE FOR STRIPING PURPOSES ONLY. AXI SITE 3. ALL RADIUS SHOWN ARE 2.5 FEET UNLESS OTHERWISE NOTED. BENCHMARK: 4. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL OBTAIN ASITE PERMIT FROM THE CITY OF SOUTHLAKE AND PARTICIPATE IN APUBLIC WORKS PRE -CONSTRUCTION MEETING PRIOR TO MOBILIZATION AND CONSTRUCTION. CITY OF SOUTHIAKE SURVEY MONUMENT 3] LOCATED APPROXIMATELY 171' NORTHWEST OF A FIRE HYDRANT(102]) THAT IS LOCATED 9T� AT THE SOUTHWEST CORNER OF ROBERT H, ROCKENBAUGH ELEMENTARY SCHOOL, AND APPROXIMATELY 214'SOUTHWEST OF A FIRE 6. FIRE LANES, WATER MAINS ANO FIRE HYDRANTS SHALL BE INSTALLED, OPERATIONAL, CONSTRUCTED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. HYDRANT(f 028) LOCATED APPROXIMATELY AT THE MIDPOINT OF THE FACE OF ROBERT H. RO1KEN9A11H ELEMENTARY SCHOOL AT THE PARKING LOT. ELEVATION• 623.07 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE GAS, TELEPHONE. ELECTRIC, CABLE AND OTHER UTILITY COMPANIES FOR FIELD LOCATION AND STAKING OF THEIR RESPECTIVE UTILITIES. EUX cLl I.. SITE PLAN EBwA x..xC' NORTH ryxnsme .................................... CAUTIONIII 4 CONTACT 48 HOURS PRIOR TO CONSTRUCTION.' ABOVE NET FIBER: 214-0698352 AT&T: 214-7452964 ATMOS ENERGY: 017-3591313 ; CHARTER COMMUNICATIONS: 817-8224745 ' CITY OF SOUTHLAKE: 017-7484082 < LEVEL (3) COMMUNICATIONS: 077.3884344 ONCOR ELECTRIC DELIVERY: 817- 2154688 ; ONE SOURCE COMMUNICATIONS: 017-692.6042 ; TRI COUNTY ELECTRIC: 617431-1541 VERIZON ENGINEERING: 9724784354 L PEoJ EMST.wELuaxc OB" 9 RUMORS L —DWLK EXIST PP EXIST LON EXIST EI 1r AS PRTCT109JDE 815 1 . EXIST. COMIC. FUTURE CROSS EASEMENT ACCESS i WARE FENCE CAB. p. ELSE IS TCT. 5' BUFFERYARD 5'-A 1 i (OWNER: RUFFNER-RUFFNER, LLC 1 �^ Lot 1, Block 1, = . ADDITION 5 Cabinet ett A. A, Slide 1515 I bt: P.R.T.C.T. 8 EXISTING ZONING: C-2 3 a I "L.U.D. = OFFICE COMMERCIAL" gl I I SI Z 12'X15'DUMPSTER ENCLOSURE I 8' MASONRY SCREEN WALL WITH SOLID METAL DOUBLE DOORS I I --� E L.E.IS WA. O.T. ° on°rc i09=F oaio "' — SLOW CHILDRENAT PLAY \uu 25 CV \ NCNn ES4i Doc. oGlai09]3 EXIST. COMIC. OR L TCT --- 12" X 2" %20 SPEED BUMP NSI s.41' W. SOUTHLAKE BOULEVARD E 1R.ce VANES) — — 20'BUFFERYARO (20'-nl _ _ L yn 1-' YR a pp a� 1 \\ d 4 XI CAUTIONIII UNDERGROUND TELEPHONE CABLE ANO FRANCHISE UTILRY LOCATOR SERVICES OVERHEAD ELECTRIC IN AREA. CONTRACTOR CALL TEXAS ONE AT I-600.2454545 OR TO VERIFY EXACT LOCATION AND DEPTH UTILITY LOCATOR AT 1.800-DIG-TESS PRIOR TO CONSTRUCTION. III L —DWLK EXIST PP EXIST LON EXIST EI 1r AS PRTCT109JDE 815 1 . EXIST. COMIC. FUTURE CROSS EASEMENT ACCESS i WARE FENCE CAB. p. ELSE IS TCT. 5' BUFFERYARD 5'-A 1 i (OWNER: RUFFNER-RUFFNER, LLC 1 �^ Lot 1, Block 1, = . ADDITION 5 Cabinet ett A. A, Slide 1515 I bt: P.R.T.C.T. 8 EXISTING ZONING: C-2 3 a I "L.U.D. = OFFICE COMMERCIAL" gl I I SI Z 12'X15'DUMPSTER ENCLOSURE I 8' MASONRY SCREEN WALL WITH SOLID METAL DOUBLE DOORS I I --� E L.E.IS WA. O.T. ° on°rc i09=F oaio "' — SLOW CHILDRENAT PLAY \uu 25 CV \ NCNn ES4i Doc. oGlai09]3 EXIST. COMIC. OR L TCT --- 12" X 2" %20 SPEED BUMP NSI s.41' W. SOUTHLAKE BOULEVARD E 1R.ce VANES) — — 20'BUFFERYARO (20'-nl _ _ L yn 1-' YR a pp a� 1 \\ d 4 S69. 08'12'E XI I 31A3' 5�92M ITT 'II fit m �i III ° H Dz o J LET BENCHES —J Ix„ �J ' L 1 I 8 [ 1 / /rnsr • L PEoJ EMST.wELuaxc OB" 9 RUMORS fxlsT e- ss 1\ % nrDRaeL S9AH W $< FIRIE Wi6 S69. 08'12'E w@ 31A3' fdj m �i III — H —J Ix„ `III 0 000 I D El93TIN4 I°USO. BUILDING OWNER: VAL PATEL s' OL • "a) EMST.wELuaxc OB" 9 RUMORS Q A.. el RE-SX80 0 Lot 18 GOC. DVD1zD9z W 4AN By. 0 E%IST. COMIC._ 2- H. GRANBERRY SURVEY, A-581 ADDITION PRT.4T. lig EEE"eu.w ERIC mmmJ DSml PRIG. Doc. No. D210120922 I COMMUNICATION PEDESTALo,.I. 4 D.R.T.C.T. NO ER' MARAUD INVESTMENTS, LLC W F 5'BUFFERY \ DOC.. NO. N0. D210020733 EXISTING ZONING: C-2 I N w�p D.R.T.C.T..QT. / Y "LU.D. =MIXED USE" SIGN FL I5V.E. cAe.A SmE1116 BTI} Ip�a N S SAL J D( ' 1) PR. T.CT. LL4o yyl EXISTING CONCRETE PAVEMENT a g 'Xrli BEARS E Text E-oss' S89°2603 -W 234.26' _—_-_—___---J_-_-___r N w°r 1/Y TENT WF W/ -ARFA' CAP 250' FIRE ROBE RUN . eRARI x ITw E - PES' 00 Lot 1 I 1 NEN 8' WOOD ' FENCE STRATFORT PARCELs' Block 1, Cabinet A, Slide, 9334, P.R.T.C.T. NE, CAB, A CLEF MCA mF uIS O P.RTCT EXISTING ZONING: SF 20A x LA EXIST I "LU.D. =MEDIUM DENSITY RESIDENTIAL" 50' GRNNGE B °"B-pETC, LA CURB I I Lot 9 w I I 1 I S69. 08'12'E _ — 31A3' fdj IRRIGATION CONTROL VALVE NORTH _ — H —J 90 l6 0 90 GUY WIRE 80 0 000 I T' Dx mlaozOm P0.TC1 Q E%IS — TFH W N 0 E%IST. COMIC._ DE _ 1 250' FIRE HOSE RUN L� �� ERIC mmmJ DSml PRIG. I COMMUNICATION PEDESTALo,.I. I �1 Y" NO ER' MARAUD INVESTMENTS, LLC W F LOT 2, BLOCK 1 A, MEDICALAT TUSCAN CREEK \ DOC.. NO. N0. D210020733 ps I N w�p D.R.T.C.T..QT. / Y SIGN 1 Ip�a EXISTING ZONING: 0-1 / LL4o "L.LLD. = OFFICE COMMERCIAL" / EXISTING CONCRETE PAVEMENT a g I O Iy IN oQ w N w°r g N 250' FIRE ROBE RUN . A 00 al aF : o .1 r y IK mF uIS O x LA EXIST I tltll o LA CURB I - E w INLET < O n oI .DDI 210 733oaa .T.\ 3 INCJ h %IT H ST EO I yd A M 6 m WY 1 U SFA' C / wG<¢{ I a f 6 // DDE11CT S Pu4T man In I InF - Z 4_ HEAD Y 3Y.