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ST0501-CS100510T H E • C 1 T Y • O F .r MEMORANDUM TO: Kenneth M. Griffin, P.E., Director of Engineering/Public Works FROM: George S. Marshall, P.E., Civil Engineer DATE: May 10, 2010 REF: ST05 -01 Deforest Road Lakes of Coppell HOA Screening wall request On April 21, 2010, Michael Garza and I attended the Lakes of Coppell HOA board meeting. The HOA board requested that the City look into the possibility of participating in constructing a new brick screening wall to replace the original wood fence. The existing wood fence is within the public right of way; however, the HOA is required to maintain this fence (except for several locations where there is a property owner directly adjacent). The current design plans for Deforest Road do not include any upgrade to the existing wood fence. Due to grade changes from the north side to the south side of the road, the engineer has included two types of retaining walls: Type I — wall adjacent to sidewalk rising to meet existing grades; and Type II — wall adjacent to sidewalk falling to meet existing grade, with a pedestrian handrail mounted on the top of the wall. The average distance from the backside of the wall to the existing wood fence is approximately 2 feet. In the Type II situation there would be a small space between the retaining wall and the wood fence where trash and debris could gather. The estimated length of the screening wall is 2877 linear feet. Of the 2877 LF, 165 LF does not include a retaining wall, 1572 LF includes Type I retaining wall, and 1140 LF includes Type II retaining wall. If the City did try to install a screening wall, much of the wall would be on top of retaining walls, thus causing the need to re- design the retaining walls to support the screening wall. Recently the City bid a screening wall, City Bid No. Q- 0510 -02 Woodridge Masonry Screening Wall. After reviewing the bids, we have estimated a screening wall cost of $175 per linear foot, plus another $15 /LF for the design of the screening wall. Though these numbers were not in the bid, we have estimated the additional engineering design of the retaining wall to handle the screening wall to be $5 /LF and the additional cost for the additional retaining wall of $40 /LF. The City could remove the following from the current Plans for Deforest Road: 1) Pedestrian Handrail $60 /LF; and 2) Wood Fence Replacement $30 /LF. The estimated Grand Total cost for the U:Tcrocker \PROJECTS \STREET\ACTIVE PROJECTS\ST05 -01 Deforest Rd\Deforest Rd Screening wall Memo -5-10- 1 O.doc masonry screening wall is $668,670 minus $102,600 = $566,070. Please see the attached for further detail. U:\Pcrocker\ PROJECTS \STREET\ACTNE PROJECTS\ST05 -01 Deforest Rd\Deforest Rd Screening wall Memo -5-10- 1 O.doc ST05 -01 Deforest Road Estimate of Probable Cost - Screenwall Costs Associated with adding Screenwall to Deforest Road on South Side Screnwall on Retaining wall Station Begin Station End Length Cost per LF Type 1 68 740 672 $235 $157,920 Type II 790 1285 495 $235 $116,325 Type 1 1375 1465 90 $235 $21,150 Type II 14951 2050 555 $235 $130,425 Type 1 2165 2550 385 $235 $90,475 Type 1 2640 2985 345 $235 $81,075 Type 2985 3155 170 $235 $39,950 Total 2712 $235 $637,320 Station Begin Station End Length Cost per LF Screenwall on dirt 740 790 50 $190 $9,500 2050 2165 115 $190 $21,850 Total 165 $190 $31,350 Grand Total 2877 $232 $668,670 $ /LF LF Cost Screenwall $175 2877 $503,475 Design of Screenwall $15 2877 $43,155 Additional Engineering Design of retaining wall to handle screenwall $5 2712 $13,560 Extra cost for additional needs for retaining wall $40 2712 $108,480 Total $668,670 Items to be removed from plans due to screenwall $ /LF LF Cost Pedestrian handrail -$60 1140 - $68,400 Wood Fence replacement* -$30 1140 - $34,200 Total - $102,600 Grand Totall $566,070 " Note: Wood fence replacement is only where the footing of the retaining wall is the same elevation as the existing wood fence. This also coincides with where we have placed the pedestrian handrail. See Type II. o Q P Type II E destrian Rail Note: Utilized bid prices from City bid No. Q- 0510 -02 Woodridge Masonry Screening Wall 3 C� o - Y U4 cli t, .N. I I I I I I u p O O O O O O O O O O I I I I 10 CD Cl It I I I I I I I I 9 0 0 0 10 o 1 l o 6e „ � eq � I--1 I°I A I I I I I 0 0 00 0 0 •= a ° U4 W� Cl ° o o ° o, nl ° o lido m I 1 1 I° �' d p o a a n I a N `� I I o 9 IA M M v d I I I I I I v ° o, v ° o . I I I w N 9 u, $ ° p C N R °' 41 64 I I I a° I I I I 1 o o I I I O O O O O l� In O �O O O O D M 1 O O O O O O O O O Vn d M b ry .M+ M N O. n 1 O O' O ° I M l p l T7 'n 'O y ll N kn M O O N O O Vl 1 1� I N 9 C FA K N b�A b l b9 1 1 fA G O M 69 vi h n EA M I vi I I EA 61 i fie c4 w4 N o In c 0 x ° cD lo In o en v, 0 w CD a v, I I I ` a v9 t4 i a I I I F I I I 0 O o O O O o i O :o i 0 0 o O ° o 0 O O O 69 d 9 oo O� O �° M; 0; � N °° I I � I u :: 64 a: � : ° :�I IM cl > 3 o S€ o o g o o €o p o °; rns M n E8 :rnp `° ° rn� ' °` op F 3 I I I I I I F a I a l •� --' I I I I I I I I I I I I u F kl l 0 3 q IS c w I ' IFI w E~ I IFI I I I I I I I I per. A\ OfF �R rs FST R �DwJ Oq� 1' Wr1 Wr^rtwcz . oK � MOl ieo w�x 1 s0 Az O. LEGEND PROPOSED + TREE REMOVAL n ~ " M PROPOSED SIDEWALK PAVEMENT N NOTE: }i ALL MEASUREMENTS FROM BACK OF CURB. w ALL DRIVEWAY RADIIARE 10'UNLESS OTHERWISE - 1 Z NOTED. INTERSECTION RADIIARE 30'AND ALLEY RADIIARE 20' UNLESS OTHERWISE NOTED. ce " RETAINING WALL OFFSET MEASUREMENTS FROM V PAVING CENTERUNE ARE TO THE FACE OF WALL. NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR OR REPLACEMENT OF FENCE. CONTRACTOR ,A— - IS RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF FENCING DAMAGED DUE TO W , CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY — IS ALLOWED FOR FENCING, I THE CONTRACTOR SHALL MAKE ALL THE NECESSARY PROVISIONS FOR THE SUPPORT, LOCATING, PROTECTION, RELOCATION, AND TEMPORARY RELOCATION OF ALL UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES AS A RESULT OF CONSTRUCTION ACTIVITY AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. SEE GENERAL NOTES FOR CONTACTS PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE ELEVATION PAYNE THOMAS R d JAN . B12 RAMTREK CfR AND CONFIGURATION OF ALL EXISTING RLK A 1.07 13 UTILITY LINES PRIOR TO CONSTRUCTION. SUCH VERIFICATION SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF CONSTRUCTION (NO SEPARATE PAY ALLOWED FOR UTl11TY VERIFICATION). PROP. AL IGNP, ENT '' —f LEFT R W 455 LEFT ROW —� 0. Y X /`T PlIpp D p EX. GR AT PROPO EQ/ + LEFT PRELIMINARY NOT FOR CONSTRUCTION, MOOING, OR PERMIT PURPOSES, RK;HT ROW FOR RENEW ONLY. R EX. P. GROUND AT �K;NT — — IN L LL — -- _ WA PRO AL NT ALL f wwE�:�a.Yl6krtr.w� /�/ rierr '' -- — PROPOSED PROPOSED RIGHT TC 45 0 RIGHT TC — EX. GR AT PROPOSED ' HORI - AL IGNM N • , CITY OF COPPELL COPPELL, TEXAS 445 4 DeFOREST ROAD RECONSTRUCTION a ; PAVING PLAN & PROFILE STA 0 +00 TO STA 3 +50 as r o v 2 + iv. ,• -. ' .pan 0[51Ga GSWW APP VLO UD RO-C! .v.