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Item 8 - Plans
61562061461661761861961562061461661761861962162162 2 62362462563062 1 6 1 9 620620620620616614612610610608606604603603604601611621617614615617 6 0 3 60560660761061 6616 6116133+000+001+002+003+000+001+002+00620625619622624624618619615615 614613612615620 610610609608607606605605603601615 6 2 0 61 0 61 0 612 612614615> >>61261 3 612 6176196210+001+0060060260458 9 591 593 594595597636578580638 5825 7 8 610 6286 4 0 630 628636632 584 590586588592594596604616600622630>>>>>>>0+001+002+003+004+005+006+007+000+001+002+003+004+005+006+007+008+008'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS 8'' SS 8'' SS 8'' SS COCO8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS COCO8'' SS 8'' SS 8'' SS 0+001+002+00 3+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+00 19+0020+00 21+0022+0023+0024+0025+0026+0027+000+001+002+003+004+005+006+007+008+008+000+001+00 12'' WT R 12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTRCOUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGE12'' W T R 12'' W T R 0+001+002+ 0 03+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+00 16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00 14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0014+25UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE12'' W T R12'' WTR12'' WTR12'' WTRSDSDSDSD12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' W T R UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE1 2 ' ' WTR12'' WTRCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCO8'' SS8'' SS12'' WTR 1 2 ' ' WTR12 ' ' WTR12'' WTR12'' WTR 12'' W T R 8 ' ' WTR8'' WTR UGE EX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTR24" RCP48" RCP48" RCP48" RCP48" RCPEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASE X G A S UGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGFUGFUGFUGFUGFUGFUGFUGFUGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGF U G E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24 ' ' SSEX 24'' SSEX 24 ' ' SS E X 2 4 ' ' S S E X 2 4 ' ' S S E X 2 4 ' ' S S E X 2 4 ' ' S S E X 2 4 ' ' S S EX 24'' SS13+021+002+003+004+005+006+007+008+009+0010+0011+0012+00 13+00 2+651+002+001+511+001+441+001+191+001+311+001+441+001+191+003+481+002+003+001+001+ 2 0 9+621+002+003+004+005+006+007+008+009+002+001+002+004+471+002+003+004+001+42 1+001+471+003+44 1+002+003+001+351+001+471+001+271+002+611+002+001+431+002+611+002+001+571+001+391+381+001+081+001+081+431+001+ 0 02+003+003+38JAMES B. MART IN SURVEYABSTRACT NO. 1134KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=317.44'R=4843.00'Δ=3°45'20"CB=N26° 18' 30"WCL=317.39L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23S61°48'53"W12.00S65°38'13 "W 1028 .90 'S34°06'40"E 470.25'L=1054.91'R=1778.00'Δ=33°59'40"CB=S17° 06' 50"WCL=1039.51L=303.19'R=2101.00'Δ=8°16'06"CB=S29° 58' 37"ECL=302.93S25°50'34"E 200.00'L=206.33'R=1424.00'Δ=8°18'07"CB=S29° 59' 37"WCL=206.15L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23PRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002February 21, 2022 W:\FTW\42000S\42036\002\CADD\SHEETSFTW\L1.00-TP-42036.DWG 2021-04-212021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23L100TREE CONSERVATION PLANLJOCADLJO0feet1001" = 50'50150200N O R T HL1.00-TP-42036.DWGTREE CANOPY TOBE PRESERVEDTREE CANOPY TOBE DISTURBEDOFFSITE TREECANOPY TO BEDISTURBED 30731030830931231331531631931731832032329029129229334434334230330232532432132638532238738838939039138639746846946739239840140247047147247347447547647749248755054954754848848949053653853746446346246146646545845746045940340439940033538238138433132732832933033233333433934133637633733837337437541237234934835035235335134634734535436036136235735835935636334036636736836436535541541741837037136942342443042142041943343442943243143643942642542871171271070970770671471372872672572972171972071870570470270343538338040940837937837740640741140545245145044941045445645345544644744544344447949547849448050248150348244849349147949547849450751050451150550650148648547448343742742244244144041441343872172270872372472771671569970170069069169269769369868568968668468768869469569664965065164464364564664764865465365263663863764064264163966666566466766366267067566966867367167267667867968068168265865765666166065973457657765563263163363463551751851662963052653454054653553350050850952551451351251551952152052252352452953152853052754254354154554457156957056856757457357257557958856656556356456256156058959059358758658559159259459559659860860760959759860860760959860060160459960655860260355962662755755