Loading...
HomeMy WebLinkAboutSUB201900156 Certified Engineer's Report 2020-10-30CBC Engineers May 29, 2020 Contech Engineered Solutions LLC 2208 Floyd Avenue Richmond, VA 23220 Attn: Mr. Nate Sauer, P.E. Area Engineer Dayton Office Re: Revised Submittal Drawings for Two (2) 28'-10" x 7-5" BridgeCor Arches (570093-010 and 570093-020); Lazy Branch and Terrapin Place, Rivanna Village, Albemarle County, Virginia; CBC Report No.22245D-5-0520-05 We are pleased to submit our report for the above referenced project. The design reports for the BridgeCor arches were submitted previously in CBC Report No. 22245D-2-0319-05, Rev 2 dated February 26, 2020 for Terrapin Place (570093-010) and CBC Report No. 22245D- 1 -0319-05, Rev 1 dated February 26, 2020 for Lazy Branch (570093-020). This current report provides the revised submittal drawings for the BridgeCor arches incorporating the requested changes from VDOT, and the revised drawings are attached in Appendix A. As previously stated, all other design aspects for this project including but not limited to end treatments, hydraulics, and scour/abrasion are the responsibility of others than CBC Engineers & Associates, Ltd, and the only responsibility of CBC Engineers is the previously stated items. All other portions of the above referenced previous design reports remain applicable to this project. If you have any questions, please contact us. Respectfully submitted, CBC Engineers & Associates, Ltd. I Deepa Nair, M.S., P.E. Project Engineer 4 Mitchell T. Hardert, P Chief Engineer to arv n Op G O' MITCHELL T. HARDERT Lie. No. 0402046350 DN/MTH/leh J" vt ec: Client (nsauer@conteches.tou SIONALF ec: Mike Obringer (mobringer@cbtit c- gx9gi ec: Darrell Sanders (dsanders@conteches.com) ec: Melinda Fugate (mfugate@conteches.com) I -File Dayton, OH Lexington, KY Hazard, KY Charleston, WV, Harrisburg, IL 125 Westpark Road / Centerville, Ohio 45459 / Phone: 937-428-6150 / Fax: 937-428-6154 Visit us at www.cbceng.com APPENDIX A REVISED DRAWINGS C=::NTECH' ENGINEERED SOLUTIONS LLC Br'ldgeCv,or BRIDGECOR SINGLE RADIUS ARCH RIVANNA VILLAGE - LAZY BRANCH KESWICK. VA 570093-INDEX PAGE NUMBER PAGE TITLE i COVER SHEET 2 PLAN VIEW/SECTION 3 ELEVATIONS 4 SPECIFICATIONS 5 PLATE LAYOUT 6 MOVEMENT CONTROL HOOK PLACEMENT FALT p L rr.W_ JL.K.s MPmvetl Ry MTH Gale 3/18/19 Engin"Irs Rev. 9Y OGFYPUN 1 261Z/26Y20 DH REV.1 2 5/29/20 JE REV.2 Projeq No. CBC-22245-1 Rev. 2 PRE-570093-020-BCORSRA-CON-B1 REV.2 CONTECH PROJECT ID # 570093 APPROX. AREA = 149.1 SO. FT. PLATE MAKEUP: 1@ 9 S, 2@ 8 S TOTAL =25S NOTES: 1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS. 2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = INCHES. BRIDGECOR SINGLE RADIUS ARCH - (END VIEW) 28'-10" SPAN x T-5" RISE SCALE = 1:100 rn0-N L fA) _ r' ftt 4 NAL RiT-10" CROWN CENTERLINE FLOW 9S IIelIIII I II II 8S IIIIIIIIII i 1 I i IIIII 8S.II 8S II i III II 01 I1 I III I 9s IIII 9 III I 8S TWO RING LAYOUT OUTSIDE VIEW) SCALE = 1:60 CONCRETE FOOTINGS DESIGN COVERED SEPERATELY 22245D-1-0319-05, REV.1 DATED 2126/20) MODULAR BLOCK HEADWALLS (BY OTHERS) MODULAR BLOCK HEADWALLS (BY OTHERS) BRIDGECOR SINGLE RADIUS ARCH 26-101' SPAN x T-5" RISE 7 GAGE, HOT -DIP GALVANIZED FLOW — OUT TO OUT, BRIDGE PLAN SCALE = 1:150 BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN x T-5" RISE 7 GAGE, HOT -DIP GALVANIZED FLOW — 90'-3" (OUT TO OUT) BRIDGE PROFILE SCALE = 1:150 I _ 28'-10" SPAN BY MTHApjectN e 3118119 new ca neV!212Y1&ZO DH REV.1CBC22529/20 JE REV.2ProjectNo. Rev. CBC-22245-1 2 EIIgiI1BBfS FOR APPROVAL PRE-570093-020-BCORSRA-CON-B1 REV.2 areee•g ane anomumn anmm ontnva ava gnv as a wol owre. e,ye...raoe °a ry NTECH BRIDGECOR SINGLE RADIUS ARCH PROJECT No: 570093 SEO. No: 020 DAM 3/18/2019 oEs E o STRUCTURAL PLATE 28'-10" SPAN X T-5" RISE SCCENGINEERMSOUMONSLLC 2 5/28/2020 REVISED NOTES SHEET MJO RG M'M'e+.ContethES.Conn T RIVANNA VILLAGE - LAZY BRANCH E NEo: APPROVED: s °•_"° °^m•"•e 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CONTRACT MJO XXX 1 2H9/2020 GENERAL REVISIONS PER FOR SCC 800-33&1122 513-645-7000 513-645-7993 FAX Da";:..r L: KESWICK, VA E' o, wNm Mmn.. MARK DATE REVISION DESCRIPTION BY 2 OF 6 MODULAR BLOCK HEADWALLS (BY OTHERS) OF VERTICAL SETTLEMENT JOINT. LOCATED AT THE TRANSITION FROM THE FOOTING TO THE LEVELING PAD. MODULAR BLOCK HEADWALL/ WINGWALL BY OTHERS) rL CONTECHBRIDGECOR LL r^ vONEFULLBLOCKLENGTH J MIN. AND EXTEND TO THE s" LEG OF OUTSIDE EDGE OF FOOTING 2"x1/2" s'Sf3 1/ r0l'SPAN ANGLE s"1CJ %"X1z" CURVED ANGLES DIUS ARCH 7-1 E` REINFORCED CONCRETE 7 GAGE, HOT -DIP GALVANIZED LEVELING PAD ARCH FOOTING MODULAR BLOCK HEADWALL DETAILS CONCRETE FOOTINGS TOP OF FOOTING - ELEV. =348.40 SCALE=N.7.S. DESIGN COVERED SEPERATELY 22245D-2-0318-0s, REV.1 DATED 2/26Y10) AS DESIGNED BY THE ENGINEER, THE REINFORCED CONCRETE FOOTINGS MAY BE WIDENED AT THE ENDS OF THE STRUCTURE TO: ELEVATION VIEW ACHIEVE AN ADEQUATE HEADWALL WIDTH. MAINTAIN THE SETTLEMENT JOINT AT THE SCALE= 1:50 FOOTING / LEVELING PAD INTERSECTION. COMBINE THE ABOVE WITH A WINGWALL INTERSECTION AS REQUIRED. r-+v A NOTE: OUT TO OUT OF FOOTING IS A CRITICAL DIMENSION. L SEE PLAN VIEW. r BndgeCwr ApjeotN • 4inleCers 2nBYMTH311811912r", PmjaG No. Rev.2 5/2a/: CBC-22245-1 2 FT— GRANULAR BACKFILL MATERIAL GEOTEXTILE ATTACHED WITH CONSTRUCTION ADHESIVE RECOMMENDED HEADWALL DETAILS REFERENCE WALL DESIGN (BY OTHERS) FOR SPECIFIC INFORMATION FOR APPROVAL MODULAR BLOCK HEADWALLS BY OTHERS) VARIES 5"X3 1/2"X7/2" ANGLE 34' BOLT -16" O.C. LOW SHRINK PORTLAND CEMENT GROUT 1800 PSI MIN. COMPRESSIVE STRENGTH TO FILL AREA SHOWN. INSIDE BRIDGECOR PRE-570093-020-BCORSRA-CON-B1 REV.2 SdN LL rc,,,•, NTECH' BRIDGECOR SINGLE RADIUS ARCH 5700e3 020 3/1812019 28'-1 O" SPAN X T-5" RISE oesi NeXxx n 6a a°y°•°uy ENGINEERED SOLUTIONS LLC STRUCTURAL PLATE SCC ff d, -llpp- - - w .ConlechES.coro 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CONTRACT RIVANNA VILLAGE —LAZY BRANCH25/28/2020 REVISED NOTES -SHEET 4 MJO RG CHECKED. Milo APPROVED. XXXs °""°° °^m•""° 800-33&1122 513-645-7000 513-645-7993 FAX E' Z„ 1 2/11W020 GENERALREVISIONS PER FOR SCC Da";:..r: KESWICK, VA MARK DATE REVISION DESCRIPTION BYb. m.,,e, ,°, o, wwm Mmn.. 3 OF 6 NON -WOVEN FILTER FABRIC TO BE PLACED BETWEEN TRENCH MINIMUM LIMITS OF COMPACTED SELECT EMBANKMENT THE SELECT BACKFILL AND ADJACENT EMBANKMENT ONDITION GRANULAR STRUCTURAL BACKFILL CONDITION FILLiKkTIVE FOUNDATION $OIL AS DETERMINED NECESSARY BY PROJECT GEOTECHNICAL ENGINEER 10.0' BACKFILL WIDTH 10.0' BACKFILL WIDTH TO PREVENT $OIL MIGRATION (TYPICAL ALL SIDES). SEEN OTE#1 SEE NOTE#1 1.0 STANDARDS AND DEFINITIONS TRENCH WALL NATURAL UNDISTURBEDEMBANKMENT REINFORCED CONCRETEFOOTING GENERAL EMBANKMENT FILL AND NATIVE FOUNDATION $OIL (BY OTHERS) TO BE AS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND PROJECT REQUIREMENTS (TYPICAL ALL SIDES). 