�..ti.••. � pr � pAW, OAT[: I /7517010 o�.RYlm � SafffT 0 00 `"�'— 7 62 3 `00 ' ""' . ��" S STA 0.38.4 �! SAWCUT AND CONNECT 10 fX. CONC. PAVEMENT WITH NAO. XINDONG 6 YU WANG jr 002 PRE"WICK CT 1.07 1, BLOCK B. PRES7WlfK VOL 2001 20e. PG. 0.97 O.R.00T 4 1A 1.30.9. 11.1' L T w E AWCUT AND CONNECT TO STREETCHEADERENT WITH EL .453.74 Law— S TA 1.11.9.1 4.2'LT H: r-40' / TC•ISL IJ Ilx f7 SHi CONSTRUCT 5' WIDE. H r'•2o' T. 510. t ?? ■ 31 SHi : 7'•5' 1 WA K CONC. Y - RAttP .a1r,z^ c SIDEWALK. /.a zoo: zaa T ' 13, :o' u.am. wosnn. rn m er v STA 7.2!.7.43.8'1 TA 7.32.7, 44.3'LT N r • C•46t.84 'C. .6 t.66 ST Ah'OREWS LAND STA 7.12.2,43.8'LT •ra. +� STA 7.45.1,44.3'LT COMPANY LTD SAWCUT AND COMrf SAWCUT AND CONNECT TO w E 601 INGLENOOK CT EX. CONC. PAVEMENT Wf7M 'u u ,s EX. CONC. PAVEMENT WITH MAO. XINDONC b YU WANG i2.+ DEPOREST RD LOT 23. BLOCK 1. STREET HEADER. ..a. ,.. W STREET WADER. METZ. JOAN I e ST ANDREWS ESTATF•n' EL •'560.84 °�'R°/ EL •461.61 604 INGLENOOK Cr BOr P cr f. L'A nAUIPE F ANCELfiA ESTNA DA I y VOL- 20p4750. PC. 78 I �,J a I TA 7.57.7, 41.3'LT LOT 1. BLOCK 1. LOT /, BLOCN B. voL. DOr30. PC 184 STA 6.99.7. 43.8'L i p �R C•46 `'T. ANDREWS ESTAiF.S S PRESTWICK D. R D C 7. y _ YOL 2001 007 8373) 137571 9g U. R. D.CT TC- 460.96 �� I VOL. 2004150. PG 78 9 PAV. STA 6.50. 14.5'Li D l D R.D.C. T. V-40' PAV. WITH T*O EXTENSIONS BARRIER FREE CONS T. STO. STA 4.09.7, 14.5'L 7 PROP. TYPE I #4ET CONS T. STD. It x �r� K 17 SHT ROP. TYPE 1 MAET BAR I C7 v� r' - to P ' WITH OhIE EXTENSION CONS TRUCT 5' WIDE, TC•l58J0 RAID I z I I B ARRIER FREE 77.34 SHT H+ t ^•20' ONSTRUCT 5" �� TC 4 4.J9 4" THICK CONC. FL •45J.70 F-i ° I RAMP CONSTRUCT S' W10E, • S ° V! 1 '•5' 1" THICK CONC. .cm �.osc . w' vssB.r. rx 4 '• WAL CONC. Fl •449.48 SIDE WA K. Y ,B uF,r+ MxbWtWr. w� smA,eo. rc .. SIDEWALK. SIDE WALK.' I 6' WIDE SLOPE STA 6.50 BEGIN TRA yyy,yB w u �,,,� .,,., u.BY....ro I lVSITfON 11 93• n• .O. W. F" EASEMENT yE � CROWNED SEC , I m �• IK`L� "7.4.,.. , Y0t LEGEND • rfLbH Axd. r {A sm., _ r•oB'1E.[ ° nbr'SAO'II _ -� >a IIe1'tn R.O. W. I O :eaw rir n . a, k PROPOSE i, R.O. PROPOSED (` rw r I . T 1►0 ( - C .w rn - -- 'I l ""` - +•• - + TREE REMOVAL V7 - A ,r. R• - 00 ��.... JJ + r - •. �x+E - - - -- A R •).•c• PROPOSED SIDEWALK U s :• ) K. '' LnAU C PAVEMENT Adal R cx sx x NOTE: • ALL MEASUREMENTS FROM BACK OF CURB. t" - PROP- ss, r - 1 TRANSITION FROM STRAIGHT CROSS S CTppl M TAIN 2.0/. CROSS ° s T THROUGH ALL DRIVEWAY RADNARE 70'UNLESS OTHERWISE DEFOREST RD. a NOTED. INTERSECTION RADIIARE 30'AND ALLEY 4.00 _ _ 5.00 . _ m _ 6'00 _ •, - +. 1 2,91 52 _ - CROSSWALK _ 00 _ cr _ "•� RADIIARE 10'UNLESS OTHERWISE NOTED. d d PAWWIC CEMTl1M.WL r rVr Ay _ N r r r b RETAINING WALL OFFSET MEASUREMENTS FROM v a , r a U PAVING CENTERLINE ARE TO THE FACE OF WALL. r Q NO SE PAY fTEM FOR REMOVAL, REPAIR -. - . -. -. - , ' �- - -,�- - -' Cow ter,..... •� R RESPONSIBLE FOR THE REPAIR AND OR CO S _ REPLACEMENT OF FENCING DAMAGED DUE TO E,r' r• ` ekn••'sr •i " E`K• n ^ -w ' cx n 'w • A: �-- 'F,f'+F• M CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY R.O. W, a.o�.,.u• - au. 4ci x xs` PAV. 57A 7.40, 19' RI R.O.W. IS ALLOWED FOR FENCING. � L°°B' u.• fW E-- 5/BEMIAN W WII THE CONTRACTOR SHALL MAKE ALL THE 5 wKK wl ON57. 5' WIDE 17H 1N7. RETAINING WAL AV. STA 7.90, 19'RT NECESSARY PROVISIONS FOR THE SUPPORT, WTEG I RET, / WALK WITH fCON PROPOSED RETAINING LOCATING, PROTECTION, RELOCATION, AND TEGRAL RE I. S E REMOVALS SHEET! L WlIN PEDES TRIAN RAIL `� ,B'.,o' •A'Aw r�+T+ FVR PROPOSED WATER - , „ ,. , Lam I A, TEMPORARY RELOCATION OF ALL UTILITIES ALL w,sz ro .a 2.s„ STA 7.50 1 AND STRUCTURES BOTH ABOVE AND BELOW D TRANS) T CE STA 7.18.4 FOREST RD- EN NANCY L THE GROUND DURING CONSTRUCTION. JANICH JULIA A \ YCNOBERTS STA 0.00 EAKm CT. TO CROWNED E TIO`4 THE CONTRACTOR IS RESPONSIBLE FOR ALL EYLP.R BRIDGE Al R13RK, CUfiTls N N 7,044,317 eRW ANDREA Y BELL LINDA KAre DAMAGES AS A RESULT OF CONSTRUCTION CEPIf.LO CESAR Y b g.?O NAINTREE C!k Or4 RAINTREE CIO 82O RAINTREE ('1H PAL BOWOOIN b DONNA R BSY RAfNTRF.F: 1 11 856 RA1NrREE CIR ANDREA DAN'IELA BLK A L07 15 OLK A LOT (O / BLK A LOT 17 B3-1 RAINTREE CIR E 2.437.6JS 15 6 A LOT YO ACTIVITY AND NO A00177ONAL COMPENSATION BIB RAimmu CIR BLK A LOT III gN RAINTREE CIO RLK A LOT z. WILL BE ALLOWED. SEE GENERAL NOTES FOR 8 BLK A LOT to sYlrN BONNIE LEAN Tfl HARMAN IAGWO bWfPR CONTACTS PRIOR TO ANY CONSTRUCTION. BtK A L l.K A IAi I+ ' 6+0 RA I.NTL zo 644 A RA O 84 8 R N' or 2.o OU RALNTREE CIO O +8 RAiNTREC c1R THE CONTRACTOR SHALL VERIFY THE ELEVATION BLK A L01 21 BILK A LOT rr AND CONFIGURATION Of ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION. CAUTION II SUCH VERIFICATION SHALL BE CONSIDERED EXISTING GAS LINE & GAS SERVICES ARE SUBSIDIARY TO THE COST OF CONSTRUCTION HIGH Pr STA: 12.32 .54 (NO SEPARATE PAY ALLOWED FOR UTILITY PRESENT, SIZE & LOCATION NOT KNOWN. al VERIFICATION). OVERHEAD ELECTRICAL AND UNDERGROUND TELECOMMUNICATIONS IN AREA. PVI ELEv:474.33 N K:111.14 cc FD Y1 •L An r7 'F M i f It ♦ II f it f a II f H f I� f ♦ Q II O Q 470 X. �R n • Z E ROW •. E HOR(Z. A T R N D l 40 - - - - -- - PROPOSED LEFT TC VI L V:4 • .T _1 1 L VC:200 A r / ' 0 4 so 4., i�E(}t/ PRppp _ � �, ,1Y�/g X X. G AT PRQ T D LIEF ROW r� ; WITH FIE R O. AIL EE 455 LEk w LEOP0�0 _ A� �� i n r - -- EX. GR AT PROPO ED � '- ` 465 - -- £ HOR17. ALIGNMENT p _ GIR INTEGRAL X . W PRQPTO � - - - - - �_•� RE rAIAHNC _ � _ __ _ �/t c LET ✓. WALL. _ PRELIMINARY 460 460 INTEGRAL _ _ 4.00r H T _ ��t NOT FOR CONSTRUCTION, -_ -_ -. RETAWNVG. - - - - - -.- - SED P W S TA =10.38 BIDDING, OR PERMIT PURPOWI WALL. _ _ --- - RIGHT TC PVIELEV:474.33 FoRRrvtE-WoNLr. K: 111.14 A. y Ala - - - LVC:500 ' - vw LBWOaWWS1YlY.uW.