¢ S WALL kANT f wem e EC EEMT 1e OOc BN.I. / °OLDkYEt']v EN / CE - _RI4T_ --------I Al r El OWNER: MAHALO INVESTMENTS, LLC I5 11° & R „ LOT 2, BLOCK 1 L I — / MEDICAL VILLAS AT TUSCAN CREEK Pi qA DOC. NO. 0210020733 D.R.T.C.T. g w RE rvlrvG EXISTING ZONING: 0-1 2' P I LL "LU.D. = OFFICE COMMERCIAL" IP ae \ -� _ 5'IIE OCC 4EIWMrA lIxL4i. UNABLEDEVINE NE CE Ix- DDLaIE NEN - STRATFORT PARCEL 1 u' DRAINAGE a LLE. I Block 1, Cabinet A. Slide, 9334, P.R.T.C.T. W. a SLIDE BN a"11 EXISTING ZONING: SF 20A I "L.U.D. =MEDIUM DENSITY RESIDENTIAL" I Lot 8 Lot 7 Lot 6 BENCHMARK: CITY OF SOUTHLAKE SURVEY MONUMENT 37 LOCATED APPROXIMATELY 171' NORTHWEST OF A FIRE HYDRAN ET1027) THAT IS LOCATED AT THE SOUTHWEST CORNER OF ROBERT H. ROCKENBAUGH ELEMENTARY SCHOOL, AND APPROXIMATELY 214' SOUTHWEST OF A FIRE HYDRANT(W28) LOCATED APPROXIMATELY AT THE MIDPOINT OF THE FACE OF R08ERT H. ROCKENBAUGH ELEMENTARY SCHOOL AT THE PARKING LOT. ELEVATION = 623.07 I Lot 5 LEGEND O PROPERTY CORNER -4111 FIRE HYDRANT 0 WATER VALVE GENERAL NOTES: I. ALL FILL SNLT BECOMPACTEDTOAD O£AT NY95%IEERCENTSTANDWRDPRNASMD89 AEWTIMUM%ECSMSPEAPERTEILSBREOMM pNHDAMPO YEO By ME CITY ALL FILL HALL BE TESTED ASINSTALLED AND CERnEDBYAN APPROVED SOILS LABORATORY. z. NISTREETS.VNLEBSALIERXAXVEDES*N15 SVBMECIW3 &DESWE,O U1ECH SMLM EDI ASSFECIFIEO L R1 E`MB WCNNAY OEPMTME EXEDGE IHEMENTSAW FP NRAS SBY TIEMNDFSWIHW(E. SW.LL BELL BE NI ETYEFN N A MIXLNVM°F (B' l�ESOF STABILMED OGEBUSPANOENMF OR ENCEMENT(AS800. BE INDICATE. I.MPASTg E SENNESS. N 19S%)REAGENTCENVEA9PER MBHLOOEBIGNATKKLTIBO.OEX81T'iE8T8 SXPLLBETFYEXEVERY I,EM SOVMEYNIOS ORLE83.FSPEWIREO BV CnY WYESLOR 3. INE SUB BADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTALHOMEY INSPECTOR PRIOR TO ANDAFTER SUBCNCE STASEWMN <. CURBMDGUTTERSNLLCONSISTOFSTEELREINFORCEDCONCRE MDSX BESM(W)WCHESHIHMOTHIR (W)INCHESME E CONSTRUC NWWHEELCNPNMPSWRLBETHERESPDXSIBIIRYOFTIEPAVW°CONTMCTORATTHETNEWPUML NPFAVENENT9, S.V PCFW ESJS AN°BFNEMERVGESANOWATEX VOLVE88CUMMK SV CTE.ONX IW FORWATER:S'.'L EVARYSEWERAC YINNOW OESISTIMPECHESIN ERNTA OMBYTHLWATEHACMRJF EBRYcES C IIEVCTEO.ON TX ETOPIONFROMaMENT.TXEYSICAR SERAC AMI ME ONES SETT SAT INMENTEASV THE FRONT THE LOT 1. RELCCAlE010'VFSIREMIf0.WA INESWRMVSEWER SERNCE MM ME ONES SEEMS AT IXECEHIFAOFLXE FRg1FOF THE LOT. 1 THE CORTRACTOR 8HLLL PROCEED PATH PAYING NO NYMN MAN BENENN�IMAD VII HWRB AFTER ENS111.... TESTS FLA. BEEN TANEN AND PAOEO BY A HE(NVA TESTING FIRM CCPIES OF ME TEST RESULTS MET RESULTS SHARE BE MANISHED TO ME CRY. IN TI E EVENT FAWIC CPEPATKKiS RAW HOT COMMENCED WTIH IN ME 8 EVENT`6 A I HOME LIMIT. A RETEST SHALL B E REWIRED AT ME CgRMCTORS EXPENSE. B MAXHOB ON ELEVATOXB CLEANI VALVE BOXES FINE HYTRAMS ETC, SHALL BE ADJUSTED TO FINISHED GRADE BY ME MIND DENTRACOR AT M E TIME OF PANNE. 9. TIE PAYING CONTRACTOR SHUL L BE BOSOM BIBLE FOR ALL'PE.W M' EM SURVEY REFERENCE MONUMENTS' AS DESC HALL IN ME SO EDIMON ORDINANCE INcL OWG CONCRETE MON UMEMS AT ALL SCANDANY CO1MEH3 8' 1P 1� e4• TYP 1.00% Y b f u�24. VIN 8'PNNTED BTHIPE REINFR fTD( REINF RODS 1E" LONG X ES' DIA STEEL AHLHGR ROp3 13 PER BARRIER) dA CONCRETE WHEEL STOP SITE EARN DAN —BEFOR AI]Ol PBWIIm 10.01/1) RENUMBER ZAIB-0030 USE1 t, LA1B PAVING PLAN Ci -2 c." � � NORTH Na.Ne4e. MCINRY MAP NNNE E, TEXAS C.N. ZA194030 WATER METER fdj IRRIGATION CONTROL VALVE NORTH V Z POWER POLE H —J 90 l6 0 90 GUY WIRE 80 IB. y {O{$ao E Q ELECTRICAL METER SCALE : C = 30' W N L�1 GAS LINE MARKER Z ¢Kj I 0qT COMMUNICATION PEDESTALo,.I. E Y" UNDERGROUND COMMUNICATION MARKER W O CLEANOUT ps SANITARY SEWER MANHOLE IV Y SIGN ® PROPOSED BUILDING rOMN. EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK PER CITY OF SOUTHLAKE w N w°r STANDARDS. CROSS SLOPE SHALL NOT EXCEED 2 PERCENT. . ® PROPOSED ADA RAMP x O v 2e�n GENERAL NOTES: I. ALL FILL SNLT BECOMPACTEDTOAD O£AT NY95%IEERCENTSTANDWRDPRNASMD89 AEWTIMUM%ECSMSPEAPERTEILSBREOMM pNHDAMPO YEO By ME CITY ALL FILL HALL BE TESTED ASINSTALLED AND CERnEDBYAN APPROVED SOILS LABORATORY. z. NISTREETS.VNLEBSALIERXAXVEDES*N15 SVBMECIW3 &DESWE,O U1ECH SMLM EDI ASSFECIFIEO L R1 E`MB WCNNAY OEPMTME EXEDGE IHEMENTSAW FP NRAS SBY TIEMNDFSWIHW(E. SW.LL BELL BE NI ETYEFN N A MIXLNVM°F (B' l�ESOF STABILMED OGEBUSPANOENMF OR ENCEMENT(AS800. BE INDICATE. I.MPASTg E SENNESS. N 19S%)REAGENTCENVEA9PER MBHLOOEBIGNATKKLTIBO.OEX81T'iE8T8 SXPLLBETFYEXEVERY I,EM SOVMEYNIOS ORLE83.FSPEWIREO BV CnY WYESLOR 3. INE SUB BADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTALHOMEY INSPECTOR PRIOR TO ANDAFTER SUBCNCE STASEWMN <. CURBMDGUTTERSNLLCONSISTOFSTEELREINFORCEDCONCRE MDSX BESM(W)WCHESHIHMOTHIR (W)INCHESME E CONSTRUC NWWHEELCNPNMPSWRLBETHERESPDXSIBIIRYOFTIEPAVW°CONTMCTORATTHETNEWPUML NPFAVENENT9, S.V PCFW ESJS AN°BFNEMERVGESANOWATEX VOLVE88CUMMK SV CTE.ONX IW FORWATER:S'.'L EVARYSEWERAC YINNOW OESISTIMPECHESIN ERNTA OMBYTHLWATEHACMRJF EBRYcES C IIEVCTEO.ON TX ETOPIONFROMaMENT.TXEYSICAR SERAC AMI ME ONES SETT SAT INMENTEASV THE FRONT THE LOT 1. RELCCAlE010'VFSIREMIf0.WA INESWRMVSEWER SERNCE MM ME ONES SEEMS AT IXECEHIFAOFLXE FRg1FOF THE LOT. 1 THE CORTRACTOR 8HLLL PROCEED PATH PAYING NO NYMN MAN BENENN�IMAD VII HWRB AFTER ENS111.... TESTS FLA. BEEN TANEN AND PAOEO BY A HE(NVA TESTING FIRM CCPIES OF ME TEST RESULTS MET RESULTS SHARE BE MANISHED TO ME CRY. IN TI E EVENT FAWIC CPEPATKKiS RAW HOT COMMENCED WTIH IN ME 8 EVENT`6 A I HOME LIMIT. A RETEST SHALL B E REWIRED AT ME CgRMCTORS EXPENSE. B MAXHOB ON ELEVATOXB CLEANI VALVE BOXES FINE HYTRAMS ETC, SHALL BE ADJUSTED TO FINISHED GRADE BY ME MIND DENTRACOR AT M E TIME OF PANNE. 9. TIE PAYING CONTRACTOR SHUL L BE BOSOM BIBLE FOR ALL'PE.W M' EM SURVEY REFERENCE MONUMENTS' AS DESC HALL IN ME SO EDIMON ORDINANCE INcL OWG CONCRETE MON UMEMS AT ALL SCANDANY CO1MEH3 8' 1P 1� e4• TYP 1.00% Y b f u�24. VIN 8'PNNTED BTHIPE REINFR fTD( REINF RODS 1E" LONG X ES' DIA STEEL AHLHGR ROp3 13 PER BARRIER) dA CONCRETE WHEEL STOP SITE EARN DAN —BEFOR AI]Ol PBWIIm 10.01/1) RENUMBER ZAIB-0030 USE1 t, LA1B PAVING PLAN Ci -2 c." � � NORTH Na.Ne4e. MCINRY MAP NNNE E, TEXAS C.N. ZA194030 CAUTIONIII CONTACT 48 HOURS PRIOR TO CONSTRUCTION ABOVE NET FIBER: 2143693352 AT&T: 214-745.2964 ATMOS ENERGY: 817359.1313 CHARTER COMMUNICATIONS: 817- 8223745 CITY OF SOUTHIAKE: 817-74&8082 LEVEL (3) COMMUNICATIONS: 877-3668344 ONCOR ELECTRIC DELIVERY: 817-215-6688 ONE SOURCE COMMUNICATIONS: 8173923042 TRI COUNTY ELECTRIC: 817431-1541 VERIZON ENGINEERING: 972-57&3354 EXIST CONIC. SOWLK EXIST PF fnsr vu - 10UE '- Aa.1 .1c, 1S5 E%IST. CONC. FUTURE CROSS EASEMENT ACCES�'B ILDINGLINE WIFE FENCE CA9. Ap 9JOE 1515 c.r. T BUFFERYARD (5'-A) I OWNER: Lot 1, Block 1, LLC GB Lot 1, Block 1, Cabinet A, ADDITION _ Cabinet A, Slide 1515 I Bra I P.R.T.0 T. i861 EXISTING ZONING: C-2 "L.U.D. = OFFICE 1I1 III COMMERCIAL" SSENCLOSURE S'MASONRY SCREEN WALL W ITH SOLID METAL DOUBLE DOORS >a II 5' V.E. 15' WATER E.1 ooc. 01:olzoexx aG Bx1VlzWzx oA.?c.?