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ST1002-PT111230ROAD BORE BRUCE ST .4111-- N -I II 1 VERIZON 4 -IN CONDUIT fl 1 U 1 ° 23' 26' 1 I �f p 8FT } VERIZON TO 1 prop Gas Meter boc POTHOLE 1 and Service Line WATERLINE 1 - FOR DEPTH �y 101' ' I i / - Tee — ,....._ � I 1 1 -FH 1 I f W i w 3 w I I Prop B U. ' CL a J ® - - -I -- _ -- E -- - 1 L EwSi J` giM. 2U' ONfAP pl£CifT� DELNERY 11-8 Bend I 8° rappfng Sleeve & Volvo wE -8 ° x2" Tee - 8'945' Bend Prop -2" BackAow Preventor 1 -8" Topping Sleeve & Volvo 2" Domestic Water Meter 1 -8" Double Detector Check Vault " 2krigction Meter f -8 x90° Bend 8" GV & Box r� eDa.sg a - " e " Vault - - -- x45�/ertisel d rx 2 -ex45' Vertical Bends l i Prop 380 LF - 4" PVC Sanitary Sewer (SCR 35) n I. D% Prop LINE "A" 512 Ot ,EX 30" RCP + $ ,� - EX 2t RCP �� Prop 42 LF 4" PVC ems` TelephoneXanakdt�( 40) R FF = 618.80 850 FREEPORT PKWY PROD 4' FIRE ESMT Prop �Z.LF - /effr�co C Ir n /t ( ) T u ep h -- ---- -� Prop 9.5' X 11' Concrete Transformer Pod (Per ONCOR Standards) 6• 7ee Prop 302 LF - 2 -4 PVC GV & Bax Electrical Conduit (SCH 40) Hydrant ® 36" Minimum Depth (Per Oncor Standards) 6" Tee GV &t trap Jo b- — 4 rvc. Sanitary Sewer (SCR 35) V 5.0z u 36' RcP fti saa3D BURNS 5 7REET a (60' ROW) m 1 i I Prol Wote Cap � I _ a 4 [ 177 M VERIZON 4 -IN PVC 01 VERIZON TO O POTHOLE WATERLINE 8 -I14 WATER FOR DEPTH 60' ROW wE - PROP 24' FIRELANE ESMT Pray" C /eanout MMNAM W, 4" End & Cop fL= Sf3.80 = 512.40 Prof 8" i Water tractor Shall Remove ting 8' End & Cap 'top 2 ". I I �I nect Poposed 4" [SamtOry Sewer (4 )= 509.90 DEfA1L A" l i Prop 380 LF - 4" PVC Sanitary Sewer (SCR 35) n I. D% 510 cle n out A R FF = 618.80 850 FREEPORT PKWY PROD 4' FIRE ESMT Prop �Z.LF - /effr�co C Ir n /t ( ) T u ep h -- ---- -� Prop 9.5' X 11' Concrete Transformer Pod (Per ONCOR Standards) 6• 7ee Prop 302 LF - 2 -4 PVC GV & Bax Electrical Conduit (SCH 40) Hydrant ® 36" Minimum Depth (Per Oncor Standards) 6" Tee GV &t trap Jo b- — 4 rvc. Sanitary Sewer (SCR 35) V 5.0z u 36' RcP fti saa3D BURNS 5 7REET a (60' ROW) m 1 i I Prol Wote Cap � I _ a 4 [ 177 M VERIZON 4 -IN PVC 01 VERIZON TO O POTHOLE WATERLINE 8 -I14 WATER FOR DEPTH 60' ROW 4 +04 0 10 20 40 80 120 11 LINE „A„ 3 r 520 - f° - �- -- - urol GYound "-`�-- - Prop Grad I t ! W 516 512 � I m l i 948 o I O 4-1 VERI ON A I CH PVC 504 I 320. k 1 &" RCP (Goss ® 0.40% I I I - 4 +04 0 10 20 40 80 120 11 LINE „A„ 3 I 88'4 ' ' E I 23' 1 26-4— 1 I �1 Ni N i t I � I I I h Q L 0C z �o q POINT OF BEGINNING 1 tIOME "MRIORS AND arts, INC HARD 8 BBQ lLOCK 5 OF I _ — I YOLUNIE93062, PAGE 4532 LEGAL DESCRIPTION i Coppd Commence Caren I -�^ TRACT A S 89'01 '04" E 24 9.49' C ° f VM Most P rise BEING 19.386 acre froot of land situated M the JAMES A. SIMMONS - - - _ - - - _ 912$" E _ 26 Q Q0= - - 89 °01 '04" E 1 7 r _ _ SURVEY, ABSTRACT NO, 1296, City f ell, Dallas toasty, Texas L and including all of Blocks 1, and 2 of Cappell Commerce Center, -- /� " -- I� an addition to the City of Coppell s recorded in Volume 81051, fog_, - - ��- -Fla Bui,d L i,e� �"` - -�_ � -- Page 3041 of the Deed Records of Dallas County, 77exas and being more particularly described as follows: l lit - BO' Drainage Easement 1 � i 1 ,nl Val- 8105 Poge 3041 �' 75 era BEGINNING at a 1/2 -inch Iron rod found at the ,n action of the [, 1 e yam T Fx N ---_ - llvv '1 -'-x / s x north line of Burns Rood (a 60 -foot right -of way, and the east •� —, - -..., line of Freeport Parkway (an 81- -foot right -of way at this point); _._ _ __. " i. S9-0t'3fi" E 128.9"1' � r �� i k - _ — — — — — -- — - - - - - -- - - - -- r „ ` as sow a '; i r , 1 j ( -- - _...._ -- 1 r• r THENCE North 01 deg. 18 m n. 00 sec e East a dls an of 1,224.73 feet elan the east line of said Fre t Parkwa a t Y i 2 -inch A epor • I iron rod found for comer n t / ` ', k _ 1 th south line of ct of land _ � , y e�tQ 180 00 00 j Y� Y conve to Home In tenors and Glfta, Inc. b see recorded 1n 1 z E - - - - - -- - --- Volume 93062, Paga 4532 of lire Deed Recortls o Dallas County, 1 !!! k •. t rr 1 r \ % Texas; D' 1 / < � �. __r , t ',; ; ;I_ 1 Radius = 60.00 THENCE South 89 deg. min. 1 t . 01 04 sec. East a dis once of 249.41 1 .... ` {[ I . I '. Iii ICI II I.. Len t.�r - - 188.50 the south line of said Home Interiors t ct to a yl \\ /3 °mr i feet al g I � 112-Inch iron rod found for comer; j k t'i !�Ip Ip Chord - 120 .00 Drainage Easerrient I' situ i THENCE South 89 de. 0 m in 28 sec. East a dis 1 '00" :o ' i If I I,; I, t� - \I 1 I. g 7 ance of 260.00 & 684(L E 5 0 , II I ;,, I ; , „ I s , .feet along the south line of a tract of land act to Copp 1 ;iI C i i1 il p = J Commerce Center by deed recorded In Volume 81 L d Page 3041 1 I II i 01 °1', 26 W l �ir N ',, i I r of the Ded Records of Dallas County, Texas to a 12 -inch for rod of for corner, THENCE South 89 deg. 01 min. 04 aec. East a dist of 197.79 I ! 