655555455355255162562462362262162061961861861661560562857858058168358258358492492592692992892793098498598698998710041001100210031005988100710081009100692092192292391973273373473173573073973773875673674075775575474174475274274574674774877477575074974375875926175376075176276376576676776476878879078978779177877978077777677377076977177278478378278178578679579379279479679579379479679479681081181281379679479679579381982082182282682582482384084182782884784884684584484385085284985185586085485385885685710578638628618598648658668798788008018038027997987979059049069039019028998838828818878849008988978969129099109139189119089079149159161023102110221021102691310291027101810191020101710161014101510131010101210119989991000990117011801179117811811250117711761249117311721171116911741166103110301025116411651159116011611158125911561157126012621154115512611277127812761163116811671162839838837836829833830832831111011081109111111121115111411138428358341106110711161101110211051123112411261125112611171118112111201122109510931091109210901087108610851084108810821083112811291133113011311132113711361280128111381139127911351134104111401147114311441142114811461149114911501081108010791104109710941096111910581100109811031099869105610558688718708678738728778758748768808858861053105110471046105210541059106010481050106110498928938948958888918898901032103310451044106310621065106410781077107311521070115310761075106810671066104110741069104010431034103510421039103810281037103610721071975144215' SANITARY SEWEREASEMENTKIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23L=303.19'R=2101.00'Δ=8°16'06"CB=S29° 58' 37"ECL=302.93S25°50'34"E 200.00'L=206.33'R=1424.00'Δ=8°18'07"CB=S29° 59' 37"WCL=206.15L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23JAMES B. MARTIN SURVEYABSTRACT NO. 1134STATE HIGHWAY NO. 114KIRKWOOD BOULEVARD393394395396314275311>>>>>>>2762772782802812822832842852862872882972982993003053042742662672162189891290128212831289128412881286128712851293129212911293129212911263126912681271127012711266126512651253125612571258125212511248118512471245124612441182118311849919959979961196119511871186119799298399399498298111981199975931932933934935936937938974973976980979KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 1143012792213061/24/2022 Sheet NumberSheet TitleScale:AS NOTEDBDLChecked By:Drawn By:KEF42036Issued:Project No.:Revision No.Date Description SOUTHLAKE, TEXAS SOUTHLAKE NEW BUILD I:\42000s\42036\002\CADD\SheetsRCH\C-TREE-42036.dwg JANUARY, 2022 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-312VERIZON N040'80'GRAPHIC SCALE - 1"=40'TREE SURVEY 1 OF 2TS1.01MATCHLINE SEE SHEET TS-1.02123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFSeptember 30, 2021 I:\42000S\42036\002\CADD\SHEETSRCH\C-TREE-42036.DWG 2021-04-21POINT #NORTHING (Y)EASTING (X)ELEV.DESC.1037,040,699.992,381,159.38623.81FXTP1107,041,982.912,380,477.53590.28SXTP1117,041,538.812,380,715.74598.17SXTP1127,040,813.012,381,185.11621.02SXTP1137,040,550.642,380,081.45625.06SIRTP41147,041,295.292,379,591.03605.47SIRTP41157,041,190.512,381,066.93610.00SXTP1167,041,838.492,380,665.63594.65SXTPPRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23V102TREE SURVEY 276277278280281282283284285286287288297298299296295294300305304274266267270271272273258257268269259256262263228227226229246244245250249248251252253156255254214216218213220219217215209208207206203204205197201200202196193198195190191211199210212192194235117188189185186234187233233237238169170171174116183184115114172176175178173180113111112110105106107104103102979699949395240239163241231232242230164162161165166168157160159158152151155146154145153144181182167179177109108101100989289909187883848586686970752614810911131219161514222120837982808172717367656466626163605350126127125511231201211191181221244952585755545659747675787717182324252627302928313233343936353837404546484741424344128130131129132136137134135139133138140141142143147148150149989129012821283128912841288128612871285129312921291129312921291126312691268127112701271126612651265129412951297129613061305130413031308130713021326132513241311130913101313131213141317131613151318132012531256125712581252125112481185124712451246124411821183118499199599799611961195118711861197119611951187118613191239132313221321130113001299129899298399399498298111981199975931932933934935936937938936942943974973941143394094694594414351432143414401438143997697798097911881189119411931192119011911200120112191220978120312041202120596997097196596796695397296895795695895495594814371436949947134213431344134513411340133913381367136513691368136613