-� oA.?c_ — _ _ — _ _ _ —--- ---------- T--�� --- {{IIF}-_---HHSIGN -'y \ L -SLOW CHILDREN qT PLAY c...p CEESs ISMT . EXIST. CON C. C Pr.GT. \--�-- 112" X 2" X 20' - SPEED BUMP W. SOUTHLAKE BOULEVARD CAUTIONIII UNDERGROUND TELEPHONE CABLE AND FRANCHISE UTILITY LOCATOR SERVICES OVERHEAD ELECTRIC IN AREA CONTRACTOR CALL TEXAS ONE AT 1300-2454545 OR TO VERIFY EXACT LOCATION AND DEPTH UTILITY LOCATOR AT 1800431G-TESS PRIOR TO CONSTRUCTION. PP EXIST CONIC. SOWLK EXIST PF fnsr vu - 10UE '- Aa.1 .1c, 1S5 E%IST. CONC. FUTURE CROSS EASEMENT ACCES�'B ILDINGLINE WIFE FENCE CA9. Ap 9JOE 1515 c.r. T BUFFERYARD (5'-A) I OWNER: Lot 1, Block 1, LLC GB Lot 1, Block 1, Cabinet A, ADDITION _ Cabinet A, Slide 1515 I Bra I P.R.T.0 T. i861 EXISTING ZONING: C-2 "L.U.D. = OFFICE 1I1 III COMMERCIAL" SSENCLOSURE S'MASONRY SCREEN WALL W ITH SOLID METAL DOUBLE DOORS >a II 5' V.E. 15' WATER E.1 ooc. 01:olzoexx aG Bx1VlzWzx oA.?c.?-� oA.?c_ — _ _ — _ _ _ —--- ---------- T--�� --- {{IIF}-_---HHSIGN -'y \ L -SLOW CHILDREN qT PLAY c...p CEESs ISMT . EXIST. CON C. C Pr.GT. \--�-- 112" X 2" X 20' - SPEED BUMP f Il� OWNER: VAL PATEL S' " Lot 18 o'c D2$Nzx H. GRANBERRY SURVEY, A-581 ADDITION D.C. No. D210120922 D.R.T.C.T. EXISTING ZONING: C-2 5'BUFFERYAI "L.U.D. = MIXED USE" 5' V E. G0. A 4UVE 1316 .BD Lot 1 STRATFORT PARCEL Block 1, Cabinet A. Slide, 9334, P.R.T.C.T. EXISTING ZONING: SF 20A "L.U.D. = MEDIUM DENSITY RESIDENTIAL" ESALL_-'� WV -T'OEoce ----, WIWA)]]. YAIGI { IENCHE$--,\l J L1yR�' OA - 5385' TO SOUTH WHITE CHAPEL BOULEVARD I°OS'11"E 31.45' -- -- W. SOUTHLAKE BOULEVARD 1,56', L=155.41' (N.O.w. vAN¢s1 151 SIT 01" E 33' 12-, CD=155.41' / TS WT _yp R.-6--41Y1,'Ex13T PP _ 27J.7N" __—__—___-n'Iwf _ w/ __- -gpLSM55' `API EXISTFH I ARD --- I __1_1--------- -------539 oT 1- EXIST. CONIC. - 1 FENCE 610- _1—, 15'SIAN. n U.E ' f Il� OWNER: VAL PATEL S' " Lot 18 o'c D2$Nzx H. GRANBERRY SURVEY, A-581 ADDITION D.C. No. D210120922 D.R.T.C.T. EXISTING ZONING: C-2 5'BUFFERYAI "L.U.D. = MIXED USE" 5' V E. G0. A 4UVE 1316 .BD Lot 1 STRATFORT PARCEL Block 1, Cabinet A. Slide, 9334, P.R.T.C.T. EXISTING ZONING: SF 20A "L.U.D. = MEDIUM DENSITY RESIDENTIAL" ESALL_-'� WV -T'OEoce ----, WIWA)]]. YAIGI { IENCHE$--,\l J L1yR�' OA - 5385' TO SOUTH WHITE CHAPEL BOULEVARD I°OS'11"E 31.45' -- -- AII_ SrYf wmi 00.?Ci. / __E89°16'03"JN.iE4.1&_aJ( ____ _ _ �BxiWAxL ox?cr. _ _ _ _ 58_72- W _ 27J.7N" __—__—___-n'Iwf _ w/ __- -gpLSM55' `API EXISTFH Sp BUBUILDING ONE --------- 1- EXIST. CONIC. - 1 FENCE 7� L�60G oiiro2mnJ / o X1.11 w OWNER: MAHALO INVESTMENTS, LLC �I i LOT 2, BLOCK 1 N MEDICAL VILLAS AT TUSCAN CREEK DOC. NO. D210020733 Wwo D.R.T.C.T. / =a EXISTING EXISTING ZONING: 0-1 / -L.U.D. = OFFICE COMMERCIAL" INa� I I uIN' 04' 19 i a XI 0 % EXIST IN / = �yy CURB / r E LET I , .00%T10 733 I SST o p° 4 I T H,4 SC E0 Ab �n J m IAnnu E ic.E ! E9°13'NN EI )8' TIT -/ - INCaxI UE I 2> 0.4EGr. ),nd WALHEAL _ i I x5'sxB TAX, ,J/[� Y I f}) WNCXURcLr / °0G0iCCE1."'N 11 IXEoOxlcoT. _—_-_-_--r 9N •i 1 � r--,�-g��7�-�-y��-- OWNER: MAHALO INVESTMENTS, LLC X WY & z ,I LOT 2, BLOCK 1 L_—_--____ 1 MEDICAL VILLAS AT TUSCAN CREEK DOC. NO. 0210020733 lip D.R.T.C.T. 1 RE VINO EXISTING ZONING: "L.U.D. =OFFICE COMMERCIAL" �`--- __-_--..-- --- ----I LEGEND O PROPERTY CORNER FIRE HYDRANT 0 WATER VALVE Q WATER METER IRRIGATION CONTROL VALVE S POWER POLE GUY WIRE 0 ELECTRICAL METER 4 GAS LINE MARKER Q COMMUNICATION PEDESTAL UNDERGROUND COMMUNICATION MARKER p CLEANOUT O SANITARY SEWER MANHOLE SIGN ® PROPOSED BUILDING PROPOSED CONCRETE SIDEWALK ® PROPOSED ADA RAMP —879— BUILT UP FINISHED GRADE CONTOUR —648— EXISTING CONTOUR GENERAL NOTES 1. PROPOSED ELEVATIONS ARE TOP OF PAVEMENT AND FINISHED GRADE ELEVATIONS, 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF SOUTHIAXE STANDARDS AND SPECIFICATIONS. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PIANS AND OTHER DOCUMENTS APPROVED By ALL OF THE PERMITTING. 4. THE CONTRACTOR SHALL MEET OSHA STANDARDS FOR TRENCH SAFETY. 5. THE CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OFANY CONSTRUCTION. IN THE EVENT OFFINISHED GRADES THE CONTRACTOR SHALL NOTACCEPTABLE THE BL ENGINEER IMMEDIATELY. UPON P MINOR APPROVAL ADJUSTMENTS H OF FINISHED GRADES TO ACCOMPLISH SPOTpRAINAGE ME gCCEPTABLE IF NECESSARY, UPON PRIOR APPROVAL OF THE ENGINEER e.THELOCATIONSOFALL UNDERGROUND UTILITIES SHOWN IN THE PIANSARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO COMMENCING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 7. THE CONTRACTOR SHALL OBTAIN A GRADING PERMIT FROM THE CITY OF SOUTHIAKE PND PARTICIPATE IN A PUBLIC WORKS PRECONSTRUCTION MEETING PRIOR TO MOBILIZATION AND CONSTRUCTION, B. PRIOR TO PLACING FILL. THE SUBGRAOE SHALL BE SCARIFIED TO A DEPTH Of SIX INCHES AND RECOMPACTED TOA MINIMUM OF 95% STANDARD PROCTOR AT OR SUGHRYABOVE MOISTURE CONTENTAS DETERMINED BY ASTM MN FILL MATERIAL SHALL BE PLACED IN SIX TO NINE INCH LIFTS AND COMPACTED IN A SIMILAR MANNER. ORGANICS SHALL BE REMOVED FROM ALL FILL. 9. ALL PROPOSED GRACES IN LANDSCAPED AREAS ARE FINISHED GRACE ELEVATIONS. THE CONTRACTOR SHALLALLOW FOR SEEDING AND SODDING IN THESE AREAS 10. ANY DAMAGE TO ADJOINING PROPERTY DURING CONSTRUCTION SHALL BE REPAIRED TO PRECONSTRUCTION CONDITION OR BETTER AT THE CONTRACTOR'S EXPENSE. 