� 455 W - _ - - - - -- - 021 " RO� D�D c -- - u 450 ter EX. GR AT OPOSED K:57. - - U . CITY OF i T F T R TI COPPELL COPPELL, TE"S DsFOREST ROAD RECONSTRUCTION t e" PAVING PLAN & PROFILE STA 3 +50 TO STA 8 +50 t - d T + - n - 7 ♦ - V f r DeF-m Po, 02. ag.: DESIGN GSWW APPROVED 100 x M ( O j II 1 y • y I x I `� B I FT ww ., DAtE: 1/25/7010 W H U 4 00 5+ s 00 7 8 S =IMF 8 of 62 CYAA HOWARD b SETH 740 LO DCf'OREST RD ANIfNELG PETER C N 1 LOT 1. BLOCK I i OL ANDREWS NANOF EETHEN E EFIR VOL 200f044, PC. 9714 0W STRATFORD LN D.RD .0 T. LOT L BLOCK A. d I I MINSHORRAI. CAMILLE b METZ. JOHN 113701 1J777J STRATFORD MANOR I tAw.a PARR RANDALL D 004 INGLENOOK CT VOL 00167, PC 20 ,. � t - r... ..rrr �. D I ' 602 STRATPORD L 107 1, BLOCK J . O R . D.f T. R'O'W' LOT' I. BLOCK B �OLN200 /150. PG 7B EXTEND SIDEWALK RETABANG O " p° " 1 vOL 06167 (�, BTRAit'ORA MANOR D.R DC. T. WALL E R.O.W. DRIVEWAY. AREA T"! D. H.D.f7 PAY. STA WW 19,5'LT f TWEEN DRIVE AND WALL TO STA tl•W.4, 3 T'�• S BEGIN T WOE SIDEWALK 41' FN+ELA% MEW CONCRETE, SAME THICKNESS O ''"a'O^ 4 STA 13.38.5 OffORESJ RD• VOL IOOICa TC•4 A 11.44. T WITH INTEGRAL I tw 3714 I AS DRWEWAY. 4 T CT TO / fL STA 0.00 LAKE FOREST OR. Ha 1'••40' RE MINING WALL PAV. STA 11.07, 40.5'LT AVEMENT WITH STA 73.4, 37.d'LT N 7,044,327. 0 v: Ifr 17 SNT c I \ VVV��� E 2,438.245.40 t ^ 20, CONSTRUCT 5'WID£, WITH N v END 5VrfG RAL Sro£wALK S TREET E Ex. TC• 3.4d 4tEG CONS T. STD. - 22 > 34 SHE M7"•20' 4` THICK CONC.. T S?67l1de°�15f Onw oo-wnl R£TAINIVIG WALL \ 77 / CONST TREE Y V• 1 •5 SIDEWA K. . _ ' L' E4k: I CONS T. 5' WAD£ f RAMP "s w ar r CONS T. STD. , / r w ter. - C ONSTRICT 5' WIDE, D 10 20 40 rt. Nr:.TT.wKL SIDEWALK WITH +.. a•rt 4 rpl <• I ••T INTEGRAL RIFT ANI BARRIER FREE o / •' THICK C ,e' uru++ a 1-1 rc x WALL. RAMP ' " 1N 1WLF v 3$Li`,llylr SIDEWALK. • ' ^bi;�{ . •• I .;x `vicar onc°ie a ; ?+� °Oiw< r w . qA '" 7',1 ° S y .:a74L•'$ti` w f.fr''� a. -'+.� LEGEND z R.O.W. - ' '*43'Sf r'r • '' `a °N'A .r. R.O.W. PROPOSED TREE REMOVAL w cA o ,o' .. • .er 1I') PROPOSED SIDEWALK 'rr ECW C \r CCMY'� iTtis�FttYLwu A - - '+' l 1 PAVEMENT M _ _ . •1,. _ .a, '- NOTE: . mt. .t+. "• � " � •25' d - DEFOREST RD. MANTAN ¢ ALL MEASUREMENTS FROM BACK OF CURB. 2.0% CROSS (- ALL DRIVEWAY RADVARE 10'UNLESS OTHERWISE 4 PAVING CENTERL� - IQ�4' (2.953 xl 0p - R• a � CROSSWA THR OUGH - 'M2 DO P Aw+G CE NrERL AT - � 13.00 < T� NOTED. E 20'UNLESS OTHERWISE 3 NOTE D ALLEY 00 - - _� - i � - � - - -� RADff ARE 20'UNLESS OTHERWISE NOTED. WALL OFFSET BARKER FREE l ti„ PAIRNG C ENTERLINE ARE T THE F ACF T OF WALL. / �'oL'a• 'o41',rilr ar lr ar eA r• .an f1�R'.4a•�. RAMP NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR OR REPLACEMENT OF FENCE. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND OR 'YYtri.p , • , • Ek Y2••'NY• - " Ex'f2•• w ' Ex 12' w Ex U w e EX F REPLACEMENT OF FENCING DAMAGED DUE TO )f f •• ¢ CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY CONTRUCT RETAKING PROP, TO'XTO• '� IS ALLOWED FOR FENCING. 6y� ��� _ _ _ _ _ _ _ _ _ RO.WCLIP t THE CONTRACTOR SHALL MAKE ALL THE STA fl• 4.6 DEFOREST RD• RAI. I " J ` NECESSARY PROVISIONS FOR THE SUPPORT, R.O. w. CONS7RUC7 5 WIDE, 57A 0• STRATFORD LN. TRANSITION HEIGHT OF LOCATING, PROTECTION, RELOCATION, AND 4" THICK CONE. N 7,04 ,324.61 6'.w• l 4 INw I RE T. WAL L THROUGH BARKER TEMPORARY RELOCATION OF ALL UTILITIES CON TR111!!lCCC T ,RETAKING WALL E 2,43 ,051.76 "64 6Mf• •n mI �C, KIM YUN S0K a FREE RAMP TO THE SIDEWALK WITH Pr IRIAN RAIL. SIDEWALK. \ KeuM O _ AND STRUCTURES BOTH ABOVE AND BELOW DN MATCHING EXISTING SIDEWALK THE GROUND DURING CONSTRUCTION. 507 LAKE PoREST BLK A LOT 5z £LE VAnON THE CONTRACTOR IS RESPONSIBLE FOR ALL SMITH FORREST W I MA UNION STEPHEN L SR GRIPE CELNA v PROS EVA CORFUNRCL MICHAEL V a MILLER KATHLEEN Y /`� PAV. S7A 13.15. 45'RT DAMAGES AS A RESULT OF CONSTRUCTION 66 CIR 0 BAINTRER 664 RAINTREC CIR a" RAINTREE CIR 072 RAIMTREE CIR NAINTREE CIR J \ ACTIVITY AND NO ADDITIONAL COMPENSATION R. W. 1 BLK A LOT 26 BLK A LOT 26 DLK A LOT 27 BLK A LOT 20 GAL/NA r 000 O" END PROPOSED WILL BE ALLOWED. SEE GENERAL NOTES FOR (ti 876 RAtNiREC CtR BLR A LOT w BLK A LOT iro It 1 RETAINING W ALL � � CONTACTS PRIOR 70 ANY CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE ELEVATION STA 13.24, 39.3'RT- AND CONFIGURATION OF ALL EXISTING CAUTION II TC•468.1 UTILITY LINES PRIOR TO CONSTRUCTION. EXISTING GAS LINE & GAS SERVICES ARE SUCH VERIFICATION SHALL BE CONSIDERED STA IJ•3B.5.58.5'L7 SUBSIDIARY TO THE COST OF CONSTRUCTION PRESENT, SIZE & LOCATION NOT KNOWN. sAwcuT AND C ONNECT ro !NO SEPARATE PAY ALLOWED FOR UTnrrY D NDERGR UND EX CONE PAVEMENT WITH VERIFICA OVERHEAD ELECTRICAL AN U O Ex. TELECOMMUNICATIONS IN AREA. PAVEMENT�VATI O n rf n v m v N N M n IO O h n •l N C Y Y rl n I.J � Y .i n•N t ••', O. r tip � EL •467.5 u0 N T• 0 - _.. ---- O O Y� d� V� '^ �QW II f N • N Y - N f h V V C' Y N V VI N S a (� iJ 0 V II vY LI (� C L 1 LJ 3C -ILI ti ^Z CLWO U HIGH PT STA: 12-J2.54 W�ti IV EEORAL PWELEV -474. EX. GR AT PROP ED EX. GR EX. R TA W4G W111.14 HORIZ. ALIGNMENT LEFT ROW _ 475 - - - _ - } X. GR AT SED _ _ - - - -- _ -- - - HOTt1Z. AL NT X 470 P OPOSED 470 �i- - .FT TC _ �P os E D f / N 3S EX. GR AT PRO 5ED PRELIMINARY _ LE TC N 1 PROPOSED RIGHT TC HORII AL IGNMEIJ RIGHT TC RIGHT C - - -- NOT FOR PERMIT CONST PUR O S EII 475 �IDgNC, OR PERMIT O NLY. _.._.__ ._ _ _. FOR ItEVtewoNLr. HORl7. AL - - rr><a 660 PROPOSE -~ -� -- - - - - - - - - —._ • 0.50 / rYbbY�a r w� RIGHT -ter _ - - - - - -- - -- - - _ ___ _ _ - _ — — - - -- —" --�`_ 470 - -- -_- -_ --- -- - - - --' WALL WITH PEO. RAIL RIGHT ROW 465 - - - - - `- ------ - -- M crTr of M4 EX. RETANINC WALL WITH TIED, Rat • COPPELL COPPELL, TEXAS RIGHT ROW HIGH FIT STA: 12• P 1 2 OX 46 0 - DeFOREST ROAD a Q. K411.14 _ ` a RECONSTRUCTION LVCS00 Q ti .i PAVING PLAN PROFI e0 M1 ^ K' © nn STA 8 +50 TO STA 13 +50 r. ry .r °' y � •t P1 .� ^ n DeFarsf PorOS.0O11 DESIGN GS It l",ROVED; tOD 01A C .rlwiw T GATT I /73/7010 OY�RMillL SHEET r00 10+00 11+00 12 00 13+-00 G A�4r -,r �.�� . Y w Y °"`,.. 9 of 62 R AII > �ROw _ R -S� R•t0 TRUC T 5' W". s m INCK CONC. I VALK. 14 -00 — P CENT RL NE — — _ } D0 _ •.� CONS1._ii___ ; MATCH EX, SN K � EWAL ELEVATION THEN TRANSITION HEIGHT OF RET. WALL THROUGH BARRIER FREE RAMP n n TV , n i f z Y rl � 01 16 a TA 15.91, 47.1'LT N " R.O.W. AWCUT AND CONNECT TO o c, r7 i o EX. CONC. PAVEM II T 2 STREET HEADER I'' y I f w m �OZ ^,e aeoex: i1 L• R agLyu 117 6 y'b1 m LEONARD. J CURT 8 KAREN V eb <V 4 15 ' �Z �� L OT 0 99th R° Cf.ARK, PA TRICK $9 VARY !' 4 p 822 DEF RO 1. BLOCK �$�zaM a pk424p'Tk L�NAND ESTATE C F TA >6 •?4, 45' LT K ES'lA TES ,ya * ° VOL 97246, PG. 222 F ° a y�..i '••1 CCC{{f y y m YOL. 2006000 PC 690 c'� r19A )-13607, S a ♦: I ` •170.54 r197Bf 13"0, CA O a o 40' 11 r 17 SHI H . Y'••IO' _ ) _ R.O. W. ; w x ON37RUCT 5' WIDE, S W T'•20' E f U •• THICK CONC. 27 .'4 5HT SC f WALK. �, V i"•5' I. 10. CONSTRUCT 5' WOE.