Loading...
ST1002-PT120227 A copy of the approved permit must be on the job site at all times. I T 11 E • C 1 T Y • O F Page 1 of 4 CC: Applicant COPPELL Public Works Rev. 11/07 Permit File , k , *,: 0 Orig. to Project File A' ' 1S A s A pp l RIGHT -OF -WAY USE PERMIT APPLICATION Permit valid for 90 calendar days from date of approval Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. Date of Submittal: 7-2 7—i 2- Applicant's Job # / Work Order # 3/3/00 ? PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise /ROW Use Agreement) 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) (rJ Project N ame / Location: £f %c4• �. / C3 v - er A 04 c� h eS• `le u h el l'e h 22011) General Contractor: _ i I 1 oS / 6,1 1 J', f--/- Contact # R11 ` SL 9 Permit issued to Company / Representative: ihicog L P-1( 0 L I a l 1_AE PY la 1 c lc Address: 10 lc if LkTT - 011 • CA VW LIA N 1 TY Telephone #: c11 ';)3.- f ei I.1 Emergency Telephone #: /77, ° I a --3 inet Utili Company Represented: Oncor Electric Delivery ❑ Atmos Energy ❑ Verizon ❑ SBC/ AT &T 0 Time Warner Cable ❑ CoSery Electric /Gas ❑ Other General Description of Work (provide four [4] sets of plans): In accordance with Ord. No. 2001 -944. e /D rr lit: tie? Y i e L . i CO Pworil Pi J l i)-. C.S 7 40 It in efif> . c3 r e re y,_ / h b /cI `?0 v.) IN /S VJ/ 1 4 ei — 0 tite n / . Estimated Start Date 3-5 l 2- Estimated Completion Date* .3 3 5 % L * Completion requires submittal of Completion Verification Notice (see page 4) - Was contact made with City and /or utility companies to locate existing utilities? YES ❑ NO ❑ if NO, Reason: ■ - Is removal of existing streets, alleys, or sidewalks necessary? YES ❑ NO ❑ if YES, must have City inspection prior to concrete replacement 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. A rea(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- 304 -3600 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. I 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.) 2__ 0 7 - 7 - / '/Z— ,—.4--- t QV4 R.11 1: . Signature Utility /) % ' Representative Printed Name Date 15 ILL PAR Z.2 Sign o ontractor Representative Printed Name Date j / 4/4 /tle.ivit. -1../-7/ L ame Date Signature of City Representative P rinted N ➢ Comments: �mQ� d J.....4-f-- ,JA , e, Lk- a 'A /l Gz- ae0r i 9 4,6- 77°1 ➢ 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. Tariff for Retail Delivery Service Oncor Electric Delivery Company LLC 6.3 Agreements and Forms Applicable: Entire Certified Service Area Effective Date: September 21, 2009 Page 1 of 2 6.3.4 Discretionary Service Agreement wR 3131003 Transaction ID: This Discretionary Service Agreement ( "Agreement') is made and entered into this 24 day of August , 2011 , by Oncor Electric Delivery Company LLC ( "Oncor Electric Delivery Company" or "Company"), a Delaware limited liability company and distribution utility, and the City of Correll ("Customer"), a municipality each hereinafter sometimes referred to individually as "Party'' or both referred to collectively as the "Parties ". In consideration of the mutual covenants set forth herein, the Parties agree as follows: 1. Discretionary Services to be Provided — Company agrees to provide, and Customer agrees to pay for, the following discretionary services in accordance with this Agreement. Relocate 4 residential overhead electric services to underground, and one commercial overhead electric service to underground by way of bore. We will also remove 4 poles associated with these services. 2. Nature of Service and Company's Retail Delivery Service Tariff — Any discretionary services covered by this Agreement will be provided by Company, and accepted by Customer, in accordance with applicable Public Utility Commission of Texas ( "PUCT") Substantive Rules and Company's Tariff for Retail Delivery Service (including the Service Regulations contained therein), as it may from time to time be fixed and approved by the PUCT ( "Company's Retail Delivery Thrill"). During the term of this Agreement, Company is entitled to discontinue service, interrupt service, or refuse service initiation requests under this Agreement in accordance with applicable PUCT Substantive Rules and Company's Retail Delivery Tariff. Company's Retail Delivery Tariff is part of this Agreement to the same extent as if fully set out herein. Unless otherwise expressly stated in this Agreement, the terms used herein have the meanings ascribed thereto in Company's Retail Delivery Tariff. 3. Discretionary Service Charges — Charges for any discretionary services covered by this Agreement are determined in accordance with Company's Retail Delivery Tariff. Company and Customer agree to comply with PUCT or court orders concerning discretionary service charges. 4. Term a nd Termination -- This Agreement becomes effective upon acceptance by Customer and continues in effect until 10/21/11 . Termination of this Agreement does not relieve Company or Customer of any obligation accrued or accruing prior to termination. 5. No Other Obligations — This Agreement does not obligate Company to provide, or entitle Customer to receive, any service not expressly provided for herein. Customer is responsible for making the arrangements necessary for it t o receive any further services that it may desire from Company or any third party. 6. Governing Law and Regulatory Authority — This Agreement was executed in the State of Texas and must in all respects be govemed by, interpreted, construed, and enforced in accordance with the laws thereof. This Agreement is subject to all valid, applicable federal, state, and local laws, ordinances, and rules and regulations of duly constituted regulatory authorities having jurisdiction. 7. Amendment —This Agreement may be amended only upon mutual agreement of the Parties, which amendment will not be effective until reduced to writing and executed by the Parties. But changes to applicable PUCT Substantive Rules and Company's Retail Delivery Tariff are applicable to this Agreement upon their effective date and do not require an amendment of this Agreement 8. Entirety of Agreement and Prior Agreements Superseded — This Agreement, in duding all attached Exhibits, which are expressly ma de a part hereof for all purposes, constitutes the entire agreement and understanding between the Parties with regard to the service(s) expressly provided for in this Agreement. The Parties are not bound by or liable for any statement, representation, promise, inducement, understanding, or undertaking of any kind or nature (whether written or oral) with regard to the subject matter hereof not set forth or provided for herein. This Agreement replaces all prior agreements and undertakings, oral or written, between the Parties with regard to the subject matter hereof, induding without limitation and all such agreements and undertakings are agreed by the Parties to no longer be of any force or effect. it is expressly acknowledged that the Parties may have other agreements covering other services not expressly provided for herein, which agreements are unaffected by this Agreement. 