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Ridgecrest-PT130120 A copy of the approved permit must be on the Job site at all times. CC: Applicant T H T Y o Page 1 of 4 Public Works COPPELL Permit File Rev. 07/2010 Orig. to Project File 4. X n 6 9 a ApplowED RIGHT-OF-WAY USE PERMIT APPLICATION Permi t valid for 90 calendar days from date of approval Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. Date of Submittal: 01/17/2013 Applicant's Job # / Work Order # 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) Project Name/Location: Ridgecrest Estates / Sandy Lake and Lodge Road General Contractor: Conatser Construction Contact# 817-845-1432 Permit issued to Company /Representative: Address: Telephone#: Emergency Telephone#: Utility Company Represented: ❑Oncor Electric Delivery ®Atmos Energy ❑Verizon ❑SBC/ AT&T Time Warner Cable ❑CoSery Electric/Gas ❑Other General Description of Work (provide four[4]sets of plans): In accordance with Ord. No. 2001-944. Install 1300 feet of 2 inch Poly gas Main and service stubs to serve 26 lots in the new Ridgecrest Estates. Any Questions Please contact Richard Johnson at Atmos Energy 214-673-1324 Estimated Start Date 01/23/2013 Estimated Completion Date* 05-30-2013 * 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 Q NO❑ ➢ 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. 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 @ 972-304-3600 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 4:00 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.) Richard Johnson 01/17/2013 Signature o Utility Company Representative Printed Name Date ScoT t\J�V a-11-- l,3 Signs re of 'ontractor : presentative Printed Name Date M1 la-6 llz I 1g g .tu-74irk ity Representative Printed Name Date ➢ Comments: ➢ 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. • • . T[CVICATlONS N. 1 -. • SOLID CONCAtTL PAVING STOBES a.Tn•C.-ww� 3. Paving•tone..hall be. OA[-Decor.d Holland Stone I. ag 7. The Land laying tourse shall be•well grad.d elsan washed • Max k altar i 7a factored by Pave.tone Co.,Lea ale.Ocap•vins. .harp,and with 1001 passing•3/1+sieve also and• /sow needge Carer Ue-•rw,ho Asikothe lowei promo) 710S1.Dallas-Pt.North 1-817-701-51103.or ePpeoveC 16$2 •aalwum et 31 passing•Mo.300 oicv alsa,th i•le flVlnq tens. hell wet Jai rpuiNVnta [AS7A C!li-S1 <oxwnlY known a•anulactured caner+!•aan�. Ilaeatont • e"]7� •s--1-w='/og/i-_.�-�Ws- - �(i,+�'pi.6 ..shall shall be•Prise.S•VB 10tn1 thick.1000 pal ca•- screening,oe•i spar. nn Ho'r 0.e e.eaw! The send L,/� <;ar4 ""v"„i_� \\ • :rssalwe strength. and tested In...dance with laying course should be the rtsponaibiltty e!the paving WEICIO .\VSLICI ISIMM\1\\\\` nu4ceur.n nconeendationa. rotor CO W mown by. • scene!n•eu1•r. SECTION(1)-0 Dana,. , • - 4. The eoneteuctlon or the sand laying course and laying of 2. Portland c nt material..hall a ntow tg ASTM C-110.