- zD 40 B WIER FREE 13 I p a r� � 4" T " CONC. ;'' LEGEND CONS T. STO. 1 ,t")� 5 � TAN 2.OX CROSS {`(X„y} p f SL THROUGH BARRIER FREE TREE R R OVAL o X?aAt' R.O.W. — R SWALK .v r T EM R — — s s• (� ,vr PROPOSED SIDE WALK R•2 71AW'' c w.+ + PAVEMENT uc COIN - "' - -- W C OC NOTE: vViEu O�• rg+ -- ' ALL MEASUREMENTS FROM BACK OF CURB. R•25 I DEFOREST RD. W R- 00' � "� R• R -75' a ALL DRIVEWAY RADIIARE 10'UNLESS OTHERWISE F'r NOTED. INTERSECTION RADIIARE 30'AND ALLEY 15,00 W 17.00 i6.00 RADHARE 20'UNLESS OTHERWISE NOTED. — �I RS!' . r I, �,.°55, _ — — I_ — — _ _ RETAINING WALL OFFSET MEASUREMENTS FROM - R FREE iuca..rfe• PAVING CENIERCOX _ Z PAVING CENTERLINE ARE TO THE FACE OF WALL. RAW - 4— -tolc-- - ,— y n NO SEPARATE PAY ITEM FOR REMOVAL. REPAIR cE4N ac cow °°^, ^,•;, , ;,;.�,,, uc. U OR REPLACEMENT OF FENCE. CONTRACTOR - - - - - -- - - - - -- IS RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF FENCING DAMAGED DUE TO f TRANSITiON'FROM 'CROWNED' SECTON F" CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY Is Aun / .o. ni +4 w. 7qs N IS ALLOWED FOR FENCING. CONST. RETARM AT STRAIGHT CROSS SLOPE SEC TIO NG WALL • WITH PEDESTRIAN RAT, STA 18.25 70 STA 19.25 THE CONTRACTOR SHALL MAKE ALL THE -•�- — — — — — — — — — — — — — — — — NECESSARY PROVISIONS FOR THE SUPPORT, CONSTRUCT 5' WIDE, f STA IS•9t DEFOREST RO• CONSTRUCT 5' WIDE LOCATING, PROTECTION, RELOCATION, AND R.O.W. 4 - THICK CONC. STA 0.00 CAMBRIDGE MANOR LN SIDEWALK I R.O.W. SHOE ICK CONC. TEMPORARY RELOCATION OF ALL UTILITIES . N 7.044.33,.90 AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND DURING CONSTRUCTION. E 2,438,497.87 I .a. vi. THE CONTRACTOR IS RESPONSIBLE FOR ALL SMrTH B CARTER A SHRfMA LI TARKESH KAR 6 LEE JAMES D L UN C LL' PA NCULURf SKA ROOP 9 CAROL ANA' POLLAF.ifN ERIN Y DAMAGES AS A RESULT OF CONSTRUCTION f STA 14.95.5. 23'RT TANG ?Af 8 ALKA BID CHESHIRE DR I ell CHESHIRE OR BIe CHESHIRE OR 822 CHESNIRS OR ACTIVITY AND NO ADDITIONAL COMPENSATION YA,4 LOS 606 CHESHIRE OR 8LK R LOT 7 BLK B LOT B BLK B LOf 9 BLK B 1,0T 10 w PROPOSED C B for a WILL BE ALLOWED. SEE GENERAL NOTES FOR 'AMONG WALL WITH 602 CHESHIRE DR CONTACTS PR OR TO ANY CONSTRUCTION. IESTRIAN RAIL BLK B LOT 5 I I THE CONTRACTOR SHALL VERIFY THE ELEVATION AND CONFIGURATION OF ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION. CAUTION f! SUCH VERIFICATION SHALL BE CONSIDERED EXISTING GAS LINE & GAS SERVICES ARE SUBSIDIARY TO THE COST OF CONSTRUCTION (NO SEPARATE PAY ALLOWED FOR UTILITY PRESENT, SIZE & LOCATION NOT KNOWN. VERIFICATION). OVERHEAD ELECTRICAL AND UNDERGROUND TELECOMMUNICATIONS IN AREA. n i It w It r d n r n +< It ll STA 475 470 475 — IRT R.D.W. CL CONS,. RETARI WITH -_ CONST. STD. PEDESTRIAN RAI BARRIER F AMp PROP, L l � PAV. ' R. D.W. CLIP CUP STA 13.6?, 45'Ri EGIN PROPOSED PAV. STA 14.6 EtAN" WALL WITH END PROPOSED C \ PEDESTRIAN RAIL RETAINING WALL STA 13.52.9,5&5'RT ' -'An` ORL YHY LIS IA 14.467. )B 592 FOR LAKE 1'ORESf bA p caro BI.A nLn,c <.ar av+ GAIN \ qD) 470 EX' GR_J� R HT ROW 465 t n�rst L aw > LL °° wa E . GR AT PROPOSED _... I2. ALIGNMENT 0.50/ ' a RE /�J9 J ii4 WITH P RAN.. N O 2 n S n 15 +00 AT PROPOSED; ALIGNMENT - 47 ` •: Ca GR — RET :41.2 PIED. MAX LV;:ZZU.UU 1110 1 K 17 ~ 00 1s + oo 475 PRELIMINARY j NOT FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES. FOR REVIEW ONLY. bypee{ S NOC Bw t Ai� P; lR+rA.�i 381YrRwu NrmAn+u usfel9 -vmm YRs or rrr CITY OF �OPPELL COPPELL, TEXAS DeFOREST ROAD RECONSTRUCTION PAVING PLAN & PROFILE STA 13 +50 TO STA 18 +50 Defaesl Pe44.ar. OESXN GSWW AWRDYEP:00 i.w..r4..., OATS: 1123/2010 10 of 62 MCDONALO0 N & ELIEA BETH B12 DEFOREST RD LOT 1. BLOCK I. CAMERON COUNTRY STA 15.58.4 4 49.3' VOL 00230. PC 57 TC•470.45 D -2.D CT CONSTRUCT 5'w , THICK CONC. > . K r C ONS .K r K MATCH EX, SN K � EWAL ELEVATION THEN TRANSITION HEIGHT OF RET. WALL THROUGH BARRIER FREE RAMP n n TV , n i f z Y rl � 01 16 a TA 15.91, 47.1'LT N " R.O.W. AWCUT AND CONNECT TO o c, r7 i o EX. CONC. PAVEM II T 2 STREET HEADER I'' y I f w m �OZ ^,e aeoex: i1 L• R agLyu 117 6 y'b1 m LEONARD. J CURT 8 KAREN V eb <V 4 15 ' �Z �� L OT 0 99th R° Cf.ARK, PA TRICK $9 VARY !' 4 p 822 DEF RO 1. BLOCK �$�zaM a pk424p'Tk L�NAND ESTATE C F TA >6 •?4, 45' LT K ES'lA TES ,ya * ° VOL 97246, PG. 222 F ° a y�..i '••1 CCC{{f y y m YOL. 2006000 PC 690 c'� r19A )-13607, S a ♦: I ` •170.54 r197Bf 13"0, CA O a o 40' 11 r 17 SHI H . Y'••IO' _ ) _ R.O. W. ; w x ON37RUCT 5' WIDE, S W T'•20' E f U •• THICK CONC. 27 .'4 5HT SC f WALK. �, V i"•5' I. 10. CONSTRUCT 5' WOE.- zD 40 B WIER FREE 13 I p a r� � 4" T " CONC. ;'' LEGEND CONS T. STO. 1 ,t")� 5 � TAN 2.OX CROSS {`(X„y} p f SL THROUGH BARRIER FREE TREE R R OVAL o X?aAt' R.O.W. — R SWALK .v r T EM R — — s s• (� ,vr PROPOSED SIDE WALK R•2 71AW'' c w.+ + PAVEMENT uc COIN - "' - -- W C OC NOTE: vViEu O�• rg+ -- ' ALL MEASUREMENTS FROM BACK OF CURB. R•25 I DEFOREST RD. W R- 00' � "� R• R -75' a ALL DRIVEWAY RADIIARE 10'UNLESS OTHERWISE F'r NOTED. INTERSECTION RADIIARE 30'AND ALLEY 15,00 W 17.00 i6.00 RADHARE 20'UNLESS OTHERWISE NOTED. — �I RS!' . r I, �,.°55, _ — — I_ — — _ _ RETAINING WALL OFFSET MEASUREMENTS FROM - R FREE iuca..rfe• PAVING CENIERCOX _ Z PAVING CENTERLINE ARE TO THE FACE OF WALL. RAW - 4— -tolc-- - ,— y n NO SEPARATE PAY ITEM FOR REMOVAL. REPAIR cE4N ac cow °°^, ^,•;, , ;,;.�,,, uc. U OR REPLACEMENT OF FENCE. CONTRACTOR - - - - - -- - - - - -- IS RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF FENCING DAMAGED DUE TO f TRANSITiON'FROM 'CROWNED' SECTON F" CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY Is Aun / .o. ni +4 w. 7qs N IS ALLOWED FOR FENCING. CONST. RETARM AT STRAIGHT CROSS SLOPE SEC TIO NG WALL • WITH PEDESTRIAN RAT, STA 18.25 70 STA 19.25 THE CONTRACTOR SHALL MAKE ALL THE -•�- — — — — — — — — — — — — — — — — NECESSARY PROVISIONS FOR THE SUPPORT, CONSTRUCT 5' WIDE, f STA IS•9t DEFOREST RO• CONSTRUCT 5' WIDE LOCATING, PROTECTION, RELOCATION, AND R.O.W. 4 - THICK CONC. STA 0.00 CAMBRIDGE MANOR LN SIDEWALK I R.O.W. SHOE ICK CONC. TEMPORARY RELOCATION OF ALL UTILITIES . N 7.044.33,.90 AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND DURING CONSTRUCTION. E 2,438,497.87 I .a. vi. THE CONTRACTOR IS RESPONSIBLE FOR ALL SMrTH B CARTER A SHRfMA LI TARKESH KAR 6 LEE JAMES D L UN C LL' PA NCULURf SKA ROOP 9 CAROL ANA' POLLAF.ifN ERIN Y DAMAGES AS A RESULT OF CONSTRUCTION f STA 14.95.5. 