The URL can be used to link to this page

Villas at LV-PN040901 CONSTRUCTION PLANS Vll II Vr I A A JJ0 E. IE V HET A ,� , v A Till 2 lE 0 IN , Wit, �'`� J P U ,y , 4�Gam, �� . v ,Ay ' y p ,� (7� , Fyn 'r ,0\7 L L'�:`' • 1,� S G.,, C L.—.1 y o p c 0 pp -E -_, -_, u ,\::(,„.„),b\ ,2'" ,trr" ,% 45' c, C EioU1 CoULJJ1\ Y _ XA ! . ...• , / °> , ' Se PLAN APPROVAL PARAGRAPH U For City Engineers RE: Plans Prepared by SEPTEMBER,Sheet of Last Revision Date 2004 \� / \ RE: Specifications Prepared by "/1�L.� ��, yL Sheet of Last Revision Date // RE: Construction Plans and Specifications Effective date 1 1-/t2 / /'I�� Expiration Date y DEVELOPER: �� PJ �,� ',y�`' The above identified plans and specifications have been reviewed and found to be in compliance with the applicable Engineering provisions of the Municipal I „yr- Code of the City of Coppell, Texas. Issuance of this approval shall not be "V 61O construed as cements of the concept for way construction the details of the WAKELAND PROPERTY C �0 C, proposed improvements approval and shall not in fo the release the Owner/Developer er , and the Design Engineer from liability for the adequacy of the design nor from / tD t '� liability caused by or resulting from the construction of improvements as 17480 DALLAS PARKWAY, SUITE 217 / �`� S� provided for in the above specified documents. tJ The issuance of this approval does not authorize construction, which construction DALLAS, TEXAS 75287 / ,./,, 0 b• A,�1-S shall not proceed until the owner has effected compliance with all other applicable /` /I t provisions of the Municipal Code of the City of Coppell, Texas, and compliance (PH)-972-740-9472 t �i '`/ with all other state statutes, and regulatory requirements applicable to the v V C Improvements specified in the Identified documents, Including completion of any (FAX)-972-931 —5156 ', 1 �L.,and all requirements of the City of Coppell, Texas requiring any approval of the k/ t.\ Planning and Zoning Commission and City Council payment of all fees, posting / �/ of all bonds and then securing an "Approval to Proceed" from the City Engineer. / PRELIMIN• ' FOR INSPECTION PURPOSES ONLY, AND IN NO WAY tam•, s- APPROVED FOR CONSTRUCTION Any changes must be approved by the appropriate regulatory agencies as well as ENGINEER• the City Engineer. After the Developer's Design Engineer approves the change, the y City's assigned Engineering Inspector shall be consulted who will either approve ( r,, INDEX and/or secure approval from the City Engineer, at which time a supplemental ` (� PLATE DESCRIPnoN �� plan approved will be affixed to the approved plans,-and referenced in a (�supplemental approval letter by the City Engineer. All revisions will be included _, 4,D (^ '' /' Q in the "As-Built" plans to be submitted 30 days after substantial completion of oil DOWDEY, ANDERSON l� L/ COVER SHEET & ASSOCIATES 4''. P 1-2 EINAL PLAT public improvements. �1)F` �r "i & Q n rl tt4 INC.• ^��/J' i ,{,�'J ' PAVING PLANS f 'V 'v DRAINAGE AREA MAP \� \ STORM SEWER PLANS City Engineer Date 5225 Village Creek Drive,Suite 200 Plano,Texas 75093 ` ,, WATER AND SANTARY SEWER PLAN vvv ��` 14-15 SANITARY SEWER PROFILES Phone 972-931-0694 Fax 972-931-9538 16 GRADING PLAN 17 EROSION CONTROL PLAN Nor„`, 18 SIDEWALX PLAN 0.tE aF Tf''L, L1-L4 LANDSCAPE PLANS THESE CONSTRUCTION PLANS WERE PREPARED -'i.' ��IA R-1-IR-e IRRIGATION PLANS UNDER THE RESPONSIBLE SUPERVISION OF DANIEL %• L. HEISCHMAN.LICENSED PROFESSIONAL ENOINEER FDN6e.L HEISCHMA/1I H1-H2 HARDSCAPE DETAILS NO. 93762. A 93762 Al AA �iCENSO,Fi . U ,e7 /.k "rte �`� � ' GUIVSI GONGHEADER k r 4/ \ �j` � � ?� y��J✓. � i� STD. SfitEET BARRICADE / J�(, �9 a 4 // P U >_ 5+00 MILTON W I' - - r/ �/ V °` J o TC 451,32 I /, ° - --' I - - H i' r� 12 13 FL 447.32 m he F7u��1 :0101 - t✓ 1 ( 3 C 4 6 7 8 9 10 11 22 AOC CURVE gA1�1 3+82. 7 ALLEY 'D' �+ S�i&RENO V r� "� I DELTA..3227 42 C \ EXIST. CU 4;4iTT .� R�25.00' J CL O u1' DATA �nt Z g^/ +30 P 4+00 L KE VISTA LACE ,ry o! L=14,16'' U �a 0'00 Of 3 2 1 0 30 126 LF x 1 CONST 1-10 STD INLET I W R=...00 7 6 5 4 CONS. 2- S �. INLETS •� TC 44•.11 1+85,08 LI,AKE VISTA PLACE= TC 450:0 $ OA CHD S75'38'19"E T=-5,••' 6 yl� Ai z FL 44.11 A 7+19.82 WARWICK LANE FL 446.:0 21 Q ��, L=7.,69• ® o Z ?VI 4+50•: Chd-S4 07'50'W E3.64' O + c' VI• -- Q- N P.iLi7E•L� 9 +80 MIL WAY ,,, N o (- D+00 LAKE VITA PLACE in 1 0+00 MILTON Will - -- t STD.IN T LAKE VISTA O.IVE B 1- +99.92 LAKE VISTA PLACE= S/ , m 1 - 2 - .-m 4 I +08.79 SNOWSHILL TRAIL �� 990 I_ • W Y"Z LAKE VISTA •LACE ~ a c4 NECT TD �' 5+85.49 ALLEY c + -, ++- 3 o 0 iw ��_ ]L E STINC i�� a A X = ^ p _'�- - Q C] SX 24'TJEMP.ACCESS DRI {il 3 -,m 2 wa i ml I N - B CIFJC, 000 PSI 1�% �� - -+- - -,- o R m + - - I- -I ---- ,0101 a _' I g� �� 1 MILTON WAY i,. ' 4.-4,tY � `'!�� - v _J DELTA=1225 / CM a U W �1 + -----__�1� R-39,00' t!` l�l ,r --"g O _Q 15 N / CL CURVE DATA �. T=71.03' CL CURVE 1 ATA � •< 1 $m ¢ J x'60000 09 2 O L=83.38: ri,.., i �' 4, Delta=873'".3 1+ / LAKE VISTA P g 3 © 16 ' I 20 CHD=S -'21'42"W 68014 C� R=250.00' m r. 14 1 c,4)-- T=17.99' Q - CONST. 1-10' STD. INLET eE 4x +� Ch d-505'5 06"E 35. �' J TC 449,95 Oh 28.8 093'35`W 28.67 na � r �G L=35.92• FL 445.95 11 O 2 21 20 19 18 17 16 15 14 5x k V J50'R.O.W. 7 r () 7 l/0' G GENERAL NOTES S.Contact the Englnew 48 noun(two.onik,g days)pier o 11' 28'B-B 11' �,✓ 'y �'1 ,\ / 7.All Material and workmonehip shall conform to current•`�I SAWED LONGITUDINAL r (/ ' ` N.C,T.C.O.O. Standard Specification for Public Works 6.M RI shall be compacted to 95X Standard Proctor Density in (`7 1 4 DUMMY JOINT WITH 8'MONOLITHIC RB 'M � �/ y / Conetmelton, the City of Coppell Standard ConetrucHm maximum of B' (eight)MN Ilfl;v recommended by the I.D' 4' APPROVED SEALER 4 e+lrtT 4' 1.0' - ,�i,/ \/ j" Walls and Speciflcotlone, eotechnled laboratory. 'AN'' /t 2.It will be the reeponeiblIty of the contractor to Protect Op 7.Pay. contractor shall be r \V )14 v \ 9 ee e dl a(7 J .1/4-/FT 5'CROWN 1/4' ` \ public utgl[le•In the eonetrvctlon f this Pro bet. All requlatima of dl street Intwxellme. Berner free ramps �Y m hdes,deonauls,valve bmle;fire h ter,etc.,must be ```T(j.\.i •' Y, :Tj:ri;• ydran shall be constructed according to the Texas Acceselomty Z f/� ■--_ 3 adjusted to proper and grade by the contractor orb To bsoreonet uetsd at the Curb lans Rho.nee e m cone ueted. ` �s�MUNON Q GR •HIC SCALE and offs the Pla.ln AT.xmmt on. 3 O to a 1m 3.The Contractor I.reepmeble to preeww the And dtgnment 8.Proposed s evallon•hoed h street.as twopoeed top of curb `? 12' T' end grad.stoke.as set by the Engineer until the completed ¢ 8- LIME STABILIZED J\ �� ...ovation I.willed.In the event stoke.on lost the Engineer SUBCRAEC PER Ce 9 CITY SPEC. (V1.1/THK,3000 pd CONCRETE `( accepts no rsepmsbAity tar dlgnment w grade. 9.Dmdopw.pon,l a for dl sidewalks*ow oe shaded.IndMdrd N0.3 BARS 24.O.C.E.W. '✓ ( I rent) builders.e.pmede for eldewalk•adpcert to seen lot.Locale 4' 1 Ina - 4D ft 4.The Contractor shall provide o0nebudlen etgnog.and bwrkadNg concrete walk i'off properly line unless monied°theorise. TYPICAL PAVEMENT SECTION O J ( according to T.DOT M.U.7,C.D. *NOM 91DEWALJL9 BY BUILDER y� / 10.M1 Nord Pau,and Yregulor erections shall contain o 3600 pet N.T.S. UNLESS SHOWN ON PUNS /� S✓ Q. ems Vitt a minimum of 6 socks of cements Pr sunk 1md. • \ pL� c„� 0+00 1+00 2+00 3+00 4+00 \J /`�.. /`D (/, 5+00 4+00 3+00 2+00 1+00 0+00 1111■■ ■�■e•�e•■■ ■■11 •' 1111■■■■■ • - �I ■■ IHII,,N■M ME •••••••■•••■1•�•■ 11•11111111111•••••_■.••....1.■ ■ e■.r1.�* Al■ a=■..�■.■■■1 ■ ••• ■■ •01••01•■ 1101•■ ; 1111 1•1111111111231-11111•1•111111_ ■■w■w�■■P1■■■■� I!■■■r• ��e■eel■ a ;1e•A ■■e•■1■■w■F 1!I■�■■.■■■■ ■■ ■■•■�■!��■•■�1A■■ -�I 11114 '" ■! IL!___' 1 • II I �1�1•� ■� ,. ,� ■ "lip 1■e■1■■le■It 1111-0101 ,. _4M ‘ 1• 31; a� !! a �■■ e i ■ ..c ■IN. 11■� �� 11[01: .�'a� 11F�� 11■■�11�� r �■■■ ■■ i ■1�■■ ■ 1■■i■11111 ■■ a �11�• 0 - 0% iP,,I��ME■ ■■il�IIa 11"3 /7-77/e7;--W 'Oft; ///./1//f pier. viii ,-.1. r._..,. ■ m 11■11Le4 111■.w . !.';,,....��,,: ��////%%///ice%%//��oiiiiii�,a��..,,, -;�.�: r ,01.,,1.11 • -i f:.�/.� ;0101•/////!/%/////%f�/.1//%/��,riiia�,•��p%:��«�,0;�rro 1:ell■ !!�'-arSe%/!/4% / % % % 7 i %i7F11-11.111..•% ././Y ,..."- --- - �_[�I��1��■■■■�EilliAIFi *5";1Ari.A" !�i�./irMrZ� .#'WO � ��////1�� ? -... %r'i' �rr� i i • o �..��,i ! .��//�' �.�i2,i„r,.�.�immu..1 2L4�' �■■�1111■I/■1��'i'G'i fir■r..iiii iiifii fib YiGfieo1■ 1111111■ r i111■IIliE► 1!Ir�■�' 1�fii■�/lam ■■■I MEMO■■11■1ig■u■■ ■11■I■= Irma. D ■■ �■ ■A■■1■IM1■■e■ 11•1111111 i■■11•�■�//! ■■11_e�MI11■ ' EMI I■11■11 ■•■■■■PM. lgIi - 1Z1 1L'�■�■■1■■11■■e■ 11111111111 1•■111 '• e• '''''' •1111•■■■•110%. .4 -'e• i 11E11-■.■11■■11111.■■■II■II■■ ■■�■■■■■ MIII1 111■ 11■■11■■■■II■■11.■.■ 11■■■.11■■.■.t, ■■■1 311•1•••• .■■11■11■■ ■■11■■■EOM Ile■11 ■■■11 -114�1� ■e11 ■e■ee■II•Ile■ ■e■ee■eIiIi-1tF - ■■■w ■■■■■■■ I■■11■■■■II■el�l ■ IMI.N ■■Il ■ ■■■ ■■■•e11•II•eee■�■■�I■ ■■■ e�e■■■ i■■1 ■■■e 11■e � I1 ■ ,' ■■11MIe�•ell•I ■e•il■■•■�I11..111 _9. E�� ..111.1 ...._. ._..11.1 ..._.. 0101 ....... I .1�....■. 01_01-. 1 .11....• 1...I� ... . _h . .. , ��.. .. ILIB..__. � .1 .__■■I■ •• ....r.11IE.11... . . r a •A1� ■we■e■�■■■■e ■ <e•■■■■e�■11�■■e■ le I■■■�I■■la■e■Jjriii i !itiMii Mill.r � - w■e■�el ■ ■e�r�■■■�■■•• y ■ ■�■IA :�e •eels . �■ .1 ---- ---------- UUEii!ri C��..I- �.I1_IM E1 !UUII ViIi 1 ...■..... ..■�� e.�l �I1 ■ ■e■ ■•w■e■� e.