4.5' FILL MATERIAL ABOVE MIN. COVER LEVEL BRIDGECOR SINGLE RADIUSARCH 9 CFrTIrIAI EiSELECT GRANULAR STRUCTURAL BACKFILL LIMITS. INITIAL LIFTS OVER THE CROWN OF STRUCTURE AS INDICATED BY SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY WITH HAND OPERATED EQUIPMENT OR WITH LIGHTWEIGHT NOTES: TRACTOR (D4 OR LIGHTER) EQUIPMENT. 1. MINIMUM SELECT GRANULAR STRUCTURAL BACKFILL WIDTH IS BASED ON AASHTO -RFD BRIDGE DESIGN SPECIFICATIONS SECTION 12 AND/OR THE RESULTS OF THE PROJECT SPECIFIC FINITE ELEMENT ANALYSIS. 2. ALL SELECT GRANULAR STRUCTURAL BACKFILL TO BE PLACED IN A BALANCED FASHION IN THIN LIFTS (8" LOOSE TYPICALLY) AND COMPACTED TO 90 PERCENT DENSITY PER AASHTO T-180. 3. MONITORING OF THE SINGLE RADIUS ARCH STRUCTURE IS REQUIRED DURING THE BACKFILUNG PROCESS. THE METHOD, FREQUENCY AND DURATION $HALL BE DETERMINED BASED ON THE SIZE AND SHAPE OF THE STRUCTURE. 4. PREVENT DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METHODS AND EQUIPMENT. 5. PLACE SELECT GRANULAR STRUCTURAL BACKFILL IN RADIAL LIFTS AT APPROXIMATELY 75%OF THE RISE OF THE SINGLE RADIUS ARCH STRUCTURE. 6. BECAUSE OF THE FLEXING AND VIBRATION OF THE CROWN PLATE$,THE FULL COMPACTION DENSITY LEVELS OFTEN CAN NOT BE ACHIEVED IN THE FIRST SEVERAL INCHES OF FILL OVER THE CROWN. C CONTECH ACKNOWLEDGES THAT A WATERLINE AND SLEEVE WILL BE PLACED WITHIN THE BACKFILL ZONE PER PROJECT PLAN SHEET 47 NOTES AND DETAILS. CONCERNS FOR THE LOADING AND POSSIBLE SETTLEMENT OF THE LINE AND SLEEVE ARE THE RESPONSIBILITY OF OTHERS THAN CONTECH. BACKFILL MATERIAL TO BE AASHTO "A-1" OR USCS "SM" COMPACTED TO 90 % PER AASHTO T-180. IF OTHER BACKFILL MATERIALS ARE TO BE EVALUATED, CONTACT YOUR LOCAL CONTECH REPRESENTATIVE. PmIWApproved le * CIE:nw. nab BY MTH 3/18/19 1 2r", Pmjea No. Raw. 529/: CBC-22245-1 28108efs J wLaLa U~ SEE NOTE #5 d 0OLL U- WOm F 8" LOOSE LIFTS J U Q ADDITIONAL SELECT GRANULAR STRUCTURAL BACKFILL NOTES: SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION ARE KEY FACTORS IN OBTAINING MAXIMUM STRENGTH AND STABILITY. THE BACKFI-L MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND FOREIGN MATERIAL THAT COULD CAUSE HARD SPOT$ OR DECOMPOSE TO CREATE VOIDS. BACKFILL MATERIAL SHOULD BE WELL GRADED GRANULAR MATERIAL THAT MEETS THE REQUIREMENTS OF THE PROJECT SPECIFIC ANALYSIS NOTED BELOW. REFERENCE THE STRUCTURAL PLATE BACKFILL GROUP CLASSIFICATION TABLE ON THIS SHEET. BACKFILL MUST BE PLACED SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE IN 8"LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 90% DENSITY PER AASHTO T-180. A HIGH PERCENTAGE OF SILT OR FINE $AND IN THE NATIVE SOILS SUGGESTS THE NEED FOR A WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL MIGRATION. IF THE PROPOSED BACKFI-L IS NOT WELL GRADED GRANULAR MATERIAL, A NON -WOVEN GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN THE SELECT BACKFILL AND THE IN SITU MATERIAL. DURING BACKFILL, ONLY LIGHTWEIGHT TRACKED VEHICLES (D4 OR LIGHTER) SHOULD BE NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE FINISHED GRADE. THE