Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
ST1002-CS111116
(4/20/2012) Keith Marvin -Old Town Coppell - SD LINE C Page 1 From: Dan Prendergast <drp @freese.com> To: Keith Marvin <kmarvin @coppelltx.gov> CC: Chris Poteet <cjp @freese.com> Date: 11/16/2011 5:05 PM Subject: Old Town Coppell - SD LINE C Attachments: 20111116175331. pdf Keith, This is a quick and dirty sketch of the new proposed SD Line C profile. These elevations give you 1' between FL of SD and top of gas (6" for pipe thickness and 6" for separation between bottom of RCP and top of pipe). We aren't sure about the separation that ATMOS requires for SD crossings. Would you like to send this sketch to them or have us contact them to get their buyoff? Thanks, Dan Prendergast, E.I.T. East Transportation /Infrastructure Freese and Nichols, Inc. 1701 N. Market St., Suite 500 Dallas, Texas 75202 214- 217 -2216 www.freese.com - - - -- Original Message---- - From: Global Scan Sent: Wednesday, November 16, 2011 4:54 PM To: Dan Prendergast Subject: The attached document is a scanned document from a Ricoh MFP device at Freese and Nichols, Inc. * ** DO NOT REPLY! * ** The account used to send this message is NOT monitored. Please consider the environment before printing this message. This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message, together with any attachment, may contain the sender's organization's confidential and privileged information. The recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying, disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this message in error, please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank you for your cooperation. z ga 0 M 0 u� 0 5 O O Z F- VI a a I U Z N a Q tO aw W LAA - r^m I i i\mr- ['STA A . AA CONNECT 21" RCP TO EX 21" INSTALL STUBOUT E LF OF 21" RCP N= 7033549.38 - ® 1.00% SLOPE a 4 = 13.5 007 W70 WW70 9 WZ 8- mw =o ro _ - o c �Sa E= 2426950.68 a M /35' PL WITH C LASS LASS uLT Z V) FL= 504.91 p` CA BUILDING z= F Of Guy L=2427006.56 CAUTION M r " ASPHALT - STA 1 +49.21, 19.72' -Ai RT CONCRETE =sos.a EX 36" RCP CONTACT UTILITY 48 HOURS mm J 19 t H , s INSTALL 12LF OF _ PRIOR TO CONSTRUCTION AT AUPON RY /30' RIM s 42" RCP AND CONNECT TO ASPHALT RD 1 -800- 344 -8377 EXISTING JUNCTION BOXES FL S MAINTAIN EXISTING FLOWLINES CONSTRUCT _ - STA 1 +37.83 o JN `S EDOAK 2 -6 cRAVADJUST SDMH � � o 1 -5' RECESSED CURB INLET CONSTRUCT _ TO PROP G DE STA 2 +10.81 S 1 a �' 1- 42"x18 "X6O* WYE U G TEL.UNE CONSTRUCT I I N= N= 703703 3546.31 LT N= 7033526.70 MARKER 1 -5' SQUARE SDMH � U [OLD E= 2426801.52 + E= 2426813.08 0 0 00 U RIM= 511.75 W m 1. �w Lil J 00.5 LIN PER DIGTESS W N= 7033526.04 W W GRATE INLET YARD w 5+00 E= 2426740.10 INSTALL 1 -10' CURB INLET WALTER VALVE E (3A-D-- w y F Z 0 O/N - s [ Rt ? 17+00 5 .63 1. STARTING HGL OF 509.42' FROM Q LQiV »+ D R bnr 4 rv-� SS SS -- - SS SS - SS.