■� e ■11 ■11■ 1111 P AVING PLANS •••••1=••11•••••ee•■ee• e■e MIN 111•••••• • Mere ••• •• •••• ■■= • 11.111 11■■M ••••■■■■�■•e�•■■11 ■1111 ■■ • VILLAS AT LAKE VISTA PH. ON •••• EMI •■� ■�■■■MI•_••••■■■_■-1111■ ■111 E I I A-Y 11■ cm of coPPI MIME e•�■■e■eels■ere■ 1 ■•■ ■•■ •••••• ■�1I1■e■ b„-it's--• •,�R k_No._ 0111•■ 0111••■_■■� MI•11■■�■■�i■•■�■•■■e■ ■ ■ee 9A M« -0 • • d 'PION DENTON COUNTY,T,9(AS BM aENCHN TOP F 3 ■■■•�■■••■�■■■■� ■■■��N■ ■■■■■■�MEM, P�41I � BM: TOP OF 3 ALUMINUM MONUMENT WITH ACCESS COVER LOCATED AT THE LIFT STATION SITE ON DEFOREST BM/2: 5/B'IRON ROD WITH A RED PLASTIC CAP STAMPED"DAA"; APPROXIMATELY 155'SOUTH OF BM/I, +L S' ' l 1 NORT,WEST THE MACARTHUR CURB NE BOULEVARD;DEFOREST APPROXIMATELY 10.4'WEST OF DRIVE TO LIFT STATION AND 7.3' ltiW, f+7�� NO. DATE BY REVISION DOWDEY,ANDERSON&ASSOCIATES NORTH OF THE NORTH CURBUNE OF DEFOREST ROAD. LOCATED IN THE SLOPE OF THE NORTH SIDE OF DENTON CREEK AND BEING 2,380'+/- FROM THE CENTERLINE THESE CONSTRUCTION PLANS WERE PREPARED e`er: , ASSOCIATES, ELEVATION -457.04'(FIELD) 457.04' C.O.C. CPS NETWORK) OF MACARTUR BOULEVARD, f: ♦II -•<, �•�y e'er p�,,,, ( (C.O.C. )eHDLD UNDER THE RESPONSIBLE SUPERVISION OF DANIEL (.+ '../ ./ i 5225 Creek Suite 200 804/1: SQUARE CUT ON THE NORTHEAST CORNER OF AN INLET ON THE NORTH SIDE OF LAKE VISTA DRIVE; ELEVATION ■ 448.88'(FIELD) L HEISCHMAN, LICENSED PROFESSIONAL ENGINEER Skl11EL________.- Plano,Teas 75093 972.93 -4 /l ✓ J \r r` /�� CURVE TABLE • GRAPHIC SCALE CURVE DELTA RADIUS TANGENT LENGTH CHORD ' 3+48.81-40 ` MILTON . m o a n Cl 90'00'00*C2 4196'35' 47.50 47.50' 74,61' 5439 7'S0"W 67.18' 77.50' 29.04' 55.01' N7114S2W 54.42' WAY imilminilli■■J CJ 14432 157.40' 20.33' 40.4r 5091 3'53"E 40,38' ( IN FEET) -W I Ar 5+85 49 ALLEY'C' 1 Inch- 40 ft J x 3+99.10 MILTON WAY JZ 1 R9 o� ✓ GRAPHI SCALE I ex s ¢ Li ✓� b m p PC 4+93.68!. �� 25 24 IY `ti = � +� < 4+60 PAV.STA. 23 22 20 19 19 17 16 15 14 5X I- PT 4+75.82 21 n J (p \Z-c) O 34 1-2'GR TE COMB.INLET �S INV.451. 4, THT 45.06, FL 4 7.89 C J 25 t Inan- WARP IN RT TO I LET THROAT � t I W I /� �, CONST. 0 IF VARIABLE HEIGHT WSJ I I ice- 1 11 12 I 13 14 Qv 15 � 16 17 2X - ON EA* SIDE O N I I I I I I �1 I 33 r Q 1� /, p, \ F. Z 0+00 ALLEY"C I S I I O I F I 8+22.01LLSNOWSHILL TRAIL J ��-._ y ' _(n 5+41.71 SNOWSHILL TRAIL n. ) I FUTURE VILLA$ AO" LAK�j VISTA PHASE • - + I - - _ R 24 Y� z i I 1 I 1 F �� CUR_ vE A ALLEY "C" B I R �LI I 1 LLEY "D" 1 32 PC 9t91.2L I I 1 M■ TA-90'00410' I _ _ RR-20.00' CO 23 c? wF� { - + - --+- - �T - .ate ✓J T■20.00' CO 5 \ I, C m L-31.42' m '■ \2+H)CI PAV SBA .75 o CHD�S4J'OY90'W 28.2!' 8 9 10 11 12 13 3+82.77 ALLEY'D' 'n- INV GRATE 4T 4 INLET 10 1 2 3 4 6 7 + I 'orb 7.•1: x 2X LL! O w RP5 Nv85ERTT T04 INLET hiR0AT.58 F STREET �o .-311 Li IX I CONST.10 LF VARIABLE HEIGHT a. N 1._i 10 ON EACH SIDE 1 E C 9 8 7 6 5 4 3 2 1s' O . U 10' 2,5' GENERAL N01ES 05 y y. 5. Contort the Engineer 48 hours(two working cloys)p - 1. M Material and workmanship Moll conform to current beginning exmwtlon. 1::, _.... 3' N.C.T.C.O.0. Standard SpeclfeatIon for Public Work. 6. NI"1 shall be comported to 95X Standard Proctor De 12'�� GRADES 1_L_ (1ENERAL NOTES FOR ALLEYS AND DRIVEWAYS Construction,the qty of Capped Stondord Canst uctlan a maximum of e" (eight)Inch nit. or recommended INVERT I. CONCRETE FOR ALLEY RETURNS AND DRIVEWAY SHALL HAVE A MINIMUM COMPRESSIVE gentedhnlcd laboratory. r - - \........,..-13. 6'•••3000 poi CONCRETE Details and Spsetaeallone. 7.5"-3000 psi CONCRETE STRENGTH AT 28 DAYS IDENTICAL TO THAT SPECIFIED FOR THE STREET PAVEMENT OR 2. Il will M the r BASE WHEN BUILT AS COMPONENTS OF A COCCREIE PON 11 PROJECT.NNEN BUILT eganebally of •t can0 th to protest an 7. parsing cantat. shoA bar respanhdNe for on A.D.A.a SEPARATELY,THE STRENGTH SHALL BE AS SPIgFlED ON THE CONSTRUCRON PUNS Publle utpilise In <he eonstruetlon of this ate. at. All rsquiotbne at an etrest Interwetloes. Boa. /rn bI O 3 ENO.J BARS ON "e'•�• manhdes,deanautA acne boles,IFS hydrant0.etc,must bar ehpn bs eanetrveled vavdk+q to N+e Te.ae Acceesbl N 24"CENTERS 2, CONCRETE FIXt ALLEY PAVEMENT SHALL BE OF THE STRENGTH SPECIFIED ON THE od)rstad to proper Ilne sand gods by the conlroctar art-to $tondorde Section-4.7 Cum Romps. N0.3 BARS ON CON51Rl1CTI0N PLANS(3000 psi OR 3600 p si MINIMUM COMPRESSRON) and offs Ns placing o/ascowllan. To be constructed at the tine the etreots are constr. 24 CENTERS 3. The Controetar M r ALLEY RETURN DETAIL 4'63500 pd CONCRETE J. SPACING AND CONSTRUCTION OF JOINTS SHALL CONFORM TO STREET PAVEMENT DETAILS. sponsble to preserve the and alignment a emPased works+shown h cheer,are proposed to d a, and grade stakes on set by the Engineer until the completed elevations. 4.5''"3000 4. SUBORAOE STABILIZATION SIMILAR TO PAVEMENT OF STREETS. eswwtbn N nettled In the event stakes as lost the Engineer STREET R.O.W. pal CONCRETE accepts no responsibility for alignment or groda. 9. Developer responsible for an sidewalks sheen to shaded.he 0, PAVEMENT KIDENINO AT BENDS AND INTERSECTIONS SHALL CONFORM TO CITY OF .dare responsible for sidewalks adjacent to each lot Lo TYPICAL ALLEY SECTION 4. The Contractor mall preside construction.knave and book�ang concrete walk 1'on pr000ty line unless marked other N.T.S. oewrd g to T.DOT M.U.T.CD. 10. M Hand pour,and Pregula',tons shoe coMoln o 3600 2,rj' 1 0' 2.5, COPPELL STANDARDA (SDS AND SD6) wnh o mhknum or 6 sacks of cements per cubic yo 15' �� 5+00 4+00 3+00 2+00 I 1+00 0+00 3+00 2+00 1+00 0+00 ■■ ■e■■ ■ ��■ ■ , ■■■ ■■ ■ ■ Li!IP;-i1_,11 1� 11 111 1 .,.1 1 � - 1 I If It I�IIII._. . ..a• II NI 1 MI EN- • •55 ni -.1.1. .1, . • 16111•• 1111•11111ME.1I 1 �I� 1..■ti �L�.0 1g,© ■■ ■■a�!I!��'■� ��!. OyL 1 P.O./ .or..yiiiiiiii��+///1////O%/l %'iiii,...._. - �� 1!�I' ■�■� ■■I �� l♦ ■■ r - ___I ' 11.111 ' i= ... 111 ■■ ■ r %%'iii- ..�T!!!!..,■' „,„,,„...��"iiiii%i/ %/,%// %''///%/%///%%///%///%%//�/%//�//•%%%%%////// %�%� / ii i�� ,..-;.. . , // N //�///ki: uIgIvuI 0.5, I� . 0,5 A% 4 II� " �11.11M■I■ (il rte■■ (ibi sisi(firra!' ii ,:Ai.ri�,..' ,,, co►aP. F -��11I�■■■■�■■ems � �� 1111 �:1-I ' 1 �■I■�■�■■�■�■l.�. ■ Na 1I!UIIJ1 :■ ■■- 11111 GROUNC 4a5 111- _ 440 � � � I I g _ ___ �" !1� I ■ i _ ads �: _ PAVING PLANS PRELIMINARY VILLAS AT LAKE VISTA PH. ON ■■-■_■■-■-■■S■ ' ■ • • MINN 11•1111 ■M ■■ FOR I --Ee CN PURPOSES ONLY ND IN NO CITY OFCOPPELL AY XI A OR APPROVED FOR CONSIRUC'ION DENTON COUNTY,TEXAS BM: TOP OF J ALUMINUM MONUMENT WITH ACCESS CO a• LOCATED AT THE UFT STATION SITE ON DEFOREST BM/2: 5/8'IRON ROD VAIN A RED PLASTIC CAP STAMPED"OAA'; APPROXIMATELY 155'SOUTH OF 8M/1, t „'...,rf AI ROAD, WEST OF NORTH CIJUR BOULEVARD; APPROXIMATELY 10.4'WEST OF DRIVE TO LIFT STATION AND 7.3' LOCATED IN THE SLOPE OF THE NORTH SIDE OF DENTON CREEK AND BEING 2,340' +/- FROM THE CENTERLINE ♦,'• :f A NO. DATE BY REVISION I DOWDEY,ANDERSON&ASSOCIATES, NORTH OF THE NORTH CURBUNE OF DEFOREST ROAD. S!' OF LOCATED IN BOULEVARD. THESE CONSTRUCTION PLANS WERE PREPARED arr Alit ELEVATION - 457.04' (FlEtD) 457.04'(C.O.C. CPS NETWORK).HOLD UNDER THE RESPONSIBLE SUPERVISION OF DANIEL r: •�% ,�� 5225 1gageCeekDrive,Suite200 Plano,Tens 75093 972-93 BM/1: SOU ARE CUT ON THE NORTHEAST CORNER OF AN INLET ON THE NORTH SIDE OF LAKE VISTA DRIVE; ELEVATION ■ 448.88'(FIELD) L. H93782.AN, LICENSED PROFESSIONAL ENGINEER DANIEL L HEISCiStAN •PONnYIN•Trry ore tin re r•eT nr our.u..•a,.,,mA•vs-.•..r. nem.•l•„r.....•..,...•, •.,,...... . • ...,�� BIM: SQUARE CUT ON THE SOUTH NOSE K MFfNSN•T TNT-NGRTI tYrPerennu ru u•r•PTUnP eon ru•en N0, 93782. q•. 4 . = . >4__ s ti Z E _ ' LL;---------- `•" / 4.010;16.11.171141.1.11.1L416.4,._____4 11-/`'gIll�; D r%sL rc �- 61 41• 8-, �Ski ^ �� a �"��.Ir� 3��R" L 450 _ ; o i . c -� Lei C �'" ® ("� i' 9x �.._, • �� •9 (?;�T4z �'�k.•. � ��.' L� L---��"'�-._�.__ �rn �� 0 ®t . TOLi LAN ® 2 i I _J� LIDT; V1 � 2 ' �tL7".' - ® N L------�i----I I----- BLO_D( ` .. e o I ' , Lor 1x . I 1 I 21 I I 42 a` ill e l I 3 ;��'SlF7I' ( I� t J c7 L__- --- I r Jz�s u!mC�l ■ 1 :24 I �fl�' I �tY•l. 2 :± 5 j I I © 4, , j �1 --- 11111[4 I a Algrsk I . 1 z 1 1 •., '1\10 ... \ til ,D ''''',, : , i,t1" MOB .24 . E co I i' li , VII 1:2 x ■ e. 1 'i `-----1.1---- v it"-- -T ti, y lE FJ .01.0_,/ -'WC,'" �3B-�.. % 1\ 1/' _x:. L71.11 Illigli ‘ 1 7 \ o''T�j' I1r\ I� to ,. IEI\ '�(/ -' j � �• GRAPHIC SCALE I- \,,,--,,.`--..±-4-g6.-,-=-7 - - __ - . _ S ( ft �- - - X55 __ --- - �. - %.�:// - --�7 � _ .� �i .;�� .. -�FDV'� a.. c _- - iG _ 2 � J .% ".§ Yti g l o; t e r.:_ _4.i 1 3.55...- _ -_ ._, _ _{"-" ,.-.-y ._ yte,l S L Legend _ I �y, 'F4TL -tat;:-..__.. 44y 35iZ LZ _ 3 4Ti3_:�i :% t(h J‘ Qt..' `mod 77-17-4-4.45._ _ 4-45- P+_L !.. --. 4 -2[4-� f i, ' �::%'- \� `1 Drainage Area _ .� .'