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Home My WebLink About20170239 Ver 1_410 Structure Plans SITE 7 Triple Barrel Culvert 11 by 9 - Culverts_20180325 (2)+ � BENCH MARK #6o RAILROAD SPIKE IN BASE OF 18" POPLAR, 208' LEFT STA 103+58, ELo 593011 \ \ � A I � � II WOODS \ � z 45'-0" � —L— N � m � � � 0 � 1 � ,I �' � : \ 1. I � • �--c: LOCATION SKETCH 50'-0" -L- WOODS 130 ° —00'-00" PROPOSED TRIPLE 11' X 9' RCBC PROPOSED GUARDRAIL (ROADWAY DETAIL & PAY I TEM) WOODS FOR UTILITY INFORMATION, SEE UTILITY PLANS AND � SPECIAL PROVISIONS. I__________________________ ____— __— __— _ _ — — — EL. 580.0 ± ____— EL. 579eo ± EL. 578.0 ± EXISTING GRO ND INE ASSEMBLED BY : A. SORSENGINH pATE : 4/2014 CHECKED BY : S. B. WILLIAMS pATE : 4�2014 DESIGN ENGINEER OF RECORD: A. SORSENGINH pATE : 4�2014 20'-0" 35'-0" NOTES ASSUMED LIVE LOAD ----------HL-93 OR ALTERNATE LOADING. DESIGN FILL----------------- 6.42' FOR OTHER DESIGN DATA AND NOTESoSEE STANDARD NOTE SHEET. 3"� WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONSo CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDER; 1.WING FOOTINGS AND FLOOR SLAB INCLUDING 4" OF ALL VERTICAL WALLS. 2.THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL HEIGHT FOLLOWED BY ROOF SLAB AND HEADWALLS. THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL. DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL EMBEDDED IN BARREL ARE SHOWN ON WING SHEET. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED IN THE BARREL,SPACED TO LIMIT THE POURS TO A MAXIMUM OF 70 FT.LOCATION OF JOINTS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. AT THE CONTRACTOR'S OPTION,HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN THE INTERIOR FACE OF EXTERIOR WALL ABOVE LOWER WALL CONSTRUCTION JOINT.THE SPLICE LENGTH SHALL BE AS PROVIDED IN THE SPLICE LENGTH CHART SHOWN ON THE PLANS.EXTRA WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR. AT THE CONTRACTOR'S OPTION HE MAY SUBMIT,TO THE ENGINEER FOR APPROVAL, DESIGN AND DETAIL DRAWINGS FOR A PRECAST REINFORCED CONCRETE BOX CULVERT IN LIEU OF THE CAST—IN—PLACE CULVERT SHOWN ON THE PLANS. THE DESIGN SHALL PROVIDE THE SAME SIZE OF BARREL AS USED ON THE CAST—IN—PLACE DESIGN. FOR OPTIONAL PRECAST REINFORCED CONCRETE BOX CULVERT,SEE SPECIAL PROVISIONS. STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED CONSTRUCTION JOINT AT THE CONTRACTOR'S