9. Notices -- Notices given under this Agreement are deemed to have been duly delivered if hand delivered or sent by United States certified mail, retum receipt requested, postage prepaid, to: (a) If to Company: Oncor Electric Delivery 1015 Hutton Carrplltnn. Texas 75006 Attn:Larry Redick ONC R Tariff for Retail Delivery Service Oncor Electric Delivery Company LLC 6.3 Agreements and Forms Applicable: Entire Certified Service Area Effective Date: September 21, 2009 Page 2 of 2 (b) If to Customer: the City of Coppell 255 E. Parkway Blvd P.O. Box 9478 C000ell. Texas 75019 The above - listed names, titles, and addresses of either Party may be changed by written notification to the other. 10. Invoicing and Payment — Invoices for any discretionary services covered by this Agreement will be mailed by Company to the following address (or such other address directed in writing by Customer). unless Customer is capable of receiving electronic invoicing from Company, in which case Company is entitled to transmit electronic invoices to Customer. the City of Coppell 255 E. Parkway Blvd P.O Box 9478 Coppell, Texas 75019 If Company transmits electronic invoices to Customer, Customer mu st make payment to Company by electronic funds transfer. Electronic invoicing and payment by electronic funds transfer will be conducted in accordance with Company's standard procedures. Company must receive payment by the due date specified on the invoice. If payment is not received by the Company by the due date shown on the invoice, a late fee will be calculated and added to the unpaid balance until the entire invoice is paid. The late fee will be 5% of the unpaid balance per invoice period. 11. No Waiver -- The failure of a Party to this Agreement to insist, on any occasion, upon strict performance of any provision of this Agreement will not be considered to waive the obligations, rights, or duties imposed upon the Parties. 12. Taxes -- All present or future federal, state, muicipal, or oter lawful taxes (other than federal income taxes) applicable by reason of any service performed by Company, or any compensation paid to Company, hereunder must be paid by Customer. 13. Headings — The descriptive headings of the various articles and sections of this Agreement have been inserted for convenience of reference only and are to be afforded no significance in the interpretation or construction of this Agreement. 14. Multiple C ounterparts -- This Agreement may be executed in two or m ore counterparts, each of which is deemed an original but all constitute one and the same instrument. 15. Other Terms and Conditions — (i) Customer has disclosed to Company all underground facilities owned by Customer or any other party that is not a public utility or governmental entity, that are located within real property owned by Customer. In the event that Customer has failed to do so, or in the event of the existence of such facilities of which Customer has no knowledge, Company, its agents and contractors, shall have no liability, of any nature whatsoever, to Customer, or Customer's agents or assignees, for any actual or consequential damages resulting from damage to such undisclosed or unknown facilities. (li) the City of Coppell agrees that payment shall be made within 30 days of the date the project is completed or the date the invoice is received, whichever is later. (iii) The Discretionary Service Charges provided in this agreement are for Oncor Electric Delivery facilities only and do not include any charges related to the relocation of any facilities owned by a franchised utility, governmental entity, or licensed service provider (Joint User). The customer must contact all Joint Users and make arrangements to have their facilities transferred or relocated. Oncor Electric Delivery cannot complete the relocation /removal of facilities outlined in this agreement until Joint User(s) remove their facilities attached to Oncor Electric Delivery Poles. (iv) IN WITNESS WHEREOF, the Parties have caused this Agreement to be signed by their respective duly authorized representatives. Oncor Electric Delivery Company LLC the City of Coppell Gusto er S gn ture� Signs re �.s r �� ( k G/ �4y Printed Name + (� Printe yNaame� ( u� .c Jtc .� (/eS h rr �r / /O1C / rl TUe / Title > . 9 - / b f I 9 / l O215 Date Date REMIT TO and MAKE CHECK PAYABLE TO: Oncor Electric Delivery 1015 Hutton INVOICE Carrollton, Texas 75006 Attn: Larry Redick Fax: 972 - 323 -8925 Customer: Name: City of Coppell Address: 255 Parkway Invoice # WR - 3131003 City: Coppell State: Tx Zip: 75019 ATTN: Keith Marvin Date: Friday, September 16, 2011 Qt Description Unit Price Total 5 Overhead to underground services and one primary $20,841.61 Total Due Upon Receipt $20,841.61 c Remit payment to the above address. a> Please include the Invoice # on your check. b If you have any questions about this invoice please contact Larry Redick at 972 - 323 -8917. {Invoice.doc} MHorak June 2004 14064 (THU)MAR 10 2011 8:30 /ST. 8: 28 /No. 7600000688 P 1 4 NEMA 3 Electric, Inc. 4 591 Old Hwy 67, Midlothian, TX 76065 • 972-723-1180 • Fax 972 - 723 -1181 Contractors To: Keith Marvin Company: City of Coppell Fax: 972 - 304 -3570 From: Katie Webb Company: Nema 3 Electric, Inc. Pages: 2 Reference: Old Town Service Upgrades Notes: Please call if you have any questions. Thank you. 03/10/11 8:24 AM . O ..,. ,,.,:...,.� ... IME WARN E ..;w F,.u. O -', ", ,. �„ 'mo CABLE > C+�P! ' h `r + f •.. 11NRflR PfIWFR .{, i" ME W RNER - ^• * , T IME WAR NER . —" - -�R CABLE I ' - '� CABLE a '44, ♦ edsk : TIME WARNER i CAOLE\ .. �l,,... • .. •.. H *b. • . y .Jib 1 ` ° - 1. ERIZON M. 1. IIII P .4,... 05.14 1 .ONCOR SERVICE DROP TO DELI - '• 7,000 1.0 NCOR SERVICE DROP - $6,500 1 ,ONCOR SERVICE DROP TO TWO HOUSES - $6,500 1 ,ONCOR DISTRIBUTION - $40,000 1 ,ONCOR SERVICE DROP - $6,500 2 . CITY ELECTRICIAN - $800 2 . CITY ELECTRICIAN - $2,050 2.TIME WARNER CABLE - PART OF $120,453 2.TIME WARNER CABLE - PART OF $1 20,453 2. CITY ELECTRICIAN - $1,000 3.VERIZON - TO BE REMOVED AS PART OF RELOCATION ■ 3,VERIZON - TO BE REMOVED AS PART OF RELOCATION 4.CITY ELECTRICIAN - $400 ca 0 2> .,:. � , . , .w. ,x a6vw = . „ " . >s - . M. .. r,.. TABLE ARNER , 414; ONCOR M C / ° :, NCOR . . yyy,,, .- TIM WARNER \ f ax II j, TIME WARNER �•.„ • _ .::. ABLE ye ,,.,.,_. +.: ill I VIP 1 .ONCOR DISTRIBUTION - $15,000 .ONCOR DISTRIBUTION - $35,000 1 .ONCOR SERVICE TO FARMERS MARKET - To BE 1 ,ONCOR DISTRIBUTION - $38,000 1 .ONCOR SERVICE DROP - $6,500 2.TIME WARNER CABLE - PART OF $120,453 .TIME WARNER CABLE - PART OF $1 20,453 REMOVED 2.TIME WARNER CABLE - PART OF $120,453 2.CITY ELECTRICIAN - $400 , , A 51 6 r 1 M ' W�ETHE ' a... 2 � a .. , a I s, ° E w >1 + fN HEL W BETH L - r I " rT 4�6 ' o a ..,-,.1 �I w• B , , w ` O. w ,Y (� „ W BETHEL RD rr O 0 ' 1 0 ' . 