23'RT TANG ?Af 8 ALKA BID CHESHIRE DR I ell CHESHIRE OR BIe CHESHIRE OR 822 CHESNIRS OR ACTIVITY AND NO ADDITIONAL COMPENSATION YA,4 LOS 606 CHESHIRE OR 8LK R LOT 7 BLK B LOT B BLK B LOf 9 BLK B 1,0T 10 w PROPOSED C B for a WILL BE ALLOWED. SEE GENERAL NOTES FOR 'AMONG WALL WITH 602 CHESHIRE DR CONTACTS PR OR TO ANY CONSTRUCTION. IESTRIAN RAIL BLK B LOT 5 I I THE CONTRACTOR SHALL VERIFY THE ELEVATION AND CONFIGURATION OF ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION. CAUTION f! SUCH VERIFICATION SHALL BE CONSIDERED EXISTING GAS LINE & GAS SERVICES ARE SUBSIDIARY TO THE COST OF CONSTRUCTION (NO SEPARATE PAY ALLOWED FOR UTILITY PRESENT, SIZE & LOCATION NOT KNOWN. VERIFICATION). OVERHEAD ELECTRICAL AND UNDERGROUND TELECOMMUNICATIONS IN AREA. n i It w It r d n r n +< It ll STA 475 470 475 — IRT R.D.W. CL CONS,. RETARI WITH -_ CONST. STD. PEDESTRIAN RAI BARRIER F AMp PROP, L l � PAV. ' R. D.W. CLIP CUP STA 13.6?, 45'Ri EGIN PROPOSED PAV. STA 14.6 EtAN" WALL WITH END PROPOSED C \ PEDESTRIAN RAIL RETAINING WALL STA 13.52.9,5&5'RT ' -'An` ORL YHY LIS IA 14.467. )B 592 FOR LAKE 1'ORESf bA p caro BI.A nLn,c <.ar av+ GAIN \ qD) 470 EX' GR_J� R HT ROW 465 t n�rst L aw > LL °° wa E . GR AT PROPOSED _... I2. ALIGNMENT 0.50/ ' a RE /�J9 J ii4 WITH P RAN.. N O 2 n S n 15 +00 AT PROPOSED; ALIGNMENT - 47 ` •: Ca GR — RET :41.2 PIED. MAX LV;:ZZU.UU 1110 1 K 17 ~ 00 1s + oo 475 PRELIMINARY j NOT FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES. FOR REVIEW ONLY. bypee{ S NOC Bw t Ai� P; lR+rA.�i 381YrRwu NrmAn+u usfel9 -vmm YRs or rrr CITY OF �OPPELL COPPELL, TEXAS DeFOREST ROAD RECONSTRUCTION PAVING PLAN & PROFILE STA 13 +50 TO STA 18 +50 Defaesl Pe44.ar. OESXN GSWW AWRDYEP:00 i.w..r4..., OATS: 1123/2010 10 of 62 qD) 470 EX' GR_J� R HT ROW 465 t n�rst L aw > LL °° wa E . GR AT PROPOSED _... I2. ALIGNMENT 0.50/ ' a RE /�J9 J ii4 WITH P RAN.. N O 2 n S n 15 +00 AT PROPOSED; ALIGNMENT - 47 ` •: Ca GR — RET :41.2 PIED. MAX LV;:ZZU.UU 1110 1 K 17 ~ 00 1s + oo 475 PRELIMINARY j NOT FOR CONSTRUCTION. BIDDING. OR PERMIT PURPOSES. FOR REVIEW ONLY. bypee{ S NOC Bw t Ai� P; lR+rA.�i 381YrRwu NrmAn+u usfel9 -vmm YRs or rrr CITY OF �OPPELL COPPELL, TEXAS DeFOREST ROAD RECONSTRUCTION PAVING PLAN & PROFILE STA 13 +50 TO STA 18 +50 Defaesl Pe44.ar. OESXN GSWW AWRDYEP:00 i.w..r4..., OATS: 1123/2010 10 of 62 WE.N'TZ JAMES L n SHANNON B IN I . u R.O. BOY CASTLE CRbb DA LOi L BLOCK B. PNC ESTATES OF CAMBRIDGE MANOR PHASE TWO AJH DARRO.N R 1 777.E SALLOVM. S1 LA 6 GEORGETTE O' ROW VOL 8T0R4, PO 4R'TI yP ASH ADDITION THE ESTATES OP - - - -- E LO I BLO . B01 CA 9 LE CREEK DR $ IA 22.64.3. 1 ?.B' L T AR. D C 1 ►1 LOT 1. BLOCK 1. LOP F BLOCK A. - SAWCUT AND CONNECT TO CAMRRIDOE MANOR R.O.W. I I X. CONC. PAVEMENT WITH VOL OD02I, PG 1:0 PHASE TWO D.R.D.CT VOL. 670@4. PG. 407f STREET HEADER. MATCH EX. 113821 1352BI D.R.D.rr PAVEMENT ELEVATION. CONTRACTOR TO SALVAGE.STORE ai EL•455,74 5 AND REPLACE PAVESrONE3 ON 6 CONC. STA 22.50.3,42.3'LT Q TA 22.78.3,43'LT DRIVE TO EXISTING OR BETTER CONDITION TC•456.06 I C•455.94 H11'•40' PRIOR TO CONSTRUCTION. (NO SEPARATE 11 c 17 SH7 PAY ITEM) PAYMENT SHALL BE INCLUDED I W I CONST. STD. V• F •0. IN THE PRICE OF DRIVEWAY REPLACEMENT i�j I BAR 2? 3t SHT V: 1 ^.5 RIER FREE H' I ? CONS T. STD. $ RAMP . CONSTRUCT 5' wIOE. ..00 Im BARRIER FRf r .. U ' 6,'9L°ZbYM: .may a r • CON 5' WIDE. 4" THICK CONC. 4" THICK CONC. .,,• A . o , m ,,,,,, I i .r .-,.• sa,.s SOE WAL K. 0 10 t0 40 O SIDEWALK. ♦ r w. •.a cases. r.wna. r -A' .r, • AoAr. •• nw .r LEGEND PROPOSED mncsr ro .w�,.�. r M TREE REMOVAL - - TT • 70 , N O PROPOSED SIDEWALK >unrvbcraa L%&j. - -600 - vre0 CEM r fALK- 20F00 - - F-- - 21-00 •t 5a-) PAVR+e eeN .�. VG Co \ VG cow OG Cvw. _- - 0 t CONSTRIICJ 5' WIDE, CONS TRUCT .D.W -,� - - - - - - - - - j 4" THICK CONC. RETAINING WALL PAV. STA 0.50, 19'Ri PAV STA ?1.50. R'RT L SIDEWALK. WITH PEDESTRIAN END PR SED PROP. TYPE I INLET RAIL. Rf TAILING WALL WITH TWO EXTENSIONS s xen Wllx PED. RAIL � iC•137.77 FL •4 .77 N.NA1 PHILLIP 1 114 COLZ RONALD K MAGRI JOHN A PARKA HENJAMIN & MCKINNEY MICHELLE A 1 I R' ZHANC, OI!:G & XIAOVINC JEANNE L PLINCHARD & DOROTHY A EDNA MAGRI CAROLINE E A 846 CHESHIRE DR 826 CHESHIRE DR 890 CHESHIRE OR 834 CHESHIRE DR 8.38 CHESHIRE DR ROBERT R MLK/NNEY BLN H L07 I8 O1.K R LOT It R1.N D LOT 12 RLN B 107 I3 BLK R f.OT H 842 CHESHIRE DR I L { ELK B LOT 16 0 n a 475 470 465- 460 rJ !U- STA: •44.9 ELEV 9.80 1. VC: 50 a PAVEMENT MAINTAIN 2.0Z CROSS I Q NOTE: ` F•' ALL MEASUREMENTS FROM BACK OF CURB. '/KRsE 22.00 SLOPE THROUGH 23.00 � m � CR OSSW ALK � � - ALL DRIVEWAY RA TO' E 30' OTHERWISE {Sa NOTED. INTERSECTION ION R D ALLEY r RADII ARE 20' UNLESS O THERWI SE SNOT ISE NOTED. RETAINING WALL OFFSET MEASUREMENTS FROM UG COMM' f c COMMI 1 PAVING CENTERLINE ARE TO THE FACE OF WALL. - - - - - NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR F" OR REPLACEMENT OF FENCE. CONTRACTOR • ...r N. An,c. • 7vs Q 1S RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF FENCING DAMAGED DUE TO _ CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY IS ALLOWED FOR FENCING. R. O. fL STA 22.64.3 DEFOREST _ PAV STA 23.00, I4'RT STA 21.65, I 19 RT f N 7,Ott,3t1.90 STA 0.00 CASTLE CREEK PROP. TYPE 1 0. 14 THE CONTRACTOR SHALL MAKE ALL THE ' w10E SDEWALK WITH ONE EXTENSION NECESSARY PROVISIONS FOR THE SUPPORT, BfC1N 5 WITH INTEG E WALK E ?•439.342. TC•453.58 LOCATING, PROTECTION, RELOCATION, AND WWI FL•t48.58 w,�9,,,s, TEMPORARY RELOCATION OF ALL UTILITIES C ST. 5 WOE "'° AND STRUCTURES BOTH ABOVE AND BELOW 5 WALK WITH THE GROUND DURING CONSTRUCTION. .NAR8ING RAJENDRA )NT GRAL RE TAINING,,'LLANISADRVODI.N THE CONTRACTOR IS RESPONSIBLE FOR ALL , aw CHESHIRE DR WALL MUBINA DAMAGES AS A RESULT OF CONSTRUCTION RLK B Lot IT LIEBMAN ERIC V & A58 CHESHIRE ON ACTIVITY AND NO ADDITIONAL COMPENSATION /LELFN -EVE L RLK B Lot 18 WILL BE ALLOWED. SEE GENERAL NOTES FOR 654 CHESHIRE OR HER B LOT I CONTACTS PRIOR TO ANY CONSTRUCTION. CAUTION II THE CONTRACTOR SHALL VERIFY THE ELEVATION EXISTING GAS LINE & GAS SERVICES ARE AND CONFIGURATION OF ALL EXISTING UTiLfTY LINES PRIOR TO CONSTRUCTION. PRESENT, SIZE & LOCATION NOT KNOWN. SUCH VERIFICATION SHALL BE CONSIDERED OVERHEAD ELECTRICAL AND UNDERGROUND SUBSIDIARY TO THE COST OF CONSTRUCTION TELECOMMUNICATIONS IN AREA. (NO SEPARATE PAY ALLOWED FOR UTILITY VERIFICATION). lo w a� '4 a N N ' W L. `PROPOSED 624 DEFOREST RD LOT I BLOCK /. N, < BECK ESTATES' VOL. 2000 1Y5. PC to LEFT TC • D RDC T. I13511.Oslo, - - - - -- P i - ; I. CL '��• Pin El MSTALL TEGRAL RETAINING Q)j A A. P VI S TA:24. 16.5 r WALL SIDEWALK. £x1END L wAU DRIVEWAY. AREA I KIWEE DRIVE AND WALL TO EX. GR AT PROMISE HORIZ. ALIGNMEN -- PVI - ' 2 5L05 K:80.6 L VC -' 2 50 C K AS TE, SAME THICKNfSS -- - - - < ilk CONSTRUCT 5' W1DF. 0 Y • � 4' THICK CONC. ....