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ST1002-PT120105A copy of the approved permit must be on the job site at all times. CC: Applicant Public Works Permit File Orig. to Project File T H E • G 1 T Y • O F COPPELL * A -- 4h ' *' A# T SB p Page 1 of 4 Rev. 11 12-13-1 1 A09:57 RCV, A PPOR RIGHT -OF -WAY USE PERMIT APPLICATION Permit valid for 90 calendar days from date of approval ermit application to the Engineering Dept., Town Center, 255 Par Blvd. Date of Submittal 12 - 13 - 2011 Applicant's Job # / Work Order # 3FOAOGF PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise /ROW Use Agreement) Refer Refer to the City of Coppell Ordinance No. 2001 -944. Certificated Telecom Provider: Y) N Plans provided and approved �� (Erosion Control /safety fences must be installed prior to beginning work) Project Name / Location: NEW FIBER PLACEMENT ALONG BETHEL RD AND FREEPORT PKWY General Contractor: HOUSLEY COMMUNICATIONS Contact # 214- 532 -5090 Permit issued to Company / Representative: VERIZON / GREGORY MICK Address: 2094 McGEE LN. LEWISVILLE, TX 75077 Telephone #: 972- 318 -5277 Emergency Telephone # : 214- 629 -3501 Utility Company Represented: ❑ Oncor Electric Delivery Time Warner Cable ❑ Atmos Energy ❑ CoSery Electric /Gas 0 Verizon ❑ Other _ General Description of Work (provide four [4] sets of plans): In accordance with Ord. No. 2001 - 944. V ERIZON PROPOSES TO PLACE A NEW FIBER IN 1.25 -IN. HDPE CONDUIT ALONG SOUTH SIDE OF W. BETHEL RD T HEN ALONG EAST SIDE OF FREEPORT PKWY TO 850 FREEPORT PKWY. FIBER PLACEMENT WILL BE AT 3 FEET INSIDE RIGHT -OF -WAY AND 36 INCHES DEEP. Estimated Start Date 12 -27 -2011 Estimated Completion Date* 01 -27 -2012 * Completion requires submittal of Completion Verification Notice (see page 4) ➢ Was contact made with City and /or utility companies to locate existing utilities? if NO, Reason: YES NO ❑ ➢ Is removal of existing streets, alleys, or sidewalks necessary? YES ❑ NO 0 if YES, must have City inspection prior to concrete replacement ❑ SBC/ AT &T Right -of -Way Use Permit Application Page 2 of 4 Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which includes but is not limited to: Erosion Control Ordinance, compaction requirements (density tests may be required at the applicants expense) and barricading according to the Texas Manual on Uniform Traffic Control Devices. Area(s) affected must be restored to as good condition as before the commencement of work (grading, drainage, vegetation, and erosion control). To schedule Public Works final inspection (Page 4) call 972 - 462 -5155. ➢ Any excavation requiring closing of a street /alley must be reported prior to closing to the following: Police Department @ 972 - 3043600 Fire Department @ 972 - 304 -3500 Street Department @ 972 -462 -5150 Engineering Department @ 972 - 304 -3679 ➢ Attach barricade plan / trench safety plan if a lane or street closure is required. NOTE. Street closures are allowed from 9.00 a. m. until 3:00 p.m. ONLY unless otherwise approved by City Engineer. ➢ Attach Work Order (franchise only) and /or 4 sets of prints showing proposed work. Contacts must be made to locate existing utilities 48 hours prior to beginning work. (Application with original signatures should be submitted to the Engineering Department before approval.) Signatur6of Vility Company Representative 1. ignature of ontractor presentative ignature of City Representative ➢ Comments: Cao t' ar, l q rinted Name c Pr' ted Naide ) 9 /1 "� Printed Name Date - J/� - / Z Date 12 Date 41 �-I d Ve ( lG f- r e- -- 7 ?d ➢ NOTE: Notify City Inspector at 972 - 304 -3679 prior to beginning work and prior to backfill for concrete, trench, ditch and open pit inspections. Backfill must meet all construction standards approved by the City of Coppell. Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim, demand or cause of action that may be made or come against it by reason of or if any way arising out of the closure, blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City, if such permit is granted. 41 CL Q O V c O Ln V a� McNear Dr c N C J Cozby Ave Ln Brooks Ln Dillard Ln - -- Hunter Wood Park Hearthstone !n Ln o C S 0 V Brock St ,r V V1 (V ► MGM FIBER PLACED 1 I ZQC rr 4-+ ZC t04M� .V7EQ IN EXISTING CONDUIT 0 o W Bethel Rd �--- - - - -"' �_._._._._.—•—•— .— .— ■— •— •- ■�.------------ - - - - -! W Bethel 1 FIBER TO BE PLACED Ln Ber150o Ave- ■ IN NEW 4 -INCH PVC dun CL 1 .� 0 1 CC } E d ■ a. o 0 v� �■ V c of Q- Burns St X LL N V) E00 fewj southwestern 81vc� 2011 111icrescf#JC'cr - - ca IQ 1 IAAA D1: —La r% -- t - - -1 a •J- 1. — n.- 1 I ZQC rr 4-+ ZC t04M� .V7EQ Dale: Jun 08, 2007 - 8:51am User: drp File: N: ii Drawings CV- TRT- PP- PAVE05.dwg 1 BLOCK 1 OLD COPPELL I IIW I II 1 BLOCK 2 OLD COPPELL 6 BLOCK 7 BLOCK 2 OLD COPPELL ESTATES VOD.R.p020, PG. 2043, 1 I ESTATES VOL. 9 020, PG. 2043, I ESTATES VOD.R.p020, PG. 2043. IO ESTATES . 96020, PG. 2043, D.R.D.C.T. 339 HUNTERWOOD 7- ° W 373 HEARTHSTONE LANE H W II SAWCUT & MATCH 370 HEARTHSTONE LANE I v N II Z I EX. PAVEMENT I 343 HUNTERWOOD I I N W �� REMOVE AND REINSTALL BRICK / PAVER RAMPS AND CROSSWALK / I II tl 1 I N I 4 � 5 w 1 i g N = 7,03A I z g 4$ O ffi.-Vzp CURVE III TA D= 2 4411 = L T C �L� E= 2,427,464'59 I t ' ' " 40 - ;z O AFIG REMOVE 12" RCP R= 660.00' AND HEADWALLS l 1 \ ADJUST EXISTING MANHOLES TO I 0 0 20 0 �>? � L =33.18 1 PROPOSED GRADE. I I SCALE IN FEET T =16.59 I I O z ca wt LOT - -- - - - -� -- - - - --- - - - - - - - - - -- C _I -2 I O - - _ - - - - - - - , - - LO T C-,,' - - - - - - - - - LOT t2 26'R 25W 01 ! §§ . 22 +00 ,�T �,�� 24 +00 / +00 m 23 ADJUST VALVE 25 BETHEL ROAD N894752 "E m 261 la- . 2 He N ea94 r _ , _ W r ' N W - - d. I L u = W -- - �1 N Z _ - - W V 2 � W U Z REMOVE TREES L Q 7 LI NE � _g J VERIZON 4 -IN PVC INSTALL NEW 3 STRAND BARBED I2 JOR (TYP) REMOVE TREES REMOVE TREES WIRE FENCE BEHIND PROPOSED DAYLI „+ REMOVE 12 RCP SIDEWALK ys NOTE: TO PROTECT WALLS, TREE$ BENCHMARKS D x ~� 1. CONTRACTOR AND IRRIGA RON AT OLD COPPELL B. M. 2 BOX CUT ON TOP OF EAST CURB OF 0 �w LANDSCAPING ESTATES SUBDIVISION. DAMAGED LANDSCAPING HEARTHSTONE LANE APPROXIMATELY I— 0 CAUTION. ".! SHALL BE RESTORED TO PRECONSTRUCRON 50 FEET N EXISTING UNDERGROUND UTILITIES CONDIRONS (SEE SHEET A -3) INIERSEC�ON OF B£THEROAD AND HEARTHSTONE LANE. Z CO 1 IN AREA CONTACT UTILITIES 48 HOURS PRIOR TO CONSTRUCTION 2. SIDEWALK ON CITY PARK SHALL BE LOCATED IN ELEVATION = 504.59 N CITY OF 'COPPELL, SW BELL: 1 -800- 395 -0440 FIELD TO AVOID TREES PER DIRECTION OF CITY BENCHMARKS x W w J p CONTROL POINTS TEXAS 9008 PARK TXU ELECTRIC: 1- 800 - 242 -911 GAS: 1- 800 -344 -8377 ENGINEER B. M. 3 BOX CUT ON TOP OF NEST CURB AT [Y O Q PT STATION OFFSET NORTHING EASTING DESCRIPTION VOL. 99203, PG. 3079, D.R.D.C.T. J. BRICK PAVERS AT HEARTHSTONE LANE SHALL BE IHE END OF CURB PARKING LOT FOR SCALE: _j a U) 60 22 +84.18 57.71' LT 7,033,581.86 2,427,437.74 END CONC REINSTALLED PfR CITY DETAILS DAMAGED BRICK WATER DEPARTMENT LOCATED AT 408 W. BEIHEL ROAD. , HORIZ: 1 " =20 w IL Q ' fY Ad PAVERS SHALT BE REPLACED AT NO SfPfRATf COST TO CITY. ELEVABON = 514.79 VERT 1� =4� 0 O Z O _J gW~ LL J J a = - - -- W z W� 515 -- -- - EXISTING GROUNB - 0 5.15 L O L V D_ �T N O LEFT ROW _X150 II n _ 0-50% "V — 510 +N gN 10 o — -—, _ —_ cn -- w - - 51 0 J to N to "/ n POINT STA = 22 +81.34 + PROPOSED LEFT T - W _ - .41 X —� 6 w to W �;; STA = 23 +18.08 N , n I A.D. = -2.30 tii EX. 16° RCCP WA; R 0 W 505 0 505 m cow POINT ELEV = 512 14 ~ LOW 'POINT ST = +75 N PVT STA = 21 +75 N o m v N ° PN ELEV = 512.07 N A.D. = 1.00 h M 7 n M a 2 rn u� � N N K= 50.00 N N N N N ° O p °8 Q ~ 500 q z w w a 500 VI N In Ln - _ N In U! N N to n N ° Ln `n u a W W — - - - - - - -- Z J = VERIZON 44N. C Lo co J � 515 U PRnPOSfD roc + 06 I v 1 515 _° EXIST G GROUND ® RIGHT ROW - - N H _ EXISTING GRO ND ® RIGHT BOC -_ � 0. 510 + - _... _ _ o N -- -- -18 --- _ �, __ _ . _ . - - o I } (�j - N �- r -« V- 5 12.54 _ _ _____- •'�..