11. EROSION CONTROL SHALL BE IN PLACE PRIOR TO THE DISTURBANCE OF ANY EXISTING SURFACE. 12. ALL SIDEWALK CROSS SLOPES SHALL BE 2 PERCENT OR FLATTER TO MEET Al REQUIREMENTS. BENCHMARK: CITY OF SOUTHLAKE SURVEY MONUMENT 37 LOCATED APPROXIMATELY 171' NORTHWEST OF A FIRE HYDRANT(1027) THAT IS LOCATED AT THE SOUTHWEST CORNER OF ROBERT H. ROCKENBAUGH ELEMENTARY SCHOOL, AND APPROXIMATELY 214' SOUTHWEST OF A FIRE HYDRANT(1028) LOCATED APPROXIMATELY AT THE MIDPOINT OF THE FACE OF ROBERT H. ROCKENBAUGH ELEMENTARY SCHOOL AT THE PARKING LOT. ELEVATION=623.07 NOTE: THE CONTRACTOR SHALL MATCH EXISTING GRADES AT THE PROPERTY LINES AND SHALL NOT ALTER EXNSTING DRAINAGE PATTERNS ONTO ADIACENT LOTS. z,N.4w.mW mllAl W NNN 1oa1nT 5 uxix, /mON]IB GRADING PLAN Lx II -INN C-3 vrq mI C.N. ZAII-Xaa AII_ SrYf wmi 00.?Ci. L IR'Iw WAnsl4zr E=am' - 1/Y ff S Iu w/'Al2A- d _5 __E89°16'03"JN.iE4.1&_aJ( ____ _ _ _ _ _ SE 99V�xm )ROpSE Ix -W _ _ _ _ 58_72- W _ 27J.7N" __—__—___-n'Iwf _ w/ __- -gpLSM55' `API BFIAs N 1)R9' E - 0.90' NEW S' WOOD --------- - ti - 1 FENCE STRATFORT PARCEL I 15'SIAN. n U.E ' Block 1, Cabinet A, Slide, 9334, P.R.T C.T. c'A' P. WCE 5VE. ., LA0 A SUR 12166 P.B ic.i. P'9.111 EXISTING ZONING: SF 20A 1 "L.U.D. = MEDIUM DENSITY RESIDENTIAL" S9' 96uxA I c)8. OE UaA A. W a.?c? I Lot 9 I Lot 8 ' Lot 7 Lot 6 I Lot 5 I BENCHMARK: CITY OF SOUTHLAKE SURVEY MONUMENT 37 LOCATED APPROXIMATELY 171' NORTHWEST OF A FIRE HYDRANT(1027) THAT IS LOCATED AT THE SOUTHWEST CORNER OF ROBERT H. ROCKENBAUGH ELEMENTARY SCHOOL, AND APPROXIMATELY 214' SOUTHWEST OF A FIRE HYDRANT(1028) LOCATED APPROXIMATELY AT THE MIDPOINT OF THE FACE OF ROBERT H. ROCKENBAUGH ELEMENTARY SCHOOL AT THE PARKING LOT. ELEVATION=623.07 NOTE: THE CONTRACTOR SHALL MATCH EXISTING GRADES AT THE PROPERTY LINES AND SHALL NOT ALTER EXNSTING DRAINAGE PATTERNS ONTO ADIACENT LOTS. z,N.4w.mW mllAl W NNN 1oa1nT 5 uxix, /mON]IB GRADING PLAN Lx II -INN C-3 vrq mI C.N. ZAII-Xaa CAUTIONIII CONTACT 48 HOURS PRIOR TO CONSTRUCTION ABOVE NET FIBER: 2145695352 AT&T: 214-745.2964 ATMOS ENERGY: 817.35-1-13 CHARTER COMMUNICATIONS: 817.8225745 CITY OF SOUTHLAKE: 8174485082 LEVEL (3) COMMUNICATIONS: 87756B53M ONCOR ELECTRIC DELIVERY: 817.21%688 ONE SOURCE COMMUNICATIONS: 817-6925042 TRI COUNTY ELECTRIC: 817-431-151 VERVON ENGINEERING: 972578-3354 CAUTIONIII FRANCHISE UTILITY LOCATOR SERVICES UNDERGROUND TELEPHONE CABLE ANO 1. DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED. OVERHEAD ELECTRIC IN AREA. CONTRACTOR CALL TEXAS ONE AT 1-800-245 545 OR TO VERIFY EXACT LOCATION AND DEPTH UTILITY LOCATOR AT 1500-DIG-TESS PRIOR TO CONSTRUCTION. -_ 82' MET Pp' E%IST CONIC. SOWLK Evsr s Ae. w. woE Is15 I PR.EGT. EXIT. CONIC, FTURE CROSS r EASEMENT ACCESS FENCE UC CAB. A ell 151 P.R.T.GT. I I OWNER: RUFFNER-RUFFNER, LLC Lot 1, Block 1, q^ REUTLINGER ADDITION had � Cabinet A, Slide 1515 1 Sra I P.R.T.C.T. e 3 EXISTING ZONING: C-2 31 "L.U.D. = OFFICE COMMERCIAL" e1 I I ell I I ^r I SI I �I 12'X16' DEMPSTER ENCLOSURE W MASONRY SCREEN WALL WITH I SOLID METAL DOUBLE DOORS I s' U.E. IS' W11Ex ESNT. 8310120922 OC. 021M2M22 i.C.r. \J1y' 2s' CMNox I,c. EwT iJ ooG al.. 222 EXIST. CONC. o.R..c T. ' OWNER: VAL PATEL s'Uc. Lot 18 .. o21o12AA22No 1. DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED. H. GRANBERRY SURVEY, A-581 ADDITION IE1.c.r. / Doc No. D210120922 -879- BUILT UP FINISHED GRADE CONTOUR D.R.T.C.T. -_ 1 sD' ORuxAGE A e. NORTH EXISTING ZONING: C-2 . . a w0E sur "L.U.D. = MIXED USE" 2.s' U.E. 90 16 0 30 60 [A9. k wEE 121.1 yx, =r - 9.41' W. SOUTHLAKE BOULEVARD E atax. v ES) 1 EX 15T W "1� WIL.Na 2 ELSPNG 1 SM BocX" 4.m SE. TEE=A3S.•.q F SEQUENCE OF CONSTRUCTION I. PROTECT MISTING INLETS AND INSTALL SILT FENCE AS SHOWN IN THE PLANS. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL CURBS AND PERMANENT PAVEMENT ARE COMPLETED. 2. STABILIZE THE SUBGRADE AND CONSTRUCT PAVEMENT. 3. SEED AND SOD ALL NON PAVED AREAS DISTURBED DURING CONSTRUCTION TO PREVENT EROSION. 4. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETED AND THE AFFECTED AREAS ARE RESTORED AS APPROVED BY THE ENGINEER, TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OFFSITE TO APPROVED AREAS. LEGEND Oi PROPERTY CORNER 1. DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED. -B- FIRE HYDRANT / i WATERVALVE -879- BUILT UP FINISHED GRADE CONTOUR 0 WATER METER EXISTING ZONING: SF 20A 1 sD' ORuxAGE A e. NORTH �JJ IRRIGATION CONTROL VALVE . . a w0E sur ,R POWER POLE 90 16 0 30 60 J S. STRIPING AND INSTALLATION OF PAVEMENT MARKINGS. -) GUY WIRE CONIC SDW_K_ SCALE : I" = 30' EXIST _ QELECTRICAL METER S89°08'12"E ------ �'- GAS LINE MARKER 642 - - 31.45' _ *Mxs oy�----_- Q COMMUNICATION PEDESTAL A! -_-_-_- - E- AIA 9.RTct--- I p UNDERGROUND COMMUNICATION MARKER INSTALL CONSTRUCTION ENTCLEAN OUT o ® RANCEIEXIT os SANITARY SEWER MANHOLE F oocop mx>v / 1 _ _ i v SIGN ''EXIST FH _I_ L PROPOSED BUILDING - - I W9, EXIST. CONIC. PROPOSED CONCRETE SIDEWALK PROPOSED ADA RAMP _ 1 -NEW 8' WOOD i 1. DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED. oou�Tll_o2u / I -879- BUILT UP FINISHED GRADE CONTOUR EXISTING ZONING: SF 20A 1 sD' ORuxAGE A e. 4. LOCATIONS WHERE VEHICLES ENTER OR "IT THE SUE. 5. IDENTIFICATION OF MEASURES THAT NEED TO BE MAINTAINED, MODIFIED, OR ADDED TO CORRECT PROBLEMS. OWNER: . . a w0E sur NOF THE CONTRACTOR SHALL REMOVE SEDIMENT FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. THE FENCE POSTS SHALL BE e Lot 9 N I -I MAHALO INVESTMENTS, LLC LOT 2, BLOCK 1 /& 'I - - - - - DRAINAGE AREA BOUNDARY r U MEDICAL VILLAS AT TUSCAN CREEK �/ \ r DIRECTION OF FLOW DOC. NO. D210020733 / `moi. "who D.R.T.C.T. EXISTING ZONING: 0-1 / i -SF- SILT FENCE Iwai^ [.I Gxo // "LU.D. = OFFICE COMMERCIAL"// / I j o D CONSTRUCTION ENTRANCEIEXIT 8 ryao /4 �q / / I GENERAL NOTES FOR EROSION CONTROL a PVC PIPE �,II '� m) // gy*`ff$ �/ 181 uF 1. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN OR THE PROJECT SHALL BE INSTALLED cO=i rd PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED ACCORDANCE WITH THE LATEST BEST PRACTICES AS SPECIFIED BY THE EXIST / H LATEST VERSION OF THE NORTH CENTRAL TEAS COUNCIL OF GOVERNMENTS GOVERNMENTS (NCTCOG) DESIGN MANUAL FOR CONSTRUCTION - IL__ by % NIEB' // / E� I (2003) AND APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARE TO BE APPROVED BEFORE .I INVALL]NLET /' Ggn.1 o:jw CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF W SOUTH(E ENGINEERING DIVISION. PROT CDON j r I I�Qo 3. IF THE EROSION I + IM' U.E.D00.D210 20733 D.R.TO.T.N Q a I a¢. o�c CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFFSITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN SHALL BE REVISED ANDIOR ADDITIONAL EROSION CONTROL DEVICES JJ LL VS WILL BE REQUIRED ON THE SITE. %ITER I�zo+ `vuuL*I Ss - ,p Q _ ,O w Q Ex15f EDGE OF COt�C PAVEMENT J *A'tl' g6= on 0= m 4. IF OFF-SITE SOIL BORROW OR SPOIL SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION \ PED` 1/S IniW 7- / J I r SHALL BE DISCLOSED AND SHOWN ON THE EROSION CONTROL PIAN.OFFSITE BORROW AND SPOIL AREAS ARE CONSIDERED A PART OF THE PROJECT SITE AND THEREFORE SHALL TFC M 89-iT -EI \ T•6x,'wr / / [> j COMPLY WITH THE CITY OF SOUTHW(E EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER E-6NEAUn &/ 1 w o PRIOR TO FINAL APPROVAL OF THE PROJECT IxxfyT // GDC DileD2mv I w, S. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL EXISTING INFORMATION PRIOR TO COMMENCEMENT OF Y--' {5 � �A� CONSTRUCTION. PROTECTION J-_ SSMH . oxrci �^ P0.0TECTION\/ �� E l B. SHAUL BE RACTOR SHALL BE QUIREDOCOMPLY NTH THE FORIMPLEMENTING AND NDREQUIREMENTS OF THE PLMFASURESHEREINANO l x SHALL BE REQUIRED TO COMPLY WITH THE PROVISIONS AND REQUIREMENTS OF THE PLAN. -EXIST WM H 1 EAD \ - _ r / HEAD \\DWio R g oac,�y{�ru* 7. DAMAGES TO ADJACENT PROPERTY OR TO RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED OR POORLY ' ' /S]. ooc. mlmmns oYtY.Cf." MAINTAINED EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. P�N i DL ,1 iii IN ET .1 I SS THE CONTRACTOR SHALL NOT ALLOW Y CONSTRUCTION DEBRIS OUTSIDE THE PROJECT BOUNDARIES. ANY aml wo O k 6i ETAINII�G $I I 1 B. ANDEBRIS(MUD. GRAVEL,ORGANIC MATERIAL, ETC.) THAT FALLS ONTO ADJACENT PROPERTY OR EXISTING PAVEMENT 1 ENsrmol sroRv` 4axo .'' WAW 1 1 y OWNER: MAHALO INVESTMENTS, LLC o�°.3Y{v 1 SHALL BE REMOVED IMMEDIATELY. Ip li I LOT 2, BLOCK 1 L - - " - - - _ _ MEDICAL VILLAS AT TUSCAN CREEK 9. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF SILT AND SEDIMENT FROM EROSION CONTROL '111 11 1 // / DOC. N0. D210020733 DEVICES WHEN THE EFFECTIVENESS OF THESE MEASURES IS IMPAIRED. D.R.T.C.T. to. ALL DISTURBED NON -PAVED AREAS SHALL BE HYDROMULCHED OR SODDED IN A MANNER ACCEPTABLE WITH THE LOCAL GOVERNING AGENCY TO PREVENT EROSION AS SOON AS GRADING IS COMPLETED. 1 ------------' /' /1 RETAINING/ EXISTING ZONING: 0-1 r----635 - / 1 2- PVC I �' WALL "L.U.D. = OFFICE COMMERCIAL" I 11. REFER TO THE LANDSCAPE PLAN FOR FINAL STABILIZATION PRACTICES. PIPE / I �b/ `----------------------- of --1 12. THERE IS NO ON-SITE AND/OR ADJACENT SURFACE WATERS OR WETLANDS PRESENT FOR THIS SITE. LOC 1 -NEW 8' WOOD i 1. DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED. FENCE STRATFORT PARCEL Bieck 1, Cabinet A. Slide. 9334, P.R.T.C.T. cAe A. woE 12199 P RrGT. EXISTING ZONING: SF 20A 1 sD' ORuxAGE A e. 4. LOCATIONS WHERE VEHICLES ENTER OR "IT THE SUE. 5. IDENTIFICATION OF MEASURES THAT NEED TO BE MAINTAINED, MODIFIED, OR ADDED TO CORRECT PROBLEMS. "LU. D. =MEDIUM DENSITY RESIDENTIAL" . . a w0E sur NOF THE CONTRACTOR SHALL REMOVE SEDIMENT FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. THE FENCE POSTS SHALL BE 1 P.R,nGr. I Lot 9 TOTAL PROJECT AREA - 2.00 Ac. DISTURBED AREA=0.31 Ac. BENCHMARK: NETAII.W4G mG- ' /� 'WALL -'¢ - L ------0E -------- SITE DiaGDE1CFN DT.[0!,- CONSTRUCTION ENTRANCEJE%li IAYPaSro sET Ix_9E---------------__T______--1/2•IPf! ___ GAUeLE FExfF 'PPLSxAee wl THE CONTRACTOR SHALL WASH DOWN OR REPLACE THE AGGREGATE PAD WHEN SEDIMENT ______________ ______________y--------_-__-------_ OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR WHEN MUD IS BEING STRATFORT PARCEL I IV DUNAGE A UE TRACKED INTO THE PUBLIC ROADWAY. RUNOFF FROM THE WASHDOWN OPERATION SHALL cAe.p voE 2u4 TO CONTROL OFFSNOT BE ALLOWED ITE RSEOMDIRECTLY ENTATIONOFF SITE WITHOUT FLOWING THROUGH ANOTHER BMP IBlock 1, Cabinet A, Slide, 9334, P.R.T.C.T. xrc1. EXISTING ZONING: SF CASE NUM I "L.U.D. =MEDIUM DENSITY RESIDENTIAL" I I Lot 6 Lot 7 Lot 6 1 Lot 5 MAINT. SCHEDULE FOR INTEGRATED STORM WATER MANAGEMENT ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED EVERY 2 WEEKS AND WITHIN 24 HOURS AFTER A STORM EVENT OF 0.6 INCHES OR MORE TO ENSURE THAT THE DEVICES ARE WORKING. A CITYOF SOUTHLAKE SURVEY MONUMENT 37 LOCATED APPROXIMATELY 171' NORTHWEST OF A FIRE HYDRANT(1027) THAT IS LOCATED AT THE SOUTHWEST CORNER OF ROBERT H. ROCKENBAUGH ELEMENTARY SCHOOL, AND APPROXIMATELY 214' SOUTHWEST OF A FIRE HYORAM(1028) LOCATED APPROXIMATELY AT THE MIDPOINT OF THE FACE OF ROBERT H. ROCKENSAUGH ELEMENTARY SCHOOL AT THE PARKING LOT. ELEVATION =823.0] INSPECTIONS SHALL CONSIST OF THE FOLLOWING: 1. DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED. 2. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION, swlnuxE SITE 3. STRUCTURAL CONTROL MEASURES. 