1 - T N Be9i78' w a7o.00• ( f t elan the south line o(a tract of land d can to Mary \ yy 7k I I — -' — — r --- — — — — — — — — — _ Vtrginia Th went t by deed recorded In Volume 2772, page 419 of the 1 1 t 4 VERIZON \` V I. °oo I Deed Records, Dallas County, Texas to a 1/2 -inch iron rod found t for comer in the north I ne of o cul -de -sac for and Street, 'I I 4 -IN. PVC I aid iron rod being the beginning of of o curve to the left that I I r 1 I I ( has a can trait ang a of 780 deg. 00 min. 00 sea, radius of IV I I Min. Fln. Floor Elpv. 51500 60,00 feet and o chord Sour that bears So 01 deg. 77 min. 26 sea. West, cr distance of 126.00 feet; yT �j� ( I vv t �� 1 1�1 11 1 I � �j ( I I THENCE along the west line of sold cul -de -sac l -dsac o d said curve to 1 Ijl I 7 .I. Ic the. left an arc distance of 188.50 feet to a 112 - iron rod W I I I I I;g�l III f I; Lg fund for comer; III / I j 1 I O I k'fl I el, Block 1R I i 1 1 11 73 I I / I ; THENCE South 01 deg. 17 min. 26 sec. West a dis ance of 1,059.15 II j tl_I Q. 1� 1 I f i ,II II I; - - - - _ - 1 ' o feet along the west line of said Hammond Sheet o 0 7/2 - inch iI J I I LJJ 1 " y 19..86 Acres Total I m 1 I Straet,d found at its intersection with the north 1! a of said Burns 1 I 1 24' Firelane II I LIL 1� 4 jI €' 0.468 Ages R.O.W. ed. II src,a THENCE South 87 de 17 min 36 Stree sec West a di lance 709.12 I I ` a I fff- I I d' ;t . ! feet along the north line of said t W . the PO T OF O 1 " Ii j I j j I cx. ssNN BEGINNING; and CONTAINING 844,4 acres I o ' Il it ?'A.918`Acres Net o of kind 54 square feet r 19.386 I II 1 �il I i i i I iii l _l.I i 1I; 1 Light y 11 IL"l��J ostrW �s I I I , t .III IL, 1 /� I V) I SURVEYOR'S CERTIFICATE ij I II i I I STATE OF TEXAS IEe COUNTY OF DALLAS KNOW ALL MEN BY THESE PRESENTS: II I r I l 11 I r t k I �+ I That I, Hugh E. Pe do hereby certify that I I1 j I 1 II 11 if I r I V this plat from on actual and accurate survey c /� i I ; I I 4 / I 1 � / r I -I,I Il il I I : 1 t iser, that the corner monuments shown thereon war I l I I 1 v 1F I N 1 personal supervision In accordance with the plat) ! { I ll! • I 1 ./� i I, t _ I. f ;� eg,1a11ons of the City Plan Commission of the 1111 I I I t hid I: rI I Texas i IiI I j ' r TXU E ASEMENT ; ' 0 Hugh E. Peiser Registered Professional Land Surveyor No. 3688 - •. a_.. Y,�„ 4 .1 1 v\ I STATE OF TEXAS _I- - r COUNTY OF DALLAS x - - -- I �24' Firelan ry __ -_ 1 I sad RE County undersigned Stata on'ty th {sotaerl e - ___ r a* i _ T 1 j11 IjI i - - - - -- - -- _ _ , _ Hugh E Peiser, known to me to be the person and officer whose name Is subscribed to the fo r7 w and acknowl dged to me that he a cuted the li ` r \ 11l t i ' 111 I ' I ` t_17 ' O I st ind ated. c onsideration therein expressed and in the water Easement GIVEN UNDER MY HAND AND SEAL OF OFFICE th1 �, I III t I1 f utility I i 1 1 1 _k4 r �>✓ 2001. o l�o i } I � g ' i I i i hl I I I t y t -- -- II I I, Mtn. Fin. Floor El- SlaDo ' I I t I r I 'I I' E%IS rH ���• , I I }a �V I Ili; 1;11 11 I I 1 0 1 ;; I 1 I 9 Existing 10' Drainage & UHL Easement ` 1 i ii ' i i ' I k1 I I ex. ssuh ' to be abandoned by thls plat 0 t� 1 ICI i i t 1 11 I III. i V 1 1 f 1 I 0 Exlstidg 1� Drainage & It Easement W f I ! , by this plat to be abandoned I x W II I L.L` C Ip 1~ I \t x O Q�� 1 I � t1 i 3I j11 . c,° 1 i 00 R u y Existing all Easement to i 1 ,r I . be abandoned by separate i I 1 1 1 !� `tinetrurrent i u'I °i1 I I '1 � 1� 1 I I I I III 1 I t Il 'i t 20i' Drainage Easement 1 t I I in n I I Ii tI'I i I lave prepared the land, and placed under my g rules and ty of Co Sbur T - oft gPp�STERF I uGN E '� ••. 366 Y q e ��E55� O bf bllc In and for holly appeared i instrument t for the purpose pocity therein the k T1.1. day of "Floodplain Development Permit Application No. !1J.A. has been filed with the City of Coppell Floodplain Administrator on 001. Floodplain Administrator, _1' - 2. _ 29• I - Date. "The developer, builder, seller, o i ant shall inform in writing, each prospective buys, of subdivision lot. of property located within special flood hazard areas of this site that such property is In an Identified flood hazard area and that all development must conform to the provisions of the City of Coppell Floodplain Management Ordinance." The undersigned, the City Secretary of the City of Coppell, Texas, hereby cert!fies that the foregoing Replat of the COPPELL COMMERCE CENTER PHASE 7, REPLAT subdivision to the Clty of GoppeN was submitted to the City Council , by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public piaces, and water and sewer lines, as shown and set forth In and upon sold plat, and said Council further authorized the Mayor to note the acceptance thereof by signing his name as hereinabave subscribed. Recommended for approval. eErHa SITE 6 � aunxs 8 � soulxwss,snx cnrewer eLw. rslrz VICINITY MAP N T.o. t 26' I I I N �— 23' �I I FREEPORT PKVVY 3611 I i O VERIZON 4 -INCH �l PVC STORM SEWER i I 1 I I I l l i I -- - - -- 20 Drains Easement r �, i 11 i t t \� 1 iI 11' I I Water u tility I v, �r i �— -- -- -- -- 111' – – - - -- -- I�-r�t( ; �I 1 Easement tI I L - 30diny L,ne -�_ ♦ �- ? 