461348134713491350135113521353135613541355137113641363136213611359136013571358132713281329133313361337133013311332133413351238123612371230122912311232123312351234151715161515151415131512137015081509151015111519151812241223122212211228122512261227120712061209121712121215121312141208121813761378137914271372137713741375142314241422142114201428142914101411143114301417141614151413142614251419141813921393139613951397140114121394141414031404140214051398140013991406140714091408138313841382138013841385138613891391139013881387137317351738173717391729173017311732173615391541154015441543154215201521152215232242232222259649639619609629591456145795295095114421441145512111210121614611462146414601459145814521454145314511443144414501447144914451447144615451546154717281727155115531550155215481549172417231720172117201719155417261725155615551672167316741665167116641677167616751679167816621663166016611648165816591655165616571654164916511653165216501524152715251526153215331534156115351538153615371503150115021529153015281495149614971498150715061505150414911492149314941487148814891490148114821483148614841485158815891587149915001586156515631462153115941595159315901592159116431645164616421644164116191621163916181620161716361634163316381637164016291630163216311647162617001625162716281624162216231635170415771703170217011670166816691667166616801681168216831685168416861687169216881689169516931694171516971714169617181716171717331734171117091710174217431698169916911690170515741575170617071569155717081559156515601558156715661572157615701571157815801579158315811573156815851584160015981599159615971601160316021582161216141613161616151469160814701609161016061605161116041607146514671466146814801479146314781473147114721476147714751474KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=317.44'R=4843.00'Δ=3°45'20"CB=N26° 18' 30"WCL=317.39S61°48'53"W12.00S65°38'13"W 1028.90'S34°06'40"E 470.25'JAMES B. MARTIN SURVEYABSTRACT NO. 1134STATE HIGHWAY NO. 114KIRKWOOD BOULEVARD261260301279221306247243265264> >3073103083093123133153163193173183203232902912922933443433423033023273283293303323333343393413543603619249259269299289279309849859869899871004100110021003100598810071008100610151013101010121011998999100099011701180117911781181125011771176124911731172117111691174115911601161115812591156115712601262115411551261127712781276116311621083112811291133113011311132113711361280128111381139127911351134104111401147114311441142114811461149114911501081108010791073115210701153975KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=303.19'R=2101.00'Δ=8°16'06"CB=S29° 58' 37"ECL=302.93314275311>1/24/2022 Sheet NumberSheet TitleScale:AS NOTEDBDLChecked By:Drawn By:KEF42036Issued:Project No.:Revision No.Date Description SOUTHLAKE, TEXAS SOUTHLAKE NEW BUILD I:\42000s\42036\002\CADD\SheetsRCH\C-TREE-42036.dwg JANUARY, 2022 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-312VERIZON 040'80'GRAPHIC SCALE - 1"=40'NTREE SURVEY 2 OF 2TS1.02MATCHLINE SEE SHEET TS-1.01123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFSeptember 30, 2021 I:\42000S\42036\002\CADD\SHEETSRCH\C-TREE-42036.DWG 2021-04-21POINT #NORTHING (Y)EASTING (X)ELEV.DESC.1037,040,699.992,381,159.38623.81FXTP1107,041,982.912,380,477.53590.28SXTP1117,041,538.812,380,715.74598.17SXTP1127,040,813.012,381,185.11621.02SXTP1137,040,550.642,380,081.45625.06SIRTP41147,041,295.292,379,591.03605.47SIRTP41157,041,190.512,381,066.93610.00SXTP1167,041,838.492,380,665.63594.65SXTPPRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23V103TREE SURVEY 1/24/2022 Sheet NumberSheet TitleScale:AS NOTEDBDLChecked By:Drawn By:KEF42036Issued:Project No.:Revision No.Date Description SOUTHLAKE, TEXAS SOUTHLAKE NEW BUILD I:\42000s\42036\002\CADD\SheetsRCH\C-TREE_TABLE-42036.dwg JANUARY, 2022 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-312VERIZONTREE SURVEY TABLETS1.03123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFSeptember 30, 2021 I:\42000S\42036\002\CADD\SHEETSRCH\C-TREE_TABLE-42036.DWG 2021-04-21PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23V104TREE SURVEY TABLES 1/24/2022 Sheet NumberSheet TitleScale:AS NOTEDBDLChecked By:Drawn By:KEF42036Issued:Project No.:Revision No.Date Description SOUTHLAKE, TEXAS SOUTHLAKE NEW BUILD I:\42000s\42036\002\CADD\SheetsRCH\C-TREE_TABLE-42036.dwg JANUARY, 2022 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-312VERIZONTREE SURVEY TABLETS1.04123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFSeptember 30, 2021 I:\42000S\42036\002\CADD\SHEETSRCH\C-TREE_TABLE-42036.DWG 2021-04-21PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23V105TREE