� ����___ -- -- _.. Hl _22 8134 PO STA /N _+. - rnL Gi w - cii U w - -- - -. -- STA _ +18.08 M N N ,- U - - - - _ AA = 2'317 - 6 CX. 16 RCCP WATER 505 -- _ - - 505 cow PolNr EcE►� = 512 u - - -- -- - - : - -- .... - saw cow POINT STA = 21 +75 - _ PN STA - 21+75 -- - -- - - -- - - - - PN ELEV = 512.07 Ij 04 AD. = 1.00 v -- v N n N m n v N rn - _ �o 9 V-5 5OO • N K - 50.0'0 N - N N N N N Q O O O r- 500 n n n v1 v> n a n v1 �n N P 22 +00 23 +00 24 +00 25 +00 26 +00 IW% SUBMI rAL 5E0 19 of 138 Dale: Jun 08, 2007 - 8:51am User: drp File: N: ii Drawings CV- TRT- PP- PAVE05.dwg BENCHMARKS 1 B.M. •J BOX CUT ON 70P OF WEST CURB AT q STOTT JOY I 196= LARRY J. JOY E. ONSTOTT ROY DELBERT ONSTOTT, COLLEEN M. DURKIN S4WCUT TT ROTHENBRG- VICKIE L. = V.99166, P.3003 and, JOY E. ONSTOTT � TO CABLEVISION - V.90086,P.492 I $ OF TEXAS, INC. THE END OF CURB PARKING LOT FOR I I I" � � AND MATCH W R. D.C.T. ROTHENBERG 420 BETHEL v.95073, P.51 h POWER POLE 412 BETHEL o�',I V.2 I o WATER DEPARIMfNT LOCATED A 408 W. BETHEL ROAD. V.84010, .4637, D_R.DIC.T. `� I 416 BETHEL o+, TO BE REMOVED EXISTING +' 4p8 BETHEL P h BY OTHERS 9ENCHMARK 13 Ri v I N ff w� ELEVATION = 514.79 m li ° CURVF DATA N= 7,033,600.19 Q `� ADJUST fXISTWG `D o AiUWADLtS TO ti L-- POWER POLE TO BE I w I /$ I - I �, i Z b W 4 - d= 2'3600" E- 2,427,228.96 CURVE" DATA � E g PROPOSED GIdAOE ^ - REMOVED BY OTHERS DAYLIGHT LINE o W R -- LR= 660.00' d - 2 5250' cl s € � R PRO W L- 19.95' I R= 660.00' "Ur PROPoSED ROW PROP. ROW e - B0R RELOCATE WU 1 Q �ga� TO BE T =14.98 C= J3.18' I 0 10' 20' 40' o 8 N REMOLD BY OTHERS I I y I - gg r T -16.59 I SCALE IN FEET - - REMOVE RCP l REL 1£ 8 ACE 9 - - 7 . / - - - - - 1- 0 AVANT VAt ( / 4 09 p - - +In aS - . I t0 M + - - 10' IYP.�I - - - - - � - r - 3 N t I � - t7 +oo r` ` + Nags te•w $ �+ vLTHEL RO - RELOCATE MB �+oo vg s i - ft59'03'00 ° E - - - - - - N8T19'18'W E g 1 +00 Q Q - - RELOCATE - - - - _ - - - - - - - - - 1- F. R R o H N 2-W �_ ADJUST m - N W ,o�� REMOVE EXISTING L�J (n� - a - 6, SI K W • 41 p N^ W - -�l�La ry � -�.II �� � �� ��� �� -- -- - - � A �4- - - - W �'' I CON7ROt POINT to V W J _ W U \ N= 7,033507.26 I REMOVE 12' RCP I-• V) Z N Q g - I li PROPOSED ROW E= 2,426,990.60 V E R I ZO N AND CABLE 1 o 19 1 PROP ROW \ I � BOX TO BE POWER POLE TO BE 1 � • 1 + 4 -I N RELOCATED REMOVED BY OTHERS SIDEWALK ON CITY PARK U it b 1 I RELOCATE FIRE HYDRANT 'p C - -,� BY OTHERS 1 { GAS METER TO BE S I JI PVC 1 SHALL BE LOCATED IN I RELOCATED BY OTHERS y vi BARRIER FREE W POWER POLE TO BE I CONTROL POINTS FIELD TO AVOID TREES F_ 0 h I I S m c+ PT STATION OFFSET NORTHING EASTING DESCRIPTION PER DIRECTION OF CITY Lc) 1 DA YLIGHT LINE RAMP 17 +06.40 13.50 I a REMOVED BY OTHERS 'N 2,4 2.61 RT 1 I ' 7,033,518.32 3 R PC ENGINEER d j5, 41 17+19.18 31.00` RT 7,033,501.00 2,426,873.69 PARKING CORNER Z + 1 1" __ I 0 I S1<E SHLrT TN -1 FOR BETHEL RD./ 42 17+60.66 30.50' RT 7,033,502.19 2,426,915.15 PARKING CORNER Q (( i ° U CWML RD./AlITLMU ST. INIERSEC17ON PLAN 43 17 +56.16 13.50' RT 7,033,519.1 1 2,426,910.37 3'R PT () w N CAUTION... JALAL KHORAMI 44 18 +32.50 82.23' RT 7,033,451.13 2,426,986.36 END SIDEWALK x W J WHEELICE H. WILSON, and wife, 45 18+38.67 13.50' LT 7,033,546.85 2,426,992.66 3'R PC F-- E O Q Q 9 V.95082 P.267 RUBY N. WILSON, 46 18 +34.03 30.50' LT 7,033,563.86 2,426,988.04 PARKING CORNER F - EXISTING UNDERGROUND UTILITIES D.R.D.C.T. ` I VOL. 2845, PG. 193 47 19 +17.23 30.50' LT 7,033,563.75 2,427,071,25 PARKING CORNER D_ (n IN AREA. CONTACT UTILITIES 48 701 COPPELL - SCALE: w HOURS PRIOR TO CONSTRUCTION I 417 BETHEL 49 20+18.56 13.50' LT 7 033,543.79 2,427,66.80 3'R PC HORIZ: 1" 20 0- SW BELL: 1 -800- 395 -0440 I TXU ELECTRIC: 1 -800- 242 -911 50 20 +06.92 30.50' LT 7,033,560.99 2,427,162.26 PARKING CORNER VERT 1 " =4 O z _j ' � GAS: I- 800 - 344 -2377 51 20 +48.52 30.51' LT 7,033,559.05 2,427,203.82 PARKING CORNER J 5 W - 52 20 +61.25 13.50' LT 7 033,541.47 2,427,215.74 3'R PT IL 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 W 1.. - EXISTING GROUND O LEFT ROW ¢ m + 515 f EXISTING GRDU D 0 LEFT BOC 515 O d CD - -- -- • - - - _- - - - - - -- - - - -- - 510 � 510 M - M - w m 'o - - + ,.1 HIGH POINT E = 513.12 +_ _ rf>� - -- - - - -- Ln L I _ _ - HIGH P OINT S = 19 +52.72 +?' - O LOW POINT ELEV = 5 34 - y w PVT ELEV - 513.20 W f 16" RCCP WATE Lij 505 LOW NT STA = 16 +47.78 K - 5 05 + 1 - to - _ - - { - A �� < -- - - AD. - i A9.46 - - _. - - - N a a N o in -- K = 55.56 _- __ •' ill I M N -- N N !� O O O Q LO I. 6000' V� o M ro - rn o o 1 1 N N N N 1q Mf.___ M 500 N N (i1 N ul N to LO N N rn N . ( j 500 S v o u a m W �- - - -_ - - - -- - ... 515 V ....... -- EX CACNIND a RfCHT ROW EIYISTINC G ROUND O RjG BOC - -- - - -- - V 515 - c - - - -- o � � ..- . - _.� . 896 ✓ � . - . - . - . . - . - . L o O N - 510 51 0 $ SED RK711 10C , _ _ - - - � c o _____ -__ HIGH POI NTS 1 _ _ - -- _ _ _ c` „j HIGH POINT E EV = 513.12 + a - - -- - - Im �, _ _ p +5222 rn - VERIZON 4 -I PVC LOW POINT ELEV = 51 . __ _ _ .- --_._ _--_ __- _-- - - -- -. -- tii w PN EL 513.20 iii - fX, 16" RCCP WArE m °vw 505 Low /Nr STA = r6 +47.7e K - 505 w� w sr = -- VI ELEV = 511.46 ` AD. = 1.08 - t - K = 55.56 - -- - -- - - - -- n 60.00' VC - - + + " l l _ -_ a o C1 1 o cl o N N N N M M nl N N N -.I _...N 500 SHEET 500 N N - Ln In Ln d) 7 PV -4 17 +00 18 +00 19 +00 20 +00 21+00 90w aLP SIM'1 1AL sEO 18 of 138 Dote: Jun 08, 2007 - 8:51om User: drp File: N: 1( Drawings CV- TRT- PP- PAVE04.dwg i 1 1 1 , EM ! I I i e ,�� = ,T. -_ - -��� .., 1•,•1 1'Lly •. .. • �•- ll,l,,t , • • v Y.. - t�llil •ter.. 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Wool fr SAWCUT AND ATCH f f CC# 20080342388 EXISTING PAVEMENT I D.R.D.c.T, CONSTRUCT CARY CARTER I CONCRETE HEAbER V.200314B, P.9904 w D.R.D.C. I. .- RELO09E MAILBOX ' REMOVE EXISTING INLET AND 36" CUP \` 1N POWER POLE TO BE REMOVE 36" CUP ^ REMOVED BY OTHERS O EX ROW PROPOSED ROM" O ` REMOVE 36" CUP + 8' OL I (0 WM '� 1 4ulii TEL PH a D.R.D.C.T. 6Cj 20080248611 W REMOVE 48" RCP PT T g BRICK WALL TO I BE REMOVED f ti = U I DAYLIGHT LINE o - REM VE & RELOCATE h - Z Q - z� � 1✓7 30.71 LT I T 2,426,137.25 BEGIN GATEWAY RAIL 12 9+83.53 "2- 0 - - 7.033,489.80 LLI BEGIN GATEWAY RAIL 13 CO RAIyyS ST RMI= so5.3o 2,506,265.12 END GATEWAY RAIL Lei = Z 89'40' 'E I o END GATEWAY RAIL Z ELEPHONE H£RS�ATED 9 +94.95 DT -3 TXDbT LOI 2.508.229.19 G 22' NACNBERRY/ - g 411 i T{ACKT3E 40' — 2X8 HACK RRY/ V) J Q i REMOVE o • EXISTING + TREE N- 3" SCH 40 U 55 5S q — 55 C( IDUIT Y SS W I REMOVE IS' RCPCO'o�C LLJ cu Y K WALL ` ■ ■I /I $ ■III 1` 2 ■ a v � ■ m BE REMOVED o ■ z PE�C�Ia %----------- - - - - --� " \ p V -�-c$ 1751■■■I■II'►JIII Q ^ cv \ ■111■■I� ■ REMOVE EXISTING ■ ■ ■■ PAVEMENT (TYPICAL) ■ ■■ VERIZON OVED BY OTHERS ■ ■VI 4 -INCH LaAYLICIIr LINE ■ ■� ■li ■III PVC EL ■I ■ ■ BENCHMARKS ■ ■ B.M. 5 BOX CUT ON TOP OF MEDIAN CURB 0 to ■ ■■ NOSE AT THE INTERSECTION OF � ■ ■�11■ BETHEL ROAD, AND FREEPORT ■III ■II ■III PARKWAY APPROXIMATELY 30 FEET + ■ ■ W NORTH OF CENTERLINE INTERSECTION ■ ■ ■ ■ ELEVATION - 515.19 I 510 505 500 s 5 5M SM 495 4y' 510 a� a �r 1%f 505 ut ` ZO O I 500 Al4ILBOX 10'R (TYP.) ASPHALT RRE Th G 14 NCKBERRY /35' ADJUST EX/ST U WHOLE TO I PROP GRADE ^I A STA 7 +68.83. 22 +43' RT Q 1, TYPE A PULL BOx - , EXISTING UNDERGROUND UTILITIES IN AREA CONTACT UTILITIES 48 HOURS PRIOR TO CONSTRUCTION TIME WARNER GABLE: 214- 320 -54. 11 VERISON : 972- 578 -J354 ONCOR 214 -486 -4145 ArMOS: 972- 133 -2536 mmm IT�� VICTOR RODRICUEZ CCj 20070210278 7.W s. ' rc �.w 10' RECESSED INLET X Q Q TOI- 509.95 LJ Z a STA 10+91.25. 23 +68'RT SCALE: Q d (/) TYPE A PULLBOX HORIZ:1 " -20' w a J VERT 1 " =4' a o w L Z Q od O D.R.D.C.T. 6Cj 20080248611 W REMOVE 48" RCP PT I STATION I g BRICK WALL TO I BE REMOVED f ti = U I DAYLIGHT LINE 8+32.53 REM VE & RELOCATE h - Z Q O FIRE HYDRANT 11 T e' MULBERRY /50• ~� 30.71 LT I T 2,426,137.25 BEGIN GATEWAY RAIL 12 9+83.53 "2- 0 - - 7.033,489.80 FLZ 5C2. BEGIN GATEWAY RAIL 13 CO RAIyyS ST RMI= so5.3o 2,506,265.12 END GATEWAY RAIL Lei 10 +30,86 MANHOLE NO! 7,004,638.61 o END GATEWAY RAIL Z ELEPHONE H£RS�ATED 9 +94.95 DT -3 TXDbT MODIFIED AIL RAC -R 2.508.229.19 G 22' NACNBERRY/ - g 411 i T{ACKT3E 40' V) 2X8 HACK RRY/ ' Q i REMOVE o • EXISTING + TREE N- STA 9 +00, 15.50' RT REMOVE 10' RECESSED INLE EXIg11 KRERI EXISTING ROW TE11 -50Q 11 TRFFS . O7 7.W s. ' rc �.w 10' RECESSED INLET X Q Q TOI- 509.95 LJ Z a STA 10+91.25. 