- S s - -SS SIGN STA 2+47.91 ROAD SOUTH PLANS. O J o W LAT SS S5 SS + O CONSTRUCT 2. SEE SHEET SD -21 FOR U W SHEET SD- 2 -36 "x21 "x60' WYES LATERALS, 140 G r R N= 7033488.96 / a ° d pe j GRAVEL E= 2426741.25 SOU C L STA 1 +42.47 M CONSTRUCT - - GATE PLAG T C6 O 1 -42 "x21 "x60" WYE AWN N= 7033526.66 GRAVEL POWER PO L E= 2426808.45 1 ❑ BUILDING STA 2 +54.85, 12.00' RT AC PAD STA 1 +48.98, 11.28' LT HORAMI CONSTRUCT I # PH PARKING CONSTRUCT PG. 2s7 1 -10' CURB INLET 1 -10' RECESSED CURB INLET .C-T. T01= 512.28 M T01= 511.54 Ia N= 7033481.65 FRAME B UI LDING N= 7033515.32 I E= 2426729.48 M E= 2426802.03 MET R i F/f_,18 'CPP s]5i2.1s r. 1 F' W m '� cgW o L -512. I °o W STA 2 +54.84, 12.00' LT T WILLOW �' CONSTRUCT c7 Z r+i F- 1 -10' CURB INLET f T01= 512.28 m! N = I 1 F- 7033482.41 STA 17 +85.65, 98.46' RT Eatia � Z E= 2426753.46 �,� BETHEL RD Bu HI ES REMOVE EX 'Y' INLET BERRY/lot 3EN I � D I INSTALL 1 -10' CURB INLET m CONNECT EX 21" LATERAL T01= 512.24 1 I a `CHAINLINK FENCE FL= 505.62 f I N= 7033434.66 PPr a E= 2426941.25 U v I PROPOSED BLOCK 2 to 1 Ki © ESTATE OF I�1 1 1 JAMES ALLEN COZBY 1 VOL88155,PG.2360 I FRAME PROBATE COURT BUILDING RECORDS, D.C.T. 2 BO ASPHALT PARKING 0 SIGN Q d 1 I F RAM RAM � 11 1 6U' E LAA - r^m I i i\mr- ['STA A . AA M s sI 0 CONNECT 21" RCP TO EX 21" INSTALL STUBOUT E LF OF 21" RCP N= 7033549.38 - ® 1.00% SLOPE a 4 = 13.5 007 W70 WW70 9 WZ 8- mw =o ro _ - o c �Sa E= 2426950.68 a M /35' PL WITH C LASS LASS Z V) FL= 504.91 p` CA j- Dx uY 24" N=7033547.59 24" z= F Of Guy L=2427006.56 CAUTION M L.L. W- REMOVE 12LF OF -' - -- -` EXISTING GAS MAIN IN AREA - + =sos.a EX 36" RCP CONTACT UTILITY 48 HOURS mm J 19 t H , s INSTALL 12LF OF _ PRIOR TO CONSTRUCTION AT AUPON O RIM s 42" RCP AND CONNECT TO ASPHALT RD 1 -800- 344 -8377 EXISTING JUNCTION BOXES FL S MAINTAIN EXISTING FLOWLINES M s sI 0 STA 0 +00.00 SIGN SPD CONSTRUCT ` 1 -42 "x4 "x45' WYE CONNECT 36" SD LINE C TO PROP 42" SOUTH COPPELL SD LINE N= 7033534.36 E= 2426948.09 PORCH I Q� STA 0 +08.92 ,fFaPMAPLE12 CONSTRUCT -- -WI NDMILL BUILDING 1 -42 "X42 "X45' BEND - � CREP9 - 1 G + N 0 20' 40' W70 WW70 9 WZ 8- mw =o ro _ - o c �Sa O Z V) V) N= 7033527.86 WATER TANK 1F P{ F Of L.L. E= 2426941.99 I SCALE IN FEET mm J AUPON O a � o o JN `S EDOAK 2 -6 � � o m V scO J S a d I I = W I � U [OLD STA 18+23.41, 98.31' RT + Ld 0 0 00 U BETHEL RD m Lil J REMOVE EX TEMPORARY 11s- co w 0 c.. 0 < O Z GRATE INLET YARD I M X Q INSTALL 1 -10' CURB INLET �b3, 0 NOTE: F Z 0 CONNECT EX 21" LATERAL 1. STARTING HGL OF 509.42' FROM Q LQiV »+ D T01= 512.24 FL= 506.69 HGL ANALYSIS OF COPPELL - Z N= 7033435.07 ROAD SOUTH PLANS. O J o W p S F I E= 2426977.25 H. WI 2 aka 2. SEE SHEET SD -21 FOR U W SHEET SD- VOL 2D ,. LATERALS, 140 R. / a ° d j SSC. - - - - SOU C L 1 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1 +00 0 +50 0 +00 -0 +20 .. I...... ..... [.- - I AG6 - , ,Alf !• -1 h0 BG cTM1AI- ,r..... �U::) of O Z V) V) O a F Of L.L. 0 Z mm J O a � o N ✓L m C � � o m V S a I � U f m 0 0 00 c . c 0 ' E u co w 0 c.. 0 J ( / +I19 COO M mom^' �b3, 0 w_aN 3 LQiV »+ OP = -5 . 79' m p S >G SHEET SD- 100% SUBMITTAL $E0 58 OF 140 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1 +00 0 +50 0 +00 -0 +20 .. I...... ..... [.- - I AG6 - , ,Alf !• -1 h0 BG cTM1AI- ,r.....