ENGINEER AND CONTRACTOR ARE CAUTIONED THAT THE MINIMUM COVER MAY NEED TO BE INCREASED TO HANDLE TEMPORARY CONSTRUCTION VEHICLE LOADS (HEAVIER THAN D4). STRUCTURAL PLATE BACKFILL GROUP CLASSIFICATION, REFERENCE AASHTO M-145 GROUP CLASSIFICATION A-1a A-0-0 SleveArvalysls PerteMPassing No. 10(]000 mm) So- No. 40(0425 rum) s0 mei. So mv. No. 20010.075mm) 15max 25. Atli texts br Fri Pests, No. 40 mi mm) Liquid WNIa Plasurxylmex emu emu Us.. MalMels Slorp FregmeM. Gravel and Sand rx fled from AASHTO M-145. Fine beach sands, windblown sands, stream deprsded sands, etc., exhibiting fine, roundest particles and typically classified by AASHTO M-145 as A-3 Materials should not be used. Reference the most carom[ version of ASTM D2487, Standard Practice for Classification of $oils for Engineering urposes nfietl Soil Classification System), for comparable soil groups. BridgeCora FOR APPROVAL 1.1 STANDARDS - All standards refer to the woent ASTM/AASHTO edgion unless otherwise noted. 1.1.1 ASTM A761 "Corrugated Steel Structural Plate, Zinc Coated for Field -Bolted Pioe. Pioe-Arohes and Arches - Division 1- Desgn, AASHTO -RFD Bridge Design Specifications Seclimn 12. Sit Etlftion: 2017 and VDOT Modifications. 1.1.3 AASHTO Standard Specification for Highway Bit - Section 26 Division II - Construction, AASHTO LRFD Bridge Construction Specifications - Section 26. ASTM A807, Standard Practice for Installing Corrugated Steel Structural Plate Pipe. All materials and construction shall be in accordance with VDOT Roast and Britlge Specifications staled 2020. 1.2 DEFINITIONS 1.2.1 Owner- In these specifications the word "Ownee'shall mean ALAN FRANKLIN PE, -I-C. 1.2.2 Engineer- In these specifications the word"Engineer'shall mean the Engineer of Record or Owners designated engineering representative. 1.2.3 Manufacturer - In these specifications the word "Manufacturer shall mean CONTECH ENGINEERED SOLUTIONS 804-2924655 NATHAN SAUER. 1.2.4 Contractor- In these specifications the word "Contractor shall mean the from or corporation undertaking the execution of any installation work under the terms of these specifications. 1.2.5 Approved - In these specifications the word "approvetl" shall refer to the approval of the Engineer or his designated representative. 1.2.6 As Directed - In these specifications the words "as directed' shall refer to the directions to the Contractor from the Owner or his designated representative. 2.0 GENERALCONDITIONS 2.1 Any installation provided herein shall be endorsed by the Engineer; discrepancies herein are governed by the Engineers plans and specifications. 22 The Contractor shall fumish all labor, material and equipment and perform all work and services except those set out and furnished by the Owner, necessary to complete in a satisfactory manner the site preparation, excavation, filling, compaction, grading as shown on the plans and as desonbed therein. This work shall consist of all mobilization clearing and grading, grubbing, stripping, removal of existing material unless otherwise stated, preparation of the land to be filled, filling of the land, spreading and compaction of the fill, and all subsidiary work necessary to complete the grading of the cal and fill areas to conform with the lines, grades, slopes, and specifications. This work is to be accomplished under the observation of the Owner or his designated representative. 