04 ri•T 6 * 1114 Fz' ' N. c w : - ,, ',. , ".. L 4 1, " 1k a ' • 1 ' 417 rei c, :, +r9 t" toll .., N Z 4 , ' — 1 ,ffp:, ■ 2 =, 4 s.` .; T x �, Q y MAM f D 4: • %.y ` ' t a I' I it 61 CO PPE LL K ♦ • � S, - ..# r It RD ,1 O sf s1! ':r, ■ .. , v eM� o xI °n K w_ _ UTILITIES m eroER MARES PRIOR ,° EXCAVATOR. ���,. �m ol� AERIAL CROSSING BURIAL S GALE: , = 5D FROdECT c n m �, A..r e T;=::: I DOSTNG MU, DATA AND ALL OBSTRUCTIONS SHORN ME !MOWED FOR INFORMATION �. nMM, c«ma•r o-wl o e� °>-mm rxE Orr s NOT IMPLY oR ASSUME ANT ACCURACY e ,. == 1°° c° DESIGNED: KRM PLAN cnr AND ARE SHOWN u ACCURATELY As POSSIBLE. THE CONTRACTOR is uunoxEO rxAr C0 REmoxsewn FOR THE OF rx s DATA ^°"""'0 °'a/1 ° ° °" s. n�E cwrxACran is ro weirr rxE LocAnox u10 Eicwnw of rHr Exisnxc ununcs °'M"° °=M°' eII �';; PRIM ro cwsmucnw. __ DRAWN: KWR SHEET e.=<co..,,�,�� DATE MAY 2011 Sec c wr �,I,... <.,, 1 a,an.S - emo IN ACCORDANCE 1.1 THE arr or caPPn. s ocscx srSTANDARDS Oo„on raa ew Am.,w) e, /e°, - sa,. MD snEranunoxs. __ 51 0 25 50 3 •.n (m.,,nr mom,) a / °es - sV aeZ — l r _ CITY OF COPPELL LM• L ° " a n Po°oo�ri» -' 50 ,- e =gin • �� PA TH:.wxv.�.,•,vE,•L ewI MaML �a xe:�, ...uFr„oK ., . • A • • I. TY T XA 1 of 1 1 Inch = 50 ft. O f 5w CM �- ?0A eo 1 Q . r WHEELICE H. WILSON, AND WIFE, RUBY N. WILSON I y VOL. 2845, PG. 193, D.R.D.C.T. 1 5 I 0 � E BE 1 &j � � Z STA 1 +97.34, 21.71' LT CITY OF COPPELL, TEXAS, VOL, 99203, PG. 3079, D.R.D.C.T. ag,1 ` - I & C v v STA 1 +80.76, 7.00' RT CONSTRUCT: REMOVE 27 LF ., I i t l; a - 11 I ^ CONSTRUCT: J. 1 -4'x4' DROP INLET ¢ I -36 "x36 "x21 "x60 WYE T01= 511.11 STA 1 +89.30, 7.00' RT OF 18" RCP a • `o ° g 1`1 1s P' \ s 1 N= 7033449.26 FL 21 "= 507.11 CONSTRUCT: !;.elg 3E 1 s . E= 2426950.77 N= 7033433.59 1 -36 "x36 "x21 "x60 WYE— REMOVE 17 LF m <gp 111 11 / N E= 2426979.99 N= 7033440.73 REMOVE 19 LF - g €� e I LLLU U '. E= 2426951.04 OF 12" RCP W € 1 /2" IRON ROD OUND 0' 12" RCP . e (sr 7---- 0/H TE ' -ONE SERV E — — — — O C3ka €o r t " g (!MOVE 1 f" lF A ' T Ot o ',VTR � k6o 'r:, a D wIR (] • FIRE CONCRET i lle c M • - \ 1041 _ + yJ h O o � 12'' I$1'DRA SET71 _ _ • . ! _ _ _ _ _ O OHE — F L.12 RC�N�13.39 1' \E - O- M 4 I � I -•�"�_ ` • i"RCP- 513.06 ------ (iIf \ �'AT o 7•Lis11m. EWE ..-- to E 0/H TELE• •' F o 4 A • a ^O� 00 S SERVII OD ASPITAL>— 3 +00 COPPEL L R••EKTY L R PER DEED 4+00 _ 0 20' m""Ne • W ' '/ P ROP . SD L INE AA -' RC : I 1 o Z _ _ .,.....�. - : _ _ SCALE IN FEET IIM f ., 1..12 "PVC -' .; ' U -�- o OHE— _ r 4 , 1� Ii ism 3 ' � 2tir. . • . �� U NOTE: Z __ lit ' •= 513.17 4 � � , IN � - � ' —_'1 �P �,(�• _. --yE- -o • ER H E � F— SEE SHEET SD -7 FOR O 4 I- 12 P c o J -i 1 - yH —, —OHE ,I - SPRINKLER MET O NCR ET � Q LATERAL AND CULVERT ei _` m INF U q Q L 3 1 2. 33 GRAVEL ° WATER TTEERR z v L.12'RCP 512.8 -/ - 1 2. STORM DRAIN LINE M METER ! i EMBEDMENT SHALL GE IN t o ' PRESCRIPTIVE RIGHT-OF-WAY E ACCORDANCE WITH CITY STA 1+97.50, 21.21' RT c oNCRET: OVE LF TO BE CONSTRUCT: REM II E 36 LF REMOVE 23 LF ABANDONED. TORS OF 1 RCP OF COPPELL STANDARD I — a CAUTIO O F 12" RCP OF 15" RCP CONSTRUCTION DETAILS V) c I ASP 1 -4'x4' DROP INLET SHALL EXTEND SERVI ES REMOVE 18 LF CON CONSTRUCTION T DRAIE LINE Q EXISTING UNDERGROUND I / � � HOUS T01= 510. HOUSE ( AS NECESSARY Z UTILITIES IN AREA CONTACT ( / I OF 18" RCP EMBEDMENT. 0 i UTILITY 48 HOURS PRIOR TO FL 21 "= 50 Lil z CONSTRUCTION. N - N= 70334 32.08 HOUSE I Q C.� Z CONTACT INFORMATION c SEE GENERAL NOTES FOR °J ESTATE OF W 0 c z E= 242693 ILI w - a JAMES ALLEN COZBY HOUSE h J E V JALALKHORAMI w NEDA JAAFARI ° VOL. 95082, PG. 267 y s VOL.88155,PG.2360 N D. R. D.C.T. ? CC No.200600348863 c PROBATE COURT J Z E. D.R.D.C.T. RECORDS, D.C.T. w E. a JEWEL J. KIRKLAND, VOL. 89082, PC. 1053, D.R.D.C.T. = LOT 1 BLOCK A CONOBOY ADDITION d I- > N Q U 48.67' - 0 D 0 DC <4 o VOL. 2004237, PG. 13, P. R. D. C.T. v �I O 0 a — -- - -- - - - -- I 0 ° o% - Lt MI <55 0 o�Z I IEEE ��S 525 — of r 525 0 cn — Z . Y J J J m °4 - 520 gv foie 520 _ __ - - m 'O v cz a —_ E GR•UND 0 c _,_ a. I (D b 0 °73 N 0 0 -- ___ __ —. _ - + M Ls: ot 3 el \� / 4 F lt R, 0 ZO ,7 , _ ° o, 515 + �— — 515 n 0,roQ — -- Ml� -- e ° o 3 o � ~ W e - -- z D_ - c to F N z < Oico ' 35.69 c% _`_�� _ __ F-� E o oLL i 1•O -GL N S ° r l' a N J 510 N � � E� ;' PRCP�Rt70'N0� $ L1..I 510 0 2 \ g3 W Z o ILA Oa z w o Z— — —� -- - - — - - J - m r v 3 J Y m o °N� = 505 • ova 505 J = — Z -- U I �c () -- 407 L-F-OF 36" -CLASS--1 RC? 0 .147, � M _ _ �.� �C_ — — -. r s Q J L � , C._ a _— ____T — — 500 N._ _ 0 0 > O - a 500 _ N ° ,' I .. -� C In C ,n r . ; ( °L • 1 e r 3J.90� NIP v =4.21 P` 5 o ma.. • 4 W ��¢ 495 �'.h- - .Mi��rrr. 495 o w N z m.c.., < � ' _ HGL ®0.26 / - N pl . Iv w id U-I d •p 11111,7 • ■ V) 7) IDn �O �� LO LO LO Ni SHEET 4 nOC: � � � 1 I ____ PM= Lo IAN .-l- LO� rn LL w a 490 -, u l .o U- U-LO In Inv) , ,' co tl In I IA IA LO In N In v> u1 v> 490 SCALE: SD-2 a 1, — ^� HORIZ:1 " =20' SEQ. o aZ� � 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 VERT 1 " =4 25 OF 48 Date: Sep 17, 2010 - 10:12am User: ank File: NNE \Drawings \CV- DRA- PP- STON01.dwg L, " - -J' 1 .°21/ WHEELICE H. WILSON, AND WIFE, RUBY N. WILSON , 19=1-2: I. I o' ' II VOL. 2845, PG. 193, D.R.D.C.T. > La § BEGIN TEMPO a' 30" 30" HACKBERRY /30' STA 2 +50.00, 0.00' RT - 6 FYMRC TRAN:I N C END TEMPORARY p ∎ m CITY OF COPPELL, TEXAS, VOL. 99203, PG. 3079, D.R.D.C.T. g 2 �>_g t� Z MATCH EffiISTINe 1 M T 6" HMAC TRANSITION La Y - z§ • N= 7033517.29 CONTROL POINT #1 � = I 0 � DAYLIGHT LINE yg % C E= 2426955.63 BEGIN PROPOSED PAVEMENT „ 1 • • a o , a? -.. . 1 N= 7033507.25 N= 7033380.27 o a 3n z ® RELOCATE POWER POLE s �. z . o ; f . E= 2426990.59 s 1£ E= 2426959.95 + ¢ HOUSE CO o (BY OTHE - a $;fi ¥�„ TA 0 +96.84 COPPELL ROAC ! 1"N + 20'R • EXIST ROW s ' g = 1 =8 TT TERSEC 1.1 __BETHE� ROAC ¢ L ti l I 4'x4' DROP INLET 77' LT �= G F N o _ ,. X ' �s f 11 ® , _ 1e id i.:::1''' 3 = 0335 3. W ti T01= 509.57 ME TER E= 42¢� '' II a" ELM /35' J 1 EX. ROW 111 0 24 "MULBERRY /40 � •3 -• >, °• .: < " � ��^ NOTE: 0 I° o ,, z i. 1. CONTRACTOR SHALL ABANDON EXISTING 8' • •WER 2a My L /35' POW R POLE '6 "IAULBE. /so W R ��� 4 4 .. - 07' F /L,12'RCP 512.77 • - 1 METER ^ �i • . , , F, - O WATERLINE AND RECONNECT ALL EXISTING P• ES FIR: o' �f--� / r �'�� . • • + (Ni `mi SERVICE LINES TO EXISTING 16' WATERLINE. li d 4YDR • • • 1..1 �" p o • 7 -- 1 " 51 306 \ r F /L,12 "RCP= 513.39 gm. Lo I yN NEW SERVICE CONNECTIONS SHALL BE I� % E ® '� NO R �.` . R. 3 R MET FROM EXISTING METER BOX TO EXISTING s�w / F1L 1; 2 ,� 16' WATERLINE. SEE SHEET WT -1 FOR ' 7 ^ -� , - - - ' .� - ��W`= • •. • ��= Q -� § DETAILS. SERVICE CONNECTIONS SHALL BE \ ie,N -_ -__ R. ".IGre �� fir __ ii INSTALLED PER APPLICABLE CITY OF 10' 3 +00 COPPELL ABANDON WATER METER I- Z COPPELL STANDARD WATER SERVICE .• 2 +0 0 • Co D - 4 +00 _ 5 W TIM INSTALLATION SPECIFICATIONS AND DETAILS. 