4. LOCATIONS WHERE VEHICLES ENTER OR "IT THE SUE. 5. IDENTIFICATION OF MEASURES THAT NEED TO BE MAINTAINED, MODIFIED, OR ADDED TO CORRECT PROBLEMS. �} \rfl SILT FENCE NOF THE CONTRACTOR SHALL REMOVE SEDIMENT FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. THE FENCE POSTS SHALL BE NCINRY w [ TE INSPECTED TO ENSURE THAT THEY ARE SUPPORTING THE FENCE, CO ca L OS m !- 0 0 a F"1 00 Y 5 'o w m MoIIA2 O,4/Y Wu, Id01/I: uo2rmle SN.I EROSION CONTROL PIAN eNWxw. C-5 NplalsWn C.N. ZAUPV130 m CAUTIONIII CONTACT 48 HOURS PRIOR TO CONSTRUCTION ABOVE NET FIBER: 214-8698352 AT&T: 214.745-2964 ATMOS ENERGY: 817-3591313 CHARTER COMMUNICATIONS: 817- 6228745 CITY OF SOUTHLAKE: 8174488082 LEVEL (3) COMMUNICATIONS: 877.3668344 ONCOR ELECTRIC DELIVERY: 817-2158688 ONE SOURCE COMMUNICATIONS: 817.692-6042 TRI COUNTY ELECTRIC: 01 74 31-1 5 4 1 VERIZON ENGINEERING: 972-578.3354 CAUTIONIII FRANCHISE UTILITY LOCATOR SERWCES UNDERGROUND TELEPHONE CABLE AND OVERHEAD ELECTRIC IN AREA. CONTRACTOR CALL TEXAS ONE AT 1-800-2451 OR TO VERIFY EXACT LOCATION AND DEPTH UTILITY LOCATOR AT 1-8 IG -TEES PRIOR TO CONSTRUCTION. EXIST PP E%IST CONIC SOW.X _ Ex -IST 5104 AB. A vDPR * Isls EXIST. CONIC. FUTURE CROSS I EASEMENT ACCESS WEE FENC5' U E. CO.p0. AIDE 1515 I - c r. 5' BUFFERYARD (5'-A) I IOWNER: RUFFNER-RUFFNER, LLC Lot 1, Block 1, Nv REUTLINGER ADDITION 0.6 Cabinet A. Slide 1515 `a' P.R.T.C.T. I Eta I 83 EXISTING ZONING: C-2 "L.U.D. = OFFICE COMMERCIAL" I I I 12'X16'SEN CLOS URE 8' MASONRYNRY SCREEN WALL WITH SOLID METAL DOUBLE DOORS L:155.41' W. SOUTHLAKE BOULEVARD 2'x3' COMM. 4.58'] 15 = 55. 33' O5.tx.D.w, VARIES) VAULT 41' ' 32' 13"] CU --� f FAICT EXIST PP ,IIT �90 2 N \ T EXIST W� 5' ox. 15' WATER ESNr. WATER VALVE WATER METER NORTH Da. DzlDlz.iozxlll�� c. Dxwvwxz Wy --r-- I .P. r.C�\ IRRIGATION CONTROL VALVE L -- MEDICAL VILLAS AT TUSCAN CREEK DOC. NO. D210020733 __ - ____ •.a •.� � 30 POWER POLE I r a`C,74x]u / I _ EXIST MD GUYWIRE SCALE : P = 30' 2s'CDM� I EXIST. CONC. 5 $T- Dac. Di,in.XO \ eR. .1. I ssuN I_II PIPE NOTE: I. ALL WATER METERS, WATER VALVES,SANITARY SEWER CLEANOUTS AND MANHOLES, SHOWN ARE EXISTING AND NEW ONES ARE NOT REQUIRED FOR THIS PROJECT. 2. THE CONTRACTOR SHALL CONNECT PROPOSED WATER SERVICE LINES TO EXISTING METERS, S 89. 08' 12' E WATER VALVE WATER METER NORTH 31.45' -------- Wy --r-- --- irx•B'K7CMj _ ARES _ _ _ — 4x1(bA]if, DAMl IRRIGATION CONTROL VALVE L -- MEDICAL VILLAS AT TUSCAN CREEK DOC. NO. D210020733 1- 1 NEW 1' 1 EXISTING i' 1 EXISTING oal,,VE .13AyIy •.a •.� � 30 POWER POLE I r a`C,74x]u / I _ EXIST MD GUYWIRE SCALE : P = 30' WILIND a EIBBTND I Srpry WnnwO 3499 LEGEND O PROPERTY CORNER I FIRE HYDRANT W❑ WATER VALVE WATER METER NORTH IX B' wL Wy e °x°Rc7 ----7 IRRIGATION CONTROL VALVE L -- MEDICAL VILLAS AT TUSCAN CREEK DOC. NO. D210020733 1- 1 NEW 1' 1 EXISTING i' 1 EXISTING oal,,VE .13AyIy •.a •.� H. CRANBERRY SURVEY, ADDITION 30 POWER POLE 15 0 90 �VAULII 8J u� xl y SYa� E —J GUYWIRE SCALE : P = 30' VN W Wk'rN 5. ALL SHALL BE TESTED AT ONE TRENCHPER LIFT. EREDS Doc. No. DP70120922 2092 I� 24' FIRE LANE s �E ooc oxmm]v ox?�r. ❑E WILIND a EIBBTND I Srpry WnnwO 3499 LEGEND O PROPERTY CORNER I FIRE HYDRANT W❑ WATER VALVE WATER METER NORTH SIZE I N0. I STATUS ISAN.SEWER U z e of 2• C PI IRRIGATION CONTROL VALVE L -- MEDICAL VILLAS AT TUSCAN CREEK DOC. NO. D210020733 1- 1 NEW 1' 1 EXISTING i' 1 EXISTING 4. A2 -HIGH LETTER'S' SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE SEWER SERVICES. •.a •.� H. CRANBERRY SURVEY, ADDITION 30 POWER POLE 15 0 90 00 L— y SYa� E —J GUYWIRE SCALE : P = 30' W Wk'rN 5. ALL SHALL BE TESTED AT ONE TRENCHPER LIFT. EREDS Doc. No. DP70120922 2092 I� UJI s �E ooc oxmm]v ox?�r. ❑E ELECTRICAL METER -------- Z e / GAS LINE MARKER LIFTSS SHALL BE LIFTSSHALLBE NO THAN 12- GREATER THAN12'LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT LIFTS TESTHE S SHALL E STAGGEREDTHAT ES ACENT LI D. R.T.C.T. d., 0 COMMUNICATION PEDESTAL BEXFS. uxPE -alV NEW 8' WOW W aa \ RE NINC EXISTING ZONING: UNDERGROUND COMMUNICATION MARKER LY ARE NOT DIRECTLY OVER THE PREVIOUS LIFT. Lot 1 f rU 0 CLEANOUT — — r1 PARCEL Binet os SANITARY SEWER MANHOLE I Block I, Cabinet A, Slide, 9334, P.R.T C.T, CAD-ux o"° i $LICE OSSA A.?a*. IV m v SIGN � IP c ® PROPOSED BUILDING B. ANY SERVICE TIE-IN TOAN EXISTING MANHOLE MUST BE CORED. rrt-AM.r xoom PROPOSED CONCRETE SIDEWALK y "L.U.D. =MEDIUM DENSITY RESIDENTIAL" sC' oR�uxA¢ 'v.R.?c.9pC1 WO EXIST. CONC. /�_ ---i ® PROPOSED ADA RAMP aY0ZQ 250' FlRE HOSE RUN L� / +T WATER NOTES n. I CRTCIrac 1. ALL WATER LINEREBS RETESTEDHALL BE AND IN TOORDAMA CEWITH NCTCOG DR-18MINIMUM, ECS.WTERWITH DO NSF SEAL. PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH NCTCOG STD. SPECS. WATER MAINS m rn TO HAVE A MINIMUM OF 4T COVER TO THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE LOT 2.. BLOCK 1 m OWNER: MAHALINVESTMENTS, LLC COMPRESSION -TYPE WITH STAINLESS STEEL TUBE LINERS. U MEDICAL VILLAS AT TUSCAN CREEK \ 2. ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SMALL BE SELECT MATERIAL Q. Co COMPACTED TO 9 $ DOC. N0. D210020733 I 5% STANDARD PROCTOR DENSITY. 