2.3 Prior to bidding the wodr, the Contractor shall examine, investigate and inspect the construction site as to the nature and location of the work, and the general and Jowl conditions at the construction site, including without limitation, the character of surface or subsurface conditions and obstacles to be encountered on and amund the construction site and shall make such additional investigation as he may deem necessary for the planning and proper execution of the work. If condtiions other than those indicated are discovered by the Contractor, the Owner shall he notifietl immediately. The material which the Contractor believes to be a changed condition shall not be disturbed so that the owner can investigate the condition. 2.4 The construction shall be performed under the direction of the Engineer. 2.5 All aspects of the sbuclure design and site layout including foundations, backfill, end treatments and necessary scour consideration shall be performed by the Engineer. 3.0 ASSEMBLY AND INSTALLATION 3.1 Bolts and nuts shall conform to the requirements of ASTM A449. The single radius arch structure shall be assembled in accordance with the plate layout drawings provided by the Manufacturer and per the Manufacturer's recommendations. Bolts shall be tightened using an applied torque of between 150 and 250 ft: lbs. 3.2 The single radius aroh structure shall be installed in accordance with the plans and specifications, the Manufacturer's recommendations, and AASHTO Standard Specification for Highway Bridges - Section 26 Division II - Construction/AASHTO RFD Bridge Construction Specifications - Section 26. 3.3 Trench excavation shall be made in embankment material that is structurally adequate. The trench width shall be shown on the plans. Poor quality in situ embankment material must be removed and replaced with suitable backfill as directed by fine Engineer. 3.4 Bedding preparation is critical to both structure performance and service life. The bad should be constructed to uniform line and grade to avoid distortions that may create undesirable stresses in the Structure and/or rapid deterioration of the roadway. The bad should be free of rock formations, protruding stones, frozen lumps, roots, and other foreign matter that may cause unequal settlement. 3.5 The structure shall be assembled in accordance with the Manufacturers Sash uctions. All plates shall be unloaded and handled with reasonable care. Plates shall not be rolled or dragged over gravel rock and shall be prevented from striking mck or other had objects during placement in bench or on bedding. 3.6 The SWcture shall be backfilled using clean well graded granular material. Backfill must be placed symmetrically on each side of the structure in 8 inch loose lifts. Each lift shall be compacted to the speed density. 3.7 If temporary construction vehicles am required to cross the structure, it is the Contractors responsibility to Contact the Engineer to determine the amount of atltlitional minimum cover necessary to handle the specific loading condition. Normal highway traffic is not allowed to cross the structure until the structure has been backfilled and paved. If the road is unpaved, cover allowance to accommodate rutting shall be as directed by the Engineer. 