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ST0501-CS100727T H E C 1 T Y - O F COFFELL F x °r. 9 0 A S 1 8 July 27, 2010 Lakes of Coppell Home Owners Association HOA President via Alison Decarlucci CMA Management 1800 Preston Park Blvd, Suite 240 Plano, TX 75093 RE: Deforest Road, Project #ST 05 -01 Screening Wall Request Dear HOA President: Thank you for allowing Michael Garza and myself to attend your HOA Board meeting on April 21 You requested at the meeting that the City consider participating in the construction cost of a brick screening wall to replace the existing wooden fence. The City of Coppell has reviewed the HOA's request for a masonry screening wall along the south side of Deforest Road. The preliminary cost estimate for a brick screening wall would add approximately $550,000 to the current estimated cost of the initial project. Please see the attached memo and backup information for the estimating formula used. All documentation that the City has reviewed indicates that the construction and maintenance of the screening wall is a HOA responsibility. However, if the HOA has the means to fund the design and construction of the screening wall, we could ask our consulting firm to add it into the project plans before they are 100% complete. Time is of the essence as it is anticipated that construction will begin in the fourth quarter of this year. Please contact me at your convenience if you have any questions. Sincerely, George S. arsh , E. Office Phone: (972) 304 -3562 Fax: (972) 304 -3570 gmarshal l0,coppel ltx. gov A FAMILY COMMUNITY FOR A LIFETIME 255 PARKWAY * P.O. BOX 9478 * COPPELL TX 75019 * TEL 972/462 0022 * WWW.COPPELLTX.GOV T H E • C I T Y • O F .. s 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 11 — 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 11 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 :\Pcrocker\PROJECTS\STREETWCTIVE PROJECTS\ST05 -01 Deforest Rd\Deforest Rd Screening wall Memo - 5- 10- 10.doc masonry screening wall is $668,670 minus $102,600 = $566,070. Please see the attached for further detail. U: \Pcrockcr\PROJECTS \STREETWCTIVE PROJECTS\ST05 -01 Deforest Rd \Deforest Rd Screening wall Memo - 5- 10- 10.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 1495 2050 555 $235 $130,425 Type 1 2165 2550 385 $235 $90,475 Type 1 2640 2985 345 $235 $81,075 Type 1 2985 3155 170 $235 $39,950 Total 2712 $235 $637,320 Station Begin Station End Length Cost per LF Screenwall on dirt 740 7901 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 Total $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 No Pedestrian Rail Type II Pedestrian Rail Note: Utilized bid prices from City bid No. Q- 0510 -02 Woodridge Masonry Screening Wall O CD O Q O O CD O O q3 I O 0 0 O 1 10 t o •o I I I .p •p o . 2 N a M n 1 n I O I n c. 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TYPE 1 ft E T La !• d I � R FREE WITH TWO Exr£NSfONS I s4t S i j TC•453.26 19. 2.14.9, 44.2 H: 1'•40• FL •448.76 I TC•454.13 if. 17 SHi WEUrY u6uEwr V: 1•' •10' °110 61 CONS T. Sff. CONSTRUCT 5' W1DF. V P•.20' 5 r gAIpMER TREE CONSTRUCT 5' WIDE. 27 ..14 SH1 IN J%r C 4 THICK CONC. RAMP I ONST. STD. i° THICK CONC. r r'•s i1r,, by • / WALK. •Ea6f1Y oK w ' ARRIfR SIDEWALK. OeE. .o. ar I a RAMP uxrr_ \ �!1 ) :•An•:f C cam[ � aKl YYMCRMCE • 2• ',C 2e l0 I < „ � • zw� JaE. 6! io� utun.� Avr \ STA 0-38 CONNECT ro + 7� 1 � L ( uG ELE I � �aKt w �� L) } ,o• u?'L:n. uwar aa. .4 .nMaaltt. ,tM. = " L " — EX. CONC. PAVEMENT WITH LEGE W COIEA I 11rw.lu c s / va. am LEE, ra. !Y. R.O.W. STREET HEADER. MATCH Ex. — — — — — P — — — AVEMENT ELEVAT R.O•w. / EL •454.89 STA►PEO C TE A �e asaEM - _ '^`•'" O PROPOSED FF� N 7,044,306.53 CROSSWALK of _ _ _ W rREE REMOVAL RF F 2,436,945.51 (SO. , p = _ t. ..w - L - PROPOSED SIDE WAf K RO - r"- 3„ - - " = PAVEMENT •JO uG couN I a W PAV iA R v rn 4" -: rr R• . •:. _ - - NOTE; f ?,436,90710 f i, MAINTAIN 2.0 o ti e, ALL MEASUREMENTS FROM BACK OF CURB. s AyG DEFOREST RD. MAX CROSS OPE \ J w < CCN ERLnC ' 1 THROUGH CR SSWALK .'„ 3 BBIC C rTERLKR: r , _ _ 1.00 . A• _ }.1 2.00 _ _ 3 N _ Q ' W ALL DRIVEWAY RADAARE WUNLESS OTHERWISE H— — a`; - ` w — _ .rw, •, -� } } _ — •, VBTK �, • ,..,, ry sm — - As►t z RADII ARE 20' UNLESS OTH NOTED. ALLEY BE _ _ _ —_ _ -- _ Or L EIE „ - -T- — -�" °n T., RETAINING WALL OFFSET MEASUREMENTS FROM COMMON AREA - _ SS l e • V PAVING CENTERUNE ARE TO THE FACE OF WALL. .a.• E PARK ADDIT . , L. 91170, PG, 2 �J`i6°" G CROSS _ -Y _ - - ¢ NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR D.R.D.C.T. I - X f2•• Z,y - - - -., .- _ __ • _ - OR REPLACEMENT OF FENCE. CONTRACTOR f s 1' a craw '£>i• �1 k "Ek YY••W' �" IS RESPONSIBLE FOR THE REPAIR AND OR aAa,a Eo. •^" "• �°' •' wo h x s• Aun / r Esw. ro »� t m REPLACEMENT OF FENCING DAMAGED DUE TO IVTERSECTI OF MACARTHUR MIR T STA 0.68. 19'RT 1 "F "•, R.O.W. ^" " "' rl wv, R.O.W. CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY a "' DEFOREST BE SIGNALIZED T Y " TD FACE QF WALL B£CHN_ CONS T. STO. _ _ IS ALLOWED FOR FENCING. CONTRACT. 5 E PAVING SHEET x•,r„ ..., � 5• WC��f* C 7. 5' wlOE "s.E FOR NORTN IIkD LEFT TUR ! q Z' " AL Rf TMAMNC WALL. RM4° T "'" 0 '�"" W.r - ; f WALK WITH THE CONTRACTOR SHALL MAKE ALL THE BAY Ile swew vt •a / CONST.5'WOE AN7 GRAL REr NECESSARY PROVISIONS FOR THE SUPPORT, __ •+r• c•u •s K,a. rn• - • — to I NS T- S TD. SIDEWALK WITH ARRIER FREE INTEGRAL RET. WALL EE. REMOVALS WALL. LOCATING, PROTECTION, RELOCATION, AND a.Ewnrs - f R BELOW TS FOR PROP. ` ' 1 TEMPORARY RELOCATION OF ALL UTILITIES M n RAMP y.