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ST0301A-CS100503TO: Keith Marvin, P.E. CC: O FROM: B. Caleb Thornhill, P.E. SUBJECT: Bethel Road II, Phase I — TDLR Registration DATE: April 22, 2010 I've included in this package one (1) set of signed and sealed plans, one (1) set of construction specifications and one (1) "Architectural Barriers Project Registration Form ". Please review the form and see if you have any questions. The estimated construction cost related to pedestrian movements is $103,854.08 which includes; 8" & 10" Reinforced Concrete Stamped Roadway — Crosswalks, 4" Reinforced Concrete Sidewalks, Barrier Free Ramps, Ped Pole Assembly, Pedestrian Signal Sections, Pedestrian Push Button and Sign Assemblies, and Bridge Sidewalk. The construction costs are from the revised quantities. You'll need to submit the form, plans and specs along with a TDLR fe f 175 to the form. The fee is for plan review and TDLR project filing for an a imated con; $200,00. �/ There will be an additional fee of $350 for the inspection fee once construction is be needed at this time. If you have any questions or concerns, feel free to contact me at 214 -217 -2282. shown atop costs $50,000- That will not q 1701 N Market St., #500, L851 • Dallas, Texas 75202 • 214 - 217 -2200 • fax 214 - 217 -2201 www.hee�? con City of Coppell : Bethel Road Paving & Utility Improvements BETHEL ROAD: PENFOLDS LANE TO N. DENTON TAP ROA FREESE • NICHOLS Prepared by: AAG February 28, 2008 Reviewed by: BCT Type C203 Unit QTY Unit Cost Amount MBGF (Timber Posts) LF 375 $13.00 $4,875.00 Terminal Anchor Section EA 1 $600.00 $600.00 Safety Guardrail Termination EA 5 $2,000.00 $10,000.00 TL2 Transition EA 4 $1,200.00 $4,800.00 Combination Rail LF 530 $80.00 $42,400.00 Cast -in -place Wall SF 277 $35.00 $9,695.00 $72,370.00 MBGF (Metal Posts) MBGF (Timber Posts) LF 837 $13.00 $10,881.00 Terminal Anchor Section EA 1 $600.00 $600.00 Safety Guardrail Termination EA 5 $2,000.00 $10,000.00 TL2 Transition EA 4 $1,200.00 $4,800.00 Modular Block Retaining Walls SF 2500 $10.00 $25,000.00 $51,281.00 Type C411 Unit QTY Unit Cost Amount MBGF (Timber Posts) LF 375 $13.00 $4,875.00 Terminal Anchor Section EA 1 $600.00 $600.00 Safety Guardrail Termination EA 5 $2,000.00 $10,000.00 TL2 Transition EA 4 $1,200.00 $4,800.00 Combination Rail LF 530 $120.00 $63,600.00 Cast -in -place Wall SF 277 $35.00 $9,695.00 $93,570.00 End Span Length • ( / Abutment Pilaster plus Span Length) Spon Length • (5.. Length) Spon Length • (Spon Length) (Shoring with Pilasters) (Showing with Pilasters) (Showing without Piioatera) Wingwall Length _ (Vorioble) 6' -0" Mtn �rL Interior Bent -- 4. Interior Bent -.. End of Bridge ym o9 1App-ox 1/3 Span Length() Approz 1/3 Dan Lengt+® Approx 1/3 Span L009th0 Some Criteria as End Span Pilaster Spacing Roll for payment— Faca r Open Jt in Rail 1/2" wider Abui 860) —� 1 thou Open Joint in Slob (Typ) Q Pilaster I Webs, continuous ebs, es '/2 1' -0 : r I %z Abut Pilaster Permiss , Permtss I, ^ open joint at 6. Bent, also see ©.1 --.--•1 w 1 Canso Jt (Typ) I _ z , � 4 Conat Jt (Typ) ,w a. t iv \ \ \I 6 "© O I I 6' 6 �� fl. SP' 10 .00 4) I in \\� I I i I // — Y Y (T p) (T D) I 7 i Jlf/ (i the 2'-0' 0 " 1 � 0 0''0 0 ' 0' r 0. 