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Home My WebLink About20140110 Ver 2_More Info Received_20140630• .� . • .. C � � _ � � � � � � 0 � � N � / � C o� � � � 0 � � � � � � � � � � 0 � 0 � � � � � � U � � � � � N Lf� O 0 O / � W � 0 � m .. z O � > o� �� oo� N�� O �-r' z °- N/C � oo� �� • � • � � ., � r, � �� N M O N � � THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • DETOUR ROUTE TO LIBERTY � � �� LOCATI01�: BRIDGE 1�0. 000152 01� SR 2307 (STALEY STORE RD) OVER 11tORTH PR011tG CREEI� T YPE OF WORI�: GRADII�G, DRAII�A GE, PA VI1�G A1�D C UL T�ER T BEGIN CULVERT —L— STA. 12 + 18 . 3 8 SR 2307 (STALEY STORE RD.) BEGIN PROJECT -L- STA. 10 + 75.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. �� G� �G Q� ��/ �0 , END CULVERT —L— STA. 12 + 43.63 I �� r _� �.:.. _ -- � END TO SR 23�$ A�/ SHOP R� •1 (HINSH P ROJ E CT -L- STA. 14 + 00.00 INCOMPLETE PL�NS DO NOT USE FOR R�W ACQUISITION PI�ELIMINARY PLANS D� NOT USE F�R CONSTRUCTI�N GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH Pre,00red for: STRUCTURES E1�GII�EER 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2Ol 3= 1000 Voice: (919) 732-3883 Fax:(919)732-6776 50 25 0 50 l00 T= 6 %* LENGTH ROADWAY PROJECT = 0.058 MILES DESIGNANDENGINEERINGSERVICES www.summit-engineer.com �� FIRM NO. P-0339 �� 2012 STA11iDARD SPECIFICATIONS ! � PLANS V= 50 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES � °�� * TTST = 3% DUAL 3% TOTAL LENGTH PROJECT = 0.062 MILES SIGNATURE: P.E. � � 50 25 0 50 100 FUNC CLASS = RIGHT OF WAY DATE: TRACY N. PARROTT, PE � � PROJECT ENGINEER � LOCAL RURAL APRIL 23, 2013 �� PROFILE (HORIZONTAL) SUB—REGIONAL TIER �� l0 5 0 l0 20 1�CDOT C011lTACT: VIRGINIA MABRY LETTIIIIG DATE: BRANDON W. JOHNSON, PE �� 11ICDOT TPM U A P R I L 2 3, 2 O � 3 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) BM#1 R/R SPIKE IN BASE OF 18" SWEET GUM, STAo 12+79a19 —L— 63024' LTo, STAo 5+85037 —BL— 73082' RTo, ELEVe = 656067 STA.12+31.00 -L- 13 PROPOSED PRECAST- � THREE-SIDED CULVERT �/�� (BRIDGE #152) T N PRO �� c �(, ., ' --- � DRAWN BY : M. HOBBS CHECKED BY ; N. PIERCE PRECAST HEAC : a0 � i � M � 12 � � 0 M N � � 0 � 23� -9 „ 0� I PROPOSED GUARDRAIL (ROADWAY DETAIL & PAT ITEM) (TYP.) I�— 82 ° -00'-00" � , . � • ' —� 0 � w � 0 rn � Q � � � � w = J a o � � � ti 0 M N � � LOCATION SKETCH — , , EXISTING STRUCTURE � � FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVISIONS. /�/1A1["T IT RIGHT DATE : 03/2014 DATE : 03/2014 ANGLE SECTION OF CULVERT 6/25/2014 R:�NCDOT DIVISION 76 BRIDGES�000152�Structures�Drofting�General Drowing�152_SD_CU_Ol.dgn usnp04353 NOTES A S S U M E D L I V E L 0 A D seeaeeaeeeeseasaaeseesaeaeaeeaeeH L- 9 3 0 R A L T E R N A T E L 0 A D I N G. MAXIMUM DESIGN FILL ...........................2.7' M I N U M U M D E S I G N F I L L esseaaaaeseesaeaeaeeaeseeae2.5' FOR OTHER DESIGN DATA AND NOTES,SEE STANDARD NOTE SHEET. FOR CULVERT DIVERSION DETAILS,SEE EROSION CONTROL PLANS. 