� _ J V e �% �r 4�.._-_. ��•' � 17.8 IDO yr Flew(eh) 1 1 fly ‘1 17 Flow Direction INLET DESIGN CHART DRAINAGE AREA DATA W aptZ INLET AREA RUNOFF °0� Car.y- AREA AREA TC a (� D• 0-DA Frain Total Selected � NO. (oc.) C� (m11.) (IV/hr) Cale) Comments -\ wwMwe.. Dralna9e DMde Stem Time al nanny Runoff Upehm Cutler nutter Gutter length Innetnn Inlet --500---- Ent Centaur So. Location Fred Cana 1 CeeH. Area •0' Inlet Flow Canny o f..) Sops down 'LP Inlet Capacity A-1 22 0.63 10 B.BB 12.7 To Inlet Al k A2 m 2 (pa) (min.) (In./hr.) CC') (As.) (eta) (cite) (etas.) (Ate)(RAM N Type (Feet) TUp. Cats.) Cats.) A-2 1.0 0.65 10 8.89 3.8 To Inlets AJ 3 4 5 6 7 8 9 10 11 12 13 14 is 16 17 A-3 0.6 0.85 10 8.85 3.5 To Inlet A4 - �. . . - � MEI Proposed Inlet/ Al 3+18 Wbnhk Lone 100 10 8.88 0.65 1.1 6.4 - 6.4 6.4 Sag 5 Pore 10 SW. - 21 5-1 1.1 0.65 to 8.88 6.3 To Inlet B1 28' B.B. PAVEMENT O Block Numbs. A2 3+15 Warwick Ions 100 10 aetr 0.55 1.1 83 - -' 6.3 6.4 Sag 5'Para 10 Std. 21 5-2 0.5 0.65 10 8.88 3.5 To Inlet B2 A3 2+36 Alley Mack 18-r moo 10 858 0.65 1.0 58 - 5.8 6.0 0.59 rinsed -2-(rats Comb. 14 N=0.0175 A4 P°*M9 Lot Lot IX Blade A 100 10 Beg 0.65 0.8 3.5 - 3.5 - Sag - 10 Std - B-3 0.6 0.65 10 8.88 3.5 To Inlet B3 k B4 T1 B-4 0.5 0.85 10 5.88 2.9 5" CROWN 8-3 1.0 0.83 IO flBe 5.8 To Inlet 85 Lot 5%Black'A' 100 10 Bee 0.65 1.1 0.3 - 8.3 - Law 3'13• Drop - 12 To Inlets BB&07 DEPTH OF FLOW=6" 82 4+00 Snow.hll Trail 100 10 86B OAS as 3.5 - - 3.5 • 6.4 Sag 5'Para 10 std 21. AREA=5.94 SF 53 4+00 Lake Vita Plan 100 10 1388 0.65 0.3 17 - 1.7 ' 64 Sag 5'Para _ 10 Std. - 21 C-1 0.8 0,85 10 6.88 4,8 To Inlet Cl &02 84 4+00 Lan Vito Place 100 10 Bee 0.65 0.3 t.6 - Le 5.4 Sag__ Y Para ID SW. - P1 o-2 2.0 0.65 10 8.88 11.5 To Inlets C3&C4 WP = 28.02 FT PRELIMINARY 85 2+50.46 Mley Bled,•B-Y 100 to 1388 0.65 0.3 2.9 - 2.9 8.0 sag 6invert 2-Gat. Comb. - 14 C-3 0.9 0.65 10 8.88 5.2 To Inlet C5 R = 0.21 FT FOR INSPECTION PURPOSES ONLY, AND IN NO B5 1+30 Lake Vila Race 100 10 856 065 0.5 2.9 - 2.9 6.4 Sag 5'Para 10 Std. - 21 C-4 0.5 0.65 10 8.88 2.9 To Inlet C6 87 1+30 Lake Vilna Pion 100 10 885 0.65 0.5 2.9 - 2.9 5.4 Sag 5'Para 10 Std. - 21 C-5 0.9 0.65 10 flea 5.2 To Inlet C7 0 = 179.72 NJ S WAY OFFICIAL OR APPROVED FOR CONSTRUCTION C1 0+80 Mite Noy 100 10 8.88 0.65 0.4 2.3 - 2.3 6.4 Sag- r Para 10 Std. - 21 C-8 0.3 0.85 10 8.68 1.7 To Inlet CB C2 0+50 Mltan Way 100 10 8.88 0.65 0.4 2.3 - 2.3 5.4 Sag 5'Para 10 Std 21 C-7 1.7 0.65 10 8.58 9.8 To Inlet CO k C10 C3 7+57.30 Sna.ehll Troll 100 10 13D6 o.es to 13e - 5.8 e.4 sag r Pan a std. Was ALLEY CAPACITY CALCULATIONS C4 7+57.50 Snow.hll Trial 100 10 886 0.65 1.0 88 - 5.5 6.4 Sag S'Para 10 Std. - 21 C5 6+22 SnowehW Dal 100 10 8.88 0.65 0.9 5.2 - 5.2 6.4 0.5% 5'Pao 10 SW. 7.2 10' ALLEY CO 2+45 May Blade'D- 100 10 886 0.65 0.5 2.9 - 2.9 6.0 Sag °invert 2-(rate Comb. 14 C7 4+60 Alley Bled,'C' 100 10 588 0.65 0.9 5.2 - 5.2 5.0 Sag rinsed,-2-Gat. Comb. 14 N=0.0175 CB 5+00 cet.woid Lane 100 10 Beg 0.65 0.3 1.7 - 1.7 6.4 0.5% 5'Para _ Std. 3.5 6" INVERT C9 5+65 Future Ph 2 Cotswold Lone 100 10 6.55 0.65 0.9 4.9 - 4.9 6.4 Sag_ 8'Pan 10 Std. 21 CIO 5+65 Future Ph 2 Cot..dd Lane 100 10 Bee 0.65 0.5 4,9 _ - 4.9 0.4 - Say 5'Pan 10 St - 21 ARE A=3.54 SF DRAINAGE AREA MAP WP = 15.05 FT R = 0.24 FTc- VILLAS AT LAKE VISTA PH. ONE Q = 84.15 y-,� C/1Y OFCOPPELL BM: TOP OF 3•ALUMINUM MONUMENT WITH ACCESS COVER LOCATED AT THE LIFT STATION SITE ON DEFOREST .geAk1 DENTON COUNTY,TEXAS ROAD,LEST OF MACARTHUR BOULEVARD; APPROXIMATELY 10.4' WEST OF DRIVE TO LIFT STATION AND 7.J' BM/2: 5/8'IRON ROD WITH A RED PLASTIC CAP STAMPED•OAK% APPROXIMATELY 155'SOUTH OF WAIL j�"r. ...}iti NORTH OF THE NORTH(FIELD) O E DEFOREST ROAD. LOCATE!)IN THE SLOPE OF THE NORTH SIDE OF DENTON CREEK AND BEING 2,J80'+/- FROM THE CENTERLINE THESE CONSTRUCTION PLANS WERE PREPARED (.0.7i,' dp 1/A NO. DATE BY REVISION DOWDEY,ANDERSON&ASSOCIATES,II' ELEVATION.457.04'(FlEID) 457.04'(C.O.C. CPS NETWORK)'HOLD OF MACARTUR BOULEVARD. UNDER THE RESPONSIBLE SUPERVISION OF DANIEL .: GGH [y, ' BM/1: SQUARE CUT ON THE NORTHEAST CORNER OF AN INLET ON THE NORTH SIDE OF LAKE VISTA DRIVE; ELEVATION . 448.88'(FIELD) - L. H93782 AN, LICENSED PROFESSIONAL ENGINEER ONJEI,L HEISCHMANi ? �. 5225 PI9TIO,Taos 7509} 972A31- /LAKE VISTA DRIVE INTERSECTION AND 0.8+/-MILES L. 83762. A - .,E. •�..6c�LlEII DIDA$1111524) APPROXIMATELY 0.5 MILES EAST OF THE MACARTHUR/LAKE BM/3: SQUARE CUT ON THE SOUTH NOSE OF MEDIAN AT'THE NORTH ITERSECTON OF MACARTHUR BOULEVARD y �93762Q PEST Of VISTA RIDGE BLVD.(S.H.121)MKE VISTA ROAD INTERSECTION. AND LAKE VISTA DRIVE 1 7CEN5� _- _ DESIGN DRAWN CHECKED DATE JUTE b0 JHL ELEVATION .448.89'(FlELD) ELEVATION .430.37 MELD) i -. I11I.... DLH LSl DIN I0/15/01 7•-60' 03067 L 1 ( N 6 0+1234'A'w PI r 7. 1 x INSTALL 30 45'BEND 1-2 GRATE COMB.INLET GRAPHIC SCALE m w RP INVERT TOµ8 'FL .T 1 1 •43. Im - 1 7 AMBLE HEIGHT 11�� ••tTH AND 5-CURB NORTH •. 7 O ( w Fxcr) aG 1 AT END a PRK ST t man- 40 1s. 1 I 1 / 6, TCxxz xx,FLtoar,xx '■ Q 1 +7 @-PIPE CHANGE 0+00'A'CONNECT TC 1 LLl I 3 4 © o 4+00 CL PAV. STAND 37 iCp . 6EQN 21'RCP EXIST. 70 INLET 5g`111 w 1 '1s �� +. �.= • 'r ANGE I 1 0 + 8 2-19 STD.10 RBINLET 11 1 rl OP' 'I �® 27 X21 WYE �� END 27 RCP- • RCP 1 2 S 6 at 7 TC 450.80, FL 448.80 n gi I84'0' . 1+30 • PAV.ST • ry 12 v 13 o Y�ut '�1� 2+47.98 A'EN21- RCP• 44+ �- 27' R P CS_ T INSIDs WALL . INLET F- 1 1 93 ••'t s '. a 4+93.32 'B' END 21' RCP 0+67'A' 4.I I �� ze U a u I A INSIDE W LL OF IN T 30,x2 WYE L0T3x Zo �.�1 ® 6 5 4 5 1 I 21'RCP l0'SAN. N, yyI-.{(I, ��_ , ® A INSID ' OF N 'RCP 0403,29 'A' An 1 a. V.�11 RG�L W 'L1' I 21 JO x27 WYE 11 h '6r i, Y ' 1 �� LAKE VISTA w � _ + 111 . R +4• , ry � v� 1 .�i 1 11 O 2 %21 WYE N m • -AV. STA. i J� I I Mt 2 •� I' so • . j11H °- (7 2- STD. CURB INLETS.... -.�C3 AT INSIDE WALL OF NLET 111,11 a 'j TC 449.50, FL 445.50 pi RIOT 1x, BLOCK A �% ' - ` ` 1 _ i t-3'x3 DROP INLET �" O -�� TOP 452.08 451 0�0 //// W rod I 30' RCP VI_ t e"wA7ER ® r(, �B/% •( . ® Ft 448.42 CURVE TABLE •9'+' - `, 1B �`' I 3o Lr CURVE DELTA RADIUS TANGENT LENGTH CHORD 21•RCP 27.42' 53,92• SO414'41'11 53.17 i ii fl `�1 ' 5% cs i5iv7w sD�Da�o' 40 90' NO 70' xD31s49'E eD15' GRAPHIC SCALE .^I I 0+92 'B' 1, 15 / ® E,��/ 4400 • PAV. ETA. o I �/ ml 30"x2t"WYE U LL/ . I - , Fr•: •e «, �� ul 3+19'B' L 467.90; FL 447.50 J �I A Z I 14 WYE /, 16 O ( w r>¢r) a l ' 1 -� i 20 A I Inch_ 40 ft W < 4 GENERAL NOTES DRAINAGE N 1+30 EL PAY. STA. 17 ro 2 - o1- 10' STD, CURB INLET r 7. The location of existing vtflitiee indicated on these plan: TC 449.95, FL 445.95 I� I. All material and eonetruellon shall eonlarm to the Clty of token from public records. The exact foeotlon and Blew -� '' Q Q si or poll Standards and SpeclRcatlans unless atherwlse noted of all pub in whether shall be determined ie the Cothan 0+00 -B'REMOVE EX REC. INLET J\v or approved by City. to ascertain whether any additional /atlNtiss other than • r• •••. Tv.••s C+84 CL PAV, STA. Z shown in the plans may be present. 1-2 GRAM COMB. INLET N l �s 2. All storm sewer pipe anon be Class III R.C.P., ATM C78, 0• AND BEGIN 30 RCP INV 450.45 THT.450.24,FL 447.24 unless otherwise shown. WARP INVERT TO INLET THROAT 8. All concrete used for construction of storm sewer manh CONST. 10 IF VARIABLE HEIGHT t/ 3. All ditches shall be tamped and compacted to 95X Standard and inlets shall be 3000 PSI concrete at 28 days. AVE TABLE CURB 10 LF EACH WAY Proctor Density outside of Pavement limits. Ditches under 9. Contractor to use Gtf lord-HRH 'B-2"Cr equal for all CURVE DELTA RADIUS TANGENT LENGTH CHORD pavement shall be compacted to 95%Standard Proctor Density. horizontal and vertical curves. Cl 10707'50' 200,00• 2423• sem'. 51510'1215590• - 4. See water and sanitary 0• All curb inlets to be lamed inside/outside per City 24'40.01' 200.00' 43,73• 50,10' N14T2'25*E¢5,44' related to drainage and other plan construction.linfonnatlon C3 101709' 175.00' 28,14' 550.5• N0710.25'E"65.81' requ pre-fa e. 5. Sheets SD 8-14, 19, 20, 22 and 28 fa drainage details 11. Use pre-lab Wyes at pipe intersections and concrete col 9 at pipe size changes. 8. Contractor shall be responsible for maintaining trench safety 12. Use 4•beveled joint pipe,when radius of pipe is less th requirements, In aacardontt w(tt Trench Safety Plop prepaed 100 feet 0+00 1+00 2+00 3+00 by others and n accardanee wRh CRy Standards Texas •+ 4+00 01 State Law, and 0.S.H.A. Standards. •' e■■■■■■ e■■■■e■■■■e■1■■■e■■■■■e■■e■■e■■■■■■■■■■■■e■■■■s■1 11■■■■■Ue■■e■■■eK■■■■■■■■■e�l■■■■■■■NNIMe115■0101 0+00 1■■eel■©1■■■1N1.11e :e■■■■111■■nnr�■n.■■■f 111 e�i4e■■■■■■■■e■1 1■ ■■e1■■■■■ee■ee1■■■ee■1■w■■■■■■■ciuL�■U■■ .■� e■■■■■■■■■■■ME EM ■■■ ■■ a■e ■■■■11LII� BMI i■■■■■e■■■liil`ri■MMINIS■ 111111`■era■■■■1111■■■ ' Ill it■' '7■e■■■ ■■■■e■■■■■■■■■■ INEMI■■■■■■■■■■ ��III I _ =!■■■■■■■■■■■■11;31 111 °■■■mom ■■ mmiu 1■■1\■■ usalti e■■■■■■■■■■■■■■■■■�1■pl■1JIie■■ee■■ moan un T ■N 1■migoli■■■■■e■■■■■ee , , 1■■ iiCsii11 si111•11 ■+ li INIONI iiiiIMUM INIUMMh"t i �ISiiiiiiliC _ ' 1:�' . :■I 1•liiliiiii111iiMAIMME MINIP11`1°■11111■1EINGIU P 1` --r'--1_.�111hildlIMMINIM jj 11'� IF LI IIII■■■■L= ■■I3.■�,l� .L+,' UMIIII . ■A E1P1 JEN- 111■■■1111■■■■e■■■1 ■■■■see■■[7 KIPMR1lIL�eWie �7 NW ■•• 1111■ ■I,/41•14 IE ,_ rusammunnumummum.pr■�:a■■e■■■■■■■■■■■i 'J , `■ •a111�•■■1!■ .. „ e ■■e■■■■■■■■■■e■■■■I ll�e11�1■■arEM■■■■■■■■■1NIKIIIR".J; Oil.■■■■Illlleeel� F�E3 E ■e■ 1eer1�111M., 1■WIE E e11J1■■■■■e■■■■■ee■.liver-■M ■■■r■ _ UN's I�■■■■■■■■■e■■■■■■■ ■■ ra■■■■■■■■■p� usla 1 : I #■■■■ ■■■■ i!, 1111■ 1111 I 1 _ ■■wee■■F1■I k� L'Ji iLl�■e■e■ee■■e■■■■��i NI�■■■- vie■■■e■■■■i Ell7dK" ! ■■■■■e■■■■■■■I41 :1111■ 11 .1%1..11111111 111'111111 o 'Ll■■■■i�imam ■■■■■a�GI1a�L�lil ■■e■■■■■■um m ' ■■. ee■1e■1� �et!!a■■e111R.�■ee1■■1e . r •• 111111�1� 1�1111 t "` I 1 , �;a.��.........I��.I �. - 1111■ ■■Eee. del■�...,.1,11,.■.e.�.ee_.e___r I TINE �.11 l Ili NIIIli I r I w , ..ee■■.�E■ �ee I , �2MMEMIN ••e■...1■B■nE= ■e1.■■■■e■■■■. 11111=1ti�IIIMMEMEi11i1i11I11N . -' .......,.I�,.....I.....,...__ TrI�Illlllli�ll 'n�i�� 111 eee■■■1!�41111�• ---__•••■I■es ENItl�•a= WAINiiii l sP-ieslo a■■e■■iiiii•1111MiiiEiiisi IIMMOR iliL■ifiMMU�I le■.l■■ee■■■■eurr{ri,iTiMM II'i■ INI E�.a_�e�!11!i1■esAS�ie=e====Giiisser11e1ii■■s�■_wee■■__�____�_ . . � _ I�fi.l�ss.11l�1� '� tW ■■■■■■nmi■r1ae.IllMIRA■�■■ii■■■■■■■EMMENI■■■11e■■••. UN--- �_• ■■■■■1■■■■■■■■■■■■�e■■O.ee■-�i■eeai,:::::■�s�•�:-�I ■ 111111111MMUNRIMMMEWT1p:mrirr eMM EEM ��1Y1i ■■■■■■■■■■■■■■■■..■■■�W111IWe=_ENIM a i■■■■■■■I s'iiill■■MMOM■■MEMM I see �e.III 1■I�eeee1 ■■i .. ems . .' t .� iii■®ffU.�; �;rs��...�! . .- �-,7■�le■11■1■■■rliYei�/-■--a r:�l.u-;- -, ■es1iMegli---- I ..N_■■■■■e■■■■■1111■■■■■■■■1,s■■■■a■■■.■..■■■■■■ I :WIMME■■■■■■■0 4 WmE19 !�■ IMMIN■ ea t ®�il��:as �•I�i�:l��e 5191 e■�.I�......�..��_.- .--_I••:■■■I�UII •••i■■■■■■■ee■■■ee■e■■eee.l■■ eeelueeeeeee■■•••��1•..