SURVEY TABLES 1/24/2022 Sheet NumberSheet TitleScale:AS NOTEDBDLChecked By:Drawn By:KEF42036Issued:Project No.:Revision No.Date Description SOUTHLAKE, TEXAS SOUTHLAKE NEW BUILD I:\42000s\42036\002\CADD\SheetsRCH\C-TREE_TABLE-42036.dwg JANUARY, 2022 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-312VERIZONTREE SURVEY TABLETS1.05123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFSeptember 30, 2021 I:\42000S\42036\002\CADD\SHEETSRCH\C-TREE_TABLE-42036.DWG 2021-04-21PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23V106TREE SURVEY TABLES 1/24/2022 Sheet NumberSheet TitleScale:AS NOTEDBDLChecked By:Drawn By:KEF42036Issued:Project No.:Revision No.Date Description SOUTHLAKE, TEXAS SOUTHLAKE NEW BUILD I:\42000s\42036\002\CADD\SheetsRCH\C-TREE_TABLE-42036.dwg JANUARY, 2022 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-312VERIZONTREE SURVEY TABLETS1.06123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFSeptember 30, 2021 I:\42000S\42036\002\CADD\SHEETSRCH\C-TREE_TABLE-42036.DWG 2021-04-21PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23V107TREE SURVEY TABLES 1/24/2022 Sheet NumberSheet TitleScale:AS NOTEDBDLChecked By:Drawn By:KEF42036Issued:Project No.:Revision No.Date Description SOUTHLAKE, TEXAS SOUTHLAKE NEW BUILD I:\42000s\42036\002\CADD\SheetsRCH\C-TREE_TABLE-42036.dwg JANUARY, 2022 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-312VERIZONTREE SURVEY TABLETS1.07123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFSeptember 30, 2021 I:\42000S\42036\002\CADD\SHEETSRCH\C-TREE_TABLE-42036.DWG 2021-04-21PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23V108TREE SURVEY TABLES 1/24/2022 Sheet NumberSheet TitleScale:AS NOTEDBDLChecked By:Drawn By:KEF42036Issued:Project No.:Revision No.Date Description SOUTHLAKE, TEXAS SOUTHLAKE NEW BUILD I:\42000s\42036\002\CADD\SheetsRCH\C-TREE_TABLE-42036.dwg JANUARY, 2022 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-312VERIZONTREE SURVEY TABLETS1.08123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFSeptember 30, 2021 I:\42000S\42036\002\CADD\SHEETSRCH\C-TREE_TABLE-42036.DWG 2021-04-21PRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23V109TREE SURVEY TABLES EX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTRUGEEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGF UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE EX GASEX GASEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24 ' ' SSEX 24 ' ' SSEX 24 ' ' SSEX 24 ' ' SSEX 24 ' ' SS EX 2 4 ' ' S S SPINESLOPE TRI-COUNTYELECTRICEQUIPMENTFLFLFLFLFLFLFLFLFLFLF L FL F L FLFL FLFLFL FLFLF L FL FL FL FLFLFL FLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFL FL FL FL EV EV EV LEVLEVLEVLEVLEVLEVLEVS65°55'19"E50.64N69°15'37"E22.44N57°57'38"E51.51N61°34'54"E87.11N52°41'30"E99.78N29°51'07 "E72.88N2 0 ° 1 3 ' 2 8 " E 4 0 . 4 5 N77°26'51"W36.92N45°41'37"W17.42N65°54'59"E31.90N52°38'10"E44.67N32°12'18"E23.43N50°50'23"E41.55N08°52'17"E8.82N37°27'18"E30.91N69°29'32"E18.54S58°00'02"E26.66S48°05'45"E25.63S0 3 ° 4 7 ' 5 0 " E 20. 4 2 S62°16'11"W25.48S42°54'36"W16.71S77°25'24"E38.04S80°57'30"E16.87S39°55'49"E28.52N75°46'45"E54.62N59°08'02"E33.26N1 8 ° 5 7 ' 0 4 "E 1 4 . 9 2 N24°34'41"E37.90N01°25'08"W31.56N07°33'20"W29.93N52°43'46"E22.56N55°52'07"E100.41N16°56'45"E13.61N39°53'40"E38.09N26°26'44"E25.77N01°29'05"E29.72N84°04'24"E26.95FLFL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLN76°21'00"E38.96S85°39'45"E53.55COCOCOCO1 2 ' ' W T R 12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTRCOUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGE12'' WTR 12'' WTR UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTRUGEUGEUGE12'' WTR12'' WTRCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCO12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR8'' WTR8'' WTR13+021+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00 2+651+002+001+511+001+441+001+191+001+311+001+441+001+191+003+481+002+003+001+001+209+621+ 0 0 2+003+004+005+006+00 7+008+00 9+00 2+001+002+004+471+002+003+004+001+421+001+471+003+441+002+003+001+351+001+471+001+271+002+611+002+001+431+002+611+002+001+571+001+39 1+38 1 + 0 0 1 + 0 81+001+081+431+001+002+003+003+38JAMES B. MARTIN SURVEYABSTRACT NO. 1134KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=317.44'R=4843.00'Δ=3°45'20"CB=N26° 18' 30"WCL=317.39L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23S61°48'53"W12.00N67°59'18"E12.00L=32.63'R=4831.00'Δ=0°23'13"CB=N21° 49' 06"WCL=32.63N24°20'45"W 807.00'S65°38'13"W 1028.90'S34°06'40"E 470.25'L=204.44'R=4843.00'Δ=2°25'07"CB=N23° 13' 16"WCL=204.42L=1054.91'R=1778.00'Δ=33°59'40"CB=S17° 06' 50"WCL=1039.51L=303.19'R=2101.00'Δ=8°16'06"CB=S29° 58' 37"ECL=302.93S25°50'34"E 20 0 . 