► ,pr BEH r f THE GROUND DURING CONSTRUCTION. Y 6" CURB N fL STA 0.00 PRESWK'K CT. I THE CONTRACTOR IS RI FOR ALL , i -V ARATE PAY ITEM, N 7,044,309.67 DAMAGES AS A RESULT T OF OF CONSTRUCTION TRUCTION • J3% E 2,437,137.94 i 4 ACTIVITY AND NO ADDITIONAL COMPENSATION \ SEE REM O VALS SETS y WILL BE ALLOWED. SEE GENERAL NOTES FOR e F HE E OR PRO ED WATER 6 4 )VANr CIR THE CONTRACTOR SHAL VERIFY LEVATION CAUTION II INFANrE A A A V S L CONSTRUCTION. )I CONTACTS PRIOR AKHAR ALI PAY.NE THOMAS H 6 JAN E EXISTING GAS LINE & GAS SERVICES ARE E I 600 R AfRTREF. C!R I X AND CONFIGURATION OF ALL EXISTING } y RLK A LOr 10 / 6115 RAIKTREE• CIR 812 RAIN'THER CFR PRESENT, SIZE & LOCATION NOT KNOWN. •�oSB� r, \ ¢ Sr.K A L11r re RLK A LOT 19 UTILITY LINES PRIOR TO CONSTRUCTION, ELECTRICAL AND UNDERGROUND I \ .- } ��l,,,JJJ TA 0. 9.6Y�3.TR y:, SUCH VERIFICATION SHALL BE CONSIDERED TELECOMMUNICATIONS IN AREA. ? R.O. I TC•43s44 \ �. • \ 11 SUBSIDIARY TO THE COST OF CONSTRUCTION \ \ ' VERIFICATION). SEPARATE PAY ALLOWED FOR UTILITY $ VERfRCATlON). R N u os ti ., , y v p, ;', y :;y O• — if .�i I 11 i 11 O - a N i U cc � EX.GROUND AT /PROP. ALIGNMENT _ - r// , EX. GR • EX. GR LEFT R W LEFT ROW _.. - 455 . x + RpppS�D EX. GR A T PROPO E� -- LL TC k i PRELIMINARY NOT FOR GONBIRUCTIOK, BIDDING. OR PERMIT PURPOSES. _- 1AFTfBRAL -�E T ROW FORREVIEWONLY. Ex. GROUND AT R�aROW RE TaRrNG WALL &www bm PROP. ALI NMENT — — WALL ��E�"&r _. 455 PROPOSED • PROPOSED_ RIGHT TC la�s0„ RIGHT TC o o - -- _.. 45Q - -- - - -- H AL IGNMENT $ED E a r .. CITY OF COPPELL COPPELL TEXAS - _ 0. -- _ D&FOREST ROAD r RECONSTRUCTION e e - PAVING PLAN & PROFILE STA 0 +00 TO STA 3 +50 •i a n G .� (� .eroresr Pov07egn Of 5CM GSwW APPROVED [DO . 0 p tJ v L5 • v !` w f x W w - t1 M�•••w.w,• DATE V23/20q rrr��e '& SHEEt 1 3 ` ��GSWW r . ..� rr 7 of 62 HAD XINDONG b YV WANG 724 OFPOR&4T AD 602 PRESTWICK CT GUADALUPE b ANGELITA LSTRADA LOT 1. BLOCK B. VOL. 9Bf3B. PC 1244 PR�a'7 KICK VOL 2001 206. PG 937 D. R O C T. 113131 137511 ORDCT PROPOSED SIDEWALK COMPANY LTD S PAV, 5TA 4.09.7, 14.5'17 601 INGLENOOK CT £X. CONC:. PAVEMENT WITH f ALL MEASUREMENTS FROM BACK OF CURB. PROP. TYPE I MLLET S TREE T HEADER. ONSTRUCi 5' wIDEI wtTH ONE EXTENSION CONSTRUCT 5' WOE. 4.. THICK CONC. TC•45FL •44918 S 4.39 4" WAL K. CONIC. I . � l NOEWAL Nj PROPOSED r •.w•c w.rt .IA. �'tJ 6' WID SLOP£ < EA ��.�.� �3 EASE : �` .0. W. w •aT., r r '-Z: P i :+� n,"..i. n ? PROPOSEOpp-- ---��� -AV w 4.00 _ - 5•I - A{nCCN• rp, A - 0 p PAVING CENTERLKC y R.O.W. V w W IT4 ` ten. INTEGRAL RET \ I W ALI� r e9'.10 1.P• 1_ [SIN Mk Ulm. K. 33+1 F1'LER AHIDC F.T Y JANICH JULIA A \\ "0"'. '_AA Y 6 On RAINTREE CPR B 1h7 LOT IB ANDREA DANIFLA BLK A LOT 1'u BLR A 818 RAINrRFE C1R @LR A 1.0T IJ CAUTION II EXISTING GAS LINE & GAS SERVICES ARE PRESENT, SIZE & LOCATION NOT KNOWN, OVERHEAD ELECTRICAL AND UNDERGROUND TELECOMMUNICATIONS IN AREA. ° DEFOREST RD. Fa n..:w / 826 RAINTREE 1111 / BLK A LOT 17 1 EX. GR AT PROPOS EX. CR HORT1. ALIGNMENT PROPOSED 455 LEFT ROW LEFT TC - -_ PROPOSED � 460 45 D LEFT TC MT ORAL WALL. - - - - -- - 40 _ / - ------ -- -- 45O ^ """ ' C� HOR Z. AL fGMVEN T w m n Q K LO --- � XZQA TA 7.32.7. 44.3' L T N C•461.84 STA 7.45.1.44.3'LT SAWCUT AND CONNECT TO w EX. CONC. PAVEMENT WITH STREET HEADER. METZ, JOHN EL•461.61 604 INGLENOOK CT TA 7.57.7. 44.3'LT LOT 1. BLOCK I. � p10 C•462.37 ST. ANDREWS ESTATES A - VOL. 2004 MO. PC. 78 DR.D.('T H tt "�10' nRnSHIP vi r •ro CONS T. srp. - I BRA 12 J4 SNT R FREE CONSTRUCT 5' WIDE, H< r'•20' I" THICK CONC. A V I"•5' wL zow.sb w. n SDEWALK. : [0 40 ..w wsA[w mo LEGEND tr r�•W .o.w. _ o STA 7.24.7. 43.8'L, PROPOSED TC- 461.66 Sr ANDREWS LAND STA 7.12.2.43.8'LT PROPOSED SIDEWALK COMPANY LTD SAWCUT AND CONNE n v r N 601 INGLENOOK CT £X. CONC:. PAVEMENT WITH f ALL MEASUREMENTS FROM BACK OF CURB. LOT 23. BLOCK 1, S TREE T HEADER. X JGH 1 ST. ANDREWS ESTATF,:1 EL•360.84 1e VOL. 2004150, PG. 78 RETAINING WALL OFFSET MEASUREMENTS FROM y> R UR.D.CT 5 T 6.99. J. 43.8'LT TC•460.96 PAY. 5TA 6.50. 14.5'L T \ OR REPLACEMENT OF FENCE. CONTRACTOR PROP. TYPE I VIXE T CONS T. S TD. CONTRACTOR'S ACTIVMES. NO SEPARATE PAY WITH TWO EX iENS10NS BARRIER FREE - - THE CONTRACTOR SHALL MAKE ALL THE TC•458.70 NECESSARY PROVISIONS FOR THE SUPPORT, RAMP •_ I FL•453.70 RAIL TEMPORARY RELOCATION OF ALL UTILITIES 7.50 STA 7.50 S " AND STRUCTURES BOTH ABOVE AND BELOW um[:.[ q, zow,77, zc w' Hvecn. • [•save* I S 1A 6.50 BEGIN TAP AHSlT10N WNE TO CRO D E CRO +o. zo9•ls9 ro. n ;t CROWNED SEC BELL LINDA KATE DAMAGES AS A RESULT OF CONSTRUCTION BLA' A Lor 23 I 656 RAINTREE (7 R BLR A L07 21 Qu WILL BE ALLOWED. SEE GENERAL NOTES FOR ° DEFOREST RD. Fa n..:w / 826 RAINTREE 1111 / BLK A LOT 17 1 EX. GR AT PROPOS EX. CR HORT1. ALIGNMENT PROPOSED 455 LEFT ROW LEFT TC - -_ PROPOSED � 460 45 D LEFT TC MT ORAL WALL. - - - - -- - 40 _ / - ------ -- -- 45O ^ """ ' C� HOR Z. AL fGMVEN T w m n Q K LO --- � XZQA TA 7.32.7. 44.3' L T N C•461.84 STA 7.45.1.44.3'LT SAWCUT AND CONNECT TO w EX. CONC. PAVEMENT WITH STREET HEADER. METZ, JOHN EL•461.61 604 INGLENOOK CT TA 7.57.7. 44.3'LT LOT 1. BLOCK I. � p10 C•462.37 ST. ANDREWS ESTATES A - VOL. 2004 MO. PC. 78 DR.D.('T H tt "�10' nRnSHIP vi r •ro CONS T. srp. - I BRA 12 J4 SNT R FREE CONSTRUCT 5' WIDE, H< r'•20' I" THICK CONC. A V I"•5' wL zow.sb w. n SDEWALK. : [0 40 ..w wsA[w mo LEGEND tr r�•W .o.w. _ o PROPOSED + TREE REMOVAL 00 PROPOSED SIDEWALK PAVEMENT n v r N NOTE: � f ALL MEASUREMENTS FROM BACK OF CURB. C ROSS w X JGH 1 ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE Z NOTED. INTERSECTION RADIIARE 30'AND ALLEY 8.00 _} - - - a RADII ARE 20' UNLESS OTHERWISE NOTED. � PAY T - RETAINING WALL OFFSET MEASUREMENTS FROM 1' x. cR U PAVING CENTERLINE ARE TO THE FACE OF WALL. 1 Q NO SEPARATE PAY MEM FOR REMOVAL, REPAIR Jx f OR REPLACEMENT OF FENCE. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF FENCING DAMAGED DUE TO CONTRACTOR'S ACTIVMES. NO SEPARATE PAY R.O.W. 15 ALLOWED FOR FENCING. - - THE CONTRACTOR SHALL MAKE ALL THE AV. 5TA 7.90, 19'RT NECESSARY PROVISIONS FOR THE SUPPORT, 4OY- _ fGIN PROPOSED RETAIIVWVG LOCATING, PROTECTION, RELOCATION, AND I ALL WITH PEDESTRIAN RAIL TEMPORARY RELOCATION OF ALL UTILITIES 7.50 STA 7.50 r r _ Y AND STRUCTURES BOTH ABOVE AND BELOW END IlO GROUND DURING CONSTRUCTION. WNE TO CRO D E CRO HON THE CONTRACTOR IS RESPONSIBLE FOR ALL THE ER WIN N ER RAINTREE (-:R BELL LINDA KATE DAMAGES AS A RESULT OF CONSTRUCTION BLA' A Lor 23 I 656 RAINTREE (7 R BLR A L07 21 ACTIVITY AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. SEE GENERAL NOTES FOR 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 Q HORIIR AL GNMENT SUBSIDIARY TO THE COST OF CONSTRUCTION HIGH Pr STA. 12.32.54 (NO SEPARATE PAY ALLOWED FOR UTILITY L11CAA 07 cl cv- .71 o7 ■ VERIFICATION). M wt• I w UU rx• w W . ­0 • •4 • �! Ar rmw A R•4 _ uTS7. -' R - 30 ' I -- TRANSITION FROM STRAIGHT CROSS S CIIOr AT STA 6.50 TO CRO S rI•• a. I 12-w .1, ­­-,.-..- - .. .. * '. - - - w, 17' Aun J wc. WAlsz. ro. n •••�+•• •w• PAV. STA 7.40, 19'RT S r. 5'W10E NTH TNT. RE WALK WITH - SEE REMOVALS SHEET TEGRAL RET. FOR PROPOSED WATER ALL .ol. l..lz. •c. zs• Fk STA 7.28.4 EFOREST RD- Kcxo @errs f STA 0.00 LENOOK CT. PAVI.A DOKDOfh' R1SKE. CURT13 H I I N 7,044,317, 0 83L RAINTREE CIR A DONNA R BLK A LOT 10 8:18 RAINTREE E 2.437,635 45 4 CIX RLK A LOT 19 $Mt TH BO.YNW JEAN 1'R HA5WAN MAGBY &WlP6 _YINSON' 840 RAINTREE CIA BOXIER A WORSEN NAh['! L 848 RAINTREE CIR BLK' A LOT 20 644 RAINTREE CIA BLK A LOT 21 BLK A LOT 22 INTEGRAL RE T AININC WALL. K-111.14 a � a nl; � fl p a n v r N 0 ¢r ♦ ll � Ir 11 v a 4 x� 1' x. cR 470 -- LEFT ROW EX. ORfZR AL C NT QSED _ - +465 - - 4OY- _ PROPOSED r r _ Y LEFT TC -- 4.137 3 o 3 z RETAMMIG kp WITH PEO. RAIL f1f f - - ' - LEFT ROW fr 465 '- Q HORIIR AL GNMENT ° -- '- -- - -- Ex. GR RIGHT ROW -� J~ - c �T sI T 12 3sT PRELIMINARY - -�- 4. 007 NOT FOR CONSTRUCTION, PV! $ 7A =X)•38 PVIELEV:474.33 RICHi C `BIDDING, OR PERMIT PUR/sOBEB. FOR REM • K: 111.14 ,K Bu 8 •s:9+W. Ift ^ A L vc:500 [ u 9 9.oiwoi,'Wa r 4K•4 PROP7ED RtCHT fC m 0. • •�l Q�� ! 0. / I -- - v.. ultWb� l n >U CITY OF T T F COPPELL COPPFLL TEXAS Hl R TI ChvWvED SECTIO DEFOREST ROAD RECONSTRUCTION PAVING PLAN & PROFILE G J n ;y a m a STA 3 +50 TO STA 8 +50 I; 1J to to OS ,p Deforest P9v07.agn C's W APPROVEO L00 W4►�••ww• DATE: 1/25J2010 o uia+�v�m sHEf T GSWN • � u u w r r x� i w� p '• i L1 X W � 74 W •�r,r��Kr •emu uK"w= l 8 of 62 YET& JOHN BO4 INGLENOOK Cr LOT L BLOCK 1. Sr ANDREWS GrTA ia9 VOL. 2004150. PG 78 D RDC.t. PAY. STA 8.96.6, 19,5 BEGIN 5' WOE SIDEWA WITH INTEGRAL RETAINING WALL CONSTRUCT 5'W 4' THICK CONC. SIDE WAL K. 470 CYAO. HOWARD s BLTH N 748 DEFORERT 1 RD 1 7 LOT 1. BLOCK . ANI /MELE. PETER C b ST ANDREWS MANOR ICNTHER E VOL. 2001044. PC. 3714 603 STRATFORD LN D.R D.0 T. LOT 1. BLOCK A, �O•• 0 ' MIRSHOKRAI. CAMILLE b t 137At 11T17) STRATFORD MANOR I [rK• 0 PARR RANDALL D VOL 011 . 28 802 STRATFORD L R. O.W_ 1i° '"�, r b' D.R D C T. ' LOT 1, BLOCK B STRATFORD MANOR EXTEND SIDEWALK Rf fAMlIIC ' °p 1• °°' f VOL "107. PC. 20 WALL UP DRIVEWAY. AREA D.R. 0 .C7 BETWEEN c s DRIVE AND WALL TO STA If- 16.4, 3 R.O.W. S EIAENT BE CONCRETE. SAME THICKNESS TC•473.09 ° A 11.44. T STA 13.38.5 DEFOREST RD- vOt- 2001 C+ 4 STA 0.00 LAKE FOREST DR. o. 577s I AS DRIVEWAY. T CT TO M T••40' PAV. STA 11.07, 40.5'1 i AVEMENT WITH �51A 73.4. 37.8'Li E 2,43,215.40 n. n SNT Vr 1 „ .p , END 5' wDE SIDEWALK STREET iEAOER. IAA TCN Ex. TIC. 3.48 p2 , 3s SHT WITH INTEGRAL W PAV ELEVATION. v - ', .20' 7 . CONS T. SiO. 4 5 RETAINING WALL EL -4 77 f � BARKER FREE CONST. A L _K 5' WAIDE CONS T. STO., I / r w m,�.. ONS iRUCT 5' WIDE. to E 40 ° " • I" SIDE WITH 1 ws INTEGRAL RET BARRIER FREE o / THICK C ,r V,Utt GYIKNi / p� 10.07. 4G s WALL. R ' uhw fib. Tau SDEWALK- tl uAm us<rcN- a +•• �► LEGEND "Ulm fL�4+l7_M. .OL Ar Ic m ..`,+`d °ONTO•• r0 W_ _ �HORIZ. ALIGNMENT HORIZ. ALIGNMENT `'''• — ' N ° mo. R.O. W. — — — — • ' "'c `r'$i — '+,•r4n rrr .0 �R.O.W - -- -- — f PROPOSED - _ ,l "p., w. M ZHORIZ. TREE REMOVAL �PR PONS €0 LEFT T —_ GR 39.3' RT AND CONFIGURATION OF ALL EXISTING - V " EC u 8[C�•- -- C 1 O �' CMY • r • ue r " V'1 PROPOSED SIDE WAL K + PAVEMENT ,t '•�' IJG C JC' fryit'�sGiswn .. �..J M RIGHT TC SIN Y 7-•• NOTE: EXISTING GAS LINE & GAS SERVICES ARE uM >, SUCH VERIFICATION SHALL BE CONSIDERED ALL MEASUREMENTS FROM BACK OF CURB. ° DEFOREST RD. t1AtITA1N 2.oz CROSS PI ¢ ALL y.00 RA VING c[ NT[RLI( 10.00 11 , SLOPE THROUGH pA c[ NI[1NL IE s CROSSWA ? 