23 +68'RT SCALE: Q d (/) TYPE A PULLBOX HORIZ:1 " -20' w a J VERT 1 " =4' a o w L Z Q od O 6Cj 20080248611 L D.R.D.C.T. PT I STATION I OFFSET I D.R.O.C.T. ti 10 8+32.53 39.04' LT - Z Q 2.425,986.15 END CONC 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 CO RAIyyS ST GATEWAY SHEET 2,506,265.12 END GATEWAY RAIL Lei 10 +30,86 31.96' RT 7,004,638.61 g'LiSB� END GATEWAY RAIL 15 9 +94.95 DT -3 TXDbT MODIFIED AIL RAC -R 2.508.229.19 I � I 1 g 411 i V) ' �5 0 N y i o= V Pp r a I REMOVE IS' RCPCO'o�C o sgls Ra cu Y K WALL ` ■ ■I /I $ ■III 1` 2 ■ a v � ■ m BE REMOVED o ■ z PE�C�Ia ■■ " p V -�-c$ 1751■■■I■II'►JIII Q ^ D ER POLE TO BE ■111■■I� ■ ■ ■ ■ ■■ ■ ■■ OVED BY OTHERS ■ ■VI ■ ■ ■� ■li ■III ■111 EL ■I ■ ■ ■ ■ ■ \`\T 0 to ■ ■■ � ■ ■�11■ ■III ■II ■III ■111 + ■ ■ W ■ ■ ■ ■ ■ ■■ LINf PER r N ■111 ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■■ T T T fi -508.{ 1 - a s W� •sR_ bu Y. AL 1 509.9. 28 ' L J L-i W " of _ - Z= 1 ur 5oo. RELOGITE 94&80X V) s = -55 SS SS SS - S = W Ro ° e 5 G �' V W N Li -_ -- -- -- - -- -- - - - - - -- -- - - s - - - - - - - 2X6' (DERRY/ {L _J E 1-. N O v 12 14 12' tk"RERRY /3o' ?cv/z W Z W ADJUST EX WATER V = L11 a O TO PROPOSED G H O 0 10' 20' 40' LJ W + STA 10+67 15 50'RT SCALE IN FEET V) Z 7.W s. ' rc �.w 10' RECESSED INLET X Q Q TOI- 509.95 LJ Z a STA 10+91.25. 23 +68'RT SCALE: Q d (/) TYPE A PULLBOX HORIZ:1 " -20' w a J VERT 1 " =4' a o w L Z Q od O CONTROL POINTS PT I STATION I OFFSET NORTHING I EASTING IDESCRIPTION 10 8+32.53 39.04' LT 7.033,558.64 2.425,986.15 END CONC 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 7,004,700.60 2,506,265.12 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 7,004.670.58 2.508.229.19 BEGIN STAMPED CONC 7.W s. ' rc �.w 10' RECESSED INLET X Q Q TOI- 509.95 LJ Z a STA 10+91.25. 23 +68'RT SCALE: Q d (/) TYPE A PULLBOX HORIZ:1 " -20' w a J VERT 1 " =4' a o w L Z Q od O 500 495 �N � P 6 +00 - 9:07am User. oai 7 ±00 E 9 +00 10 +00 495 sIiEET PV -15 11 +00 90% SUBMITTAL SEQ 28 OF 132 EN ■ ■l ■ ■I /I ■III ■III ■1!! ■ ■I � ■ ■ ■ ■ ■ ■ ■■ ■■■ 1751■■■I■II'►JIII ■111■■I� ■ ■ ■ ■ ■■ ■ ■■ � ■ ■VI ■ ■ ■� ■li ■III ■111 ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■■ � ■ ■�11■ ■III ■II ■III ■111 ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■111 ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■■ • ■■��lall■II■III of ■����� ■ ■ ■ ■�i_ . ■ ■ ■�� ■■ , 1,1,1 . . ■ ■ ■ ■ ■ ■I�III =III ■111 ■ ■I ■ ■ ■ ■ ■�� ■ ■■ � 500 495 �N � P 6 +00 - 9:07am User. oai 7 ±00 E 9 +00 10 +00 495 sIiEET PV -15 11 +00 90% SUBMITTAL SEQ 28 OF 132 ❑ LOT 1, BLOCK A DUKE- FREEPORT ADDITION mwr� ❑ (VOL. 2001065, PG. 37) • vArtalo+i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (PO- 186R2 -LI)_ �.1 — - -- W_.. d e — 18" WATER' T7 V. •M -- Fr - - - 1/r -- BE THEL ROAD _._ ..__ — __. ®— :....� ==coy= - -,ate =� _... ;�- .....� — • 8 ""r9S118' Aw i� ^ --612 -..� \ _ � � r •� - 87.0 I i - 36 . OAP Ft- 501.9: 7! I� ' N 13'd5 .--• ...1_ - �� �.. ND t N PDR r� „ A REFERENCE BE bore location 1 • 1 �J ' � DETENnoN� I iz v on rc I i! _ IRRIGATION CONTROL VALVE bo e 2 a Y - - - - -- water 10 CLEANOUT ' * f PCONCPENT MANHOLE W f I pp``pp�.KK.�EE TRAFFIC SIGNAL CONTROL -� '�- ■'} W ""r9S118' Aw i� ^ --612 -..� \ _ � � r •� - 87.0 I i - 36 . OAP Ft- 501.9: 7! I� 8" wat s .--• ...1_ - �� �.. ND t N PDR r� „ A REFERENCE BE bore location 1 • 1 �J 10" SAN SEW ,' I iz v on 6" SAN. SEW. I ""r9S118' Aw i� ^ --612 -..� \ _ � � r •� - 87.0 I i - 36 . OAP Ft- 501.9: 7! I� - .--• ...1_ - �� �.. `�'; - - -_ - • -__ - -_ REFERENCE BE bore location 1 pTENT OF FUTURE R VT PYMT 10" SAN SEW ,' I iz v on 6" SAN. SEW. I ��DMEODICATON AR (11,178 SF) _ IRRIGATION CONTROL VALVE bo e 2 S 89`01'01' E 23!.01' Y - - - - -- r m CLEANOUT / * f 'rw I MANHOLE TRAFFIC SIGNAL CONTROL -� acr 6' X 1C B0'I aLWRr T ""r9S118' Aw i� ^ --612 -..� \ _ � � r •� - 87.0 I i - 36 . OAP Ft- 501.9: 7! 9 - 1 { I I - - - -- � i %I • ,}�_.._. \ e.w-^' r � _509'x'."'{_` _ ^` 104 k w d ZONE N X" « PROPO W DUUM STER — — 28 0.00' 1 ' ..�.,Y ' ■r � 0 �f ' ./ \� I i FY's ! ^ ^.+ �._.� _._.. _ _ � � — ..�.� — — — — -- - _. ��_ .--_ I� - 50,Lw ELECTRIC I METER `�'; POMER POLE LIGHT STANDARD 21 0' I — — ,' I iz v on rv� I t' _ HARD 8 BBQ IRRIGATION CONTROL VALVE bo e 2 A Y - - - - -- rR 9 - 1 { I I - - - -- � i %I • ,}�_.._. \ e.w-^' r � _509'x'."'{_` _ ^` 104 k w d ZONE N X" « PROPO W DUUM STER — — 28 0.00' 1 ' ..�.,Y ' ■r � 0 �f ' ./ \� I i FY's ! ^ ^.+ �._.� _._.. _ _ � � — ..�.� — — — — -- - _. ��_ .--_ bore location 1 N --110- W Bethel Oft 1 4'x10' box culverts- - Verizon 4 -in. bore J 2 6 bore location 2 1 N 7R Freeport Pkwy 10 t5'Sm NVM t.' Verizon 4 -inch bore 2n (t 0 10 20 b 80 ^.1 GRAPHIC SCALE IN FEET I : \� I I� r dO 50,Lw ELECTRIC I METER POMER POLE LIGHT STANDARD -- 607_..- _ - .- .-- .... -•, iz v on rv� WATER VALbL I _ kv� IRRIGATION CONTROL VALVE bo e 2 fRO• _ � — — ----- - - - - -- - 6,2 --•_.- -- m CLEANOUT / * f 'rw I MANHOLE TRAFFIC SIGNAL CONTROL -� acr 6' X 1C B0'I aLWRr T TRAFFIC SIGNAL POLE COPPELL COMMERCE CENTER CoHm W m FL�506.1 R' '� i I PHASE 1 REPLAT 1° ' D RAINAGE EASEMENT ND URU 200071 1Y q-4 ' I PK NAIL SET P PACHECO KOCH 60' DRAINAGE AND URUTY EASEMENT VOL. 2001108, PG. 706 (VOL 06, PG. 706) , I WASHER SET /2 INCH IRON ROD W/ PACHECO KOCH CAP SET (C.M.) CONTROLLING MONUMENT PROPOSED VERIZON FIBER PROPERTY UNE bore location 1 N --110- W Bethel Oft 1 4'x10' box culverts- - Verizon 4 -in. bore J 2 6 bore location 2 1 N 7R Freeport Pkwy 10 t5'Sm NVM t.' Verizon 4 -inch bore 2n (t 0 10 20 b 80 ^.1 GRAPHIC SCALE IN FEET I : \� I I� r dO 50,Lw ELECTRIC I METER POMER POLE LIGHT STANDARD WATER METER rv� WATER VALbL I kv� IRRIGATION CONTROL VALVE I I I fRO• FIRE HYDRANT m CLEANOUT / * f .0 MANHOLE TRAFFIC SIGNAL CONTROL -� T TRAFFIC SIGNAL POLE lslF TELEPHONE BOX FLOOD LIGHT TRAFFIC SIGN q-4 PK NAIL SET P PACHECO KOCH �- IRS WASHER SET /2 INCH IRON ROD W/ PACHECO KOCH CAP SET (C.M.) CONTROLLING MONUMENT PROPERTY UNE FENCE —6 - W U DERGAD ROU ND WATER UNDERGND WAER UNE UNDERGROUND ELECTRIC LINE (R) -- C UNOEPGRWND TELEPHWE LINE UNDERGROUND CABLE LINE i - SS- - UNDERGROUND SANITARY SEWER LINE V- - -_ • `— - E%ISTNG CONTOUR ZONE "AM ■ z N W O! LIMIT OF 100 YR FLOODPLAIN - SoT u ! RECORD DRAWING THIS DRAWING HAS BEEN REVISED TO REFLECT CONSTRUCTION RECORDS MAINTAINED AND PROVIDED BY THE CITY FOR DEVELOPER: CITY OF COPPELL 266 PARKWAY BLVD COPPELL, T% 75019 (972) 301 -3679 ISSUE DATE: 09/18 /2007 AV I AfW Pa*l *ao Koah Consulting Engineers 9;180 N. CENTRAL E %PWY, SUITE 1000 DALLAS. TK, 15705 972.i3.8,.iD31 SiVEP C17 r--,rAS nFsiaw OR4w# OAm SCAL@ I A07rs I mLe RO. CAJ CAJ 2005 1• =20' C1.1 VICiN/TY MAP (NOT TO SCALE) E_ � � 1 1--Z r-i E N 0 2 4 8 12 GRAPHIC SCALE IN FEET COPPELL TH BOLLARD do ELECTRIC METER POWER POLE �. LIGHT STANDARD o TH r0n+ !• r/. n CV DgL CDUN MAPS LAS CD H D - FIRE HYDRANT CQ CLEANOUT MR® Is T - TRAFFIC SIGNAL CONTROL �'. TRAFFIC SIGNAL POLE - TELEPHONE BOX yr. FLOOD UGRT TRAFFIC SIGN PK NAIL SET ?K NAIL W/ PACHECO KOCH' WASHER SET $-INCH IRON ROD IRS W /'PACHECO KOCH' CAP SET (FYJ CONTROLUNG MONUMENT �- PROPERTY ONE —t— FENCE —oA— OVERHEAD UDUTY LINE 515 510 505 PROPOSED 9W -__ - -- ___._.—. - -__ NO ___.— Br o - -- .- _ - - _ sffi __ - -- i /NOPOSfD s INLET •._ - -� - - - - - -- t .-- ._._ -.'^ -- --- E-' -- -- -- - �-- --- - sr =moose- -- - -- - - - -- - -- - --I- _ - -�-- �- ° -- - -__ -�- =- - --- - - - - - -- -•- - _ _._. - -- - - _ - _ - --- - -- 510 505 - -- -- _ — -- {- _— _ - - --� FL- -- - - — —? l7'tTE 500 -_-_ ._ L4 -- -- -- - -' - -- --- --- - - -' -- -f . -- - - '-- - - - - - -.. - -- -- _..- 7.2 L E SiSNII_. _ p�Altl - . . _- - -- , - -- w _ - -- -- - - - _-_ 500 _ - -- 515 __— —"-_ __.______.___ __ - _ .� .. _.. _. .._.. ._.__..._.... _ �5 - 515 510 - c>asnrrs - ui - - -- - - - - -�- - - - -- Y/20 v 0.17 -- WV:Ol3 -_ _ st: _mz - -- -- GROUND ----------- �_ - - .. _ - - OROtAW - - -_ .._ -__ _ ------ _.+ - -_ -_ _ _._- +.____ -__ _. -___ 510 505 - -- - -t_._ -_ _. --- --- .- -- -y-- ---- - - -___ _- ._._.__ _..- -- 505 x-- .-- -_ -_ -- --- --_ --- _ _ 500 .=; - -500 -- _._______ - - - - -- _ _ - - -__ - - - -- -- ---- - - - - -- -- - - -- -- - - - - -- ) L - -- - - - -- - I -- •-- - -- -•- -- -------- ._ 515 �- - -_ -- ___ -- i .. r _..- - .EXIST ASPHALT PA I - -- •- - -__ ___ __,_._.__. _ .- .._._.._ ...._. _. __ . _. _- • -____- s,r�aLxEO_ --- .._. _.- -- -_ -_ -- - -___._ _ _.__ _ _ _ __ -__N_. - 1 __. ARS - --�- ___ 510 - - -- --�- ONNEC -- S�Mr: _. -___ -_ -___.— VE _ - - -- - -..-.- --- - - - --- - - -- -- - - - -- -- -- - -.__- - -- ON TO _ a-MH.'to_ 505 _- BORE MI IN OD. -, _ - -- Lin - Ewa I SO: - - -- - -- -- - - -- - _ -. - -_- — . .