0 � 0 � ` 0 0 T� 0 0 I ,• (( , Om it if less 0 El I I I Limits o! '- 1 Abutment L'/• Slab `-O , F L 510D Jt --..1 %z " Bitun Fiber Moterl of A. I € Slab Joint E . I Wingrol 1 BENT BENT Post edge 115' Max i; _ PILASTER PILASTER :� «" WITHOUT WITH POST OVER WINDOW OVER g tO_ ABUTMENT PILASTER SPAN PILASTER SPAN PILASTER SLAB BREAKBACK SLAB BREAKBACK SLAB JOINT SLAB JOINT _ O Metal Beam Guard Fence Transition m tt must be aached € to the bridge roil and extended along the embankment ROADWAY ELEVAT ION OF R A I L lk ; unless otherwise shown In the plans. B (:)Terminal Connector and associated hardware ore to paid for under the Item Metal Bean Guard Fence ". 4 4 - %" 010 A325 Hex Read c.. + - 1" Dio Holes and 2 %z" 010 2" deep recesses. Rotes and recesses must • Bolts with two 1 N" O.D. be formed or cored. Percussion drilling 4 7 ''I' 2'-6" i6 not permitted. Adjust Bolt of ~ ��• O ua Hurter of windows shall be eql. I washers. Place rasher under reinforcing steel Os necessary to ovoid bolt holes and d recesses_ Bolt recesses each head and nut. Bolts ore only required then pedestrian sidewalks are adjac to back of rail. P. + than �y i' - + " 2" shall e of sufficient S O HL ter of windows shall not be leas an the amount in 0 . �� " 5 Span Pilasters may be spaced of I/O oints In long spans. I t 1 length nutex2 end to �' wX (s5) 9" M o w ot >, See Bridge Layout or other plan sheets. I I I L N O . R(sTl } rt Splice , ' 5 "R $ - O Dimension shall be the same for oil posts adjacent to Span I 1 r., :- , +�- 5 b� Pilasters Ina span. Dimension may vary from span to soon, 1 I ! "1 ` O Fin • 7". T %z'. Q r-Beal ` sl,gh;;yeto 1��! I �, ,, Er 1, For roil withith out PIIOetKS, Min fi Max 1' -3'. Terminal I I ,� _ nnector bo O C o Rail Joints shalt De provided at ends of all spans and 'hall ba ()0 Gagel 0 _ I I re quirtemants� 1 ' ! ( X gy the same width os Slob joint opens , except that Rail Jotnta _ _ ,r ' 65 Over construction jOin16 6h011 De ' /i Min to �' MaX in width. _ _ _ _ - 1 4' , � Bars WU can ' , I 1.�MMI m '11���I L ` Q Joints shall be open if slob joint opening to not sealed. Joints "." I- - \ be ototad 1111N1�1UM1I11 �1�� IW�� Ig= oe over c or tson joints antl Over sealed deck joints shall be a 1 Ili I slittly to ' z ll�l%ls plugged- . F Forming material used In joints may be left ,n place tf —.I- mointoin cover l � ` 25 it is light in color and compressible, such as the following 1 9 requirements. n O � o materials: polystyrene molded cork granules, sponge rubber sheet, I , 12 �/ ": /�• , U( e5) at • � etc. If forming material is not left in Dloce, the bottom 6" o I 9' Max 11 N' - "�3 shall be plugged with slab joint sealing compound to prevent ° Wll /s5> at O o• drainage and staining. - 14." II I I r Top of Abut 2' v' 2214-1....- 2• Zt + Wingwoll 6' Max O %z Plooe 12' x 9" x " Preformed Bituminous Fiber Matertol between slob and 5 b I . f "g m roil at centerline fixed joints on box beam bridges. Shift 8ars U as necessary. ELEVATION SECTION ° O Increase 2" for structures with overlay. ®+ addittorol sore WXte51 3'-111" to length 50011 be placed Heide Bare s(ws) and centered TL-2 TERMINAL CONNECTION DETAILS ELEVATION SHOWING 2' -0 from end of roil when Terminal Connections are required. Field bend as needed. (Showing parapet with Pilaster on 6' -0" Wingwall) TYPICAL REINFORCING PLACEMENT (:)Shift U Bars from region below 1" Preformed Bituminous Fiber Matertol at joints. I• The use of this rolling is lots( l' -6 "(Typ) T 2 to design speeds of 45 mph or lees. outside face 2' /t +�z 3" 3 2 Eq Spo • Typ Chamfer and 1'-0" • 3' 3" se rL -z terminal ) -2 Bare S SHEET 1 0 Conn actign Datai 1a" 1 1 1 Sla5) Edge of ® OS 1' /:• 11/2. ( h" - 1 p %z• s 100 ' ' 1 • I I • I I l' Eggs or r Texas Deportment d TnWKporldl e WH(e51 Slob DETAIL "A" (Wags Wean } r • �i .7.1 _ — TRAFFIC RAILING „ I !