OPTION.EXTRA WEIGHT OF STEEL DUE TO THE SPLICES WILL BE PAID FOR BY THE CONTRACTOR. TOTAL STRUCTURE QUANTITIES CLASS A CONCRETE BARREL (� 3•378 CY/FT 573.4 C.Y. WINGS, ETC. 46•5 C.Y. SILLS 1.6 C.Y. TOTAL 621.5 C.Y. REINFORCING STEEL BARREL 71.561 LBS. WINGS, ETC. 2,516 LBS. TOTAL 74q�77 LBS. FOUNDATION CONDITIONING MATERIAL 475 TONS CULVERT EXCAVATION LUMP SUM 20,_0„ _�_ 25,_0„ _— _- _- _- �— _— �— — �� ,— � — � EL. 584.0 ± �� — .— �— • — � EL. 583.0 ± .— �— — � EL. 582.0 ± _— _— _- _- _- ELa �V�eo± �L PROFILE ALONG � CULVERT I HEREBY CERTIFY THESE PLANS ARE THE AS—BUILT PLANS 16-MAR-2017 09:09 K:\S tructures�Plans\Culver tl\U3109A_SD_CU.dgn kalford FoAa PROJECT NOoa STP-0119(9) THE CONTRACTOR SHALL PROVIDE INDEPENDENT ASSURANCE SAMPLES OF REINFORCING STEEL AS FOLLOWS:FOR PROJECTS RE�UIRING UP TO 400 TONS OF REINFORCING STEEL,ONE 30 INCH SAMPLE OF EACH SIZE BAR USED,AND FOR PROJECTS RE�UIRING OVER 400 TONS OF REINFORCING STEEL,TWO 30 INCH SAMPLES OF EACH SIZE BAR USED.THE BARS FROM WHICH THE SAMPLES ARE TAKEN MUST THEN BE SPLICED WITH REPLACEMENT BARS OF THE SIZE AND LENGTH OF THE SAMPLE, PLUS A MINIMUM LAP SPLICE OF THIRTY BAR DIAMETERS. PAYMENT FOR THE SAMPLES OF REINFORCING STEEL SHALL BE CONSIDERED INCIDENTAL TO VARIOUS PAY ITEMS. A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILL FACE OF THE WING COVERING THE ENTIRE LENGTH OF THE EXPANSION JOINT. FOR SUBMITTAL OF WORKING DRAWINGSoSEE SPECIAL PROVISIONS. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS. FOR CULVERT DIVERSION DETAILS AND PAY ITEM,SEE EROSION CONTROL PLANS. FOR CONSTRUCTION SE�UENCE,SEE EROSION CONTROL PLANS. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM OR FLOOD PLAIN AT THE PROJECT SITE DURING CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL IN THE HIGH FLOW CULVERT BARREL(S). IF RIP RAP IS USED TO LINE THE HIGH FLOW CULVERT BARREL(S),NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. DO NOT SET ELEVATION OF HIGH SILL ABOVE BANK FULL. HYDRAULIC DATA DESIGN DISCHARGE = 1420 CFS FRECIUENCY OF DESIGN FLOOD = 50 YRS. DESIGN HIGH WATER ELEVATION = 582.40 DRAINAGE AREA = 2.08 S�. MI. BASE DISCHARGE (C1100) = 1700 CFS BASE HIGH WATER ELEVATION = 583.39 OVERTOPPING FLOOD DATA OVERTOPPING DISCHARGE = 2570+ CFS FREQUENCY OF OVERTOPPING FLOOD = 500+ YRS. OVERTOPPING FLOOD ELEVATION = 586.80 � � OVERTOPS PROPOSED ROADWAY AT STA.98+00 —L— GRADE DATA GRADE POINT ELEVATION C� STA.96+88.00 —L— BED ELEVATION C� STAo 96+88000 —L— ROADWAY FILL SLOPES = 587.39' = 571.43' = 2:1 �,,,,,.,��.,,,,,� ,��..0�.