1 ( r _ _ _ IL m 1742.34 _ W N ^ p m • �,1r "J' _ ecnl.yp� anon '•Ire W 11.I *" , F /L,15 "' - CP= 513.11 i 16" WATERLNE S1 1 4 E 8 W LINE 0 2 0' 40' oNa 3 ° Z = SCALE IN FEET 3i 3 " '� .� 10 , MAIL BO 10'R 1 o'R (TO F L 12 P 513 ,,L�., - r - TO REMAIN (TO BE ABANDONED) 10 R 10 R _ J V) �` o v 1 PV :: �_ M / _ aNai , „ ��� POINT TABLE \ - - _ � . F , 12 "CMP= 512.57 \1! r �7 %A lYI MMi1inai � _ LL , /CTS " RC P =5 1 - = w J � I � /L PVC -.. �• •- � 1 V • - - L� ,, -- ! Q` E PNT. NORTHING EASTING DESCRIPTION q � a P- 5 13.17 ( -_ ' ., -; 1,_ w Z V! cc M 100 7033516.20 2427009.88 HMAC TRANSITION ? ~ 2 ' •' , WILLOwS i � � ��'•. '1'� _ GRAVE .� Y � MET " e CRE Q i Fl= 12. 3 a ® 1 • �` MEi I I o LE v �� " c z /1 A�'EM RTL• CRAREMYRTLE L 1 • 101 7033518 2426894.25 HMAC TRANSITION I 1 50'R ° 6 MULBER' � ` I "'JAI OwLR i ' o a ° � • 61E POLE � �' � L,12 RC • EXIST R.D.W. 12 " PECA /30 C.) � � � Z o 102 7033258.84 2426987.31 20 PC I N °SHR ° RELOCATE ' '`• CO c ET: ,'w j 0 i' 0 m- o Ili Q A`i - --Q ti EXIST �e1 :. - G. z o ADJUST WATER CRAP YR LE EXIST R.O.W. R z 103 7033240.49 2426996.21 20'R PRC 1 ASPHALT M =TER co = I VALVE TO GRADE REMOVE AND > 1 Z o DAYLIGHT LINE RECONSTRUCT o c 1 J ^ STA 1 +97.49, 25.24' RT HOUSE M 0- HOUSE +_ w - EXST Z �) CAUTION!!! Z $ J� c 104 7033225.81 2427003.33 20'R PT W c' + o w a MA OX 0 m o =' ¢ Q ! 33 4'x4' DROP INLET a '. z o ° t 105 7033218.69 2426983.05 3'R PC ) f �. n T01 =509.57 _, N �� '• ° HOUSE z EXISTING UNDERGROUND o 6T1 m w -) < r- ESTATE OF - ° p UTILITIES IN AREA CONTACT U1 Z + ° 106 703322 2427000.87 PARKING CORNER I I > JAMES ALLEN COZBY HOUSE 0 UTILITY 48 HOURS PRIOR TO Q ov a JALAL KHORAMI NEDA JAAFARI ro CONSTRUCTION. La Lij Q Lc) _ VOL.88155, 0 ¢'" 107 7033472.43 2426969.26 EDGE OF PAVEMENT VOL. 95082, PG. 267 ,4 CC No.200600348863 F - - SEE GENE NO TES FOR I - ct - °JQ D.R.D.C.T. a PROBATE COURT COURT '•' CONTACT INFORMATION D.R.D.C.T. RECORDS, D.C.T. inch J °c 108 7033467.92 2426943.17 EDGE OF PAVEMENT 'x- JEWEL J. KIRKLAND, VOL. 89082, PG. 1053, D.R.D.C.T. .� o LOT 1, BLOCK A, CONOBOY ADDITION Lu 1 J +av I o ! 0 VOL. 2004237, PG. 13, P.R.D.C.T. 0_ 1- j 0 °� + 0 D &Z 0 0 > 0 z ---- _--- - - -_ =IN _ - -- _- o V) Q W ci_ co �.4 N o g - ��� OW "D L � ~ > � J p _oz.., 1 3 . - I -i. - -� z o --- v Q Q 4,04 WWWW rn � 520 0 <I 00 t 520 =! -U _ GRAI : g � a 'v RA � -- © � p �dE' MEM CC o a ��� �IN � - - -- • i "la _ �� ROU D A LEA ROV' _ _ ._ J J • .0,... 515 • _-_ . _ / 51 CL w i OV' a. 5i . AligiffiraltilIMIIIIIIIIIMIES1 --- --- - L r O 0- $Ati' a_ - 510 U a ..- ' : ] w =- ---- - --- -- -- Q g U ° ° - 8 0_,, I W a C7 F-• . a M -- -- a rn _ vi e{/ / - ___. O 1 �_- W 4 505 ©����■■��_�N N N N V1 N N 505 O p, N o/ ------ - - - - -- MI - -- -J U U .t' c V o �z _ - - -� • : �I • w - -- m m n ri 520 F V 5 2 0 . 1 , ��� ,�{� P ' .�1'kl19 - ��� a Q > -- A� - i� ��.. ®� 515 ° o >>` 515 . ND AT RIGHT ROW o 1111 �-- _ _ i* --� - - -� - - E ° ; N 2l-Q V D �t �Z 43 510 - E • • 1' � �� 510 o 0 zM . NSITIo �' w FA 1 ..- 11111111101M0111 MI N - NM MIMI E2 o - • .i c.., h ri --- a ", ° n _, M SHEET 3 r -it 5 0- 505 © -ad- "11.11111111111111111111111112111111 Mil= In In N N - -- c' In In F, 505 PP -1 I _ ' e?' 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 SEO Q' � 8 OF 48 / Date: Sep 16, 2010 - 3:18pm User: chre File: N: \IF \Drawings \CV- RDS- PP- ROADO1.dwg ,, , (3) *.,(1 Pfi 1 sT r , t I ' i / ' I ' 11 CONNECT 21" ,V1 : 1 i i . i 1,,q 1::NC.1 i / 1 I ! / I 1 ' ._..._ LA, . INSTALL IALT 6 , _ ASPHALI ' ' , - 1 !..-ZP:li, EX 21 - L. :_,.' c ' 'LI- 56 LF OF 21" RCP "'"'''' ' - - -- - STA 1+49.21, 19.72' RT 1 STA 1+37.83 GADJUST SDM - r . • . 1 CONSTRUCT 1 - -------- 0 1 .00% SLOPE -- - F / 549.38 .„. 6 E .$:. ei FY* n.st - - - 7i- a r1tRR., /3, CONSTRUCT • ig TO PROP GRADE ali 11 ':!'1,-;;.,6, - 1 R N SI C = U P 7 E3 0 0 T 3 ( 11 T 3 PLUG WITH CLASS o.. ' '' ei m• ------- - -- . . _ WYE _______ •W E-2426950.68 l• ,,.- ■.M.-. ni 1-42 x18 x6o ,L#„. 'ci B CONCRETE i . 1" li I icv • 1, STA 2+10.81 ,, L, CONSTRUCT ___--- 1-5RECESSED CURB INLET - . .. _ TO1=511.54 HISMIlia N=7033526.70 --.____ _ ai ................ E=2426813.08 ,„, 4 .■ , ...Nx 1111011-5 SQUARE SDMH E=2426801.52 11011 , 24 \ Eim ,,,,N=7033547.59 A 1 3 1 01 2 a ll k -- CAUTION 061 ' ' '''' v• E=2427006.56__ 1 4_ !!! . 2 V'. • , cu. r<5• kit.' ' - - w - N=7033526.04 / 54.00 E=2426740.10 w --- w . w - - sr ...... ........ .. _ ' 16+00 \ 4 ` -';vI' l' '• ' ---'''' i rFL - 17+00 7 - - _ - _, 7...: BETHEL ROAD - w - BETHEL"ROAtOt , 'I 9 - ' - . REMOVE 12LF OF es +00- - ---- ^ -51, 50 94* EX 36" RCP 1 < CONTACT ULIT( 48 HOURS ITOL-04110-s EXISTING GAS MAIN IN AREA ACTI .,.0. "' --- 1•FINT" - ":" . ReP - --4--- - ---"- - NsTALL 12LF OF PRIOR TO CONSTRUCTION AT ---;.' - ' ' 4 7„ i 4- - ......= -. -1- - -. .0...-___ _ , 4, - - ....---... - ''',I:If 42 RCP AND CONNECT TO ASPHA:r p0At 1-800-344-8377 . -- . ,./. - - ___ - . __.., ___ _ . ,. .___ , ,.. : L 'i - i. . - --- EXISTING JUNCTION BOXES Agtq i,,, , STA 2+47.91 -- LAT c7 StG1 , - ---'' tn • -, MAINTAIN EXISTING FLOWLINES - CONSTRUCT i r--- --'*-------)".'' 111 1PV 1111 " - -• , / -r , 11111.e...AMME --- -------- - - _____EL • Id . C•ATE - . • _2-36"x21"x60' 1 N=7033488.96 r E=2426741.25 - - - -- - 1 GRAVf.f. En - . , c r ui, ii ' • MUM - - ''' n ,; ..r..74....-4.- ,,,,-- - : gi ;.- >,.., , 1 Iprir_ i ________ l !i CONSTRUCT l' 7 ,, 1 STA 1+42.47 '' 1-42"x21"x6Cr WYE • .r . E N; 2 7 4 0 2 3 6 3 8 5 0 2 8 6 . . 4 6 5 6 L - LitiiLLYIN - 1 1 i __, ' , .. \ .. , , S , .- ' STA 0+00.00 1 , , , i - , -- - M -- I CONSTRUCT \ CONNECT 36 SD LINE C TO PROP , I ' \ . 1 4 A. ll i N •A' " \ / E2426948.09 1 42" SOUTH COPPELL SD LINE 111 S i 1 -42%42"x45* WYE SSICN Pr, _ " '- ( CREPQ - r- N=7033534.36 I = Pc7.1 ■., - i CONSTRUCT N vie 9 lux g cg ... 377R 11.2 - . - ..= ISS.7 1 i ill 1 I 8(11 P O 1 Ni t; I 1 r ` :* J'APMAPLE1.2 1-10 RECESSED CURB INLET 2: ' I) 11 `` ' ' STA 2+54.85, 12.00' RT I i I 3 Li AC PAD j STA 1 11.28' LT CONSTRUCT 1 . .L. ', 1 1 . STA 0+08.92 Fclite , , 4,,1---I .1 rt. IA'. ' ' '-- T 1 -,.. 1-10' CURB INLET s 1 1 ,,I 1 i 'y I CONSTRUCT - ivINI7NOLL . M 1 TOI=511.54 1 1-42X42"X45* BEND F :j.,... A. , m:_ NA--707 ,,,,,,,trw.ii„,ith___ . _ . L. 5 ..,L I / bi ;.:". i l l . ''''' ■ N=7033527,86 r6'' P I t 0 20' 40' TOI=512.28 1 1 wATER TANK ■n!!!!nil N=7033481.65 HUIL.DiNt. E=2426802.03 . I niefiR i , : ' i %„ . E=2426729.48 M 1.4 ii /AUPON C , /t...115 C(N)`,10 11 - 1 - 1. i . ' ___.\-- -- --. E=242694199 1 SCALE IN FEET :,,,,,..) ; I, C L4' i 1 Ce v) r/L,1Pp(s).512 is 7 1 141 L.LJ STA 2+54.84, 12.00' LT [ i '''' .' - - is '7 wu-..Yz, 7 • --f4-=...7k,-- O. , JAn[ ' 1 \ ° o 1 (.coo 2-6 ■ 8 x CONSTRUCT z. '; / I . ',I -', ., 1 1 .;scA cl i + 1 - : -- 1-10' CURB INLET ,-,I :5, A., , ,, 1, , 7 . , if . .. , 1 / I ■ ,/ 0 ■ ! i 1h -i ' ' * . r .