0 0 'L=206.33'R=1424.00'Δ=8°18'07"CB=S29° 59' 37"WCL=206.15L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23100-YR FULLY DEVELOPED FLOODPLAIN PERKIRKWOOD BRANCH WATERSHED STUDY BYHALFF ASSOCIATES DATED FEBRUARY 2021.EXISTINGPOND18" RCP 18" RCP18" RCP18" RCP18" RCP21" RCP 21" RCP 21" RCP 24" RCP 27" RCP 27" RCP 30" RCP 30" RCP36" RCP24" RCP24" RCP18" RCP18" RCP18" RCP18" RCP18" RCP21" RCP21" RCP 18" RCP21" RCP 18" RCP24" RCP18" RCP27" RCP 24" RCP27" RCP 18" RCP30" RCP 24" RCP30" RCP 18" RCP30" RCP 18" RCP30" RCP 2 4 " RCP24" RCP42" R C P24" RCP24" RCP18" RCP18" RCP12" RCP12" RCP12" RCPMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT MECHANICALUNIT10987612345MECHANICALUNIT MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT MECHANICALUNIT10987612345MECHANICALUNIT MECHANICALUNIT MECHANICAL UNIT MECHANICAL UNIT MECHANICALUNIT MECHANICALUNIT MECHANICALUNIT MECHANICALUNIT MECHANICALUNIT MECHANICALUNIT 10987612345MECHANICALUNITSTA. 1+04.23 LAT A-8aINSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 609.14STA. 1+42.63 LAT A-8bEND 18" RCPSEE MEP FOR CONTINUATION18" FL = 612.44STA. 13+02.46 STORM LINE AINSTALL:2' x 2' AREA DRAINEND 18" RCPTI = 620.0018" FL = 615.00STA. 1+00.00 STORM LINE AINSTALL:1 - 36" 1- 36" HEADWALL36" FL = 589.50STA. 1+42.72 LAT A-8aEND 18" RCPSEE MEP FOR CONTINUATION18" FL = 609.33STA. 1+09.57 LAT A-7INSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 607.28STA. 7+56.14 STORM LINE A =STA. 1+00.00 LAT A-7INSTALL:21"x18" WYE (45°)21" FL = 606.8818" FL = 607.13STA. 8+55.43 STORM LINE A =STA. 1+00.00 LAT A-8aINSTALL:21"x18" WYE (60°)21" FL = 608.8618" FL = 609.12STA. 2+38.35 LAT A-1aINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 596.90STA. 1+20.25 LAT A-1aINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 593.12STA. 1+13.44 LAT A-1bINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 595.72STA. 2+45.86 STORM LINE AINSTALL:1 - 30" HORIZ. BEND (45°)30" FL = 597.18STA. 1+03.46 LAT A-2INSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 598.91STA. 1+11.31 LAT A-4INSTALL:1 - 18" HORIZ. BEND (45°)18" FL = 601.58STA. 1+04.21 LAT A-8bINSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 612.24STA. 10+41.31 STORM LINE AINSTALL:1 - 18" HORIZ. BEND (60°)18" FL = 612.86STA. 10+91.60 STORM LINE AINSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 613.67STA. 12+89.54 STORM LINE AINSTALL:1 - 18" HORIZ. BEND (45°)18" FL = 614.92STA. 1+10.00 LAT A-1aINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 592.79STA. 9+34.31 STORM LINE BINSTALL:1 - 21" HORIZ. BEND (60°)21" FL = 607.34STA. 1+06.55 LAT B-8aINSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 606.35STA. 1+05.77 LAT B-5bINSTALL:1 - 24" HORIZ. BEND (30°)24" FL = 605.55STA. 1+05.77 LAT B-5aINSTALL:1 - 24" HORIZ. BEND (30°)24" FL = 603.56STA. 1+05.77 LAT B-4INSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 601.72STA. 1+05.76 LAT B-2INSTALL:1 - 24" HORIZ. BEND (30°)24" FL = 598.06STA. 1+72.02 LAT B-1aINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 596.88STA. 1+06.55 LAT B-8bINSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 607.21STA. 2+64.51 LAT A-1aINSTALL:15' CURB INLETEND 24" RCPTI = 602.7424" FL = 597.74STA. 1+00.00 STORM LINE BINSTALL:1 - 42" 1- 42" HEADWALL42" FL = 586.00STA. 1+56.98 LAT B-5bEND 24" RCPSEE MEP FOR CONTINUATION24" FL = 605.81STA. 5+95.18 STORM LINE A =STA. 1+00.00 LAT A-5INSTALL:2'x2' JUNCTION BOXRIM ELEV. = 613.2324" FL = 603.3521" FL = 603.6018" FL = 603.85STA. 7+24.93 STORM LINE A =STA. 1+00.00 LAT A-6INSTALL:21"x18" WYE (60°) (TYP.)21" FL = 606.2618" FL = 606.50STA. 4+93.67 STORM LINE A =STA. 1+00.00 LAT A-4INSTALL:27"x18" WYE (45°)27" FL = 601.1518" FL = 601.53STA. 4+58.06 STORM LINE A =STA. 1+00.00 LAT A-3INSTALL:27"x18" WYE (60°)27" FL = 600.6218" FL = 600.99STA. 3+26.56 STORM LINE A =STA. 1+00.00 LAT A-2INSTALL:30"x18" WYE (60°)30" FL = 598.4018" FL = 598.90STA. 2+23.17 STORM LINE A =STA. 1+00.00 LAT A-1bINSTALL:30"x24" WYE (45°)30" FL = 595.0024" FL = 595.25STA. 1+94.15 STORM LINE A =STA. 1+00.00 LAT A-1aINSTALL:30"x24" WYE (45°)30" FL = 592.2224" FL = 592.47STA. 10+09.68 STORM LINE A =STA. 1+00.00 LAT A-8bINSTALL:18"x18" WYE (60°)18" FL = 612.2218" FL = 612.22STA. 8+87.92 STORM LINE B =STA. 1+00.00 LAT B-8bINSTALL:21"x18" WYE (60°)21" FL = 607.0618" FL = 607.18STA. 8+09.47 STORM LINE B =STA. 1+00.00 LAT B-7INSTALL:24"x18" WYE (60°)24" FL = 606.3218" FL = 606.57STA. 7+89.13 STORM LINE B =STA. 1+00.00 LAT B-8aINSTALL:24"x18" WYE (60°)18" FL = 606.3227" FL = 605.95STA. 6+84.98 STORM LINE B =STA. 1+00.00 LAT B-5bINSTALL:27"x24" WYE (60°)27" FL = 605.3024" FL = 605.52STA. 6+20.96 STORM LINE B =STA. 1+00.00 LAT B-6INSTALL:3'x3' JUNCTION BOXRIM ELEV. = 612.1330" FL = 604.7727" FL = 604.9018" FL = 605.13STA. 5+30.77 STORM LINE B =STA. 1+00.00 LAT B-5aINSTALL:30"x24" WYE (60°)30" FL = 603.0324" FL = 603.53STA. 4+34.56 STORM LINE B =STA. 1+00.00 LAT B-4INSTALL:30"x18" WYE (60°)30" FL = 601.1118" FL = 601.61STA. 3+56.42 STORM LINE B =STA. 1+00.00 LAT B-3INSTALL:30"x18" WYE (60°)30" FL = 599.5418" FL = 600.04STA. 2+68.44 STORM LINE B =STA. 1+00.00 LAT B-2INSTALL:30"x24" WYE (60°)30" FL = 597.7824" FL = 598.03STA. 1+19.05 LAT A-6INSTALL:5' CURB INLETEND 18" RCPTI = 614.7618" FL = 609.76STA. 1+44.00 LAT A-5END 18" RCPSEE MEP FOR CONTINUATION18" FL = 603.97STA. 1+30.66 LAT A-4END 18" RCPSEE MEP FOR CONTINUATION18" FL = 601.68STA. 1+19.05 LAT A-3INSTALL:5' CURB INLETEND 18" RCPTI = 609.0718" FL = 605.07STA. 1+44.46 LAT A-2END 18" RCPSEE MEP FOR CONTINUATION18" FL = 599.12STA. 1+51.34 LAT A-1bINSTALL:4' x 4' AREA DRAINEND 24" RCPTI = 601.0224" FL = 597.02STA. 9+61.68 STORM LINE BINSTALL:10' CURB INLETEND 21" RCPTI = 613.5121" FL = 607.51STA. 1+27.13 LAT B-7INSTALL:10' CURB INLETEND 18" RCPTI = 614.0218" FL = 607.02STA. 1+47.45 LAT B-6INSTALL:10' CURB INLETEND 18" RCPTI = 611.0518" FL = 607.05STA. 3+44.18 LAT B-4INSTALL:5' CURB INLETEND 18" RCPTI = 610.2518" FL = 606.25STA. 1+46.54 LAT B-3INSTALL:5' CURB INLETEND 18" RCPTI = 605.8618" FL = 601.86STA. 2+00.06 LAT B-1aINSTALL:15' CURB INLETEND 24" RCPTI = 602.1124" FL = 597.11STA. 1+19.96 LAT A-9INSTALL:10' CURB INLETEND 18" RCPTI = 618.9818" FL = 613.98STA. 10+83.33 STORM LINE A =STA. 1+00.00 LAT A-9INSTALL:2'x2' JUNCTION BOXRIM ELEV. = 619.1518" FL = 613.6418" FL = 613.6418" FL = 613.64STA. 2+61.25 LAT B-8aEND 18" RCPSEE MEP FOR CONTINUATION18" FL = 607.13STA. 2+61.25 LAT B-8bEND 18" RCPSEE MEP FOR CONTINUATION18" FL = 607.99STA. 1+41.77 LAT B-2END 24" RCPSEE MEP FOR CONTINUATION24" FL = 598.24STA. 1+35.02 LAT B-5aEND 24" RCPSEE MEP FOR CONTINUATION24" FL = 603.71STA. 1+81.56 STORM LINE B =STA. 1+00.00 LAT B-1aSTA. 1+00.00 LAT B-1bINSTALL:5' DIA SDMH42" FL = 586.4124" FL = 589.1124" FL = 596.3030" FL = 596.05STA. 1+00.00 LAT A-7b =STA. 2+77.39 LAT A-718"x12" WYE (60°)12" FL = 610.2218" FL = 609.97STA. 1+21.95 LAT A-7bINSTALL:1 - 12" OIL-WATERSEPARATOR12" FL = 611.29STA. 1+38.45 LAT A-7bINSTALL:2'X2' GRATE INLETEND 12" RCPTG = 616.1012" FL = 612.10STA. 1+38.78 LAT B-4bINSTALL:2'X2' GRATE INLETEND 12" RCPTG = 611.2512" FL = 607.25STA. 2+43.29 LAT B-4 =STA. 1+00.00 LAT B-4bINSTALL:CONNECT TOCURB INLET18" FL = 604.3312" FL = 604.64STA. 1+22.28 LAT B-4bINSTALL:1 - 12" OIL-WATERSEPARATOR12" FL = 606.14STA. 3+36.40 LAT B-4INSTALL:1 - 18" HORIZ. BEND (45°)18" FL = 606.10STA. 1+07.78 LAT B-4aINSTALL:5' CURB INLETEND 18" RCPTI = 610.2518" FL = 606.25STA. 2+02.98 LAT B-4 =STA. 1+00.00 LAT B-4aINSTALL:18"x18" CONN. (60°)18" FL = 603.5718" FL = 603.65STA. 1+33.84 LAT B-1bINSTALL:1 - 24" 1- 24" HORIZ. BEND (45°)24" FL = 589.63STA. 4+97.67 STORM LINE AINSTALL:1 - CONCRETE PIPE COLLAREND 27" RCPBEGIN 24" RCP27" FL = 601.2124" FL = 601.46STA. 3+30.56 STORM LINE AINSTALL:1 - CONCRETE PIPE COLLAREND 30" RCPBEGIN 27" RCP30" FL = 598.4627" FL = 598.71STA. 8+59.43 STORM LINE AINSTALL:1 - CONCRETE PIPE COLLAREND 21" RCPBEGIN 18" RCP21" FL = 608.9518" FL = 609.22STA. 3+40.20 LAT A-7INSTALL:1 - 18" HORIZ. BEND (45°)18" FL = 610.98STA. 3+47.98 LAT A-7INSTALL:5' CURB INLETEND 18" RCPTC = 615.1018" FL = 611.10STA. 1+07.78 LAT A-7aINSTALL:5' CURB INLETEND 18" RCPTI = 615.1018" FL = 610.10STA. 2+06.78 LAT A-7 =STA. 1+00.00 LAT A-7aINSTALL:18"x18" CONN. (60°)18" FL = 608.8618" FL = 608.84STA. 4+46.54 LAT B-1bINSTALL:4' x 4' AREA DRAINEND 24" RCPTI = 598.4224" FL = 594.42STA. 3+37.96 LAT B-5cINSTALL:2' x 2' AREA DRAINRIM ELEV. = 616.50STA. 1+08.45 LAT B-5cINSTALL:1 - 12" HORIZ. BEND (30°)12" FL = 606.43STA. 3+07.62 LAT B-5cINSTALL:1 - 12" HORIZ. BEND (45°)12" FL = 611.70STA. 7+30.09 STORM LINE B =STA. 1+00.00 LAT B-5cINSTALL:27"x12" WYE (60°)12" FL = 606.2027" FL = 605.58STA. 8+13.47 STORM LINE BINSTALL:1 - CONCRETE PIPE COLLAREND 24" RCPBEGIN 21" RCP24" FL = 606.3521" FL = 606.60STA. 7+93.13 STORM LINE BINSTALL:1 - CONCRETE PIPE COLLAREND 27" RCPBEGIN 24" RCP27" FL = 605.9724" FL = 606.22123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFJanuary 20, 2022 I:\42000S\42036\002\CADD\SHEETSRCH\C4.03-SD OVERALL-42036.DWG 