� -_ -_. _ - -- - :4sE' -•' : � 11 .4 LF 90R -J5 All. SqIMER PIPE 1 •:- �({ -'+ C. JACK EVAN o� . THE SEAL APPEARING IS UMENT N A 5 0 /2 BY C. JACK ANS 93840 05/12 T PR ER NO ALTERATION OF A SEA 0 DOCUMF M1 OUT PROP TO THE RESPORSII ENGINEER IS RA OFFENSE UNDER THE TE% ENdNEERING PRACTICE ACT. .. _' .......E BE/VCH /NARK L /ST BM/ 1 ' O' CUT ON NORTHWEST CORNER OF CONCRETE PAD ON THE NORTH SIDE OF BE'THELL ROAD. 20 FEET NORTH OF EDGE W ASPHALT OF BETHEL ROAD AND 2DO FEET EAST FROM THE CENTERLINE OF FREEPORT PARKWAY. E1J:W5 /2.16 O ' HEADWALL. 15 FEET EAST BM/ 2 CUT SET ON TOP OF CENTERLINE OF EDGE OF ASPHALT ON THE EAST SIDE OF COPPELL ROAD APPROXIMATELY 1000 FEET NORTH FROM CENTEkLINE OF BETHEL ROAD. ELEVv514.37 ' ._...- .i.___ -._. � __ �- __- - _ -• --- _ —_ -- -.___ _- -- -. -_ -- - - ___ -__ - -. -_ ._.._._ ._. _._.__ —. - __.. .__.._ - -_._ .._��_ I ___._._.__ -- - ______. .. —_.__ ..._. __— _._���..._ - ____,_. -_ - ---- -` -'- "` - - - - - - -- - -- _--„„- .,,,_, - -- _.--�- -,- -- ��._.._,.__,_ — _, -___, - - -- _ -� -,• -_� —I — _...._�- N 0 2 4 8 12 GRAPHIC SCALE IN FEET COPPELL TH BOLLARD do ELECTRIC METER POWER POLE �. LIGHT STANDARD o TH r0n+ !• r/. n CV DgL CDUN MAPS LAS CD H D violNNITY /NANQ (NOT TO SCALE) LE 4=9E IV O •• BOLLARD do ELECTRIC METER POWER POLE �. LIGHT STANDARD WATER METER r/. WATER VALVE CV IRRIGATION CONTROL VALVE Mp FIRE HYDRANT CQ CLEANOUT MR® MANHOLE O TRAFFIC SIGNAL CONTROL �'. TRAFFIC SIGNAL POLE - TELEPHONE BOX yr. FLOOD UGRT TRAFFIC SIGN PK NAIL SET ?K NAIL W/ PACHECO KOCH' WASHER SET $-INCH IRON ROD IRS W /'PACHECO KOCH' CAP SET (FYJ CONTROLUNG MONUMENT �- PROPERTY ONE —t— FENCE —oA— OVERHEAD UDUTY LINE —6'W— UNDERGROUND WATER ONE —­ — UNDERGROUND ELECTRIC LINE — T — UNDERGROUND TELEPHONE UNE — a UNDERGROUND CABLE ONE - -V SS- - UNDERGROUND SANITARY SEWER UNE RECORD DRAWANG THIS DRANINO HAS BEEN REVISED TO REFLECT CONSTRUCTION RECORDS MAINTAINED AND PROVIDED BY THE OTY FOR DEVELOPER: CITY OF COPPELL 255 PARKWAY BLVD Opp (97( 3879 9 ISSUE OATS 09 /tS /2007 I I 1 68 E I I3' -1 1 1 1 I 1 I M I Ni N� 11 I I 8 ' I II I 1 � Iv / O I 00 I II ZIP 1 1 I I 1 I ! 1 1 u I ep e � 11 I I 1 I I 1 4 B POINT OF . 7fg BEGINNING d I 1< G HONs INNNIO AND CAFM INC HARD 8 BBQ I I _ OF VOLUME 93062, PACE 4512 I ROCK 1 NuvY VIRGINIA TH"MA T- I m � VOL MF- 2M0,'P 419 S 8901'04 "_E 249 31 891)128 "_E _26D -= 89'01'04" E 1 .7 ' mas 1 I ONe1Mf TD ` I °rw • ibyr .7041 -y{I I I I I "' . 22t. y 1 , s I 1 i I I A \ I i I A I I I I .'1 1 I + lglli I 1 1 I ,I it 111 I 1 I 1 I 1 1 ,' l 1 I 1 I�I 1 t 1 I tt � t 1 1 I i i 4 VERIZON \ �'I 14 -IN. PVC '�rI ++i1 A / 1 MM. FM. Tier boy. 3fAf)D + , �fi9l ijl t f 4 rjt I 1I /I 1 I 1 0 1 1117,1 1 1 I' t 11 1 W w I 24' EHwons 1 I I I I U- �Ii.�Yll1 �;II :It 1 11 1 I 1 iil:t 'l 1 l/ I I ! j VII I I I 1 I�i 'I i I it fit d If I I i j I I I I I r � / 1 II I i ta�ItUmn. ;� ( I 1 1 / s i B / � I � I i I I 1 I 1 I . I I t 1 , \ 1 I' /i 1 / r •' \, ' I Iii i i/ 1 � II S It 1 1�1 flit I I,I t tit j Eideffng 10' Drainage & VIA Easement i jrl 1 1 to be abandoned by this plot II I 1 1 I I 1: ` li li�� I 111 v, lli�i ce- i d I S v W I i 1 ,\ ch ii�l LL 1 i O O 1 1 00 "7t�,Jt1 p 180'00'00" ' r Radius = 60.00' `. - �1 t If �t — \ rm ' Len ((77 t!� -� - 188 \ / Chord \_ 120. 00' Drainage Easem z• ent 7 t '` = S 01 '1'26" W I \ \ 1 N 0x91'18' W JJa a0' 1 i1 � 1 I e l �III + 1 ; f ! !i, - - - -_ lock lit ;l, , 1086 Acres T I � 0.468 Acres R.O.W. Ded. � J 7$.918 'Acres Net �I j 1 i Light IndustrW I �' li 1 I 1 1 ,1 , iii / ' +i Ifl I , NI / I 1 pp� I, 4 I S ! II l \ r i I 1 ' 24' FMtNtme / / I II � I t I f, r r May I 1 1 Eo I j l l I 1 Mir. Fir. Fl oor Eler. 318.06 gill i i f i I r L. 1 1 1 I I I 1 1 4 i 1 1 I I fxbtkiq f0' Drolnage & Utlf. Easement i ; to be obondoned by this plot n , I ;! I; Existing Roll Easement to � 1 be abandoned by *operate `kratrumsnt I I t 20' Drainage Easement y.l I II J I F 1 I t I � I eo I I I I + I 1 v I � v 1 SS JI I` ! M $ We lax I of . 1 I 1 I LL� YI 1 1 1 I N 1 I I 1 '1 .0 R i ' 'ifpi iA 11 / 1 1 411 1 tfCAi. DESCRIPTION TRACT W BEING 19.386 a— tract of land situated M the M ,MES A. SIMMONS SU Y , ABSIRAC 7 NO. 1296 f C 1 I/da count 7'.... �xoa it o y 000el one ""' all of Blox *a 1 C and 2 o /�C 'NI Lta Commerce Center 9 WP , a d dltian to the City C ppNI as recorded In Vdume 81031 Page 3041 of the Deed R-94 of Gallas County, Texas and being more D rtkvlaH Y describe d o a follows. a RfCINNING at o 1/2 -Inch eo rod found of the in n eraectfo of the north line of Buena Rood a 80 -(oat r! 9h t -o1 r oy, and the east fine of Freeport Parkway an 81-foot Nght -o/ way of this point); THENCE N Old e9 !8 .11,. m. 00 sea East o all, nca of 1224.73 fas Dion the wet line of said son Freeport Parkway o 1 2 -inch n rotl y n d f seen a in the south has o(o t ct o�lond In t eiore and Gift Inc. by G e recorded In conve to Noma yrd Vdume 93061, Page 4332 of the Ded Records o I V.11- County, To I THENCE South 69 of thin. O4 sec. East o d nc e o1 249.41 dep /set Dion 9 s the outh Ins of said Name Intadore trbct to a 1 h Non rod found fair comer THENCE South 89 dsq. Ol min. 28 ec. s East a dis 01180.00 hat along the south Ina o(a tract of land oonve to Copael Commerce Center by deed recorded In Vdume 81 I, Paps J041 of the bed Records of Dallas County, Texas toe 2 -inch iron rod at for coma; TH ENCE South 89 deg. 01 min. 04 sac. Eas o I / 197.79 ds Dots o /tat Dianap the south line of o tract of /and corlve to Mary Virginia Thweatt by deed recorded M Vdume 1112, Page 419 of the Deed Records, Dallas County, Axos to 0 112-inch iron rod found /e comer In the meth line of a cut -de -sac for ammond Street, Id iron d Deing Me beg inning of of o curve tot the left that has a control an a of 1 B0 deg. 00 min. 00 sec., a radWa of 60.00 let and o Mad that beore South 01 bag min. 26 sec. West, a distance of 120.00 leek THENCE along the eat Itns of said cut -de -sac oriel said curve to the left on arc distance of 188.50 feet to a 1 /1 -YnM kon rod found for corner, THENCE South Ol deg. 17 mar. 26 ax. West o die once of 1,039.15 Teri aloeg the w fine of Gold Hammond Street fo a 1/2 -inch Mon rod found at ifs alteraection with the north line o/ said Burns Street; ' THENCE South 87 deg 17 min. 36 s ec. Waat a dtrrlI tanca 709.12 /sal cony the north Ifne of said Street to the POINT OF BEGINNING; and CONTAINING 844,454 square /set dGGGrGG 19.366 acres of land. I SURVEYOR'S CERTIFICATE STATE OF TEXAS COUNTY OF DALLAS I KNOW ALL MEN BY THESE PRESENTS: That I, Hugh E. Palest. do nereDy certify that I ow prepared this accurate survey from an cctuol and occute survey o the land, and that the corner monuments shown thereon wer placed under my personal supervision In accordance with the plait g ruin and regulotlone of the City Plon Commission of the City of Co Axaa i ?pGF T >✓ 1lµ"`' j.,........ ��1S�R Hugh E. P OF Nae b I �pN •••• _�• Registered ProsNond Land Surveyor No. 368e STATE TEXAS COUNTY W DALLAS BEFORE ME, the undersigned outnority, o Notary P bile, In and for said County and State on this poke ally appeared Hugh E. Pelee, known to me to be the person and officer whose time is subscribed to the fe g Instrument and acknowledged to me that he executed the s o me fa the purpose and consideration lhsro w M ln sxDre•d and the therein oetty therein state d. pVEN UNDER MY HAND AND SEAL OF OFFICE MII Flood the I day of #4 5' 2001. 'plain Development Permit Application No. _9Ja„— has been flied with the City of Coppell Floodpiain AemiNatratnr on __ 001. Floodplaln Administrator, � 11 • I_. oat.. "The developer, buAder, seller, o nl, shall Inform in writing, buyer of subdivision lots of property pro 9. each eP^ located within fl ood hazard areas of this site that such special property la In on Identified food hazard area and that all development must conform to the provisions of the City of Coppell Floadplaln Management Ortlinance.' Ci of the Cit C nppeJ, I Texa a. hereb The undersigned, the ty y y certifies that the foregoing Replat of the COPPELL COMMERCE CENTER PHASE 1, FEPLAT wbdirieion to the City of CWDeII wax wbmit fed to the City Council b y formal action, then and there oc<e D fed the dedication of streets, ells ark A easements public plac and water Ya.D and sewer lines, as shown and set loth In and upon said plat, and sold Council further authorized the Mayer to note the acceptance thereof by signing his name as hereinabow subscribed, Recommended for approval. SITE sautNresmn cArtwr,r aw. N.T.S. 1 � 26' �- 23' N — • FREEPORT PKWY 31 � O VERIZON 4 -INCH PVC STORM SEWER � 19.386 ACRES Dminago EotNrmnt , util ny AN ADDITION TO THE CITY OF COPPELL, DALLAS COUNT TEXAS --- --- - SITUATED IN THE —_ --._ __ � __ r-- __ - -_- JAMES A. SIMMONS SURVEY ABSTRACT N0. 