=- - , p -- -7 -- -- -- 1 1 LL-I Z TOI=512.28 ' 1 , ■ 1 ,' r - - -21 ---;'' 0 1 i 1 h I 1- 1 Li..1 N=7033482.41 E=2426753.46 1 STA 17+85.65, 98.46' RT -..,. - 7- , < ■ 1 il I M 1 :i . . C.) i i 3 . . BETHEL RD i- ( LAJ w l ' I STA 18+23.41, 98.31' RT E. t ,, CC ! REMOVE EX "Y" INLET c i I i ! r BETHEL RD 1 ' ' CO > 1.1.1 I Z C _ , INSTALL 1 - 10' CURB INLET r D - , ' ,, I Z I 1 I (-1) 0 co m i , CONNECT EX 21" LATERAL I . , , t __I 1 i ,./.' REMOVE EX TEMPORARY 5! f '1 GRATE INLET .0-kr. 1 1 I I„., 701=512.24 r.,1-zr _ , ; 4I . r T INSTALL 1-10 CURB INLET I NOTE: ' w ; 1 1.-I ,., .NAINL INIc FE NCf : FL=505.62 L_ N E:27402363944314:2656 a, - -- , n - CONNECT EX 21" LATERAL ri.',2- , ' .... I 0 - ' 11 I T01=512.24 1. STARTING HGL OF' 509.42' FROM HGL ANALYSIS OF COPPELL ..I _I Z 4.1 - 1' '''' ' FL=506.69 1 0_ i 1 c. I .- . ,,.. C.) ROAD SOUTH PLANS. a. - ---I / wrx, - 5---- -- _ N=7033435.07 I 5 •CC C P --I L.L.I ( 1 - 5 irx 1 I I E=2426977.25 2. SEE SHEET SD-21 FOR L Li I I - Cn i . i WILSON. orpct c.> IJ Cr LATERALS, 0 PROPOSED At.00K 2 L. rj‘ I A 1 ESTATE C.* , , , I VOL 284S a- 0 ! 1 JAMES ALL JE,N COZB Y VOL 8855 PC.2360 I 1 ! II -,... - . . 0 R po u_ o a_ I __ 1 RAME PRORATE COURT ' 1 0 1 o ,- - . ,..._ z BL DING RECORDS 5 0 , 0 C.7 ■ _ 1 UI i 2 i. 1" - - - '1 D Ct I , 10 ',IGN ,, 1 1 r , - 1 ' ! W 0 j ASPHAL T F'ARICINs • . ■ , I Z 1- I-- w 1 1:::; I , ... FRAMF --- - _:--- - - ■ .3t 1 Bul E,NC, 1,_ - CD < t' LL SCALE: MATCH LINE STA 4+00 ,C- HORZ O I SEE SHEET 59 VERT:1"=4' 520 0 Z -.1 z I 520 T I j_ r . I otco -4aas as 1 ! _. ______ , „ , 1 : i w. ! ! ! . 4 , gi, i , ____ , .• ,. 4 4 . 4 - - 1 ----- ve*C94 L ts 1 1 0 , - '---- ' ! , i • 1 a o i , . I ' -' --4---L- - •'" t Otal *AN di 1 I • c 1 , . . _ I ' [ I , _ .1.. _,6 Ei " t _I _' _ .i. 1 1 ._ .._ _i______ __1,_ + . .____... t -- . ... , 0.,6,10 n „ , ,- , - -4-- - - -I- -----k I - - -42. aztx - 7 ------- 1 i 3 ,_ ? i: r ____ _ _ Ftto GR I-- 1. Ili 1 qm 1 - I ' K 2) _ . - I f i f" i ■ I -t- 515 ____ c. 0 515 h______ ______ um _____ irdmel • I i .... , -. ' ---1---- -1----- - -- _8 d „, 4 ,„ , ,., 4 EXIONG ;GROUND , m.. as ' I __L , 1 .1 c) d ,u-I I I + - I z _ - ' 1- - 0, _ -- - --- - -; - - - cc, .1„ - r''. -: - 1 - - - -- - , : g z • 2 - ---,... II 1-".. 1 0 R ,_ _ , .,_ i _ 0._ i __ I__ _ _ _..,_, __ _ _ _..+ _ __ 7 _ _ _ .___ _ F L - . 7-i_Mai ---- - -.- ' - 5 t aninimm............ 1: ' , F. gggzNk ' -------.1111.11=1111111111MINIMIIIWIMS1111111114.___ i 510 0. 1 i , • : 7--- 1- _., -- - - __ + - . . + I L.. L. ...__._ _ . L____:___ _ i _____ !.. 510 _ IMEMEENAMMI ___; _PROTECT ' EX .16" WL .__ __ _ H I c 6 0- ' -1-- f _ .4_ :I r ..,__ I 1 ;_ MI 11111.11111 ----;------- . 1.........---- _ _ , . _ __._ , . ' ■ 1 i r ciA3s in,Rcp _,_ _I st_L I: z. FIRoxri_=57.25, 1 ------- H I 1 ....1 mii LFr . •_.4 -- + i ■ .e Igg ...____ _. 'L - i -i- - - ---1 f r ; , - 250 t. 42 , , 1 , -1110 ' . 1 _I ___ 505 ..7T5i; g 11' 505 • , - ■ I i IA - i ----__ - 8.s13 - . ■ _L__ 8 r z ■ , I . -4-- , 4 - - - I _ ___ _ _ 4 , , I ■ I ; .5.-- o co -I - - !- .--. f . 5 , - ----- --- 1 , , , . _, , , 4 1 I 1 , L .4.. _ , _____ ______,,_ .. ______ ___ __Lv ---1 -E 211 i -- -- -----t-- -- Ow ilfitar ' "Ii - 1- i- -- '--- -- - 500_ 8=4 5g$1 500 i 0 4.07 Ps - _ . _ 1 1 .. -.. , :._ ....il _..... _,.. , ..,.... ; 1 i , ] . - i- .4. I i 1_4 A . ' _. _ L._ __1„____T. 0 ...0 __I__ .._ - -- .. .::. • p atc .t.c.. :Je _......-1- 1 i -- .--, Mit • Mr- 1 - 1 . - I 1 -to-- - . - 1 i • d. fru -LT,- -1 t, , , , !. ,!,„,... i Ha • 0.2,1 , z - - i --- --, w ' • d sx - 1 1 11 1 __5q,_. A__4_1,Ter . • - 0.4142 1 ::: 1 1r -I - 495 11-... 495 -- - =11 - 11: "1-- : b 18 Ro 1...zu.11 8249112723__ IQ,' g _iii c''''''Ell t- ..... I EMU ± to to ..:‘,EI • STD 1 • - 0 . : csi "4--2m D N: coV1 _ 1 i c°c4 65 !c“ --1- •-• • 1 ............. L .... k, -4 ' E ----- --- '--- MO 111 -4- .4„..;;1„_3._,,0 - ---z, i • -,--,,,,...------ 9., r)---4.-,-,-=, ' + x , i --- + ,..?_`' ___ v . I 1 ......_,:i......._ ! 7) ' g *01 - I Ir• 4 ,--- ■ it 4- ■ ..0. .- 'C''CNYI'd . .1-____T____ I-- ... SHEET SD-4 PI 4 -----1-i 1 rr , m , 4 _,, r .r. - I ' 'I ,_. L.- 1 , .4. . , , , - - . I _., 490 -- -- -- --- ____ • 490 I I 1 ' ,.c.ti r' u,17 1 , ce SEG ...-.., 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+20 I 100% SUBMITTAL 58 OF 140 P.A. cite: Aug 07, 2011 - 3:56pn User drp Foe: N:\,IF \ Drawings N, CV-PRA-PP-STON04.dwg x _ - '." ~ 413444;6111 ~ . ,H1 i t r INSTALL: ' ,, 1 II ' z..■ ••' PAV STA 15+14.71, 26.86' LT STA 16+65.69, 36.78' LT ; I ' - ' A t• i a .??.+;‘ 4.■ -J ....... SE7TERS 1 E=2426,668 28 CONNECT TO EXISTING METER _ _ __________ ____, / I rl i z •i ,10'• 1 ,,, 4 1 I w 276-14r-7; j Ak '''' 0 4 -r..-n-- -,-ii . s '' '' . i LIGHT , on COPPELL ROAD. min . ti ....-,. -- — - ,, ;-..'.--_.!:',--...-,..-.-_-_-_-..,. ,._-_-.: ! , , , , , L , 1- ,... _ __. 011.0. Oa imanIMENVIr. --, ‘111; ,i - \-- ...0 0 .. woo.... ,. HOURS PRIOR TO CONSTRUCTION ' Pr ". •_,W.-1 7 I i : : DMA tret CLL. it's': 7 A Fel 4.3, , PAV STA 14+37.10, 7.49' RT ' / , (-- a A . - ' ' rE", kagfaES"1:4214":"S":2:::: ratan MI * 411 , k GRAVEL ,,.., , , _ , , , 1 SERVICE TO EX LI , A1 L , E :..___ 1111_ 1 11i v i ,; 1 ' -- - a -, ' -, - _ --4, I; ‘ . E=2,426,641.19 . 1.4 I . 1 L'' 1 \ IJ- VE RIFY IF EXISTING WATER METERS U-I : I ' I 1, 02, 749' RT I ,,, 1 - - N•-- 7033,507261 e, ARE SERVICED FROM THE 16" (1-1 0 FiN498.45 CONNECT ro XISTING METER '.. ' ' i RCCP/DUCTILE IRON WATER LINE x a Ct 0 ' / } I I I I t - i I i . "' 510 ... F 1 i 4--- _L- — 510 a (") ,,,D CC) (X I \ \ ..: . I' , \ 1 — 500 --1 8 TAP i L''' i-- 8iO4Pts,ifr 1 Ft - -- 1 ;_, 4 , ,__ ,_ ,s, 495 , '') A : : ; l g . : EL I V' 1 ; l ; , ( 1 O BENCHMARKS H C am. 3 BOX CUT ON TOP OF WEST T CURB Alti r'T RETREI FROFEr rIFS, t c I J 1 tir ±i, CONSTRUCT CONCRETE HEADER 714E END OF CURB PARKING LOT FOR // ; °°q D F o J F— i ..c JU f�IS • IiANF�OC W LJ { 16 RATA. ■ WATER DEPARTMENT LOCATED AT 408 TO PROPOSED GRADE w W ADJUST SDFIFI 1 TIDE ■ ■ � .1 5 <` 33h'' - W. 8E1N£L ROAD. I w e lm'� .. w i�ic�' °° : , A030 1 'WV T G E EL£VA = 314.79 REMOVE AND / ;PK r B1RR1fR FREE RAMP } t _ RELOCATE FH , 1 TYPE 2185 -1 I i ti uN RrTf °P o;l - , - P POLE TO BE ' 6 , . 1 `/ / ii i. 1 - - � io� i ,S"� (� o AD PoWER ST POLE TO Bf _ _ ,5T ROW r: REMOVED BY OTHERS REMOVED BY OTHERS CEOhRE /f , N �� F SI°D '.� . Fil STA 18+47.56 / g €3U Lirr; w hill . w , I` £XISTlNG R OW END CONCRETE PAVEMENT } j , ) $ � - I ' • '• : w;f� 1 ' ` _ _. CONSTRUCT CONCRETE HEADER +' 8ERe + /y }' � � Wh TE4 N TYPE 5 ) 5✓H4I; i 30c,.,,,..,5 -Merl �, �- BARRIER FREE RAM " . .. , '_ �� �• -- •- BARRIER FREE RAMP I BEGIN ASPHALT TRANSITION r-7- ` ___ _ C ' �:tx;RE1E z I} RI oo F 1 / I ., __� aTf F' d �: f �: y i A� x.8.0 1./ST 1 Y `L VES �� r = soo Ta �', TYPE 7 ELEV= 512.60 iau a ____i \ p - f'IG tT FENCE / �►�i �ID P O wr.l' N= 7.033,533.34 f C �� -____ . - / �5 E. W41 / —__ — - ] -..r ti � RELO R %50 -�.. - '- l tuKBER G ` ""'F • �.... ... SS,. -S �i:• ' fl / ` .• G f C 59 METER - - �+O "LiC'z.{MAkN j 4 f : - - 1/� _ ''' ' - a r STA 19 +08 17 Y '-.