2021-04-21EXISTING LEGEND:PPFHFDCICVGMBBLPACWMWVMHEMGLMWSSCOX XX XXMAJOR CONTOUR LINEFENCEIRRIGATION CONTROL VALVEFIRE HYDRANTBOLLARDSIGNLIGHT POLEAIR CONDITIONING UNITMANHOLEMONITORING WELLELECTRIC METERSANITARY SEWER CLEANOUTWATER LINEGAS LINEMINOR CONTOUR LINEPROPERTY LINEOVERHEAD ELECTRICWATER METERWATER VALVEVAULTFIRE DEPARTMENT CONNECTIONGUY WIREBILLBOARDPOWER POLEGAS METERGROUND LIGHTSANITARY SEWER LINEUNDERGROUND TELEPHONE LINEUNDERGROUND COMMUNICATIONS LINESTORM SEWER LINE18" RCPGRATE INLETLOT LINEEASEMENT LINEFENCE POSTGICURB INLETCIPOINT #NORTHING (Y)EASTING (X)ELEV.DESC.1037,040,699.992,381,159.38623.81FXTP1107,041,982.912,380,477.53590.28SXTP1117,041,538.812,380,715.74598.17SXTP1127,040,813.012,381,185.11621.02SXTP1137,040,550.642,380,081.45625.06SIRTP41147,041,295.292,379,591.03605.47SIRTP41157,041,190.512,381,066.93610.00SXTP1167,041,838.492,380,665.63594.65SXTPPRELIMINARYKAYLIE FLYNN135900P.E. NO.2/21/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23050'100'GRAPHIC SCALE - 1"=50'STORM DRAINAGE PLANC132N12'' WTR8'' SSCOMMUGECASE NO. ZA22-0008 SPINESLOPE TRI-COUNTYELECTRICEQUIPMENTFLFLFLFLFLFLFLFLFLFLF L FL F L FLFL FLFLFL FLFLF L FL FL FL FLFLFL FLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFL FL FL FL EV EV EV LEVLEVLEVLEVLEVLEVLEVS65°55'19"E50.64N69°15'37"E22.44N57°57'38"E51.51N61°34'54"E87.11N52°41'30"E99.78N29°51'07 "E72.88N2 0 ° 1 3 ' 2 8 " E 4 0 . 4 5 N77°26'51"W36.92N45°41'37"W17.42N65°54'59"E31.90N52°38'10"E44.67N32°12'18"E23.43N50°50'23"E41.55N08°52'17"E8.82N37°27'18"E30.91N69°29'32"E18.54S58°00'02"E26.66S48°05'45"E25.63S0 3 ° 4 7 ' 5 0 " E 20. 4 2 S62°16'11"W25.48S42°54'36"W16.71S77°25'24"E38.04S80°57'30"E16.87S39°55'49"E28.52N75°46'45"E54.62N59°08'02"E33.26N1 8 ° 5 7 ' 0 4 "E 1 4 . 9 2 N24°34'41"E37.90N01°25'08"W31.56N07°33'20"W29.93N52°43'46"E22.56N55°52'07"E100.41N16°56'45"E13.61N39°53'40"E38.09N26°26'44"E25.77N01°29'05"E29.72N84°04'24"E26.95FLFL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLN76°21'00"E38.96S85°39'45"E53.55100-YR FULLY DEVELOPED FLOODPLAIN PERKIRKWOOD BRANCH WATERSHED STUDY BYHALFF ASSOCIATES DATED FEBRUARY 2021.EX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTRUGEEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGF UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE EX GASEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24 ' ' SSEX 24 ' ' SSEX 24 ' ' SSEX 24 ' ' SSEX 24 ' ' SS EX 2 4 ' ' S S15' SANITARY SEWEREASEMENTJAMES B. MARTIN SURVEYABSTRACT NO. 1134KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=317.44'R=4843.00'Δ=3°45'20"CB=N26° 18' 30"WCL=317.39L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23S61°48'53"W12.00N67°59'18"E12.00L=32.63'R=4831.00'Δ=0°23'13"CB=N21° 49' 06"WCL=32.63N24°20'45"W 807.00'S65°38'13"W 1028.90'S34°06'40"E 470.25'L=204.44'R=4843.00'Δ=2°25'07"CB=N23° 13' 16"WCL=204.42L=1054.91'R=1778.00'Δ=33°59'40"CB=S17° 06' 50"WCL=1039.51L=303.19'R=2101.00'Δ=8°16'06"CB=S29° 58' 37"ECL=302.93S25°50'34"E 20 0 . 0 0 'L=206.33'R=1424.00'Δ=8°18'07"CB=S29° 59' 37"WCL=206.15L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23EXISTINGPOND0+001+002+003+004+005+006+007+00 0+001+002+003+004+005+006+007+008+008'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS 8'' SS 8'' SS 8'' SSCOCO 8'' SS 8'' SS8'' SS 8'' SS 8'' SS 8'' SS COCO8'' SS 8'' SS 8'' SS 0+001+002+003+004+005+006+007+008+009+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0019+0020+0021+0022+0023+0024+0025+0026+0027+000+001+002+003+004+005+006+00 7 + 0 0 8+008+00 0+001+001 2 ' ' W T R 12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTRCOUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGE12'' WTR 12'' WTR UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE12'' WTR12'' WTR12'' WTR12'' WTRSDSDSDSD12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE12'' WTR12'' WTRCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCO8'' SS8'' SS12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR8'' WTR8'' WTRUGE MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT MECHANICALUNIT10987612345MECHANICALUNIT MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT MECHANICALUNIT10987612345MECHANICALUNIT MECHANICALUNIT MECHANICAL UNIT MECHANICAL UNIT MECHANICALUNIT MECHANICALUNIT MECHANICALUNIT MECHANICALUNIT MECHANICALUNIT MECHANICALUNIT 10987612345MECHANICALUNITSTA. 