1296 L '>,2' Iar `- .,.... wsa• '`, ��r„a,'J�,• � - ---- 709- � _ �. --- - -- - -- - - ---- o so 120 • aar S 8 7'17 36 iN sade , •' = so• r __�.-- -- -- - -- SHEET 1 OF 1 NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, KCD -T% II Coppell Investment Limited Partnership is the owne of the herein described property, done hereby odopt this plot designing the herein described property me OOPPELL COMMERCE CENTER PHASE I REPEAT, an Addition to the City of CoDDell, Dallas County, Texas and do hereby deGCOte to the public use forever The easements shown the streets and allo thereon. n (hereon are hereby reserved for public unites. garbage and rubbish collection ogandee, and all public and privets utilities fa each particular use. The maintenance of por;ng on the utnk y access and fire lane easements is the responsibility Y of the property owner. No buildings, fences, trees, shrubs or other improvements or growths shNl be constructed or placed upon, over across the easements as shown old easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use the some. All and any public utility shall have the right to remove and keep removed all or or other aerie of a ny buildin fences trees shrubs, Improvements or growths which in any way endanger or interfere with the construction, maintenance a efficiency of Its reapectlw system on the easements and all public utilities shall of dl tense have the NII right of Ngrsea and egress to or from and upon the sold easements tar the purpose of constructing, reconstructing, patrdling, maintaining and adding to or removing all or ports of its respective systems without the neceeelty at any time of procuring the pemisa{on of anyone. Any public utility shall have the fight of ingress and sgrew to privets property le the purpose of reading maters one any maintenance required a ordinary performed by the utility. This plat approved subject to all platting ordinances, rules, regulations and rsedullona of the City of Coppel, Texas. EXECUTED this the �Y� day of 2001• OWNER: KCD - 7X11 Coppell Ievafm•nt Limited Partne•hlp to Tesee Limited Partnership by:KCO- 7x- ¢eopeu Ieysteuld•, STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Public, in and for ,�OJA� "_�oynty and State on this personally appeared Q�,� V ___ _ known to me to be the person and oflke o 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 stated. *,UNDER MY HAND AND SEAL OF OFFICE this the day of 2001. Notary for the State of Tezaa My Commission Expirea: d4VF REPEAT BLOCK 1R COPPELL COMMERCE CENTER PHASE I I I t t{ 1 \ 1 I i t t r!I oor Eler. 318.06 gill i i f i I r L. 1 1 1 I I I 1 1 4 i 1 1 I I fxbtkiq f0' Drolnage & Utlf. Easement i ; to be obondoned by this plot n , I ;! I; Existing Roll Easement to � 1 be abandoned by *operate `kratrumsnt I I t 20' Drainage Easement y.l I II J I F 1 I t I � I eo I I I I + I 1 v I � v 1 SS JI I` ! M $ We lax I of . 1 I 1 I LL� YI 1 1 1 I N 1 I I 1 '1 .0 R i ' 'ifpi iA 11 / 1 1 411 1 tfCAi. DESCRIPTION TRACT W BEING 19.386 a— tract of land situated M the M ,MES A. SIMMONS SU Y , ABSIRAC 7 NO. 1296 f C 1 I/da count 7'.... �xoa it o y 000el one ""' all of Blox *a 1 C and 2 o /�C 'NI Lta Commerce Center 9 WP , a d dltian to the City C ppNI as recorded In Vdume 81031 Page 3041 of the Deed R-94 of Gallas County, Texas and being more D rtkvlaH Y describe d o a follows. a RfCINNING at o 1/2 -Inch eo rod found of the in n eraectfo of the north line of Buena Rood a 80 -(oat r! 9h t -o1 r oy, and the east fine of Freeport Parkway an 81-foot Nght -o/ way of this point); THENCE N Old e9 !8 .11,. m. 00 sea East o all, nca of 1224.73 fas Dion the wet line of said son Freeport Parkway o 1 2 -inch n rotl y n d f seen a in the south has o(o t ct o�lond In t eiore and Gift Inc. by G e recorded In conve to Noma yrd Vdume 93061, Page 4332 of the Ded Records o I V.11- County, To I THENCE South 69 of thin. O4 sec. East o d nc e o1 249.41 dep /set Dion 9 s the outh Ins of said Name Intadore trbct to a 1 h Non rod found fair comer THENCE South 89 dsq. Ol min. 28 ec. s East a dis 01180.00 hat along the south Ina o(a tract of land oonve to Copael Commerce Center by deed recorded In Vdume 81 I, Paps J041 of the bed Records of Dallas County, Texas toe 2 -inch iron rod at for coma; TH ENCE South 89 deg. 01 min. 04 sac. Eas o I / 197.79 ds Dots o /tat Dianap the south line of o tract of /and corlve to Mary Virginia Thweatt by deed recorded M Vdume 1112, Page 419 of the Deed Records, Dallas County, Axos to 0 112-inch iron rod found /e comer In the meth line of a cut -de -sac for ammond Street, Id iron d Deing Me beg inning of of o curve tot the left that has a control an a of 1 B0 deg. 00 min. 00 sec., a radWa of 60.00 let and o Mad that beore South 01 bag min. 26 sec. West, a distance of 120.00 leek THENCE along the eat Itns of said cut -de -sac oriel said curve to the left on arc distance of 188.50 feet to a 1 /1 -YnM kon rod found for corner, THENCE South Ol deg. 17 mar. 26 ax. West o die once of 1,039.15 Teri aloeg the w fine of Gold Hammond Street fo a 1/2 -inch Mon rod found at ifs alteraection with the north line o/ said Burns Street; ' THENCE South 87 deg 17 min. 36 s ec. Waat a dtrrlI tanca 709.12 /sal cony the north Ifne of said Street to the POINT OF BEGINNING; and CONTAINING 844,454 square /set dGGGrGG 19.366 acres of land. I SURVEYOR'S CERTIFICATE STATE OF TEXAS COUNTY OF DALLAS I KNOW ALL MEN BY THESE PRESENTS: That I, Hugh E. Palest. do nereDy certify that I ow prepared this accurate survey from an cctuol and occute survey o the land, and that the corner monuments shown thereon wer placed under my personal supervision In accordance with the plait g ruin and regulotlone of the City Plon Commission of the City of Co Axaa i ?pGF T >✓ 1lµ"`' j.,........ ��1S�R Hugh E. P OF Nae b I �pN •••• _�• Registered ProsNond Land Surveyor No. 368e STATE TEXAS COUNTY W DALLAS BEFORE ME, the undersigned outnority, o Notary P bile, In and for said County and State on this poke ally appeared Hugh E. Pelee, known to me to be the person and officer whose time is subscribed to the fe g Instrument and acknowledged to me that he executed the s o me fa the purpose and consideration lhsro w M ln sxDre•d and the therein oetty therein state d. pVEN UNDER MY HAND AND SEAL OF OFFICE MII Flood Recommended for approval. SITE sautNresmn cArtwr,r aw. N.T.S. 1 � 26' �- 23' N — • FREEPORT PKWY 31 � O VERIZON 4 -INCH PVC STORM SEWER � 19.386 ACRES Dminago EotNrmnt , util ny AN ADDITION TO THE CITY OF COPPELL, DALLAS COUNT TEXAS --- --- - SITUATED IN THE —_ --._ __ � __ r-- __ - -_- JAMES A. SIMMONS SURVEY ABSTRACT N0. 1296 L '>,2' Iar `- .,.... wsa• '`, ��r„a,'J�,• � - ---- 709- � _ �. --- - -- - -- - - ---- o so 120 • aar S 8 7'17 36 iN sade , •' = so• r __�.