__ e■■■■■e■■■ i. ■si ±��, ■ IMMEE-110 B-ma= -••i.Iril�_ea_e=I_e=:es.L■eMIII ee■e■■■■■■■es■IIIIE-1■eI1■.•I---==------ ��1 1■■■■■11111 It - 11:Middl•�■._..■ii■■lsee■sMI ■IME MISsrlSIONEM-iUM EGMA IMTGC"�e■11■■■■■■■■■■■ee■NIME rldiMillOWOM �IIMM■■_ell ■-F '- 111EMe■ee■iMrce■�i�iiiiil�ee■eel�e■■e■e■e■■ ,a�i a■e■■■eeeee■e■■■�IILee��e■eee■■ -•E• ji* R`Ylli;�e fl�e��■e■■e■■■w�oli�r,% 1,��■■■e■ ■■e■e■■rl lee■■■■11111■■MINI MIAMI■■E m',EMMOle■■e■■■■■■■■■■ ILIMU■EISEEM UMISEMili IMEEI iIMA : I"∎--3.i �i•__...IMMIS■ei■■■e■■■■.IREME■ME■!I! D a INEW 1111111MUMM1110111111111111 :!!11111111111 ,�---- MEMENN •��IIII...e■ee■■■■■■■■■■■■■■■■■ , gi 111111111111111100111111111111111116 11111■■■ 1 u1■1111■■■■e1■■11■■■■1■■ 1, • ' .sees. mmica.�■B ummt -a■.■■1mm■■.■.e■■�l■�l■■.■.■■mm■ ■.■� mmu imp IllllllllllllllllllllhIIIIIII111�11::::::■•■■•e■. - 2B . ■1e■1e■ g. ��■■eei►_ -m��le■1e■1�+ail�la■111e■11e11■e.e■1e�� .-Z e■111■1ee11■1■■1��►. ;�c�ee�Iee■��■1�r�'■a�nee.lEr,. ■�!��■■c.�lr�.t i ■■11■e■■n.,; amity■I■■ C ivai 11■■■ Ca3Jr■■■eeee11111■■.■1■m-- �j11um RPllllljjl■ ew:!...-ma "�li■■lase un t;imEiN�■■■■■ ■■eeee■er ■■■■I■■MIm 41ii1■■■■■rnamm■■■■i1e11■■.1e■1 I i i■■■1111■■IIMw 4iilii■■■■■■e� �©1il■■■ •4 ieig�i 1111■agomm•!�■■1■1■■■■■ mm •■ '1111■■■ IIIsm■■■1!!i■1111N. iiG�■ F7�11^117t 1■[7■■■■G�7■IOU MIIII 1e■ ■IMIII:i■I III a 444. 'l!■■111111■lA1eeLF1i■■■■■e■ 11111\:1/■■1 .r UM111■■E5 : 1E tIOR 1111\Si i?► :111■e■■■■1ee 11 ■ e■■■■ urJ.■ee�9■!'gym �t3t'9e■G91e■e ,■e■■ Ie1■■rJ■, e, ■A■// !e■■(�1-•_ ee■■I■s■[:c�mirmaaasim11e■11a u i1m■■r9e■■■.■■f Nomso■■11■■■■■umumwa illil i mmvs■m©mI�li� ■Ia :*r ��• �IZ� I■■e■■■■■■■I■■■�■�■■ee■ eeeu■e■■u■ma eumm ;111■1u■■ee ■■■1r�e' e• c ■ 1eu■■e■E■■e ■1� 1e■■e■ee1.e■imaeu■ee■■ I.�e1■u■ • "Eno iquom��■e■11■■■■e�.e■�■�■e11■ e1e1■1�1e■■I�■c* p rAnellae■lelae■eec�■ee■Q■��.az�11.1e�1111eae■eM�11 �■�11■e�■1 k►� ■■■■ew■■■■w■r�lr��ommi Ise■■■mmumummugssummxm glee■ mmo mme�le■■■■■■■1■■■ua■■■ ipmm■e■emmu 111,;. '' mumu 11111111111111111II. m • 11 ■111■■■•■■■■1I■e■1 1111•■■■■■I �1e■ a 1�1■6■■■■Ew■■e ��111�� P6IB■■■e■■■■■,� , _L,1`J. ■e ■ illif�lllllilli�f�11111111111111i ` �` ... W... .. illitiliMIMINNIN��■�e■■■Ge11 �� G ,,,,,■■■e■■1111111111111��■11■ 111111111111111111�11i�i11 STORM SEWER PLANS...........■■■■■....1ee■. i111i1111111illlillli11�111 VILLAS A x ■■1■1■■e11e■11■■■■■■e■■■ �� T LAKE VISTA PH. ONE■■11111■ee■1111■11. !.�!!��HM: T(1F' F - U IN M UM WI U'hh it L 'A tD AT H U 1 IA SI[ N Lh HL I �� I��■ CRY OFCOPPEiL ROAD, NEST OF MAC IN M BOULEVARD; AP t:•bbA1En.10.4'WEST T DRIVE TO A STATION AND 7.J' �� "'1 t r- r DENTON COUMY,17MS OF BMA NORTH OF THE NORTH lT1RHUNE OF DEFOREST ROAD. LOCATED iN 7HENSlOPE OF THE NORTH SIDE OFPUEHTON CREEK AND p 0 Z,JBOLY+�'gtTMiF1E CENTERLINE •.“ ELEVATION. 457.04•(FIELD) 457.04•(C.O.C. GPS NETWORK)•HOLD OF MACARIUR BOULEVARD. /� OF sl /1 SQUARE CUT ON THE NORTHEAST CORNER OF AN INLET ON THE NORTH SIDE OF LIKE VISTA DRIVE; ELEVATION.MsBB'(FIELD) 4t,1E..... !f,}�tt1 NO. DATE BY REVISION DOVVDEYr ANDERSON&ASSOCIATES,IN( APPR0KNATELY 0.5 MILES EAST OF THE MACARTHUR/LAKE VISTA DRIVE INTERSECTION AND 0.8+ BM/3: SOUARE WT ON THE SOUTH NOSE OF MEDIAN AT THE NORTH ITERSEOTON OF MACARTHUR BOULEVARD THESE CONSTRUCTION PLANS WERE PREPARED •• .f 4 /-MITES UNDER THE RESPONSIBLE SUPERVISION OF DANIEL /i: 555111 ''.,�� ` .l CHEC r D NEST OF VISTA 8.69 BLVD. (S.H.121)/LAKE VISTA ROAD INTERSECTION. ANO LAKE VISTA DRIVE, L. HE937B2 AN, LICENSED PROFESSIONAL ENGINEER ydWKL L NDSQeNNi U]..; Vine .nnr,SIRI2IIXI Nxlo,Ttsnt75093 912.931.06! ELEVATION_ 448.89'(FIELD) ELEVATION. 450.37'(FIELD) - DESIGN DRAWN CHECKED 10/18/04 SCALE 03067 SHEET �IItif�N4�'' t 't\v�M_� DLH I ISE I DLH I I0/IBAN I H:!:742. I. 03067 ! 4+80 CL PAY. STA. . 1— 2 GRATE COMB. INLET INV. 431.24. THT. 481.06, FL 447.89 WARP INVERT TO INLET THROAT CONST. 10 LF VARIABLE HEIGHT ) \,... .e - N.W. AND 6'CURB SE _ // ■r LAKE VISTA DRIVE EX. sxs RCS b EX 4�' — —, --- — -- — — --- EX. s'X5'RCB LAKE VISTA 3q' DRIVE Ex. s'xs'RCB 6+oJS a1 a PAV. sTA • _• — 1 6 sro. CU•: N 3 i xta wYE'p / L...."" — ��I��I►ri . t+ r 0�2 MIET Lor ix© .' GRAPHIC SCALE - -•�L}•aij�l■�� N Lor 1x / R. 4.00 „ FL 446.00 '° 2x ,l8 4X ^- CO NE T RCP/, J t 'y � �V ® _awn/��IR. "C-2" t�n IN Mr 3ft. An n Il ` uNE ;1/4 ! 1 C_ R PDL� 21 C/, 2g , NE C-1 __ p LINE C-t -- �' GENERAL NOTES — DRAINAGE (� >' —T8$ 'C' - 0+00 'C-1'�e C-2 �• �J Q • T lx CONSf TYPE'A'STORM SEWER Co y`" 1. All material and construction shall conform to the City( Q U MANHOLE 1(V Coppeil Standards and Specifications unless otherwise no •O re w 11 1X or approved by City. 24 J_ 10 D :x'.�ia.''_ W 11 2. All storm sewer pipe shall be Class III R.C.P., ATM C76, 2+46.03'C'END 21'RCP O N O unless otherwise shown. O INSIDE WALL OF INLET 10 D 3. AN ditches shall be tamped and compacted to 95%Stan r 68.99'G' »_0_+00'C-1'&'C-Y Proctor Density outside of pavement Ilmlte. Ditches and MACNPSIT. PE A STORM SE._.. pavement shall be compacted to 95%Stondord Proctor Density. N 4. See water and sanitary sewer plan for additional Informix CURVE TABLE related to drainage and other utAitiy construction. CURVE DELTA RADIUS TANGENT LENGTH CHORD S. Sheets SD 8-14, 19, 20, 22 and 28 for Oratnoge details. Cl 1J'41Y9- loom. 1200• 2JS9• S83'42'49'E 21aJ' 6. Contractor shall be responsible for mvintaining trench sal C2 1341 11" 100.00' 23.9T 30.a2• N7339•S3•W 30.2x' requirements, M accordance with Trench Safety Plan prep CS JO'23'11 100.00' 27.20' 3J.11' S70�9'14'E 3249' .. by others and In accordance with City Standards. Texas State Low, and O.S.H.A. Standards. 7. The location of existing utilities indicated on these plans token from public records. The exact location and elevatl • of oil public utilities shall be determined by the Contract( to ascertain whether any additional facilities other than f. shown in these plans may be present. 8. AS concrete used for construction of storm sewer monho and Inlets shall be 3,000 PSI concrete of 28 days. 9. Contractor to use Gifford-HAI "8-2" or equal for all ■ horizontal and vertical curves. 10. All curb inlets to be formed inside/outside per City requirements. -- 11. Use pre-fob Wyes at pipe Intersections and concrete colic at pipe size changes. 2+00 ! •! 12. Use 4'beveled Joint pipe,when radius of pipe Is less the �— 11111 � O 4 00 100 feet .�..._ ■gym�19� Awn E ■■ 1... 111141/0111•11•11====._■Tili•plailiil IMIRVINIII floi•1111114111■11•111111==•11•11•=11.1 I 021,111•11 lor,,10.0 .1= e.t..---.9,2111:alite-------------------- ., ill: latillitt:1"?.111.1: II mon 1541.9 _______ .1...ii Al• in ...... ill 11/41/111 -- ■ fitilliii�� ■ ■711■ amollis--- NM ELI" apRism glahircti ____ ■..■11■�■■ ■■�...�.-.;�■■■■ ■.X1 :; ,, ■� 111�i11 i 1 l I I 4+' .84•C•i_ 0+001 le I I 1 2V•X 21 m o I Iii 1, 1 13 I4 i 1S if, 1 17 18 19 I e: 27 • AN. fP� 27 RCP, BEG. 18 RCA • 30 X 18 WYE END30 RCP, B GIN 27 •CP 4+38.22 •C•END :• • \ gyp; n ' . �I o i P O INSIDE s INLET GRAPHIC SCALE`\ ,___,.,1 s f�:.. 010.!•---„, [s3L \,'I�® ' 1 D 1'Kr SNOWSHI_ TRAI r a ,\ cp of e S. STD, NLET ' �� ` \,� - I 1.-- UNE -C" -=--I=---- ��. t$R t TC 451.33 c�� FL 447.33 (A FM) ® 1 Inch- 40 ft 0+00•C• CONNECT TO m . e D EX RECESSED v t P m x I I ' °�+'R GENERAL NOTES - DRAINAGE e ' I"I 1 Co material and construction shall conform to the City of p CONST. 8 STD. INLE PPell Standards and Specifications anises otherwise noted o: 4 2 .•�::�1',\ 451.05 or approved by City. Qs: WSHILL 'AIL +. • �' 2. An storm sewer pipe shall be Claes III R.C.P., ATM C75, I 10 ' 8 7+50 SN• 1 unlem otherwise shown, CONST. 0 STD. IN T p °p I u'1''S 73'G-J• PIPE SIZE CHANCE 3. All ditches shall be tamped and compacted to 95X Stondard TC 1 1 I FL 447•' 1 BEQ 70(RCP, END XX RCP Proctor Density outside of pavement Omits. Ditches under © pavement shall be compacted to 95X Standard Proctor CURVE TABLE Density. e CURVE DELTA RADIUS TANGENT LENGTH -_.._ ..__.....,._. _. 4. See water and sanitary sewer plan for additional information Ct8'W - 1+38.75 'C-3• CONST, related to drainage and other utilitiy construction, Cl 1436']e' 100.D0' 17.36' J4.61' SOe17e'06'W 3463' °.-- RO TYPE A STORM SEWER . C2 14'13'23' 157.50' 20.35' 10.47' S06'13'S7'E M,J6' MANHOLE V/1 C3 31'26'51' 157.50• {2,2s', 40.{Y Ne073'Sa'E e1.3Y 5. Sleets SD 8-14, 19, 20, 22 and 28 for drainage details. { 8, Contractor shall be responsible for Trench lafet trench safety a requirements, In accordance with Trench Safety Plan prepared 6F ,. rb \ StatehLaw,and ond O.ScH,Aa Stecine ds.City Standards, Texas 0+80 MILTON WAY 7. The location of existing utnitiee Indicated on these pions ore token from public records. The exact location anal elevation CONST. 2-1 INLET of all public utilities shall be determined by the Contractor TC 431.50 to ascertain whether any additional facilities other than these 447.50 shown in these plans may be present 4 8. All concrete used for construction of storm sewer manholes 27g$21�wY'E PRELIMINARY and Inlets shall be 3,000 PSI concrete at 28 days. FOR INSPECTION PURPOSES ONLY, AND IN NO Ci 2+17.31 •C-3•END 21• RCP 9. Contractor to use ford-HAI •B-2•or egad for dl O INSIDE WALL OF INLET WAY OFFICIAL OR APPROVED FOR CONSTRUCTION horizontal and vertical curves. t0. All curb inlets to be formed inside/outside per City requirements, 11. Use pre-fob Wyes at pipe Intersections and concrete collar 0+00 1+00 2+00 at pipe size changes. ■■■■1111■.■.■■■■■■■11■■■ ■11■■■ .; 1111(■■■■■■■■■■9 ■■■■■■■■■■■■■■■■■■■■1€�■■.V 1111■■■■■■■■■ ■�■■■■■■■■■■■■■ IMPRIIIIIIIIIIIIIIIIIIIIIII 12. Use 4'beveled pmt pipe,when radius of pipe is leas ti-o n 111111111111111111111111111111111111111111■1111 1+00 2+00 100 feet.■■■■■■■■11■■■■■■■■■■■■■�■■ ■■■■■■■■■.■■■■■■..■■■..■■.■■.■...Q!! 11111l111111l11 ig 'I I L j.................