'L- N x o D.R.T.C.T. / t O ?i A 3. WATER SERVICES SHOULD BE LOCATED 10' UPSTREAM OF THE SANITARY SEWER SERVICES. EACH LOCATION IS H Co �o EXISTING ZONING: 0-1 / TO BE STAMPED ON THE CURB WITH 2' HIGH LETTER W. b o aro "L.U.D. = OFFICE COMMERCIAL" a / 4. ALL SERVICES TO THE METER TO BE MINIMUM I'SDR-9 CLASS 200 POLYETHYLENE. oQ ,,-250- FIRE HOSE RUN / I o 5. ANY WATER VALVES LOCATED WITHIN PAVEMENT REAS SHALL BE ADJUSTED TO FINAL GRADE BY THE PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CONCRETE BLOCK OUT. •'/ °q`` Mti 6 ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. u x1 mQ 7. FOR VALVES INSTALLED 4 -AND DEEPER, EXTENSION WITH CENTER RING T OR LESS IS REQUIRED. o C / w EXIST URB I -E- B. FIRE DEPARTMENT SPRINKLER CONNECTIONS (FDC)SHALL BE FIVE INCH STORZ WITH A30DEGREE DOWN ELBOW x INLET/ AND A KNOX LOCKING CAP. ,I D\0 210 733 gBPI a 9 HYDTHE RANT AND WRE ITHIN 50 ENT FEET OF FI EDEP DEPARTMENT ACCESS.NS FOR ME SPRINKLER MUST BE WITHIN 100 FEET OFAFIRE FRIT Wc'o`e Iw m 10. THE REQUIRED DOUBLE CHECK BACK FLOW DEVICE FOR THE SPRINKLER SYSTEM SHALL BE LOCATEDONTHE rv�( St EO pY ° IIXVn RISER IF THE RISER IS WITHIN lWFEETOFTHEWATERMAINAND INAPITIF ITIS BEYOND IOUFEET.RISERI. \ C A M S �rn ROOMS SHALL BEA MINIMUM OF 5'X6' IF THE DOUBLE CHECK VALVE IS NOT LOCATED ON THERISER RDA ,4 I �? MINIMUM OF VXVIF IT IS ON THE RISER. 'r SETx 23' 'E 4 76' &, w o / I � �� SANITARY SEWER NOTES: S R. n°0°x]u-fin 1. SANITARY SEWER PVC PIPE SHALL BE SDR 351F DEPTH OF LINE IS IO FEET OR LESS AND SDR 261F DEPTH OF LINE W L F C`y z IS GREATER THAN IO FEET. I--� --L /2. PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II,OR BETTER, MATERIAL AS DEFINED IN ASTM WALL �uw D-2321, HEADANE yy uAND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD F Bi urt EPn —.t I PROCTOR DENSITY. S/ D2L Bfi CI, / D 4 p1 L T. yam- — 1 3. AFTER COMPLETION OF ALL TESTING(LE. MANDREL 8AIR) CONTRACTOR SHALL PERFORM ATELEVISEN ION - w r INSPECTION AND PROVIDE VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT, DEFLECTION TESTING SHALL BE ALL R OWNER: MAHALO INVESTMENTS, LLC oa� PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS, LOT 2 BLOCK 1 OWNER: VAL PATEL 5.106 Lot 18 Doc. ovolxooz o-?c.r. • II I B .N.2 Ensnxea 1,CRr.UNxO bon SF. SIZE I N0. I STATUS ISAN.SEWER Q °'°' F°E'°°B,sD of 2• C PI I O L -- MEDICAL VILLAS AT TUSCAN CREEK DOC. NO. D210020733 1- 1 NEW 1' 1 EXISTING i' 1 EXISTING 4. A2 -HIGH LETTER'S' SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE SEWER SERVICES. •.a •.� H. CRANBERRY SURVEY, ADDITION • R 0' D( 1) su,w L— CAB.AvoE lxl° D.R.T.C.T. 5. ALL SHALL BE TESTED AT ONE TRENCHPER LIFT. EREDS Doc. No. DP70120922 2092 I� I s �E ooc oxmm]v ox?�r. —_____ -------- In' IRF ffA95 51°x1' E-1035' In•BExr IRF W�•A-G-G➢ I e / I LIFTSS SHALL BE LIFTSSHALLBE NO THAN 12- GREATER THAN12'LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT LIFTS TESTHE S SHALL E STAGGEREDTHAT ES ACENT LI D. R.T.C.T. i I BEXFS. uxPE -alV NEW 8' WOW / LL \ RE NINC EXISTING ZONING: ---------------I----_ LY ARE NOT DIRECTLY OVER THE PREVIOUS LIFT. Lot 1 5'BUFFERYARO FENCE I 18� ADE W334 — — p- p PARCEL Binet ) LL "L.U.D. =OFFICE COMMERCIAL" ER �' I Block I, Cabinet A, Slide, 9334, P.R.T C.T, CAD-ux o"° i $LICE OSSA A.?a*. EXISTING ZONING: C-2 I A. Sl Block 1, Cabinet A. Slide, 9334, P. R.T.C.T. � IP c / \ I B. ANY SERVICE TIE-IN TOAN EXISTING MANHOLE MUST BE CORED. rrt-AM.r xoom L.U.D. = MIXED USE ID TYPE SIZE I N0. I STATUS ISAN.SEWER Q DOM 1' 1 NEW 6' ® DOM DOM DOM 1- 1 NEW 1' 1 EXISTING i' 1 EXISTING )5' U,E, nm ry `I ooco`'tO]u R 0' D( 1) L— CAB.AvoE lxl° ALLN s �E ooc oxmm]v ox?�r. —_____ -------- In' IRF ffA95 51°x1' E-1035' In•BExr IRF W�•A-G-G➢ 989.26'03"W 234.26' o.ABU ro SET, i010E T In '1v w/ -0.518°8' CAPI BEXFS. uxPE -alV NEW 8' WOW -------------- -- - - -- ---------------I----_ Lot 1 FENCE STRATFORT PARCEL ADE W334 PARCEL Binet �' I Block I, Cabinet A, Slide, 9334, P.R.T C.T, CAD-ux o"° i $LICE OSSA A.?a*. A. Sl Block 1, Cabinet A. Slide, 9334, P. R.T.C.T. stUa cne. A voE Ir44 vRrar. EXISTING ZONING: SF 20A I I I EXISTING ZONING: SF 20A MEDIUM DENSITY RESIDENTIAL" "L.U.D. =MEDIUM DENSITY RESIDENTIAL" sC' oR�uxA¢ 'v.R.?c.9pC1 Lot 9 Lot 8 Lot 7 Lot 6 Lot 5 BENCHMARK: CITY OF SOUTHLAKE SURVEY MONUMENT 37 LOCATED APPROXIMATELY 171' NORTHWEST OF AFIRE HYDRANT(1027) THAT IS LOCATED AT THE SOUTHWEST CORNER OF ROBERT H. ROCKENSAUGH ELEMENTARY SCHOOL, AND APPROXIMATELY 214' SOUTHWEST OF A FIRE HYDRANT(1028) LOCATED APPROXIMATELY AT THE MIDPOINT OF THE FACE OF ROBERT H. ROCKENBAUGH ELEMENTARY SCHOOL AT THE PARKING LOT. ELEVATION = 623.07 WATER METER SCHEDULE ID TYPE SIZE I N0. I STATUS ISAN.SEWER Q DOM 1' 1 NEW 6' ® DOM DOM DOM 1- 1 NEW 1' 1 EXISTING i' 1 EXISTING nm ry LEGEND 0T 1' PVC IRRIGATION WATER Q 1' PVC DOMESTIC WATER Q 6' PVC FIRELINE WATER apE,WW.. taomx .. 4 CASENUMBER ZA10-W3 m ewnx.,roveon a UTILITY PLAN xux.m. G6 N``O�IR''1N ],exew v1cNRr MAP zovnll.VL rats "'�^`• CN. ZA 19-0030 SUR Yl—FYbc wMAYn MWh Fe[,7'c A+latl In BxHN YFS WM BIBR. 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AMT.FMW [AWRISOduel. rl ANry Fmn rvs ironRbn To P.N &Ma EnM:WAMwl& segNSi T LSw WSERWA dEnlorM To Lxn Tn BMNq EOMr RaMr.a, Plan View S-9 [NE IYMNNIxO . DISCXMO[S [BUOY TORE FON11N0 ACIM11(S (TORE n HN0 ACTIVES 00 NOT INCLUDE WASHING OF TRACKS. RI WASG FROM ..INC AC(M11L4. HIST WATER (pW FNE SUPPRES%pl .,I., MO saw ACVMIvsN • "'Ca"AYWSEO n" MLMan FLU BYRD (GCLUa..SCX a M HY( INATERNATEO WATER. UNLESS THE WATER S MY OECHUNFAM1ED AND DISCHARGES ME Wa GFECT 1. AOMSELT NRCt AWAM Y% NMCH INCLUDE (LUBNIXOS FROM SYSIEWI ACTT MVEC POTABLE WATER. SURFACE WATER. OR (AMMUWATG THAT KCS MI COMNN ADgTMN PNANTS (UNCONTURIMIED FUND NIDRMf RUSXIXOS UO IM INCLUK SYSTEMS UMRAM AECLA ED WASTEWATER AS A SOURCE WATER); WATER FROM THE ROUTINE EEIERML BASES. OF KINDLER. INE INTERIM PCAIMX K NIIO S W STMICTURFS. MD PAY[Y[NTWHERE pLRROFMIS AMC A.$ ME XOt USCG MD NN[RC PILLS K IF1KE Oi TORM M MlApKOS YAf[aAU MVE NOi OCCURRED (VXI355 SPgIEO MTERI/11 MVE BEEN RENS I M0 IF LOCAL.STATE. M FEOFML ......