-- -- -- - -- SHEET 1 OF 1 NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, KCD -T% II Coppell Investment Limited Partnership is the owne of the herein described property, done hereby odopt this plot designing the herein described property me OOPPELL COMMERCE CENTER PHASE I REPEAT, an Addition to the City of CoDDell, Dallas County, Texas and do hereby deGCOte to the public use forever The easements shown the streets and allo thereon. n (hereon are hereby reserved for public unites. garbage and rubbish collection ogandee, and all public and privets utilities fa each particular use. The maintenance of por;ng on the utnk y access and fire lane easements is the responsibility Y of the property owner. No buildings, fences, trees, shrubs or other improvements or growths shNl be constructed or placed upon, over across the easements as shown old easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use the some. All and any public utility shall have the right to remove and keep removed all or or other aerie of a ny buildin fences trees shrubs, Improvements or growths which in any way endanger or interfere with the construction, maintenance a efficiency of Its reapectlw system on the easements and all public utilities shall of dl tense have the NII right of Ngrsea and egress to or from and upon the sold easements tar the purpose of constructing, reconstructing, patrdling, maintaining and adding to or removing all or ports of its respective systems without the neceeelty at any time of procuring the pemisa{on of anyone. Any public utility shall have the fight of ingress and sgrew to privets property le the purpose of reading maters one any maintenance required a ordinary performed by the utility. This plat approved subject to all platting ordinances, rules, regulations and rsedullona of the City of Coppel, Texas. EXECUTED this the �Y� day of 2001• OWNER: KCD - 7X11 Coppell Ievafm•nt Limited Partne•hlp to Tesee Limited Partnership by:KCO- 7x- ¢eopeu Ieysteuld•, STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Public, in and for ,�OJA� "_�oynty and State on this personally appeared Q�,� V ___ _ known to me to be the person and oflke o 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 stated. *,UNDER MY HAND AND SEAL OF OFFICE this the day of 2001. Notary for the State of Tezaa My Commission Expirea: d4VF REPEAT BLOCK 1R COPPELL COMMERCE CENTER PHASE I 19.386 ACRES Dminago EotNrmnt , util ny AN ADDITION TO THE CITY OF COPPELL, DALLAS COUNT TEXAS --- --- - SITUATED IN THE —_ --._ __ � __ r-- __ - -_- JAMES A. SIMMONS SURVEY ABSTRACT N0. 1296 L '>,2' Iar `- .,.... wsa• '`, ��r„a,'J�,• � - ---- 709- � _ �. --- - -- - -- - - ---- o so 120 • aar S 8 7'17 36 iN sade , •' = so• r __�.-- -- -- - -- SHEET 1 OF 1 NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, KCD -T% II Coppell Investment Limited Partnership is the owne of the herein described property, done hereby odopt this plot designing the herein described property me OOPPELL COMMERCE CENTER PHASE I REPEAT, an Addition to the City of CoDDell, Dallas County, Texas and do hereby deGCOte to the public use forever The easements shown the streets and allo thereon. n (hereon are hereby reserved for public unites. garbage and rubbish collection ogandee, and all public and privets utilities fa each particular use. The maintenance of por;ng on the utnk y access and fire lane easements is the responsibility Y of the property owner. No buildings, fences, trees, shrubs or other improvements or growths shNl be constructed or placed upon, over across the easements as shown old easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use the some. All and any public utility shall have the right to remove and keep removed all or or other aerie of a ny buildin fences trees shrubs, Improvements or growths which in any way endanger or interfere with the construction, maintenance a efficiency of Its reapectlw system on the easements and all public utilities shall of dl tense have the NII right of Ngrsea and egress to or from and upon the sold easements tar the purpose of constructing, reconstructing, patrdling, maintaining and adding to or removing all or ports of its respective systems without the neceeelty at any time of procuring the pemisa{on of anyone. Any public utility shall have the fight of ingress and sgrew to privets property le the purpose of reading maters one any maintenance required a ordinary performed by the utility. This plat approved subject to all platting ordinances, rules, regulations and rsedullona of the City of Coppel, Texas. EXECUTED this the �Y� day of 2001• OWNER: KCD - 7X11 Coppell Ievafm•nt Limited Partne•hlp to Tesee Limited Partnership by:KCO- 7x- ¢eopeu Ieysteuld•, STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Public, in and for ,�OJA� "_�oynty and State on this personally appeared Q�,� V ___ _ known to me to be the person and oflke o 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 stated. *,UNDER MY HAND AND SEAL OF OFFICE this the day of 2001. Notary for the State of Tezaa My Commission Expirea: d4VF REPEAT BLOCK 1R COPPELL COMMERCE CENTER PHASE I ROAD BORE WATERLINE and se, ice e LINE "A" F „ � 1 lin I � FOR DEPTH - 101' — I 1 � __ � lIA'RRIRRRTR Tee I I I I 1 fNi { 1 4 - End & Cop I fZ =51180 Prop Prop 56 tF - 4" PVC 1 -8' Topp /ng 9"m &ValNr _ O Sanitary Sewer (_YR J5) O 1 B" Double Detector Check Vou /t 50X 1 B ix90' Brnd aI �• ntr rL 2- 8'x45' Vertical as ex Ie Aar B(ASW S7/8ErT " - ... �. P fW 42 L)r ^• 4' PVC (AV NOW r ® TiJgpACwe.comatit (faI.40J ' Vi ° PROP 24' FIRELANE ESMT Prop 4' GYeon g _... �__....._._- - --_. -. - 511.40 4�" cYeanout _ .. =511.40 Pr gaP B Controctar Sbo/l Rwnow I c / - it Water Existing 8 - End & Cap and � N BRUCE ST VERIZON 1 4 -IN PVC VERIZON TO POTHOLE P WATERLINE a -w WATER J FOR DEPTH 60' ROW _- I 2" Sanitary Sewer I -- 1 Nbtar f' ' FZ (4 520 • p Prop 4 peon Out ' -- - - - - r - _ ._..._ - -- -- -- --- - - -- -- - ----- I _ I Prop .180 IF- 4" PVC DETAIL "A' fZ = 510.00 52C Sanitary Sewer (MR J5) O ! _ 1 r oX ® I _ -- ��� Groond ' - j --- 4•aae'_� - .r -- -�— -- I - f I r -- -- - - -- - -- 516 prop 1 1B' Slam:----- ---- -' FZ =51240 - FF = 618.80 _._ t t I 512 uj Im f N Prop B" Im -.. _- - -- -_ ° I Nhter I I ' 850 FREEPORT PKWY - 'b VERIZON 4-INC�� Q 504 I , L - - M IF 1B' RCe (oars 1/9 0 0.4af I PROP 4' FIRELANE E8MT - -- - -- - - -- 7 [F - _ 0+00 1 2 3 - --- ----------- -- - - -- -- - _ - _ - try - R - l - - I �- - -- LINE „A„ -- - c 9 ' Vin Kee t.�so�ic ° � Prop .9.5 it' Concrete Prop a� ° e Tronstarmer Pad (Per 1 -B X6" Tee ONCCW Standards) 1 -6" Gv 3 fox o 10 20 40 eo 120 1 -B X6" Tee Prop J02 LF - 2 -4' PVC 1 -F,ve Nydronf 1 -6' GV & Box Electrical Cand -t (Sa, 40) SCALE I' = 40' Bend 1 - Fire N ant O 36' Minknum Depth (Per Oncor Standards) 1 I 1 1 r ® 1 rap VERIZON 4 -IN CONDUIT 2 2 -8 x2' Tee l V 1 2 2 -8 u45' Bend j 1 1 I I I 1 2 2 -2" Bock9ow Pre`entor . I '23 1 1--2' lrrlgotion Meter I I 26 ; ; 8' cv & Box 11 2 Vertical -Bonds I V VERIZON TO 1 1 ° ° 8FT r r ' a P POTHOLE Prop Gas Meter b boo 4 4' Clog Prop Prop 56 tF - 4" PVC 1 -8' Topp /ng 9"m &ValNr _ O Sanitary Sewer (_YR J5) O 1 B" Double Detector Check Vou /t 50X 1 B ix90' Brnd aI �• ntr rL 2- 8'x45' Vertical as ex Ie Aar B(ASW S7/8ErT " - ... �. P fW 42 L)r ^• 4' PVC (AV NOW r ® TiJgpACwe.comatit (faI.40J ' Vi ° PROP 24' FIRELANE ESMT Prop 4' GYeon g _... �__....._._- - --_. -. - 511.40 4�" cYeanout _ .. =511.40 Pr gaP B Controctar Sbo/l Rwnow I c / - it Water Existing 8 - End & Cap and � N BRUCE ST VERIZON 1 4 -IN PVC VERIZON TO POTHOLE P WATERLINE a -w WATER J FOR DEPTH 60' ROW _- I 2" Sanitary Sewer I -- 1 Nbtar f' ' FZ (4 520 • p Prop 4 peon Out ' -- - - - - r - _ ._..._ - -- -- -- --- - - -- -- - ----- I _ I Prop .180 IF- 4" PVC DETAIL "A' fZ = 510.00 52C Sanitary Sewer (MR J5) O ! _ 1 r oX ® I _ -- ��� Groond ' - j --- 4•aae'_� - .r -- -�— -- I - f I r -- -- - - -- - -- 516 prop 1 1B' Slam:----- ---- -' FZ =51240 - FF = 618.80 _._ t t I 512 uj Im f N Prop B" Im -.. _- - -- -_ ° I Nhter I I ' 850 FREEPORT PKWY - 'b VERIZON 4-INC�� Q 504 I , L - - M IF 1B' RCe (oars 1/9 0 0.4af I PROP 4' FIRELANE E8MT - -- - -- - - -- 7 [F - _ 0+00 1 2 3 - --- ----------- -- - - -- -- - _ - _ - try - R - l - - I �- - -- LINE „A„ -- - c 9 ' Vin Kee t.�so�ic ° � Prop .9.5 it' Concrete Prop a� ° e Tronstarmer Pad (Per 1 -B X6" Tee ONCCW Standards) 1 -6" Gv 3 fox o 10 20 40 eo 120 1 -B X6" Tee Prop J02 LF - 2 -4' PVC 1 -F,ve Nydronf 1 -6' GV & Box Electrical Cand -t (Sa, 40) SCALE I' = 40' Bend 1 - Fire N ant O 36' Minknum Depth (Per Oncor Standards) _- I 2" Sanitary Sewer I -- 1 Nbtar f' ' FZ (4 520 • p Prop 4 peon Out ' -- - - - - r - _ ._..._ - -- -- -- --- - - -- -- - ----- I _ I Prop .180 IF- 4" PVC DETAIL "A' fZ = 510.00 52C Sanitary Sewer (MR J5) O ! _ 1 r oX ® I _ -- ��� Groond ' - j --- 4•aae'_� - .r -- -�— -- I - f I r -- -- - - -- - -- 516 prop 1 1B' Slam:----- ---- -' FZ =51240 - FF = 618.80 _._ t t I 512 uj Im f N Prop B" Im -.. _- - -- -_ ° I Nhter I I ' 850 FREEPORT PKWY - 'b VERIZON 4-INC�� Q 504 I , L - - M IF 1B' RCe (oars 1/9 0 0.4af I PROP 4' FIRELANE E8MT - -- - -- - - -- 7 [F - _ 0+00 1 2 3 - --- ----------- -- - - -- -- - _ - _ - try - R - l - - I �- - -- LINE „A„ -- - c 9 ' Vin Kee t.