00 1 13.00 M T/1 NOTED. INTERSECTION RADIIARE 30'AND ALLEY _ _ 4y�4 rz.DSS — — — — OVERHEAD ELECTRICAL AND RADffARE 20'UNLESS OTHERWISE NOTED. W _ I — z RETAINING WALL OFFSET MEASUREMENTS FROM R k' RJ FREE ' PAVING CENTERLINE ARE TO THE FACE OF WALL. Comw NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR REPLACEMENT �K��• .r- — — — V S RESPONSIBLE FOR THE REPAIR AND T OR fk 4r' -- ' [1 - 1 2° ~ 1 Ex r2^ w [x 12 Tt•' w ° REPLACEMENT OF FENCING DAMAGED DUE TO • s' ru, / vu w,n •c v„ VrLm LNNr[N / ra w,v rc v„ ¢ CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY • .... .. �•'�` r^`.nr CONTRUCT RETAIMK, R. 04. PROP, TO'XIO' 1 a/ �•'' IS ALLOWED FOR FENCING. CON W fitL PEDE R.0.W. C U P t Y A THE CONTRACTOR SHALL MAKE ALL THE T^ �— STA 11-44.8 DEFOREST RD• RAIL, a NECESSARY PROVISIONS FOR THE SUPPORT, R.O.W. STA 0• 0 STRATFORD LN. TRANSITION HEIGHT OF CONSTRUCT 5' WOE, LOCATING, PROTECTION, RELOCATION, AND 4 "' THICK CONE. N 7,044,321.6E Ir•.r r�r .. [sr, Rf i, WALL iNROUGH BARRIER TEMPORARY RELOCATION OF ALL UTIL ITIES T i ,0,. rnz x. 11„ E 7,4 ,051,78 KIM YUN SOX & FREE RAMP TO THE SIDEWALK WITH $TRIAN RAIL. SIDEWALK. KEUM OK AND STRUCTURES BOTH ABOVE AND BELOW MATCHING EXISTING SIDEWALk' j 5 0> LAKE FOREST ON THE GROUND DURING CONSTRUCTION. E AN A LOT 52 ELEVATION THE CONTRACTOR IS RESPONSIBLE FOR ALL SYITM FORREST R I f MANNIO.V STEPHEN L SIT GEIPC CELMA S PROS DAMAGES AS A RESULT OF CONSTRUCTION 800 RAINTREC CIR 864 RAINTREE CIR BOR RAINTREC CIR 872 RAINTREC CIE GORPUNKEL MICHAEL V b EVA MILLER KATHLEEN M PAV ry . STA 13.15. 45' RT ACTIVITY AND NO ADDITIONAL COMPENSATION BLK A LOT 26 BLK A LOT Ze BLK A Lor 2> BLK A L07 2B CA L1A'A 1 IRE JAINING WALL OW RAINTREC CIR R.O.W. END PROPOSED I B78 RAINTREC CIR aLK A LOT '00 Y RETAI W ALL CONTACTS S GENERAL NOTES GONSTRUC710N BLK LOT LY 11 � r\ZZOw� a U Or HIGH PT STAB 12• 2.54 INTEGRAL PVIELEV:4743 � uu AIMING Ka X. GR AT PROPOSED ED EX. GR �HORIZ. ALIGNMENT HORIZ. ALIGNMENT — '"_�r THE CONTRACTOR SHALL VERIFY THE ELEVATION Pi PROPOSED ZHORIZ. RACHT TC �PR PONS €0 LEFT T —_ GR 39.3' RT AND CONFIGURATION OF ALL EXISTING _ FY aR PROPOSED ___ _ALIGNMENT PROPOSED RIGHT TC_ NORIZ. CAUTION II STA 13.24, TC•468.1 UTILITY LINES PRIOR TO CONSTRUCTION. RIGHT TC — - - -_ -- _ -_ Y EX. CR EXISTING GAS LINE & GAS SERVICES ARE SUCH VERIFICATION SHALL BE CONSIDERED WITH PEOON. RAIL HIGH PT STA. 12-J2. 4 PI PRESENT, SIZE & LOCATION NOT KNOWN. STA 13.38.5. °8.5' L 7 SAWCUT AND C ONNE CT TO SUBSIDIARY TO THE COST OF CONSTRUCTION ENO SEPARATE PAY ALLOWED FOR UTILITY OW K.II1.14 OVERHEAD ELECTRICAL AND UNDERGROUND EX, CONC. PAVEMENT WITH VERfFICATIONN. RECONSTRUCTION TELECOMMUNICATIONS IN AREA. PA VEMEN I T�VAT� H E x. 9400 10 +00 11' PAVING PLAN & PROFILE C, EL-467.8 p ry r u d W < > Der0resl PO41ar DESIGN GSWW APPROVED IDD ,w..w.o.. 1 /T3 /7Dq O N h 10 h Q� ci •� v r n a W W �Q� E. ♦ A ♦ M „ ♦ B�� N x' R v x ♦ tt N f rl tl d p II m V, _ ® e tl C 11 Cr ♦ „ (Y I � r\ZZOw� a U Or HIGH PT STAB 12• 2.54 INTEGRAL PVIELEV:4743 � uu AIMING Ka X. GR AT PROPOSED ED EX. GR �HORIZ. ALIGNMENT HORIZ. ALIGNMENT — '"_�r SED Pi PROPOSED ZHORIZ. RACHT TC �PR PONS €0 LEFT T —_ GR RIGHT ROW _ FY aR PROPOSED ___ _ALIGNMENT PROPOSED RIGHT TC_ NORIZ. — — — -- PROPOSED — -- RIGHT TC — - - -_ -- _ -_ Y EX. CR RETAINI WALL RIGHT ROW WITH PEOON. RAIL HIGH PT STA. 12-J2. 4 PI COPPELL COPPECL TEXAS -- — �YIEtEw4 OW K.II1.14 L VC- a ry RECONSTRUCTION w 9400 10 +00 11' RETAINING WA WITH PEON. RAIL O� i n: Ex. GR AT PROP ED EX. GR �HORIZ. ALIGNMENT — LEFT ROW Ex. CR AT PRO SED ALICNMEN PROPOSED ZHORIZ. RACHT TC -- —_ GR RIGHT ROW PRELIMINARY NOT FOR CONSTRUCTION, 475 90MG. OR PERMIT PURPOSES. I _ FOR RENEW ONLY. ' R Hpltl. I� w,'MO — MAMALLO D,�L11,eE IY ■Y — — — -- 470 Y CITY OF COPPELL COPPECL TEXAS CL OW . DeFOREST ROAD RECONSTRUCTION w PAVING PLAN & PROFILE C, STA 8 +50 TO STA 13 +50 p ry r u d < > Der0resl PO41ar DESIGN GSWW APPROVED IDD ,w..w.o.. 1 /T3 /7Dq r f; of 62 13 00 E. MATCH EX. SX ELEVATION Ti- TRANSITION N OF RE T. WALL BARRIER FREE MCDONALD.0 R N ELIZABETH BIZ OEPoREST RD LOT 1 BLOCK 1. CA L•OUNTRY STA 13-58.& vo1 9ersO. PO sf TC•470.45 D.R.D PC v % R.O.W.A x ; ' � Lt N a w e o �i 1 LLV wItW Q I I 475 470 PRELIMINARY 475 . -- PROPOSE RrcHr rC I 470 NOT FOR CONSTRUC710N, BIOgN AT HORZ AL ERowgra. N T ROW 465 — X. GR AT PROPOSE 1 _ __ REVI RPERWTMIIMOif. FOREw ONL HORIZ. ALIGNMENT PROPOSED 1 m '�• 9 W oo l' n r r �n -n w� W� 14 iF 00 AT PROPOSED ALIGNMENT 0.50/ r D m >t a` tl m� : ti4 V V q O�p LEONARD. 1 CDRr L KAREN R an DEPoRESf RD LOT I. BLOCX I. L&VJVARD ESTATE VOL 912 40. PC. 222 16• 24, 45'LT D.R D.C.T. 70.54 L ussOl -LTbOn NK. PATRICK S L MARY E B2Z OEPoRESf RO CIARX 69TAfts VOL. 20 PL. 090 DAI'D D.R.D C.T 11071113TfO) N w L' s 11. A $HT H; 1•'•40' V+ T. • iO M t"•20' oR ID 20 4r �•�+� LEGEND JV\ PROPOSED TREE REMOVM PROPOSED SIOEWALK + PA VEMENT 00 NOTE: ALL MEASUREMENTS FROM BACK OF CURB. '.75 I ¢ ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE E' NOTED. INTERSECTION RADIIARE 30'ANO ALLEY RAMIARE 70'UNLESS OTHERWISE NOTED. RETAINING WALL OFFSET MEASUREMENTS FROM z PAVING CENTERLINE ARE TO THE FACE OF WALL. M NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR OR REPLACEMENT OF FENCE. CONTRACTOR U IS RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF FENCING DAMAGED DUE TO CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY IS ALLOWED FOR FENCING. 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 . ra Bewvoti. THE GROUND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL IEHN ERIK M DAMAGES AS A RESULT OF CONSTRUCTION CHESHIRE OR ACTIVITY AND NO ADDITIONAL COMPENSATION r B LOT 10 WILL BE ALLOWED. SEE GENERAL NOTES FOR 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 SU95101ARY TO THE COST OF CONSTRUCTION (NO SEPARATE PAY ALLOWED FOR UTILITY VERIFICATION). sl 475 + 470 O^ _r n 7 CL up ul PRELIMINARY I NOT FOR CONSTRUC710N, BIOgN AT HORZ AL ERowgra. N </ — X. GR AT PROPOSE 1 _ __ REVI RPERWTMIIMOif. FOREw ONL HORIZ. ALIGNMENT PROPOSED 1 m '�• 9 RIGHT TC wEii o oonoo� .e .