• ' in j - 4_, ` E R b C:E'. " I -- .. _. . - END ASPHALT TRANSITION . - - - —_ .-. _ - - - - __- __ _ °fA + ! MATCH EX PAVEMENT _T- _ -. .. Cp, •••" .. - vu.vE i'' { �' weave• a ° i ° e ° i . _ . _ - Fs � - - rvwE - _ 17 +00 NUT 507.63 ';1�l ONUT 509 4. �i MA' 7 i�i N= 7,033,533.26 I " ? ' R.c R a FO ES y , b. N99ro3'00"E &, , I,'f� 2_WM ' s e,r E 2,427.062.14 r t 512 z7 FL-512,7r a•, Q _' „ti RELCIG i e BETHEL ROA In R EMOVE fX. ; i i ��� N Z - REMOVE £XIS NG o o a c i' -- _ - �°'� 41 . I i {1kr � W - -f -- • - - . sS Y -- 1 1,1 f S _ .. - � a !cl - '- - -- - __ _vf.,.. .- t: R - _... _ -- - -- _._...--- -- - ._ _— .. _ . ____ _ ...__._... -__ INLET _n �.i . . mo t.. / ■ 0 4 i a ' SI,N 'V'� 5{ 'I ._.� �.. .�.____ .._. __ ..._ _.. - __ -.._._ _..- - -__.. _._ _ 0 N Lijw Z C'M1• Nip: t•- _ �:lr.1}FM 3WgF T ,k,___________.___ _ - a ,. �. 74r. L J Y° , ,. -' �� _ , . FMr _.._.. i rr� I , _ _ - g - t- ` l_ - 1 ; J ST CONTR POINT 10 S TA 5+5 : �Z , 2 .28'RT ` ' i — 6.-sEO « r FENcE - - --- - _- pu .__ SCALE IN FEET 2 40' W uEs BARR FREE SS M H PE PULLBO? I 10 0 t W V coN;RE (o RAM - TYPE 5 I 1 =•, 07.26 a V) Q xN Fg--' r - rato I.K:. I W j STA EL= BETHEL RO = I � N :I f B ARRIER FRE RAMP T YPE 5� T I (2C BY OTHERS r n ELECTRICAL i L�-- r r I ELOCATED g t J � rti O 1 v � wIr1,Ma. ,.,,tG I a � E.n. t ' J F- Ix ILUING MITCHELL STREET � I C ONDUITS l PI ROAD ► j , t r W Z 0_ 0 X ROW ` Pl STA 18 +03 J ,v, NOTE. _ • ! t ]- SEE SHEET lP -1 FOR = W LC) I S " S. H 40 l ► 3 A t a F .r : ( i 1 INTERSECTION DETAIL C. € S- COPPELL ROAD / 14 c, 1 } n :a r ° % } ! SEE SHEET 1P - ! FOR BETHEL R0./ Kit..' el' j m W `- ti U II , \ ,, COPPELL RD./MITCHELL ST INTERSE PLA 1 CAUTION = ,,, - s -- -r CA:': =fi STA 17+85.64 98.46' RT ":: . � III . Q 0 Z N TH c ; STA 18 +23.41, 98.31' RT In 0 Z EXISTING UNDERCRDUN MITTS RE "Y" INLET a ,1 I 1 i 1; REMOVE TEMPORARY GRATE INLET I > Z J IN HOURS CONTACT 48 AND INSTALL dd Q_ I- c HOURS PRIOR TO CONS N ' I II D' l - CONSTRUCT NEW 10' CURB INLET I NEW 10' CURB INLET SC _, Q a ME WARNER CABLE 214,420-5435 } t I 101 =512.24 - C' T Oh $12.24 -- n`r II Y c MOCK I J z VERISON :972 - 578x3354 1 ! +IL I ' SEE SHEET SD -4 ,4t� J -'r RK . ... INYARI) HORI Z 1' =20' w Q SEE SHEET SO -4 s:. 11 0_ -1 — J 0 V ONCOR.• 214 -486 =4243 - b VERT 1 " =4' d J W> z ATMOS 972 - 173 -25J6 c, LLJ v _- . . - _ - II Ldt _ .� l s NV . . - . .. . ---'-- -.. ----+---r-- .- -- -. ■ - — _ I - 510 0 co c • 5 1 0 !' •TNT EIEV E¢ -61- :84 fT :: � PROf�i7S£D CEFT a _ T FFT ROW ' • -� Q fo • ' , 1_ }STA =' • ; m -- S 1 1 1 B - - - i f � .... I~ 1 { —I 1 } I- — Q t t w _ _ 7tD 7bq I I o ° j - I _} -- O fy F— ✓ 1- __ 6s X 5:58 I - _ _. ± _ t „ t4 r ._ _ _ I _ _ - - - j 1 } — t - - - 505 I- LL -J V) �f - 505 -_.._ 4 ■■ t t - � t - _ j �� �— 1'• v j : _._ I , h � - ! - -� - - , 1 IR WAT =— -- - -- - -- 0 - F- ... ___ O O __ I Min M 1 f � b' I . L ii t : z - r • 500 _ ® I _ .. " ' T " - + - -- L._ _ _ . _ J 500 4 In 1 4 _- glom= _ -. .__ -� 1 + 1- _.._""_ { # --� j j .__ g 6. O 495 MN - - - -_ — 1 .. I — 495 s Ell i I , _......_ _ . 1 0. i - -_ 1 + EXI •TING GROUN+ 0 • OW # - - - -- t� r -- LOW PQ1NT £CEV - ! • rSEO R16HT TQ f � �.�_._._ —__ _._.: 7:4 wt 510 8- LOW• - T A =16f ( �� 51 a f = fi146 } NM - I ( 0 G ASP lA L7 I 1 - — --_� _. K 55.: -_ I __.∎i I._.. -t —F + _ - �� I . __ - ,,,�., 5 05 =�a 1111 i 505 - - _ _. _ �. J ' 8 r- = � a�a� �r i �11��M1awn am� l -- -- - - -- - w 0 $ ; a �rrrrrrr�— ■■ rrrr�kr rrr�r I I 1 �rR�ilmrrr - I tir„.... i il I 0,_ . — -- — 11 - 1111120 1 2111111111 1 new ---- T - Ps, �� _ r �;__.. - - -- - - _ W h 4 - -- - - - _ } 495 sr,Ee f" - J I + • h 495 -- — 1_.- __- _. _ __ - -� -__- -__. ee PV -17 ▪ N�W s „o � SED. 52o 17 +00 18 +00 19 +00 20 +00 21+00 100% SUBMITTAL 32 OF 140 J Dote: Aug 07, 2011 - 7:00pm User; drp rile: N\AOId Town \Drowngs \CV- Tt?T- PP- PAVE04, q'_) / 1 "� I I I � - - - - 1/2 ' IRON CHAR M CI STA 0 +22.20 STA 0 +80.49 - -- I I I CONSTRUCT cI1Ar CK CAP TA L {'. F f Roa FGI:ND R W rNONA . J C LL 1 -36 "x21 "x60' WYE CONSTRUCT x60' I 991 1A ' { ` ! I / r w VOL 2004.3 e ` 8h 1 36"x21 " WYE t 4 D R C 1 N= 7033532.04 1 I � U.R.L`.l.. -- t - g 1 3 "� a - Z ' < ?:� E =2426196.66 N =7033524.54 STA 0+8 8.37, 13.64' LT ( ' e ~ : _! o I • E =2426251.66 I ( °� 11�� I coNCaErE CONSTRUCT ! r 'i i 1 °;r_ r �- �$ iai rv ° . J ■ POfPF - - 1 -5' RECESSED CURB INLET STA 1+80 I - f � - �" s 1 ,� ''.1 �• , i < a T01= 510 1 ! o i W : s � o CONSTRUCT / Bul -Dln } : w li ••`:;.• : ' ! R STA 0 +11.34 ; I;(- Ct2aN'20 1 N= 7033538.27 I STA 3 +16. x -' - •.' a•' C ONNECT 1 -36 "x21 "x60 WYE 3 P } ""--. 1 3 I E= 2426259.38 N- 703352 ' ' J CONSTRUCT ll ►h " 1 36" RCP TO EX Il I J 1 -5' SQUARE SDMH _ 10'X6' BOX CULVERT 1 6RA Lu z L E= 2426351.72 i 1 W RN-511.13 �� � ',oaai ENO, ne 0 0 • ' ., 0 0 R f . (l N =7 033527.28 ' °� i I N =7033531.92 I j GRAVEL ( rc - r _ 3 - - ■ " � E- 2426185.80 l -/- �� - - - - - - - / - � 1 __ , �. LI IEIEAHONE ` I1 -+ �• _ E ` 6� ��RtRtA!��� _ L ,NE .ER M FRS , t" i 1 V � -, . F ,J W e p i YAW en.. - - _- ` F OL } V , r- 1 o- T L .U54 t 1 RGP /% ' It' r, � ^�" asF•,IALT ' �_ t6" RC P WL ___ uAE r � / _ W I `� �E xa �� • ._.._ ...__'2+00 _.... ,..raa1. + � i _ W 117 _ , � p w+ oD f - - - - - - - - _-'�� - IlLlfi[�. Q� " • )+F j. 3'i _ -- -- -- - 55 -- S -. _.- 3' 509 --- - � 1�T � N Y ry '\ VF' a; ...a a +1 LAT A9 - .. ... - .. / Ial I 1. -. -. - N ■ - ss _ `` a SS 12 ; r C' - . l CO 30 "x21 0' WYE _ , i '-'-' ' Or y N=7033492.24 STA 0 +33.71 __... _ _____ _ iS. _- -- F= 226488.31 8 6 d -� 2 x6 As - - � �'°!; 0 20' 40' i CONSTRUCT 0 -. _ - Rr/ c anvEL 1 -36 'x36 "x45' BEND EMU S TA 0 +39.64 ' _ _ STA 3+64.52 " p 1 i 4 - - N= 7033524.00 -- - CONSTRUCT a' Hncneeaav; u LAT A6 ; / SCALE IN FEET CONSTRUCT , cHe E 2426204.89 1 -36 "x21 "x60' WYE / -- STA 1 +93 23 RT 1 - 30 "x21 "x60' WYE A +7 5, 42.00 LT 3 53 N =703352 r At LRF r / ; o ' I = ( - ST CO OC ' CONSTRUCT I ' • N =7033478.83 a" ASH/25' r 1 - 1 5' CURB INLET E= 2426211.02 ; ' E= 24264 88.73 t t -10' RECESSED CU INLET { ' ! ' ml � T01= 511.91 J F- a T01 =510.67 P u .0i- N= 7033469 1-1-I �"�(`` _ - N= 7033502.76 ` I } STA 3 +73.76. 16.00 RT \ 0 g Z �/ \ °RCJJECT (3FNC1i IRK: , L� E =2426531.05 E =2426365.33 1 ? } , f CON STRUCT __ = W �� �� CHISELED SGUA'E CUT , I 1 -15' CURB INLET o I =R- ELI" /4C CA UTION!!! 1- TOP OF HEA 05 ��'� 1 _ _ RU „i E = EX ISTING GAS MAIN IN AREA CO W Q //'; _ ,/ STA 0 +49 17.36' RT 1 LAT AS ' HAC . / 4 R / / t> + $ 8' ' 3 CONTACT UTILITY 8 HOU S N W Z // j CONSTRUCT © ufL Dw O M re 1_1 HT 1 '`' } , PRIOR TO CONSTRUCTION A X 0 _ // // 1 -10' RECESSED CURB INLET ` S' ANVARP ( ! N 3 1 1 - 800 - 344 -8377 Z c - / T01 =509.95 I I 4 M Q a j / / N= 7033506.83 �� I w _ Z % E =2426221.24 I HI1 - ,, , , CAP ITAL, L.P. 1 I P.CKEi' I L RF.t- I J 991'4 f'G 6117 1 I M I ? �/ NOTE: (� I +.1 , 3 • / a 0 O j o - 1. STARTING HGL FROM FNI - - '"{ , I I Q. ♦- i ll STUDY OF 100YR WSEL IN -- 2 CHANNEL. _ '1 1 ': __A 1 ., W I ' SCALE: V O o I 2. SEE SHEET SD -20 FOR 525 LATERALS. MATCH LINE 4 + 5 0 SEE SHEET 5 HORZ:1" =20' W O W VERT =4 W 1 ��771w L �. FWI ® j I j1 1 _ - -- 1 STA t OC t _ _ i _ -� - 1 - } -. -. t _ f - r A - _ 1- - 4 . --i 520 Z a Z t 520 r� MAL..O - - i l • _ ° a I • I k - - .. ± - 1 - - -- - _+ -- 1 a, • E� -- fro I IS O 1 _ • - cepp co- - c6 1 f 7 { r1 ? J7 a r /f n n i Y . J ✓w I o i I - - -- �. I -' {_ .