• EX SIDEWALK. - - -- - - - - -- r NSITION F - - WNEO SECTION - -- TRAIGHT CROSS - �� LEFT DPE SECTION <•w 'c 'r ! "' pm A 18.25 TO - ~ -- ar uc COMM STA 19.25 Ow PRE LIMINARY •,_ G Ex. GR AT PROPO HORIZ. ALIGNMENT R•7.5' _ - - - 2.601 �� WE.N'TZ JAMES L n SHANNON B IN I . u R.O. BOY CASTLE CRbb DA LOi L BLOCK B. PNC ESTATES OF CAMBRIDGE MANOR PHASE TWO AJH DARRO.N R 1 777.E SALLOVM. S1 LA 6 GEORGETTE O' ROW VOL 8T0R4, PO 4R'TI yP ASH ADDITION THE ESTATES OP - - - -- E LO I BLO . B01 CA 9 LE CREEK DR $ IA 22.64.3. 1 ?.B' L T AR. D C 1 ►1 LOT 1. BLOCK 1. LOP F BLOCK A. - SAWCUT AND CONNECT TO CAMRRIDOE MANOR R.O.W. I I X. CONC. PAVEMENT WITH VOL OD02I, PG 1:0 PHASE TWO D.R.D.CT VOL. 670@4. PG. 407f STREET HEADER. MATCH EX. 113821 1352BI D.R.D.rr PAVEMENT ELEVATION. CONTRACTOR TO SALVAGE.STORE ai EL•455,74 5 AND REPLACE PAVESrONE3 ON 6 CONC. STA 22.50.3,42.3'LT Q TA 22.78.3,43'LT DRIVE TO EXISTING OR BETTER CONDITION TC•456.06 I C•455.94 H11'•40' PRIOR TO CONSTRUCTION. (NO SEPARATE 11 c 17 SH7 PAY ITEM) PAYMENT SHALL BE INCLUDED I W I CONST. STD. V• F •0. IN THE PRICE OF DRIVEWAY REPLACEMENT i�j I BAR 2? 3t SHT V: 1 ^.5 RIER FREE H' I ? CONS T. STD. $ RAMP . CONSTRUCT 5' wIOE. ..00 Im BARRIER FRf r .. U ' 6,'9L°ZbYM: .may a r • CON 5' WIDE. 4" THICK CONC. 4" THICK CONC. .,,• A . o , m ,,,,,, I i .r .-,.• sa,.s SOE WAL K. 0 10 t0 40 O SIDEWALK. ♦ r w. •.a cases. r.wna. r -A' .r, • AoAr. •• nw .r LEGEND PROPOSED mncsr ro .w�,.�. r M TREE REMOVAL - - TT • 70 , N O PROPOSED SIDEWALK >unrvbcraa L%&j. - -600 - vre0 CEM r fALK- 20F00 - - F-- - 21-00 •t 5a-) PAVR+e eeN .�. VG Co \ VG cow OG Cvw. _- - 0 t CONSTRIICJ 5' WIDE, CONS TRUCT .D.W -,� - - - - - - - - - j 4" THICK CONC. RETAINING WALL PAV. STA 0.50, 19'Ri PAV STA ?1.50. R'RT L SIDEWALK. WITH PEDESTRIAN END PR SED PROP. TYPE I INLET RAIL. Rf TAILING WALL WITH TWO EXTENSIONS s xen Wllx PED. RAIL � iC•137.77 FL •4 .77 N.NA1 PHILLIP 1 114 COLZ RONALD K MAGRI JOHN A PARKA HENJAMIN & MCKINNEY MICHELLE A 1 I R' ZHANC, OI!:G & XIAOVINC JEANNE L PLINCHARD & DOROTHY A EDNA MAGRI CAROLINE E A 846 CHESHIRE DR 826 CHESHIRE DR 890 CHESHIRE OR 834 CHESHIRE DR 8.38 CHESHIRE DR ROBERT R MLK/NNEY BLN H L07 I8 O1.K R LOT It R1.N D LOT 12 RLN B 107 I3 BLK R f.OT H 842 CHESHIRE DR I L { ELK B LOT 16 0 n a 475 470 465- 460 rJ !U- STA: •44.9 ELEV 9.80 1. VC: 50 a PAVEMENT MAINTAIN 2.0Z CROSS I Q NOTE: ` F•' ALL MEASUREMENTS FROM BACK OF CURB. '/KRsE 22.00 SLOPE THROUGH 23.00 � m � CR OSSW ALK � � - ALL DRIVEWAY RA TO' E 30' OTHERWISE {Sa NOTED. INTERSECTION ION R D ALLEY r RADII ARE 20' UNLESS O THERWI SE SNOT ISE NOTED. RETAINING WALL OFFSET MEASUREMENTS FROM UG COMM' f c COMMI 1 PAVING CENTERLINE ARE TO THE FACE OF WALL. - - - - - NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR F" OR REPLACEMENT OF FENCE. CONTRACTOR • ...r N. An,c. • 7vs Q 1S RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF FENCING DAMAGED DUE TO _ CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY IS ALLOWED FOR FENCING. R. O. fL STA 22.64.3 DEFOREST _ PAV STA 23.00, I4'RT STA 21.65, I 19 RT f N 7,Ott,3t1.90 STA 0.00 CASTLE CREEK PROP. TYPE 1 0. 14 THE CONTRACTOR SHALL MAKE ALL THE ' w10E SDEWALK WITH ONE EXTENSION NECESSARY PROVISIONS FOR THE SUPPORT, BfC1N 5 WITH INTEG E WALK E ?•439.342. TC•453.58 LOCATING, PROTECTION, RELOCATION, AND WWI FL•t48.58 w,�9,,,s, TEMPORARY RELOCATION OF ALL UTILITIES C ST. 5 WOE "'° AND STRUCTURES BOTH ABOVE AND BELOW 5 WALK WITH THE GROUND DURING CONSTRUCTION. .NAR8ING RAJENDRA )NT GRAL RE TAINING,,'LLANISADRVODI.N THE CONTRACTOR IS RESPONSIBLE FOR ALL , aw CHESHIRE DR WALL MUBINA DAMAGES AS A RESULT OF CONSTRUCTION RLK B Lot IT LIEBMAN ERIC V & A58 CHESHIRE ON ACTIVITY AND NO ADDITIONAL COMPENSATION /LELFN -EVE L RLK B Lot 18 WILL BE ALLOWED. SEE GENERAL NOTES FOR 654 CHESHIRE OR HER B LOT I CONTACTS PRIOR TO ANY CONSTRUCTION. CAUTION II THE CONTRACTOR SHALL VERIFY THE ELEVATION EXISTING GAS LINE & GAS SERVICES ARE AND CONFIGURATION OF ALL EXISTING UTiLfTY LINES PRIOR TO CONSTRUCTION. PRESENT, SIZE & LOCATION NOT KNOWN. SUCH VERIFICATION SHALL BE CONSIDERED OVERHEAD ELECTRICAL AND UNDERGROUND SUBSIDIARY TO THE COST OF CONSTRUCTION TELECOMMUNICATIONS IN AREA. (NO SEPARATE PAY ALLOWED FOR UTILITY VERIFICATION). lo w a� '4 a N N ' W L. `PROPOSED N, < LEFT TC • - - - - -- P i - ; I. CL '��• Pin El Q)j A A. P VI S TA:24. 16.5 S• L V� U ` 9JX 1__ EX. GR AT PROMISE HORIZ. ALIGNMEN -- PVI - ' 2 5L05 K:80.6 L VC -' 2 50 -- - - - -- - - -- -- OPO - - EX -- - - -- - - - - -- - RIGHT - - - -- - �� LEFT W - ~ -- PROPOSED PRE LIMINARY •,_ - Ex. GR AT PROPO HORIZ. ALIGNMENT ED LEFT TC _ - - - 2.601 �� IcC 4W - MOO OR PERMIT PURPOSES, MQ FOR REVIEW ONLY. . �...� _-.. - `_- _ - + d ll _ - - - -.• lulu GR R1C. - �ruraanu'+'�.0 - - - _ _ -_ -- - - '- PROPOSED &OAe1 A odis5bl'rR rwr WAL� PEO. RAIL £X. RIGHT ROW -.._ __ ` -`-- ---- LEFT TC -_ - , _ PROPOSED RIGHT TC - ] n / T T7 `/ S ( C ♦ - 00 L K;4;.23 --- �� Ex. GR -- -- L VG ?0.00 _ ==- -- -- -- -- RIGHT ROW w e e s o s `+iT',/ OF TRAIN li FR < IJ � . PV! • COPPEL COPPELL, TEXAS _ _ fO SLOPE SECIK>W S a EV VI :4 7. -5 MT GRAf LVC-10 STA 0 25 TO �� +- RE wAll DVI s r DeFOREST ROAD STA 19-21 IJ- A:23-25 RECONSTRUCTION 7 K.,71.43 ' L VC: 100 PAVING PLAN SI PROFILE N oj b b STA 18 +50 TO STA 23 +50 I oj N �I II O 1 _ • 1 u a _. - it �; a t1 < W - � ' a ' P- 05 P-05.9. DEDES-Cl, GSM'w A- FR9110 : 0_I N e C ® �ws�it• 22 oo 23 00 �� ® � �� 62 A-- .- --�. GSWW -� 1 of ts 20-100 si an WERrT. JAMES L 1 SHANNON 8 602 CASTLE CREEK OR DRDC.T R.O.W. -- -' SL'O� A I rAA 1 TARA D LOT 1. BLOCK B. THE ESTATES OF CAMBRIDGE' MANOR z I CONS T. STD. BARRIER FRf£-- R DOPBR�\ 8 44 DEFOREST RD a VOL 2001042, PG 8999 PHAS8 TWO PROP. TYPE INLET I 5000 ACRES VOL. 97084, PG. 4971 PROP, TYPE I KJL E T p D R O C T OR D cr -. - TRANSITION FROM FL•445.45 PAV. STA 24.81, O. W. BBO BREN70001J ON STA 26.93.6 T F STRAIGHT CROSS JOSELYN M BAEZ I PROP. TYPE l MdET t'•40' N 7,044,348.37 E 2,439.505.94 TC•452.87 SLOPE SECTION TO STREET HEADER. W ITH ExiENSION! CONSTRUCT 5' wlpE, H: 1} N t7 SHT PAV STA 25.38 4, 24 .' 1 T CROWNED SECTION RETAINING WALL C•451 57 4" THICK CONC. STA 25.18.2.61.E V: t' •10' STA 24.41.5 TO C ONS I. srO. BARRIER FREE FL •446.57 SIDEWALK. VOL . R.D PO. ee D.R.DCT CONST 5'WtDE, N: 1 " •20' 22 K J4 SNT Y: 1•••S' STA 25.41.5 RAMP O - C•452.90 R.O.W. " THICK CONC. 1 � SUCH VERIFICATION SHALL BE CONSIDERED - - --C .F SIDEWALK. E PROP. R.O. VERIFICATION). fW W.� PAV, STA 16.33.6, 19'1. 