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SOUTH TAFT HILL ROAD FEDERAL AID PROJECT M 8027(2) - Filed ST-STORM SEWER - 2004-12-21
DETAILS OF INLET SPECIAL Site Z 30\ I [r Grttb V2'retw enchwa ( 12'O.C.. 2Urx 21YCN 51WX 3r f.��; Z 24'�. - -r - --r- - t '—_ met. 33A! _'_ .V. 'Htrro y,• is ✓ /���-`� Nerrr�l tier r[ae N WWde b.Ck of i 6 -- -- - - ------'!- i' I' 3-YrQ0.reb- P_AN -EW 1, t 1 1Z�0.C. sI::nJN A -A — NOTE A tY tre,rptbrt uM►ra w the CB. IL d metruc= e 1: �T!,i F � .H -- � 1 4a5 Lb $12 grate W lwcrr ? pprov[a equa. G RAT E DOUBLE ro'x4'CONC BOX Cl/LK EL E-V4 T/ON SCALE /';2. h h 2 1-. dr"Y• A CuM -t- L r 2-1,2'• retar 3- Ile• ' .6„ A Lb•� -�LPLAN VIEW I iE N R�� b.aea so nefu �1 + �211r —28 Tao FRAME 9 50, I /- TOP OF INLET Site 1 1.er'. 1K[ fs/�r nw t Yf- . t Ve's ll1i.�J ' 1 /1— t: rY� r0. IYt e. Al Y .Ifeet � / ® �►,; yNt d t4t NaR d i Ss.wra I :ur! a-N AS It C.P I ( P, I e SES;RU A -A N101[' ♦ tY `rrMlw, vsw ew r,r cl ti aaarefrtt¢ DOUBLE 68"x43" R C 0-ELL,PTICAL (LO.14EO) ELEVAT/ON SCALE 1-z3' r RccioH mo DIVISION PROJ. NO. OLORADO /w BO 2 7(ZJ AS (ONSTRUrr,ED N9 REVISIONS DATE Now<.r SEA wort- Fttr &G" D[teil See Ir let Defoil s t 2 PLQ N SCALE /' S Site 2 rebar A . r J hip L-A P-AN v,EW DETAILS OF INLET SPECIAL �112 mn<hws 2 vie 2 irr. s,w. 3ar '3 3AY vmd* at 3 vr ti.a or U-&,d cw% 2-vto rebw 23*- 3-vr* reh.rs c Irac. N — 7 7' L ).-IN A -A F40'rr: lta=red"Vd oa the C&Af; 27- 405 Lh #12 Maclw or mrPAZY eqw .GRAT 13.26' Dweie 6'x4'CoNc eox all-v EL if V,4 T/O/V 6C.41-1: I -r2' Site I rr A W. Jr Miller 41, are 2- U2'* ,o.r 7-7 Wq C-LI-- aldi.11 I 1114 1, 8 .42T R.C. P 50, OR INLET Dou5L.E 68"KZY RLC P -ELLIPTICAL (LO-WED) El- E V4 TION 5CAIE I"=3' SES;RN A -A CA, No DIVISION PROJ. NO. ADO� 1W&027(Z1) 1=1 I OLD AS CONS TRUr,'ED N9 REVISIONS DATE N.--\— \A V'07 SECLIP 6-5 more For 11110Detail see Inlet ostail silldt a -950' PLAN Sc- AL - / --- 3, Note Number P O �vJ Ri i 5 658 Re& GbuVe 68 "'x 4.Y 'x 60' RCP E/lotico/ Cross Cu/rant. End Sectiom of Inlet. Remove Y0* x 6i'CAfP & l0' Of le'RCP (See Profile) Reg1,1 Inlet Connected to South 68"x 43 - Cross Culvert (See Deta11). ReIM ! exist;V inlet. 41 Req'd Approximately 2$ Lin. Ft. Curb & Gutter (Type 2) (Section M5). 