9+42.95 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7040622.02E:2380207.00STA. 7+64.22 Line W-2INSTALL:1 - 12" HORIZ. BEND (45°)N:7040902.37E:2380712.97STA. 6+42.39 Line W-2INSTALL:1 - 12" HORIZ. BEND (45°)N:7041020.63E:2380742.24STA. 5+72.91 Line W-2INSTALL:1 - 12" 1- 12"X8" TEE1- 12" GATE VALVE1- 8" GATE VALVE168 LF OF 8" PVCN:7041079.89E:2380705.98STA. 5+77.91 Line W-2INSTALL:1 - 12" 1- 12"X4" TEE1- 8" GATE VALVE1- 4" GATE VALVE1- 4" DOMESTIC METER168 LF OF 4" PVCN:7041075.63E:2380708.59STA. 17+35.41 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7041297.98E:2379793.39STA. 17+57.91 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7041319.85E:2379798.65STA. 20+67.13 Line W-1INSTALL:1 - 12" HORIZ. BEND (11.25°)N:7041481.25E:2380062.41STA. 24+35.63 Line W-1STA. 0+00.00 Line W-2INSTALL:1- 12"X12" TEE2- 12" GATE VALVESN:7041568.58E:2380406.95STA. 23+73.08 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7041587.56E:2380349.30STA. 3+52.67 Line W-1STA. 8+00.09 Line W-2INSTALL:1- 12"X12" TEE2- 12" GATE VALVESN:7040871.77E:2380731.69STA. 24+28.62 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7041574.55E:2380403.29STA. 0+00.00 Line W-1INSTALL:1 -12"X12" TEE2- 12" GATE VALVESN:7041059.18E:2381030.45STA. 7+55.17 SS LINE AINSTALL:5' DIA SSMHRIM = 619.91FL 6" = 607.51 (IN)FL 8" = 607.41 (OUT)STA. 4+88.30 SS LINE AINSTALL:5' DIA SSMHRIM = 614.86FL 8" = 602.07 (IN)FL 6" = 602.07 (IN)FL 8" = 601.97 (OUT)STA. 7+02.25 SS LINE BINSTALL:5' DIA SSMHRIM = 614.78FL 6" = 604.39 (IN)FL 8" = 602.89 (OUT)STA. 0+28.00 SS LAT B-2INSTALL:1- SS CLEANOUTRIM = 614.79FL 6" = 607.50 (OUT)STA. 4+92.66 SS LINE BINSTALL:5' DIA SSMHRIM = 612.00FL 6" = 600.79 (IN)FL 8" = 600.79 (IN)FL 8" = 600.69 (OUT)STA. 1+78.34 SS LINE AINSTALL:5' DIA SSMHRIM = 608.41FL 8" = 595.77 (IN)FL 6" = 595.77 (IN)FL 8" = 595.67 (OUT)STA. 2+25.78 SS LINE BINSTALL:5' DIA SSMHRIM = 607.29FL 8" = 598.02 (IN)FL 6" = 598.02 (IN)FL 8" = 597.92 (OUT)STA. 0+49.11 SS LINE BINSTALL:5' DIA INTERNALDROP SSMHRIM = 602.69FL 8" = 592.97 (IN)FL 8" = 584.23 (OUT)STA. 0+00.00 SS LINE AINSTALL:CONNECT TO EX. 5' DIA SSMHWITH INTERNAL DROP CONNECTIONRIM = 594.66FL 8" = 589.43 (IN)FL 24" = 580.03 (IN)FL 24" = 579.99 (OUT)STA. 0+00.00 SS LINE BINSTALL:5' DIA INTERNALDROP SSMHRIM = 586.75FL 24" = 578.58 (IN)FL 8" = 582.16 (IN)FL 24" = 578.58 (OUT)STA. 18+83.76 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±12 LF 6" WTRN:7041385.54E:2379906.00STA. 3+11.01 Line W-2INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±24 LF 6" WTRN:7041303.29E:2380569.28STA. 8+55.42 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±34 LF 6" WTRN:7040635.99E:2380288.40STA. 13+82.38 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±36 LF 6" WTRN:7040996.85E:2379977.64STA. 23+53.92 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±12 LF 6" WTRN:7041580.90E:2380331.34STA. 4+32.94 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±108 LF 6" WTRN:7040829.11E:2380663.70STA. 27+02.01 Line W-1INSTALL:1 -12"X12" TEE2- 12" GATE VALVESN:7041696.10E:2380640.82STA. 9+06.57 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7040613.63E:2380242.40STA. 0+28.00 SS LAT B-1INSTALL:1- SS CLEANOUTRIM = 607.91FL 6" = 603.00 (OUT)STA. 8+54.60 SS LINE BINSTALL:CLEANOUTRIM = 620.85FL 6" = 609.50 (OUT)STA. 0+31.00 SS LAT A-2INSTALL:CLEANOUTRIM = 614.82FL 6" = 602.38 (OUT)STA. 0+53.08 SS LAT A1INSTALL:2-WAY SS CLEANOUTRIM = 613.85FL 6" = 596.30 (OUT)STA. 0+31.00 SS LAT A-3INSTALL:CLEANOUTRIM = 620.25FL 6" = 614.50 (OUT)123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM SOUTHLAKE NEW BUILD 500 W DOVE ROAD SOUTHLAKE, TX42036.002KEFCADKEFJanuary 20, 2022 I:\42000S\42036\002\CADD\SHEETSRCH\C5.01-W&WW OVERALL-42036.DWG 2021-04-21EXISTING LEGEND:PPFHFDCICVGMBBLPACWMWVMHEMGLMWSSCOX XX XXMAJOR CONTOUR LINEFENCEIRRIGATION CONTROL VALVEFIRE HYDRANTBOLLARDSIGNLIGHT POLEAIR CONDITIONING UNITMANHOLEMONITORING WELLELECTRIC METERSANITARY SEWER CLEANOUTWATER LINEGAS LINEMINOR CONTOUR LINEPROPERTY LINEOVERHEAD ELECTRICWATER METERWATER VALVEVAULTFIRE DEPARTMENT CONNECTIONGUY WIREBILLBOARDPOWER POLEGAS METERGROUND LIGHTSANITARY SEWER LINEUNDERGROUND TELEPHONE LINEUNDERGROUND COMMUNICATIONS LINESTORM SEWER LINE18" RCPGRATE INLETLOT LINEEASEMENT LINEFENCE POSTGICURB INLETCIPOINT #NORTHING (Y)EASTING (X)ELEV.DESC.1037,040,699.992,381,159.38623.81FXTP1107,041,982.912,380,477.53590.28SXTP1117,041,538.812,380,715.74598.17SXTP1127,040,813.012,381,185.11621.02SXTP1137,040,550.642,380,081.45625.06SIRTP41147,041,295.292,379,591.03605.47SIRTP41157,041,190.512,381,066.93610.00SXTP1167,041,838.492,380,665.63594.65SXTPPRELIMINARYKAYLIE FLYNN135900P.E. NO.2/21/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23050'100'GRAPHIC SCALE - 1"=50'N12'' WTR8'' SSUGEUGTGASSITE UTILITY PLANC140CASE NO. ZA22-0008