■�.. � � T ,� !111111111111 X11 ' 11111 - � .............,..... 111 - 11 �: .� .. 11!!11 a I.Illllle- ��1!�1111■■1■■■■■„■■■ 111!!1!!11 i;4 .1 1111111!! = -f ..ligli=111111111111:414111111111111111111� 111111- , ..: _ ii�1111111�i�i111 I • .. 111111111 111111111111i�►1:, x ■■■■■■■■■ � � , . n -■■■■■■■■■■■■■E3■11� �.. 1 11, X1111.: i_ - ■■■■■■111 1_ . . !■■ plikilmil 1l 1111■■■■■■■■■ ;i.■■■■■■■■■■■■■■■■■■>.�. ti■■■■■■■■■■■■ti ■■1111.. M e 1111■■■■■■■■■■■■■■�1■■■■EM Midi"!■ _1111 r ■■■■■■■■■■■■II WAIM■■■■■■■■■■■ '� ■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■11■■■■■�■■■■■i ■■i. ■■■■■■■■■11■■umpl ■■■■■■■�11�11■ii■■■.��■himm ■■■■■■■■■■■■■ . ■■■■■■■ ry_ iii i� i■■ 1m■mm■■■■■■■■■■■■■■■■■■■■ ■■■■•■■■■■■■■11■!■■■i■■■■■11■ ■■■■■■■■■■■■IIiEAr:■■■■■m11rilWliri1111f mmomir eg1ns !!!!iliiii ■O ri:,l w,. I*L '■■■11■t*!■■■■■■■■■■■■■■■■■■■■■■■iiii ■111111111111■1111111111E1!!�I■■■111■1111■�■�• 111111■■■■■■■■III ■■■■■�w►.--Itil..g�■I■I■■■111i��i■■� ��■C ��■■-U ��I �I■■■11■J= 1111■■■1111■■■■■■■■■ ■■■■■■■■■■■■■Mig■■li1 111■/�7i1.'�i 11111■■ 1111 e�e111 ! i. a Ii1 ■■■■■■■■■■■■■ ggi �■i2114 a !■■■2.1 11111!!■ ■■■■■■■ ■■■■■■►�i■■■1■■ - - _ee■_e■_■�I■■■®e■ I --'-u.■ummi ...m m---•--M ■■■■■■■■■■■■■■■11 !1111!1!!1!1!!1►iIu� _�Ali��...1■��■■■■■■■��■■ ` .ii111`11■�liliiG.IiliiSiE�i,iiliiiiiiiiiii■■■1111■■■■'! /Ii��i��I��II�!!!!1!!!!`�.� , 1111�I1!(ill�e�� IO��.E� �aa■��s•��:■-1■■■■■■■■■■■■ ■■■■.■■.■■■. .■■■■■■■.■■■■■■■■EI - - ___LL-....■.■. � ollil!!!!!!!!l11- .., .- �� 1� a �i��( ,'=11■•II■11■■■.■■■■■■::C:I::::C:tura 11!11■111111■1111■■■■■11■■or �■�*I_--viz---:r: �ammi;iii! lii: F : 'ammu !!!�� ammin■■■■111111■■■■■van-tmaI ilim ■■■111111■■■■■■■■■■■■11■■■■■iiii 11!1!!!!!1!!!!!1. - Ii l■■■■■:.....;;.,1--- ' __------!,ri11■i�■em■■■■■e■enim■s■simsi��111�me O IMMNI M�iiilm■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1111kkill 1 ■110.. 111111111111111111111111!i1111i111111111111111 r1� ■■■■■11111111■■■■■■■■■■■■■■■■ 1111 ■■■■■■■■■■■■■■■■►..:�� 1111 beasermumormounninurnasmormassummisramlik■■■■■■iMi■■■i■■■■■■■■■■■■■■■■■■■■il■ . i■ I ■■■■■■■■■■■■■■■■■■■■■■■■■ 1111 ■■■■■■■■■■■■e■■�■a-'� .;�! ■�'i ■■■■■i�i■■■i■■■■■■■■■■■■■■ 11111 �1 ; 1 IIr111��11�1111■■■1 ■■■■■■■■■■■■■■■■■■■■pl !1111!1111111 1 ..1111■■ • 1 ■■■� C.■■. Ii�i11��il; 1111��111111�i111111111 1 ► � � -� �• ■ 1■■■11111111111.....■:11'11■■■■■■■■■■ !!J_t..l1111l11SHI I11!!l1��11!!�P11��1�EINE E1 .IC::I:• 1■■■■■■■■■■:: :II !.: ■■■■■■■■■■■■■■■■■■■■■s ii■11■■■i : imi■■■■11■■■■■■■■■■letigt ii■■■■■■■■..w t�: ■■■■■■■■■■■nwr14-0I�rimi\\■■■■■i ' .;.m_>_ cm ■■■■■■■■■■■■■■■■■11■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■ESiC�• ■■'■■■■■3'K�7 '■■■■■11■I■■■■■■■■■E3EI�,i4�fu■■■■■■■■■■m-'eF�UC' �■■■■■■■■■■■�i1C31n■■■■iI■■■■■I �[ ��, ■■■■■■■■■■■■■■■■■■■■■■■iii 4 ■■I■■■ ■"' 91 ri■■■■11■I■■■■■■■■■wmm • 1111■■■■■ ■■■11 rg. �ii■■■■■■■■■ ■4 1I�` ,( 4711■EI■MORAYi■■■■■■■■■■■11■■■■■■■■■■ ■ E■■■■■■■■■1011■■■■■■■■■■■Ei■E�!'IMO ■■111■■■■M ■■■■HMME■■■■■■■■BLEME■■■M■C■O■1 MLIM■■■■■■■r MINU� MIUM■■MINIM b[�C■11■■I■ .... .■■■■■■■■■■■■ ■■■■■■■■■M■ ■■■■■■■■■■■■■■■■■■■■■m � 1111■■ i�■■■t�■■■■a■■E� • -r�■■ .'1111■■�■■■■�:■■■■� -=,�� ■�: ■11■■ ■■■■■■■■- =1111■��■■I■■■■■�.11��11■EI■MI�R�I;�■■■■■■■■■■■■=■■■11■■111111■■ ■■■■■■■■■■■11■■■■■e m■■■■mo ■■u■■■■a■■E �I:a■■u■■■■�':■11■■um ■i1■■r�■■!�I■��■1�mmum ■■11■■■■■■11■■■■■■ ■■■■■11■11.1111■■■■■■■■■■ran■■■■mti!■■y■■■■umme 4mmomM■■■■RI■11■■M■■■iMmilmymrgi11111111111k PINI1�� 'INi,'Aik�3�11�IMMIII1INJUUU MINIM....■■■■■11■■■ mm 11111■■■■■■■■■■■■■■■■■■111111ummom■gI ■■■ ■■■■u■■ optu 11p11■■■timme■■■11 at�mpum■■■■■■■■■■ ■■■e ■ iii■■ u 1111■ ■■■■■■�■■■■ 1111111111111111f�1 11111■111■1111■11i■ i1 � ■ �"'■_"'■■■■. 1■�'■■■■■■■■■■I'�I` ^� 4111 ' 4U ■11 11■1111i1111■1111G■IG�1111 11111 1111111111191i111111i11111�1■��'11■1111■11 11i�1111111 VILLAS AT LAKE VISTA PANS . : PHASE ONI U : I . U IN M UM N WI LL S L 'A EO AT U 1 IA I SI N Lt NL I CRY OF COPPELL ROAD, WEST OF MACARTHUR BOULEVARD; APPROXIMATELY 10.4'WEST OF DRIVE TO LIFT STATION AND 7,3' WV COUNTY,TEXAS NORTH OF THE NOrT7H CURBUNE OF DEFOREST ROAD. B14#2, 5/8•IRON ROD WITH A RED PLASTIC CAP STAMPED bM•; APPROXIMATELY 155'SOUTH OF BM1,IN ELEVATION- 457.01'(FlELD) 457.04'(C.O.G CPS y 10.4' LF M CARNUT EOULOPE RO NE NORTH SIDE OF DENTON CREEK AND BEINO 2,380'+/-FROM THE CENTERLINE t16 OF 11,�1t � BM/t: SOUARE CUT ON T1IE NORTHEAST CORNER'( O. OF AN INLET ON Ti, E NORTH SIDE OF LAKE VISTA DRIVE; (FlELD) ":. ..+�.F NO. DATE BY !LEMON DOWDEYr ANDERSON&ASSOCIATES,INC ELEVATION.446.66' THESE CONSTRUCTION PLANS WERE PREPARED r� .,fin I j '�` APPROXIMATELY 0.5 MILES EAST OF NE MACARIHUR gM UNDER THE RESPONSIBLE SUPERVISION OF DANIEL iw: V 4 V 5225 Vine Drive, 2�) pI� WEST OF MSTA RIDGE BLVD. S.H.121 MNI VISTA DRIVE INTERSECTION AND 0.8+/-MILES p: SWARE CUT ON THE SOUTH NOSE OF MEDIAN AT THE NORTH ITERSECTION OF MACARTHUR BOULEVARD No. 83782. LICENSED PROFESSIONAL CNOINEER ylYMF1 L NE19a1plAN� 01"-Teo 75093 9R-931-D69 ELEVATION - ( )/LAKE VISTA ROAD INTERSECTION. AND LAKE MSTA DRIVE, 448.89'(FIELD) ELEVATION. 450,37'MELO) 1I'.,�p',,c•937629 �t DESIGN DRAWN'CHECKED DATE rl 4 62c1.`atF'C- I I I 1 SCALE r /OB I HER Fit"I,cc'IIp,IAI CNH LA rum rrnnru H;1'-10' I WARNING!!! EXISTING UNDERGROUND UTILITIES FIELD VERIFY m �" LOCATION PRIOR '` 1 TO CONSTRUCTION 1`11p ` •5 OR EXCAVATION �.� — - - _ - .._ —.._ — EX. 36 SS-- Q - — — — 11 1v. 1 N�✓ — " — '� (LEWISVILLE) �`� \ \ Ex. 3G"ss t„ LAKE VISTA DRIVES r�x5_RCa EX-6XS_RCB r ``1 ` �\ (LEWISVILLE) 5'gS:SCD--- a,7r_ _ /i/ �_ EXIST. 12" WATER ,./ \\\ 1 I _ (LEWISVILLE�ER _ _ $S rr \ - - _ EXI . 12' WA ��pni ! - / a f \\ \ EX. 36" E _ EX. 6i0_RCP= +� ��.� RE BUFFi��A -1-07 tX r _ WA _ —� i LOT 2X 1 -- GRAPHIC SCALE _ I \\\ J - N LANDSCAPE BUFFER 3 2 ' - - -OTSW •ni,N.,'91-01": ,.�� A O 4 BEND ©LtFN I VLJ 5 _ . _ A \ 1 8" VALVE INSTALL: '/ 1 I / 10/ 1-8"XB" IEE� INSTALL: - I °w rear)R r" • 25 1.B" VALVES t-6" VALVE / LL: Ilek tt 1-FIRE HYDE 1 1 tix' 0^B D ' I�iT, 4+27 "C" CONST. 24 tD t-8" PLUG Y� E �� ` I� 4' DIA. MANHOLE , ! N T'LL: ARWI e K �A 1 4+00 `D" CONST, i a LOT X 1-8"X8" TEE 1 ' . A ~,/ 1-8" VALVE 1 ..�� ;,,. .. I 4 9 (_n 2 I 1-6" VALVE �,► ��__ 23•\_TQ.• I An ./ 1-8„X6" TEE -ir! t♦,- , 1 4 ( Y 13 i . 7 .Ir.r. 1 •M 'L.w4AY till D 6 Zt 1 Q F- 20'UE "'�� , I 11 et$ , B,> . 1 7 Q 14 INSTALL: •- 1-12"X8' TAP. ' �� 6+5' •MST. u r Q=-- Lt--A--- - LE + ��,. < ( J 15 O 4' D • l N p o 8 IIIIIIIIII b >j.48 �- �' j r. > 6 IN is A�� ,• ..,• 2+� �� (,.',ANHOLE tot / f� �' 19 I S LL. i �. .- IBMA i1 , , . R 0, fZ 'b I. 1- X8 lEE "�U 1�1 N V •i ■ r w 0 PLUGS m i";� �n ►! �1� ©12 13 14 15 1 18 g `` -C 2 - C7 CON ECT TO t ��T 1' •• \ i/p� I 10I� t� D EX. WATER _ C ► All � 10 "r/ w _ \ C � - �� 7 ' I f�.■■E11II -1-- END & CAP 1 C vr {[g[ N D 19 1 l f � I 6 STALL: r 1/ �•�.'r.' r r' INSTALL: I 1 8"XB" TEE 1 WARNING!!! EX1" ` ' T `""' w_ o My- 1 8" VALVE 2-8" VALVES 2X O�1-8"XB" lEE -6 VALVE EXISTING UNDERGROUN. '� -6" VAL x III 1-8"X6" TEE �� 1-8"X6" lEE N ' NSTAL 15 �'""� _ - UTILITIES , 20UE oil 1-FIRE HYD. �� 1-FIRE HYD. Fh i �1-8"XB TEE s _FIELD VERIFY STALL• P 0+81.84 LOCATION PRIOR r c_ 0+7 ; j� 1-8" 90'BEND -B" V LVE �\ -/ 0 r N TO CONSTRUCTION V 1-8" VALVE OW�HIL 1 RAI " t3 14 i OR EXCAVATION iG T _�1-FIRE HYDE / \ I • I 5X .� 12+64 "A"0+55.15 "A" CONST. IP �•►� END & CAP 4' DIA. MANHOLE PC_ 0 ; ,,,,. © ■ iyr�1130� )' ► -- irl'rlr�lrl Iwrrtryrr�� I�.i1.i.1l - _-: C 4 ,�I,,,rr.W+ •+ " _ ��r 00.87 A 4 ( � I�uur �.� _ o+ /i (1Op L ,� - LINE "A" ---- '-_' ;s,Lamii■i iiiira1� imalli+viE i �.NST. 4' DA. MAN •� TZT ' 1+9D..3 "A" 0+00 �. �' 6X BORE 15 SEWER �� '• ,-i ■ t° (45 L. F,) l CONS 4' DI MANH• a a KIST. 15" SS O 33 II 1.62"A" = 0+00 "C" n 9+23.33 "A" _ .+00 E A I a �ST. 4' DIA. MANHOLE II CONST, ' DIA. M'NHOLE1 • ;0 ° 0+00 "A" CONN. TO Ilippr.- ■� 16 17 18 19 20 21 22 23 24 25 PRELIMINARY EX. 4' DIA. MANHOLE �,�.4 FOR INSPECTION PURPOSES ONLY, AND IN NO 4-tfir /� WAY OFFICIAL OR APPROVED FOR CONSTRUCTION ��1!" WATER & SANITARY SEWER PLAI / VILLAS AT LAKE VISTA PH. ONE CITY OF COPPEll BM: TOP OF r ADMNUM MONUMENT 111TH ACCESS COVER LOCATED AT THE LIFT STATION SITE OI DEFOREST BM/2: 5/8'NON RCO 1NTH A RED PLASTIC CAP STAMPED%AA';APPROXIMATELY 155'SOUTH OF BM/I, DENTON COUNTY,TEXAS ROAD,NEST OF MACARTMJR BOULEVARD;APPROXIMATELY 10.4'NEST OF DRIVE TO 11FT STATION AND 7.3. LOCATED N NE SLOPE OF THE NORTH SIDE OF DENTON CREEK AND BEING 4380'+/-FROM WE CENTERLINE NORTH OF THE NORTH CURBLNE OF DEFOREST ROAD. OF MACARTUR BOULEVARD. OF 1 ELEVATION-457.04'MELD) 457.04'(C.O.C.OAS NETWORK)NCO ELEVATION=418.88'(FIELD) ( �?�tE.". Tf+;1p NO. DATE BY DOWDEY,ANDERSON&ASSOCIATES,. IN REVISION j" BM/1, IMATEE CUT ON THE EAST OF THE CORNER OF NI INLET A THE NORTH SIDE N LAKE VISTA+/DRIVE; UNDER THESRESPONSNBIEASUPERV�SIONROFADANIEL 1. ♦ •N% 1 11/8/04 DIM ADDED FIRE HYDRANT!REN9RA LOCATIONS 6_.)� 5225 1HECKED Drive,Suite 200 TES 75093 JOB 972.931.0 APPROXIMATELY 0.5 MRFS FAST OF THE MACARTINLIR/lAl(E VISTA OBOE MTERSECTION AND 0.8+/-MILES BMA SQUARE CUT ON NE SOUTH NOSE OF MEDIAN AT THE NORTH IIERSI:CTIdI OF MACARTHUR iBOUlEVA1RD L. NEISCHE R LICENSED PROFESSIONAL F DANIEL L S OANEL L HERCFMA!i HEST OF VISTA RIDGE BLVD,(SH.121)/lAl(E VISTA ROAD INTERSECTION. AND LAKE VISTA DRIVE N0. 93762. ELEVA11O1■44.5EF(FIELD) ELEVATION-450.37.(FIELD) I Aj 93762 DESIGN DRAWN CHECKED DATE SCALE 106 SHEE EEI �<�CEN54'� _ 111114�AL � DLH LSL OLH 10/16/0.4 I 1'-40' 03067 I/ WATER AND SEWER SANITARY SEWER SERVICES SANITARY SEWER SERVICES GENERAL NOTES OF CE LOT DOWNSTREAM 1. All materials and construction shall conform to the City of 15. Poly-wrap (minimum 8 mil thickness) all ductile iron pipe. MJ TYPE SIZE NO. Coppell Standards and Specifications and the Standards and fittings, valves, risers, tapping saddles and hydrant lines. Ft Specifications for Public Works Construction by North Central Pipe shall be double wrapped at all joints and bends. PVC 4" 93 C Texas Council of Governments. Extend up each service of least 6 inches. 