200.75 Regb 65 Tons Ot Aggregate Bose Course G !2 Tons of Not BitumiIW3 Pov>°men Q , rermlr roadway, .00 E /£ Existing Channel _-- S064 `— SG162 Existirg /2" Conc. Pipe Invert 61.5.3- 5060 d Existing 30 x6/'CMP Z X- X X X I y I b 4AVrox Limits ze 0 �—� I I � I Poveinent Hya'otemCnt 1 I i HOUSE II I i 40' 30' 5. TAFT H/LL ROAD � Edge of Existing Pavement y 'AS CONSTRUCTED REItlSC �'m >� - M 8027 (2) 5 No�cmbc� \4 \�i15 x GENERAL NOTES PIPE JOINTING MATERIALS SHALL CONFORM TO THE PIPE MANUFACTURER'S V SPECIFICATIONS WHERE IT IS NECESSARY TO REMOVE EXISTING PAVEMENT FOR CONSTRUCTION THE CONTRACTOR SHALL REPLACE IT WITH A MINIMUM 10" BASE AND 2" ASPHALTIC MAT. THE DETOUR FOR THIS PROJECT WILL BE DESIGNATED BY THE CITY OF FT. COLLINS ENGINEER. FOR PRELIMINARY PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: PRIME COAT @ 0.30 GALS. PER SQ. YD, RATES OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. (THIS NOTE APPLIES TO SITE NO. 2 ALSO.) B. M, SWCC Toft Hill Rd & Plum Sr — E/ev 5070.75 (- — — — — — — Existing JO "x 61' CMP 6,9 `1 Invert 61.09 2''00 /t-Iro l*DO OtSO West 0"-00 Eost OfSO /+00 /s-50 2v-00 S070 5068 5066 5064 5062 5060 5/TE iV° / Taft Hill Rood Ad a TO Bethel Baptist Chur Note NP 0 Mega Ooub/e 6 x4'x62'CBC (Type 6-6-A) with HondrOY15 & Curb, Gutter A 5i4trfn/k to be roared mono/i?hically with top of CBC (See Detoi/s). FnCose 24 Lin Ft- of 8" Sonitnry .Sewer in concrete in floc- of CBC (Genntit/es /br encasement #7Cl4A d in Concrete Closs A), Na'e Np 2 � d In/et S civ/ (y= 3 S'>, offset 6' North of CBC (L It sbp) with /8"x 6' RCP r• 20' coonectiry to CBC (See LLptai/). I w FEDERAL pylp I I I I Note NQ EGYONPoppxmotey D�Y�J SON PR07, ND. of Curb, Gutter -- hll �I I II B Sio'ervo/k on East end of CBC. cocoa,400 M 80,? Re ace with ' of Curb Gutter B II JEXISTING INLET �' A,&W01 ee etai/,�1E/a/{/�� Pro✓ide s//X�Qth c�nectio/i ll , ea o I tl III from existing curb, ?utter, B sidewalk to match the I I `II �a . IIEph; some on tqo of CBC, os directed. _y yy)_40r R.QW, I i ill [�.I ( CITY OF FORT COLLINS) I,ll-=� I flll� l Note N2 QS RegV: Connect exlMiT 12"RCP to CBC. Remove ;<I 11: 24 Lit Ft. a'II/2' RCP in or / of COnstrUCtMn. 1 I i m I� r�r[ . •[n.ei I S// "'li�L �roxI u ,p 'Ile —_--f— - - - _ , . orT- Req'd: Provide sent, mawnerllon from -r.- - exisAig curb, gutter � slde�/k to �teh the I � ; i ( Some on mp of CSC, 0-5 diierted. I "" I i t t L_ I I I � I NOTE CURB, GUTTER,& WALK TO I BE POURED MONOLITHICALLY 44"---J�4'-4"-�j�- i-+I WITH THE TOP OF THE BOX. I . . FL I I , I RAILING DETAIL (TYP) DETAIL •'A'• L a SCALE IM—j'-O" (TYP EACH END) r�l SCALOrf9E Vi4 s0 rl N m 2 5070 0 O 0 b � � y b N 5068 W W SEE DETAIL 'A' r 50% r I 5064 ?'6"TELE. _ RN ELEV 5062A2 I CONDUIT EXISTING FL CHANNEL' -� � I EXIST. 