3.8 If a metal headwall and/or wingwall system is specified, the select granular structural backfill limits shall extend past the deadman anchor system. Contact the Engineer if stiff material or rock is encountered where the wingwalls and deadman are to be installed. L PRE-570093-020-BCORSRA-CON-B1 REV.2 w NTECH' BRIDGECOR SINGLE RADIUS ARCH 5700e3 ozo a116rzo1s 1r 1e -m CONNEWIf LH-1 O" SPAN X T-5r RISE oast Ne DRAM: a a^ °•°Ty° ENGINEERED SOLUTIONS LLC STRUCTURAL PLATE SCC iiipp- - - www.ContechES.coXXX 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 r CONTRACT RIVANNA VILLAGE - LAZY BRANCH25/28/2020 REVISED NOTES - SHEET 4 MJO RG cHacKaM JO APPRGVEG: XXXs .e-1 °^m•"•° 800.338-1122 513645-7000 513645-7993 FAX Fm NO, o, 211W020 GENERAL REVISIONS PER FOR SCC oar,; KESWICK, VA MARK DATE REVISION DESCRIPTION BYr•w.y e.mm re w°, vqm sy,•,b r L: 4 OF 6 UC I /AIL /A SCALE: N.T.S. ALL COMPONENTS MUST BE ASSEMBLED IN THE SAME ORIENTATION AS SHOWN IN THIS DETAIL. PAY CLOSE ATTENTION TO MARK NUMBERS ON THE COMPONENTS. LEGEND 0 2 PLATE LAP SEAMS - lY" LONG BOLT 3-PLATE SEAM - 2" LONG BOLT 5"x3 Y"xY" ANGLEMk. At R7T-10" — CROWN CENTERLINE F-A3 Y"xY" ANGLE Mk. A2 66 Y"xY" ANGLE Mk. A3 iY" y LIPMATERIAL 7 GAGE HOT -DIP GALVANIZED BRIDGECOR OUTSIDE CREST r - USE 314" x 3" LONG M.P. BOLT AT MOVEMENT CONTROL HOOKS AT EVERY T THIRD SEAM II II e ( SEE PLATE LAYOUT FOR LOCATIONS) 1" 0 O.D.MOVEMENT CONTROL HOOK MOVEMENT CONTROL HOOK DETAIL SCALE: N.T.S. MOVEMENT CONTROL HOOKS OTY. OF 21) FOR SHAPE MONITORING FLOW PLACEDAT EVERYTHIRD SEAM w I I I II 1 I I I I Iw I I II1 1III 1 III 1II I w I I I I I I i I I1 1II I I I W I I 1 IIII I I 1 1II II1I I w I11 II1 1II I I 1 1 1III I I I w I 11IIII I1II An II 1 1II IIII I w 1 III::..: I III I i I I1III::..: I II I 1 W I 111II1: 1 II1 1 1 11II 1I I i wI I11 III III I 1 III I I I w 1 II1 IIII I I 11III IIII I es I 1 I 1 III o AnI I1 III I j w I IIIII1 1II 1 s I 1 1I1 1 1I 1 I II1 i I 1A I1 I IIA I I1 1 II _ I I 111 I 1 1A I_ 1 I IIA 1: I I Ii I 1A I i 1 1I I I I 111 IL r---- I ------ 1 II I -_-__ 1 I I_ 1 II 1I I II77 I II_ 1: 1II I: I1I I: :, 1 1I 1I I 1i' F I I7TT77 1 II 1I I I 1 II I7= 77 1 i 1 1i I I I I 11I i 1 1i I I1I I 11i 1 I7= 77 I7 1 I77777 I I 1i I I177777 1 i 1 1I I 11I I I7TT77 i I I7TT77 i e5 1 I7= 77 1 1I I 1 1 aS 1 I II I I a5 I I 1 I 1aS&S I11 1 1 IIeS IaSI I III a5 I 1 1I 1 a5 1 1 1III BS I I I I 1$ I1 1111BSA I1I I 1I II1 I 11I I I I 1I 1 A 1 I I II1I I1 1 I II I1 I II I1 I I1 I III 1I 1I1II IFit1 s0'- 0" (NET) - ory V" ln' cOol I I lY.. LIP F- AZI) 'Vj' ANGLE Mk. A3 5- X3 Y' N2" ANGLE Mk. A2 FW Y'xY" ANGLE Mk. Al BridgeCare BRIDGECOR SINGLE RADIUS ARCH - (OUTSIDE VIEM 28'- 10" SPAN x 7'-5" RISE ARRIoM ome MTH 3/18/19 er rNcvina H REV.1 RSCALE= 1:100 Y E REV.2 NtProjeotNo. Rev. CBC- zzza5-1 2 EIIgiI1IC FOR APPROVAL PRE-570093-020-BCORSRA-CON-B1 REV.2 areevg ane an^mumn anmm ^ntnva ava g^v NTECH BRIDGECOR SINGLE RADIUS ARCH PROJECT No: 570093 SEQ. No: ozo Am 3182019 281- 1011 SPAN X 71-511 RISE o IXXX oMSCC a^ a°Ty ENGINEEREDSOLUiIONSLLC STRUCTURAL PLATE ff d, - - pp- - - CoRlethES.Conn 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 T TRACT RIVANNA VILLAGE - LAZY BRANCH 2 528/2020 REVISED NOTES -SHEET 4 MJO RG CNECKEO: MJO APPROVED: XXX s °"""° °^ m•" 800.338- 7122513645-7000 513645-7993 FAX oa";:..r L: KESWICK, VA MARK DATE REVISION DESCRIPTION BY o, wNmMmn.. 