�� CARO��y,�� :�, ? ��v ��' � ,,�L . ,Q : ' SEAL _ : = = 29441 = .: .: :�; . . � �. %,�,rSF!�G�N�; �o�: . . "°°�% :: W ��.o� �o DocuSigned by: ��'' ��il F245838930BF40E... 3/16/2017 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJEC T N0. U- 310 9 A ALAMANCE CouNrY STATION� 96+88�00 -L- SHEET 1 OF 5 CULVERT N0.437 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH TRIPLE 11 FTo X 9 FT� CONCRETE BOX CULVERT 130° SKEW REVISIONS BY: DATE: N0. BY: STD. N0. CB443A DATE: SHEET N0. C1-1 TOTAL SHEETS 5 + � � �a �� r m r mo p Y U Y = W V _ U � �� m m �, � �, � 1 � m ^" .� > �o ,'� Z p Z W 3 N Q H � � 0 W W � � ROADWAY FILL SLOPE 2e1 — 1,_3„ o� �.-.: � WING SLOPE FOR 2s1 FILL I I I � O I 3-#8 S1 BARS I I �-1----- � I W1 M e `��3-#8 S1 BARS SEE ROADWAY PLANS FOR ROADWAY WIDTH � -L- z #4 B2 BARS Ca� 6�/2"" CTS. @�„�o � H FILL FACE cn a~'- � • U �zw #4 B1 BARS C� 1'-0"CTS. m ��--��' STREAM FACE '-' = z-' � U O�W .� O � Q N O # ,� _ Na m �% I � — � i.o ROADWAY FILL SLOPE 2:1 1'-3" 4-#5 G1 BARS 3„ C� 3" C T S. HEADWALL 3„ �. _...,,, ,- . _ � �i�� .� � �0 3-#8 S1 BARS �� @ Q � CONST. JT. 6" GRADE 0.58% N w w . c.� a� a #4 B3 BARS C� 1'-0" CTS. m `,-' ; EACH FACE STAGGERED ELEV. 571.43 c..� o w Q N U # � CONST. JT. � •�� i� � — I ` 3" QS WEEP HOLES Ca) 10'-0" ± CTS. � INTERIOR WALL EXTERIOR WALL CULVERT SECT ION NORMAL TO ROADWAY I 7 i�2„ #5 A101 BARS ETC. c� 7�/2" CTS.- BOTTOM OF ROOF SLAB (2 BARS PER MARK) I 6��2�� #4 A301 BARS ETC. C� 6�/2" CTS. TOP OF ROOF SLAB (3 BARS PER MARK) � #4 A1 BARS C� 6�/2" CTS. CORNER BARS EACH EXTERIOR WALL (SEE BARREL SECTION) � � . . . #5 A100 BARS C� 7�/2" CTS. BOTTOM WING SLOPE FOR 2:1 FILL c9 I I I O O � 3-#8 S1 BARS � I I -----�--� � I OF ROOF SLAB #4 A300 BARS Ca� 6�/2" CTS. TOP OF ROOF SLAB � (2 BAR RUN) ` ` -�- � � � _L _ � � �� ---- -__ � ---------------- ------ - ---- ---_ --------------------- ------- --------- 4- #5 G1 BARS C� 3" CTS. m , '� �, IN HEADWALL N J 1-- (n J � �� U W � � N O � � � o a m �l',y o o @ � oo a s,l'�� Q ap N � _ (% � o Q � � 9�,F` 9� � � �o m o `-'-� � S 6'/� .� .