• concrete paving atones shall be In accordance with .�` , +3 Agyregetee shall rent..to Mtn C-33. as,facto w face ndation and approved by Snylneet c •�` v prior to beginning inatagglon. • A. L66_56q/a- Poly parmaniP �� 60. 9 w opf mi�:1': :I,l 5 PECAN r= 2B.a/ �, : R / D G E ESTATES �."�9`6`A■ o„ �A A Q4 b♦ .bh , U 4' b A' C 'too ��'Y L. t,� h E.H.lhnfeld' - _ A: ' 8 fit:7 :^U c; - u 8 7 r �'t C I ` ° -S Y' �� m H o 'I �1 U • °o �e a W The Pa kwa Slope A, 1. A' S r /..4.7 I r� 0/04 bin lad Traci �°�' `' cY V N.:- B L D C K "C"�'s<aa h f ._ m B r r C K "O r\ ,.T B L k 'E" o .°9,..", y�. 11.'66.52 E Lodge Rood+ }" s4e \0 V -�.° 0S v. 9 '+� °j :•c yl• 7;5z2 .:_:: ad L'' � e Rd. .`' .,T '^ �y 4y S Shag fie/& red 4,I 6 5 t+ Cie '' m LI:,eitvC /(• \4e : JJ / Br k Rovers Se - t�l•`'t FS S� eP,bp ; •, " B O 4CIrF ' Easem / r Z.9 ,� Seh.FeI W �' A.oAq• L . 'Ti 'f' " 'I f r ..° °? �- �'�, �,�,..4 rte. _. 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Pb r75rPrreh ,k• y. -_ Brick"ewers See i' - S 17+53 ✓ - Mutt pothole b r ti � Olods Fhs eelcvf ftslsibGh2 ! 1:1 ; � 4I,F �' ., iA % 1: :xb PryC97 L /J 4 1 np•• cle 1! \' yb4 . d a.q:ld'45" r; °"o �,uY u 0 .5.i '' b�P a R+ 560 BLO A" v I;N aE�U , \ L'4/.50 ` ) m /70:� b r W; T. Y0.7G A .4 )., t p S/S EF Hitch cock N, cinch S.S. ,,...?W. o 'o�� W b 't BARn1ER FREE RAMP iv ¢• O.'� . 1 ?.t1t.: 4 6. . •` N S•MTCGRAL CUSS d+CNOWN I� , ., 3z r�P E C A N V A L LEY Z�- f� • trop] �-�puaaou, t . 'SQINP. ONC. =t d"Yellow OOUbrG Raf/snipe BID[W�L A _., i•.�tmr..0 -A_ .,/ I Rer/50 3 Along a Lodge Rd. I .•NO.3 BARS(}ltr C.C.BOTH GAT! A +) r S .or 'I S-LNNESTAa1LI2E I 1 n • .•�wv sass SUSOAADE • .�-3000 PII CONC.PUNT. "� t ,ia • Y I_. "r"1L, atmv, 'ems"""'w ' NOTE:. ALL•COHBTRUCTION MATERIAL AND••1. .vi..gwt rose, gyp.' 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DOWDEY & ASSOCIATES t.. ✓.n[[-a A BENCH MARK: o Nail in power BENCH MARK: aide Nail in power P _• :6250 DALLAS Pew, 12101931-0694 DALLAS.TEXAS., pole TO't vest of Lodge Road and pole south aide ' Sandy Lake '1,-N1-•:•,i'";; ouch P/L Pucan Hollow Addition. Road and ease ide t Sandy Lnoll o/'� •®•-®,'�.' '®• ''���® i s Elevation aT1.29 Road. t Elevation 508.13 • • (,.6. ,,,q..„....a' /v+40'V 5•• ; 'z:C W.4.4. 1.5.L.M.S.D. 4-91 1+a a•y 90.044 , - • „ PG ATE NO.6 `��'KIRK I PARR Wf\OW GLEN LOT CURVE TABLE LOT UNE TABLE ROADWAY CURVE TABLE ROADWAY LINE TABLE Z IS MI PARKWAY fa CURVE DELTA RADIUS TANGENT LENGTH CHORD UNE BEARING LENGTH CURVE DELTA RADIUS TANGENT LENGTH CHORD UNE BEARING DISTANCE LEE o CI 165.29'46` 50.00' 392.94' 144.47 114511'30'W 99.20 T1 545.34•36•E 13.71 C9 3136•0$ 200.00 67.19' 111.41' N75'04'05E 109.96' TS N5919'4YW 10.00' ° GRACE g C2 423°'00' 20.00' 7.84' 14.95' 520'44'49'E 1461' T2 N23'44'50E 16.16' C0 29'44'14• 200.Oit 53.16' 103.92' N7491'40'E 10275' TO 55439'1YE Q - 