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ST0301A-SP101014
(1/28/2011) Keith Marvin - RE: Fwd: Bethel Road - South Retaining Wall ResubmittalPage 1 From: "Kim Entrekin" <Kime@JRJPaving.com> To: "Keith Marvin" <kmarvin@coppelltx.gov> Date: 10/14/2010 3:49 PM Subject: RE: Fwd: Bethel Road - South Retaining Wall Resubmittal Thank you very much Keith for the quick response. I appreciate your help. Kim Entrekin JRJ Paving, LP 214-466-8340 214-466-8354(fax) -----Original Message----- From: Keith Marvin [mailto:kmarvin@coppelltx.gov] Sent: Thursday, October 14, 2010 3:48 PM To: Dean Dumke; Kim Entrekin; steve@ntbridge.com Cc: Larry Davis; Caleb Thornhill Subject: RE: Fwd: Bethel Road - South Retaining Wall Resubmittal Dean, The retaining wall repair is approved for use on the area of wall that was improperly constructed. There is a label on the provided drawing that seems to imply that the repair is only for use on wall sections between 7 and 8 feet tall. Our expectation is that this detail will be used to reinforce the wall for the entire length of improperly constructed wall. If this is not your intention, please advise us so we can discuss it further. Keith Marvin, P.E. Project Engineer (972) 304-3681 >>> Caleb Thornhill <bct@freese.com> 10/14/2010 2:34 PM >>> Keith, The steel spacing is acceptable. As long as they are aware this detail will be applied the entire length of constructed wall, we will approve this detail. B. Caleb Thornhill, P.E. Freese & Nichols, Inc. 214-217-2282 -----Original Message----- From: Keith Marvin [mailto:kmarvin@coppelltx.gov] Sent: Thursday, October 14, 2010 10:26 AM To: Tony Diaz; Caleb Thornhill (1/28/2011) Keith Marvin - RE: Fwd: Bethel Road - South Retaining Wall ResubmittalPage 2 Cc: Tricia Hatley Subject: FW: Fwd: Bethel Road - South Retaining Wall Resubmittal Caleb, See attached. They still have the 7'-8' label, but does the steel spacing look better? Keith Keith Marvin, P.E. Project Engineer (972) 304-3681 >>> "Kim Entrekin" <Kime@JRJPaving.com> 10/14/2010 10:23 AM >>> Hard copies to follow. From: Dean Dumke Sent: Wednesday, October 13, 2010 5:42 PM To: Kim Entrekin Subject: FW: Fwd: Bethel Road - South Retaining Wall Resubmittal Kim, Please resubmit the attached revision o the revision for approval of south retaining wall fix to Keith Marvin, Coppell, and Caleb Thornhill, F&N, first thing in the morning so hopefully we can get final approval to proceed. Thank you, Dean 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, (1/28/2011) Keith Marvin - RE: Fwd: Bethel Road - South Retaining Wall ResubmittalPage 3 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. (1/28/2011) Keith Marvin - RE: Fwd: Bethel Road - South Retaining Wall ResubmittalPage 1 From: Caleb Thornhill <bct@freese.com> To: Keith Marvin <kmarvin@coppelltx.gov>, Tony Diaz <AD@freese.com> CC: Tricia Hatley <thh@freese.com>, CPL03243 <CPL03243@freese.com> Date: 10/14/2010 2:37 PM Subject: RE: Fwd: Bethel Road - South Retaining Wall Resubmittal Keith, The steel spacing is acceptable. As long as they are aware this detail will be applied the entire length of constructed wall, we will approve this detail. B. Caleb Thornhill, P.E. Freese & Nichols, Inc. 214-217-2282 -----Original Message----- From: Keith Marvin [mailto:kmarvin@coppelltx.gov] Sent: Thursday, October 14, 2010 10:26 AM To: Tony Diaz; Caleb Thornhill Cc: Tricia Hatley Subject: FW: Fwd: Bethel Road - South Retaining Wall