��' �� in� ®® I fi 1 I H �':I 1 ° I TEXAS CLASSIC • III 5.e ' See Field Bend 1 1 1 L Traffic See "Roadway outside face Detail "A" DETAIL "A" TYPE T41 1 outside fore Side Elevation of Rail" 4 Eq 090 - 2' -9' Bore 0 2 Eq Spo rIstde0♦.dan "' 1.007 Ico 1001]".T•WT 10 ©UDOT vebruay 2003 na.,a « rw Am mum Chamfer SECTION A -A SECTION B -B SECTION C -C a",. Ewa.M. 2' -B' 2•_g- 2' 2' 11 10" 8" 10" 8" 10" B" 3• \ Bronze Star 3" 1' 3• 3" ® I 2 En 1. Elli 1 " Ty v" 1 " III (Use if shown r N -t- I= Mil 1 14 � MI plural p• • • ■ •�U ∎1 =I� - . __I_1_ Ii I w — — 1 r O i., \ , C Pilaster Top of J i ' 1 -� I MEW. WI Wall 5100 ABUTMENT BENT SPAN TYPE A TYPE B TYPE C EXTERIOR PILASTER ELEVATIONS WINDOW TYPES S. xi: 2• 2" 6 �. Installed bar will rest ?tit 11.."1-4""i 2 - sh"Dla Studs GENERAL NOTES: This roil was evaluated Dosed on the results of prevtou ` y bP °increase 2• for structures with overlay. I on top of slob or wall, crash tests and approved for a NCHRP Report 350 TL -2 rail C 36• (Typ) This roil is only approved for Ion Speed use, design epee 4w! @Construction year fuse If shown elsewhere on pions) 3" 4.1,%"*. s O9 of 45 mph and leas. High Plantin Bold' Typeface with �h' recess. Placed at �/ _ Install with Rail anchorage details shown on this standard may 1000) �E pSc� u � one Abutment only or as directed by the Engineer. 6•R \ l op on toD modification for select structure typos. See Oppropr late 4 lA" n details elsewhere in pla for these modifications. @Open roll jolnt shall be All concrete for roiling wail shall be Close "C". A :"h5 joint on the Bridge Applies % e g reater than e to Bent Pilaster rgeet slob over slob F Class C' (one rub) finish shall be applied to all roilin surfaces unless otherwise shown elsewhere on the plans. o a "' tnta and over continuous slobs. Shop drawings will not be required for this rail. ®Di 1_ Braze Bronze Star aho11 be cost of 0rohitectur0l bronze havin mensions shall be the soma on each 81tle of joint. (TYD) the following composition. Copper 85 0, Tin 5 0, Lead 5 11'1! °Reduce by 2" or field bend over Preformed Bituminous BARS WU ( ° Zin 0. Fiber Material to gain cover. — Bronze Star sh011 be attached with Type V epoxy. Epoxy BRONZE STAR DETAIL Q sho11 completely fill void In holes after studs ore Inser �1 ( %z" when vertical reinforcing has closer clear g and cover entire star - concrete interface. Clamp Star unt 8 ' cover over horizontal reinforcing in obutment Two known manufactures are: epoxy achieves set. Core shall be token to avoid visible r wingwalls or retaining wo115 on traffic side of wall. ^' epoxy "squeeze out' from under star. 1. K055one Coatings L. a 6• If shown an Bridge Layout or other plan sheets, railing I!