1 wDDg41R G C3 25590'55' 5100' 42.1W 27160' 57939'20•E 65.95' 13 N5713'29Y 1141' CI 91.45'25' 45.00' 49.40' 2.OT 54512'30'E 94.61• 7 1 g C4 6210'55' 20.00' 12.06' 21.7' N31'45'40-E 20.66' 4 N!4'4Y12 E 11.15' C2 54-17-3C 200.00' 102.55' 119.52. $0731'56 W 16261' 6 g-I C5 91'45'23' 20.00' 20.62' 320$ N4512'30'W 20.71' 15 N46']C{t'E 20.00' Z LOCA1•• 5 Z LESJE Of 529746' 20.00' 9.76' ta1T 561711.9 17.55' T6 N34.O'45'E 20.00' 0 j/ C7 27933'13' 50.00' 42.04' 244.25' 572.22'3YE 14.35' r7 N3699'37W 20.00 G ,:.ANDY LAN CO le37o6' 2ao0' 5.67 t6.z7 NHlS'D'C 1163' Z EAGLE o i SWALLOW CLEAR � sl RAVEN SPARROW 'A �_ C GRAPHIC SCALE 3 3c e ROBIN W O PhEA5A1 �fHE2RY/" "'< 32 31 PECAN VAULT ADON. J° oauNAGE EASEMENT 2. s C7 /QStSGS J ---'CAR(ANAL °5.g VOL.,91150,PC 3625 `� SHADOWl7iE5T ! C RE-� VtlL.s ure.o PAGE UY2 D.R.o.c.r. y ORIO E x TONED's_s (ro ec A6ANDDNEND (IN FEET) LOCATION MAP POINT OF 5r couNaL AcnoN) N.O.S. 3 POINT OF N.: E%15'ALLEY N88'54.47'•E 529.90• _ I t Inch-4o ft. 58.34' L 60.00' 60.00' 60.00' _6Q00' I J 94.98' 1D� 7 r,, 127.56' \I 10.01' I EN 20'DE(BY DRAINAGE EASEMENT "/�- I v�20'DE 1 0'LANDSCAPE THIS PLA VOL 91150.PG.3621 '2' S, (BY THIS PLAT) I BUFFER 3/4 inch IP PE Poly ,aE,�,•„p�EO / L 7 14 Install 2 inch IP PE gas service line .r.:,• AcnoN) en / / 20'SSE • Existing 4 inch IP Poly gas Cain 1�n w d N p a 6 I (BY THIS FLAT) PE Poly gas main 0 g P rr 4 °$' S o-. I ,V 1 g �'u 3 it u m 0-m / y ,3 ,' I *o 6'ROW •Yi A I \"'�( 'p Y DEDICATION IX - 1 •�! O -- i-'J j ` .1.s>. ,�/// 8.34' // v) PLAT NOTES: • / ••/ 2 I.BASIS OF BEARING DERIVED FROM TEXAS STATE PLANE COORDINATES, I m 'f: •18.33'/ ) 54.66 60.00' ,- 21.56' • NAD83(CORS),NORTH CENTRAL ZONE. Install approximately 1300 feet Of b �j / \ 2.YELLOW PLASTIC CAP STAMPEDED A WIN A//2•IRON ROD 1WTH A 20 PERMANENT 2 inch IP feet Poly gas main. N8634'4j'E 138;26_ _ EASEMENT 3.'X'C11T5 SET M CONCRETE STREET PAVING AT ALL INTERSECTIONS AND Install 55 feet of 3/4 inch IP PE C10 _�-- "�"�ry 1 (m REUAIn) PdnT9 OF CURVAnRE. Poly Service lines 22 Short Side 4.HOA TO OWN AND MAINTAIN LOTS 1X AND 2%BLOCK A. y CEDAR CREST ig 5.LOTS IX AND 2X BLOCK A SHALL BE FOR LANDSCAPE AND SCREENING gas service lines and 4 long side 6T 71 I PURPOSES. service lines -l� / N6919'47•W 35.85' 99.43' I E;1\ 1- 1,►SI 156:16-.-� -- 10'BL-- - 112.46' _i �� o + ( 4 CEDAR CREST I s ) 21 m.7" 20 = 9 d 8 (EX 50' ROW) u ' eo ♦N 43.55 TJ I u1 I 5119,9'4YE ••• •.••, __L f•N6919'4TW A" 120.00' 120.00' 22 O I { S89'53'47'W •• N t cci 0 I 120.03' b• 4) 00 r I d 19 $ SC I 0 10 gk La 2X m ILA 4 Io 22 m n V 1'4 o; :Xo;$b PECAN mc¢ESTATES 'm n S8919'47'E I- N8919'47'W - s3.°VOL.91226.PAGE 4401 I j7 Dr (A N ZONED:5,9 Q W ( 120.00' l.3 120.00' Li Z / / N89•37'30-W U I� N c,5. 1‘.25' 127.64' --8 o m W n 4 • • 0p 16 N $ 0 11 O o qb' � � Y m E g In A 5'ROW 23 O _ N 20'PERMANENT EASEMENT k DEDICATION ,,- 1 S8979'4YE_-_ - _ .