2. Contractor shall protect all public utilities in the construction 16. Retaining glands and g galvanized c concrete thrust rods shall be 0 of this project. All manholes, cleanouts, valve boxes, and provided-on all bends with concrete thrust blocking and 7' fire hydrants must be adjusted to proper line and grade polywrap. ROW by the Utility Contractor after paving, and before final 17. Tapping sleeves: Stainless steel to w. acceptance. Aping sleeves for PVC 8 WATER piping with thrust blocking; solid sleeve compact ductile 3. The location of all existing utilities indicated on the plans iron (if not available. cast iron) for ductile iron pipe with WATER METER SCHEDULE - i _ 8" SS-- are taken from existing public records. The exact location thrust blocking. - ROW and elevation of all public utilities shall be determined by 7' - the contractor. It shall be the duty of the contractor to 18. No "compression" fittings will be allowed on copper service TYPE SIZE NO. LATER SERVICE ascertain whether any additional facilities other than those lines. 10' ® CENTER OF LOT shown on the plans may be present. 19. All road bores shall be made using dry bore equipment. No DOM. 3/4" 93 4. Contractor shall wet bores will be allowed. GL provide Engineer dimensions to all services, R and other information to produce "as-built" plans. 20. Bacteriological tests shall be required on all new water mains prior to acceptance of the project. A minimum of one 5. All water and sanitary sewer lines installed under pavement bacteriological quality test is required for every 1000 feet to be backfilled and compacted in B inch lifts to 95% of line. The results must be negative with no (0/100m1) standard proctor density ® ± 2 percentage points of optimum coliform. TYPICAL LOT SERVICE LOCATION moisture. 21. Fire hydrants to be located three (3) feet behind back of curb 6. Contractor shall be responsible for maintaining trench safety and centered on lot lines or at curb returns. Utility contractors requirements in accordance with City Standards, Texas State shall place blue fire-lite reflector in centerline of street, Law and O.S.H.A. Standards. closest to fire hydrant. 7. Water mains to be AWWA Class 200, DR 14 PVC (blue in color). 22. Fire hydrant connections to mains shall be as follows: Provide flat flange on in-line tee; connect with MJ x flange 8. Water services shall be located 0 the centerline of each lot resilient wedge gate valve. Provide retainer glands at all and shall be a minimum of 1" type k copper. Each service MJ connections of hydrant. shall be provided with two in-line nylon boll cutoff valves equipped with lock wings and contained Inside the 23. Fire hydrants to be pointed per City of Coppell Standards. BENCHMARKS meter box. Residential services shall have a 5/8" diameter LEGEND yoke and shall be equipped with a dual check component (as 24. All sanitary sewer pipe shall be SDR 35 PVC ASTM D3034 BM: TOP OF 3'ALUMINUM MONUMENT WITH ACCESS COVER LOCATED AT THE LIFT STATION SITE ON DEFOREST part of the yoke) and shall be of materials approved by (green in color). ROAD, NEST OF ALUMINUM MACARTHUR BOULEVARD; APPROXIMATELY 10.4' WEST OF DRIVE TO LIFT STATION AND 7.3' the City (see City of Coppell Standard Construction Details) . NORTH OF THE NORTH CURBLINE OF DEFOREST ROAD. PROP. SAN. SEWER All other water services shall be equipped With a ) 25. All sanitary sewer services shall be 4-inch (4") PVC and ELEVATION ■ 457.04'(FIELD) 437.04'(C.O.C. GPS NETWORK) *HOLD ---$ PROP. MANHOLE separate double check back-siphonage device In a separate box located at 10' downstream from the lot centerline. Service BMI/1: SQUARE CUT ON THE NORTHEAST CORNER OF AN INLET ON THE NORTH SIDE OF LAKE MSTA DRIVE; meeting the specifications of the City of Coppell. All cteanout per Coppell Details. APPROXIMATELY 0.5 MILES EAST OF THE CORNER VISTA DRIVE INTERSECTION AND 0.8+/- MILES �o PROP. CLEAN-OUT topping saddles and connection nipples to water yoke shall be WEST OF VISTA RIDGE BLVD. (S.H.121)/LAKE VISTA ROAD INTERSECTION. bronze. Service to each lot shall have a maximum cover 26. Contractor shall provide 2-6" x 2'-6" x 6" thick concrete SAN. SEWER FLOW DIRECTION of 20 Inches. Water service Iiries shall not be spliced under pod (3000 PSI ® 28 days) for valve stacks and sanitary sewer ELEVATION - 448.89'(FIELD) cleanouts falling outside of EX. SAN. SEWER existing or proposed streets or paved areas. 9 paved areas, and 2'-6" X 2-6" BM�2: 5/8" IRON ROD WITH A RED PLASTIC CAP STAMPED 'DAA"; APPROXIMATELY 155'SOUTH OF BMpI, block out provided in paved area. Manholes falling in a LOCATED IN THE SLOPE OF THE NORTH SIDE OF DENTON CREEK AND BEING 2.380'+/- FROM THE CENTERLINE ----♦ EX. MANHOLE 9. All water mains shall have a minimum cover of 42 inches below paved area shall have a 4' X 4' block out. OF LOCATED IN BOULEVARD. finish grade or as required to clear other utilities. Terra- OF a 445.68'(FIELD) Tape required one (1) foot above water main. 27. Sanitary sewer shall be subjected to an air test and/or BMI(3: SQUARE CUT ON THE SOUTH NOSE OF MEDIAN AT THE NORTH ITERSECRON OF MACARTHUR BOULEVARD PROP. WATER leakage test prior to acceptance. AND LAKE VISTA DRIVE. 10. When installing water mains at sanitary sewer crossings, no _ 28. Contractor will be required to provide TV inspection of all ELEVATION 450.37'(FIELD) PROP. FIRE HYDRANT joint of water main shall be within (9)Y feet of the Sanitary Sewer lines prior to acceptance and submit film of BMI(4: SQUARE CUT ON THE EAST CURBUNE OF MACARTHUR BOULEVARD; BEING AT THE NORTH END OF THE centerline of the sanitary sewer pipe. test with "As-built" drawings at contractors expense. DENTON CREEK BRIDGE AND BEING APPROXIMATELY 740' +/- SOUTH OF THE INTERSECTION OF MACARTHUR EX. WATER BOULEVARD AND LAKE VISTA DRIVE. 11. Water mains shall be tested and disinfected in accordance 29. All 4" Sanitary Sewer services shall have O minimum of 4' ELEVATION - 448.89'(FIELD) with AWWA C601. (foot) except as shown on plans and maximum of 6' (feet) of EX. FIRE HYDRANT ( ) VERTICAL DATUM: 9HOLD BM CITY OF COPPELL GEODETIC CONTROL NETWORK, CITY MONUMENT/9. 12. Contractor shall provide adequate concrete thrust•block and cover ti the property tee. The 4" Sanitary Sewer concrete wye retainer glands at all bends and deflections greater than 10 connection for each lateral shall be encased in concrete per degrees in mains and hydrant assemblies. City of Coppell Standard Construction Details. Utility contractor to point and "5" on curb (after paving) indicating 13. A minimum clearance of 24 inches shall be provided between all sewer services. All lateral to hove cteanout at property P linn e. water mains and storm sewer Inlets. 30. All manholes shall be equipped with a manhole rain pan and 14. PVC pipe shall have a 6" sand bedding with 6" of sand on each chimney seal. side and 12" of sand over top of pipe. l .ft-D r(t7-1ce -» 1, T C t-rr c. LEl.,%,.,t t...‘,Z- G.+,L, 0,..1 Lt,C. I STA. 1.)2. CURVE TABLE WATER & SANITARY SEWE CURVE DELTA RADIUS ANGELA LENGTH CHORD GENERAL NOTES & DETAILS Cl 1030'49' 250 00' J7.24' 73.94• N0232'44'E 73.00' „ • FOR INSPECTION PURPOSES ONLY, AND IN NO C' � � a�""'�Y"AI"` VILLAS AT LAKE VISTA PH. ON C4 111=75.ri nillgr�R.*EIMITAIM:1•rrntrr7162364� WAY OFFICIAL OR APPROVED FOR CONSTRUCTION CS ES iWIEWZ�x ANTWI� �LA4.2Y,P11l:7CS� CITY OF COPPELL C7 iFA7L YSf iMIiU MIIIIMPITIMM-1.1r1.111G WAIWiIM DENTON COUNTY,TEXAS .7z4'11-‘1%‘11 THESE CONSTRUCTION PLANS WERE PREPARED 'A�} f+.r�'�Ej NO. DATE BY REVISION F DOWDEY,ANDERSON&ASSOCIATES,I UNDER THE RESPONSIBLE SUPERVISION OF DANIEL %.' WW ., � , 5225 gage Deck Drive,Suite 200 Plano,Toot 75093 97293 L. HEISCHMAN, REGISTERED PROFESSIONAL ENGINEER $DWIEL L HOSCHYNI; NO, 93762 Is 93s,'°70E ' 9-_ DESIGN DRAWN CHECKED DATE SCALE LOB 'hi OLH LSE DUI 10/18/04 I'-40 03067 2 LI _ - -- LAKE VISTA DR: Say �� ;: f '� 3 _ .. I� . LANDSCAPE BUFFER LOT 1X 1 _ T-1-1, .- �� CiIiIJ•�� ' T __T._1 5000)100111110P / •: J. Lot 2x \� : I - � OTSWOLD LA GRAPHIC SCALE 1 4111F _. ° a 4 D2._ _ T 451.E (IX 1731'L.. ._L __ _. 2 1 40 R m a _ zzs lir �111�� Inel,_ ) J A - �NOycvYF .o ,+ r. i t 7 F< ,„ !I. ,I 453.3 3 r r . r- - , ' ,z,„____ �. s L�r 'ill ; �� s; d\ } I 1z Ii . . _II 31 In \ e / 453.7 6 7 i JF • w 4 wI, \ 3 s I FP , 1 Y 32 S } �'. FP t © Ir.. 453.8 452.3 7 QD 6 O 5\ Ili, iii 12 14 l' \L. lilliti, ____ 4 10 3 1; 35i6 _ 4r MIf' ' j ' " I , J 3 N` -o \ © 1. r T,r,,y .,.- 450.64 S '� (Z'I. � " i *JO w T 18 : 35 QJ• \\ 1I. 450. 4 Lb�._ X ( 3 -- ,,,,, .0 FP 453.0 roicou "11111114 :II_I ' 1 , ��s14 � 9/SN� N\\ �. 1 �7. 4522 .I• I 1��:,i��, �\ /? pN l�I . tf T�r3�c: J VP� i- �i /✓_ N•A IU,SJRAI� 3 4 \ s ° "a /`` ,^ � 451.0�- - 453.8 Y '�� / '„„✓ '� \\ 4b ..1, � 451. : ' ' 3 \' // \ . i a; ( t \ 451.0\ 454.7 30 4s2,/\ / i j/ '"�� //�\ \ r C I ._451-----_17 18,i 19 20 ,n ' 1 I� N,., II 12 13-- Y4-- -14- _1B__ A 21 22 23 24 / // ', " % \ �, 451 - ' - - �, \ �.". SSG__ __.-_ .-_..-_. __. _... __...- / i-. � �\ ____4_80__ 480 -460 .-__... - 56 _.--- r�.✓��''- ..% / NOTES: ..._ S5-_ -_ _ -- _.....____.-. ._-..._ ...__._ -..._._ 'SS _'_ q i,�= _ - / , ,�;/ ", _- 1. Finish Floor- 1.0'above finish Pad. _agA .--- 53 _...._ _. ..... ..__ _. -__: ..._..__a54 .--..-4.6 - _.: - ! .'- ----"" 2. Grade at front property fine 0.2 above curb. .. - -""y1- ^ /- PRELIMINARY 3. All fin shall be placed as _ .466+---.'