5 OF 6 MOVEMENT CONTROL HOOKS TYPICAL) 2'-7%" I 8'-11%" 32' I I \ 30v\ 2- I I MOVEMENT CONTROL HOOK PLACEMENT DETAIL SCALE = 1:30 rf Appov Due.e 3/18/19 newBYMTH12Y2&ZD DH REV1ProjectCBCJEREV.2No. Rev.2529120 CBC-22245-12giI1BBfS FOR APPROVAL PRE-570093-020-BCORSRA-CON-B1 REV.2 areevg ane an^mumn anmm ^ntnva ava g^v NTECH AU l' BRIDGECOR SINGLE RADIUS ARCH PROJECT No: 570093 SEQ. No: 020 DAM 31s2o1s LH-10" SPAN X T-5" RISE o I XXX oM ka^ a°Ty ENGINEEREDSOLUiIONSLLC STRUCTURAL PLATE SCC ff d , - - - - 2 528/2020 REVISED NOTES -SHEET 4 MJO RO ContethES.Conn T RIVANNA VILLAGE - LAZY BRANCH DI ECNEMAPPROVED: s °"° °^ m•" 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 TRACT MJO XX X800. 338-1122 513645-7000 513645-7993 FAX oa";:.. r: KESWICK, VA o, wNm Mmn.. MARK DATE REVISION DESCRIPTION BY 6 OF 6 C=::NTECH' ENGINEERED SOLUTIONS LLC Br'ldgeCv,or BRIDGECOR SINGLE RADIUS ARCH RIVANNA VILLAGE - TERRAPIN PLACE KESWICK, VA 570093-INDEX PAGE NUMBER PAGE TITLE 1 COVER SHEET 2 PLAN VIEW/SECTION 3 ELEVATIONS 4 SPECIFICATIONS 5 PLATE LAYOUT 5 MOVEMENT CONTROL HOOK PLACEMENT PRE-570093-010-BCORSRA-CON-Cl REV.3 CONTECH PROJECT ID# 570093 APPROX. AREA =149.1 SO. FT. PLATE MAKE UP: 1@ 9 S, 2@ 8 S TOTAL =25S NOTES: 1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS. 2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. R17'-10' 3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = INCHES. BRIDGECOR SINGLE RADIUS ARCH W) xENDVIECROWN CENTERLINE 28'- 10" SPAN x 7'-5" RISE SCALE = 1:60 At FLOW 9S I 1IIIi i I I8s I IIIIIIIII I II IIIIIi SS 1 I IIIII IL I 8S vl I IIIIIIIss I Ii I I i I IIIII . 8S BRIDGECOR SINGLE RADIUS ARCH 28'- 10" SPAN x 7'-5" RISE 7 GAGE, HOT -DIP GALVANIZED FLOW MODULAR BLOCK HEADWALLS ( BY OTHERS) 71'- 8" (OUT TO OUT) MODULAR BLOCK HEADWALLS ( BY OTHERS) BRIDGE PLAN SCALE = 1:150 BRIDGECOR SINGLE RADIUS ARCH 28'- 10" SPAN x 7'-5" RISE 7 GAGE, HOT -DIP GALVANIZED FLOW 28'- 10" I 71'E" (OUT TO OUT) TWO RING LAYOUT OUTSIDE VIEW) BRIDGE PROFILE SCALE = 1:60 SCALE = 1:150 BndgeCor App N 3/ 18/19 DMTH 122/1 BE REVA CEngineersB 2 DH REV.2 Ponect No. Rev. 2 9/2 BE REV.3 CBC- 222a5-2 3 FOR APPROVAL PROJECT No.: SEO No.: DATES LLCo,'..e L N.,eC BRIDGECOR SINGLE RADIUS ARCH 570093 010 3118/2019 r ° eu''°Pv4i®4vi 4 5/28/2020 REVISED NOTES - SHEET 4 MJ0 RG NTECH Nam[ n m.nrewlwnm.purwium,vnanm F "" w.k STRUCTURAL PLATE 28'-10" PAN X 7'-5" RISE DESIGNED: XXX DRANM: SCC w..,rye.".m:.,,rn,NiMa,.sow.gm 3 2119/2020 GENERAL REVISIONS PER FOR SCC ENGINEERED SOWIIONS LLC so - „ ep„d ,,,"„,., —1h 2 7/22/2019 REV. HEIGHT OF COVER ScC w .ContechES.com RIVANNA VILLAGE -TERRAPIN PLACE CHECKED: APPRGVFD: m. m.`"° am:e a.mw r ld „ea",..,.., CONTECH MJO XXX p', a•^- "°K °'v"'°a ^"' °"A° 1 7/18/2019 REV. SHAPEILAYOUT SCC 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CONTRACT o 800- 338-1122 513E45-7000 513-645-7993 FAX oanwlNc KESWICK, VA GHEE'"°` d-,,. e.