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. THE SCOUR CRITICAL ELEVATION IS THE AS BUILT OF FOOTING ELEVATION. THE SCOUR CRITICAL ELEVATIONS ARE FOR USE BY MAINTENANCE FORCES TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTURE. FOR BLASTING ADJACENT TO HIGHWAY STRUCTURES,SEE STANDARD SPECIFICATIONS ARTICLE 410-9. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 EVALUATING SCOUR AT BRIDGES." FOR PRECAST REINFORCED CONCRETE THREE-SIDED CULVERT,SEE SPECIAL PROVISIONS. THE EXISTING STRUCTURE CONSISTING OF 1 SPAN AT 20'-6",WITH AN ASPHALT WEARING SURFACE ON A TIMBER DECK AND STEEL I-BEAMS HAVING A CLEAR ROADWAY WIDTH OF 19'-2"SUPPORTED ON A SUBSTRUCTURE OF TIMBER CAPS, TIMBER POSTS,AND MASS CONCRETE SHALL BE REMOVED. � CULVERT 29,_0„ 29,_0„ . 15,_8„ I 13,_4„ .12,_0„ 17,_0„ . 28,_0„ -__ �____-- --___ , ��-- � ao +� � N . O � O �r, � o ,r, �O . � CD J �j ° J W w W __ PROFILE ALONG +� � O � �D J w C01�TRACT 1�0. C203274 REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO THE WATER. THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS. FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS. FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS. THE PRECAST CULVERT SECTIONS AND WINGS SHALL BE DESIGNED TO HANDLE FULL DEPTH HYDROSTATIC PRESSURE IF WEEP HOLES ARE NOT UTILIZED. IF PROVIDED,WEEP HOLES SHALL BE LOCATED A MINIMUM HEIGHT OF 6 INCHES ABOVE THE NORMAL WATER FLOW LINE AND HAVE A MAXIMUM SPACING OF 10 FEET. THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL. THE CONCRETE IN THE WINGS SHALL BE CLASS "A" CONCRETE AS PER THE STANDARD SPECIFICATION. WHEN ANY PRECAST UNIT IS DAMAGED DURING HANDLINGeTHE ENGINEER AT HIS DISCRETION SHALL REJECT THE UNITS BEING UNFIT FOR INSTALLATION AND THE CONTRACTOR SHALL REMOVE SUCH REJECTED UNIT FROM THE PROJECT. MINOR DAMAGE TO THE UNIT MAY BE REPAIRED BY THE CONTRACTOR WHEN PERMITTED BY THE ENGINEER. CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION OPERATION TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO THE JOINTS. UNITS WHICH BECOME MISALIGNED, SHOW EXCESSIVE SETTLEMENT, OR HAVE OTHERWISE BEEN DAMAGED BY THE CONTRACTOR'S OPERATION SHALL AT THE DISCRETION OF THE ENGINEER BE REMOVED AND REPLACED BY CONTRACTOR AT NO COST TO THE DEPARTMENT OF TRANSPORTATION. INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD SPECIFICATIONS.ANY COSTS RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR "REMOVAL OF EXISTING STRUCTURE AT STATION 12+31.00 _�_„ . BED PROFILE ALONG CULVERT -- . �` '�� +� ` � � +� � N �o +� o N � J � � w � �p J W J w CULVERT HYDRAULIC DATA DESIGN DISCHARGE =1000 CFS FREQUENCY OF DESIGN FLOOD =10 YEARS DESIGN HIGH WATER ELEVATION =657.30 DRAINAGE AREA =4.30 S(]. MI. BASE DISCHARGE (�100) =1848 CFS BASE HIGH WATER ELEVATION =660.10 OVERTOPPING FLOOD DATA OVERTOPPING DISCHARGE =1050 CFS FREQUENCY OF OVERTOPPING FLOOD =10+ YEARS OVERTOPPING FLOOD ELEVATION =658.70 C� SAG ELEV. STA. 14+00 GRADE DATA GRADE POINT ELEV. C� STA. 12+31.00 -L- = 661.04' TOP OF FOOTING ELEV. C� STA. 12+31.00 -L- = 651.9' ROADWAY SLOPES = 2:1 pG°�C��D�i]O�1QG��I p�Q�l� DO �10� ��C I�OQ C�O�l�4G°�MC��OO�I /'.WS P //, Transportation & Infrastructure 15401 Weston Parkway Suite 100 Cary, NC 27513 - 919.678.0035 www.wspgroup.com LICENSE NO. F-0891 PROJECT No 17BP�7�R�63 � ALAMANCE STATION: 12+31�00 COUNTY -L- REPLACES BRIDGE #152 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH GENERAL DRAWING PRECAST REINFORCED CONCRETE THREE—SIDED CULVERT W/ CAST—IN—PLACE FLOOR SLAB ON SR 2307 (STALEY STORE RD) OVER NORTH PRONG CKo BET/ HWY 49 & SR 2308, 82° SKEW REVISIONS SHEET N0. V0. BY: DATE: N0. BY: DATE: C' 1 +{� � TOTAL u SHEETS �2 L� 6 1,_3„ (TYP.) o � � � -I- � �T 6„ TOP OF FOOTING I EL. 652.1 � � FOR ROADWAY WIDTH,SEE ROADWAY PLANS � � � DIRECTION TOP OF FOOTING OF FLOW EL.651e9 0.68% � � � �w � N H lf� � PROPOSED GUARDRAIL ROADWAY FILL SLOPE 2:1 (TYP.) � SEE DETAIL A ,--�. ; ► . _ , �_. � � �-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --� CULVERT SECT ION NORMAL TO ROADWAY TOP OF FOOTING EL. 651e 1 I PRECAST THREE-SIDED REINF. CULVERT 6" BEVEL CONST. JOINT PRECAST HEADWALL UPSTREAM � HEADWALL END ONLY ------------- -------------------- ----- � LENGTH FOR PRECAST CULVERT 6/25/2014 R:�NCDOT DIVISION 76 BRIDGES�000152�Structures�Drofting�General Drowing�152_SD_CU_02.dgn usnp04353 � � '� � 23'-0" (SPAN) u i i END E�EVATION PRECAST (CAST-IN-PLACE OPTIONAL; SEE STD. WING DETAILS) (TYP.) CAST-IN-PLACE FLOOR SLAB & WING FOOTING (SEE SHEET C-4) 1'-3" (TYP.) PRECA� CULVEF UNI SEE KEYWAY DETAIL SHEET C- �c � PRECAST HEADWALL ^a � I..L � >- � � OPTIONAL CONST. JOINT DETAIL A CAST-IN-PLACE FLOOR SLAB pG°�C��O�.]D�lQG3� pL�Q�I� DO �10� M�C� G�OG3 C�O�l��G3MC�400�] /'.WS P //, Transportation & Infrastructure 15401 Weston Parkway Suite 100 Cary, NC 27513 - 919.678.0035 www.wspgroup.com LICENSE NO. F-0891 SECT ION A-A PROJECT No� 17BP�7�R�63 ALAMANCE CouNTY STATION: 12+31�00 -L- REPLACES BRIDGE #152 � � FOR ROADWAY WIDTH,SEE ROADWAY PLANS -L- PRECAST THREE-SIDED �T T� REINF. CULVERT , , , , (BY OTHERS) �r �, �� ------ ------- ------- -----,,---lrf,�ITT� PRECAST �� _ '� � , ;"- I., ��— WINGWALLS �I— �� „ —1-� (BY OTHERS) ��----�--�-------------- --------------�--�— � � , , �� /�� I� ---------- ---------�I \�� I� DIRECTION , w �� , I I� TOP OF FOOTING TOP OF FOOTING OF FLOW � cn I� I ',�, � TOP OF FOOTING � L______�I �EL. 652.1 EL. 651.9� 0.68% " EL. 651.7��------� ' I � ------------------ ---------------------I �— BOTTOM OF FOOTING EL. 648.43 FLOOR SLAB PRECAST WINGWALL ABOVE (TYP.) BOTTOM OF FOOTING EL. 648.03 SECT ION NORMAL TO ROADWAY NOTESo FOR OTHER DESIGN DATA AND NOTES,SEE STANDARD NOTE SHEET. #4 B1 BARS MAY BE FIELD BENT AS NECESSARY. C, PRECAST �� SEE DETAIL � THREE-SIDED �� ♦ ° -�- REINF. CULVERT �� ° , \� ° , ABOVE (TYP.) �� , ° �� , � i '� �� ° A ° ��! -' �J .