�. sNt — oe W I — = 470 — — — - -�-- - -- — RETA WALL WI H o - EX. GR - COPPELL co F ELL Exas — PED. A4, C sA ;� RIGHT ROW ' ICA. fTrTVrrV/// . -_ _. __ _ _ RE TAtN,NC ,-- *4RWITH I ; � ztr.Dov - _ _ DeFOREST ROAD RECONSTRUCTION PAVING PLAN & PROFILE P. N STA 13 +50 TO STA 18+50 OaFwesl PovOS.oq+ OESIGN� rs* W J APPROVED t!)D z I. ¢ n s n c r iY n ¢ n a n u ,. � x F � F x� w F � � x F F 00 � .•.....r.... rr 0Ar£: vzsiaoa -114N sNecr CVSVV 15 00 ffi 00 17 18 YY a• -A� •.- .••�•••,• "° " 10 of 62 O^ _r n 7 CL up ul x l Y IY A WENT2 JAPES L a SHANNON R • - . R.O. W. DDP CASTLE CR66K OR V LOT I. BLOCK 8. THE 65TA rE8 OF CAMBRIDGE MANOR ASH, 2 DE O.s N S JILL SALLOUM,SILA Y GEORGETTE • p w PHASE TWO LO T I Bl' ES{ I. 601 CASTLE CREEK OR STA 22.81.3, 42.8'L D. T VOL 95'061 PG 41!71 >„T E LO AI,OCX 1. LOT I. BLOCK A. _ R.q C7 AS II AODITION THE ESTATES Of CAMBRIDGE MAXOR R, O. W. - SAWCUT AND CONNECT TO v0l 990 21, PG uq PHASE TWO EX. CONE. PAVEMENT WITH rf352 a R 1 G r - 135281 VOL. 67081. PG, 4971 STREET MEAGER. MA TCH Ex. D. R.D.ci PAVEMENT ELEVAAON. CONTRACTOR TO SALVAGE STORE QXr EL•455.74 S STA 22.50.3. 12.5' L T Iy AND REPLACE PAVES TONE$ ON 6" CONE. A TA 22.78. J. 43'LT DRIVE TO E OR BETTER RATE iC•456.06 ! C•155.94 H: 1••.40• PRIOR TO C (NO S EPA R ATE 11 x 17 SH7 V; V •00' PAY ITEM) PAYMENT SHALL BE INCLUDED I I CONS T. IN THE PRICE OF DRIVEWAY REPLACEMENI. I I BARRIER SFREE 77 34 SN/ H: {•20' x CONS T, R RAMP CONSTRUCT 5 WOE, r,5• 1 - CONSTRUCT S' WIDE. 8 R FRf s� - S"��• ",.,, �, , , 1" TFpCK CONE. 1 4" THICK CONE. . seoe rcxa . +•u wr. rs,.. I i e w,. s,o. SIDEWALK. 0 10 20 An rtc...r SIDEWALK. - { LEGEND ♦t :1 V�1 LOG COYM r4 - 7P'JO• ma4 <asrw.x.,. cG �- TREE Tp• N PROPOSED SIDE WAL K PAVEMENT DEFOREST RD. MAW TAW 2.Ox CROSS ; Q NOTE: t • PAVYVG CENTERIAYE 22.00 THR OUG H 23.00 a m. E•' ALL MEASUREMENTS FROM BACK OF CURB. m I• eB• S Zt — CR — — f— — � — —♦- — - _— - ALL DRIVEWAY RADIIARE JO'UNCESS OTHERWISE _ - �mr"I* scour NOTED. INTERSECTION RADII ARE 30' AND ALLEY - RADII ARE 20' UNLESS OTHERWISE NOTED. - m WNW, - .• _...---- - - " - -- - - raw '_. J/G tOMV I - -- —_.__ �' PAVING N CENTERLINE ARE T � • s°°'°S� �_ A� - - - — — — JI — — AIR V k0 SEPARATE PAY ITEM fOR REMOVAL, EP E OR REPLACEMENT OF FENCE. CONTRACTOR ..I. , .r< 9iii6. a)•, IS RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF FENCING DAMAGED DUE TO _ CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY — — — — — — — — — — — — — IS ALLOWED FOR FENCING. PAV STA ?1.50. !4'RT "'•' "W" STA 21.64.3 DEFOREST PAV STA 23.00, 14'RT PAV, STA 0.50, 19'RT STA 21.65, 19'67 STA 0.00 CASTLE CREEK PROP, TYPE 1 INLET HE C END SED I PROP. TYPE 1 INLET BEGIN $'WIDE SIDEWALK N 7,044,342.90 WITH ONE £x ONTRACTOR SHALL MAKE ALL THE TENSION NECESSARY PROVISIONS FOR HE SUPPORT, RfTAwNG WALL WITH Iwo EXTENSIONS WITH INTEGRAL RETAIIMVG E 2,439,171.13 TC- 153.58 LOCATING, PROTECTION, RELOCATION, AND TC•457 -77 FL- 448.58 •r; ,„ K , TEMPORARY RELOCATION Of ALL UTILITIES WITH PEG. RA( ( WALL CON$i. 5' WIDE AND STRUCTURES BOTH ABOVE AND BELOW FL•1 77 IDE HE GROUND DURING CONSTRUCTION. S WICK WITH PARKA HE CONTRACTOR IS RESPONSIBLE FOR ALL BENJAMIN t YCK1 ERR MICHELLE A 4 ENA O d XIAOf'lA'C NANSih'C RAJE'NORA IN iQCRAL RE TAISBNG.•:I -LA.N) SADRDDDI.4 DAMAGES AS A RESULT OF CONSTRUCTION CAROLINE E N08F.Ri M HCKlNNFY 846 CHESHIRE DR 650 Cfl ESHIXE DR W L HL'BINA 6.78 CNE:SHIRF. DR AL! BLK B LOT 11 842 CHESHIRE DR I et. k' B LOT !0 ALK B 1.0{ I> 7.IEBH ERl(' r' s 658 CN6SIIIRR ON ACTIVITY AND NO ADDITIONAL COMPENSATION BLK R LOT 13 Y HELEN L - BLK B LOT I9 WILL BE ALLOWED SEE GENERAL NOTES FOR LVCz 0 r wl PROPOSED LLL LEFT TC 470 _ _ - ROPD RIGHT T -- L 465 �-- Rf T ArNING — -- — 460 PE L W T H R GH ROW - - ----- _ K4 1.23 L vG 20.00 455 0� 201 I r; a Iti A s r. a� I ri it .• u F C OLK A LOT 8 N 824 DEFOREST RD CAUTION !! THE CONTRACTOR SHALL VERIFY THE ELEVATION LOT I. BLOCK I AND CONFIGURATION OF ALL EXISTING UTiLfTY LINES PRIOR TO CONSTRUCTION. PRESENT, SIZE & LOCATION NOT KNOWN, BECK F3rATES OVERHEAD ELECTRICAL AND UNDERGROUND SUBSIDIARY TO THE COST OF CONSTRUCTION YOL. 20(10 123. PG. t9 (NO SEPARATE PAY ALLOWED FOR UTILITY D RDC T. Bur" 6 Nk ft M � Y Im 1135u 13518, PROPOSED .s• ueW .A d10 • • x II R.HL'c':I i eAiYffi•'° "`" •,con. .L v 05TALL TEGRAL RETAINING WALL SIDEWALK. EXTEND ' WALL D RIVEWAY AREA DRIVE - - —. xs -xx•.v I BETWEE AND WALL TO RIGHT ROW BE C E7E, SAME TW KNESS AS Y. J x CONSTRUCT 5' WIDE, COPPELL ' 4" THICK CONC. .. SIDEWALK. r TRANSITION FROM CROWNED SECTION K:71.43 TO STRAIGHT CROSS -- — — — — -- SLOPE SECTION R � STA 18.25 TO " `r a r �•"• ww STA 19.2 R• 7.5' • 15' Y 19 -00 — — — • OMiIC g81TE1rL1L— 20.00 x� e __ b OE w. H -- VG cow I VC CILLIM T m csww ,, , 11 23 A _ _ CONSTRUE( WOE, CONSTRUCT 1" TFNCK CONC. RETAINING WALL OW � 1 SIDEWALK. WITH PEDESTRIAN nx ..o Ism, RAIL. 6 M. 1915 ORA t' PNILLIP 1 114 JEANNE L PL COLT, RONALD A" MAORI JOHN d me CHESHIRE OR 5 DOROTHY A EDNA MAGRi 830 CHFS'HINE OR 834 CHESHIRE DR RLK R LOT )I RLN B LOT 12 BLK B LOT 13 x l Y IY A WENT2 JAPES L a SHANNON R • - . R.O. W. DDP CASTLE CR66K OR V LOT I. BLOCK 8. THE 65TA rE8 OF CAMBRIDGE MANOR ASH, 2 DE O.s N S JILL SALLOUM,SILA Y GEORGETTE • p w PHASE TWO LO T I Bl' ES{ I. 601 CASTLE CREEK OR STA 22.81.3, 42.8'L D. T VOL 95'061 PG 41!71 >„T E LO AI,OCX 1. LOT I. BLOCK A. _ R.q C7 AS II AODITION THE ESTATES Of CAMBRIDGE MAXOR R, O. W. - SAWCUT AND CONNECT TO v0l 990 21, PG uq PHASE TWO EX. CONE. PAVEMENT WITH rf352 a R 1 G r - 135281 VOL. 67081. PG, 4971 STREET MEAGER. MA TCH Ex. D. R.D.ci PAVEMENT ELEVAAON. CONTRACTOR TO SALVAGE STORE QXr EL•455.74 S STA 22.50.3. 