11 1 - �� - � f - ��� --w�+� -- _ 9.12' 7 �-- -- °1736" W - - _- - gramsre�— SHEET 1 OF 1 ly.eitib ACRES AN ADDITION TO THE CITY OF COPPELL, DALLAS COUNTY, TEXAS SITUATED IN THE 4 JAMES A. SIMMONS SURVEY ABSTRACT NO. 1296 0 60 120' sel Scale 1" = 60' NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, KCD -TX II Cappell Investment Limited Partnership is the owner of the herein described property, does hereby adopt this pfat deslgning the herein described property as COPPELL COMMERCE CENTER PHASE I REPLAT, an Addltion to the City of Cappell, Dallas County, Texas, and do hereby dedicate to the public use forever the streets and alleys shown the n. The easements shown thereon are hereby reserved for public unites, garbage and rubbish collection agencies, and all public and private tll4ies for each particular use The maintenance of paving on the utility access and fire lane easements 's the p neibillty of the property owner. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, sold easements being hereby reserved for the mutual use and accommodation of all public utilities using r desiring to u the some, II g set am A and any public utility shall hove the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, o r other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the s ents and all public utilities shall at all times have the full right f ingress and egress to or from and upon the sod o..ements for the purpose of constructing, reconstructing, patrolling, maintaining and adding to or removing all or parts of Its respective systems without the necessity at any time of procuring the permission of anyone Any public utility shall have the right of ing and egr to private property for the purpose of reading meters and any maintenance required or ordinary performed by the utility. This plot approved subject to all platting ordinances rules, regulations and resolutions of the City of Coppell, Texas. EXECUTED this the _.- /.,;�. day of -... 4A L_l1__ 2001. OWNER: KCD -7X11 Coppell Investment Limited Partnership a Texas Limited Partnership by: KCD- TX'I "lt Investments, LLC STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Public, in und for QQ((:5c4ognty and State on this personally appeared K llL _ known to me to be the person and officer viose _name is subscribed to the foregoing Instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed and in the capacity therein elated. V UNDER MY HAND AND SEAL OF OFFICE this the L';, day of 2001. Notary for the State of Texas �,It bhl� VdCLk1A My Commission Expires: InQ;u d-Wr REPLAT BLOCK 1R COPPELL COMMERCE CENTER PHASE I \ LET t, BLOCK A D - F UKEREEII PKI A1JUHHJN .CMERETF �I ❑ (VOL., 2001065, PG. 37) I _ _ PRtiEMENF PD-1315132-L) / ._. , ,..:..,..m... y _ .o..m., ...r ._ .............F.�...._ ».�_.....4 _...- -- .�.,....,.:.. - � .� -18 "WATER ' SE THEL ROAD i _ _ _ - - - — I PA'KMENT + �, X 36 ° CMP .M.. N G E L _G 079 1 1 : water 1 i l i.. I, I PpVEMFNT i O I ( I I Ecs 3 -0 I ( . I1 � I O �5� w ...,a / v A T tk AT �-, PROPOSED DDMPSTER n t sa � s W1�O52G { / k � x k °�� —!� LocnnoN ' ... i' i k 4 S . e" 3 ��, -): ' — - .__ __ ._..- .. _._....... 26 0.00',.^) 'Y.' 511 -. FlRELANE EASEMENT ... N SS Ot —. U4 W 5204'I 1 ,.1. � nzon�� D - '512 II bore 2 �l ! �_ - -- ----- Et *sas6t X OULVr. H.I COPPELL COMMERCE CENTER c oNGRETE L 505.1f HEADWALL I DLJACC 1 DEOI AT II ANAGS U ' UTI LITY DRAINAGE ANU UTILITY 8, P AND UTILITY EASEMENT ( VOL. 2001108, PC. 706 ) VOL. ( 20001708, PG. C, 70 706) I PROPOSED VERIZON FIBER bore location 1 N W Bethel 9ft 4'x10' box culverts' Verizon 4 -in. bore J 2 ft ++ bore location 2 N 7 f Freeport Pkwy 10' x 5' box culvert I H� j C) " Verizon flinch bore 2 f LOT 1 BLOCK A !`/TV!1FC_a,01 PF/ / TFYd S' OESLGN DRAWN DATE SCALE NDIES RLE NO. - . CAJ CAJ 2005 1 " =20'.. Y7.1 X 12 R P \ -. --u - - 511 -_ r/r ...... ....... __....,513 ". .:.,.. ,.,,w ..._..< ...,.... .... ._.. ....... ...,,._ .Y1( ,• . -..... .._.,, ., ___. -:, REFERFNfF REAR U - -� _. 12 _.. ........,._ �._... _ _,. c _ bore location 1 PROP T PM TU TUBE T — — — 85 _ V � !t — — _— r!■■ 10' SAN SEW �... °. s — 75.00 77 SAN. SEW. �^IklC A 1 LVIYC M 508 0 10 20 40 80 GRAPHIC SCALE IN FEET r 11DDCI i cnzav L) /yam E GXS~ 7I 8 watet ► EXISTING 54' _ - t 'N `I_I S� EA EfJJ 1 s --s J �I j ! DETENTION I - � -- y 1 Q I�" I � CONCRET E A, T ? W _ X 11 �I - .' ■ O �5� w ...,a / v A T tk AT �-, PROPOSED DDMPSTER n t sa � s W1�O52G { / k � x k °�� —!� LocnnoN ' ... i' i k 4 S . e" 3 ��, -): ' — - .__ __ ._..- .. _._....... 26 0.00',.