-� �- i O p U �- � �� j, i6. ,, Q O �� O � �� Q � �� — — — — — — — — — — — — — — — — — — — — — — — p �� ------------ — �T-------- N � 9� ,L�• -- ------- ---�-------- Q �S J ti - ------- - --------- m � CULVERT BARREL�� 3- #8 S2 BARS C� 5" CTS. BOTTOM OF ROOF SLAB � U � � SYMM. ABOUT � CULVERT z O H H U w N � ----------- � — — — — — — — — — — — °°------------- w-------------- w � PAR T PL AN - ROOF SL AB C � c �s � 16-MAR-2017 09:21 K:\Structures\Plans\Culver tl �U3109A_SD_CU.dgn kalford 50,_5��q„ 0 v � � O .-� .� 0 � LENGTH OF CULVERT= 169'-9" �4 A2 BARS C� 6�/2" CTS.-CORNER BARS EACH EXTERIOR WALL-SEE BARREL SECTION I � � �- - #4 B1 BARS C� 1'-0" CTSe - STREAM FACE #4 B2 BARS (� 6�/2" CTS. - FILL FACE 0 0 � STA.96+88.00 -L- z' O H � U W � J W � �' a m W W N � � a m U Q� �_ 85,_3„ ;. INLET END ELEVAT ION NORMAL. TO SKEW 3# S2 BARS C� 5" CTS. . TOP OF FLOOR SLAB #5 A200 BARS Ca� 7" CTS. TOP OF FLOOR SLAB _� 7'_� #5 A201 ETC. BARS C� 7" CTS. TOP OF FLOOR SLAB #5 A400 BARS C� 6�/2" CTS. BOTTOM OF FLOOR SLAB (3 BARS PER MARK) ;4 A401 ETC. BARS C� 6�/2" CTS. BOTTOM OF FLOOR SLAB (3 BARS PER MARK) 6 �/2 ""J PART PLAN - FLOOR SLAB I HEREBY CERTIFY THESE PLANS ARE THE AS-BUILT PLANS — 135 ° -00'-00" (TYP. EA. HEADWALL) ,,��IIt1��,, o CA � .�°�oc�� "!?O��y�'�. :�, ? ��v ��' � ,,�L • �Q � ' SEAL : = = ' 29441 = . : . : :�; • . � �• %,�, j�SF!I'GINEF; �'p�: . . �''°- ::.;�;,,.p, °' DocuSigned by: �� F245838930BF40E.. 3/16/2017 PROJEC T N0. U- 310 9 A ALAMANCE CouNTY STATION: 96+88�00 -L- SHEET 2 OF 5 STD. N0. CB443 , 1,—�.. N �WEL (TYP.) AT A SPACING OF 4'-0" 2 LAYERS OF 30 LB. ROOFING FELT TO PREVENT BOND (TYP.) + SECTION THROUGH SILL � DOWELS MAY BE PUSHED INTO GREEN CONCRETE AFTER SLAB HAS BEEN FLOAT FINISHED. BAR TYPE �--� N a Q VERTICAL LEG o �� N r, 6" R. —� ,, A1 1"-7��2"" �\� A2 1'-7�/2„ BAR DIMENSIONS ARE OUT TO OUT SPLICE LENGTH CHART BAR SIZE LENGTH A200 #5 1'-9" A300 #q 1'-5" A400 #5 1'-9" B1 #4 1,_5„ B3 #4 1,_5„ C1 #q 1'-11" PLAN OF SILL LOCATION 1'-6" 3—#6 D1 (� 4'-0" CTS. 11�_0�� ELEVATION CULVERT SILL DETAILS LOOKING UPSTREAM ASSEMBLED BY : A. SORSENGINH pATE : 4/2014 CHECKED BY : S. B. WILLIAMS pATE : 4�2014 DESIGN ENGINEER OF RECORD: A. SORSENGINH pATE : 4�2014 1'-6" 0 � N BAR A100 A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 Alll A112 A113 A114 A115 A116 A117 A118 N0. SIZE TYPE LENGTH WEIGHT BAR 215 #5 STR 35'-3" 7905 A119 4 #5 STR 34'-0" 142 A120 4 #5 STR 32'-9" 137 A121 4 #5 STR 31'-6" 131 A122 4 #5 STR 30'-3" 126 A123 4 #5 STR 29,_p„ 121 A124 4 #5 STR 27'-9" 116 A125 4 #5 STR 