_Y �AS an aid in au A Texas ° con be constructed without pilasters. See Bridge Layout 1c pporting reinforcement ddional 6• b ° longitudinal bore goy be used in the slob with the 2• Austin, C b C approval al of the Engineer. Such ch Dare shall be pe or other plan sheets for the following: dimensions with the number of windows, dimensions with the number of furnished at the Contractors expense. San Antonio, TOsO Texas BARS S (W5) pilasters (if ony), given window type, inclusion of Drano o h COTOp longitudinal slob bar may be adjusted laterally io stars, Inclusion of construction year with abutment Ident - „ A11 reinforcing shall be Grade 60. 2+6 3" , - to tie reinforcing. BARS U (05) Foca of roll 0nd pilasters, poropet shall be plumb unle . 6 otherwise approved by the Engineer. E21 1 Average We fight of if slob bars are 00 overlay increase coated. 39 Nominal Face of Rail wominal Foce of Rail pilasters is 270 plf. 2 I "O" <. 1' - I Nominol Foce of Rail o < 0 2' 1' -0' I" i " Y'," Chamfer N Chomfar (Typ) I I 3'i" Chamfer (Typ) lTYO) 170.71 1 . S1.51 u, .., . at bottom ° S(051 3" Q al 13(07) IS7) 1 %:• . ' s at Oroft top s bottom N I 11 (Typ) N ° - Chaster of all windows ° o ° ° i 2" ° (Typ) for ease of form removal SHEET 2 01 (7yp) g 05(05) \ 14:: ' H(05) N n � H(s5) .'TexosOems'1BBntofTf t0tI( 5'� , l� n n 1■ ' I u n - - --- n 1' B• /see DINMAr < I �� Approach I � UIs51 O .. U1a51 �, Groowe B TRAFFIC RAILING WUlBS) Slab m � `' n co IV `' TEXAS CLASS I C or CROP P. 5' 5" vertical %z' Pref Bitum Reinforcing Fiber Material _ ON ABUTMENT WINGWALLS SECTION THRU SECTION THRU TYPE T41 i % OR CiP RETAINING WALLS POST ON BRIDGE SLAB WINDOW ON BRIDGE SLAB rle1d01.4gi „ iv00i1c. aboi1briHaT [a� (Showing Pilaster) ue, (Diem February resex tie wrxc, NW SECTIONS THRU RAIL 4-115• Seplawa 111.-3 UM. a"w .. C,..etle,e.l�m.eetl>. mxw l n. �. 0 ZNrvRN 10' O o qR - 8' MIN. PROP. COMBINATION RAIL II OIn N H� ,- 419 °H.^ SETBACK PER c o PROP. MBGF B 5g 1 , MANUFACTURER'S L, SPECIFICATIONS I PROP. SIDEWALK (SOUTH WALL ONLY) 22 MAX -- 22 MAX -- -7 • U) A. a. U J a c a O PROP SIDEWALK F" . .............. I o (SOUTH WALL ONLY) h I— WD w ' I NOTES; m -I Z W 1. MODULAR BLOCK WALL SHALL BE DESIGNED La'" c I � .J.. 0 W AND MANUFACTURED BY ANCHOR WALL SYSTEMS, 1 O -� w GEOSYNTHETIC REINFORCEMENT OR APPROVED EQUAL. w w > O PER MANUFACTURER'S SPECIFICATIONS w a CAST -IN -PUCE CONCRETE V U 1.1.1 2. CONTRACTOR SHALL SUBMIT DETAILED RETAINING WALL CONSTRUCTION DRAWINGS FOR THE RETAINING W. Z FREE - DRAINING AGGREGATE PER WALL TO THE CITY FOR RECORD AND REVIEW. O MANUFACTURER'S SPECIFICATIONS THE PLANS MUST BE SEALED BY AN ENGINEER LICENSED IN THE STATE OF TEXAS. U 3. THE WALL SHALL BE OAKS BLEND COLOR W 4" PVC DRAIN WITH A STRAIGHT FACE FINISH. J (_) 4. THE WALL HEIGHT SHALL MATCH THE 1-1..I W N E SHOWN ON SHEETS PV -8 AND nc FOOTING AND LEVELING PAD I FOOTING AND LEVELING PAD PER PV -9. ALSO SEE CROSS SECTIONS IN SHEETS F' - MANUFACTURER'S SPECIFICATIONS XS -ti, XS -1J, AND XS -1k. W 5. PIPE HANDRAIL SHALL TERMINATE 10' PAST o CO END OF WALL. PROPOSED GROUND n . • cr. a o - -- J Q ∎ ( MODULAR BLOCK RETAINING WALL " J n CAST —IN — P L ACE RETAI WALL SCALE: NONE -= n ' ' - 1 et .J.� SCALE: NONE g a N A va o u 8 5 u s; f 3 g LL S g i 5 0 0 . K p G 0 0 0 0 U 0 9 C C a !di KN c. c„... uo t u) LT_ u � g • = - @o ``/' a v 0L K 3 W / D H NmG cis, ':?. "N S2 j CA ▪ 1p I N K ? 0� Z >O N Mu SHEET r MEOW DT -1 ONa' a�W W 1100% SUBMITTAL sEQ. 72 OF 77 ma-. c.,. 1, ,nn° ,,.11.... , In... .... cd.. "b, TA 1 i...., AAP\ T..u:. °.° ••• l`........ °..., n.d...i w.....