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Duke Lesley-CS070521 (2)Page 1 of 1 Ken Griffin - Duke Lesley Addition From: "Greg Peters" <gpeters(apkce.com> To: <kgriffin(aci.coppell.tx.us> Date: 5/21/2007 5:40 PM Subject: Duke Lesley Addition CC: "Jack Evans" <jevans(apkce.com> Attachments: Waterline Revision.pdf; C 1. LPDF Mr. Griffin, Jack Evans has asked me to email you information concerning a water line revision and a paving revision for the Duke Lesley Addition Infrastructure. The water line revision is for the storm sewer crossing on sheet C2.1 and the paving revision is for the median opening between paving stations 1+86.75 and 2 +86.75 on sheet C1.1. 1 have attached Pdf's of the revisions, and will send you two full -size copies of each sheet via courier tomorrow morning. If I can assist in answering any questions or concerns, please let me know. Thank you very much for your time. Sincerely, Greg Peters file: HC: \Documents and Settings \radloo \Local Settings \Temp \XPgrpwise \4651 D999City_... 12/22/2009 Z7- i I V "ll . . . . . . . . . . . . NOTE: CONTRACTOR TO PROVIDE MECHANICAL FITTINGS PER CITY OF COPPELL STANDARDS -J STA 8+98.80 LINE '*W—lsf PAV STA 10+30 (404 LT) INSTALL- 1 — 16" x 6* TEE STA 7+08.85 LINE W - 1 1 — 16" VALVE INSTALL VERTICAL BENDS 1 — 61' VALVE REFER TO PROFILE BELOW 1 — FIRE HYDFANT STA 7+17.33 LINE —1" STORM LINE CROS51 G E3 27.8 STA 7+31.00 LINE "�1" w J) Fl. 3"X3' P INSTALL VERTICA 6EN DS STA 7+00 LINE "W -1 INSTALL- 1 — AIR RELEASE VALVE KLt-LK TO toWILL BELOW .100e 6"35*57"42" = 279,11 L=539.7 -4- moppopw .-mopp, owpoo wmw� 11111111111111111111,1111111111111llilllllllllllllloo OEN-PRO illillilillililljl lllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. .. .. . .. . .. . .. . .. 0000 - - - - - - - - ----------------- 7+00 iiiiiiiiillllllllllllIlljl Wool 6--35'057"42" R=900.00" T=292.09 L=564.88 1000 0000 000 0- a- /1/ i z i F- . -r =r. �- is- :,c:�• " - - - - rr Yrr.�..= .a.Y- r«-•_z _,rs--------- - --� -r -ter_, = -rr_ rr_:•::: �•r v =__v. ___: -_ =- rr_-i: = •,rm•_v� �•icF2•L -_. .:- �,.�ri£ -,x�r vwm�.rpx:..� _•ten. �rn�..- .m -r_,�e - _•a:s� - xrvx,.,sY,r;- rrrrr rrr:.- .- r.:�- .�_•L::- .c_ -=.:1' a.,:. ry - - -: =:r tr - Ll f < ir s . .. ... _.. ... .. ........... ..... ..... .... .._.... .... .,.:._ .. ::v,e -:: .- i...... �.....[.....,...,.- r.._.,.,. a.,=...,...,...:. i. 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L- 564.68' WATER METER - - % - - N APSCO 11A _ _� '�- WATER VALVE .•' �, „�-°- , G4 CLEANOUT KEY MAP r ► - e O M NO T SCALE r P ROP 6 CONC CURBa '00 N � MN, m P MANH __ ® GAS. METER ._.., PT` .STA_ °+1.#8,42' ®,_, - „,_,_ PROPOSED°_ �..�.,�,,P. ,-a,.m L � N .°••. CONC- PVA T -- .- ,_r_.,- _.....��,....,:R�..._. �., -.- - PROPERTY LINE ^� R OP 6" CONC CURB NOTE: -5 100. m S00'13'57'W s+oo 202,14' 7+0 _ �.. O SEE SHEET C1.7 FOR PAVING NOTES.. m PROP 8 CONC CURB PT STA 4+52. o 41 PT PAV STA 4+58.47 0+ m PROPOSED PC PAV STA 6+60.61 NOTE: ONC PVM 9 (7.96' RT) 8" C'T AND w N ►�� _ SHALL BE INS ALLLED PER OF COPPELL E PT STA 4+52.05 STANDARD CONSTRUCTION DETAILS. ' .PAV STA 3+50 33.62' R (3296' RT) BENCH MARK L /ST CONST. STD 10 REC CURB INLET / 1 TC 534.95 -�J- R 530.95 _ 1/2 INCH IRO - - - RD D FOUND - - - - - - - - - - RD BM# 1 TOP SECURITY MONUMENT WITH ACCESS COVER LOCATED AT THE N LP LP SOUTHWEST CORNER OF BELTINE ROAD SOUTH &LAKESHORE �rE - 0 - DRIVE, JUST NORTH OF A RECESSED INLET ON THE WEST CURB - LINE OF BELTUNE ROAD SOUTH. CITY OF COPPELL GEODE71C LP CONTROL NETWORK BENCHMARK NO. 6. ELEV= 517.39 EXIST. CONC. PVMT. M : �p U - 90' ROW TYPICAL BM #2 3-1/2" ALUMINUM ALLOY TXDOT DISC STAMPED - D0570022 ON 5g ,fir• 45' A 5/8" IRON ROD AT THE INTERSECTION OF IH635 AND BELTUNE RD. 300' WEST FROM THE CENTERLINE OF BELTUNE RD. ON THE p� - .125' 12.5' 1 8' W 12.5' 12.5' WEST BOUND ENTRANCE RAMP TO IH635. 