Resubmittal Caleb, See attached. They still have the 7'-8' label, but does the steel spacing look better? Keith Keith Marvin, P.E. Project Engineer (972) 304-3681 >>> "Kim Entrekin" <Kime@JRJPaving.com> 10/14/2010 10:23 AM >>> Hard copies to follow. From: Dean Dumke Sent: Wednesday, October 13, 2010 5:42 PM To: Kim Entrekin Subject: FW: Fwd: Bethel Road - South Retaining Wall Resubmittal Kim, Please resubmit the attached revision o the revision for approval of south retaining wall fix to Keith Marvin, Coppell, and Caleb Thornhill, F&N, first thing in the morning so hopefully we can get final approval to proceed. (1/28/2011) Keith Marvin - RE: Fwd: Bethel Road - South Retaining Wall ResubmittalPage 2 Thank you, Dean 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. JRJ PAVING. LP Submittal 1805 Royal Lane, Ste 107 Transmittal F/e._ Dallas, TX 75229 Phone: (214) 466 -8340 Fax: (214) 466-8352 TO: City of Coppell 255 Parkway Blvd Date: 10/14/2010 / Coppell, TX 75019 Project # 10112 - Bethel Road I1 Submittal # 10 Attn: Keith Marvin Re: Resubmitttal of South Retaining Wall We are sending you the following: El Attached ❑ Under Separate Cover Via: ICJ 1 Class Mail ❑ Overnight ❑ Facsimile ❑ Pick -Up /Hand Deliver Copies Spec No. Description 6 South Retaining Wall Resubmittal: Urgently need approval. Remarks: Received By: Date: Signed: Title: Copy to: ❑ Recipient's Copy ❑ Sign & Return ❑ File Copy Kim Entrekin From: Dean Dumke Sent: Wednesday, October 13, 2010 5:42 PM To: Kim Entrekin Subject: FW: Fwd: Bethel Road - South Retaining Wall Resubmittal Attachments: RetWa114. pdf Kim, Please resubmit the attached revision o the revision for approval of south retaining wall fix to Keith Marvin, Coppell, and Caleb Thornhill, F &N, first thing in the morning so hopefully we can get final approval to proceed. Thank you, Dean 1 rP�s b ed- /°.J . / 1 '>`', '`',\ 11 ;� \ '",\ #5 #5 15 "(U) c a) 1 #5 ® 15" (Al) #5 ®15" (B) 0- #5 ® 15" (A2) ° #4 ®10 N CO �� 111 � , > c) 7 >, ____ _ _ _ ki __ __ __________ it _____ N _ 's limi 3 1_ 1 11 9 11 2 _ 0 11 Existing Bars "Al" Existing Bars "A2" Existing Bars "B" 5' -10" Existing Bars "U" & "C" CITY OF ` PFL i I APPROVED FOR GENERAL CO FOR I MANCE TO THE CITY OF COPPC: LI. ® STANDARDS. 1 THE GENERAL APPROVAL DOES VT? 1 x RELIEVE THE CANER, cit GINEE_. ' ' F` i !: CONTRACTOR 3 R.O tC€ MIL S IC. ;, III-: ALL SPECIFIC Itl R IIFW" OF" fIi O OF'OPP^L SUBDIVISION RETAINING WALL MODIFICATIONS e s ��°d� DiCVAICt_. I DOCUMENT N �A ENTWAS EU.6 � . �r a EXISTING SECTIONS BETHEL ROAD W ?, ` ` COPPELL, TEXAS • �o�l�� .•i, ^n fRIDCON. INC.. F -2867 BAR 15 ONE INCH IN LENGTH I -L-----:---. 1 e REED ® .` I C17N6ULICIG ENGINEERS ON ORIGINAL DRAINNG. CHECK —� '- f s T...._._._.� . R LLL111VVV Plano, r.w. SCALE AND ADJUST ACCOROINCLY. f. Tr .. p � �p ' .. s ®et No. !.. ezt ten •,`Z� t.,,, , �`: , .:N®- S[m R..d P'''''': 4010 058 .AIM 000 Stan Rood 1 617 8: 4➢1FL8EA, 2010 lOI 3 988619 N CNE INCH *i+ • .. .. _ ..rz1w� .1:1:::: N..m... t. '• ; 0RAL 1 Front Face Roadway Face 14" 12" 12" 1'-10" : "" CN / - #5 ® 12" / I 1 , Weep Hole if required --,,, " / ® 7 1 / 2'. ,j- ( / 8" / Water blast & clean \ ' / // 3 — 1. Drill & Epoxy #4 Bars #5 surfaces and apply / through existing Stem. \ — ° bonding agent before / 2. Drill 6" & Epoxy #5 \ : o placing new concrete -- \ . , / Bars into existing i / 4 / Footing & Stem. °. 3. Const. Joints and Ex 2 ' - 1 0 " i - /- #4 ® 10" = - co . 