26'-6" 111 A126 4 #5 STR 25'-3" 105 4 �5 STR 24'-0" 100 A200 4 #5 STR 22'-9" 95 A201 4 #5 STR 21'-6" 90 A202 4 #5 STR 20'-3" 84 A203 4 #5 STR 19'-0" 79 A204 4 #5 STR 17'-9" 74 A205 4 #5 STR 16'-6" 69 A206 4 #5 STR 15'-3" 64 A207 4 #5 STR lq,_p„ 58 A208 4 �5 STR 12'-9" 53 A209 A210 A211 A212 A213 16-MAR-2017 09:22 K:\S tructures�Plans\Culver tl\U3109A_SD_CU.dgn kalford BAR SCHEDULE NOo SIZE TYPE LENGTH WEIGHT BAR N0. SIZE TYPE LENGTH WEIGHT BAR 4 #5 STR 11'-6" 48 A214 6 �5 STR 10'-9" 67 A400 4 #5 STR 10'-3" 43 A215 6 #5 STR 9'-0" 56 A401 4 #5 STR 9'-0" 38 A216 6 #5 STR 7'-3" 45 A402 4 #5 STR 7'-9" 32 A217 6 #5 STR 5'-6" 34 A403 4 #5 STR 6'-6" 27 A218 6 #5 STR 3'-9" 23 A404 4 #5 STR 5'-3" 22 A219 6 #5 STR 2'-0" 13 A405 4 #5 STR 4'-0" 17 A406 4 #5 STR 2'-9" 11 A300 496 #4 STR 18'-4" 6074 A407 A301 12 #4 STR 17'-9" 142 A408 230 #5 STR 35'-3" 8456 A302 12 #4 STR 16'-11" 135 A409 6 #5 STR 33'-6" 210 A303 12 #4 STR 16'-1" 129 A410 6 #5 STR 31'-9" 199 A304 6 #4 STR 28'-9" 115 A411 6 #5 STR 30'-0" 188 A305 6 #4 STR 27'-1" 109 A412 6 #5 STR 28'-3" 177 A306 6 #4 STR 25'-6" 102 Aq13 6 #5 STR 26'-6" 166 A307 6 #4 STR 23'-10" 96 A414 6 #5 STR 2q'-9" 155 A308 6 #4 STR 22'-3" 89 A415 6 #5 STR 23'-0" 144 A309 6 #4 STR 20'-7" 82 A416 6 #5 STR 21'-3" 133 A310 6 #4 STR 19'-0" 76 A417 6 �5 STR 19'-6" 122 A311 6 #4 STR 17'-4" 69 A418 6 #5 STR 17'-9" 111 A312 6 #4 STR 15'-9" 63 A419 6 #5 STR 16'-0" 100 A313 6 #4 STR 14'-1" 56 A420 6 #5 STR 14'-3" 89 A314 6 #4 STR 12'-6" 50 6 #5 STR 12'-6" 78 A315 6 #4 STR 10'-10" 43 A1 A316 6 #4 STR 9'-3" 37 A2 A317 6 #4 STR 7'-7" 30 A318 6 #4 STR 6'-0" 24 B1 A319 6 #4 STR 4'-4" 17 B2 A320 6 #4 STR 2'-9" 11 B3 8" 11'-0" 6�� C1 BARS C� 1'— 0" CTS. 2"HIGH BEAM BOLSTERS ( B.B.) C� 3'-0" CTS. A1 BARS � � A300 BARS �1 � vi � U O � o � o ;� � � I � � O � N � Q m .--� U 2" CL. 4" TYP. 2"CL. A100 BARS � 5%4" H I GH C.H.C.U. B1 BARS B2 BARS 3" P� � WEEP HOLES 35`-8" CONST. JTs � ALL CONTINUOUS HIGH CHAIR UPPER � l.i � I—I e l.. � U a� ``�/ 3/ O// CTS. � ,J" HIGH l..s�al..�lJ• N I �� A200 BARS �OI v � a ~ J ~ A2 BARS � �' 6" A400 BARS C1 BARS C� 1'— 0" CTS. 2" CL. ,, . 6 � 2" CL. �B3 BARS 1'— 0" 5'-6" N I U I a N J U 0 N w � � U w C7 O � Q � � N (n @ � w N U � a a '1 m = .--� U U Q W PERMITTED CONST. JT. RIGHT ANGLE SECTION OF BARREL THERE ARE 130 "C" BARS IN SECTION OF BARREL. (7 BAR RUN) i I �— � CULVERT (BARRELS �� SYMM. ABOUT � THIS LINE) �,,,,,.,��.,,,,,� o CA � .