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(1/21/2011) Keith Marvin - RE: RFI 001 Bethel Rd Bridge Wall RalingPage 1 From: Caleb Thornhill <bct@freese.com> To: Keith Marvin <kmarvin@coppelltx.gov> Date: 6/21/2010 12:16 PM Subject: RE: RFI 001 Bethel Rd Bridge Wall Raling Keith, We'll be able to make this work. I just wanted to confirm you wanted this railing on top of both walls correct? We'll need to draw up a detail and give it to the contractor. B. Caleb Thornhill, P.E. Freese & Nichols, Inc. 214-217-2282 -----Original Message----- From: Keith Marvin [mailto:kmarvin@coppelltx.gov] Sent: Tuesday, June 15, 2010 10:08 AM To: Caleb Thornhill Subject: Fwd: RFI 001 Bethel Rd Bridge Wall Raling Caleb, We support this request, however I want to ensure that we have covered the bases as far as your structures folks are concerned. Let me know what you guys think. Thanks, Keith >>> "Dean Dumke" <deand@JRJPaving.com> 6/11/2010 12:09 PM >>> 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. Page 1 of 1 Engineer - Bethel Road II Construction - Revised Sheets From: Caleb Thornhill <bct(� free se. com> To: Engineer <Engineergci.coppell.tx.us >, "kmarvingcoppelltx.gov" <kmarvin(acoppelltx. gov> Date: 6/21/2010 1:14 PM Subject: Bethel Road II Construction - Revised Sheets CC: CPL03243 <CPL03243 gfreese.com> Attachments: 9 PAVING PLAN & PROFILE STA 36 +00 TO STA 41 +00.pdf Keith/ Larry, Here are the revised sheets I discussed this weekend. Couple of things to note: 1. I've modified the tree removal based on our conversations in the field. 2. 1 don't show any power pole relocations on PV -2. They should all be ok in their current locations. However, one guy wire will have to be adjusted and we'll need to confirm with Oncor any clearance concerns. 3. I'm going to call the architect for the Bethel Road Manor (Drwy at STA 40 +06). We currently show a 14% driveway coming into his property, matching the grading plan Keith sent me last week. That will be too steep. We'll need to coordinate with them to find something that works. 4. I've shown MBGF Terminal Anchor Sections at approximately STA 37 +00 and STA 39 +00. We previously had SGT's but I don't feel they are needed due to the speeds and their locations. This will be a new bid item, but should be less than the SGT's. Call me with any questions you might have. If there are no comments, I will send revised signed sheets ASAP. B. Caleb Thornhill P.E. Project Manager Freese and Nichols. Inc. w Main - 214- 217 -2200 s Direct - 214- 217 -2282 s Fax - 214- 920 -2565 ® Email: bct o _freese.com 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. file: HC: \Documents and Settings \radloo \Local Settings \Temp \XPgrpwise \4C 1 F65BCCity_... 6/21/2010 • � '� • � Cif I -mm - - - - -_ _ -® s - a - IF -- PAN .,. - ,• ll iiiiiiiiiiiiiiiiiii��i��i�ii��i�i ®iii—= — ®�lll � - iiiiii�I® �ii�] E■ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� *7N7lL�i%i;�ll�;{�ffl•7��#iiii - - iiiiii�fiiiil �■ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�l\ 1iYMil� lli�ilF.lf�+%�,.'iiiiiiii •• iiiiiiiiiiii�Y�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii L•�iiiiiiiiii® ® !!!!!!ll i. �'! i!!!!!! �' d�* ,.l �s�• f1�7' f?, �!! !!lliii!!v!!!!lICCC!! ®id ®w�C!!! lllllllllll ®ll llllllllllllllllllllll dill !I!!�!l�Jliiiiiiiiiiiiiiiiii �• iiiiiiiiiiiiiiiiiiiiill llllllllllllllllllllllllll "lil llll ! ll llllllllllllllllllll iiC!!!!!lClQi'i!!!3!!!!!i!!!!!! •' �1. 