12.5' L T Iy AND REPLACE PAVES TONE$ ON 6" CONE. A TA 22.78. J. 43'LT DRIVE TO E OR BETTER RATE iC•456.06 ! C•155.94 H: 1••.40• PRIOR TO C (NO S EPA R ATE 11 x 17 SH7 V; V •00' PAY ITEM) PAYMENT SHALL BE INCLUDED I I CONS T. IN THE PRICE OF DRIVEWAY REPLACEMENI. I I BARRIER SFREE 77 34 SN/ H: {•20' x CONS T, R RAMP CONSTRUCT 5 WOE, r,5• 1 - CONSTRUCT S' WIDE. 8 R FRf s� - S"��• ",.,, �, , , 1" TFpCK CONE. 1 4" THICK CONE. . seoe rcxa . +•u wr. rs,.. I i e w,. s,o. SIDEWALK. 0 10 20 An rtc...r SIDEWALK. - { LEGEND ♦t :1 V�1 LOG COYM r4 - 7P'JO• ma4 <asrw.x.,. cG �- TREE Tp• N PROPOSED SIDE WAL K PAVEMENT DEFOREST RD. MAW TAW 2.Ox CROSS ; Q NOTE: t • PAVYVG CENTERIAYE 22.00 THR OUG H 23.00 a m. E•' ALL MEASUREMENTS FROM BACK OF CURB. m I• eB• S Zt — CR — — f— — � — —♦- — - _— - ALL DRIVEWAY RADIIARE JO'UNCESS OTHERWISE _ - �mr"I* scour NOTED. INTERSECTION RADII ARE 30' AND ALLEY - RADII ARE 20' UNLESS OTHERWISE NOTED. - m WNW, - .• _...---- - - " - -- - - raw '_. J/G tOMV I - -- —_.__ �' PAVING N CENTERLINE ARE T � • s°°'°S� �_ A� - - - — — — JI — — AIR V k0 SEPARATE PAY ITEM fOR REMOVAL, EP E OR REPLACEMENT OF FENCE. CONTRACTOR ..I. , .r< 9iii6. a)•, IS RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF FENCING DAMAGED DUE TO _ CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY — — — — — — — — — — — — — IS ALLOWED FOR FENCING. PAV STA ?1.50. !4'RT "'•' "W" STA 21.64.3 DEFOREST PAV STA 23.00, 14'RT PAV, STA 0.50, 19'RT STA 21.65, 19'67 STA 0.00 CASTLE CREEK PROP, TYPE 1 INLET HE C END SED I PROP. TYPE 1 INLET BEGIN $'WIDE SIDEWALK N 7,044,342.90 WITH ONE £x ONTRACTOR SHALL MAKE ALL THE TENSION NECESSARY PROVISIONS FOR HE SUPPORT, RfTAwNG WALL WITH Iwo EXTENSIONS WITH INTEGRAL RETAIIMVG E 2,439,171.13 TC- 153.58 LOCATING, PROTECTION, RELOCATION, AND TC•457 -77 FL- 448.58 •r; ,„ K , TEMPORARY RELOCATION Of ALL UTILITIES WITH PEG. RA( ( WALL CON$i. 5' WIDE AND STRUCTURES BOTH ABOVE AND BELOW FL•1 77 IDE HE GROUND DURING CONSTRUCTION. S WICK WITH PARKA HE CONTRACTOR IS RESPONSIBLE FOR ALL BENJAMIN t YCK1 ERR MICHELLE A 4 ENA O d XIAOf'lA'C NANSih'C RAJE'NORA IN iQCRAL RE TAISBNG.•:I -LA.N) SADRDDDI.4 DAMAGES AS A RESULT OF CONSTRUCTION CAROLINE E N08F.Ri M HCKlNNFY 846 CHESHIRE DR 650 Cfl ESHIXE DR W L HL'BINA 6.78 CNE:SHIRF. DR AL! BLK B LOT 11 842 CHESHIRE DR I et. k' B LOT !0 ALK B 1.0{ I> 7.IEBH ERl(' r' s 658 CN6SIIIRR ON ACTIVITY AND NO ADDITIONAL COMPENSATION BLK R LOT 13 Y HELEN L - BLK B LOT I9 WILL BE ALLOWED SEE GENERAL NOTES FOR LVCz 0 r wl PROPOSED LLL LEFT TC 470 _ _ - ROPD RIGHT T -- L 465 �-- Rf T ArNING — -- — 460 PE L W T H R GH ROW - - ----- _ K4 1.23 L vG 20.00 455 0� 201 I r; a Iti A s r. a� I ri it .• u F C OLK A LOT 8 N CONTACTS PRIOR TO ANY CONSTRUCTION. CAUTION !! 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 VERIFICADONI. Bur" 6 Nk ft M � Y Im PROPOSED .s• ueW .A d10 • • x II r u v EX. GR AT PROPO ED HORIZ. ALIGNMENT PROPOSED RI TC I L O Y 21 00 z U 22 0 7 X. GR AT PROP Q ORIZ. ALIGNMENTT �fFT Is A -2. r. INTE GRAL RE lA1NING WAL L L - PRELIMINARY 455 ,CC NOT FOR CONSTRUCTION, IMODING, OR PERMIT PURPOSES, + ._ FOR REV!TOHLY. Bur" 6 Nk ft M � Y Im PROPOSED .s• ueW .A d10 LEFT TC 450 Ex. GR - - —. xs -xx•.v RIGHT ROW CITY OF COPPELL COPPELL, TEXAS WOREST ROAD RECONSTRUC77ON K:71.43 m I. VC: roo R � PAVING PLAN & PROFILE n STA 18 +50 TO STA 13 +50 d ' y I ' Y JeFD -esr PO.OS.Ogn DESIGN GSWW APPROVED L00 W� x� DATE: I17517010 T m csww ,, , 11 23 00 of 62 N 809 DEFDRE.4T CT - - -- _ L LOT ' IT - E DEFORM COVRT - VOL. 241. PG. 68 D RD C'r. R. W._\ ID R.O.W. WEN•TZ )AWL' L b SHAN.vOR B - CONTRUCT RETAINING W 1 o TA 27.07.9 42'LT p 602 CASTLE CREEK DR - Sg017 A A TARA D COOPER - WITH PEDESTRIAN RAIL. ! AWCUI AND CONNECT TOvrBDAVGH LAWRENCE CE J b LOT I. BLOCK R 644 DEf ORM_ RD STA 26.93.6, 42' T EX. CONIC. PAVEMENT WITH JOSE L YN W BAEZ ti MA TIN Of' CAMBRIDGE MANOR Vol. 2001042 PG 6998 TC•452.87 E" STREET HEADER. 602 DEFOR657 rT 11 W 17 SHT N: 1'•40' VOL PHASE TWO 5000 ACRES . 9>084. PG. 4971 D N D r r VOL 241. PG ee H: 1 "•20' EL •45 ?. 70 LOT 16 RR D C P AV. STA 25.38.4, 24'LT DEFOREST COURT 7RAN$JTJON FROM PAV. STA 24.81, I4' L T 0 4G 4 RETAMMNG WALL w CONS T. STO. STRAIGHT CROSS PROP. rYPE r OJLE7 W TH PEDESTRIAN MANE.- n • •. - BARRIER FREE �" TA 27.22.1, 42't T D.R.DCT TRIICi 3' Wes, 22 . 34 SNIT SLOPE SECTION TO WITH TWO EXTENSIONS RAMP O C•452.90 "THICK CONIC. v. I •5 CONSTRUCT 5' WIDE. - SIOFwAL K. CROWNED SECTION F 457 20 40 1" THICK CON -> STA 24.41.5 TO 3 W SIDEWALK. .,, �a CONSTRUCT 5' WIDE, PAV. 5 TA 26.33.6, 19 L T ' ,•� LOT 19K . DBFOREST COURT '"••, 1 1 STA 23.41.5 4" THICK CONIC. END RETAINING WALL A ONST STD VOL. 241. PO.68,DR.D.CT. LEGEND R. 0. W. IA 1 . a SDEWALK. WITH PEDESTRIAN RAIL.. BARRIER FREE 1 _�f PROP. a W . RAMP - ft - R P SID N W \ \ \` )�/� PROPOSED < N I C. f I A OEP REST COURT 1 . ROW. \ol. 241: PG 66. D.R.D.C.T _ fR.O.W. R•JO' - - . W) TREE REMOVAL R.O.W. _ - ---- ,.A -- + © PAVEM S .. - MAINTAIN 2.OZ CROSS /f - - a� NOTE: . DEFOREST RD . SLOPE THROUGH y ALL MEASUREMENTS FROM BACK OF CURB. CROSSWALK _ o � - -' ^ >: CIO) ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE _ m _ 24 D D_ _ 2y _ _ _ _ - 16 - wto•o.o L - 2T 00 _ - � - NOTED. INTERSECTION RADIIARE 30'AND ALLEY '00 KPAwwG [EMTERLK -�- - i D -� - �AVwG FvrcRtr+E `. RADJIARE 20'UNLESS OTHERWISE NOTED. urA a ra,* e RETAINING WALL OFFSET MEASUREMENTS FROM - -_ -- - nR n TMh- R•20' 1 - PAVING CENTERLINE ARE TO THE FACE OF WALL. R•20 • � U NO SEPARATE PAY ITEM FOR REMOVAL, REPAIR - 77 F.I OR REPLACEMENT OF FENCE. CONTRACTOR .