^) 'Y.' 511 -. FlRELANE EASEMENT ... N SS Ot —. U4 W 5204'I 1 ,.1. � nzon�� D - '512 II bore 2 �l ! �_ - -- ----- Et *sas6t X OULVr. H.I COPPELL COMMERCE CENTER c oNGRETE L 505.1f HEADWALL I DLJACC 1 DEOI AT II ANAGS U ' UTI LITY DRAINAGE ANU UTILITY 8, P AND UTILITY EASEMENT ( VOL. 2001108, PC. 706 ) VOL. ( 20001708, PG. C, 70 706) I PROPOSED VERIZON FIBER bore location 1 N W Bethel 9ft 4'x10' box culverts' Verizon 4 -in. bore J 2 ft ++ bore location 2 N 7 f Freeport Pkwy 10' x 5' box culvert I H� j C) " Verizon flinch bore 2 f LOT 1 BLOCK A !`/TV!1FC_a,01 PF/ / TFYd S' OESLGN DRAWN DATE SCALE NDIES RLE NO. - . CAJ CAJ 2005 1 " =20'.. Y7.1 X 12 R P \ -. --u - - 511 -_ r/r ...... ....... __....,513 ". .:.,.. ,.,,w ..._..< ...,.... .... ._.. ....... ...,,._ .Y1( ,• . -..... .._.,, ., ___. -:, REFERFNfF REAR U - -� _. 12 _.. ........,._ �._... _ _,. c _ bore location 1 PROP T PM TU TUBE T — — — 85 _ V � !t — — _— r!■■ 10' SAN SEW �... °. s — 75.00 77 SAN. SEW. �^IklC A 1 LVIYC M 508 0 10 20 40 80 GRAPHIC SCALE IN FEET r 11DDCI i cnzav L) /yam E GXS~ 7I 8 watet ► EXISTING 54' _ - t 'N `I_I _ EA EfJJ 1 s --s J 11� j ! ovPELL C old I O �5� w ...,a / v A T tk AT �-, PROPOSED DDMPSTER n t sa � s W1�O52G { / k � x k °�� —!� LocnnoN ' ... i' i k 4 S . e" 3 ��, -): ' — - .__ __ ._..- .. _._....... 26 0.00',.^) 'Y.' 511 -. FlRELANE EASEMENT ... N SS Ot —. U4 W 5204'I 1 ,.1. � nzon�� D - '512 II bore 2 �l ! �_ - -- ----- Et *sas6t X OULVr. H.I COPPELL COMMERCE CENTER c oNGRETE L 505.1f HEADWALL I DLJACC 1 DEOI AT II ANAGS U ' UTI LITY DRAINAGE ANU UTILITY 8, P AND UTILITY EASEMENT ( VOL. 2001108, PC. 706 ) VOL. ( 20001708, PG. C, 70 706) I PROPOSED VERIZON FIBER bore location 1 N W Bethel 9ft 4'x10' box culverts' Verizon 4 -in. bore J 2 ft ++ bore location 2 N 7 f Freeport Pkwy 10' x 5' box culvert I H� j C) " Verizon flinch bore 2 f LOT 1 BLOCK A !`/TV!1FC_a,01 PF/ / TFYd S' OESLGN DRAWN DATE SCALE NDIES RLE NO. - . CAJ CAJ 2005 1 " =20'.. Y7.1 X 12 R P \ -. --u - - 511 -_ r/r ...... ....... __....,513 ". .:.,.. ,.,,w ..._..< ...,.... .... ._.. ....... ...,,._ .Y1( ,• . -..... .._.,, ., ___. -:, REFERFNfF REAR U - -� _. 12 _.. ........,._ �._... _ _,. c _ bore location 1 PROP T PM TU TUBE T — — — 85 _ V � !t — — _— r!■■ 10' SAN SEW �... °. s — 75.00 77 SAN. SEW. �^IklC A 1 LVIYC M 508 0 10 20 40 80 GRAPHIC SCALE IN FEET r 11DDCI i cnzav L) /yam E GXS~ - i� i II � PROJEgT LOCATIO■ '��) BL 11iFL ­THI 1 s --s J 11� j ! ovPELL DALLAS COUN i MAPSCO 11 WIN r MAP �l (NOT TO SCALE) 1 I I / z-� a cOL'uku I' q ELECTRO PETER POWER,, POLE ST LIGHT STANDARD _ o WATER METER ' s IRRIGATION CONTROL VALVE ,TO FIRE HYDRANT - w MANHOLE 1 J T TRAF =,C SIGNAL CONTROL TRAF�C SIGNAL r POLE TELE 1 I'ONE BOX FLOOD '_IGHT scrv_ TRAF -f SIGN PK C -- v PK NAIL SET 'P NAIL W/ T ACHECO KOCH" WASHER SET IRS i /2VNCH IRON ROD Q W/"ACHECO KOCH" CAP SET (C.M) CONTROTTING MONUMENT - -- PROPERTY LINE FENCE UNDERGROUND) WATER LINE r e u.DERUrcwN� H� I LI 1 ( R ' / - -- T - UNDERGIR TELEPHONE LINE UNDERGROUND CABLE LINE — — C - it 6 _C S - UNDERGRW ND SANITARY SEWER LINE f OUR i w xx A AD it .- L O 6 ON 1 0 0 '� - , FLUwrLM,. RECORD DRAWING I RIVISED TO R EFLE T N TRUC'ION MAINTAINED AND PROVIDED BY THE CITY FOR DEVELOPER: 255 OF CORREL (972)E304-M79 019 I ISSUE DATE: 0 §/18/2007 iv / / uoT NFG .ROM 1 NO. DATf REY/SION I wq r c>ra.■ �'cary r+va.■� �aan�uun ly o lyn lccsca A ?50 N C. FNTRAt EXPWY S 1TF I.F. DALLAS. TX 75209 9722151034 WITE MAN E i I F 1 1 3 _. -_. .._ .,. _ _.,_ AAA _- ,......e...,...... _._ M. ,...,. ,. >,. _. ..,_.....v.....o, „_,,,_.„.._ ._._«�> ......,., ,.. �.. ... ..... 515 33 b ' '_ 4� . n_.r �W. .., .., oQ Y , y�py. I iI II, f Q' = 229 ef3 V t.30 fpa t V /2G 003 f d dd I V V/2G 013 -. _ --��' t 51 5 _ St 00048 I I ,Lc x - 5£ 0 00065 510 - I 4 -5'XiD �C LVE r—rw STING GROUND : I 1 1 _ 510 _ € _. _ _ a,. _ - - EX117ING6 GROUND -V ___ f txlS UNU UKOUN / / i \] ____. ..__ „ PROPOSED .RADIAN WALL PROP- CNANNELq (BY. OTHERS) 6 i7.1 %' 55 9 504302 505 _._ _ - - r - - ° _.. i 1 500 ; _ _ .._.._ _M o 1 _.. .. .__ _.� 72 L.F. 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C JACK EYAN II1 BEACH MARK LIST '1�� j "[ _i.► BM# 1 ❑ ” CUT ON NORTHWEST CORNER OF CONCRETE Pm-,t THE TOE W ROAD c'cT NO .eF ASPHALT OF BE'HEL ft0A6 AND 200 FEET EAST FROM T'HE - " - -' - -" - -- {._.. ' __ _..., ..._., . ... ¢ ._. THE SEAL APPEARING N UMENT WAS CENTERLINE OF FREEPORT PARKWAY. - t - -' -- "" _ " ' "`° -""'-" "�' + '-"' _" —" +' `-"'- "- ""' - THE SE BY C. JAC 1 ; 0380.0 ON 05/12/2006. ALTERATION OF A AL D DOCUMENT WI1 PRDPFR NATIFIfATION TO THE R11 KSIRl - F BM 2 ❑ " CUT SET ON TOP OF CENTERLINE HEADWALL. 15 FEET EAST §".... ^. ^^-`�^'_,:, ar..„ °. ^...^°- .....- ^°- .°_- ,.m. ^- ^- ^°^^^.° °°-°°^^-- .--°.- °..^^�°->°°° -. .^°.____.-^-- -°..I^. ^,.-°. �.a^^ ^N°^, '^^j.° ..:..- .. -n„.e,,, .. - .- -. -. ^^° - :.:.,,- , ^,... .