�so�ic ° � Prop .9.5 it' Concrete Prop a� ° e Tronstarmer Pad (Per 1 -B X6" Tee ONCCW Standards) 1 -6" Gv 3 fox o 10 20 40 eo 120 1 -B X6" Tee Prop J02 LF - 2 -4' PVC 1 -F,ve Nydronf 1 -6' GV & Box Electrical Cand -t (Sa, 40) SCALE I' = 40' Bend 1 - Fire N ant O 36' Minknum Depth (Per Oncor Standards) oll r work location C 0 oppell TIC A z Southwestern Bled OC t N C 0 4-J C IC) 500 fq 2012 flicro I V o l ► 0 0 CO oppell TIC A z Southwestern Bled OC t N C 0 4-J C IC) 500 fq 2012 flicro I CONTRACTOR TO PROVIDE TRAFFIC CONTROL _< PROPOSED IT VE �r�= - -. Ek15Y. fe" WATER �� BETfIEL ROAD 4" GORE hr AHKFR EX. 6" WATER EXISY. 12" 55 ( -,-- -- -- EXIST. 12" S - -� I INSTALL DENO -LUG seR WATER I .x r=wc '.t ^Eg ) I IN87µL Otis✓ f TEE INSTALL T- 8'90' OEN d.. Q 3 I 0 I 44000 "G" D- 3724'44' yv .i.n� 1 4'DIA M.H. R-218.07 r _.... T +73.01' 2' S WAIFR Uilrj r0 3E 4 L -142 -M UED FCR IFRrGA r'M ! j I tti ! w vyy��` IN9TALL: IHR. MEhES 4 ' j, 40 P,VC. ( 240 LF ) 24"D[Fy I - CAV WI I' f - - " AC IOiF IO Y(NIFY ExACY ELE'dAT1 CN OF Ex1S11N0 SANITAR'r EW[A I j I q rrC. C tt Il33Y 1 1+00 OVER E A' 9tlI S R VALVE S - � 0' OVER E%157. IY SEWER t 1 - TIRE HW. ADRON '1! [ MM�`���J`J�.14� 7tTS1IF1 rte'[ IE STAR CAS UNE ANO )i ,ROUND CABLE IN AREA caN9TRUCTION. CONTACT THE CCtAPAN -ES 48 HOURS PRIOR LONSSRUCTION. �r.r.r.�- ,�- .� -��.r - COH IRACIGN 10 YEFlIFY CL!VA 11CN OF 1t• 'HATER JNE PRIOR TO OOHSTAUC7rit4. PC a 4 ry"' - -.� _ r - E XIST: 1 2 ' SS -- -�_ ,� - - tE %lY TAPPING SIEEVI & tC VALE %H CRVE'N Y_ t -IV69' -p- CW PER CITY MARKUPS 2. C 1r -tc+ Snail prMeeL all p.6'e uN Ilea W the cornei'di vE Ih 9 Gtp19S1. AIF maMplse, alecnaula 141. pokey, pled Mill A' .Nero Ira hydranit mast be adjesled '.a Pieper rsa and q I I '� "�..-- - -- - -- 8 �N - SOW -- - ON E - r T INSTALL 8" WATER 16 15 14 I 11411 LL I WSIAT E I- 8'X8' TE y t - 8'x8' TEE t - e' VALYC VALVE 1 -FIRE t1 Y0. t- 6' I VALVE -FIRE a +s6.30 'A' (/ 7 CONST. 4' DIA. L 3 113 l / INSTALL ! ' S -8' PLUG \� 2' DLOW -OFF '- VALVE 12 11 14 6 +69.54 "A' CONSY. 4' DIA. M.H VERIZON PROPOSES TO BORE A 4 -INCH CONDUIT UNDER PENFOLDS LN AT A DEPTH OF 8 FT TO REPAIR EXISTING CONDUIT AND FIBER PATH "AS ®U14T'j PLANS. - NOTCS 'FHB INTENT OF THE OWNkA AND . ( ENGINEER *AS TO CQNMI)CT THU � IMPRQVEML-NTBACCOR01140TOTHESS 'I PLAN$ AS APP,ROl 13YTH33 CITY OF.: 1 COPP$LL,THE LINEgAND ORADf 3 WEM. $ SET ON T}E? OROUNk) FOR CONSTRUCTION ACCol bit 46 TO SAID PCAN3i, WE ARSNOT i AWARD OV ANY CHANGES ORMVISIONB TO THESE PLANS VV IN0 CO(NSTRUCTIOI'I EXCEPT AS NOTES ITIV Pt,AN9 - 7H8d CONSTRUCTION 9LANS WERE PREPARED UNDER THE RESPONS18LE SVPERVISIl OF WI1.411 A. ANDERSON. REGISTERED PROFESSIONAL ENGINEER NO. 62084 /V3 - 40' 4 40 30 1 GRAPHIC SEALL NO. DATE RY PROP. 1 - %H CRVE'N Y_ 2 -p- CW PER CITY MARKUPS 2. C 1r -tc+ Snail prMeeL all p.6'e uN Ilea W the cornei'di vE Ih 9 Gtp19S1. AIF maMplse, alecnaula 141. pokey, pled Ira hydranit mast be adjesled '.a Pieper rsa and q by the 1T14 ConUacla, altar paving, and brit. rna' plan e: S. The Iota Liao; of all s otill uletfes dlcgled - the picas 9 t k n ¢cm ew'sl'ngg pubs a r c ds. The act local' - nJ r 1.an o! all yubIla 11'tl hall a E t fined by the con attar. It shoe be the d ty of the coritfacta to a torten wheiker any additrongl roclnr.e other to-on th o" she »n an the plans may be present. 1 Cantraelor Shall provde Engirt b dr�nens'ont to dl 0.99..5 CONST, 4 'A' -v.va 'c' DIA. MANNI%E 3 to be baahfllled and carnpaated in B rnah :ills to 9351 0.1 '33'55' slanda,J proplw density 9 Y 2 percentage pcinte of VU- 2 R =31d00' r= QA 1 COntmitar Shell be -ii far naintGinul Tench Sn le% 2 +40.00 'B" re lukpnems - n actadra'lct wfh Ct 5tcndarrta, Tails Stele t- 8O.8a' Lai and QS.H.A. Slondards. END & C.O. Watlx mats to be Av A Class 290, 9R 14 PVC (%, rn ajar). R -31 Pill 0 Water seMcle shall be boated 9 the centerline Of ­h rat VERIZON PROPOSES TO BORE A 4 -INCH CONDUIT UNDER PENFOLDS LN AT A DEPTH OF 8 FT TO REPAIR EXISTING CONDUIT AND FIBER PATH "AS ®U14T'j PLANS. - NOTCS 'FHB INTENT OF THE OWNkA AND . ( ENGINEER *AS TO CQNMI)CT THU � IMPRQVEML-NTBACCOR01140TOTHESS 'I PLAN$ AS APP,ROl 13YTH33 CITY OF.: 1 COPP$LL,THE LINEgAND ORADf 3 WEM. $ SET ON T}E? OROUNk) FOR CONSTRUCTION ACCol bit 46 TO SAID PCAN3i, WE ARSNOT i AWARD OV ANY CHANGES ORMVISIONB TO THESE PLANS VV IN0 CO(NSTRUCTIOI'I EXCEPT AS NOTES ITIV Pt,AN9 - 7H8d CONSTRUCTION 9LANS WERE PREPARED UNDER THE RESPONS18LE SVPERVISIl OF WI1.411 A. ANDERSON. REGISTERED PROFESSIONAL ENGINEER NO. 62084 /V3 - 40' 4 40 30 1 GRAPHIC SEALL NO. DATE RY REVISION 1 9/ 0 90 %H PER CITY MAPKIr 2 10/13/99 CW PER CITY MARKUPS 2. C 1r -tc+ Snail prMeeL all p.6'e uN Ilea W the cornei'di vE Ih 9 Gtp19S1. AIF maMplse, alecnaula 141. pokey, pled Ira hydranit mast be adjesled '.a Pieper rsa and q by the 1T14 ConUacla, altar paving, and brit. rna' plan e: S. The Iota Liao; of all s otill uletfes dlcgled - the picas WATER AND SEWER PLANS.. THE RESERVE CITY OF COPPELL DALLAS COUNTY, TEXAS L DOWDEY, ANDERSON & ASSOCIATi INC. 5225 VILLAGE CRi ON., STE. 200 972 931 -0844 KMO.. TESW5 �yWAA I_ LSL I 9 9004 WATER AND gEAER. GFNEAAL NOTES t. All malalds and cansUUCtlgn shall can lorr,l to the Elty'a, r'appell Standard qnd $pecrflecl vns, and Ih. Standards vrd 40617catio It rue P Llid, Alcrkv CmdWction py North Ce Uol Texas Cwncil of Ca er,rl 2. C 1r -tc+ Snail prMeeL all p.6'e uN Ilea W the cornei'di vE Ih 9 Gtp19S1. AIF maMplse, alecnaula 141. pokey, pled Ira hydranit mast be adjesled '.a Pieper rsa and q by the 1T14 ConUacla, altar paving, and brit. rna' plan e: S. The Iota Liao; of all s otill uletfes dlcgled - the picas 9 t k n ¢cm ew'sl'ngg pubs a r c ds. The act local' - nJ r 1.an o! all yubIla 11'tl hall a E t fined by the con attar. It shoe be the d ty of the coritfacta to a torten wheiker any additrongl roclnr.e other to-on th o" she »n an the plans may be present. 4. Cantraelor Shall provde Engirt b dr�nens'ont to dl cad olh 'nfaunution la it adu os -built prune, 5. M Hater .,I San - Lary i,- ;- inslalfed under Pavement to be baahfllled and carnpaated in B rnah :ills to 9351 slanda,J proplw density 9 Y 2 percentage pcinte of VU- 0. COntmitar Shell be -ii far naintGinul Tench Sn le% re lukpnems - n actadra'lct wfh Ct 5tcndarrta, Tails Stele Lai and QS.H.A. Slondards. Y. Watlx mats to be Av A Class 290, 9R 14 PVC (%, rn ajar). 8. Water seMcle shall be boated 9 the centerline Of ­h rat and enrnl be a minimum of I' type K spoor. Each settle* 5hd1 5 provided with t wo in - r a nNm ba0 cutorf .l eaaipped with lack wings and contained ins!da the neter bo.. Reeld<nti l serr;ces shaD ho%j a 5/8' T­1 yd,a Ord dial) top .Gasped eith a dud :heck orni (oil pail of tr.a joke) nd shall be of 09It"loll kip-0 b' fhe City (see Cily of Coppell Standard Cmelructton O.toAe) All aM1 er water 2 -IrOos shall be eaulpped With a ssporct. double check hack- siphc... de,ke. 'o a eepwo!a b aetlna the spcci Reatrona f Ins C,ly of COPpe". AN tapph9 saddles and cameelran nipples to water yoke .hull b ,,on_ Service to each lot Shell have a mnl Unl ail' of 20 itches. wutx ca.ice Ines shah Hal be WiTil d under exlstin9 or prcgostd streak or pa +ed array. 9. All wot,e n'ne sh.F hate a m am carer 'n M 42 inches blow finish grad a Oe ;uk edt clear Ow ulilillee. Terra - r.:pa requir one 1 abase abase _a', main. 10 Own inst'lll qlv ut !Ginter seats trassil no pnl of water mein snail be Limit (g) feat .1 ttre ter tedrna o1 the suns lary S4eew prPO. it wider r,ui,. hall be lasted and J,,h .clad In accardcnce rich AYfWA CBC1. I Cantra.t Jr Shall pr Ida ado,W to eonfr4la lhru St black anq re[ain er T-4, al ah bends 4 �;efre its 9.eaft, torn 19 degrees u- main. and hy.Jre asseen611QS, 13. A minimum crsara of 14 aches shad ba pramved bat...o water *ulna and etarm sewer ;rielx 14, PVC pipe shelf I— 0 6' 'WA beddn9 with 6' of Bond w e),k s lie and 12' of sand Orer top OI pipe. 15. 9Ay-wrop (loin unpin 8 rr9 NicFneSe) ell d"t,' iron P P P W llttnjS, ,Il risers, tapp;nq saddl.s and ny -Jrant linen, Pipe sholl be doable wrapped ot all jointt and bends E-Igna op Bath - rile it hart 5 f 115. ReSainhq 9lunds and gafvar;rred 'elf thread' rods shod ba prodded on ell bends wih ca' -fete thrust blocking and pdyxrop. 19. Tcppi 9 sleeves: StW lose eteef lopping sleeves ru pvJ p'pm9 with Ihnret blocking; solid Sreere compact duclda iron (if Hal ava'Jabta, cast ion) for .'Yl<tito iron pipe BLit iP,,'i blorklnq. 18. Na 'Qp np�e;sran goings .,If be ellak0d on ceopew set vlad I. S. 19. Al r dJ bares ^hull be made usnq dry bee equ'pmenL No net bares will be allowed. 