7 A 0r lOX . DEFORPST COURT R.O.W. - - 14 4" THICK CONC. - I END RETAAMNG WALL m I o -- I� CENr[RL6L 1 r CONTItUCi 5' WOE SIDEWALK WITH IN J AL RETAINING WALL PAV $ TA 24.36.4, 22.3' R PROP. TYPE INLET WITH TWO EXTENSIONS R. O. W. TC•454.00 FL•448.00 CAUTION II LARA LUIS F EXISTING GAS LINE & GAS SERVICES ARE " e l.A'HBSLOrE20R PRESENT, SIZE & LOCATION NOT KNOWN. OVERHEAD ELECTRICAL AND UNDERGROUND TELECOMMUNICATIONS IN AREA. L VC:250 EX. GR RO 455 RO 1.2071 450 PVf STA:23425 N 603 DEMNEST cr y .. so' now .. .- w E 4 -- LOT 2 OEFORC6T COURT 28' B -B VOL 241. PC 66 MAINTAIN 2.0% CROSS I DEFOREST RD. SLOPE THROUGH _ CROSSWALK _ 26• 27F00 ANSITlON FROM STRAIG PRO DRDC.T R.O.W. RAMP RE TA/Nf z I CONS T. STD. BARRIER FRf£-- 2a CONTRUCT RETAINING W PROP. TYPE INLET I 111,-R.O.W. TA 17.07.9, 42'LT R.O. W. CLIP PROP, TYPE I KJL E T p WITH PEDESTRIAN RAIL. STA 25- 71, 34.2'R TC•451.45 AWCUT AND CONNECI TO YEDDA LGH LAWRENCE Jb FL•445.45 O O. W. BBO BREN70001J ON STA 26.93.6 T F EX. CONC. PAVEMENT WITH JOSELYN M BAEZ STA 0.00 ALLEN R0. t'•40' N 7,044,348.37 E 2,439.505.94 TC•452.87 I STREET HEADER. 602 DEFOREST cT �T 18 SAWCUT AND CONNECT TO H: 1} N t7 SHT PAV STA 25.38 4, 24 .' 1 T TC- 452.06 RETAINING WALL EL•452.70 DE FOREST CODRT STA 25.18.2.61.E V: t' •10' BEGDd RE TANINC WALL WITH PEDESTRIAN RAIL- C ONS I. srO. BARRIER FREE DAMAGES AS A RESULT OF CONSTRUCTION TA 27.22.1. 42'LT VOL . R.D PO. ee D.R.DCT CONST 5'WtDE, N: 1 " •20' 22 K J4 SNT Y: 1•••S' .. RAMP O - C•452.90 " THICK CONC. 1 � SUCH VERIFICATION SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF CONSTRUCTION SIDEWALK. (NO SEPARATE PAY ALLOWED FOR UTILITY VERIFICATION). to 20 40 CONSTRUCT 5' wIDE, PAV, STA 16.33.6, 19'1. 7 A 0r lOX . DEFORPST COURT LEGEND 14 4" THICK CONC. - I END RETAAMNG WALL ONSI. STD. VOL 241. PC. 68, D.R D C SOE WALK. WITH PEDESTRIAN RAIL. R FRff 10'I Sh DEP RESY COURT 101. 24:. Fl: . O.R. D.0 r OW C f PROPOSED TREE REMOVAL fR.O.W. I R -30' -30 ' _ + PROPOSED SIDEWALK SA � PAVEMENT N MAINTAIN 2.0% CROSS I DEFOREST RD. SLOPE THROUGH _ CROSSWALK _ 26• 27F00 ANSITlON FROM STRAIG PRO r RAMP RE TA/Nf z I CONS T. STD. BARRIER FRf£-- 2a RAID PROP. TYPE INLET PROP. 10'X IO'- PAV. STA 24.81, 14' RT R.O. W. CLIP PROP, TYPE I KJL E T 0.50 _ _ WITH TWO EXTENSIONS STA 25- 71, 34.2'R TC•451.45 ENO SIDEWALK WITH FL•445.45 INTEGRAL RETAINING O. W. BBO BREN70001J ON WALL - CONST, STO. f1 STA 0.00 DEFOREST CT. STA 25.99.2 DEFOREST BARRIER FREE N 7,044,350.15 STA 0.00 ALLEN R0. MILLER JASON RD.S,i- 729 ALIEN RL. N 7,044,348.37 E 2,439.505.94 BLK R LOT 36 PAV, STA 25-80.5.45'R PROP. TYPE INLET SAWCUT AND CONNECT TO WITH ONE EXTENSION R.O.W. SIDEWALK WITH INTEGRAL TC- 452.06 RETAINING WALL FL•447.56 STREET HEADER. STA 25.18.2.61.E DLACK6ELL GREGORY SCOTT 1 TC- 453.34 BOB BRENTBOOD DR CAROLINE 0 RLK A LOT 44 892 BRENrwooD DR DAMAGES AS A RESULT OF CONSTRUCTION Y N '£ SECTION TO CROWN STA 24.4L5 TO STA AT PROPOSED AL IGNMENT LJ \` " ' -PROP. 10'X10' `STA 26.40, 19'RT /U n R.O.W. CUP BEGIN SIDEWALK WITH ^ W 7 CONS T. STD. WTEGRAL RETAINING BARRIER FREE WALL. £X GR AT PROPOSED fiz. ALIGNMENI R fV - 1 U 25+00 w RAMP RE TA/Nf z I PAv. STA 26.17.3. 52.2' R 2a PEO. RAIL PROP. TYPE INLET RADIIARE 20 UNLESS OTHERWISE NOTED. - SSC pp�O D-\ WITH TWO EXTENSIONS, TC•452.47 0.50 _ _ FL •447.97 NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR PWELE FI.EMIN'C WILLIAM PHfLII' b MIR/AM L 77 O. W. BBO BREN70001J ON REPLACEMENT OF FENCING DAMAGED DUE TO - CONST, STO. f1 STA 0.00 DEFOREST CT. RLK A 7.07 48 TA 26.17.1, 61.7' Rt BARRIER FREE N 7,044,350.15 R.O.W. C•453 - 31 RE TMNING 7• .. TA 25.99.2.6t8'RT BD• ROW SAWCUT AND CONNECT TO -' R.O.W. SIDEWALK WITH INTEGRAL EX. CONC. PAVEMENT WITH RETAINING WALL AND STRUCTURES BOTH ABOVE AND BELOW STREET HEADER. THE GROUND DURING CONSTRUCTION. DLACK6ELL GREGORY SCOTT 1 EL•453.41 BOB BRENTBOOD DR CAROLINE 0 RLK A LOT 44 892 BRENrwooD DR DAMAGES AS A RESULT OF CONSTRUCTION r ACTIVITY AND NO ADDITIONAL COMPENSATION h WILL BE ALLOWED. SEE GENERAL NOTES FOR ui ,i1 � a 1'1 h AND CONFIGURATION OF ALL EXISTING 1 � SUCH VERIFICATION SHALL BE CONSIDERED £X GR AT PROPOSED fiz. ALIGNMENI R fV - 1 U 25+00 RIGHT LVG ISO EX. GR LEFT ROW -0.50% PROPOSED LEFT TC w - . RE TA/Nf W > '� WALL WITH 2a PEO. RAIL RADIIARE 20 UNLESS OTHERWISE NOTED. - SSC pp�O D-\ RETAINING WALL OFFSET MEASUREMENTS FROM 0.50 _ _ r NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR RIGHT LVG ISO EX. GR LEFT ROW -0.50% PROPOSED LEFT TC NOTE. - . ALL MEASUREMENTS FROM BACK OF CURB. .._ .'. cn ALL DRIVEWAY RADR ARE 10' UNLESS OTHERWISE - - - A+�,c iNr[RCMt ��C�LL777 - NOTED. INTERSECTION RADOARE 30'AND ALLEY A - -- RADIIARE 20 UNLESS OTHERWISE NOTED. ` 4 - "' _ RETAINING WALL OFFSET MEASUREMENTS FROM PAVING CENTERLINE ARE TO THE FACE OF WALL. U NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR PWELE OR REPLACEMENT OF FENCE. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND OR ¢ STA 27.07.9 DEFOREST RD- '" • REPLACEMENT OF FENCING DAMAGED DUE TO - CONST, STO. f1 STA 0.00 DEFOREST CT. CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY BARRIER FREE N 7,044,350.15 IS ALLOWED FOR FENCING. RAMP E 2,439,614.60 RE TMNING WALL L V THE CONTRACTOR SHALL MAKE ALL THE NECESSARY PROVISIONS FOR THE SUPPORT, CONTRUC T 5' WIDE LOCATING, PROTECTION, RELOCATION, AND R.O.W. SIDEWALK WITH INTEGRAL TEMPORARY RELOCATION OF ALL UTILITIES RETAINING WALL AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND DURING CONSTRUCTION. DLACK6ELL GREGORY SCOTT 1 THE CONTRACTOR IS RESPONSIBLE FOR ALL BOB BRENTBOOD DR CAROLINE 0 RLK A LOT 44 892 BRENrwooD DR DAMAGES AS A RESULT OF CONSTRUCTION BLK A LOT 43 ACTIVITY AND NO ADDITIONAL COMPENSATION uu KA /FENC WILL BE ALLOWED. SEE GENERAL NOTES FOR e84 BRE'NrW 4 OR BLN A LOT T 46 CONTACTS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE ELEVATION AND CONFIGURATION OF ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION. SUCH VERIFICATION SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF CONSTRUCTION n (NO SEPARATE PAY ALLOWED FOR UTILITY VERIFICATION). RIGHT LVG ISO EX. GR LEFT ROW -0.50% PROPOSED LEFT TC T 455 No R FO CONST BIDOING. OR PERMIT PURPOSES. FOR REVIEW ONLY 6ur�e1/ 8 W1 1p � 6 sw.,,,[ tAnunVlip r•. 1DYISL D D.5w5bYrA s► mw 6.a u.11r 450 CITY OF COPPELL COPPELL, TEXAS DeFOREST ROAD RECONSTRUCTION PAVING PLAN & PROFILE STA 23 +50 TO STA 28 +50 m v DeF-sf FDV06.Ogn jDESIGN - GSWW ROVED -:00 wM....1w.. �Aq DATC. I /73 /70 SHF" GSWW := .� = 12 of 62 -- - . PROPOSED - 11 -1. RIGHT TC PWELE 7451.; INTEGRAL K:6 78 RE TMNING WALL L V :80 3 fizz z w n 274-00 284.00 T 455 No R FO CONST BIDOING. OR PERMIT PURPOSES. FOR REVIEW ONLY 6ur�e1/ 8 W1 1p � 6 sw.,,,[ tAnunVlip r•. 