- -,-.'I M ENGINEER IS AN OFFENSE UNDER THE TEXAS OF EDGE OF ASPHALT ON THE EAST SIDE OF COPPELL ROAD ' , .., ...._ ENGINEERING PRACTICE AC ROAD — 4- AP R APPROXIMATELY 1000 FEET NORTH FROM CENTERLINE OF BETHEL ' r 9 C�CJ 514.37 a I � a" 0 2 4a 72 „,., HIC SCALE I FEET C OPI'"ELL Ul VIUNrr MAP (NOT TO SCALE) s. BOLLARD tiIELIHIG METER POWER POLE WATER METER WATER VALVE '_ IRRIGA"ION CONTROL VALVE FH (y FIRE HYDRANT Q C EANOUT WI CI 11 -TIVI F ' TPAFFIC SIGNAL CONTROL • TRAFFIC SIGNAL POLE 11,1 TELEPHONE BOX FLOOD LIGHT PK J FAIL SET PK NAIL W/ 'PACHF20 KOCH` WASHFR T IRS '/ INCH IRON ROD W/'PACHECO KOCH" CAP SET (CM.) CONTRCLLING MONUMENT PP _., UN, E - x }ENCE - - OVERHEAD UTILITY LINE E V UNDERGROUND WATER. LINE -- - - -- UNDERGROUND ELECTRIC LINE — t UNDERGROUND TFI FPHONF IINF -- UNDERGROUND CABLE LINE UNDERGROUND SANITARY SEWER LINE RECORD DRAWING THIS DRAWING HAS BEEN REVISED TO REFLEC- CONSTRUCTION RECORDS MAINTAINED AND PROVIDED BY THE CITY FOR DEVELOPER: CITY OF COPPELL 255 PARKWAY BLVD COPP €LL, tX 75018 I SSUE DA'E: 09/18/2007 III F 1 1 3 51 5,. 5 m..- 515 f d dd I V V/2G 013 : , � �_ � I ' '� I I 510 - 99 � y r r—rw STING GROUND : I 1 1 _ 510 ._ OPOSED GABIAIN ALL _ .- ^^- ..- _ i ___ f __ _ -.. . .._.�.. ..._.. _ ____. ..__ 5d0 _ + 505 6 SANIf 5E 0 2.51 I_ 3 5uU { 1 5 V - _ I 3 § 1 S .._,.m_...,....,..:. _. »,...,.,.,.. ,„.,.._,. ........- ..,EXLSi...10, __._,,,_,.... .w.. ,.- .... „„„.,.:....„ ..,..... _. __........ ...,.y..” ""'. -- -- E »..,,.._... ..,�.�..._.«, ,........ ».._. ...»....:, _.. __..._... .._� .....___._. _. ...__,...._ .. 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ALTERATION OF A AL D DOCUMENT WI1 PRDPFR NATIFIfATION TO THE R11 KSIRl - F BM 2 ❑ " CUT SET ON TOP OF CENTERLINE HEADWALL. 15 FEET EAST §".... ^. ^^-`�^'_,:, ar..„ °. ^...^°- .....- ^°- .°_- ,.m. ^- ^- ^°^^^.° °°-°°^^-- .--°.- °..^^�°->°°° -. .^°.____.-^-- -°..I^. ^,.-°. �.a^^ ^N°^, '^^j.° ..:..- .. -n„.e,,, .. - .- -. -. ^^° - :.:.,,- , ^,... .- -,-.'I M ENGINEER IS AN OFFENSE UNDER THE TEXAS OF EDGE OF ASPHALT ON THE EAST SIDE OF COPPELL ROAD ' , .., ...._ ENGINEERING PRACTICE AC ROAD — 4- AP R APPROXIMATELY 1000 FEET NORTH FROM CENTERLINE OF BETHEL ' r 9 C�CJ 514.37 a I � a" 0 2 4a 72 „,., HIC SCALE I FEET C OPI'"ELL Ul VIUNrr MAP (NOT TO SCALE) s. BOLLARD tiIELIHIG METER POWER POLE WATER METER WATER VALVE '_ IRRIGA"ION CONTROL VALVE FH (y FIRE HYDRANT Q C EANOUT WI CI 11 -TIVI F ' TPAFFIC SIGNAL CONTROL • TRAFFIC SIGNAL POLE 11,1 TELEPHONE BOX FLOOD LIGHT PK J FAIL SET PK NAIL W/ 'PACHF20 KOCH` WASHFR T IRS '/ INCH IRON ROD W/'PACHECO KOCH" CAP SET (CM.) CONTRCLLING MONUMENT PP _., UN, E - x }ENCE - - OVERHEAD UTILITY LINE E V UNDERGROUND WATER. LINE -- - - -- UNDERGROUND ELECTRIC LINE — t UNDERGROUND TFI FPHONF IINF -- UNDERGROUND CABLE LINE UNDERGROUND SANITARY SEWER LINE RECORD DRAWING THIS DRAWING HAS BEEN REVISED TO REFLEC- CONSTRUCTION RECORDS MAINTAINED AND PROVIDED BY THE CITY FOR DEVELOPER: CITY OF COPPELL 255 PARKWAY BLVD COPP €LL, tX 75018 I SSUE DA'E: 09/18/2007 III 0 2 4a 72 „,., HIC SCALE I FEET C OPI'"ELL Ul VIUNrr MAP (NOT TO SCALE) s. BOLLARD tiIELIHIG METER POWER POLE WATER METER WATER VALVE '_ IRRIGA"ION CONTROL VALVE FH (y FIRE HYDRANT Q C EANOUT WI CI 11 -TIVI F ' TPAFFIC SIGNAL CONTROL • TRAFFIC SIGNAL POLE 11,1 TELEPHONE BOX FLOOD LIGHT PK J FAIL SET PK NAIL W/ 'PACHF20 KOCH` WASHFR T IRS '/ INCH IRON ROD W/'PACHECO KOCH" CAP SET (CM.) CONTRCLLING MONUMENT PP _., UN, E - x }ENCE - - OVERHEAD UTILITY LINE E V UNDERGROUND WATER. LINE -- - - -- UNDERGROUND ELECTRIC LINE — t UNDERGROUND TFI FPHONF IINF -- UNDERGROUND CABLE LINE UNDERGROUND SANITARY SEWER LINE RECORD DRAWING THIS DRAWING HAS BEEN REVISED TO REFLEC- CONSTRUCTION RECORDS MAINTAINED AND PROVIDED BY THE CITY FOR DEVELOPER: CITY OF COPPELL 255 PARKWAY BLVD COPP €LL, tX 75018 I SSUE DA'E: 09/18/2007 III RECORD DRAWING THIS DRAWING HAS BEEN REVISED TO REFLEC- CONSTRUCTION RECORDS MAINTAINED AND PROVIDED BY THE CITY FOR DEVELOPER: CITY OF COPPELL 255 PARKWAY BLVD COPP €LL, tX 75018 I SSUE DA'E: 09/18/2007 III R08ERT W. WOOLEY SAWGUT AND ATCH I CC# 2008034236a EXISTING PAVE ENT n.R.6_c.T. CONSTRUCT i GARY CARTER CONCRETE HEAIDER V.2O03148, P.9904 w ti O.ft.O.O.T- ti RELOCgE MAILBOX �i I a cc I a REMOVE EXISTING �I° ^ q INLET AND 36" CA 1 t POWER POLE TO BE REMOVE 36 CMP ^ REMOVED BY OTHERS I C3 �� PROPOSED ROIL' /4a' EX RCW li REMOVE 36' CMP CO WM 510 505 I _ N 9 X LLJ REMOVE 48" RCP 4 1p" }1AC fif T O.R.O -C-T. G Q IDESCRIPTION BE REMOVED — 22" HACKfi � I DAYLIGHT LINE W H VE & RELOCATE . —i o HYDRANT ti BEGIN GATEWAY RAIL STA 9 +00, 15.50 LT M l9FflR 156 20' RECESSED INLET 9+83.53 0 v t� 10' RECESSED INLE EXISTNG ROW 0 a 495 7,004,700.6D ° o DT -3 TXDbT MODIFIED AIL RAC = Z 89'40' 'E 7,004,638.61 z �1 I 495 - - ELO( V) J BEGIN STAMPED CONC 7- � g ew 9- PP J ry 3 SCH 40 = ss ss dva� 5 PV % UIT G C YID Ss LLJ U �� o� Cl�' m` K WALL BE REMOVED o_ q tz" r = Q g gy ER POLE TO BE _ ID 0 C) z Y m e) I 510 � ~ © Q a %- - -- — — - - - -- o 1 + W5 m r I cv biO 9 Lo � 4 c � b N' REMOVE EXISTING