� CONS T. STO. IS RESPONSIBLE FOR THE REPAIR AND OR BARRIER FREE -� STA 27.07.9 DEFOREST ST RD• REPLACEMENT OF FENCING DAMAGED DUE TO RAMP I PROP. 10'x10' CONS T. 570. f1 STA 0.00 DEFOREST Cy. CONTRACTOR'S ACTIVITIES. NO SEPARATE PAY PROP. IO'X1O' Q R.O. W. CLIP STA 26.40, 19'RI BARRIER FREE N 7,044,350.15 IS ALLOWED FOR FENCING. _ W7 BEGIN SIDEWALK WITH RAMP E 7,439,614.60 R.O.W. CLIP 40NiRUCi 5•WIDE PAV. STA 24.81, 14'RT CONS T. STD. INTEGRAL RETAINING THE CONTRACTOR SHALL MAKE ALL THE SDE WALK WITH INTEGRAL PROP. TYPE I #AET BARRIER FREE WALL. NECESSARY PROVISIONS FOR THE SUPPORT, WITH TWO EXTENSIONS STA T5.71,34.2'RT RAMP CONTRUCT 5'WIDf LOCATING, PROTECTION, RELOCATION, AND RE TA/�4C WALL R.O.W. TC•451.45 END SIDEWALK WITH SIDEWALK WITH INTEGRAL TEMPORARY RELOCATION Of ALL UTILITIES F1.445.45 INTEGRAL RETAINING Z " RETAINING WALL w I PAV. STA ?6.17. J. 51.2'R PAV STA ?4.36.4, ? ?.J'R NTE PROP. TYPE l INLET AND STRUCTURES BOTH CO NSTRU CT IO N. AND BELOW .-� WITH TWO EXTENSIONS. BLACKWELL GREGORY SCOTT a THE CONTR ACTOR RI S G RESP ONSIBLE OR ALL PROP. TYPE I INLET 0 L q STA 25.99.2 DEFOREST I TC•452.47 e6e BRENTWOOD DR CAROLINE D DAMAGES AS A RESULT OF CONSTRUCTION 10 F 7RAN T N FR N 7RAI H! R �1 J ,c is L W 7 p , T STA 24.41.5 TO $T 25.41.5 ! • • � PVISTA 8.63 _. _- -. .__- __ -_ - .. PVT ELE Y57. . -OW PT -$TA+ - d v6 K:6i 78 �� �+ uvI • LVC D PVI EL E v:451.05 '^� RE TALINMG w r K:80.6 4 : W L WITH ` �¢ EX. GR 4b6 LVC:250 �� PE LEST Row 4 _ EX: GR AT PROPOSED - PROPOSED 2ROPO HORIZ. ALIGNMENT �� - EFT 7C -� - LEFT iC _ - '- - - -- 0.50z - .50X Y 450 - - - - -�' PROPOSED. 450 LEF RO /� - - _ __ -- - - - st LEFT TC EX. GR PROPOSED �+ O - GR N OT FF614 CONSTRUCTION, 455 RIGHT RO C H - - -- -- - 455 OOMG. OR PERMIT PURPOSES. RIGHT Ex. IZ L I PROPOSED T - REVIEW ONL -- .- __.- _...__--- �- .-- - -. -_. _- - - -- - h1ORf7. ALIGNMENT FOR - - --- --- ---- - ... r - - - - -- - -- ,., Wes•. 1.20% - - - - - - - 0.50% -0.50% 450 P : • LOW PT S A 2B•53.9 _ --- - -- -- ._..__. -.__ --_ -- PROPOSED - K� INTEGRAL RIGHT TC 1.:71.43 LOW T STA :24.80.6 RETAINING L INTEGRAL PVI ELE :451.73 11 PV15D 78-63 K:6 78 RE TAWING WALL L V '8D N - • 2 PVT LEV:451.27 -J •� - loo - • K :58.82 on ; + x u1 L VC; 100 ` ; - " - -- T r s W `Z Z W CITY OF z COPPELL COPPECC, TEU a DeFOREST ROAD n Ax RECONSTRUCTION n = N R PAVING PLAN & PROFILE S STA 23 +50 TO STA 28 +50 OWFO V F -O&o9^ DESIGN GSWW A'FROVED 100 u " ti �, w f I--' 4„WA••.4Nw � DATE: 1/13/1010 � 1,' A - '- F ■. OIAAY,TOMI>o 5N4ET 24+00 25+00 26400 274W 28 00 ��GSwW w 12 of 62 WITH TWO EXTENSIONS R.O.W. �� STA 0.00 ALLEN RD. FL•447.97 RLK A LOT 44 892 BRENTWOOD 3 R ACTIVITY AND NO ADDITIONAL COMPENSATION TC•434.0D FL •448.00 41LLER JASON' N0.5'.i' N 7,044,348.37 729 ALLEN RD E 2, ' b \ ILF.WIN'G WILLIAM MIRIAM L PIIILIP WILL BE ALLOWED. SEE GENERAL NOTES FOR 684 LIV KAIFENG BRE NTWOOD OR CONTACTS PRIOR ANY RLK R LOT 96 ` R.O.W. B60 BRENTWOOD OK R1.K A LOT 4B . RLK A LOT 45 THE CONTRACTOR SNAIL VERRIFY IFY THE ELEVATION S CAUTION H EXISTING GAS LINE 81 GAS SERVICES ARE LAMA Luis F 862 c L OT Rl.A' R LOT 20 0 PAY. STA 25.80.5, 45'RI PROP. TYPE I INLET WITH ONE EXTENSION iC•452.06 R.O.W. .1, 61.R7 TA ?6.17 T C•453.31 AND CONFIGURATION OF ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION. SUCH VERIFfCA7101Y SHALL BE CONSIDERED PRESENT, SIZE & LOCATION NOT KNOWN. FL•447.56 f 7' !? R TA 25.99 6L8'RT SUBSIDIARY TO THE COST OF CONSTRUCTION OVERHEAD ELECTRICAL AND UNDERGROUND _ -2. SAWCUT AND CONNECT TO (NO SEPARATE PAY ALLOWED FOR UTILITY TELECOMMUNICATIONS IN AREA. STA 25-18.2.61. T ROW EX. CONC. PAVEMENT WITH VERIFICATION). TC- 453.34 STREET HEADER. h EL- 457.41 - - 10 F 7RAN T N FR N 7RAI H! R �1 J ,c is L W 7 p , T STA 24.41.5 TO $T 25.41.5 ! • • � PVISTA 8.63 _. _- -. .__- __ -_ - .. PVT ELE Y57. . -OW PT -$TA+ - d v6 K:6i 78 �� �+ uvI • LVC D PVI EL E v:451.05 '^� RE TALINMG w r K:80.6 4 : W L WITH ` �¢ EX. GR 4b6 LVC:250 �� PE LEST Row 4 _ EX: GR AT PROPOSED - PROPOSED 2ROPO HORIZ. ALIGNMENT �� - EFT 7C -� - LEFT iC _ - '- - - -- 0.50z - .50X Y 450 - - - - -�' PROPOSED. 450 LEF RO /� - - _ __ -- - - - st LEFT TC EX. GR PROPOSED �+ O - GR N OT FF614 CONSTRUCTION, 455 RIGHT RO C H - - -- -- - 455 OOMG. OR PERMIT PURPOSES. RIGHT Ex. IZ L I PROPOSED T - REVIEW ONL -- .- __.- _...__--- �- .-- - -. -_. _- - - -- - h1ORf7. ALIGNMENT FOR - - --- --- ---- - ... r - - - - -- - -- ,., Wes•. 1.20% - - - - - - - 0.50% -0.50% 450 P : • LOW PT S A 2B•53.9 _ --- - -- -- ._..__. -.__ --_ -- PROPOSED - K� INTEGRAL RIGHT TC 1.:71.43 LOW T STA :24.80.6 RETAINING L INTEGRAL PVI ELE :451.73 11 PV15D 78-63 K:6 78 RE TAWING WALL L V '8D N - • 2 PVT LEV:451.27 -J •� - loo - • K :58.82 on ; + x u1 L VC; 100 ` ; - " - -- T r s W `Z Z W CITY OF z COPPELL COPPECC, TEU a DeFOREST ROAD n Ax RECONSTRUCTION n = N R PAVING PLAN & PROFILE S STA 23 +50 TO STA 28 +50 OWFO V F -O&o9^ DESIGN GSWW A'FROVED 100 u " ti �, w f I--' 4„WA••.4Nw � DATE: 1/13/1010 � 1,' A - '- F ■. OIAAY,TOMI>o 5N4ET 24+00 25+00 26400 274W 28 00 ��GSwW w 12 of 62 PAV. STA 28.54, 14'11 PROP. TYPE I INLfT WITH TWO EXTENSIONS TC 451,86 FL•446.86 V. STA 28•'4, 14' 'OP. TYPE (INLET TH TWO EXTENSIC '•451.86 •446.86 f� 460 455 •ATTS.SHAHON V 900 DES'ORA'NT RD LOT 1 NETTIE LONG ADDITION VOL 911044, PG RJJ 904 DVfVREbr RD D. R O C Jr. Lor 1. BLOCK A. '1 3601 1711171 IfN0. ESTATES ADDITION VOL 200102 PG 2?e9 D.RDCT CONS7. RETAINING WALL O ST. RETARWJG WALL WITH PEDESTRIAN RAIL WI H PfOESTIdAN MAL J27 STA 29.42, I9'LT -- CONST. STO 1 Jt✓ETAMMIG WALL _S iA , . 30.59 228' PAV. S iA JO.75.8. 