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HomeMy WebLinkAboutWEST MULBERRY STREET - Filed ST-STORM SEWER - 2004-04-29FEDERAL ROAD DIVISION PROD. NO. STANDARD M - 6 0 4 - D REGION IHM TOTAL NO W. 'HUM 9 COLORADO CAST IRON (JULY I, 1965) REVISIONS MANHOLE STEP R-I 7-23-68 Dept. Name. M.R.H. 3 /O — /B l`T /OBE JR I y 4 3 / Y {y2 3 5/bj � 4 Jp 14 98 This tiofo "Noll conform to the Specifications for "Nodular Iron Castings" ASTM Designation A 339 Grade 60-45-10 MILD STEEL MANHOLE OR INLET STFP Step shall be 314 Dio. st, bars conforming to Section the Standard Specifications ana saau be galvanized in accordance with ASTM Designation A 103. CAST IRON y� MANHOLE STEP � a�I /� 2 3 /4 \ 8R 74 This material shall conform to the Specifications for "Nodular Iron Castings" ASTM Designation A 339 Grade 60- 45-10. GENERAL NOTES All work shall be done according to the Standard Specifications applicable to the project. Steps shall be included in the cost of "Manholes" or `Inlets", All dimensions shown in inches. R-I DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OFHIGHWAYS STEPS FOR MANHOLES AND INLETS Designed by:M.R.H Made bv: RPB. M-t)V9-U B� --36" 8' = 5-0" +-hoc 52/„ L-10'-0"— I L - 15'-0" 8" 36 409 409 409 A 1'; :? 601 503 503 503 36 I r 3Rods i 5Rods f Face of oce' i In /O' In 15' Curb In/et I In/et Ends of8CBeam, ---- --_— --- - ----- --- 3"c/r ce -Curb f 18 �30" 30" 301 301 Transition TO Slotion Gutter Pont One 1%*'dio. Rod in 5' In/et Caro Ga"er I TYPICAL ,PLAN VIEW Poy Length R-t B L-5' Cut or bend bars to clear Manhole. 409 601 503 Monho/e 8" 403 'a.. L - 10' -----5033,] Meet shape of norms/ DIRECTION 3" Each end Curb and Gutter hero. OF�FLpW Transition Gwer *See Channel Layout on Sheet 2. R-2 Curb a Gutter Poy Lengfh 8Na 4" BCB.S* 1 //2" 4" /B"Lo �r* R L -15 Flush with -�1 3" (.tub Face, Thrl.. o 409 -- 503-- 403 � 17. 401 0 401 L = 5 =-A/1 H 3"cb 11 ac I + H I5' 4011 401 _ _ 401 R�D407' R L=10'Or15�.-H� 5' L ; 9"oc. TYP. Sac o 407 o � ' 407 g 401 'r 403 403 403 --_ J 3"c/i 405 406 405 406 405 406 6"oc x 6"0.c. 6"oc x 6'o.c. I 6"ac. x R i SECTION A -A REGULAR INLET Lf10 L-1 ' 601 r —503�---502-1 — C_ —502 — 4- f R-2 SECTION A -A INLET WITH DROP BOX— H>51 IDARD M-604-R ( SHEET 1 OF 2 ) EEDENFI REGION DIVISIOSTANDARD M-604~R o*- vlU co oRno(SHEET 1 of2) No PROJ NO. sRNEOEr (JUNE 9, 1972) REVISIONS 1 R-D9-27-72 hrin/el Um/I Curb �� 4-23-74 'H lrom!/rnr//no pas/NonotCAa -7 �2 O" 4' 4" 6 yL� w 7* 501 408 51�ac J2"oc j cir. a"TYP/CAL wALL TT W%7gF/00I %2"PIP* Spacer e 40? 401 and Ise'101 id 9"o.J!'v.c 1-'--JJbc.-+ 403 d/a x 24" 9 o.c Go/v. Stee/ Rod 6'a.a L ­�3"x 31x %g"P/ate VCURB FACE ASSEMBLY Place Entire Assembly Before Pouring Concrete. R-2 r-409 3-411�J 11 "o. c. ( Dotted Bars are In Section d-d ) SECTIONS C-C � d - d —502 3'- 4" R-2 413 ope2% i Gutter 8"o.C. In/et Steps 503 bui/I in Ladder i 5!