30`C.11.Pi 5062 �L _ SLOE= aeo,—y 5OW B.. SAN. SEw� ' w ELEV 506066 L"TELE. ; CONDUIT I b `c 'a werw r. 1 1611- e.ie.n ceKmm lLV Mr[. Note N9 © Remove exiMitq 30"x60' CMP after CBC is Completed, SHr<Bf Mc. R 7-,4 7S H.G M ke /o c: sn.ers' � 6 GENERAL NOTES 1 CONTRACTOR IS TO FEILD VERIFY THE LOCATION UTILITIES 2 DOUBLE 6'"4 X62C B.0 TO BE CONSTRUCTED ACCORD M-601-SC 2 OF THE COLORADO STATE DEPT OF HIG 7. WINGWALLS TO BE CONSTRUCTED ACCORDING TO 5 OF THE COLORADO STATE DEPT. OF HIGHWAYS 4 THE SPECIFICATIONS APPLICABLE TO THIS JOB ARE SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTIOI COLORADO STATE DEPT. OF HIGHWAYS 5 SOD WILL BE REQUIRED TO REPLACE ALL GRASS DURING CONSTRUCTION- wwe�lrery 7. STRUCTJRE BACKFILL MATERIAL SHALL BE CLAS MATERIAL SHALL BE COMPACTED TO 90.1. OF MI DENSITY AS DETERMINED BY AASHO T 180, MODIF DENSITY B BENCHMARK N.E.CC TAFT HILL ROAD & CLEARVIEW 1 9 CONTRACTOR IS TO ADJUST SPRINKLER SYSTEM AS THE WORK SHALL BE COORDINATED WITH THE PAR RECREATION DEPT OF THE CITY OF FORT ODLUNS. SURVEY uNE(mot SO" C.M P EXTENDED) 10. THE DETOUR FOR T"' PROJECT NiLI BE D[SIC THE CITY OF FT, COLLINS EkGINEE A. 11. NETTING FOR SURFACING IS ESTIMATED AT 2 1 12. IT IS ESTIMATED 13 M GALS OF WETTING (LANDSCAPING) WILL BE REOHIPED. AS C &M VAIN 13 Z > 2 2 1 ' Note N' 0ReQ�d /W Tons of Agyregote Bose Course VARIES sL v 6 2%lY Tons of Hot B/tltmitA 145 Pavement to 2 -131 repair-0001way TYPICAL CHANNEL 4�8 IMPROVEMENT SECTION Note N° ® Regtd amraximately f9t39 Sq. Ft. of Sod to N T S (~4•— repkC•e grass t1 f,-o4ot ranstruction wark area. WINGWALL N.T. S oew coAr 2 7' 11 WE TTWARIFSJ -_ -- EAST (23'7 2.6" 4.0'• 10' 945E COURSE C. 4 S. I?14 TyA✓ Z Soc. LIB C. ¢6 anu' /✓a/k (TYP) PAVEMENT SECTION "TS INV ELEV. 5061.92 DlUVATE TEMPORARY CHANNEL AT O.BOl. TO DAYLIGHT BOX IS TO BE SYMMETRICAL ABOUT E OF STREET SECTION A -A 2.00 1.50 1 +00 0.50 0+00 0.50 1.00 WEST I EAST Material s�ia//bePfaceijn elv�OWraM oo&rses afit� f8//o�yi ap�rnximateraiesµ�r S`9. Yd /bf Bi/uminotAs AH✓Bment 220 L65 per 2') 499�9a1e Base Course 0.50 inns per/0"/, The ra/es 6T,nwn Aare been 1yelerm/ne f ,77/nfamttki, 7 a✓ailable a/ The hme of oesiyn. R,7&5 slrw,N be a Jusfed during9 caos/ruchon fo ob}ein Tf� dewed apprvx rrL;Te /hickness. (,ot*ff lio es apy _ S/t'! W2 _ — - CITY OF r=ORT COLLINS, COL ENGINEERING DIVISION DOUBLE 6'x 4`x62r C.B. AT S. TAFT HILL ROAC 8 S. OF CLEARVIEW Av 1.50 2+00 DETAILS OF INLET SPECIAL Site 2 3- IWO I -re. lwo V'tr~ whro ebar 1-2-loxiIr +-- A r. 2 vf 2 urx 51W. 3r t. C'm + 3 We lm r F"tter