�°�oc�� "!?O��y�'�. :�, ? ��v ��' � ,,�L ' ;Q � ' SEAL . = 29441 = .: .: :�: . . � ,. -.,,,�sF�� o�: . . "°°� % :: W ��o� �o DocuSigned by: ��' �� F245838930BF40E.. 3/16/2017 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N0. SIZE TYPE LENGTH WEIGHT 248 #5 STR 35'-3" 9118 6 #5 STR 33'-7" 210 6 #5 STR 32'-0" 200 6 #5 STR 30'-4" 190 6 #5 STR 28'-9" 180 6 #5 STR 27'-1" 169 6 #5 STR 25'-6" 160 6 #5 STR 23'-10 149 6 #5 STR 22'-3" 139 6 #5 STR 20'-7" 129 6 #5 STR 19'-0" 119 6 #5 STR 17'-4" 108 6 #5 STR 15'-9" 99 6 #5 STR 14'-1" 88 6 #5 STR 12'-6" 78 6 #5 STR 10'-10" 68 6 #5 STR g�-3�� 58 6 #5 STR 7'-7" 47 6 #5 STR 6'-0" 38 6 #5 STR 4'-4" 27 6 #5 STR 2'-9" 17 628 #4 1 q,_8„ 1958 628 #4 1 q,_4„ 1818 340 #4 STR 10'-4" 2347 628 #4 STR 8'-4" 3496 680 #4 STR 10'-4" 4694 �i� • � ��'.Z:�� : � �-__ _ �0�� • � �-__ _ � : �'�� • �� S1 � 12 �#8 � STR � 49'-11" � 1599 REINFORCING STEEL = 71,561 LBS PROJEC T N0. U- 310 9 A ALAMANCE CouNrY STATION� 96+88�00 -L - SHEET 3 OF 5 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH TRIPLE 11 FTo X 9 FT� CONCRETE BOX CULVERT 130° SKEW REVISIONS BY: DATE: N0. BY: DATE: SHEET N0. C1-3 TOTAL SHEETS 5 + � � 3-#4 Z4 3-#5 Z3 �" 3-#5 7� �-#5 71 � � PL AN W2 3-#4 V4 3-�4 V3 3" 3-#4 V2 2-#4 V1 "V" BARS C� 1'-0" CTS. � 1" EXP. JT. MATERIAL � � 2-#4 H5 + ;�, V 4 LCl V CONST. JT. H3 H2 --- --- - H1- N4 N3 N2 � � - - � � - � � � - - � � - � � o � i � � 3-#4 N4 3-#5 N5 3" 3-#6 N2 2-#6 N1 "N" BARS C� 1'-0" CTS. ELEVATION W2 ASSEMBLED BY : A. SORSENGINH DATE : 4/2014 CHECKED BY : S. B. WILLIAMS DATE : 4/2014 DRAWN BY : CCJ 01/00 CHECKED BY : RWW 03/00 H4 (TYP.) V1 N1 � S1� I '' .2� 2 � S1 BARS FLOOR SLAI N � _ _ v � �# � � � N ,__, = M _ v � # , # � N �-#5 75 �-#5 7h 5-#5 77 S-#5 7A 5-#4 79 5-#4 71n �„ ti _ v � � N �o _ v � � � PLAN W1 �-#4 V5 5-#4 Vti 4-#4 V7 4-#4 VF� 4-#4 V9 4-#4 V1n 4-#4 V11 �„ � ♦�^�ii gHl\J \YJ 1'—O' l.. 1 Ja IV ELEVAT ION W1 K:\Structures\Plans\Culvertl\U3109A_SD_CU.dgn BAR TYPES ALL BAR DIMENSIONS ARE OUT TO OUT. 2 3 ,, 2' i 6" RAD. / : Z1 Z2 Z3 Z4 Z5 Z6 Z7 Z8 Z9 Z10 Z�Z�Z�Z�Z�Z�Z�z�Z�Z�Z :N � �N � � � � � � � � � \ � � ti N rn �n �� v ti�� v i i i i , � i i �' � i a� oo ��n a, m ao i` ��o in 6,_2„ 5'-1" q,_�„ 2'-11" 6'-3" 5, _ 7„ 4'-11" q,_3„ 3'-6" 2'-10" 10" I 2"CL. 2 ��. 'i�- . "V" BARS— � U STREAM � FACE� � @ � � a m ? Q CONST. # JT. "N" BARS FILL �FACE . J U O � „Z„ gARS '� �.