- o C. _ - - for a// H 2'- E 3" All around J- - '--406 `-405 6'o.c 6 oc. SECTION BB TYPICAL END VIEW DEPARTMENT OF HIGHW STATE OF COLORAD DIVISION OF HIGHWAYS GURB INLET T Y P E IR Designed by D 8. R. Aoproved by Made by ✓. R. 8.. Ass't. Staff Design Engine Checked by O.L. S. Dote: June9, 1972 R TABLE ONE - BAR LIST FOR CURB INLETS, TYPE R MARK !)IA In. o' c' Spacing TYPE ALL INLETS INLETS. H < 5' INLETS, H > 5' L = i 5' 10 15' 10 15 No.Req'd. I Length No.Req'd. Length No,Req'd. Length No.Req'd Length I No.Red'd Length 401 /l" II 15 # 21 # 26 1 # /1 I # 1/ X 402 //" 11 7 X /3 X 18 X 7 X 7 X 403 9" II X 4' O" # 4' O" # 4'-0' # 4' O" X 4'-0" 405 6" VI 11 6'- /0' 21 6'-10" 3/ 6'-10" 11 61 10" 1 J 6'-10 406 6" Vlll 7 8'-10"1 7 13'-10" 7 18'40" 7 8'--/0,11 7 8'-10" 407 %2" 9" II X 5110" # /0'-/0 # 15'/0" If 5-'10" X 5'-/0" 408 12" II 3 6'-O" 3 1/'-O" 3 /6'-O" 3 //'-0" 3 /6'-0" 409 8" II 6 51 /O" 6 /O'--/O" 6 151 /O" 6 /O'-/O" 6 15 10' 410 //" YII 3 X 3 # 411 //" II 3 5 2" 3 /O' 2" 412 //" II 3 2'-9" 3 2' 9" 413 9 II 7 /01/0" 7 15'--/0" 501 5%2" IV // 3'- 4" 22 3 4" 33 3'-4" 22 3 4" 33 3'- 4" 502 5/8" 5%Z' III // //'-5 22 1/'-5" 503 f 5%p' II 5 3'- 6" 16 3=6 27 3� 6" 6 3'--6" 6 3'-6" 601 3/4" 2%p" V 2 8'-10" 2 8-10, 2 8-10 2 8-10" 2 8�le 8C8.5 - 1 5' /O / lO=/O" 1 15' /O" l /O /O" / 15'-/0" r 2Bors,1 4190n,3 8B0r3,5Abds I - 4Ban,3Atxb 88on,5AWd, - 'r Variable, refer to Table TWO. 0 Include 18'No. 4 Bars (See Channel Layout Defoill. REGULAR INLETS See Curb Face Assembly on Sheet I and Channel Layout Details on this sheet. DROP BOX INLETS TABLE TWO r BARS AND QUANTITIES VARIABLE WITH R Length No. Re Id, o.Re ' • L = 5' L - 10' L = 15' Regular Oro Box 401 402 410 Cu.Yd.Conc, Lb. Steel Cu.Yd.Conc. Lb. Steel CuYd.Conc. Lb.Steel 40 407 403 4x O" 24, 1'- 8" 3.2 11 85 5.3 497 7.4 706 6" 3'-2" 2=2" /O 7 3.4 305 5.7 528 7.9 747 O" 3=8" 21--B" 12 9 .3.7 326 6.0 559 8.4 786 6" 4'21 3'-2" 12 9 3.9 1 334 6.4 571 8.8 803 3 B" 14 / ! 4.1 1 354 6.7 602 9.3 844 6" 5'-2" 4-2" 5L 5" 16 /3 15 6 4.4 375 6.0 1 607 7.5 840 /1" 16 13 16 6 4.6 382 6.2 616 7.7 850 6° 6'-2" 5'2" 4'-5" 18 IS /B 8 4.8 402 6.4 637 7,9 870 O" 6=8" 54" 4=11" 20 17 19 !O 5.0 423 6.6 654 8.1 887 S" 7-'2" 6=2" 1 5'5" 20 17 20 /O 5.3 430 6.9 664 8.4 897 9" 7' 8" 61,9111 5' 11" 22 19 22 12 5.5 451 7..1 684 8.6 917 7'-2* 1 6'--5" 24 21 23 14 1 5.7 471 7.3 702 8.8 934 84' 7-8" 6=11" 24 21 24 /4 1 6.0 479 7.6 711 9.1 944 i~ 9' 2" 8' 2-' 715" 26 23 26 /6 6.2 499 7.8 732 9.3 964 in 9'-8" 81--8" 7=11 " 28 25 27 18 6.4 520 8.0 749 9.5 1 982 28 25 28 18 6.7 527 8.3 759 9.8 99/ )~ ld- 9'-8" 8' 11" 30 27 30 20 6.9 547 8.5 779 10.0 /0/2 TYPE II T"PE III TYPE IV 44' t {� �y- B„ Length 31 �29" 2502 1 �y A 501 R-2 BAR BENDING DIAGRAMS r NOTE.