J o� Ld T PAVEMENT (TYPICAL) T hL =366.4 T VERIZON ° \ \ 4 -INCH DAYLIGHT LWE 1 W PVC .VE BENCHMARKS B d!. 5 BOX CUT ON TOP OF MEDIAN CURB 9.28 J NOSE AT THE INTERSECTION OF J � BETHEL ROAD, AND FREEPORT r PARKWAY APPROXIMATELY 3O FEET Li W U N NORTH OF CENTERLINE INTERSECTION a a 1 m ELEVATION = 515.19 I L 510 505 I _ 500 LLJ REMOVE 48" RCP Z 1p" }1AC fif — O.R.O -C-T. G BRICK WALL TO IDESCRIPTION BE REMOVED — 22" HACKfi � I DAYLIGHT LINE W REM VE & RELOCATE . —i o HYDRANT ti BEGIN GATEWAY RAIL STA 9 +00, 15.50 LT M l9FflR 156 20' RECESSED INLET 9+83.53 0 v t� 10' RECESSED INLE EXISTNG ROW 0 a 495 7,004,700.6D ° o DT -3 TXDbT MODIFIED AIL RAC I 31.96' RT 7,004,638.61 z �1 O r 495 I 4 I Q 7,004,670.58 �MN BEGIN STAMPED CONC 7- � g ew 9- PP J I REMOVE cu CL 6 +00 7 +00 dva� 15 RCP o q �� o� Cl�' m` K WALL BE REMOVED o_ q tz" r = Q g gy ER POLE TO BE _ ID 0 C) z Y m e) I 510 � ~ © Q a u/. o 1 + W5 m u E r I biO 9 Lo � 4 c � b N' 510 W WV ot� o� Ld T T hL =366.4 T ° 1 W w .VE 9.28 J J � G Li W U N a a 1 m M= 509.41 500 N RELOCATE MAILBOX S c J 3 in 505 4 95dv a a w I � 510 z H } =o = as U d; U- �C❑ 500 Dote: May 09, 2011 - 9:07— Use❑ ❑.I File: N: \it \Old Town \Drawings \CV- TRT- PP- PAVE02.d MAIL BOX 1D7? (TYP) AsPR&T R m 3 TH O` SfL�!AL� ry 5 Ss G P W 7 -14 KSE- RRY /35' MANHOLE TO PROP GRADE I STA 7 +68.83, 22 +43' RT I►L TYPE A PULL BOX_ ,,EXISTING UNDERGROUND UTILITIES IN AREA CONTACT UTILITIES 48 HOURS PRIOR TO CONSTRUCTION TIME WARNER CABLE: 214- 320 -54. r VERISON : 972 -578 -3354 ONCOR: 214 - 486 -4243 7 ATMOS.' 972 -233 -2536 r ]:7�7`i ►��1�li ,I VICTOR ROMMU CC$ 20070210278 D. R.O.O.T. LLJ REMOVE 48" RCP Z 1p" }1AC fif — O.R.O -C-T. G BRICK WALL TO IDESCRIPTION BE REMOVED — 22" HACKfi � I DAYLIGHT LINE W REM VE & RELOCATE . —i o HYDRANT ti BEGIN GATEWAY RAIL STA 9 +00, 15.50 LT M l9FflR 156 20' RECESSED INLET 9+83.53 0 v t� 10' RECESSED INLE EXISTNG ROW 0 y¢ °0 495 7,004,700.6D ° o DT -3 TXDbT MODIFIED AIL RAC I 31.96' RT 7,004,638.61 z �1 I -R I 4 I Q 7,004,670.58 �MN BEGIN STAMPED CONC 7- � g ew 9- PP J I REMOVE cu CL 6 +00 7 +00 dva� 15 RCP o Dote: May 09, 2011 - 9:07— Use❑ ❑.I File: N: \it \Old Town \Drawings \CV- TRT- PP- PAVE02.d MAIL BOX 1D7? (TYP) AsPR&T R m 3 TH O` SfL�!AL� ry 5 Ss G P W 7 -14 KSE- RRY /35' MANHOLE TO PROP GRADE I STA 7 +68.83, 22 +43' RT I►L TYPE A PULL BOX_ ,,EXISTING UNDERGROUND UTILITIES IN AREA CONTACT UTILITIES 48 HOURS PRIOR TO CONSTRUCTION TIME WARNER CABLE: 214- 320 -54. r VERISON : 972 -578 -3354 ONCOR: 214 - 486 -4243 7 ATMOS.' 972 -233 -2536 r ]:7�7`i ►��1�li ,I VICTOR ROMMU CC$ 20070210278 MANH E TELEPHONE MANHOLE EL �R �� TO BE RELOCATED -- BY OTHERS D. R.O.O.T. LLJ REMOVE 48" RCP Z 1p" }1AC fif — O.R.O -C-T. G BRICK WALL TO IDESCRIPTION BE REMOVED — 22" HACKfi � I DAYLIGHT LINE W REM VE & RELOCATE . —i FIRE HYDRANT ti BEGIN GATEWAY RAIL STA 9 +00, 15.50 LT M l9FflR 156 20' RECESSED INLET 9+83.53 PON v t� 10' RECESSED INLE EXISTNG ROW T01= 509.11 10 +30.87 30.03' LT 7,004,700.6D ° o MANH E TELEPHONE MANHOLE EL �R �� TO BE RELOCATED -- BY OTHERS 55 2x8° ° iii i ur �.urrttt CC# 2608024851' FIIC SS CONTROL POINTS 1p" }1AC fif — O.R.O -C-T. G EASTING IDESCRIPTION 10 — 22" HACKfi 7,033,558.64 McTgE RY 40' 3X7 W REMOVE 9 +83.53 EXISTING x TREE BEGIN GATEWAY RAIL 12 9+83.53 STA 9 +00, 15.50' RT v t� 10' RECESSED INLE EXISTNG ROW Tnl -�,n411 55 2x8° ° iii i ur �.urrttt CC# 2608024851' I nuiwuvo ' CONTROL POINTS PT I O.R.O -C-T. I NORTHING I EASTING IDESCRIPTION 10 8+32.53 39.04' LT 7,033,558.64 I END CONIC 11 9 +83.53 30.71 LT COST GATEWAY BEGIN GATEWAY RAIL 12 9+83.53 ° E -4 v Ao RAI S SHEET 13 10 +30.87 30.03' LT 7,004,700.6D ° o DT -3 TXDbT MODIFIED AIL RAC I 31.96' RT 7,004,638.61 z V) I -R I 4 I Q 7,004,670.58 2,508,229.19 BEGIN STAMPED CONC 7- � g ew 9- PP J I REMOVE cu CL m mK P } 15 RCP o q �� o� Cl�' m` K WALL BE REMOVED o_ q tz" r = Q g gy ER POLE TO BE 0 C) z Y m OVED BY OTHERS I 510 � 11 1 I I c Q u/. T .'e 1 + W5 m m u E r I biO 9 r> < W WV ot� o� T T T hL =366.4 T ° 1 W w .VE 9.28 J � G Li W U N a a 1 m M= 509.41 500 N RELOCATE MAILBOX S c J 3 A. 10=85AW ow m. Q3 L ADJUST EX WATER E•rdeS TO PROPOSED GR REMOVE EXISt`I ICeER TP O K r 5.00 55. ' vc J. uu s. ' vc 0 E■® • •f STA 10 +67, 15.50'RT 10' RECESSED INLET T01- 509.95 STA 10+91.25, 23+68'RT TYPE A PULLBOX iYf3 CONTROL POINTS PT I STATION OFFSET I NORTHING I EASTING IDESCRIPTION 10 8+32.53 39.04' LT 7,033,558.64 2,425,986.15 END CONIC 11 9 +83.53 30.71 LT 7,033,552 -06 2,426,137.25 BEGIN GATEWAY RAIL 12 9+83.53 34.56' RT 7,033,489.80 2,426,137.97 BEGIN GATEWAY RAIL 13 10 +30.87 30.03' LT 7,004,700.6D 2,508,265.12 END GATEWAY RAIL 14 10 +30,86 31.96' RT 7,004,638.61 2.508.265.10 END GATEWAY RAIL 15 9+94.95 VERT 1'=4' 7,004,670.58 2,508,229.19 BEGIN STAMPED CONC K r 5.00 55. ' vc J. uu s. 