__ - _ . .: N ___ `. ... _ T i Oqr IT.JA _..__ +. ! I •: • 4 � ' - p it Tr- f- 1-- - - O �� I d. E. !_ -' - :; ---t - It ° _.ry , - i --F -h - - �_ - t 1 55 LL to , • v, _ _515 , _, _ n � II I . ._ _ I _. _. II ry __ .. �.._.. ..... ( ! +GC .O D.13.t _.. i ..._. _ Z{ � .-__-ti o , c. a °. ■ Z .- � too - g E ■ WL q . ., _ S UNGU� D OL • c - - - _ -_-_,- L - I = \ _ �I = - s ? EXI 100YR H - �- 4 N g r 1• • , - 719.97. -'} g7 d _ r- ,, I = _ - --1- -+ _._ --- -. _.__ -f..�, a _j - -- - I LA - - - U 1. & FS a d - M _ -_ __ ' 7 i 510 w IL 510 I PRa O o a _ 1 POS G GROUND - -- - t 1 !! a�: c`} -_ 11111111.1iii ___ f . ._._._ - . - -, .. i.. ._ - - -- -- ` -- 3-4 - : . - c `o 505 1����. - -� �__ j i ! o- �- �+/ 505 m -z �___ � � �! ®� ' �I . 302 LF _F6" CLA 111 _R 1 O i0.50 _� _ _ I o c o • - -_ _ I -� - - -- _ ! _ -� i, ca t Boa I _- � � C r - t 1 P R OPO SED 8 v. 5 . 1 5 ! /q ` _ co z� a i i 1 _ _' -- 1 ss LINE A d. C Drac'10q 500 =t' ! C. - 500 p t L 4 85 - �_>. -. Ha ::i° . O w - J1al t a - i _ • I Y. 0. 1 N 2 0x R f . ±--- -___'_ w ;�J ' -- /pi' - -- - i -- -- _- - -- - -- - - -7 -- . - .. . = I -I.... _- _ _.... I __ - hGi_1 _ I - -- - -. - - Ec a . v • � - r / a w+ _ 4 ___-1__ EX 12 SS -r p + - U s {�; yr ,7y 1;1§i • N n I F =49859 a M I : n iZ - � i F o. _ - N f 1 �" - v - t.n - - 24 ,_ 495 µ Yr i',o„7 495 ! +�1' - - ;� In .__.. - . ° ui-�i. n . __..,. I . _ b 0,. ._ -...1 . _ _ -. L .. - .._._ - -___ -1 _ - -_ __._ .* tl - .� __ _. - $`ui - i, II - _1___ ____._ 1 . - 4 ,. N I a o • ..,. . ;X z " tX,- �r 0 z N -di _ ' 1 ^ ^� - j _..__ -_. K � �$ Z , u.v,z r q 1b n n A X IL 11 j a.J 4, 1 ` . • r p m r�7 , 2 Z p' O 1 - I Z -_- _ - -_ ... - -_ -.. _ . - -�f i - W `Z-1' - -_ -- - c'# 'Q .--- rn _ L - -- .. _ _ _ __. M M ... _CO . - 1 ,iTc -O T _ _ .- - _ vi 9 O N J 4 + X t 1 • X! ! ' --_ t I X t / _ 1 -± l73- (/N tot R t t -_ ___t(1 t -_ gL - • xR . ...117-17-,,,,_10 -. _._._ ,, r -- - - - - ._ i _ , -•_ i _"_..__ -_--_- _ __._.__._.__ -- -_. ___ O.'O' -_ _ _ 0 ;,..... 1Q' _ + - i . . N ' : e- 1 � a ----. - SHEET T oJ "" .. - . -yp_ -¢ ter n _. N N A �-- ,�,� M N 1 4 II' M M r r7 N M M M -'-_ I f . -,-,o z __ -_. - -_ : " + • x . - -__ r -. L y - __.._ t 1 .. - .. _. � . _ _ _.� �._ ._._ -_-. _ -.. _.__.. _-.. _ ..- ---__ - t -1 I .a .� - f _ H 1 4 = 490 S - �1,�'` 490 I , N g .. , I ,- n 4 T ' r - eft _ 1 1-, !. ri I -J r' I SUBMITTAL SE 8 E'S - +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 44 100% S Q. OF 140 J 4v4 Date: Aug dY, 2611 - 3:57Pm User: drp SIP: N:\ IF \Drow(nge \CV- DRA- P9- S1ON01.dwq 4 L I fi/l%hr, 6 ) - STA 1 +21.90 LAT N2 CONSTRUCT %%%%%% 1-5' STANDARD CURB INLET I W STA 1 +91.41, 3.50' RT= w fll� 1 cHnol� �� i , A _ �5!'y� 3 TO1 =509.70 � Z SD LINE M STA 1 +83.28 50 LINE M yy' P. - 4 }: _p: ''. II' N =7,033,56735 I g CONSTRUCT CONSTRUCT 1 ! I ; u P,! T z€ _� �. 1 -15' RECESSED CURB INLET 1 -36 x24 x60' WYE CONNECTION �1 1 ! 1 �O n f =2, 426,008.76 i TOI =509.07 N =7,033,531.47 j 1 '� r j' I ` I =[5 # ir. i co :.h, I\ = N =7,033,535.95 E =2,426,061.77 ' u i I' 1111 1 I I I I w+u Ere m 1 ��t V E =?,416,059.71 �` :_. • .•�y STA 1 +38.17 SD LINEN `�1 $TA 1 +56.66 SD LINE M : >UY} � '��I 1 r�cn ";1.o' I / SCALE IN FEET 4 a CONSTRUCT r CONNECT PROP 48" �k r. I' °. / 1 -5' STANDARD CURB INLET • a 1 SD LINE M , r I o I 1 T01 =509.70 �' �, - - f a° caul = e, TO fX STUB OUT ! ' �' u I I 2o`Elu /w' I1 1 O CRARE.M'rRTCEi :kAFEMYArLE` ~ / 1 1. \ / i I l' J 1 ` I �', c EM1RnE a: O p � O O _ N =7,033565.38 I` N= 7,033,536.26 ' Ij I £ =1,415,96).81 e' FEC Mo' tour PROTECT EX - -- L I ! i �i� - - d � r �I I c�vEr ! �` wnrzR C _ -_ �,, 1 f -1, 426,067.4) �, _ Q ..5rr l7 i \ _ 18' fn'.P - -1- I n. =rme.4r-� .:.(I - - - -- - --- -- - -... - -- - - ��-- � 1 ;ii�•S0 LINE M II t +00 _ ! ,: W8 1 arooa� . ,/ _._� \� ' . RCP - • -_ - 1 r -�` . - - - R� -r �V i i R ' __`-""' � -`"__ �!. - - -- , ` -- ■ � _. r,7 �I ' 1 w aL rf . t _ __ f \ t - • 1 _ _ 73+00 - - IL � � « r _ _ - : r . + .. _ . _..._.. _ , F ^I T . { ` c -- -- : , SD LlNf A (SEE SHEET SD- i) . - �O I - -- _- ` ._ 8 +6Q.I._.. / k SC AT O OD 4 \ - • � !:` RiA1 =501.12 I I ' -..1 .'HALT j I «: 2 � '�- ASRNAi xn.n - ,.II B THEL ROAD 48" - \�l 1 I ... i u..so .al '�' >` __ , -..._. __. _ -- ......_ a - \ ;ss - - -- --ss - -So T A7 - - 6 g ' .[l �' i _- - - - / RCP. s _ t 5 - _ _ .- - _ - SD LA �._- - i I �,.1 � W r: -_... G �V - r �. - _._...___-- tl .. __ _. -- �j� . � , � - L •� _ -a' - E � ��� - - - - - L- t--_- _ £�-- V � +- - •� � _ s - _ / r � - - - � r!nr rata I _ O _ _ _ . -. � , ti �,.� I�'1a !an, v.F:. kar /� _ �,+i " :;;L:�a jm. -fir .___. - -- - - _ __. __ ..� __.__ -__. - ..e`tizca86RRV. /;o,. /'• _ __>r M447 c J , !." HACY.yERRY 3G' I D WA1[ 1/2" RC W r�. ..� /._- Id" Wf.NPFRRi /'i� :1.R tYr�i:YhR /2. J %� t ` ,�[ J x 'l �1' .. - �_ CNCRCiE 5!UEWnL -- - F _ x� ii 7 \2 _ rTER ROD FOUND f /� I STA 1+ 12.13, SD UNE N= I V a ! STA 1 +00 [AT N2 STA 1 +91.41, 27.50' LT SD UNE M= STA 1 +75.25 50 LINE M STA 1 +6750 SD LINf M "STA 1+60.66 SD LINf M C AH/ 5 U! I � t ! i .RA1/4 . ... I1 J I- n PAV STA 9 +00, 15.5 RT CONSTRUCT . CONSTRUCT CONSTRUCT u _ s "" C W Z J CONSTRUCT CONSTRUCT 1 -36 "x21 "x60' WYE CONNECTION 1- 36"x48 x30' BEND 1 -48 x48"x30' BEND i o ` 1 -24 x24'x60' WYE -I C F - J O > 1 -10' RECESSED CURB lNL£T N= 7,033,532.56 N= 7,033,532.65 N= 7,033,536.17 r i N= 7,OJd544.94 TO1= 509.18 £ =2,426,069.80 E =2.426,077.49 E =2,426,083.43 3 _N i�:�Rh: } -I 2 I F / _ f= 1,415,984.31 N= 7,033,509.89 , 1 L 11 SQUAh C TI i ( ^i oW m LL + g E =2,426,054.25 FUI' F EA( N,ALL, j If g PDR< o STA 2 +50.71 SO LINE M= x� - STA 1 +00 SD LINEN I Z a_ a CONSTRUCT o 1 -5' SQUARE SDMH 1 BL,ILL SCALE: i R!M =508.98 CAUT!ONL! i J q� N =7,033,531.70 HORIZ:1 "=20' a J z E= 2,425,994.64 EXISTING UNDERGROUND UTILITIES VERT 1 " =4 a J Fy3 T IN AREA. CONTACT UTIURES 48 C. c c ITAL. L o W F- - HOURS PRIOR TO CONSIRUCIION - - - - -- NADI - - tL U J O -. __ -__._. -- SW BELL: 1 -800- 395 -0440 1- - AP P. __ - -- -- ---- - .- ._...__.- _ - -- -- ..._. -. __ - T - ' - .- -- TXU ELECTR)G 1- 800 -242 -911 �.... i- ..___ - -- - -�' a ,5�1._L:.. L_ Gas: 1 -800- 344 -8377 F_ I ! - _ ; 5 2 5 OU O t 525 I �V ` I - �� - , -+ Z Q - - - _ , `_ t -- - - -- -- -----, - 520 tr v • 520 - , ! I - r .�__ 1 �� M' ., I Q _ m ' 16 do -- n.. OTpp "1Q.76 W :. , ton I ,,,...e Drop " ?4.33 clr n I .._ 1 _ _.. __. _,_._ .- - --- - -- - -- ---- - - - --- -.__. __. .--- -.