��`� ° � � � � � ° ��'" � . � / � i . � . �� ------------- --�---�� . � ��-------------------- ---------------- i� c ' � �-� �' . . � . � � �� ♦ �' `' I �' D ; � D I� �� ' � � �� ' 90 ° -00'-00" 82 ° -00'-00" ' o �- � (TYP. EACH END) � '~ `" I� DIRECTION �� CULVERT I i OF FLOW i � �� IT - - - - - � - I II ' �� I � STA. 12+31.00 -L- ; � L INE OF HEADWALL � � ABOVE (TYP.) I� � � � D �� D �� ' �- o� I� 24,_1„ 25,_1„ ;i 8'-113�s"" .--, �. i� (TYP.) (TYP.) �� (TYP.) ' 'I I� ' -r , ,.�------------------ --------------------��. � �� .------------------ --------------- -----�'�� .` N � . � � , � � .-� ��' � � � � `�� . � � .�� o � i o �`��. �, '"%�' � ° A � � ° o ��. �/ a o I � � � o o� CAST-IN-PLACE � " � a. ,, FOOTING (TYP.) DRAWN BY : M. HOBBS CHECKED BY ; N. PIERCE DATE : 06/2014 DATE : 06/2014 21,_4„ (TYP.) FLOOR � �. . 43,_$„ (TYP.) LAYOUT 22,_4„ (TYP.) PL AN �� ,� � 6/25/2014 R:�NCDOT DIVISION 76 BRIDGES�000152�Structures�Drofting�General Drowing�152_SD_CU_04.dgn usnp04353 9,_$„ (TYP.) ;� ; I' P �-�. � �o ^ ` � � � � 2'' O'/2" '� ~ (TYP.) � � � o � N �-- �� ; �� #5 D1 BARS TO MATCH 2" QS FORMED HOLES (6 LOCATIONS PER WING) (FORMED HOLES BY OTHERS) (SEE PRECAST THREE SIDED STRUCTURE SHEETS FOR LOCATIONS) m � # v Z� : �o �'- o ��m m�� \o BAR TYPES ALL BAR DIMENSIONS ARE OUT TO OUT. ��-�„ 3'-0" 0 i N , � (146) #6 S2 C� 4" CTS. (MAX.) tTYP. EACH SIDE) DETAIL A (ADJUST #5 S1 DOUBLE PAIRS AS NEEDED TO CLEAR #5 D1 DOWELS IN WINGS) � #q g2 (TOP & BOT.) �.� �•� �•� 0 � N v N BILL OF MATERIAL BAR N0. SIZE TYPE LENGTH WEIGHT A1 146 #5 STR 27'-0" 4,112 : �� : � : �. �� #4 STR #4 STR #4 STR #5 1 #6 2 Dl 24 #5 STR D2 12 #6 STR 03 18 #6 STR REINFORCING STEEL FOR FOOTINGS CLASS A CONCRETE FOR FOOTINGS �,, G�,. yQ 1 � `� � �,� ,�� S ��P �� G,� . ti�S NGl �,� e G�` y,� 0�0 �P �a5 G'� p ��ye • `,�G�l G°�G°�C��il��lln1G°�� G°��Q�l� DO �]O� M�C� C�OG°� C�0�1�4G�1�C�`��O[� /'.WS P //, Transportation & Infrastructure 15401 Weston Parkway Suite 100 Cary, NC 27513 - 919.678.0035 www.wspgroup.com LICENSE NO. F-0891 A� �yQ 1 �� 24'-2" 1,162 9'-11" 159 25'-3" 776 8,_8„ 2,169 22,_0„ g,649 2'-0" 50 1'-6" 27 3'-0" 81 18,185 LBS 114.20 CY PROJECT No� 17BP�7�R�63 ALAMANCE CouNTY STATION: 12+31�00 -L- REPLACES BRIDGE #152 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH CAST-IN-PLACE FLOOR SLAB LAYOUT PLAN FOR PRECAST REINFORCED CONCRETE THREE-SIDED CULVERT �1� REVISIONS BY: DATE: N0. BY: DATE: SHEET N0. C-3 TOTAL SHEETS 6 � oc � � � . 1'-3" (TYP.