1 ,.. i _ - - er - / Joints shad match x 4' 4" _ existing joints. o II i 1 _ _ - -e' - , - 0 / I .. , 4. Epoxy sjall be TxDOT : T ,,,,,. i / //- = : . in ; 1 . . DMS-6100, Type III. : 1 , v -. / , -,/ - '1 , Ilk I . - •' - L . C.C) ■ 4 co 1 12" 12" 12" 8" / 1 3 ,, N `. - #5 ® 1 2" ® 1 2" j c PROPOSE(D (7' to 8') ,', i •1 c / / t.--- 4/,, c J i• r Pl RETAINING WALL MODIFICATIONS c C e el ME SEAL APPEARMO OBI MS DOCIMERT WAS AUTHORIZED BY LI Li a 11 t ‘J C i ( 16 r ap c...,- STAN REED. P E. UW4 OR OCTOBER 4 9310. "W = T to 8' SECTION 1 BETHEL ROAD E.: COPPELL, TEXAS .1 .• -0V r l - REEDCON, INC.. F-21557 BAR IS ONE INCH IN LENGTH '' '. .. .. REEDCDG:9 camsuvwc ENGPIEERS ON ORIGINAL °RARING. CHECK . Plow, Tows f, SCALE AND ADJUST ACCORCINGLY. mat No. ONE INCH 3;` if ram= am SL., R..d I Mach 2010 058 .■■ 1 2 ,trirtih=lenniltrto. '' ' , ONAL 0*;‘ DRAWN HY, Stan find I DAIID 510:11010131, 2010 1,,, 3 Uniform Tap of wall PROPERTIES REINFORCING STEEL FOR ONE 32' PANEL (DESIGN C) QUANTITY Slope Wall FOR ONE Wall Height Max D (•5)Dowel F H (•5) T (•5) U - 26 •5 H ei ht = v " "H" WALL DIMENSIONS Soil A1" 26 •5 A2 - 25 • 6A3" 25 •7A4 - 26 •8 A5 - 25 •9 A6 ` 25 •11 A7 - 26 •11 6 - 26 •5 C at at at at at 32 PANEL H c Press at 15" c-c at 15" c -c at 15" c -c at 15" c -c at 15" c -c at 15" c -c at 15" c -c at 15" c -c 12" c -c 12" c -c 12" c -c 12" c -c 15" c-c CONC REINF y o a a 1 (Ft Fw Tw Sw Hw Ft Kw T /SF Lgth Wt Lgth Wt Lgth Wt Lgth Wt Lgth Wt Lgth Wt Lgth Wt Lgth Wt Size No Spa Lgth Wt No Wt No Wt No Wt No Wt Lgth Wt (CY) (LB) (Ft) = o _ . Batt of Ftg - _ H DEFINITION 7 5' -3" 1' -9" 1' -0" 2' -6" 7' -0" 9" 0.68 7' -3" 197 3 6' -6" 176 •4 38 10" 4' -0" 102 14 460 9 72 4 131 3 99 8' -4 "1226 14.0 1588 7 8 5' -10" 2' - 0" 1' -0" 2'-10" 1' -0" 9" 0.74 8' -6" 231 4' -5" 166 7' -6" 203 •6 38 10" 4' -4" 247 16 526 10 80 4 131 3 99 8' -4" 226 15.9 1908 8 - 1o iE a ° 1' -0" Min Lap o E o - I in �U in n _ ?- 1 N �\ s 0.5Tw•9" - - Lgth - H • 0.5Tw - 4' -7" r ='w Tw • Sw - e" H :11' o o} x x v BARS A2 • }+ x _ 6" Lgth - H ° E a H511' Tw • Sw - 2.-6" " Lgth - 8' -4" m!NE BARS At for H: 5' >:000 Lgth - H - 6" Lgth - 2H ' - 8" J ()Place vertical bars inside of horizontal BARS B far He 5 N_ a: bars (Typ both faces). m ° •moo« 2 31' -6" GENERAL NO e T o be class "c ". BARS U o «o @Place footing toe against undisturbed soil. All reinforcing steel to be Grade 60. O 3 See standard RW 2 for size. For notes and details not shown on this sheet see sheet RW2. Quantities are based on "H" being average height of panel. s ., w BARS D,H,T Retaining Walls are designed to be coded as follows --1 on Retaining Wall Layout Sheets. M 3' -0" HC - 21 - 28 at 15" LA - 28 - 32 Face of Panel Length - 32'i etandardl 28' Wall I T requires special qu antities D at 12" 1 14 Average Height "H" of panel Fat Joint B ARS F Design - A - no surcharge or slope above wall • © locations. See standard for RW 2 B - slopes up to 4.1 C - traffic surcharge to urcharge and /or slopes © 2 Y" ` 2 /„ up x Footing pressure design - L - low, H - high 11 Sw U Hw r 4111 Tw * ',3_ A 110 1 B 3" .~4" Texas Department of Transportation N 3„ A U M C T A Bridge DNlsfon ©l _ r RETAINING WALLS Y H n .. 3.. I:I Kw Tw 7 W ,, ,la✓A RW 1(H)C Fw H - 9' E. F•s+deI0 dgn ono ToDOT1 co Tx0OTI Or: CHO I CO. MPM ©T0000 March 2010 DISTRICT FEDERAL ADD PROJECT sREE, H- 11 SECTIONS PARTIAL WALL ELEVATIONS REVISI0 "= COUNTY DRTRDLRr, ,e IGNIVA . (Showing vertical reinforcing pattern in back face)