— ME MPIIWG. THE AAISN S ME REMOVED ACCORMNO IO MDSE REWMTMXSJ. AHO "ERE MN E RPOSE IS TO REYOWE N. BURT. M WSt: . UNCONTAMINATED WNER USED t0 EOMML OUST • PoTMLE WATER SOURCESIR"ANNG NATGLINE FLUSHINGS (MCrIND DISCHAAOES OF XYPERCHLORIMTEO WATER, UXMSS THE WATER R TORSI OECHLptlMrzO MO OUMPUTHE3 ARE Not WECTEO TO ADUMALT ARECT AQUATICIIRJ: . UNCOMAYIMTED AN COMMONINO CONDENSATE; UKONLAYIMTEO GROUND WATER OR SPMNO W1iER. RLLANDO FWNDATMH OR FCOTM ORNNS "ERE (LOWS ME NOT CONTAMINATED WITH MOUSTgMEIIW AL IS SUCH AS SKYENIS; MO . I.A. NATGINO MD MWEAR IATUDA MN OWNAUE. wIRaGYmwRn Nn RR /Jr A54 AIF aumP n /AC! ".IV V AEseMV'. rN(.Yar rllAwumv vu[( d' BCA ,WWI uo AYR/ Lrvec/ra ro.EorLArar A•Erc'iAaENx ur. I. dsIURBFp MW. IINW ANO XWX L015 OX WXILX C DL E.MX ACTIVITY W CEASCO(iLYPoRMILY OR PGMNED.m. MRLL BE SIABaEEO .11.1. IC DAYS UNLESS ACTIVES ME SCHEDULED TO ASSUME N11HIN 11 SAYS. 1. WINIEMMLE MS IX^EC11OI1 /pDCEpU.Hs' COXigOL YWURES BILL SE INSPECTED N LWT ONCE A NEIN M MORIN AIA XWM K ANY STORY EYEV M OA INCHES oR DREAM. CRUMB. IF A WAR IS RECOMMIT IT WNL SE COME AS THE EANUMM PMCTNJSII DATE BU. WHIM b WHRS. PROJECT NAME R LOCATION: OPERATOR NMC At ADDRESS: e•• DRNLEO PROJECT DGCMPTMN: v.el" ' TOTAL PROJECT AN. IOTN ARM TO BE DISMISS: GS&I 17 EiTMTEDPROW I STMT OAED D�CEMDER 20 [SIIMrzo PRa[IT EW DATE. AUGUST DOW INUM. A SEDIMENT MM.: TO IT 0 IT IMUSN[EEI'ING BYR STNNAMTKIN IRA" L NOR: DWI. 1. b w.L AMR B. Xwn H w. U. m..l —f V-1., .I M. 'NCTC00' 1. MINN. Y.M.I Ia CWWT MWSM•. MAHE: CHAD ANDERSON OWNER/DEVELOPER REPREDDETITATIVE IE: BY: 2JY ENOINEERS, INC. (2Y con I L N 0 H U) rl Y 3 LES m W �Q V ) YW un WMA MWINN b MI1➢1 cAWWNWWW IaO1ni aonGBUe TAMN� EROSION CONTROL DETAILS W.N N.eW C- F}EW C.N.ZMW3O MM_ _ 0 •D D zil- .. iY'S�B:WjB' S-4 S-1 LvgNNSIwn LT Pen. Gl.a. ml+.nmwan Fmn LwNry silo `FWUN G. FMFOMc ArH B:rYm Pile%nBW LorgN N blwn CT Flue NU f•P jjT�UkiM AWAY MF. BW w Wd / Ena. AMT.FMW [AWRISOduel. rl ANry Fmn rvs ironRbn To P.N &Ma EnM:WAMwl& segNSi T LSw WSERWA dEnlorM To Lxn Tn BMNq EOMr RaMr.a, Plan View S-9 [NE IYMNNIxO . DISCXMO[S [BUOY TORE FON11N0 ACIM11(S (TORE n HN0 ACTIVES 00 NOT INCLUDE WASHING OF TRACKS. RI WASG FROM ..INC AC(M11L4. HIST WATER (pW FNE SUPPRES%pl .,I., MO saw ACVMIvsN • "'Ca"AYWSEO n" MLMan FLU BYRD (GCLUa..SCX a M HY( INATERNATEO WATER. UNLESS THE WATER S MY OECHUNFAM1ED AND DISCHARGES ME Wa GFECT 1. AOMSELT NRCt AWAM Y% NMCH INCLUDE (LUBNIXOS FROM SYSIEWI ACTT MVEC POTABLE WATER. SURFACE WATER. OR (AMMUWATG THAT KCS MI COMNN ADgTMN PNANTS (UNCONTURIMIED FUND NIDRMf RUSXIXOS UO IM INCLUK SYSTEMS UMRAM AECLA ED WASTEWATER AS A SOURCE WATER); WATER FROM THE ROUTINE EEIERML BASES. OF KINDLER. INE INTERIM PCAIMX K NIIO S W STMICTURFS. MD PAY[Y[NTWHERE pLRROFMIS AMC A.$ ME XOt USCG MD NN[RC PILLS K IF1KE Oi TORM M MlApKOS YAf[aAU MVE NOi OCCURRED (VXI355 SPgIEO MTERI/11 MVE BEEN RENS I M0 IF LOCAL.STATE. M FEOFML ......— ME MPIIWG. THE AAISN S ME REMOVED ACCORMNO IO MDSE REWMTMXSJ. AHO "ERE MN E RPOSE IS TO REYOWE N. BURT. M WSt: . UNCONTAMINATED WNER USED t0 EOMML OUST • PoTMLE WATER SOURCESIR"ANNG NATGLINE FLUSHINGS (MCrIND DISCHAAOES OF XYPERCHLORIMTEO WATER, UXMSS THE WATER R TORSI OECHLptlMrzO MO OUMPUTHE3 ARE Not WECTEO TO ADUMALT ARECT AQUATICIIRJ: . UNCOMAYIMTED AN COMMONINO CONDENSATE; UKONLAYIMTEO GROUND WATER OR SPMNO W1iER. RLLANDO FWNDATMH OR FCOTM ORNNS "ERE (LOWS ME NOT CONTAMINATED WITH MOUSTgMEIIW AL IS SUCH AS SKYENIS; MO . I.A. NATGINO MD MWEAR IATUDA MN OWNAUE. wIRaGYmwRn Nn RR /Jr A54 AIF aumP n /AC! ".IV V AEseMV'. rN(.Yar rllAwumv vu[( d' BCA ,WWI uo AYR/ Lrvec/ra ro.EorLArar A•Erc'iAaENx ur. I. dsIURBFp MW. IINW ANO XWX L015 OX WXILX C DL E.MX ACTIVITY W CEASCO(iLYPoRMILY OR PGMNED.m. MRLL BE SIABaEEO .11.1. IC DAYS UNLESS ACTIVES ME SCHEDULED TO ASSUME N11HIN 11 SAYS. 1. WINIEMMLE MS IX^EC11OI1 /pDCEpU.Hs' COXigOL YWURES BILL SE INSPECTED N LWT ONCE A NEIN M MORIN AIA XWM K ANY STORY EYEV M OA INCHES oR DREAM. CRUMB. IF A WAR IS RECOMMIT IT WNL SE COME AS THE EANUMM PMCTNJSII DATE BU. WHIM b WHRS. PROJECT NAME R LOCATION: OPERATOR NMC At ADDRESS: e•• DRNLEO PROJECT DGCMPTMN: v.el" ' TOTAL PROJECT AN. IOTN ARM TO BE DISMISS: GS&I 17 EiTMTEDPROW I STMT OAED D�CEMDER 20 [SIIMrzo PRa[IT EW DATE. AUGUST DOW INUM. A SEDIMENT MM.: TO IT 0 IT IMUSN[EEI'ING BYR STNNAMTKIN IRA" L NOR: DWI. 1. b w.L AMR B. Xwn H w. U. m..l —f V-1., .I M. 'NCTC00' 1. MINN. Y.M.I Ia CWWT MWSM•. MAHE: CHAD ANDERSON OWNER/DEVELOPER REPREDDETITATIVE IE: BY: 2JY ENOINEERS, INC. (2Y con I L N 0 H U) rl Y 3 LES m W �Q V ) YW un WMA MWINN b MI1➢1 cAWWNWWW IaO1ni aonGBUe TAMN� EROSION CONTROL DETAILS W.N N.eW C- F}EW C.N.ZMW3O HC SIGN, REF. 031A1.1 ----\ �— EDGE OF PAVEMENT FLEVEL LANDING ADA PARKING SPACE N.T.S. 2 COATS OF 4' WIDE WHITE TRAFFIC PAINT STRIPES S._0. PAVEMENT STRIPING DETAIL NOTE: SIGNS SHALL BE OF 1/2' LAMINATED DUOLU% W/ PAINTED SYMBOL AND 1' X 1' RESERVED SPACE PARKING LAYOUT GRID SIGN COLORS: b LEGEND&BORDER-GREEN BACKGROUND -WHITE SYMBOL -WHITE ON BLUE BACKGROUND H 450-200FINE b WITHOUT VEHICLE 11 PERMIT X17, 4' WIDE BLUE TRAFFIC PAINT S STRIPEwill a TfTYPI 1 ADA PARKING SPACE N.T.S. 2 COATS OF 4' WIDE WHITE TRAFFIC PAINT STRIPES S._0. PAVEMENT STRIPING DETAIL L �\I TN N O b d H.C. PARKING SIGN N.T.S. a 1 1 DRIVEWAY DIRECTIONAL ARROW DETAIL N.T.S. N T.S. POLE -11/4' I.D. GALV. PIPE SET IN 12-D %2'-S' CONC. PIER. H.C. SIGN NTS mpx.a. uw4. lanvv i erxx'mvm�a STRIPING DETAILS C -e ax. ulemao NOTE: SIGNS SHALL BE OF 1/2' LAMINATED DUOLU% W/ PAINTED SYMBOL AND LETTERING PROVIDE ONE SIGN FOR EACH HANDICAP PARKING RESERVED SPACE PARKING SIGN COLORS: Y LEGEND&BORDER-GREEN BACKGROUND -WHITE SYMBOL -WHITE ON BLUE BACKGROUND H 450-200FINE b WITHOUT VEHICLE 11 PERMIT L �\I TN N O b d H.C. PARKING SIGN N.T.S. a 1 1 DRIVEWAY DIRECTIONAL ARROW DETAIL N.T.S. N T.S. POLE -11/4' I.D. GALV. PIPE SET IN 12-D %2'-S' CONC. PIER. H.C. SIGN NTS mpx.a. uw4. lanvv i erxx'mvm�a STRIPING DETAILS C -e ax. ulemao