-..._ „"r"�--4 �'"�- ._- p specified In HUD 460 -. ._.. ...- ^ /'� .... -...-A5t - --.7i53---2--.7.--4:57.---....-----" ,✓Y✓;,'�"�..� "' f'" -..% FOR INSPECTION PURPOSES ONLY, AND IN NO ..' 4 t dale sheet-79g. ,?_ - 4., - _' ._. _. " 4. Grade elopes away from butlding pads 445- q41.. - AAr - _ Iti. -`. 4 WAY OFFICIAL OR APPROVED FOR CONSTRUCTIC with o min. fall of 6• at points 10' '- - - - __ P .sae '45 45 .. - _ (or lot Ilne). - . ___ '_. - ....'- NS _.. 4E..._ 5. Driveway gradient shall net exceed 121L -- �, _ ,�: - _._ - -� 4 -._. 4 - -- GRADING PLAN a ... :: B. Send sod all areas where slopes exceed 3:1. - -_. n�+_. ___� -aAB 7. Retaining walls required where elope, exceed 3:1. - -- --- - - -___ = VILLAS AT LAKE VISTA PH. OI B CRY OF COPPELL BM: TCP OF t ALUMINUM MONUMENT 111TH ACCESS COVER LOCATED AT THE UFT STATION SITE ON DEFOREST BM/2: 5/8'IRON ROD VAIN A RED PLASTIC CAP STAMPED'DAA';APPROXIMATELY 155'SOUTH OF EM I, DENTON COUNTY,TEXAS ROAD,WEST CF MACARTHUR BOULEVARD; APPROXIMATELY 10.4'NEST OF ORIVE 10 LIFT STATION AND 7.3' LOCATED IN THE SLOPE OF THE NDtNH SEE OF DENTON CREEK AND BONO 2.380'+/-FROM THE CENTERLINE ELEVATIOONN"'45704'(FIELDD)ME X45 (�GOG�C.PS NETWORK)'NOD EELLEVVATION∎4448.Be'Y(R�D) ^,�,.. A" 4441. NO. DATE BY REVISION [[ DOWDEY,ANDERSON&ASSOCIATE mop SQUARE CUT ON THE NORTHEAST CORNER OF AN INLET ON THE NORTH SIDE OF LAKE MSTA DRIVE; Bu/3t SQUARE CUT ON THE SOUTH NOSE OF MEDIAN AT THE NORTH IIERSECTION OF MACARTHUR BOULEVARD THESE CONSTRUCTION PLANS WERE PREPARED �4+; 'iN 1 IT.:,.Sete 200 APPROXIMATELY 0.5 MILES EAST OF THE MACARTHUR/LAKE MSTA DRIVE INTERSECTION AND 0.8+/-MILES AND LAKE VISTA DRIVE. UNDER THE RESPONSIBLE SUPERVISION OF DANIEL `• , ��' 5225 Vine CtEt* Ph1o,T61Z75093 WEST OF VISTA RIDGE BLVD.(S.H.12I)/LAKE VISTA ROAD INTERSECTION. ELEVATIOR.450.57(FIELD) L. HEISCMMAN.LICENSED PROFESSIONAL ENGINEER /D KIEL L HEISCHWW ELEVATION.44B.BB'(FIELD) NO. 93762. E937fi2Q � DESIGN DRAWN(CHEIXFD DATE SCALE /06 FN11tN� � DEN 1St DEN 10 IB / /714 I'-q 03067 . --"__ _•�•, -a�� 44/ _ - LAKE VISTA DRIVE 4zr)- ND .il MfT� - ��.." OIECIION v � ,-- o fENLE ( Lori RLOpt c 4£c �'r. ®_.__, of 7x BLOCK c r' SILT k z et� l rial1111111 9 �xTL FENCE MICAPE.:UIFE. R '>-g,, vn,, _ .,.... -•{fir}O --'- _. 0 Am 111111111111110. 8 22 a 9 23 WPRMCK �pN x "r1EC9w I rI " ©J L --\-_- C37. 1k\ 'Z - --I F- - - -- ( IXi'R4F) 7 -- - C 93 III '✓Su` \` ,.:_, Ill cnON ® D 8 © ��14 6 O !±tIi(// iI �- ....18tt 1:\ 1I, 6 6 6 �- I 36 r SS \ 6^r7ECllpf Mall - .e 31 - I 1--- -_ I. storm of eves,crecdbn quo be eds hstallatIon ..some io woke sanitary•m r' 4 - _ -- --- _( Norm ive; arousepo el.best ncaion o to be distributed o 11\\,, 9 a Waive; nquxpods�■ 16 I 3S I11 I'--.7/ 1 oTale O arseery ewer a storm proxi to c itreeest d le SC• _ - I - - 1 ' J" }. TNei ells m -1176 Acrer Apprvxknele op dlslurbed le BB G I2t3 Am..a t �� 'If 19 '% S !. Pre-Runoff coef6denl-0.40. Peat Runoff coerfeelent-0A7 ILP I' ' 1,3 ® i - / \ 5. Ne b/armation o}wvaty o/Norm.ester dehogn.storm role / , ' I'll to Dpton Creek Na Clty el L•wisNna Norm sews/aeltlties. I_ II I� :RLP:_c_nci: \•�\\ ' �n I ,�. �' 1 '` \ t. UDon ntadMhmont of nalurd vegetationon unee.wpee lets s bole!in dlsrepaY may De rsnoved proNtlatl pl erosion le C.m 7��( Olmenoims a LP �i 1J I, \ �\ �I \ J7\\ J6/ \/JB \-4C {-Md dYet to napprol lbd.•IS,9UmgU of Erosion control pmt.21100011111111;,/ \ A Cons In may u•e day bee droved roNd ee material In I1 i N aw Dd 4. 1 W O` r 1 ��- ‘111t. 9. During onstruction ha bale•to be placed sound blots ur . , TRAIL NET 1 .. peNng N Inlet taps le complete Er/also/lent meow..can be Irk I \ 'ROIECNd1 1 . a.ple rnlatlan iota Inlet and storm.seer wymemm o•ppprevr J iiiiiii /r engineer. I. '� I J� ��I l0 Duri,p ma®grodina weraton rater tibia mNwid to b•geed peon Et i _ �` •',r�'�>• 1T. South.�eNta�1m be reviewed by Iwmerea owner totlVe ` '^ `U a son \ a� 6\rJ`. \ • / ` �:•J,^•'^ /� wG•6� iL week) baste e d after any storm welch tad 0 v I 4!1' �/ l Y✓ Y r 9�a o prxbR■ �� ,}QY/.�r..•� '�� Any odpertm is to erosion control don.m be mod R needed seedIng.Ili \. �7 Stabilization L'U' rrI _ - -._-r. .._ EROSION AND SEDIMENT CONTROLS 14. Sand.non-h r aprs construction waste shall by dnparW o/b tin .._.. -- -_._.-.-- 4.-.9' '= I� �,� ' nor ntrm t us I eh or wants.,}o.spas g r.°°°°°°''' send non a a m.h a IoW an abe&sal me Ope I . ------74-60- . . �- ...�': / :�,.i' -''f y" t1 h°,i.goKa./1 p:d'8'on 6;«.du?.. Potentially.due «ele�0d.obl..ale waste.man De agree err -�460�460- - ' ------,:77.177.74531.--_7_513::::: 71-..::::::::,-mo' �'---:-;;..:%'-';',.-",-'""'-'-"'' % '' t me cmtroelo eholl p oHds and maintain a of gouge ulnlz g Mm. dolly n dad d In covered d look-proof container*.t Sites she a , __ 459 9 DtSr Fp - �y� / �� s des__ _....4`]/-.__� IEl - _-_ -:::":._f'.7.LI - 3y_ ."� � ��' �[ o eek D.1.04.9iWOn .y.6.9,,,,,,,04.0,„greats. An byecl,m (Noosed of off-Nle en a reggae.basis. =:,---� �yThT- .- _sees --- 4..1/'; "'- _ - - nA+,- * ��/� 4�/J w2 a Control measures wIt b.repeated at least once a week or within 24 15. Hazardous wort•Wed be Nsd hve non-hatordws cornets I .._-A. :. � a done ale dote. ens oodOtOLlcont In send-liquid dtl hazardous mast)mall be ebe ( T t=- -�-- -•--�- - - _ - It will b d a1 the pullout prwtk b d t mprppdota contaln•re(Nosed anima or similar)and wan De FILTER FABRIC, STEEL OR WOOD POST 3. !impaction will be performed by the owners representative el least once under cow.Granular,voluble orr leochoble hazardous waster ma' MIN. HEIGH 24 tTAtBatm C'CATIMICRON ENIITANCF� Ole be Nona off the ground and b covered leak-proof corm. MAX 8' SPACING and maintenance report wR be road•for moth inspection one kept et Hazardous waste•aage . locations Rae be properly amore. ABOVE EXISTING x1411.1 No1E9 the t site. The Inspection should use the operator Inspection by the Operator. Hazardous waste Nall be properly aiepoeed o' GROUND LEVEL MIN. 1' BELOW GROUND LEVEL t STONE MIAU Ic MNMr a Wes dMnw CWnN[B ROOt w props Ac PrAstF wvs®,t,7, q ANENT C !CRETE. /arm In the NCTCOC Construction ow Manual o other lam site on a regular basis by a reputable,Scenes!hazardous wale 1 I I I SECTION VIEW approved by the city. 2. lENCTH WALL RE Off 1 ON PLANS,NTH A MNMIN Note: It Y not U•and r 0l UM SMOPP to supersede a replace r fir,LOOM c IM Eo FEET FOR LOTS e14ON APE Ise MAN asp /. The contractor byl h shad keep records of the...retraction WtlNty w the sib assanmenl and ramedlotkn procedure.concerning flora 30 fRi!RCA[D2 N PAWNERS 1M VMIMW WPM M NL site. B., .�N•�•�.+ B■ �r MM.'�E�••115•1111. STEEL OR OINER CASES 91NL BE 50 FEET. materials.Signl6cant ealh one/or contvmratbn.anent Imm. .taro^�� hue FILTER FABRIC WOOD POST response by trained professionals.Suspected kb-site and prat t1�i. WENS AN•ILIL••• B 3. Tax TMCNNE9 MALL NOT RC LOP*THAN a INCHES Neuld be Immediately.ported to regulatory quthotliw and prat :111.'x1811"• A •UMW- VW e B H G yWyAIRE YATH MAXIMUM ALLOWABLE NON-STORM WATER DISHCARLLS i ,si a -MIR l�•\��^ME-"I __ () 1" 1, iN[MOTs s1uL BE NO t[o MAN M FILL NmN C u1 action•token. B�,- O1��U• �I 6 X6 OPENINGS, IF REQUIRED POPOV OF NCIRTS w EOM COMPACTED EARTH B !BMA`■' -ME'ONSII•MINlO• I. Dleahago from Gre fighting activities. 16. Far,concrete goats and eoncrel•equipment i:indow.Nall OR ROCK BACKFlLL�� .AAEYa�- RRM1' FLOW 6. ROAM NECESSARY,VEHICLE]TRAU.RC TO ANPU 10 2. FITs hydrant to ao eentalned h on Area approved by the Overate'.Contractor Nan I,1 ' I■ 12• MIN. BELOW GRADE REMOVE.WEN W Plow m EWIRED,1 won A PARK 1 Water used to wash vehlci.or control dust Uot odewote vegetative buffer is present around concrete d ROADWAY.Wow MAVwg n REMAND,R SHALL BE DONE L a REA srAavS WN CRUSHED STONE WN 4. Potable water mynas(Including wateriln•'turnings). a•Oi . ILii1.1I a11� OPANACE floiO AWAY EROS ROM NE.TIRET AS Olt 17 M warts materials that be sicr•d away hen drainage ditch , • • TENCH I . .- STAau2, ENTRNa.ALL SEOIW.OS1NJ.eE PRE.. Q Uncontaminated Infiltration). ground.veer(Including Nwetering groundwater and drainage ordure.. Rhere dot containment beam, 6 DEEP Arne EXTENSION OF MY ENTERING AMR STORM DRAM,dlw w WATERCOURSE inflitretbn), agm appropriate, FABRIC INTO TRENCH uSND AwOaym«EngD3 be plooed oraa.0 waste Narag•was 8'-0. O.0 8'-0. O.0 6` WIDE d. Foundation of looting drvine.Here flows ere not contaminated with 1d Cmfraetar Ndl take pproprble meosHrar to control Wet gsso e. W dT11N10 91!11 SE 4AMANm M A COMMON 11Mw LL PREVENT moan*w MOW.w SEDIANT ONTO process materials much v wetlands COMPACTED EARN PAVED SURFACES con MAY ITA3 c,t PERIODIC TOP 7. Springs,Riparian Habllate•wetland•and uncontoNnated during construdla ectMtla OR ROCK BACKFlLL OntSSINO Nm ADDITIONAL STONE As CONDITIONS DEMAND. ALL SEDIMENT SPILLED.DROPPED,MASHED OR TRACKED groundwater. 19. Contractor shoe construct appropriate entryway.to arrnlbit I ONm PAVED SURFACE(MUST NE REMOVED IMMEDIATELY. d Irrigation water. tracking of mkt end debris off-HRH. SK T N E: D TAIL "_„_____ 7. THE ENTRANCE MUST BE PROPERLY GRADED OR B. Exterior building ward down.Bowl detergents. 