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EEEE��EEEEEGEEEEEI �E ■EEEE'�E�9EE�EEEEEI�EEEEEGEEEE IEEE i i EEE�iEEsiEE® SEE ®EEEEi�EEEE ®EEEELrr�E ®EE ®E ®EE ®EEEE ®EEEE ®�E�EEE i i w 17+ 00 : ii • Ii 20+00 ii 0 % SUBMI R • • � t5LNL,r1 M{ircnJ � 1 B.M. 3 BOX CUT ON TOP OF WEST CURB AT =TOTT JO CB= LSRF1" � �, �- J ,, E. DNSTO T F()r' CELBE . Of,�TSTT,,�o CCLLEEG V, BURP'.E "4J T-1 AELE ISI_ SAWCUT TT, RFTHE\BEP 1 1 <IE L THE END OF CURB PARKING LOT FOR I R.D_C. Ro H NFFFG �� - \ i16E, C and _ I USTO T R 3 T E U 4iC RFTH r.u0c Z0i „ , .L 0085 �IPOWER POLE 417 RFTHFI oo ° JF EXA fvC. 00 AND MATCH �, rnl , << 1007 F'43 o o WA 1£R DEPARTMENT LOCATED AT 408 u F,4(---, I 4( I C R D C T W .e =' �•� a �1 B -TEFL o v, 1 TO BE REMOVED EXISTING * 2 4 �,, gETFEL w a W. BETHEL ROAD. w ELEVATION = 514.79 °ADJUST I m II �Q - CURVE DATA EU LCI`dh Q�' BY OTHERS RK f3 BENCHMA �; �� N=7 �' �V �° °� I N j ffi4 W ° EXISTING MANHOLES TO Qi �+ PROPOSED GRADE. ° �i °+ - �" x POWER POLE TO BE y N REMOVED BY OTHERS d 2'36'00" �O / lo' I E= 2,427,228.96 DAYLIGHT LINE ' y N =,, ' CURVE DATA I r 3 w ° z��o� y Q PROPOSED ROW ti R= 660.' PROPOSED ROW 00 1 �x ;i A = 25250" I 5 o o „a v PROP. ROW m r Q - POWER POLE TO BE I N REMOVED BY OTHERS ,. c t 2- � L 29.95' \ T =14.98 180 R RELOCATE WM �� /�Q / , R 660.00' L =33 18' `� E T -1659 0 10' 20' 40' =c 0 � � m 6 o o a o JI 2 OR ; - - . SCALE IN FEET r g J m - F U �� DIT _ - �, 1 i i � �� e: r ; i - - - -� - '\ a _ E RMOVE _ 12" RCP - - - - � I z a3��m �o -- i 9� O �� d o-, r RELOCATE WM 8 SPACEMJ 9 - V : ®� �r O ADJUST VALVES c �) °+ M -�' ''� ' '�` 3 R 4 PACE � �3C ®9 : o_ Q � 4 ♦ Lf') W w 10 R TYP. - LQ s fir- +� C� - � o+ L b "w ° BETHE ROA _ 21 +0o RELOCATE MB "i _ > FM'f, 6_ _N89'b3 _ � RELOCATE Nass s',a .,W N8T1918 1 +00 Q 8 g •yr I-- in H N ro A W V1 m REMOVE EXISTI i.Ia PIPE _ o W\ N 3R4CES �� 9 7 -WM H �` -- -- -- - -� -- ADJUST C S Nf; T a - ;i N + ----- -����� -- -- v tD �, - _ 6' SIDEWALK S I- LyJ LAJ W Cd Z i d a^ -� W_ CONTROL POINT 10 x - -- � � W LL. of N= 7,033, 26 V U 507. REMOVE 12 RCP - PROP. ROW I n '- o PROPOSED ROW E= 2,426,990.60 i T , h VER�ZON AND£CABLEE BOX TO BE 4-I N RELOCATED POWER POLE TO BE Q O N + o T a m a ° o ' 1 ° RELOCATE FIRE HYDRANT % �- J� - BY OTHERS PV�; REMOVED BY OTHERS NOTE 1. SIDEWALK ON CITY PARK (� GAS METER TO BE v RELOCATED BY OTHERS % `O^ V „ y v, 4 J ` _ , i o, y ! id I E.FRRY POWER POLE TO BE _ CONTROL POINTS I SHALL BE LOCATED IN FIELD TO AVOID TREES O BARRIER FREE I DAYLIGHT LINE a m Q �¢ REMOVED BY OTHERS ¢- PT STATION OFFSET NORTHING FASTING DESCRIPTION PER DIRECTION OF CITY Ln cc I RAMP I b N "' 40 17 +08.40 13.50' RT 7,033,518.32 2,426,862.61 3'R PC ENGINEER FP IF I j� L 4 d 15' � � I IN RD./ � 41 17 +19.18 31.00' RT 7,033,501.00 2,426,873.69 PARKING CORNER I Z 1 -' -1 o - - U, SEE SHEET -1 FOR BETHEL 42 17 +60.66 30.50' RT 7,033,502.19 2,426,915.15 PARKING CORNER T _t. - _ COPPELL RD./MITCHELL ST INTERSECTION PLAN 43 1 7 +56.16 13.50' RT 7,033,519.11 2,426,910.37 3'R PT 0 CN CAUTIONM 11 IA,LAL HORA 1 44 18 +32.50 82.23' RT 7,033,451.13 2,426,986.36 END SIDEWALK x W w 0 9Lo F,- �i�il L v� 59 n _LL I t �,�IL .l i, and �, -ItF, P1 WILSn, 45 18 +38.67 13.50' LT 7,033,546,85 2,426,992.66 3'R PC o Q Q EXISTING UNDERGROUND UTILITIES C F J -- . 1 �� L >n45 P 193 46 18 +34.03 30.50' LT 7,033,563.86 2,426,988.04 PARKING CORNER __ 1— O IN AREA. CONTACT UTILITIES 48 nL1 U FCL ,,,��fl FETE ` FI I D -?.0 `:.T. 47 19 +17.23 30.50' LT 7,033,563.75 48 19+28.81 13.50' LT 7,033,546.73 2,427,071.25 PARKING CORNER 2,427,082.80 3'R PT SCALE: �� , � w a of HOURS PRIOR TO CONSTRUCTION 1 SW BELL: 1 -800- 395 -0440 _� I 41 , FE H L R04T 49 20+11.56 13.50' LT 7,033,543.79 2,427,166.10 3'R PC HCRIZ: 1 =20 n of _'S TXU ELECTRIC. 1- 800- 242 -9113 50 20 +06.92 30.50' LT 7,033,560.99 51 20 +48.52 30.51' 7,033,559.05 2,427,162.26 PARKING CORNER 2,427,203.82 PARKING CORNER VERT 1 O z J 0 g GAS: 1 800 - 344 - 8377 LT J W 52 20 +61.25 13.50' LT 7,033,541.47 2,427,215.74 3'R PT O _J a = o V 53 20 +74.95 21.50' RT 7,033,505.87 2,427,227.79 BEGIN TRANS 54 20 +84.95 19.50' RT 7,033,507.40 2,427,237.87 END TRANS a z I j Ln V � i TIM U a0 > a m 515 EX15 G 515 L U V) 510 510 �, o �, o �, + j F�1GH PANT ELE = 513: 1i + W HI GH PONT TS A = 1 +52.2 _ � O > LOW POINT = ELEV 511 w PVl ELEV = 51 x.20 v w t h If" , � r ;11q L O LLJ m m - w 505 Ln Low OINT TA = 16 +47.76 w LO 505 m + VI STA = 16 +50 K - 55.56 60.00' VC + n n x x O VI EL EV = 511.46 A.D.I = 1.08 n rn v -� it 1 > --- C7 5556 DD -- v +i N f In N ti LO 0 In o o a v a o j ~ `. N N. N� N . N'}' M I"]: N N N N a 5OO 5OO u - I tt7 ttl. If3 N U'7 Ill U) a I a I i K 515 (� EXISTING ISTIN GRO ND RIGH BOC O 515 00 " o� 0 M 510 0 ( - PROPOS RIGHT TO - o M 510 c° o _ r + rj y {GH POINT ELEV = 513.12 + r.j � � � � �' � � � � � 4) t- c I I° - - - - HIGH POINT STA = 19 +52.'2 O 0 o+r N o °t m a w w POIN _ �� PVI ELEV - 513'.2 v r s m I_ / - -55. 