20. U., le+IClo9 :cal te91a Shall be Pei all new .ter "m m.a" prior to vi ceptanaa at the project A unum of one haclerTdogiSal quality tell .S reouned ra e- 1000 feel of Ilne. TTa results ir�4t h9 ncgativ9 xl lh nil {0 /IfArr,JI coliform. 21. @e hyslr'mts to a, rotated three (J) feet behind back of our and <ent= an fot Idles Or of c.,,h rein dt utility canlcuciors shall place biUa rite -lite regeclor n ceattella al street crosesl to fie hetranl. 22, Foe hydrant conneotion4 to r.folne .toll ba pe foilaxa Pr kN'j flat of on in -lino It" Connect .ilh MJ - gangr rasill"t .edge gals 'alre- Rri roitoln glonds al uI MJ conneatront at hydrant, 23. Firs hydran'•:e to be poirled per City OI rppp SlonJafds. 24. All sanitary se »ef pfpe. shad be SDR 35 PIX ASR.! pY)34 (9rem in color). 25. All sanitary cower siTylcee shall be 4 -Inch (v) PVC ant located al ID' rm doslr rr « earn n the lot 'en ltrtn $..vice ciccnout per Oappell Delats. 25. Con(rcetcr +hail provide 2 - 6' a ill a b' thlck c roo ll pad (3006 PSI 9 28 days) rot Wve clacks red sanilvy seas crean"r1e foiling Oukilds or P, or or -, aPd d' -4" X y -4' plock oat pro,ided ;n paved area. Manhole. f wing in : paved area snail hu'. 9 4' X o {,rak but. 27 San seer s P ll be saojeeted to a n air test and/or Itakag6 lest telar la aC_eptante- 28. -t-toe w11 be r".kr.d to provide . - TV in TV 01 al. Sal Sewer doss pfbr to acceptance and ti tm.t f al test with 'AS-tull" drorngt at cpll.aetol pi,­, 29. 0 4' Sanilary Serer services ell hone a m lmmn of d (fool) _i't as Steen _plans and ma :Hum of 6' (reef) qt tote at the property I ona. The 4 3anitory 34- eye tonnectron for each [aortae sholf be enased in concrete per City of Coppery Standafd Can stru n Deta is. Olillly cent -1, to pain{ and "S' on - (after povin95 ndiedting ell Seeef _01 Ah 1plerd to flare 11-1 at fraperEy tin.. 30. Alt mwhdeet shall be equipped -silo 0 mpnhale roil pus ant alvrrv5ay Seal. WATER AND SEWER PLANS.. THE RESERVE CITY OF COPPELL DALLAS COUNTY, TEXAS L DOWDEY, ANDERSON & ASSOCIATi INC. 5225 VILLAGE CRi ON., STE. 200 972 931 -0844 KMO.. TESW5 �yWAA I_ LSL I 9 9004 a O�tvze'zQ• .16, k� T �1 0�� �O 7 L � _LL I �- g� +, F L i"N � --L I x.l c etfl L j [ L STORM _.. GENERAL NOTES - DRAIN - Proposed ,THE RESERVE 1 +ao.CO 'A' i - - Q- � VerIZOn aC2 �' 'A' NO 24' "Cf ,_ 8E IN 21 C >rlao.o 1 +7679_• + } 9 O R BIt 0.0 'q' V r -10.36 q L4a6e',t - REM VF, €x157. HEADWALL 24R.GP. 4 -inch bore 40 +2591 21" IN a1' 0 B a i 0 +4� A 9EOIN CONST4'XW MODIFY 'Y' lt1ET 5. Sheets SG 8 -14, 19, 20, 22 and 28 for drainage details. ¢ r 27 �� TOP 7493.78 Ep� 7y� r U� r r TEL cv�.i I�QA� II \'�. �' u A FIL - 498.29 92.20 N la £x15T. i2" S5 F _kiSP, A5P410.? T PA'J'NC o b + EXI 12' SS -- - ^ h 8, All concrete used for construction of storm sewer manhees and � - - +° I, 10. All curb inlets to be formed inside and out per City requirerronts. kk ._ N pipe size changes. - ..- L r t: w a• d no- T T _ 1 _ i I . � d • PAV. STA.0 +5;7,60 CONST. fj II » Nrr LiIV G u -- � 2 '�- EwsT rp• �,ygrEp t4' CLRG INLEY {,?�'� id E Ix a TC 498.27 , FL494.27 ./ 21 "R,C, P. - - - Ia 1 048414 "©" - 13' IN _.. - SEE - PC a 0 +95.53 "B" - " a�6a .y" R =aap.G -" .. -- ,-1 1SE_MOUNT Z,.A - - - - AV 7A 2+10.96 T.20 .f1 _: /�1 �ppT L•as./7 �.� COUR 1 2.2n 20 CONST.1 CURB INLET TO 496.40. FL 492.40 PT - 1 +94.24 'B' -- 1 0 .s 3 11 er ell a1 a. 17 i r9 P V.SYA. 1 +12.50 CON ST. a1 - 27 3c 2 1 T CURB :NLEY 99, 90,FL 495.90 -_ 3 1 L �" - - _ V 0.1 Br s 3 2 5 \\ n - 3 +825°5 ENO 24 R. i. PAV.5YA. 4 +00 10 OJRB INLET rC506.51.FL 502. / •Y_6 a O�tvze'zQ• .16, k� T �1 0�� �O 7 L � _LL I �- g� +, F L i"N � --L I x.l c etfl L j [ L p � .gyp 17. N T NJ 1 E T C N T U I c "P L r7 n r 0 r 1 A N0. DATE BY REVISION TN656. GONSTRUGTION PLANS wLRE PREPARED ' 1 ';"y 1 9 16 99 LH PER CI rY MARKLOS UNQER TNH RESPONSIBLE SUPERVISION OF WILLIAM i 1'�f 2 10 73/99 CUJ PER CITY MARKLP$ 0" ANDERSON, REOISTEREO PROFESSIONAL ENGINEER SO NO, 6208& - L 40088 rr7 �r4 T r . STORM _.. GENERAL NOTES - DRAIN - 1. Ali material and construction shot cooform'to the City of ,THE RESERVE -- i approved by City. fl jR �ES�ED - U�J d. All ditches shat] be tamped and Compacted to 957. Standard 4 -INCH BORE - - I I _ i _LL - 5. Sheets SG 8 -14, 19, 20, 22 and 28 for drainage details. 6. Contractor shall be responsible for rriaintalniny trench safety 27 VEI others and in accordance With City Standards, Texas State Law, and G.S.1-f.A. Standards. 7. The location of existing utilities indicated on these plans " 344 are taken from public records. The exact location arid + i elevation of all public utilities shall be determined by the „ Contractor to asrprtcain whether any additional fdcifitias .' other than those shown in these plans may be present. -- - 8, All concrete used for construction of storm sewer manhees and � 9. Contractor to use Gifford - -Tull "B -2" or equal for nit +° horizontal and vertical curves. I i z 10. All curb inlets to be formed inside and out per City requirerronts. kk ._ N pipe size changes. - ..- L r r1 no- T T _ 1 _ i I . � d • id E Ia _.. - SEE - -I9� ri -- 0 0 .s 3 11 er ell a1 a. 17 i r9 a1 - 27 3c s I on 1 L �" - - _ V 0.1 Br s �ENCH MARK; BENCH MARK; E7 " GUT ON SOUTHEAST CORNER OF BRIDGE ON 'Cl " CUT ON SOUTHEAST CORNER OF CONCRETE BRIDGE SOUTHWESTERN BOULEVARD OVER GRAPEVINE CREEK. ON SOUTHSICE OF BETHEL ROAD. - ELEVATION 501.94 ELEVATION 510.71 n - p � .gyp 17. N T NJ 1 E T C N T U I c "P L r7 n r 0 r 1 A N0. DATE BY REVISION TN656. GONSTRUGTION PLANS wLRE PREPARED ' 1 ';"y 1 9 16 99 LH PER CI rY MARKLOS UNQER TNH RESPONSIBLE SUPERVISION OF WILLIAM i 1'�f 2 10 73/99 CUJ PER CITY MARKLP$ 0" ANDERSON, REOISTEREO PROFESSIONAL ENGINEER SO NO, 6208& - L 40088 rr7 �r4 T r . STORM SEWER GENERAL NOTES - DRAIN PLANS 1. Ali material and construction shot cooform'to the City of ,THE RESERVE Coppeil Standards and SpecIlcuUons Unles3 OtheCwlse noted or DALLAS COUNTY. TEXAS approved by City. 2. All storm newer pipe shall be Class #Il R.C.P„ ATM C76, ' unless otherwise shown. U�J d. All ditches shat] be tamped and Compacted to 957. Standard Proctor Density. 4. See voter and sanitary sewer plan for cdditlonal information refuted to drainage and other utilitiy Construction. 5. Sheets SG 8 -14, 19, 20, 22 and 28 for drainage details. 6. Contractor shall be responsible for rriaintalniny trench safety requirements, in accordance Nith Trench Safety Plan prepared by others and in accordance With City Standards, Texas State Law, and G.S.1-f.A. Standards. 7. The location of existing utilities indicated on these plans " are taken from public records. The exact location arid elevation of all public utilities shall be determined by the „ Contractor to asrprtcain whether any additional fdcifitias .' other than those shown in these plans may be present. 8, All concrete used for construction of storm sewer manhees and inlets shall be 3,000 PSI concrete of 28 days. f 9. Contractor to use Gifford - -Tull "B -2" or equal for nit +° horizontal and vertical curves. I i z 10. All curb inlets to be formed inside and out per City requirerronts. kk 11, Use pre -fab 4Vyes at pipe ;ntersectlons and concrete collar at G pipe size changes. r r1 no- T T _ 1 _ i I . � d • p � .gyp 17. N T NJ 1 E T C N T U I c "P L r7 n r 0 r 1 A N0. DATE BY REVISION TN656. GONSTRUGTION PLANS wLRE PREPARED ' 1 ';"y 1 9 16 99 LH PER CI rY MARKLOS UNQER TNH RESPONSIBLE SUPERVISION OF WILLIAM i 1'�f 2 10 73/99 CUJ PER CITY MARKLP$ 0" ANDERSON, REOISTEREO PROFESSIONAL ENGINEER SO NO, 6208& - L 40088 rr7 �r4 T r . STORM SEWER PLANS ,THE RESERVE CITY OF COPPELL DALLAS COUNTY. TEXAS t DOIIDEY, ANDERSON & ASSOCIATES, INC, 5225 VILLAGE CREEK OR., STE. 200 972 931 -0694 PLANO , T"!" milli BORE SEE on SEEMS ISO p � .gyp 17. N T NJ 1 E T C N T U I c "P L r7 n r 0 r 1 A N0. DATE BY REVISION TN656. GONSTRUGTION PLANS wLRE PREPARED ' 1 ';"y 1 9 16 99 LH PER CI rY MARKLOS UNQER TNH RESPONSIBLE SUPERVISION OF WILLIAM i 1'�f 2 10 73/99 CUJ PER CITY MARKLP$ 0" ANDERSON, REOISTEREO PROFESSIONAL ENGINEER SO NO, 6208& - L 40088 rr7 �r4 T r . LESIONj CRAWN ICHECK 11A.4 L$1. 'IRAA i OQ 1 SHEET 99004 4 P AT17 ?in A i, STORM SEWER PLANS ,THE RESERVE CITY OF COPPELL DALLAS COUNTY. TEXAS t DOIIDEY, ANDERSON & ASSOCIATES, INC, 5225 VILLAGE CREEK OR., STE. 200 972 931 -0694 PLANO , T"!" LESIONj CRAWN ICHECK 11A.4 L$1. 'IRAA i OQ 1 SHEET 99004 4 P AT17 ?in A i,