5' SOUTH OF THE EDGE OF PAVEMENT OF THE RAMP. BETWEEN THE WEST BOUND RAMP N - 25 B - B 10' 25 B -B AND WEST BOUND IH 635. LE ® _ I TURN ELEV= 535.53. :. LANE 'X" MATCH BM #50 " El " CUT ON THE EAST SIDE OF A WATER VAULT ON THE 0 0 2,O76I2 0% 0 I EXISTING WEST SIDE OF BELTUNE ROAD SOUTH, ±2,660' NORTH OF THE - PROPOSED 2.0$ 2:ox .. - -o% 2.0% � WEST BOUND I.H. 635 SERVICE ROAD. GROUND GROUND R - ELEV = 525.42 MATCH EXISTING PROPOSED BM# 51 ❑ ' CUT ON THE WEST SIDE OF A LIGHT STANDARD IN THE GROUND ON. - GROUND CENTER OF BELTUNE ROAD SOUTH, ±1,535 NORTH OF THE TREATED SUBGRADE ROPOS SEE CITY OF COPPELL - WEST BOUND I.H. 635 SERVICE ROAD. I i EXISTING PAVEMENT STANDARD CONSTRUCTION ELEVe530.72 .GROUND DETAILS SHEET 2020. BM# 52 " ❑ ' CUT ON CURB INLET IN THE CENTER OF BELTLINE ROAD SOUTH, ±90' SOUTH OF THE WEST BOUND I.H. 635 SERVICE TYPICAL PAVEMENT SECTION ROAD. NTS ELEV= 533.71 +cj - - ---- - - _...M ._.__ N _' __° N _- ..._:_.. EXISTING G OUND _..___._ LID __.._._< ... . .... ... ..__ ._- ...10. _,.,.__, {g .._,.- ........._gyp. `_ I� .__..,._.�_. -... - n '_'__.,_._.._.__.._ ._.- ..- _._,..__ N ._.�......_.€q _ ,..,..E€- "_"___'" ,._p.....�._ A. __.__,. _ � _ n _, ®_._.,.. ". M -- �_�__.._. .. LEFT _ 1GNE N � I 1 - __ _... �, ♦ may __.._ I _. _m 4 _ - Q a � a a a i N i - I ,...,...._, M. _ ; ",'.T}I�" _....._ _.. _,_.._... _ _ ,_ 5 __,_,_ 02/07/2007. AL ATION OF A SEA DOCUMENT EStTS11NG ®1(14x" _.. a a __ -_, _ 8'_�Fr 0 L OE_CENIEBLINE _,,_._.�. �._, R , i44J�1 -. 4.5 LE IGHT - -O� I -___ . - _ _.,,.. -..- ,_- _w.. 3 w11H1fUTl 11FICA11WJ TO THE "RESPO SIBII1"' ENGINSE °UP1B THE- TE)FAS- _ �_,.- ._,.,,_ e ! ENGINEERING PRA TICE - ..�� _ EX TING GROUND f -I a. M i € - M -_,___ I- ....- ,..,�_._._._._.. 05/21/2007 MEDIAN OPENING REVISED € �_,_, __ ..,_ __ _._ .1_..- ._.�_. �_, ���'�- ` -- " °""-" € � o `"'� 10. 03/09/2007 DESIGN REVISIONS a --. _._..__,_ I I � -'°" "- NO. DATE o Pacheco Koch Consulting Engineer o ° - - -_ 8350 N.. CENTRAL EXPWY. SUIT .S - - ,....,..,, _....,__�'_°_ _.�._ a_.._..- .....- ._�.__.,,:_.__ - E 1000 DALLAS. TX. 75208 972.23 �'• TOP OF" CUR _ __ - _ _ __ _ .__ _ _ 5.3031 W I 331 J a 29.5 OF - � TERLINE , - „___..__ ..,�- .____.... _._ �. f - y _-�- -+ _ 3�. _ _ I _�_,_. 5 - - - - PAVING PLAN & PROFILE - _._ -__ - - Z -_ _ _ _ � _ v_ -- - DIVIDEND DRIVE c ou 1 ND._ w- _. - - STA 1 +00 TO STA 10 +00 33'iGHT - .. LESLEY TRACT Ci K \ , U. .-..,. _.. M1 ,_,- _- ...___...,. !.. Ml 17 __. M ... . O -, _ L_ ,..,.._:.._.�__€(j N n - N O h -. Z � o __.__,__ ___ _ ____�_._ __ _wW- ___. _. ,..._.. _ -_.__ _ _� _ _._ I C/TYOFCOPPELL T ERAS co o Li 3 _.. ___ L_ - ____ _. _,,, -- y W __ DESIGN DRAWN DATE SCALE NOTES F /LE NO, SEPT. ' 1 " : D H =4 ' CIE RHB I 2006 . 1 " =05': V C PK FILE-. 2768- 06.303 DWP F1I -F! ?7r , 1 O.c WRANGLER LAKE 0 20 40 60 80 o `•� GRAPHIC SCALE IN FEET ° a L_ E ICY D - REGENT