�w#,N8�T9'47'w T 7 N _ _ 50'CONSIRUCTCN EASENENT '� .� 720.00' I •720.00' VOL 79074,Pc.142 •` c.R D.c T. '9 N89'J7'30'W H- L -) (ra BE ABANDONED 15'WE(BY '•J 117.26' ,ii I ho • } 9%COONCN ACI1ON) • THIS PLAT) n 1j 1 12 -8 2� / I- fi X g -fi - Q 0 L- - 6. CG.4 9 / O _00 58919'47'E � I N89'19•47'W 500 46.937 24 i 134.07' 15//.68' cr 1 .94' 120.00' lC. _ n 415. ZA 16 \\\ ii m y '0•�k / - :• s 4N6919'47'W I 58910'47i..I J - 1 i N 26 fa' 111.06' •.I TB I 100.06' L i t. 25 \ / 26 RESIDENTIAL LOTS i I f ^V 15 / 14 n 2 COMMON 6.704AACRES 2X) LOTS �. 1, '� / 5.N FINAL PLAT ��r• 64.15' 102.07' 140.55' ,N. 110.14' N48 9'S5'W x-10'LANDSCAPE BUFFERS 2X "' " �, + RIDGECREST ESTATES 7 31' 10.00 39' 58857'06'W 506.66• EAE CITY OF COPPELL (BY THIS PLAT) ALFRED LOGSDON SURVEY - ABSTRACT NO. 783 15 wE(BY DALLAS COUNTY, TEXAS LEGEND SANDY LAKE ROAD THIS PLAT) FME= FENCE MAINTENANCE EASEMENT (VARIABLE WIDTH ROW) - - JULY 2012 SCALE: 1•=40' EAE- EMERGENCY ACCESS EASEMENT - _ - - _ - - - - - - - - WE - WATER EASEMENT DEVELOPER/APPLICANT OE-DRAINAGE EASEMENT DAVID WEEKLEY HOMES F. UE- UTILITY EASEMENT 3301 NORTH I-35E CARROLLTON, TEXAS 75007 B SSE= SANITARY SEWER EASEMENT SITE DATA. 972-232-7503 (PHONE) 972-242-7237 (FAX) H0A= HOME OWNERS ASSOCIATION BL-BUILDING UNE NO.OF RESIDENTIAL LOTS- 26 OWNER D.R.D.C.T.- DEED RECORDS, DALLAS COUNTY, TEXAS TOTAL AREA- 6.704 ACRES SIVAII VILLAS LTD E+ M.R.D.C.T. - MAP RECORDS, DALLAS COUNTY,TEXAS DENSITY- 3.9 UNITS/ACRE ZONED: PD-254-SF 118 LODGE ROAD COPPELL, TEXAS 75019 a V -STREET NAME CHANGE 214-566-8059 (PHONE) 972-980-0844 (FAX) 4 o- 1/2.IRON ROD FOUND(UNLESS OTHERWISE NOTED) ENGINEER SURVEYOR 5 055222$ Cr Drhg5 ANDERSON R9p1a5w7750C93AT9711.91106C91•- 1/2'IRON ROD SET W/YELLOW PLASTIC CAP STAMPED'DAA' y F-, REVISED: I STATE RECBTRADON NUwa:r-399 1 OF 2 11023 WATER AND SEWER GENERAL NOTES 1. All materials and construction shall conform to the City of Coped Standards and Specifications and the Standards and Specifkattons for Public Works Construction by North Central Texas Council of Governments. 2. Contractor end!protect all public Mottles In the construcflon GRAPHIC SCALE of this project. All manholes,cleanouts,valve boxes.and 4o So 'so fire hydrant:must be adjusted to proper line and grade by the Utility Contractor a flier paving,and before Mal acceptance. LI Vv AooN (IN FEET) 3. The location or all existing utilities Indicated on the pima 1 yGL 91226,PAGE 4392 1 inch 40 (l. are token horn existing public records.The exact lomlmn Za+E4:g-9 and Nevadan of all public utilities du anal!be determined by the contractor.r shall di the duty of the contractor se sewn n whether any additional facilities other than those ascertain on one plans may be present. 