1DYISL D D.5w5bYrA s► mw 6.a u.11r 450 CITY OF COPPELL COPPELL, TEXAS DeFOREST ROAD RECONSTRUCTION PAVING PLAN & PROFILE STA 23 +50 TO STA 28 +50 m v DeF-sf FDV06.Ogn jDESIGN - GSWW ROVED -:00 wM....1w.. �Aq DATC. I /73 /70 SHF" GSWW := .� = 12 of 62 A.t ^"­ I 9C6 r %i: f'CRf:T Hli N N; v � y L EGEND 1 V \ P TREE REM TREE REM S PROPOSED SIDEWALK III It t7 SHT H: t "•40' PAVEMENT V: 1" •10' �22 x 34 SHY y, ' IO" SCH, 4 RIGHT SIDEWALK FROM WNTE PVC TA 29•d4 i0 STA 31•48 P� If I •I�' ' Anlf I ": .: .. U01 Cf'I' Ilk r:51 HL A SIDE K EX R r!,i9'!I !f9, "! o w �OPAOP ALL MEASUREMENTS ter "'rf:��, + RET, SIDEWALK CONS I. RE YAWING WALL �4 0 WE T 0 45 7. RETAINING WAIL RAAW AT i0P wALK PIPE WITH PEOfSTRAAN RAIL W K : . DO 3 Ov �- " WI H PEDESTRIAN RAIL RETAINING SIDE f0" WALL, HfIGHT`� w RADIIARE 10'UNLESS OTHERWISE RADIIARE 30'AND ALLEY PAV. STA 29.42, 19'L7 _= SLOTTED DRAIN WITH PEDESTRIAN GRATE AND f0" SCH 40 PVC -_ .__ STD CONS T. . l PAV. S TA 28 541, 11' 1 1 RADIIARE 20' NLESS OTHERWISE NOTED,.._ BEGIN - TA"\'C WALL -- _ 7 S_TA 30.59, ?2.8' r PAV. 5 TA 30.75.8, 22.6' L I 9 BARKER FREE PROP. TYPE IMLET WITH TWO EXTENSIONS CONSTRUCT s'WiDE, v - - - -_ W17H_ EDESTRIAN RAIL. PAV. STA 29.55 END RETANING WALL WITH PEDESTRIAN RAIL. ..•. +- c ' B£GIN RETAINING WALL WITH TH PEDESTRIAN RAIL. z ( R PAV STA JF60.5, II8.9'Ll TC•ISI,86 FL- 416.86 1' THICK CONC. .�.� BEGIN TRANSITION PAVING CE 3 CONSTRUCT 5' A - __ SIDEWALK. 1 .< FROM 78'8-8 70 PROPOSED 4" TNCK C WITH PEDE - 3 27.8'8-8 R.O.W. SIDEWALK. � 6 ; pmt 460 _ PAV PI STA 29.55 CONSTRUCT 3• wDE.— 4' THICK CONC. •e r K 61.787 £X. GR AT PROPOSED ♦ N 7.044.354.18 ` SIOEWA*K. , bP LVC:80 ,F — HORIZ. ALIGNMENT PIPOPOSro p °' E 2 439 861 00 w +'• i W R.O.W. - fr .�., r l t ' A ¢ P ROP OS E D C 455 NECESSARY su J1•s .D•u O j (� r LOCATING, PR e w, r TC• 7 ELEC_ TEMPORARY LOCATfON OF ALL UTILITIES � + R.O.W. AND STRUC ABOVE AND T CONSTRUCTION. BEL O.W. r uG G THE GROUND DUi4ING — — \ I - -K PAV STA 31.55.._ - THE CONTRA C DAMAGES AS OR IS RESPONSIBLE FOR ALL A RESULT OF CONSTRUCTION 450 - -- PA� BT STREET ACTIVrTY AND NO ADDITIONAL COMPENSATION — •n __ ______ W - — HEADER. fL•433.89 WALL — WILL BE ALLO CONTACTS PR . SEE GENERAL NOTES FOR OR TO ANY CONSTRUCTION. DEFOREST RD. L�— — — —' — - Ex . cR A ;PROPOSED EX. G - _ ' H RAIL. ! PROPOSE 455 .ts v OR SHALL VERIFY THE ELEV PRELIMINARY DON OF ALL EXISTING NOT FOR CONSTRUCTION, PRIOR TO CONSTRUCTION. . j &ODING PEIiT PAVING CENTERLAIE - _ - _ - - ff� A NMENT ... _—._. i RIGHT TC - - 9 VERfF ynoSE 7K9N SHALL BE CONSIDERE9 - - - -- .792 —.. — - - SUBSIDIARY 7 (NO SEPARATI THE COST OF CONTRR ifllpU,Irc ouram PAY ALLOWED FOR UTILITY I „ y _ UG ELEC VERIFICATION). - INTEGRAL £ • IN 7EGRAL- RETAINING WALT. PAV. STA 29.89, 19.8 RT ' ENO SIDEWAL K COA7R r 1' WrDE I . RE NING WALL R.O.W. A. 1O RETAINING WALL LowppT P L VI S TA:28.63 SIDEW RE TAJNrI K WITH INTEGRAL IG WAL L STA 31.118. E ONST. STD. I BARRIER FREE RAMP STA 31•53•8. I3.9'RT PAV. STA 29.55. PAV STA 29.84, BEGIN NOW rYP. SIDEWALK RNG� TYP W SEE TC•431.03 R.O.W. BEGIN TRANSITIO I RETNNMG WALL. SEE PAV STA 30-56.9 AtI DET T ET. i FROM 28 TO \ 27.8'8-8 DETAIL THIS SHEET. CONSTRUCT 112 SLOTTED DRAM. LF OF SEE Yf8 RREI TWOOD DA PAV. STA 28.54, 11' PROP. TYPE I INLE1 CON RUC7 S' WIDE OE TAIL THIS ET I DLK A LOT sT STACK JOHN F It CAROL C WITH TWO EXTENSIONS DwFOREST ROAD SIDEI41 RET WITH INTEGRAL NrNG WALL JA Y'AI. PA N UF.ENA K6141 s rusD I R I R" BRENTWOOD OR BLK A LOT 98 7C-451.86 I F •446.86 PATRUTA A r ,,i:rl.; �. �. „ '!i r 'I \ PINXO• CRAIC 0 L CYNTHIA N a` CRISHAM EUGENE S YOB BRENTWOOD DR Df? Pl.h a f.f,1 :1d Y S OON Do BRENTWOOD DA BLK A LOT 42 1, u;IC ;r!f �.�•.���.r ! YOI BRENTWOOD DR BLK A I.OT 9Y _ P BILK A LOT 40 �n 'n STA I 28 + 5 0 TO STA 6 rt N ¢ CAUTION II h . EXISTING GAS LINE III GAS SERVICES ARE - Y D PRESENT, SIZE d LOCATION NOT KNOWN. W n R OVERHEAD ELECTRICAL AND UNDERGROUND w/r•,��./.w�.�w f����pTyY, OAIE: 1/25/2010 �` TELECOMMUNICATIONS IN AREA. N N; v � y L EGEND 1 V \ P TREE REM TREE REM S PROPOSED SIDEWALK III It t7 SHT H: t "•40' PAVEMENT V: 1" •10' �22 x 34 SHY y, ' IO" SCH, 4 RIGHT SIDEWALK FROM WNTE PVC TA 29•d4 i0 STA 31•48 P� If I •I�' v: r•fc 30.00 1H 00 -• f 1 A SIDE K EX R po PROP RFT W o w �OPAOP ALL MEASUREMENTS FROM BACK OF CURB. RET, SIDEWALK �4 0 WE T WALL 'I. RAAW AT i0P wALK PIPE 5.Q% T MEET - <St. W K : . DO 3 Ov �- " v, ­10. SIDE WAL K RETAINING SIDE f0" WALL, HfIGHT`� w RADIIARE 10'UNLESS OTHERWISE RADIIARE 30'AND ALLEY S X r D+kAN SLOTTED DRAIN WITH PEDESTRIAN GRATE AND f0" SCH 40 PVC SECTION A•A DRAIN PIPE. NH' I;1 SC At _ -- NOTE: N ALL MEASUREMENTS FROM BACK OF CURB. N n N " 4 " ALL DRIVEWA NOTED. INTERSECTION RADIIARE 10'UNLESS OTHERWISE RADIIARE 30'AND ALLEY Y n p Y Y A RADIIARE 20' NLESS OTHERWISE NOTED,.._ r r RETAINING WgLI OFFSET MEASUREMENTS FROM PAVING CE *LINE ARE TO THE FACE OF WALL. V9 3 SSp�� NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR P F' f t L . 28.63 � ; pmt 460 OR REPLACEMENT IS RESPONStel REPLACEMENT OF FENCE. CONTRACTOR E F OR THE REPAIR AND OR OF FENCING DAMAGED DUE K 61.787 £X. GR AT PROPOSED ♦ CONTRACTOR' ACTIVITIES. NO SEPARATE PAY LVC:80 1 HORIZ. ALIGNMENT IS ALLOWED F OR FENCING. i W 455 4 W T ! P 0� -RAII� L _ 4 ¢ P ROP OS E D C 455 NECESSARY OVISIONS L OR L SUP E LOCATING, PR TECTION, RELOCATION. AND TEMPORARY LOCATfON OF ALL UTILITIES AND STRUC ABOVE AND T CONSTRUCTION. BEL THE GROUND DUi4ING \ I 450 THE CONTRA C DAMAGES AS OR IS RESPONSIBLE FOR ALL A RESULT OF CONSTRUCTION 450 - — ACTIVrTY AND NO ADDITIONAL COMPENSATION — LEF W - — _ EX. GR� RfTAMf WALL — WILL BE ALLO CONTACTS PR . SEE GENERAL NOTES FOR OR TO ANY CONSTRUCTION. L�— — — —' — - Ex . cR A ;PROPOSED EX. G - _ ' LEFT ROW W/ PED. RAIL. ! PROPOSE 455 THE CONTRA AND CONFIGU U !X•71 TILITY LINES OR SHALL VERIFY THE ELEV PRELIMINARY DON OF ALL EXISTING NOT FOR CONSTRUCTION, PRIOR TO CONSTRUCTION. . j &ODING PEIiT 465 - _ - _ - - ff� A NMENT ... _—._. i RIGHT TC - - 9 VERfF ynoSE 7K9N SHALL BE CONSIDERE9 - - - -- .792 —.. — - - SUBSIDIARY 7 (NO SEPARATI THE COST OF CONTRR ifllpU,Irc ouram PAY ALLOWED FOR UTILITY _ VERIFICATION). 450 - INTEGRAL £ • IN 7EGRAL- RETAINING WALT. 3 . RE NING WALL RCHT ROW LowppT P L VI S TA:28.63 PVIELEV:451.73 Lvc:so COPPELL CO P ELL, TEXAS DwFOREST ROAD — — RECONSTRUCTION —— - a` P n n �n 'n STA I 28 + 5 0 TO STA 6 rt N ¢ I o Ir h . Je +c•esr :c.D�.ay� DESIGN GS III APPROVED 100 - Y D M _ p W n R _ w/r•,��./.w�.�w f����pTyY, OAIE: 1/25/2010 �` YMIiAR SIEfT �rR M - - S ■■A.A..,rWAp�YfapW 11R ��YW11W l a 29 11 �� 3V Mf W J/ W