outswe bma at Glt- -Vr4. ohm Iro'c —T- 7- 3-1A* ram] I SCTIIN A -A NOTE4 AbIr btr*a=tiP.QttWW W the CAL' AM Lb. 02 by GRATE Doua4e G'x4',-oNC eox C41zv EL f V4 TION , &I -4z--: l,,z2, PLAN VIEW nia .d, (-Rldld I= la Tab Tab 26 .Fqr�ME 50, .AL I�N "Sf' J- No. DIVISION PROJ. NO, -7,, ml COLORA �41Z 9 0 2 �7(2 � Site I 3 sw vr 42T R. C. P 7 �-b "r- " SEC;motj 6-5 am, aanw ft wa CJL, MOTU For orate Well see inlet DrWl 5ft I DOUBLE 68-K43"k,CIP -ELLIPTICAL (LO-IAE-D) fL,f V4 T/O/V SCALE Pl- A A/ 5CAILE. /'*-3' Note' Number OU O O Rego' Gbu6/e 68 "x 460' RCP E//iptRa/ Cross Cu/rert. End 5ectiorn of In/et. Remove 30''x 6/'CMP & /O' of /2" RCP (See Profile) Reg17 Inlet Species/ (f/= 2,S'J Connected to South 68"x43" Cross Culvert (See Detail) Remow existiry inlet. Rd Approximate/y 24 Lire Ft_ Curb & er (Type 2) (Section MS% Req'd 65 Tons of A99repote Base Course 4 /2 Tones of Not 61tumll7ous Povement to repair roadway. d >' X 30 X6/' CMP i ;rl,ll I Appear Linrta d p _� i � � I Amnenr Fiyabexxns I I I I I I I I I I I I � NOP/SE I I it I I II I i II I I I I II I I I II � I a30' o' S. TAFT MLL PO4D GENERAL NOTES PIPE JOINTING MATERIALS SHALL CONFORM TO THE PIPE MANUFACTURER'S SPECIFICATIONS WHERE IT IS NECESSARY TO REMOVE EXISTING PAVEMENT FOR CONSTRUCTION THE CONTRACTOR SHALL REPLACE IT WITH A MINIMUM 10" BASE AND 2" ASPHALTIC MAT. THE DETOUR FOR THIS PROJECT WILL BE DESIGNATED BY THE CITY OF FT. COLLINS ENGINEER. FOR PRELIMINARY PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: PRIME COAT @ 0.30 GALS. PER SO. YD. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. (THIS NOTE APPLIES TO SITE NO. 2 ALSO.) B. M. SWCC /'oft Hi// Ad A o/um St — E/ev 5070.75 n Ear of Ex/st#V A"ment ! r II ff Existing CMnne/ Exisdnq %2 Conc. Pipe- Init'rt rarest Gros 3060 - - - - . - - -- -- - -- - - -- - S/rE N' Taft Hill load A02cent i _ To Bettie/ Boptfst Churlcfi ' 0*ob East 0+50 /+00 i Note N-z Q/ Rer Darb/e 6'14'162'C86 (rype 6-6-A) with Hondror/s & Curb, Gutter, 8 S/atrro/k to be pound m01With/Go161 with top of CBC (see Detoi%s). Encase 24 L/n Ft, of (9" .5am}br Sewer /n 1► concrete //7 Aw of CBC (Quontit/es jar E exosement incluald In Caocrete Coss A). { P.uKI Pr L.w:TM �' 20 Repv' In/et 5 C/a! (H= iS) offset 6 1 am f�M N 10 I rrr a NH awa n.w. Mbrth of CBC L t s/aL,) with /8"x y�' RCP connecting to CBC (.See Detail)_ , �-----__i _--- -----_-war lKn wac. wwM 1 r - I f -B 0 am Req''d Provide smooth colmect/oa from exist v curb, gutter & seewa/k to 4wtch r* same on too of nbc, aS directed. I 1 i 1 {B �lwOt'fl1 pj 1M�"'I I CYSR � 1 NOTE. CURB, GUTTER,& WALK TO + BE POURED MONOLITHICALLY I I �t••+y_p' n� WITH THE TOP OF yTHE BOX. 1 ����� !23• S'J wrt w.er. ' ew�r..