� I nnrn e � r ni ii �irnr �u e i i ■ � W U a �N N Z �� w � � � N a � m i� � a � � m r� �� m � # : � � � w U H J � (/') O � � � � � 1,_3„ (TYP.) C7 • 8„ �—. (TYP.) • . � SECTION A-A PRECAST WING (BY OTHERS) 2" Q� HOLE W/ GROUT (BY OTHERS) � � � #5 BARS C� 18" O.C. ; ; 1" NON-SHRINK ;, GROUT PAD � � (TYP.) �� #5 S1 STIRRUPSy PAIRED (TYP.) �4 B1 BARS (EQe SPACED) (3 BAR RUNS) : O �- i � . -� � • #4 B2 � • �i VARIES 6'-1" TO 4'-1" SECT ION C-C J ° U � . � �� (2) '�4 B2 Ca� 1'-0" CTS. (TYP. TOP & BOT.) 6/25/2014 R:�NCDOT DIVISION 76 BRIDGES�000152�Structures�Drofting�General Drowing�152_SD_CU_05.dgn usnp04353 #5 A1 BARS (TYPo) 1,_g„ MIN. SPLICE (TYP. C� B1 BARS) :� —�--�.--�.--�.— J ° U � �� PRECAST CULVERT OR WINGWALL � TOP OF FOOTING � � � OPTIONAL CONST. JT. (TYP.) 4, � #q g1 gqRS (3 BAR RUNS TYP. C� B1 BARS) MAX. #5 S2 STIRRUPS (TYP.) VIEW B-B NOTESo FOR NOTES, SEE SHEET C-3. #5 A1 C� 4" CTS. (TYP.) # `'1 B 3 \Vl � � " � 1 � a •• •• •• '•i •• •• •• 0 � �, � � � � � � — ^a � L.L I � � � 8„ (TYP.) #6 S2 C� 4"CTS. (TYPe� SECTION D-D : � r �- pG°3C�O�i1��]QG3� pL�Q�I� DOO [�OO`� M�C I�OOG°3 C�O�]�`�G°�MC�400[� /'.WS P //, Transportation & Infrastructure 15401 Weston Parkway Suite 100 Cary, NC 27513 - 919.678.0035 www.wspgroup.com LICENSE NO. F-0891 PROJECT No� 17BP�7�R�63 ALAMANCE CouNTY STATION: 12+31�00 -L- REPLACES BRIDGE #152 � � FOR ROADWAY WIDTH,SEE ROADWAY PLANS IT �� r �� --- ��.----- ----- � I�� — � � �� ,,,,r- --�r-�,�-------------- � � � �� I�—�� ------------------ �� II I II ------------�--------------------�.�---------------------------------------� -------r�-------------------i DRAWN BY : M. HOBBS pATE : 06/2014 CHECKED BY ; N. PIERCE pATE : 06/2014 BOTTOM OF FOOTING EL. 648.43 -L- �ITI c�� PRECAST THREE-SIDED REINF. CULVERT (BY OTHERS) �------- -----�i�� PRECAST , ; "—�11- ��1_I WINGWALLS --------------�!,-- (BY OTHERS) � � �� — — — — — — — — — — — — — — — — — — — — �� DIRECTION I� ` � OF FLOW I � I ' — — — — — — � APPROX. NATURAL ________� BED PROFILE _�_________ _ ____ ______ r- ____ _- ALONG_CULVERT --------------------~I - � � BOTTOM OF FOOTING EL. 648.03 FLOOR SLAB SECT ION NORMAL TO ROADWAY 24,_1„ 24,_1„ O � 1'-0" PLAN OF FLOOR SILL LAYOUT TOP OF LOW FLOW SILL � � #6 D2 2 LAYERS OF 30 LB. ROOFING FELT TO PREVENT BOND (TYP.) � Z �� SECT ION THROUGH LOW FLOW SILL 6/25/2014 R:�NCDOT DIVISION 76 BRIDGES�000152�Structures�Drofting�General Drowing�152_SD_CU_06.dgn usnp04353 � � N � DOWELS MAY BE PUSHED INTO GREEN CONCRETE AFTER FLOOR SLAB HAS BEEN FLOAT FINISHED. �ILL ULVERT 1,-0„ M � Z � H � ��/. . � TOP OF HIGH FLOW SILL � #6 D3 2 LAYERS OF 30 LB. ROOFING FELT TO PREVENT BOND (TYP.) SECTION THROUGH HIGH FLOW SILL NOTESo NATIVE BED MATERIAL EXCAVATED FROM THE EXISTING BED OR FLOODPLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION SHALL BE STOCKPILED FOR USE IN THE PROPOSED CULVERT AS SHOWN IN THE "PLAN OF FLOOR SILL LAYOUT" AND LATER PLACED BETWEEN SILLS