4. Contractor shall provide Engineer dimensions to al services, Existing 4 inch IP I `/ \ and other Information to produce•os-bunt'plans. Poly&a8 main -i 5. All water and sanitary sewer Ines installed under pavement -- _ _7 `,f-� • to be bockfilled and compacted In 8 Inch lifts to 95% -9 - '1 I +ss 1`-a I o 1 J: /1 ONST 4'DIA M I I I Legend standard proctor density O t 2 percentage points of optimum -J - ` moisture. •�. 11 I L 18 WATER SERVICE SCHEDULE 6. Contractor shall be responsible for maintaining trench safety • A+. 04 I/• +00 SAN-04 --- Prop San.Sewer requirements In accordance with City Standards,Tex.State &IA &R•P M 24 inch Storm r� I /� 0 -$ Prop Manhole Law and os.H.A.Standards. •: O sewer,approx.5 • ii L/ TYPE SIZE NO. __ Prop Clean-out 1 set to he top of I/ 7 San Sewer Flow Direction 7. water mains to be AWNS ciao,200,DR 14 PVC(blue H color). 4 pipe.must maintain I! \''' )T IRRIG. - Prop Water V1 4:. AN-.-W _ 2 of clearance Y / I 8. Water services shell be booted as noted M the pion y& • .,• - ond shall be a minimum o/1'type K copper.Each service 4 // / shall be provided with two in-line nylon ball cutoff wives 4II 1 2 // A'� //��r Prop Fire Hydrant equipped with lock wings and contained Inside the aj- ♦ Install2 inch IP Y /1 4 y� I DOM. 1 26 ter loos.Residential services shall have a 5/8'diameter V /� 'P' - - Exist.San.Sewer Existin B Inch SS Poly as main 1/ �r yoke and shall be equipped with a dual cheek component(as g v y g 0/ / J. - + - Extat.Manhole port of the yoke)and shall be of materials approved by must maintain 2 1/ / J( / 1 ` , _ - -s, the City Existin 8 inch 1 ■ t)o' Exist.Clean-out y(see City of Coppeil Standard Construction Details). feet of clearance line L 1 All other water services shall be equipped with a water line mUSt I I. \ /1.4. 1 separate double check back-si lace° device in o , -_ T� / SANITARY SEWER SERVICES Exist.water etin p ga separate box • maintain 2 feet of 7�1'� ,\ 8 I lappicolon the ifications of the City clearance / = / I Exist.Fire Hydrant q wean y or Coppell.u! TYPE SIZE NO ng saddles d connection nipples to ter yoke Mall be )11 � n�, kQAY: a inch S.S.must1:`/ i.+. A`-e1 oof 20 i Service to a vie lot shall ndove a�maxnm m w r CEDAR CREST ,Inc-in z rest of O�i - +oo sAN-oz i - f 20 lochs Water der s or end! t be ices under ve ' arance +00 SAN-03 y 26 existing or proposed streets on paved peas. I� 8 inch San Sewer, .N T 4' &1- MH o X PVC 4"1� • must maintain 9. All water mains shall have a minimum cover of 42 inches below �' Meet clearance 1, X O finish grade or a required to clear other utilities.Toro- " +"'• n - EX.6'SS Tape required one(1)loot above water main, j g '� INSTALL: s�� �� 1 .i.4.