20. A centrally located part-0-potty Noll be Paced and rrwblohee o PER NCTCOG NFDNC i3 A dSW4JC SWAIE 10 PREM.RI.t1oIT new to Pavement ward wel•n where pile a leaks of task:a hororeoue project rt.at dl tines during cane/ruction eetlNtlse HEW.TNT CONSTRUCTOR MIL mere M esmso W RM ��wan removed)have not acwmd(union dl all material Far been 21. Equipment malntso,e•,.pest and.arhdown•Mdl be perform alNnwA.mpr oroAxa wed)and Mere detergents are not used, oM-Rte o M locations appravee by Operator. nANam 11. Alin conditioning condensate MR Curb inlet Mar MA r w. nTN r4wle I. .law TAN a R e sou MMmM oNe®m a WIRE MESH 6`z6` OPENING MA%. Aver veAelm PaN.ep moll AMMAN \ A ( ) S. LOOM slut i slow ON ewes,NN A MwM 1/2•X1/2` rsT.o met FM meow WA. N.MM° BENCHMARKS ms WW1 CAWS aHwt er ear irzr Hardware Fabric PA.sA«A¢-/ O. TIN TMdNpe Hatt NOT Of Mw O •spa I 1 2 FlITER STONE YORE MESH text" 12'MIN OVERLAP BM: TOP OF 3- ALUMINUM MONUMENT WITH ACCESS COVER LOCATED AT THE UFT STATION SITE ON DEFOREST COW.aTc /e OPENING(MAX.) E�AE_s99 A P"e WM WL•CAI IOW OR rut wW a Au Bock of curb ROAD, WEST OF MACARTHUR BOULEVARD; APPROXIMATELY 10.4' WEST OF DRIVE TO LIFT STATION AND 7.3' -.\ iiiiiiiiiiiesi i'■'iiiiii NORTH OF THE NORTH CURBUNE OF DEFOREST ROAD. a Ie0e,Ar,wary.WtNL 1M CUM.TO II- +ti��aT�a}4:4? i ELEVATION - 457.04' (FIELD) 457.04' (C O.C. CPS NETWORK) .HOLD sA.IU� ' p Ar w�°"Tr«awEO AS. MOM - �,,`y��,ITZIW WIA IiGiiii NOTE: _ _ \MIA. \ I�■�■i■ EXTEND MESH,FABRIC AND r1lTER WIRE MESH text' 1 1ISMI4:S:s AIV: •,4j STONE,Y BEYOND END Or INLET BM/1: SQUARE CUT ON THE NORTHEAST CORNER OF AN INLET ON THE NORTH SIDE OF LAKE VISTA DRIVE: MNa1N M sWAN°"FUNS ■ WM.. r. W..ice mu wit Or warm OPENING(MAX.) 2'GAP DUKES MP ON BOTH ENDS. APPROXIMATELY 0.5 MILES EAST OF THE MACARTHUR/LAKE VISTA DRIVE INTERSECTION AND 0.8 +/- MILES V�I,a;,;'„,,,1**Rumor,ASE■Arran wmravea S1WO°A a1O1 0..neon«: Curb In,e1 OF STONE AND TOP • WEST OF VISTA RIDGE BLVD. (S.H.121)/LAKE VISTA ROAD INTERSECTION. a CAPE"IRO 1 1/2-FILTER STONE A WWI ELEVATION 448.89' (FIELD) •••• •,,,,,• •• •• °n«•u"O-10eEw°.c n�ieooIO 1/2.41/2` HARDWARE FABRIC BM 2: 5/13" IRON ROD WITH A RED PLASTIC CAP STAMPED -DAA'; APPROXIMATELY 155 SOUTH OF BM 1, area. Aar Weiner o c SECRON A-A •/ee •••/••••` "TS INLET EROSION PROTECTION LOCATED IN THE SLOPE OF THE NORTH SIDE OF DENTON CREEK AND BEING 2,380' 4/- FROM THE CENTERLINE swot lowers, ■ PLAN VIEW EROSION CONTROL PLAN OF MACARTUR BOULEVARD. "w"`'room p^"""cs )-_.ap_-4 MA.-a-.°„''''ones,w2 Nwan"ar INLET EROSION PROTECTION ".Tess VILLAS AT LAKE VISTA PH. 0 ELEVATION = 448.88' (FIELD) N SECTION VIEW BMA3: SQUARE CUT ON THE SOUTH NOSE OF MEDIAN AT THE NORTH ITERSECTTON OF MACARTHUR BOULEVARD AND LAKE VISTA DRIVE. eT rig pg�,t,M, CRY OF COPPELL n max ELEVATION .. 450.37' (FIELD) wroma pro 1121.37o A WAN. MO WI 2070 A DEMON COUNTY,TEXAS BM#4: SQUARE CUT ON THE EAST CURBUNE OF MACARTHUR BOULEVARD; BEING AT THE NORTH END OF THE ..q‘, DENTON CREEK BRIDGE AND BEING APPROXIMATELY 740' +/- SOUTH OF THE INTERSECTION OF MACARTHUR - cs6 DF tAnRll BOULEVARD AND LAKE VISTA DRIVE. PRELIMINARY 5�"'- ++�4 NO. DATE BY REVISION `' ,� DOWDEY,ANDERSON&ASSOCIATE ELEVATION ■ 448.69' (FIELD) THESE CONSTRUCTION PLANS WERE PREPARED re, IA FOR INSPECTION PURPOSES ONLY AND IN NO UNDER THE RESPONSIBLE SUPERVISION OF DANIEL ;e `..y 5125 Wage Creek Dive,Suite 200 Plano,Teas 75093 97 VERTICAL DATUM: *HOLD BM CITY OF COPPELL GEODETIC CONTROL NETWORK, CITY MONUMENT#9. 93762. L. HAN, LICENSED PROFESSIONAL ENGINEER yDANIEL L HDSCHMAN; WAY OFFICIAL OR APPROVED FOR CONSTRUCTION NO. 93762. / 93762 AI p /..q DESIGN DRAWN CHECKED DATE SCALE HOB IE !erNsc. .Ir • ELI TONAL:6` OEH `L5t DIN 10/!5/04 I'-60' 03067 1j SSSSS-, LAKE VISTA DRIVE y_____ ',______ 1 �� '� COTSWOLD LANE �29 rioT �. L a y 1X, BLOCK D , . .000,040°.°1°.°.°°.°°#.1° /� \c,/G II 11 I I 29 '° 3 MIN to r V/ /�� 9 12 29 LOT JX "�- ��J�� a Fk C I 8 13 30 e00°... 22 r `, 5 7 - `'A„� I� m - z 14 31 WAR 8 21 7 -I F i� g 1 -- 111111 -I r r 15 32 D I D 10 I � 16 I 33 D B r 2 1 17 , 34 a I _ ,B i r A �- ALLEY B -- - 17 3 18 1 I 39 WO Z - �� 10 _ J 1 1 I 1 CO C 1 1 111 r O \ 19 3 B © 11 i6 2 --�0 -C 20 17 12 1 2x._ - /.--- �, ern - ,4 - 13 00' \\ II i � � 6X SNOWSHIL TRAIL 34 1 iD 10 11 12 13 15 16 17 19 20 5X 11111 ill 21 22 23 ----t BEN(}IUABKS GRAPHIC SCALE BM: TOP OF 3'ALUMINUM MONUMENT WITH ACCESS COVER LOCATED AT THE UFT STATION SITE ON DEFOREST ROAD, WEST OF MACARTHUR BOULEVARD; APPROXIMATELY 10.4'WEST OF DRIVE TO UFT STATION AND 7.3' NORTH OF THE NORTH CURBUNE OF DEFOREST ROAD. - SIDEWALK TO BE BUILT BY HOME BUILDER ELEVATION- 457.04'(FIELD) 457.04'(C.O.C. OPS NETWORK)*HOLD (DT ricer) • amp: SQUARE CUT ON THE NORTHEAST CORNER OF AN INLET ON THE NORTH SIDE OF LAKE VISTA DRIVE; L I>eN-, 40 it APPROXIMATELY D.5 MILES EAST OF THE MACARTHUR/LAKE VISTA DRIVE INTERSECTION AND 0.8+/- MILES - SIDEWALK TO BE BUILT BY DEVELOPER SIDEWALK PLAN T WEST OF VISTA RIDGE BLVD. (SH.121)/LAKE VISTA ROAD INTERSECTION. VILLAS AT LAKE VISTA A ELEVATION- 448.69'(FIELD) ,•. ..•, .•. ,}.. PRELIMINARY BM/2: 5/8'IRON ROD WITH A RED PLASTIC CAP STAMPED'DM'; APPROXIMATELY 155'SOUTH OF BM#I, LOCATED IN THE SLOPE OF THE NORTH SIDE OF DENTON CREEK AND BEING 2,380' +/-FROM THE CENTERLINE FOR INSPECTION PURPOSES ONLY, AND IN NO CITY OF COPPFLL OF MACARTUR 48.68'BOULEVARD. WAY OFFICIAL OR APPROVED FOR CONSTRUCTION ELEVATION- 448.88'(FIELD) DENTON COUNTY,TEXAS BMN: SQUARE CUT ON THE SOUTH NOSE OF MEDIAN AT THE NORTH RERSECTON OF MACARTHUR BOULEVARD x o��,1j AND LAKE VISTA DRIVE. -ELEVATION• 450.JY(FIELD) -ylrtE_A.`•44I/, NO. DATE BY REVISION DOWDEY,ANDERSON&ASSOCIATE BM/4: SQUARE CUT ON THE EAST CURBUNE OF MACARTHUR BOULEVARD; BEING AT THE NORTH END OF THE THESE CONSTRUCTION PLANS WERE PREPARED aW[7 UNDER THE RESPONSIBLE SUPERVISION OF DAMEL �. `.iE� f�� 5225 Oeek Drive,SIRE2C0 Dio,Teas 75091 95 DENTON CREEK BRIDGE AND BEING APPROXIMATELY 740'+/- SOUTH OF THE INTERSECTION OF MACARTHUR - L. HEISCHMAN,LICENSED PROFESSIONAL ENGINEER 'DN4EL L HEISCHMANt BOULEVARD AND LAKE VISTA DRIVE. NO. 91782, 93762 DESIGN DRAWN CHECKED DATE SCALE /OB ELEVATION- 448.89'(FIELD) III 14,4,a,47.93762 w DEN DEN LSI DLH 9/2004 I'-40 03607B IS'-D" 6'ORNAMENTAL LAKE VISTA DRIVE L gD;CAR E FENCE WITH BRICK COLUMNS TO MATCH tTTp). BRICK WALL REFER • _ TO DETAIL,_LX z _© © © ©_r _© _E fi_ re°G cK — ALLEY © ` COLUMNS IWALTOL REFER 450 - - \ © TO DETAIL DL 1 7 . \I �'' WALL/MASONRY NOTES Ay i II I <. $\ �,,�J I. GODERbROUND UTILITIES,PIPES,AND STRUCTURES FAMILIAR WITH NOT SHOWN ON PLANS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY C.05T INCURRED DUE TO 1 Ailli I I ' �. \ N 74:� DAMAGE OR REPLACEMENT OF SAID UTILITIES AND STRUCTURES CAUSED BY HIS FO 1 450 Jl ALL CONCRETE USED IN FOOTINGS Ate PIERS SHALL HAVE A MINIMIM GOMORFS51Vi 1 11 1/ STRENGTH OF 4,000 PSf•20 DAYS. CONCRETE USED IN GOLIP"Rlri SHALL HAVE A • .. _. G7 MINIhI1M GOMF'RESSIVE STRENbJ OF9.000 P51•25 DAYS. ^ Y f,, 9. ALL REINFORCING SHALT-BE NEW BILLET STFFFL,ASTM A615,6RA17E 60 EXCEPT •I 0 I 4 rr��✓ air' STIRRUPS SHALL BE GRADE 40 AND SPIRALS SHALL BE ASTM A e2.GRADE 60. J I/ / It/- ski,'" 4. CONCRETE FOR DRILLED PIERS SHALL BE POURED WITHIN 5 HOURS OF DRILLING PIE ... ` / I_ HOLES. I [1--------- S BE APPROVED BY OWNER"5'. MASONRY CEMENT WILL NOT BE ALLOYED. COLOR 1■ V 1 I ; (NO GREY MoRTAi�, I viri 6. ALL MORTAR JOINTS ARC TO BE 9/e"CONCAVE TOOLED JOINTS. I r. f� 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL RCQUIRED PERMITS AND CITY INSPEGTI I 6DO NOT WILLFULLY PROCEED WITH GONSTRUGTIGN,AS DESIGNm.YHEN IT IS OBVIg1.I I I THAT UNKNOWN 085TR1/GTIONS OR CONFLICTS EXIST THAT MAY NOT HAVE BEEN KNG Alikbb 1 DURINb DESIGN. SUCH CONDITIONS SHALL BE BROI16H7 IMMEDIATELY TO Tti+E ATTENTION OF THE LANDSCAPE ARCA+ITEGT. THE CONTRACTOR SHALL A_u'1,'r-.E FULL I NOTI BITTY FOR ALL NECESSARY REVISIONS DUE D FAILURE TO CAVE SUCH 1 1 1 4\113,5.. . THC OWNER'S ENGINEER SHALL STAKE THE LOCATIONS OF THE PROPERr AND ROJ'� �I ■ I 'J LILACS. < -- _ 10. THE CONTRACTOR SHALL STAKE THE SIGN WALL,FENCE AND COLUMN LOCATIONS IN CONSTRUCTION I TH OWNER RPRESENTATIVETMAY MAKE�MINOR ALTERATIONS TO 1 ` \ THE LAYOUT AFTER STAKING AND BEFORE CONSTRUCTION AT NO ADDITIONAL COST \ M I /� / THE OWNER. 1 1 - - — - II. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING AS NEEDED FOR SIGN WAI COLUMN INSTALLATION. THE CONTRACTOR SHALL RETURN THE SITE TO _ T ._ PRE-CONSTRUCTION CONDITION. 12. MAXIMUM 6"STEPS IN THINWALL FENCE TO OCCUR•GOLUI-MS ONLY.> 1 - - • ■••*,',) . .."- SS 114. Silk 1 < i'>' . , , ., PROPERTY LIN I 1 A•AlppAioioli, w...._.. E MI. FENCE WITi GK - COLUMNS TO MATCH BRICK WALL REFI3t• Alb I I I I III I I b . .., , . , . .' , -- TO DETAIL DI. • 4'HIGH ORNAMENTAL PENCE.REFER 70'WET DI. INSTALL DECORATIVE LACE I PENCE ON PROPERTY \ .. LINE DECORATIVE FENCE IS OFFSET SHOWN FORT; OF'):R GRAR�IGAL'CLARITY ONLY. .. �'.LINE • Owner-Centex Land Holdings,L.P. Contact:Terry Whitman • 2728 N.Harwood,3rd Floor NOTES: Dallas,Texas 75201 • I. ALL DIMENSIONS FOR COLUMN LAYOUT ARE MEASURED FROM Applicant(Zoning)-Wakeland Property Company CENTER OF COLUMN UNLESS NOTED OTHERWISE (REF. SHEET DI). Contact Mark Wakeland 23 2. CONTRACTOR TO LOCATE IN FIELD ANY UNDERGROUND UTILITIES 17480 Dallas Pkwy,Ste 217 TO ENSURE NO CONFLICTS EXIST WITH COLUMN SPACING. CONTRACTOR (Ph)-972-740-9472 SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IF ANY SUCH (Fax)-972-931-5156 CONFLICTS PRIOR TO COMMENCING AND/OR CONTINUING WORK. Applicant(Prelim Plat)-Centex Land Holdings,L.P. 3. WALL HEIGHT DENOTED BY, O Contact:Terry Whitman 2728 N.Harwood,3rd Floor 40 20 0 40 e Dallas,Texas 75201 • I"•40'-0' I LAN I9@1/SIONSPelt CRC I�ORT MAC T704 LAYOUT PLAN SOUTHERN ER: PRI, 11/11 LAND DESIGN, L.P. wPROJECDToEwNGDIEyNE,ANDERSON SE Comer of DESIGN/WAD&MAhW!WANCC SERNl9fS &ASSOCIATES,INC. Macarthur Bivd. and Lake Vista Dr. JBI LANDSCAPE SusvilageGcekDriyysuhe200 Ns1D,Teas 73093 VILLAS AT LAKE VISTA s"/ 17480 Della.ParNway,9,It.2+7 T.I.Ne.(4ee)34+-D3ea Phone 972-931.0694 Roc 9719314538 City of Coppell, Dallas County, Texas / L NO. REVISIONS DURING CONSTRUCTION BY DATE NO. REVISIONS DURING PLAN REVIEW BY DATE Dallas,Tea. 76287 Tax No.(972)931-3169 '+y APPROVED BY: P.&Z.,07/15/04 and by C.C.08/10104 �—