IN THE CULVERT TO PROVIDE CONTINUOUS HIGH AND LOW FLOW CHANNELS BETWEEN THE SILLS.NATIVE BED MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. THE STOCKPILED NATIVE MATERIAL SHALL BE PLACED AS SHOWN IN THE "PLAN OF FLOOR SILL LAYOUT" SKETCH TO PROVIDE A 1'-0" DEPTH LOW FLOW CHANNEL BETWEEN LOW FLOW SILLS, AND SHALL BE PLACED TO THE DEPTH OF 2'-6"BETWEEN THE HIGH FLOW SILLS. SILLS ARE TO 1'-0" WIDE, CAST SEPERATELY FROM THE FLOOR SLAB WITH 2 LAYERS OF 30 LB.ROOFTING FELT TO PREVENT BONDING AND ATTACHED BY DOWELS. THE ENTIRE COST OF WORK REQUIRED TO PLACE EXCAVATED MATERIAL ALONG THE PROPOSED CULVERT FLOOR SHALL BE INCLUDED IN THE CONTRACT LUMP SUM PRICE BID FOR CULVERT EXCAVATION. THE ENTIRE COST OF WORK REQUIRED TO CONSTRUCT THE SILL SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS. TOP OF HIGH FLOW SILL (TYP.) 1'-3" (TYPs� 6'-3" : � TOP OF LOW FLOW SILL #6 "D" BARS C� 2'-0" CTS. 6'-3" SILL DETAIL (TYPICAL ALL CHANNELS) pG�C��M��]/�G�� p�La�l� DO �10� l��C� I�OG� C�O�]��G�MC��O�] /'.WS P //, Transportation & Infrastructure 15401 Weston Parkway Suite 100 Cary, NC 27513 - 919.678.0035 www.wspgroup.com LICENSE NO. F-0891 PROJECT No� 17BP�7�R�63 ALAMANCE CouNTY STATION: 12+31�00 -L- REPLACES BRIDGE #152 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH CAST-IN-PLACE FLOOR SLAB SILL LAYOUT PLAN AND DETAILS FOR PRECAST REINFORCED CONCRETE THREE-SIDED CULVERT �1� REVISIONS BY: DATE: N0. BY: DATE: SHEET N0. C-5 TOTAL SHEETS 6 � ( � I FN�TH nF �Ill VFRT = 4R'-h" PLAN SHOWING : GUARDRAIL ANCHOR SPACING. 6/25/2014 R:�NCDOT DIVISION 7B BRIOGES\000152\Structures\Drafting�General Drowing\152_SD_CU_03.dgn usnp04353 JLVERT m Q J ' � NOTES PROVIDE ADHESIVELY ANCHORED ANCHOR BOLTS IN PLACE OF GUARDRAIL ANCHOR ASSEMBLY. LEVEL TWO FIELD TESTING IS REQUIRED,AND THE YIELD LOAD OF THE 1" � BOLT IS 21.8 KIPS. FOR ADHESIVELY ANCHORED ANCHOR BOLTS OR DOWELS,SEE STANDARD SPECIFICATIONS. ANCHOR BOLTS,NUTS AND WASHERS SHALL BE 1"� AND MEET THE REDUIREMENTS OF ASTM A307. BOLTS,NUTS AND WASHERS SHALL BE GALVANIZED. GUARDRAIL ANCHOR ASSEMBLY MUST CLEAR ALL JOINTS OF PRECAST CULVERT UNITS. FOR CULVERTS 24FT OR LESS, SEE ROADWAY STD 862.01 SHEET 11 OF 12 AS OPTIONAL GUARDRAIL PLACEMENT. B �--------r--------� .—_li �i n . n �i n �� " " " � POST AND GUARDRAIL- , �� ANCHOR ASSEMBLY � �� . �� ,_ia ii ii �� -ii ii ii . � ii ii ii i ii ii n i n n ii � ii ii ii � n ii ii � n �i ii � ii �i I ii `. ii ii ii `� _ia ii ii ll________JI II ii n ii ii ii ii !� ��L ,� �� . , �� , � �� • ,� �� `. �,� 7„ ii ii 7" �• � �i n . � ii n . � n ii � ,' �� -�----- - ---u--------LL----� � � i i �� 1" QS THREADED � ; ANCHOR ; ; BOLT (TYPe) i . . . . . SECTION A-A �. . . ---J— Z Z H W ; � �� 0 � o m �- � � w -----------�-C-�---------- _____________C=====_______ -----------�- r- � � i . 