-PT III lo. When Installing warn mains at sanitary o DPSYl•2f'.2311 / uy 4 1 45' :EN• 11-k O fees f tin 8 inch water line :,1. v SANITARY SEWER SERVCE NOTES:nl at rooter mai�shall be within 9 feet of the nags,n • N. 9 t� 1)ALL SERVICES SHALL BE LOCATED AT THE CENTERLINE centerline r the mtory sewer pipe. • a.must maintain 2 feet��^I 20 •11. Water mains shall be tested one disinfected In=cadence •of clearance 2t %1ST. 6 SAN.SEWER OF THE LOT UNLESS OTHERV65E NOTED. with AWNS C601. �.' �'� I! - •w %I HO+ I o ,TO REMAIN 2)ALL SERVICES SHALL E%TEND 10 FEET BEYOND THE w� / 1 V.. as IICG x� I RIGHT-OF-WAY. 12. Contractor Mall proide adequate concrete thrust block and • 1 +te W' - P WATER SERVICE NOTES:• retainer glands at dl bends and deflections greater than to INSTALL: • 7 (T�•) 1)ALL SERVICES SHALL BE LOCATED 10 FEET UPSTREAM degrees in mains one hydrant oneembuen I 7'(TYP.) OF THE CENTERLINE OF THE LOT,UNLESS OTHERWISE w10. 2x 11)11 VARIES 1-8'%6'TEE ■ I- 7 (TYP.) NOTED. 13. A minimum clearance of 24 inches eholl be provided between I - 1-B'VALVE I I - 10 warn main and storm sewer inlets. w§ O +s •A-& 1-FIRE HYDRANT IC O .14. Refer to City of Copper Standad Details for bedding requirements a INSTALL• 1 _ , O O NP �' 1-8'%6'7EE ' � 2 inch IP Poly gas V REJOICE L'JTERN wuaw ADM. 15. Poly-wrap(minimum B mil thickness)oil ductile bon p"pe.MJaN 1-FIRE HYDRANT O main F '� I VOL x5069.PAGE 4363 fittings,valves,risers,tapping saddles and hydrant lines. 9nw I' �'. - - 1 •y Q -V) ZONEO:SF-t2 tL R Pipe shall be double wrapped at all joints aced bones. •J Y +4•J/ 1T, Miiii NAIR SERW¢S ID' Extend up each seMCe at least 6 inches. i .N� 555WCCC eI. /f. _ -all ONCE SAN 16. Retaining glands and galvanized'oil thread'rods&loll be ' 41 :i i' it 18 ___provided on all bends with concrete thrust blocking and 1a .; (0'•s C pdYwrW' at . to O p_' I I L WATER W 2� 1. eta�$- 17. Tapping sleeves: Seamless seed topping sleeve,for PVC piping ith thrust blocking; solid sleeve compact ductile •+4• _. - d& bon yyf not available.coat Iron for ductile iron 0, Il0'I o (i ) pips with INSTALL: thrust blocking. 1-8'X 8 TAPPING . •• 0 L_ _ J Y 18. No•cam fittings will be allowed on $LEES pressian' gs n copper service y tiN'll' I I I _ SVL SEII SERWGE ■ -2 N CEKBI Oi L07 Ilnes. , 17 Y! - 12 19. All road Dares atoll De made using dry Dwe equipment No ' L 1` I \ C R wet bores wll be allowed. • IC + > I MO IT :SY ONAVEMA. Fire hydrants to be located three(3)feet behind back of curb ono catered n lot Ib<a or of arb returns Uldity cnlradon shall place blue fee-rte reflector in centerline of street closest to fire hymn.. • . Fire hydrant connections to mains shall be os follows: Provide eat range n h-Ilene tee; connect with MJ x flange , 11'• ,d. 25 CURVE DELTA RADIUS TANGENT LDIGTH CHORD resilient wedge gate valve.Provide retainer glands ct all 11 EtlitiefR ' CI 2206'31" 250.00 48.64' 94.47' Neoneorw ICI connections at hydrant. .. • '/ C2 27.42'24. 250.00' M eV 120.19' S759J'35'W 191072' • 23. Fire hydrants to be painted per City Coppel!Standards. 