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' NSTALL (R2J TRANSITION / STA - ygaap,"J.9 — IZOp'f� ENO TY C4I1 RAIL ENO RETAINWC WALL ]5'LT ,.I m PP — �, s, U D / ° a `$sv 70P OF WALL= 498. 14 \ STA 38+8524, 2200'RT — _ —E E E NSTAL 25' SCT =A °'. :, _� 80TRMl OF WALL= 490.14 — E _ 7 N= 70JJ5J4.91 E= 24291J5.59 TOP OF WALL =49721 — _ BOTTOM OF WALL = 489.81 — — B — N= 70JJ49J65 Cr E= 242905794 \ 5TA 39 +08.24, 22.00'RT INSTALL (TL2) TRANSITION \ m v TELEPHONE � _ C) ------------ } 0 Z U LJ P \L H STA J] +0787, 22.00'LT ' of \\ BEGIN lY C411 RAIL RECIN RETAIAgAG' WALL TOP OF L= 778 BOTTOM OF WALL = 492.56 N= ]073556.09 E= 2428861.41 I / 7�/ TOP OF WALL H TOP OF WALL BO7TOM OF ALL=40 / WALL= 491.80 I STA d1 +9.5 RS M fi.S' / / k IA n 99 L LI b J F r95 �STA 41 +98.40, 2E00'RT PI RETAINIAG WALL TOP OF WALL = 498.19 BOZ OF WALL = 492.16 / N= 7073478.86 E= 2429351.98 NATRAIL PROPOSED BRIDGE RA ENO RETA/NWG WALL O TOP OF 9709 OF ML P BOTTOM L =49J� N= 70JJ461 WA 8I. It I E= 242938064 4 BRIDGE GRADING AND GUARDRAIL 1 " =za' -U — 1 oERC LEPHON 4RK O L() O ? =66p N Z J F N ` 1 0 SCALE IN FEET NOTES: I. SEE DT -1 FOR RETAINING WALL AND CY C411 CONRGURATION o Z U D J \ STA 38+8524, 2200'RT =. - NSTAL 25' SCT ° EA — ° °,. 5TA J9 +08.24, 22.00'RT — / BEGW TY C411 RAIL BEGW RETAINING WALL \ TOP OF WALL =49721 — _ BOTTOM OF WALL = 489.81 — — B — N= 70JJ49J65 Cr E= 242905794 \ 5TA 39 +08.24, 22.00'RT INSTALL (TL2) TRANSITION \ NATRAIL PROPOSED BRIDGE RA ENO RETA/NWG WALL O TOP OF 9709 OF ML P BOTTOM L =49J� N= 70JJ461 WA 8I. It I E= 242938064 4 BRIDGE GRADING AND GUARDRAIL 1 " =za' -U — 1 oERC LEPHON 4RK O L() O ? =66p N Z J F N ` 1 0 SCALE IN FEET NOTES: I. SEE DT -1 FOR RETAINING WALL AND CY C411 CONRGURATION LIGHT d ga lillm G � 140E 80 o Z U D J N 0 Z as Cr 0 o W >� Of O C) ------------ } 0 Z U LJ Q J C) W Z 2 � —�� —� W (b < C9 LIGHT d ga lillm G � 140E 80 0 36 +00 500 I 0 500 496 49fi 492 492 60 -40 -20 p o p 20 40 488 504 37 +10.37 — PENFOLDS LANE RT 504 500 496 492 488 500 496 492 488 -40 -20 0 20 40 60 35 +72.25 — DRIVE LT -60 -40 -20 0 20 40 35 +50 504 500 .5 X I 500 496 496 492 I I 488 -60 -40 -20 p o p 20 40 60 o 08 04 00 0 96 508 36 +50 504 ROW ROW 504 1 11111 IEO 500 ROU D J,E 500 496 ING ROU D 496 492 -60 -40 -20 0 20 40 -60 -40 -zo 0 zo 40 60 500 500 496 496 492 492 488 488 500 504 496 500 492 496 488 492 38 +00 -20 0 20 40 37 +50 v� U Np�o 504 - n- 500 Wye W ass W= ° 161 492 38 +50 504 488 500 484 496 492 488 484 500 496 492 488 504 500 500 496 496 492 492 488 488 484 -40 -20 0 20 40 60 37 +37.91 — PC s 500 Z � 496 O F7- U N D + 00 492 x N Q M z 00Q w a 0 w 44 R () u LLJ o NLJ0 0 48 } 0 U W0 mM -60 -40 -20 0 20 40 60 W = M IM 38 +21.04 — PT 0° N 5a4 500 a 496 - N 492 F - 488 484 -20 0 20 40 60 -40 -20 0 20 40 60 o w�� rc L SHEET XS -1 o. 76 OF 80 I j 500 496 492 488 500 496 492 488 484 4811 Soo 496 492 39 +50 ROW ROW 500 488 496 I d / 492 I I soa 488 496 I I 484 492 -60 -40 -20 �0� 20 110 488 39 +00 —60 —40 —zo o zo 1111 496 500 492 496 488 492 484 488 480 484 40 +13.71 - PC 500 � J 500 496 1 496 492 1 1 492 -60 -40 -20 0 20 110 40 +06.79 - DRIVE LT 488 \ 500 500 2 ' 496 496 2y 492 I h I 492 488 1 J 41111 -60 -110 -20 a 0 p 20 110 40 +00 500 500 496 496 492 492 488 1144 484 41 +00.65 - PT 500 496 492 -60 -40 -20 a 20 40 41+00 500 496 492 -60 -40 -20 a 20 40 40 +50 500 500 496 496 492 492 458 488 Z O O O U + D :4: a U) 00N a 0 w� a C) mJ� o w N w 0 > p 0w0 v m+ J � W M = a W F m U) 41+50 - IT ROW ROW 500 L6 PR POS D GR UND 0 496 EXI TING 00 NO 412 I I 488 -611 -40 -20 a 20 110 -60 -110 -20 a 211 411 -611 -110 -20 a 20 411 o rc L SHEET XS -2 0 SUBMrrTAL sEO. 77 OF 80