__ S _ Y.54'R _et. _. _ - _. -__.. _.. °ow "41.16 -- ° 1 .R 1-. I'+� r O- Elpv`"'ior.51 pIS -- -4 -. _ _ ......._ - - - - -._. __. -- - --- -- - -- ._-'_ ! Y 1 O o s 7 4� F s� - _ I ? •- 99 �� k ! - - _ _� 515 0 - - 1.__ 1 IN. _. z to - Ha o�o.osur --� .. Z z _ - LLate - _ 1 -rt - - _ �� 515 1 - Z _ - O - -- « PRO'. G' n NO -t x • - i =j x _ z - i _ - ~ } - - - - - ° o - _ .. 9 -, s H -- -.. _ - t' -. -.. -- - __ } __.. - - ONC'.60L�4R -- - -- - - t- -- I - - -__ - ___ -__. ___.. __. 1 - - - -__ -�. t _ 51 0 & U ��yy 510 ` S/ l� --t-- - - __ . - _ 1 . - - - - �- - - _ a 1 1 I n -- -- -- -' r ON . Co LoW �► 8 l_F- : 0.501. 1 J W 0. a6a ,11 1���� _� •.. imm!ns 1 mm®ppI���I I w S 111 RC- _ ' I I�� 1 5 Ion _� = I - - - - ° ! 1 e_. _.- li • -r- -- 505 0 0 505 _ _ _ • o.'ox_ i ...I ,/ �_ . 1 RCP ( EX 48" LAS' III P - -� - - --- - a o$o' 500 � .- - ��� 1 . _ r _- _ - - - _ 500 ohs _ ���` ®����� /i _._ �- _ _ _ {__ °z a -- + _ TBaw -_ ._ �, m_.. ___ p�pj 95 d 495 _ ��� -- c .. o !. _ - �- - 4 - OO • NN Q - Y 4 • { " m ^Sp - - - - - 490 t __ pp n 4 ... N �' M J -_.{ _.. ( I . J.I_.._- ��M__' - <� p.�l_ -_ �. -.. .._..L... _ SHEET _ _ 490 �� AEI. . �- SD 15 9g2t . o � ~ 3 +00 2 +00 1 +00 1 +00 2 +00 1 100% SUBMITTAL SEa.69 of 140 / 4u O� OaG: Auo 0�, 2071 - 9:2,3pm Wer: drp File: N: \If�OId S own \Orowiogs \CV- UTL- PP- STOMO2dwg PV Priine4Yl " 1 0 I ` "" D.RD.C.1. 1 I SA A N D MA TCH Ce# 2008111$411 I S F .ID�IiT W w' 53 LE 8 " SS - W �IC10R ROUkrGtJE 7 i 0.f D r ccN zo08r a - : 0 O.4 ( Q Z ! EXISTIN PAVEMENT CCy 20070210278 1 D. R.D ( 7 FL= 500.24 .! CONCRETE HEADER CONSTRUCT D r t CONSTRUCT GATEWAY N= 7033578.54 RAILS PER SHEETS I I �4 "1'4.: � \ o €Sf , w G AF Y urulLi< E= 2425979.49 = r- STA 8 +42.37, 46.65'LT - ' DT -3 THROUGH DT -4 I I I i � o� ; �� - l i l V v. 1c, (, F L , r GS: ,s 5 RE CESSED INLET AND MODIFIED TxDOT I I $ ;�i { a zt �i . 0 t I , ;. r STA 8 +22.$5, 46.65 0 .o i M W ■ 5' RECESSED INLE T01 ( 701= 509 DETAIL RAC -R ^ ow �� s m or - RELOCATE MAILBO au'L • = 50970 . J REMOVE & RELOCATE PP''' j I'�! I Ira ^ g I y: � ' I vq r `FIRE HYDRANT p � 1 j 15" RCP E >: <��� � ��� aIo ( REMOVE EXISTING ! i X �4• ! / BRICK WALL TO 4 � K WALL ; j e 36" CMP �� STA 9+05.82, 15.5017 BE REMOVED-.- j - ��i'BE REMOVED �1i z rE • i H� NI U � i ��+ P OWER POLE TO B£ , �� 20' RECESSED INLET l jj ���u N £R POL£ TO B£` i I 4B �l J. TOI- 509.11 n / ;, },1 1 Q R EMOVE 36" CMP % I Q REMOVED BY OTHERS r TO BE RELOC - .',_ � LOCATED B Y OTH 1 7 I_' ri r .�� �� 0 I DAYLIGHT LINE s I / TELEPHONE MANHOLE , } I (E,I .- i ED EX ROW }� I ~ PROPOSED ROW t N 1 I f I t j . V • ',..f. , 0 i , x 1 " REMOVE 38 CUP 8. E - �{\ }V I 114 BY 07H£R ` � sr � �I :k �1 .�1 (D W �} .i.,.. o r i■l f •F 1 MO1 � _., I 25R ._ e1 ' 1 ...- - r LINE PCP \ ± N O TF wn luz 1E la �q /� g s^ � _ , - ._ -TM �� 7 « /- ‘Ti�J^�/• -� _ ,. iF :� i �/ � 504.7 T _ - __ i � _ fif > _ . r _ ' I T - ',I - �Y - =505 ,� • Q CL V 8 NN rf a! r te a2_______.. i . - i H PROPOSED SDMH x•� - ��, ._. •,. L..- .,w'._vs:.•'�� :ce..�rss�.� :: _ = 4 �n , . 1 4�i, i . • i 1 ° _ N • y � (n � 4%47, rr - - o i - AMP 9 +00 r c;:1. �W, jtN$;'I Q t , W _ W sO -- - -- RIM OS 9 W - ? ', a RELOCATE MAILBOX Q ' Is .. t a. 1 W L' W 3 N89 '2004 �� I �Q1G i I^ ME s A 1 Z .., I: ,---- , _ � -- i r - - „ - I „ . ' . h4 °6i 4it I Z _ - ' d,. . '" SG1 - BETHEL `R ()AD A : >ii4 LOCATE MAILBOX -. N =3 J : •t'1. - • ._ -__ -_ i -- ' ii+i�ii`i',li�i;iR ` _ _ ;lb Z --I ' -, -•,.,- "' --- 36 ; - - - -- . , - P -- - - - - - 'CONDUIT - - - - - 50 5:A .SIDEWAL :r+ 3u` 1 Y dnt�i�e rrri s - �_ - 1 . ,. Ss: ' ., 1 = 1.0..1 4 NQ �y - _ _ _ _` -- =_�_ • x. _ (n ryy c, r • 1 • z < ill 7tiea -- - - Q � , ' 2 ,c i . ADJUST�EX V ' Y / •... - _._ J Ae J / P I rAriBE t172r, t / / 2 %B rBERRY r� - WATER VALVE _ . . - :, . - . _ . . - -- }'"� Q' L f - is "'AC"' ADJUST -EXIST \1:, s nn w 4f ;- -- ov -- - - TO PROP -- - - N o ( f ) asP u.T W REMOVE - REMOVE EXISTING SS MH TO 11 GRADE " ® �� tz' rt4cKeeRRr/x' �� J F-- ch -- -- ._ - - . - _ - -- - - - PAVEMENT (TYPICAL) PROP GRADE �+ I EXISTING yONTROL N 433,504-5 POIN 12 I / sR N 1.1-J Z STA 7 +68.83, 22 +43' RT •- TREE ADJ UST EX WATER V /ADJUST EXIST O + =7, / \ = W TYPE A PULL BOX w i; E =2 ¢26 1I1 92 TO PROP GRADE / -, , ,,, , v,/ - 55 MH TO O y �, STA 9+00, 75.5O RT REMOVEI % � j PROP C/ 4OE 0 10' 20 40 W W c + a 10' RECESSED INLET EXISTINIC BENCHMARKS E XISTNG ROW TOi =509.18 • TREES t0477 BENCHMARKS c' ' 7;',/// S / TA 15.5O'RT ' SCALE IN FEET co z I C•040 , ' � I , ., , ' T C[ CONTROL POINTS 5 ' 1 O' RECESSED INLET x co Q O Q Tr B.M. 5 BOX CUT ON TOP OF MEDIAN CURB / �' EX ISTING UNDERCROUN )ThLWES PT STA TION OFFSET NORTHING DES TOI=509.95 '-j- J Q NOSE AT THE INTERSECTION OF '�;� � TOI= 50995 � Z ° BETHEL ROAD, AND FREEPORT IN AREA. CONTACF.t 171.17IES 48 .. 1 O F - a 10 8+32.47 54.04 LT 7,033,573.63 2.4, •,','86.15r END CONC % %' - ' STA 10 +91 23+68'RT - PARKWAY APPROXIMATELY 30 FEET HOURS WM* TO C TYPE A PUILBOX SCALE: J z TIME WARNER CABLE: 214- 320 -5435 11 9 +83.53 3 0 . 71 L 7 2 ;; 6 : ,- HORIZ: 1 " =20 w N ORTH OF CENTERLINE INTER SLCTION 0 J -= 0 r I VERISON : 972 - 578 -3354 G VERT 1 " =4 a J W> z v ELEVATION = 515.19 12 9 +83.53 34.56' RT 7,033,4898 - • 2;426,p37.97 BEGIN GATEINA� R AIL ao cru % <_ :, ONCOR: 214 - 488 - 4145 1 3 10 +30.87 30.03' LT 7,004,700.60 2,508,265.12 END GATEWAY RAIL o W ° - I- ATMOS: 972 I U ,3 14 10 +30 86 96 7004,638.81 2,508,265.10 END GATEWAY RAIL - - 4 ' - 15 9+94.95 37 0.00 7,004,870.58 2,508,229.19 BEGIN STAMPED CONC -- - U j I - . � -. - - L r u O } _- - I I - - - U - - r -ROUND-0 LEFT e __ 510 CD g 510 1111111111111 NM -. � ....... . ., - --+-- L } -- MN � _ u■ LE - -- , _ _ ._. _ _wwwww .�.�� __ � .,,,,��� � z E- p if ' E I - - 1 Ali qll:�� _ if I .�_ 1 " ' . - } .111111111111111111111111 � }_ T - II I 505 F z w tl� I . Nc � _._ r o _- i 505 ENE 1• - i {. _� - <W E _, r' + ' i 1 i � W III �� �II U o c 1111 a • �`. _ �� % ! _ - _ _. ., -P 1 EL ': • . - ti _ -_ _ I I ,��� � _- -- 500 O m 500 - R ' � 1 - IK = .00 t i; - - 21111 I t , � f t - - - -- � •y' .+ _ ' -!---4_ , N - 495 J 3� 495 �1� LI� ' _ -.__. _ ! 611. ���� - N = W ° mom - - PRaeos -� - _ -{- ROT [ N 0 - Q ■ � _. ,r I _I D 510 ■ N 510 � =� �.:. MAI _-_ T -1- r - , . cRq uN a alc - �� g o [ 7 - -_ . MNI g 1-2 �n�1♦� GRO' D OJR/GtTI :'. f � � �I i _ _ °`c°, - - - j _ -.._ 1 - - - k L ° I _ 505 Ell11111111111111 _ � - �' 1 III I - �► - f I i I 505 t --- -- I 1 L.W E 74 - = i III I 2 - E gam �� S I - T ■ I I IIMI III -i I � �„ L S .- s,,, a Il 3 H = ./ r vf it}rTO €MMt - a et �� - P vtLD _100 r ! _ �- �� 111111111101111111111.111111=111.11 + j .._ - � - 500 W- -2 5 500 i - I r� 1 • 1♦ 5 • 0, 1r K co 10) alli .. r st) N N M Qo � ' 495 Eli In -. - r ..,_- -._ - � ..._ ....■...01111 .. _......-aimmilame cimm......iims 495 SHEET d PV -15 N. a ,, ( 4 5EQ. fig} °' 6 +00 7 +00 8 +00 9 +00 10 +00 11+01)100% SU BMITTAL 30 OF 140 • d aW �O h Oat*: Aug 07, 2011 - 7 :OBpm Ow: drp Fit*: N:tif\Old T0wn \Ora.it,gs \LV- TR7- PP- PAYF02.4wg