15 y o Ms XI WA �� CJ 121726' 250.00' 29.]7 93.34' S6T9'OY'W 63.24' 24. All sanitary town pipe shall be SDR 35 PVC ASTM D3034 a ETER AND PLUG SERVICa �� C4 8'4'56' 25040' 19.27' 38.46' SOJY4'16'E 30.47 (green M color). •" �'T e It � C5 3972'27- 250.00' 90.27 17126' S105Y4•W 1x9.81' i 25. All«n tary sewer services shall be 4-Inch(4')PVC and • _ located shown sa plans.Service cleanout per Coppol Details or _ �• -- .� T�as ehown. �s� EX. 21'RCP �,. NSTALL 35 OF 1 26. Contractor shall provide 2-6•x 2 x 6'thick concrete �s ANDY R�yJ --{0 *Kt : WA R : �'��yL[ G •V Ihad(3000 P51 0 28 days)for valve stacks and sanitary sewer A -_ •81ST.CON +.---IX.GAS l([JE " • - _! _- ` AS THESE CONSTRUCTION PLANS WERE PREPARED ii elf IT yf.:.''''..'::.'t iXl I«nouns falling outside of paved areas.and 2'-6'%2'-6" • - PAYfl11ENT 1 -� -� A �" GAS- CONIC �g t block out provided in paved area.Manholes falling in a -GA -- 0 HIRES w posed area shall hove a 4'X 4'block out .'Ale • • • \ EX. 16'WATER IF10 VERIFY UNDER THE RESPONSIBLE SUPERVISION OF J. A• _ CASEY ROSS.LICENSED PROFESSIONAL ENGINEER J.CASEY ROSS .A e• 27. Sanitary sewer shall be subjected to on air test and/or «' WATER �,END BORE A 41 IXMOIMICIION N0.97 Z �q 07272 •leakage test prior to acceptance. �' A INSTALL: • A 0(fiwA710N /7/.,2 of 4,c7272'O i ieel4• MO & `EPLA: • 1-16'%8'TAPPING • ^ sL1'e70NA1 l4� 28. contractor will b.required to provide TV k1•peefan of on : . A • 2 SY OF EXIST. CONC. SLEEVE a4......`• Sanitary Sewer tires pr or to acceptance and submit non of "'t 'AVEMENT FOR WATER • A_. 'e• test with•Aa buffo drawings at contractors expense. 4 e� 'Aye s TA .TI•N 1 VA • . • e M. 29. All 4'Sanitary Sewer seMcea shall have a minimum of 4' (foot)except as shown on jets s end ma mMm 6 (feel) w e WATER & SANITARY SEWER PLAN at the property line.The 4'Sanitary Sewer wye encased In concrete per RIDGECREST ESTATES City of Copps!!Standard Construction Details. Utility BENCHMARKS: contractor sewer sto paint and S'an curb(often paving)at property CITY OF COPPELL MONUMENT NO.14 'I( REFERENCE TxDOT TRAFFIC CONTROL PLANS REGARDING CITY OF COPPELL all w services. All lateral to have deanout t property ALUMINUM MARKER SET IN THE NORTH SIDE OF AN INLET ON THE WEST 7!dfl!( line. SIDE OF MOORE ROAD IN FRONT OF BARBARA AUSTIN ELEMENTARY, LANE CLOSURES NEEDED FOR WATER INSTALLATION. 30. All manholes anal!be equipped with a manhole rain pan and APPROXIMATELY 83'FORTH OF PHEASANT LANE. DALLAS COUNTY,TEXAS chimney seal. ELEVATION 508.48'(PLAN) 508.04 (FIELD) ii - TnT DOWDEY,ANDERSON&ASSOCIATES,INC. CITY OF COPPELL MONUMENT NO.16 ff NO. DATE BY REVISION 11 5215 Village Creek Drive,Suite 100 Plano,Texas 15093 972.9318694 ALUMINUM MARKER SET IN THE CENTER OF AN INLET ON THE NORTH SIDE R STATE REGISTRATION NUMBER,F799 4 OF BETHEL SCHOOL ROAD,APPROXIMATELY 104'WEST OF HUNTERS RIDGE CIRCLE. I1 DESIGN DRAWN CHECKED DATE SCALE JOB SHEET - 6 ELEVATION a 511.13'(PLAN) 510.77(FIELD) CWH 6VFf tat 7/18/2012 1'-40 11023 1 s A. PLATE NO.: 8