22.6' L 7 q BARKER FREE v EDES/RIAN RAK. END RETAINING WALL `- BEGIN RETAIMNG WALL = R > WfTH PEDESTRIAN RAIL. CONSTRUCT 5 ' W AV. STA 29.55 WITH PEDESTRIAN RAIL. a [ pA V, $TA 31.60.5, 18.9 - L T 4" THICK CONC. . GIN TRANSITION ; ���vvv END R£ iAINING IN SIDEWALK. PROPOSCO 4 O TWUCC WITH PEDESTRIAN ) AIL: _R OM 28' B-B TO 4" ]HOCK C _ 7.8'8-8 M0. W.. - SIDEWALK. c " - TRUCT 5' ROIN AV Pf STA 2 9.55 4" TMCK COMIC. 7,044,354.16 SIOEWJ�LK. 4 pROPO 2,459.861.89 R.O.W. kk s STA 31.5 .9'Li - C• y 7 E "EC W. ,O. W. UG C� �--> " TA 31.55.8 CONNECT TO EX. C ONC. TREE -- - •12 _- - - - - -- PAVEMENT WITH STREET HEADER. EL •453.89 •15 • DEFOREST RD. AVM CEllTE*I wv4 EX 5 ±- 77.10•"55 s3 - - - - - �1� ar rn PAV. STA 29.89, I9.8'RT , CO:NIR r 4 *wxx , END SIDEWALK 50Ew K WITH INTEGRAL CONS T. 5TD. R.0•W. A L ' RETAINING WALL T RETAIN) G WALL I BARRIER FREE PAV STA SI DE BEG STA 31. E P . RAMP STA 51.53.8, 15.9'117 PAV. STA ?9.55. NON -TYP. SIDEWALK NON -TYP. Sr ALK 7C•451.05 R.O.W. BEGIN iRANSI iIO I RE TAINING WALL. SEE PAV STA 30• 9 RE TA1N1N0 W SEE FROM 28'8-8 TO DETAIL THIS SHEET. CONSTRUCT I12 LF OF DE \ TAIL THIS ET. 27.8 -8 I SLOTTED ORAIN. SEE \ CON RUCT 5' WIDE DETAIL THIS 5 ET eLK A L I 91 b' RRE.A Lot .77 7 ITAC•K JOHN F A CAROL C SIDE ALK WITH INTEGRAL JAY'AL MEEh'AK, +`HI fl 920 BRENTWOOD DR REi WING WALL $A K'TO5H I k I eLK A LOT 34 DON PATRFCIA A NA1lefE MARC !' PINNOW CRAIG D L GRISHAM ELCE,NR 90e .4 BRENTWOOD DR EX. GR AT PROPOSED HORIZ. 912 BRENTWOOD OR NLK A IPT JR Y N R RI A A O DR LOT 42 I 90O RREk'TWOOD DR CYNTHIA N 904 BRENTWOOD OR BLK A f•OT 39 ALI(�/VMENT I "$ -- BLK' A LOT 41 BLK A LOT 40 THE COST OF CONSTRUCTION PAY ALLOWED FOR UTILITY -Z�. . pp P RC OP SIDEWALK ---. Iraaa9.91bAblfYra4r.� WALL 5180 H CAUTION II 7 _IN I T 5.OX T MEET WALK, •00 I '' 3 •451 00' - EXISTING GAS LINE & GAS SERVICES ARE • SIDEWALK a WALL, HEIGHT ��F WALL PRESENT, SIZE 8f LOCATION NOT KNOWN. � SLOTTED DRAIN WITH PEDESTRIAN L W LE 1J. 10" SCH 40 PVC OVERHEAD ELECTRICAL AND UNDERGROUND Nf,' Ill "CA I • . • CITY OF COPPEd COPP TEXAS It ; TELECOMMUNICATIONS IN AREA. N I+i a° Of m N PAVING PLAN R PROFILE PVIELEV :451.73 .. n Cy y K!61 L VC;8O A rw..w.�. DAT(: I17512010 It 4v h N fti n w a v 1 A � W �' W LA t �W4 �K IV1 W + -_ 1 _. o - -- li l RET WL Y 3 Y 3 AT PROPOSED ALIGNMENT I✓ 45 EX. GR__ I RETAIN) LEFT ROW W/ PEC THE CONTRA - "- - 1 EX. GR AT PROPOSED HORIZ. CURB A 4 INTEGRAL• £ X.GR RIGHT ROW RETAINING WALL ALI(�/VMENT BOOING, OR PERMIT PURPOWIL PON SHALL BE CONSIDERED' FOR REVIEW ONLY. -- 4bQ SUBSIDIARY T INO SEPARATJ THE COST OF CONSTRUCTION PAY ALLOWED FOR UTILITY -Z�. . pp P RC OP SIDEWALK ---. Iraaa9.91bAblfYra4r.� WALL 5180 H RAMP AT 7 _IN I T 5.OX T MEET WALK, •00 I '' 3 •451 00' - • SIDEWALK a WALL, HEIGHT ��F WALL S OF � SLOTTED DRAIN WITH PEDESTRIAN L W LE 1J. 10" SCH 40 PVC SECTION A-A DRAIN PIPE - Nf,' Ill "CA I • . • CITY OF COPPEd COPP TEXAS It ; _ DeFOREST ROAD PVI STA28.63 a° RECONSTRUCTION m PAVING PLAN R PROFILE PVIELEV :451.73 STA 28 +50 TO STA 31 +56 y K!61 L VC;8O A rw..w.�. DAT(: I17512010 a 51WET GSWW ; wl 13 of 62 29 00 0 r � n U EX. GR__ I RETAIN) LEFT ROW W/ PEC THE CONTRA - "- - 1 791 CURB A 4 INTEGRAL• £ X.GR RIGHT ROW RETAINING WALL 0 r � n U N LEGEND L, / V \ PROPOSED TRff REMOVAL S PROPOSED SIDEWALK 11, 17 5HT H 1 ^•40 PAVEMENT V. P' -10' H: 20 22 . 34 SHT V I,.5 1D 20 40 10" SCH. 40 RIGHT SIDEWALK FROM WHITE PVC STA i0 STA 3I.48 THE CONTRA OR SHALL VERIFY THE ELEVATION PRELIMINARY - CURB A AND CONFIGU UTILITY LINES IATION OF ALL EXISTING NOT FORCONSTRUC PRIOR TO CONSTRUCTION. - -- 455 _ - SUCH VERf BOOING, OR PERMIT PURPOWIL PON SHALL BE CONSIDERED' FOR REVIEW ONLY. -- SUBSIDIARY T INO SEPARATJ THE COST OF CONSTRUCTION PAY ALLOWED FOR UTILITY -Z�. . pp P RC OP SIDEWALK VERIFICATION). Iraaa9.91bAblfYra4r.� WALL 5180 H RAMP AT 7 _ 450 5.OX T MEET WALK, •00 I '' 3 •451 00' - V T.•p. SIDEWALK WALL, HEIGHT ��F VARES II S OF � SLOTTED DRAIN WITH PEDESTRIAN " 10" SCH 40 PVC SECTION A-A DRAIN PIPE - Nf,' Ill "CA I • . • CITY OF COPPEd COPP TEXAS It _ DeFOREST ROAD RECONSTRUCTION m PAVING PLAN R PROFILE o STA 28 +50 TO STA 31 +56 - 'a•esf P9 07.0yn I DESIGN G5*W APPROVED : IDD rw..w.�. DAT(: I17512010 51WET GSWW ; wl 13 of 62 N LEGEND L, / V \ PROPOSED TRff REMOVAL S PROPOSED SIDEWALK 11, 17 5HT H 1 ^•40 PAVEMENT V. P' -10' H: 20 22 . 34 SHT V I,.5 1D 20 40 10" SCH. 40 RIGHT SIDEWALK FROM WHITE PVC STA i0 STA 3I.48 PIPE � 229-18 � 4 JO.00 31.00 y - CURB A S L_ PROP. A SIDE WAL K EX 7o P PROP - RET. WALL TOP PROP IT 4 •, CURB . pp P RC OP SIDEWALK a _,A{ BFRy 0 MEE f WALL 5180 H RAMP AT '; PIPE iOP WALK 5.OX T MEET WALK, •00 I '' 3 •451 00' - V T.•p. SIDEWALK WALL, HEIGHT ��F VARES II S OF y, ED O SLOTTED DRAIN WITH PEDESTRIAN GRATE AND 10" SCH 40 PVC SECTION A-A DRAIN PIPE - Nf,' Ill "CA I NOTE: - -- ALL MEASURE TENTS FROM BACK OF CURB. ALL DRIVEWA� RADIIARE 10'UNLESS OTHERWISE NOTED, INTER EC'TTON RADIIARE 30 ALLEY RADII ARE 20'(IINLESS OTHERWISE NOTED. RETAINING W LL OFFSET MEASUREMENTS FROM PAVING CE RUNE ARE TO THE FACE OF WALL. NO SEPARATI PAY ITEM FOR REMOVAL, REPAIR OR REPLACE& NT OF FENCE. CONTRACTOR I$ RESPONSIS E m THE REPAIR AND OR -' REPLACEMENT Oi FENCING DAMAGED DUE TO CONTRACTOR' ACTIVITIES. NO SEPARATE PAY IS ALLOWED OR FENCING. THE CONTRCC OR SHALL MAKE ALL THE NECESSARY A OVISIONS FOR THE LOCATING, PR TECTION, RELOCATION, AND TEMPORARY LOCATION OF ALL UTILITIES AND STRUC ES BOTH ABOVE AND BELOW THE GROUND DURING CONSTRUCTION. THE CONTACC OF'IS RESPONSIBLE FOR ALL DAMAGES AS A RESULT OF CONSTRUCTION ACTIVTTY AND NO ADDITIONAL COMPENSATION WILL BE ALLO V IED. SEE GENERAL NOTES FOR CONTACTS PR OR TO ANY CONSTRUCTION