� j HK. �„ T„ g A R S ��v�•v�CA �,.,,��,. ( T Y P. ) `° �N R� '' ,,, o� . ... . �,y .. ; �. Fssio • q --, . ; �� •• . . .Q : " SEAL . : = 29441 : :� �. -��. c �' � ' F�'GII�� . ��. �•,��,1'STY �W. � a�-�O°,,. TYPICAL WING -....,,,,,,,,,.,, S E C T I 0 N DocuSigned by: 16-MAR-2017 09:23 kalford BILL OF MATERIAL BAR N0. SIZE TYPE LENGTH WEIGHT H1 16 #4 STR 8'-7" 92 H2 4 #4 STR 5'-8" 15 H3 4 #4 STR 2'-6" 7 H4 28 #4 1 3'-3" 61 H5 4 #4 STR 9'-6" 25 H6 16 #4 STR 24'-1" 257 H7 4 #4 STR 16'-9" 45 H8 4 #4 STR 8'-10" 24 H9 28 #4 2 3'-3" 61 H10 4 #4 STR 24'-6" 65 �0�0 � �0�0 ' : : �0�0 ' � �0�0 . : . �0�0 � . ��0 � � � � �0 ' � : : : �0 ' � � ' �0 ' ' � � ' �0 � � : 00 • � � S1 I 12 I#6 I STR I 6'-0" I 108 T1 6 #5 STR 10'-6" 66 T2 6 #5 STR 26'-0" 163 V1 4 #4 STR 9'-1" 24 V2 6 #4 STR 7'-8" 31 V3 6 #4 STR 6'-3" 25 V4 6 #4 STR 4'-10" 19 V5 4 #4 STR 9'-5" 25 V6 10 #4 STR 8'-6" 57 V7 8 #4 STR 7'-9" 41 V8 8 #4 STR 7'-0" 37 V9 8 #4 STR 6'-3" 33 V10 8 #4 STR 5'-6" 29 V11 8 #4 STR 4'-9" 25 Z1 4 #5 4 6,_9„ 28 Z2 6 #5 4 5'-8" 35 Z3 6 #5 4 4'-7" 29 Z4 6 #4 4 3'-5" 14 Z5 4 #5 4 6'-10" 29 Z6 10 #5 4 6'-2" 64 Z7 10 #5 4 5'-6" 57 Z8 10 #5 4 4'-10" 50 Z9 10 #4 4 4,_0„ 27 Z10 10 #4 4 3'-4" 22 REINFORCING STEEL 2516 LBS FOR 4 WINGS CLASS A CONCRETE 4 WINGS 36.1 CY 2 HEADWALLS 4•7 CY 2 END CURTAIN WALLS 5.7 CY TOTAL 46•5 CY PROJEC T N0� U- 310 9 A AL AMANCE COuNTY STAT ION: 96+88000 -L - HEET 4 OF �� F245838930BF40E.. 3/16/2017 N( DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED 5 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH STANDARD WINGS FOR CONCRETE BOX CULVERT H = 9'-0" SLOPE = 201 BY: 135° SKEW REVISIONS SHEET N0. DATE: N0. BY: DATE: C 1-4 STDe NOe CW4509 TOTAL SHEETS 5 � � LOAD AND RESISTANCE FACTOR RATING CLRFR� SUMM ARY FOR REINFORCED CONCRETE BOX CULVERTS STRENGTH I LIMIT STATE MOMENT SHEAR � � N w � � � � � � m o � o o � � � C� C 7 � J � � LL } ~ � LL � ZZ U X � U lip U �p � � H H Q ��' Q 4- Q ��' Z J� li � Q I..� W p I..� W p J Q � (n � U f-- J E- O� �C.� �� C� O Z ZwZ C.� O Z ZwZ Z � c� _� � �z � o z z w a w z z w a w w W H C'Z H 0 h-�H (n W� I-I � W H�� h-� � W �� 2 H Z Q Z I-- ^ Z � U � X w� (n l.►_ �y,J I- X Ly,J � V) L,L, W � W W W� 00 HQ� O HQ Q O Jy' HWJ Q O J�' �--�WJ O J � ��. UJ ��.� I- JL.