°ciar�••`•'o I � f I 1 �1 RAILING DETAIL (TYP) DETAIL'A" ,---*-_-�->— SCALE 114"=1'-O" (TYP EACH END) &� SCALE. iM"=1'-O'• rrg/m/J SEE DETAIL A- 5D66 Soso — — -- — — -- _ — �— MW ELEK 5OG2A EXISTING F.L. CHANNEL� 5D62 2�W__ _T�90 -. -__1-00 WEST _ Ft IRA[A30TO/AL ,' ,Note W ® Renrorle opprarimote/y 40'of Curb Gutter RIOV DIMION PRO.T. No. SHEErNa rs ct ,keno/k or East erld of CB/C ffi COLORA00 M 802T (2) 6 GENERAL NOTES I�- I EKISTRR,1 IN E? Refdace with '6' of Curb Gr/tll.9" d L CONTRACTOR 1S TO FEILD VERIFY THE LOCATION OF ALL EXISTING 5!o'ewo/k (.See Detail be%w), Proxide sMOOt Connecter UTIUTIES. I' I from existing curb utter d sidCwo/k to rriotch tfAe 2' DOUBLE W*WxWt.9,0 TO BE ODNISTWCTED ACCORDING. TO STD. M-601-RC 2. OF THE COLORADO STATE DEFT. OF HIGHWAYS. .5,Me M t90 Af C21 , OS dlreCR.°a: s WINGWALLS 10 BE CONSTRUCTED ACCORDING 70 STD M-GOFYM OF THE COLORADO STATE DER. OF HIGHWAYS: f CITr OF FORT COLLMJ9 THE SPECIFICATIONS APPLICABLE TO THIS JOB ARE THE STANdRD SPMFTCATIONS FOR ROAD & BRIDGE CONSTRUCTION- OF THE yy COLORADO STATE DEPT. OF HIGHWAYS. rf Note Ns OS R v- Connect ex/st/n /2"f?CP to CBC. Remove 5 SOD WILL BE REQUIRED TO REPLACE ALL GRASS STRIPPED DURING CONSTRUCTION. 24 Lin. Ft ail /2 RC in orea� of constrUCtkn. v 7. STRUCTURE BACKFILL MATERIAL SHALL BE CLASS IT. BACNFKL MATERIAL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASNO T 180, MODIFIED PROCTOR DENSITAE BENCHMARK NEC.C. TAFT HILL ROAD& CLEARVIEW AVE. ELEWS06g28 9.CONTRACTOR K 70 ADJUST SPRINKLER SYSTEM AS NECESSARY. THE WORK SHALL BE COORDINATED WITH THE PARKS AND RECREATION DEPT OF THE CITY OF FORT COLLINS. _� — — — SURVEY CII/E (E 3D'•C.M. P. EXTENDEDT 10. THE DETOUR FOR THIS PROJECT WILL BE DESIGNATED BYV THE CITY OF FT. COLLINS ENGINEER. I I 1 01 zr `G•'TELE. _ CONDUIT EXIST. 3(fc-M.1i A e^ SAN. S19:6 W ELEV. SOBD.6e onaNT leONDUIT ; V BOX IS TO BE i1'MMETRICA ABOUT E OF STREET SECTION A -A I Y•f,Kw 1 iowrlls i ® 6 S ws.sla Note N2 © ReMova ex&4t y M-x60' CMP after CBC i5 completed. 11. WETTING FOR SURFACING IS ESTIMATED AT 2 Y GALS. 12. IT IS ESTIMATED T3 M GALS OF WETTING r0.