- For L 5' L -10 and L"15. REGULAR INLETS: Tolo/ quant- ities needed are OUTSIDE of the heavy black line. DROPSOXINLETS.• Totalquant- Was needed are INSIDE of The heavy block line. -_ STANDARD M (SHEET 2) (JUNE 9, 1972) 604 R Cheekered Top Design r♦ I I I I �L -� r I f I I r--J �----� �----�--. TYPICAL MANHOLE COVER II � I I ' TYPICAL MANHOLE RING STEEL WEIGHTS DO NOT INCLUDE STRU CTURAL STEEL. 29r9 6i7�/„ 2' O%B you e T T TYPE V TYPE VI TYPE VII ---- r---J2=�1 20' 30" 601 405 Lop L Vor/es 410 i-42L- Ll Dimensions are Out -to -Out of Bar Weights: TYPE "I 210" 406 L ✓ar/es Cover = 125/bs. Ring = 135 lbs. TOTAL = 260 lbs. FEDERAL ROAD REGION NO DIVISION _ PROJ. NO. SHEET NO TOT. SHEE V III COLORADa _ - REVISIONS R-1 9-27-72 Revlslon dole on , A 4 -25-74 Re -cola Table. Gen J1bfe. Channel LayrJuts. k R-2 GENERAL NOTES Al/ work sho// be done in accordance with the Standard Specific Trion applicable to the project. All concrete shall be Class A. Concrete walls shall be formed on both sides and shall be B "thick. Inlet Steps sho/l be as shall be as shown on the applicable Division M"Stondord, Curb Face Assembly shall be galvanized after welding. Exposed concrete corners shall be beveled to alp rote. Curb and Gutter corners shall be finished to match the existing curb and gutter beyond the Transition Gutter. All reinforcing bars shall be togged with bar designotion and station number. Reinforcing bars shall be deformed and shall be of intermediate grade steel Dimensions and weights of Tyoicol Manhole Ring and Cover are nominal. AU bars shall be o minimum 2"clear. Since pipe entries into the inlet are variable, the dimens/ors shown are typical Actual d/menslons and quantifies for concrete and reinforcement shall be as required in the work. Ouant/t/es include volumes occupied by pipes. Struetural Steel shall be galvanized and shall conform to the requirements of Soot/on 509. P23 TWO No. 4 Bars hh4 1 • rOR 5' INLET 35 -35" ONE I%Z Hole 18" 5'-/ 1 29 FFOUR Na 4 Bars if o p o FOR !O'INLET 3 35' 30" 35' THREE leNobs 8f85 10' 10" TYPICAL S£CTIO AT HOLE rTI-171 . 22 �F4� 4� 22 42 /7" E/6NT No. 4 Ban 1 5 o Ij^ o _ a) rOR ,5' INLET �-35---�30-30-- }----30�30�35' F/VE lh Holes 1 /5'-!O" CHANNEL LAYOUT DETAILS DEPARTMENT OF HIGHWAY: STATE OF COLORADO DIVISION OF HIGHWAYS CURS INLET T Y P E R Designed by D B.R. Approved by , 1ipn........ Made by J.R.B. Asset. Staff Design Engineer Checked by O.L.S. Date: ✓me 9, 1972 D M-604-R (SHEET 2) STANDARD CURBS AND GUTTERS CONCRETE PAVEMENT (DRIVEWAYS) Width of Curb and Gutter Variable see Ions Driveway' 6 DETAIL OF CURB CUT FOR DRIVEWAYS For type and width of `Driveway, see Plans SVERSE CONTRACTION JOINT )NCRETE PAVEMENT (DRIVEWAYS) /8'ro I/4 nt material 1 1 B �l �- Y �k ci 6 joint required where length of slab exceeds 15 feet. STRUCTION OF CONCRETE TERS AT INTERSECTIONS I Combination Curb & Gutter Face of Curb Q i6"Thick1)m' Cof CONCRETE CURB n Concrete To be built when Conc required Gutter IS required Gutter R-4 CONCRETE SIDEWALK tSee Plans for Width Oslo 1/4" er foot A 4„ Curb a Gutter where regd. GUTTER Type 2 R-4 W"W"—Variable (SewPlans) R-4 /2 —- f2 CURB Type 4 CURB Type 4 (6" Barrier) (Section B) (6" Mountable) (Section M) (ED � OED 6" New �s T 12" e1'. Pavement 6" >; -;� Vex 12' bars_ 6n �ay:j a<9 Ee.A 6 bars I shales _t_ 6, o Present Concrete `WV shales ( 6 foot — Pavement - 6" (f f. t spacing)': 1�., yly': .�'...w'•`c'. �— .;.�*'!'spacing) We x 12' reinforcing bars at 6 foot spacing. Cost of installation to be included in unit price bid for Curb. Bars to be grouted in III eholes in present concrete. Grout to consist of 2 parts clean sand and I part cement. (,6' Barrier) Type 2 t CURB Type 2 (6 Barrier) (Section B) (6 Mountable) (Section M) 6"—� 6" MD Ryg.; 6" :.,#<� Roadway 6"Pavement f4• `1:;:�'1 MCP+•, 1'-0� CURB Type 6 (4" Mountable) (Section M) 4" area shall be poured monolithically with curb ter and paid for as Concrete Pavement of spec- R-4 'ckness. W "._� Pavement at Shoulder STANDARD M- 609-A FED. ROADSHEET rD. ROAD DIVISION PROJECT N0. (J U LY I, 1965) 9 COLO. CURB AND GUTTER Type 2 (6" Barrier- I' Gutter) (Section I B) LEGEND FOR RADII A _ I/8' C = IV2' D = I Yim to 2' CURB AND GUTTER Type 2 (6" Mountable - I' Gutter) (Section I M) M�- 4"-•— C." I...----- 1'-n"— - OSlope in opposite direction when required to fit field conditions. 1110 CURB AND GUTTER Type 2 (6" Barrier- 2' Gutter) (Section Il'B) M CURB AND GUTTER Type 2 (6" Mountable - 2' Gutter) (Sect,ion IIM) R-4 REVISIONS II-16-65 Subtitles i R.H 2- 14 -66 General Notes. 7-19-68 De t. Nome and Rev, Gsn'I. N t M.R.H. 5-21-69 Provide vanable width on coot. qir. M.R.H. 5- 7-71 Add class8}oconc.inGen.Note CURB AND GUTTER (Type 2) K' Mountable with Sidewalk) (Section MS) GENERAL NOTES All work shall be done in accordance with the Standard Specifications applicable to the project. On Curves 3 degrees and sharper, Curbs and/or Gutters are to be placed on the Arc of the Curve unless otherwise noted on plans. A maximum chord length of 10 feet may be used when the iegree of curve is less than 3 degrees. Expansion joints shall be installed between concrete curb and any fixed structure, sidewalk or away fill bridge. Expansion joint material sholl be V2" thick and shall extend the full depth of contact surface. slope Concrete shall be Class A, 8 or D. SIDEWALK EXPANSION JOINT %1/4" Preformed Joint Material DEPARTMENT OF HIGHWAYS STATE OF COLORADO DIVISION OF HIGHWAYS CURBS AND GUTTERS ueslgnea by k,',7 Approved by Made by t4e_) I Staff Design EnaE