� � m WH OJW � m WH �JW U HL-93 (INVENTORY) N/A lU 1.16 -- 1.75 1.16 1 TOP SLAB 5.25 1.26 1 TOP SLAB 10.67 DESIGN HL-93 (OPERATING) N/A 1.50 -- 1.35 1.50 1 TOP SLAB 5.25 1.63 1 TOP SLAB 10.67 LOAD RATING HS-20 (INVENTORY) 36.000 U2 1.46 52.64 1.75 1.55 1 TOP SLAB 5.25 1.46 1 TOP SLAB 10.67 HS-20 (OPERATING) 36.000 1.90 68.23 1.35 2.01 1 TOP SLAB 5.25 1.90 1 TOP SLAB 10.67 SNSH 13.500 2.76 37.20 1.40 2.82 1 TOP SLAB 5.25 2.76 1 TOP SLAB 10.67 SNGARBS2 20.000 2.51 50.15 1.40 2.63 1 TOP SLAB 5.25 2.51 1 TOP SLAB 10.67 w � SNAGRIS2 22.000 2060 57.25 1.40 2.60 1 BOT CORNER WALL g,69 2.64 1 TOP SLAB 10.67 _ SNCOTTS3 27.250 U3 1.45 39.41 1.40 1.45 1 TOP SLAB 5.25 1.56 1 TOP SLAB 10.67 w ,-. » � J" SNAGGRS4 34.925 1.66 57.82 1.40 1.71 1 TOP SLAB 5.25 1.66 1 TOP SLAB 10067 � H SNS5A 35.550 1.63 57082 1.40 1.63 1 TOP SLAB 5.25 1.63 1 TOP SLAB 10.67 � SNS6A 39.950 1.62 64.71 1.40 1.63 1 TOP SLAB 5.25 1.62 1 TOP SLAB 10.67 LEGAL SNS7B 42.000 1.57 66.05 1.40 1.69 1 TOP SLAB 5.25 1.57 1 TOP SLAB 10.67 LOAD RATING w TNAGRIT3 33.000 2030 75.76 1.40 2.30 1 BOT CORNER WALL 9,69 2.48 1 TOP SLAB 10.67 J � TNT4A 33.075 1.72 56.81 1.40 1.72 1 TOP SLAB 5.25 1.85 1 TOP SLAB 10.67 � ,', TNT6A 41.600 1.59 66.35 1.40 1.72 1 TOP SLAB 5.25 1.59 1 TOP SLAB 10067 v� TNT7A 42.000 1072 72.26 1.40 1.80 1 TOP SLAB 5.25 1•72 1 TOP SLAB 10.67 N �� TNT7B 42.000 1.65 69.33 1.40 1.65 1 TOP SLAB 5.25 1•67 1 TOP SLAB 10.67 U � TNAGRIT4 43.000 1.64 70.66 1.40 1.64 1 TOP SLAB 5.25 1.77 1 TOP SLAB 10.67 � Y TNAGT5A 45.000 1.68 75.58 1.40 1.68 1 TOP SLAB 5.25 1e77 1 TOP SLAB 10.67 U � � TNAGTSB 45.000 1.70 76.72 1.40 1.72 1 TOP SLAB 5.25 1.73 1 TOP SLAB 10.67 11'-0" (TYP.) O � � 16-MAR-2017 09:25 K:�Structures�Plons�Culvertl\U3109A_SD_CU.dgn kolford :� BOX 2 LRFR SUMMARY BOX 3 LOAD FACTORSo DESIGN LOAD RATING FACTORS LOAD TYPE MAX MIN FACTOR FACTOR DC 1.25 0.90 DW 1.50 0.65 EV 1.30 0.90 EH 1.35 0.50 OR 0.90 ES 1.35 0.50 OR 0.90 LS 1.75 -- WA 1.�� NOTEo RATING FACTORS ARE BASED ON THE STRENGTH I LIMIT STATE. COMMENTSe 1. 2a 3. 4. � CONTROLLING LOAD RATING lO DESIGN LOAD RATING (HL-93) O2 DESIGN LOAD RATING (HS-20) O3 LEGAL LOAD RATING � � �� SEE CHART FOR VEHICLE TYPE ��,,,, o°��'�� • � AR�I�, y''. . .�' ��: �ES$/p ' q ''. •' ; � �'• �: • :Q = ' SEAL ' - = 29441 = : � : : . � :, ..� � ',� ' F'�GINE�� . . �; , . S F��-��• ��'�•.; Y �W. � a ;o`°� �•,,n��n•••. DocuSigned by: ��' �� F245838930BF40E.. 3/16/2017 PROJEC T N0� U- 310 9 A ALAMANCE CouNTY STATION: SHEET 5 OF 5 96+88000 -L - STDa NOo LRFRS