� (LANDSCAPING) WILL BE REQUIRED. Note NQ (2) Rev, /OT Tons of Aggregate Base Course Y I E d � Tons of Not B/Rum/taus Powir/ent to repair roadwox TYPICAL CHANNEL IMPROVEMENT SECTION Mote N4 ® Rep, apararimate/y 1,000 5q Ft, of Sod to N.T. S. repkee grass stripped from ca*5&4ACtion wa-k area. INV ELEK 5091.92 EXCAVATE TEMPORARY CHANNEL AT 0.90`1. TO DAYLIGHT EAST L I ,Sec. II9 MPI AT S f N. .S. Maleria/s?a//beYr.xpra,* it rases afl/�r6lkoiYi �Opnx/.,,a>�rglRs�rL� ylr fbfBifumiixws 22016-s Fmr 2 "diiat !lggrega/e dese Course 0.50 bos pl -lollhlbi The roles s/,nwn lam bi� aL%rmrnef tJnin/;7/13 oal.67 _ a✓ai/ab/e e Me f/me ofdesigW Bales 44AWId be erdushd ai1117g9 ctvrsfruc/ion hi ablaut AW a&sred gap%Fi to fhickness. - CITY OF FORT COLUNS . ENGINEERING DIVISION�LORADO_ DOUBLE 6 X,qxW CBC TA -EL AT S. TAFT HILL _ROAD & S. O/F�CQL�EA%R/V) IIEW AV DRAWN _ aH. . OWN 51 D I M E N S I O N S P Off A nl r i r i r IGHT FILL OWED to' 15' 'O' 'O' 5' O' 5' >' TYPE 6-6-A 6-6-8 6 6 C B-B-A B-B-B B-B-C !O-/O-A 10-10-9 /0-70-C 12-12-4 12-12-8 SPAN S 6' 6' 6' 8' B' 8' /O /0' 10' 12' 12' HEIGHT H `; - 4 SLAB T 8%p' 9%2' 10%' to 11° 1 „ /2/2 /O" 12" 14" 12" 14" WALL W 8" 8" 8" 10" 10" 10' /2" l2" /2" 12' 12" BAR SIZE SPACING No BARS Req'd. 0 U A N T I T I E S for One LineorFt. of Box CONCRETE STEEL Cu. Yds Lbs. I. 000 112 3 1.07, 117.7 1. /46 123.1 1.222 - 128-5 - J.067 120.3 1.161 - + 125.7 1.235 _ 131. / _ 1.309 141.4 1.173 130,0 1.247 _ _ 1354 _ __I.321__ 742.5 _ 7,395 1524 I.477 1744 1.569 179..8_ 1.662 I2 85 j 1. 75.5 - - 190. E 1592 188.6 1.684 I92.0 1.777 197.4 vtSpoV2 #4 #5 5%p" Ir4 #5 #q #5 4�z' #5 #6 1 6" #5 #6 #5 #6 5" #5 #7 7' #5 #7 7 #5 #7 6" #5 #7 T" #5 1 #7 6" Wt Size Spa. 12" #q 12" " /2560 �2 #4 �2" ~-B" #4 1Z" 10 7' 12" #4 ~12' 12" 12" ` 12 #q 12 12 2" _/2 #4 � 12" 10" -7" 15' #5 15; 12' 9" 15" #5 15 12 6„ 15 # 2- 5 9" 6" 15" #5 12" 9 15" #5 /2" B UI 48 -52 _ 61 '3 56 48 52 56 _ 60 48 52 56__ 60 60 _ _64 68 -`1 5' 6 3 - 4 ' - 5-- 6 4 -- 5 6, j 72 60 64 68 = S - - 6' -- 4'_ T2202.9 60 64 _ 68 72 78 86 94 /.763 1.856 1.948 _ 2.041 1.935 2.157 2.380 � 2020 _ 207.4 214.6 2257 2283 239.E 255.2 B, 10' 4 102 78 _ 86 _94 _ 102 78 2.602 2.220 2442- 2.664 2.8B6 2503 2725 _275.6 2,9_47 275.5 231.0 2_42..5 258.0 2B2.6 260.E 2_95.0 B' to, 4 -B, 10 6 86 94 102 98 !06 - _ 114 9B 106 3.170 2751 _ - - - 2.973 3.195 3.083 3. 305 - 3.528 325.5 278.9 __294 5_ 315.0 _313.5 - 329.2 354.1 8' to 6' 8' 1O' //4 f ' ' 12-I2--C 14-14-A /4-14-8 12' 14' 14' 6 B' 16" 15" 16" 12" 72" 12" #5 #7 5„ #5 #7 6.,, #5 #7 S # 5 # 5 #5 12" 98 106 416 3 365.1 -- 3.63E 384.7 3.860 415. - 3.633 356.2 _ 3.855 _ - _ 372.0 4.0T7 392.9 3.824 _ 409.4 4.046 _ _ 425.2 _ 4.269 450.5 9" 10 6 6 _15„ _ 12 9" 15- t2"_ _ 8" 114 110 /18 /26 //0 _ 118 126 8' JO,- 6 g' !O' BAR L I S T SIZE NUMBER REO'D. TYPE .1 TOTAL LENGTH See 24L I Stl.5Wt4"- Table Spo.t2 �_ 0.755t4"+21trn I Ht2T-4" � _#4 2Lt2 _ I y-r2T-4" r #4 See Tab/e I L m = L4Jn D M-601-BC2 T / �� 1" I ® m R ® I� /n ` ^ ® 1 - B C 2 FEDERAL ROAD EF/�"Y\ I \\\`\1111 '//�'�`'l 17I11`\�\yi wwull I\/r\1,1 REGION NO DIVISION VROJ NO SHEET TOTAL SECTION q-q ND SNEE„ �lI COLORADO If SEPTEMBER 9, 1974 ) _ --L =Length of Cu/art R E VI I I -CI #4 C of 1' 0" f-bors (Conf.l 4 w r 3=0" #4 A bars (Cont) HEADWALL $ TOEWALL f- B A R S( Cont.) Q U A N T I T I E S SPAN HEADWALL S K E W A N G L E f-BAR APPROX.QUANTS. A FOR ONE S 90�ta 75' 74° to 60' , 59° to 45' SIZE Headwall � Toewall 6' -- #4 #q # L # Ibs.per lin.ft. #4 # #5 '5 6 10' #5 0 6 #7 4 /3 72' J4' - #6 - #7 #7 -� #,g #8 - #9 5 6 17 21 Nine f-bars required for each heodwo/% 7 26 8 31 9 36 Concrete = 0085cuyd/1 f *Includes all Headwall and Toewall reinforcing. A Deduct 0.049 Cu.yd. Concrete and 3.4lb. Reinfor- cing Steel from these quantities when Concrete Apron is specified, / Ur ' UI (Conti / (Cont.l /J 3%p"x I!l Xey (Typical,' i p p bail (ConJ.l Delete this portion when Concrete Apron specified. LW- /s at /=0" - _ SONS SECTION B - B V2 bars (Shawn so//d) Vf bars (Shown dashed) B ------------ PLAN Culvert - _ _ I I Heo wo// Skew Angle rt- GENERAL NOTES All work shall be done in accordance with the DESIGN CRITERIA: Standard Spec/f/col/ons applicable to the project. Culvert in trench on unyielding subgrode,orCulvert All concrete shall be Class A" (Box Culvert). untrenched on yielding foundation. For culverts on piles Or rock foundal/ens, special design wilt be required. A// construct;bn joints sho// be thoroughly c%oned before fresh concrele /s poured. Construct/on ioints shall be spaced of 35hwtmax. centers and shall exlend through the entire cross sect/on Of the Box Culvert. Splice quonti'/es for 1o091tudlnot bars are not included. DESIGN DATA: AASHTO, 1973, Unit Stresses: rs = 20, 000 psi fc = 1, 200 psi n = 10 LOADING DATA: Live Load - AASHTO, HS 20-44 Dead Load = Earth Load - 84/bs./cv ft. Equ/v Flu/d Pressure = 30lbs. /cu. ft. The minimum sp//ce length fbr common bar sizes shall be: BAR SIZE 44 #5 #6 97 #8 #g SPLICELENGTH 1'O' IL2' /=8' 213- 3'-0' 3-10- All exposed corners on concrete shall be chamfered DEPARTMENT OF HIGHWAYS II STATE OF COLORADO DIVISION OF HIGHWAYS ®OUBLB fCONCRI£T'E BOX CULVERT' Designed by J E S Approved by P.E. Made by JR B Bridge Engineer Checked by J R E Date: Sept. 9, f9T4