2' SHIM IF NECESSARY t MAXIMUM OF �/4" ) G°�G3C�C�OG�]0�]QG3� pL�Q�I� DO �104 M�C� I�OG°� C�O�]��G3MC�400�] /'.WS P //, Transportation & Infrastructure 15401 Weston Parkway Suite 100 Cary, NC 27513 - 919.678.0035 www.wspgroup.com LICENSE NO. F-0891 � � � � i I� �� .�, �� n n �� —�---------- —i i i i 2 ". � � i i �I �I � � � SECTION B-B PROJECT No� 17BP� 7�R�63 ALAMANCE CouNTY STATION: 12+31�00 -L- REPLACES BRIDGE #152 STDo NOo GRA1 � � REV. 6-16-95 EEM t✓) RGW REV. 5-7-03 RWW c✓) JTE REV. 8-16-99 RWW c✓) LES REV. 5-1-06 TLA (✓) GM DESIGN DATAo SPECIFICATIONS LIVE LOAD IMPACT ALLOWANCE STRESS IN EXTREME FIBER OF STRUCTURAL STEEL — AASHTO M270 GRADE 36 — AASHTO M270 GRADE 50W — AASHTO M270 GRADE 50 REINFORCING STEEL IN TENSION GRADE 60 CONCRETE IN COMPRESSION CONCRETE IN SHEAR STRUCTURAL TIMBER — TREATED OR UNTREATED — EXTREME FIBER STRESS COMPRESSION PERPENDICULAR TO GRAIN OF TIMBER EQUIVALENT FLUID PRESSURE OF EARTH MATERIAL AND WORKMANSHIPo STANDARD NOTES A.A.S.H.T.O. (CURRENT) SEE PLANS SEE A.A.S.H.T.O. 20,000 LBS. PER SQ. IN. 27,000 LBS. PER S(]. INe 27,000 LBS. PER SQ. IN. 24,000 LBS. PER SQ. IN. 1,200 LBS. PER SCI. IN. SEE A.A.S.H.T.O. 1,800 LBS. PER SQ. IN. 375 LBS. PER S0. IN. 30 LBS. PER CU. FT. (MINIMUM) EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2012 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE N.C.DEPARTMENT OF TRANSPORTATION. STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLED. CONCRETEo UNLESS OTHERWISE REQUIRED ON PLANS,CLASS A CONCRETE SHALL BE USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, ABUTMENT BACKWALLS,AND APPROACH SLABS;AND CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAP. CONCRETE CHAMFERSo UNLESS OTHERWISE NOTED ON THE PLANS,ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONS: TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2"RADIUS WHICH IS BUILT INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS SHALL BE ROUNDED WITH A 1/4"FINISHING TOOL UNLESS OTHERWISE RECIUIRED ON PLANS;AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4"RADIUS WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. DOWELSo DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS,SHALL BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO PLACE WITH 1:2 CEMENT MORTAR. REV. 10-1-11 MAA (✓) GM 6/25/2014 R:�NCDOT DIVISION 76 BRIDGES�000152�Structures�Drafting�Generol Drowing\152_SD_CU_SN.dgn usnp04353 REINFORCING STEELo ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANS. WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS LINES,THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. SPECIAL NOTESo GENERALLY,IN CASE OF DISCREPANCY,THIS STANDARD SHEET OF NOTES SHALL GOVERN OVER THE SPECIFICATIONS.BUT THE REMAINDER OF THE PLANS SHALL GOVERN OVER NOTES HEREON,AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE SPECIFICATIONS ARTICLE 105-4. STDo NOo SN