505 A 16 T= -+ 505 = K = 56 to ELt V = 51 L46 j 60.00 VC A.D. = 1.08 In K =00 In N m Ln N o n 0 In 0 W L11 ry M I N. N >o 500 L 7) _ 500 r, ITTT , LO L V) � PV -4 17 +00 18 +00 19 +00 20 +00 21+00 90%SUBMITTAL sL - 18 of 138 Dole: Jun Ull. YUU/ - 8 :glom User: drp File; N:\ Ii\ Urowings \(:V- llil- I'}'- t'AVLU4.dwq uate: dun uts, zuu/ - ts:ntam user: arp rne: N:\ it\urawings\t :v- IKI- rr- rnvt.un.awg. I EL CV 1 (L - D OPI - -L W { 1 B �� 2 CLD CO =FEL o ELOCK 3LC I I OLD 'PPELL ' E `vR 1- FT_ Z043, Z { STATES L 16C 0 PG . 204�:, L7 CCPFELL ESTATES VOL 960- P0, 204 G R T Cl, p D, D. I T. ES TES L 96C2C, D G.C_T. zo W s HFARTH.�TO IF A \F H w '?�� LFHRTH , UP1F T;PI W p �/ SAWCUT & MATCH (n P 20 D.B.0 t.T. HLIdTFRN /(x)D I V { = Z �\ EX. PAVEMENT T45 FUf,TEPt1'OUD N o o . 8 REMOVE AND REINSTALL BRICK Q �� I PAVER RAMPS AND CROSSWALK d 0' J / CONTROL POINT 19 � I rn o Q P N= 7,033,544.81 CURVE DATA W �, E=2,427,464.59 v w �a�m D =2'52 50" ' REMOVE 12 " RCP �• Z ADJUST EXISTING MANHOLES TO 0 10' 20' 4 0' O o' R= 660.00' AND HEADWALLS PROPOSED GRADE. I L =33.18 �. �, I -_ SCALE IN FEET S T =16.59 6' CIFF4R =I ., IC , �1GLI� Ln1 <, °,,!. I - _D\ ELGA 6' �_LL LLI z �3� p I L T L � -L - - _ ED ❑ G wau F ,. = F F u, T .; -? I p - - e - - "E �� — _ = - - p N L V� A E E + "�� E E- I + 25 R -,�, , 25 R —' ,, ,, — - v r — - - — p m a N ��� N a s o US - b 22 +00 3 O ADJUST VALVE i 23 +0D R 24 +00 ADJUST x.88.94' �� � VALVE 25 +00 0, "E m 3 26� H �'a Z ..8 n o f "' N89'47'52 I Cn�o W�� w �W ' a��; � La W — — Ld La 2 .r W W IL T4 REMOVE TREES V — R ( fO TYP) I INSTALL NEW 3 STRAND BARBED I H V Q r2 I V i E R I ZO N 4 -I N PVC o REMOVE TREES Mi \ REMOVE TREES WIRE FENCE BEHIND PROPOSED I 0 DAYLIGHT LINE FE 4 ,I m x N tJ —REMOVE 12" RCP SIDEWALK - zl., N �� NOTE.- BENCHMARKS CL Q x - -w 1. CONTRACTOR TO PROTECT WALLS, TREES; B. M. 2 BOX CUT ON TOP OF EAST CURB OF = LANDSCAPING AND IRRICA77ON AT OLD COPPELL p - n, CAUTION... ESTATES SUBDIVISION. DAMAGED LANDSCAPING HEARTHSTONE LANE APPROXIMATELY ,' SHALL 8E RESTORED TO PRECONSTRUCTTON 50 FEET NORTH OF CENTERLINE + EXISTING UNDERGROUND UTILITIES CONDITIONS (SEE SHEET A -3) INTERSECTION OF B£THEL ROAD AND Z { u IN AREA. CONTACT UTILITIES 48 2 SIDEWALK ON CITY PARK SHALL BE IN HEARTHSTONE LANE. ELEVATION = 504.59 O (Q N HOURS PRIOR TO CONSTRUCTION LOCATED U w CIF, 0= 'C,- SW BELL: 1- 800 - 395 -0440 FIELD TO AVOID TREES PER DIRECTION OF CITY BENCHMARKS x w PT STATION OFFSET CONTROL POINTS NORTHING EASTING T -H'AS TXU ELECTRIC: 1- 800 - 242 -911 9008 PAR GAS 1 -800- 344 -8377 ENGINEER B.M. J BOX CUT ON TOP OF WEST CURB AT THE END OF CURB PARKING LOT FOR F-- O Q Q Q DESCRIPTION v- -L, 992C, P-. CEO;?, 2.R,D.C. - . J. BRICK PAVERS AT HEARTHSTONE LANE SHALL BE SCALE: V) 60 22 +84.18 57,71' LT 7,033,581.86 2,427,437.74 END CONC REINSTALLED PER CITY DETAILS DAMAGED BRICK WATER DEPARTMENT LOCATED AT 408 W. BETHEL ROAD. HORIZ: 1 " =20' a $i PAVERS SHALL BE REPLACED AT NO SEPERATE " 0 COST TO CITY. ELEVATION = 514.79 VERT 1 =4' O z J w~ I w J O g LJ ZOO am 515 0 515 C14 O EXIS NG GROUND 0 L RO Lo U N a 510 oQ 0 +N 0 to — — to w 510 +N N N -,$— > J I N N u'3 HIGH EL _ P OPO — w tri w tii r O S w PW REV = 23 +18.8 � �II P _ H =I — �c . �e ._ r, w m 505 - -- -- — — 505 cow POINT ELfv = 51 14 _ CO POINT T = 2 + 75 — -- _ a o a = rn - — — — N \ N (14 5 iAl 07 — C14 M O n \ I 500 N N N. X 50.00: CV: N N N cV O 6 cd I� ° � 500 � U a cn L L in t Lo 40 L cn a I - �~ = r VIzHIZQN 0 515 V PROPOSED RIGHT TOC (> 515 m ao Q i r EXISTING GROUND 0 RIGHT ROW _ rSTING GRO NO RICH BOC -I o m to oc„ Q Q I 510 + N + � FT � -,.e � - - — — � —� � 510 <<o Vco HIGH tii w tii Lii PV7 514 = 1 3 +18.8 w Ln _ d > PVl E _ — N N `'3 N Aff 2M c 505 - 5 .52 - 505 LOW DINT ELEV = 51 14 — — _ - -- _ w� LOW POINT STA = 21+ -- -- __ _ -- -- -- _ __ _ 21T75 4 EL 51 Q EN ''V O V4 A.D. = to to' Q. h N. 5X N. CY N N � N � K SO.oD c � C N r r Q of IL >O 500 In In In In ln , lC3 Ln lr} Ln In In In In J 500 EET PV -5 22 +00 23 +00 24 +00 25 +00 26 +00 90%SUBMITTAL EU 19 OF 138 uate: dun uts, zuu/ - ts:ntam user: arp rne: N:\ it\urawings\t :v- IKI- rr- rnvt.un.awg. t N r J C, L Qj ru h Ave vl 0 CL V Lo L - Brooks Ln. _ W - C - - -- Hurter Wood Park Hearthstule b, Brack St MH 95 • i ■ i FIBER PLACED IN EXISTING CONDUIT W Bethel Rd r -- - - - - -- . �I.tttttt..tttttt . ■• ■•••••••- .------------ - -` - -! W Bethel Rd FIBER TO BE PLACED 3� � AVC 1 IN NEW 4-INCH PVC 1 ■ 1 ) 1 0 E > E ■ �v a +-� ■ 0 1 ,57< Burns St Ai �1 ® ■� L u- $! } I Ic 00 feet C '00 rr --- - Southwest-em Blvd- -_ _- - Q 2011 I. licrosofjCCorpora�n ; r 010OTl�V Q V 4'1 t C u Brack St MH 95 • i ■ i FIBER PLACED IN EXISTING CONDUIT W Bethel Rd r -- - - - - -- . �I.tttttt..tttttt . ■• ■•••••••- .------------ - -` - -! W Bethel Rd FIBER TO BE PLACED 3� � AVC 1 IN NEW 4-INCH PVC 1 ■ 1 ) 1 0 E > E ■ �v a +-� ■ 0 1 ,57< Burns St Ai �1 ® ■� L u- $! } I Ic 00 feet C '00 rr --- - Southwest-em Blvd- -_ _- - Q 2011 I. licrosofjCCorpora�n ; r 010OTl�V Q