-M.,..,r s„ re,m,mae,:uxgimww.a MARK DATE REVISION DESCRIPTION BY 2 OF 6 MODULAR BLOCK HEADWALLS (BY OTHERS) 7'-0" HEIGHT OF BRIDGECOR SINGLE RADIUS ARCH 28'-10" SPAN x 7'-5" RISE 7 GAGE, HOT -DIP GALVANIZED CONCRETE FOOTINGS SEE CBC REPORT 22245D-2-0319-05, REV.2 DATED 2128120) 1( 710141 5"x3 X"x)4" I CURVED ANGLES ELEVATION VIEW SCALE = 1:50 TOP OF FOOTING - ELEV. = 348.75 VERTICAL SETTLEMENT JOINT. LOCATED AT THE TRANSITION FROM THE FOOTING TO THE LEVELING PAD. MODULAR BLOCK HEADWALL/ WINGWALL BY OTHERS) ONE FULL BLOCK LENGTH MIN. AND EXTEND TO THE OUTSIDE EDGE OF FOOTING LEVELING GRANULAR BACKFILL MATERIAL 5" LEG OF 5"x3 1/2"xl/2" ANGLE REINFORCED CONCRETE ARCH FOOTING rWr^ vN/yJ L MODULAR BLOCK HEADWALL DETAILS SCALE = N.T.S. AS DESIGNED BY THE ENGINEER, THE REINFORCED CONCRETE FOOTINGS MAY BE WIDENED AT THE ENDS OF THE STRUCTURE TO: ACHIEVE AN ADEQUATE HEADWALL WIDTH. MAINTAIN THE SETTLEMENT JOINT AT THE FOOTING/LEVELING PAD INTERSECTION. COMBINE THE ABOVE WITH A WINGWALL INTERSECTION AS REQUIRED. NOTE: OUT TO OUT OF FOOTING IS A CRITICAL DIMENSION. SEE PLAN VIEW. MODULAR BLOCK HEADWALLS BY OTHERS) VARIES Ug `314" BOLT' B6" D.C. ndgeCI r Ir GEOTEXTILE ATTACHED WITH CONSTRUCTION ADHESIVE LOW SHRINK P 00I MIN. CD CEMENT AypR DMe Rev. By Deavpomr RECOMMENDED HEADWALL DETAILS STRENGGROUT TH COMPRESSIVE STRENGTH TO FILL AREA SHOWN. MTH 3/18/19 1 12211 BE REVA REFERENCE WALL DESIGN (BY OTHERS) FOR SPECIFIC INFORMATION INSIDE BRIDGECOR Prcyect No. Rev. 2 0 BE REV.2 a zo a REV.3 FOR APPROVAL cec-222452 3 Engineers a" wgbw^^m PROJECT No.: SEO No.: DATE SLLC BRIDGECOR SINGLE RADIUS ARCH 570093 010 3/18/2019 o,'.. pnew L N. r e C NTECH NCH' r °eu''°Pv4i®4vi 4 5/28/2020 REVISED NOTES - SHEET 4 MJ0 RG n m. nrerwlwnm.Purwium rvnanm DESIGNED: DRANM: F sr. d.eNiMa,..00,.gm 3 2119/2020 GENERAL REVISIONS PER FOR SCC ENGINEERED SOWIIONS LLC STRUCTURAL PLATE 28r-1 PAN X 7'-5rr RISE XXX SCC na - „ep„d,","„= ea., opoo —h 2 7/22/2019 REV. HEIGHT OF COVER ScC w .ContechES.com RIVANNA VILLAGE -TERRAPIN PLACE CHECKED: APPROVED: 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CONrECH MJO XXX r 'a•^- "'°K a'P"'°a ^"' 1 7/18/2019 REV. SHAPEMYOUT Scc CONTRACT KESWICK, VA SHEET NO: md.ddm r" r d-,,-d.-. ,v,.,v„ra .r 800-338-1122 513E45-7000 513-645-7993 FAX DaAvnNc s„re,"m, m.,e,:uxgimwouea MARK DATE REVISION DESCRIPTION BY 3 DP 6 TRENCH 10.0' BACKFILL WI SEE NOTE#1 TRENCHWALL NATURAL UNDISTURBEDEMBANKMENT REINFORCED CONCRETE L FOOTING GENERAL EMBANKMENT FILL AND NATIVE FOUNDATION SOIL (BY OTHERS) TO BE AS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND PROJECT REQUIREMENTS (TYPICAL ALL SIDES). SELECT GRANULAR STRUCTURAL BACKFILL LIMITS. MINIMUM LIMITS OF COMPACTED SELECT EMBANKMEN- GRANULAR STRUCTURAL BACKFILL CONDITION 10.0' BACKFILL WIDTH SEE NOTE#1 MIN. INITIAL LIFTS OVER THE CROWN OF STRUCTURE AS INDICATED BY SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY WITH HAND OPERATED EQUIPMENT OR WITH LIGHTWEIGHT TRACTOR (D4 OR LIGHTER) EQUIPMENT. NOTES: i E SEE NOTE #5 BRIDGECOR SINGLE w RADIUS N ARCH I 8" LOOSE LIFTS I QF= T1r)M 1. MINIMUM SELECT GRANULAR STRUCTURAL BACKFILL MOTH IS BASED ON AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12 AND/OR THE RESULTS OF THE PROJECT SPECIFIC FINITE ELEMENT ANALYSIS. 2. ALL SELECT GRANULAR STRUCTURAL BACKFILL TO BE PLACED IN A BALANCED FASHION IN THIN LIFTS (87 LOOSE TYPICALLY) AND COMPACTED TO 90 PERCENT DENSITY PER AASHTO T-180. 3. MONITORING OF THE SINGLE RADIUS ARCH STRUCTURE IS REQUIRED DURING THE BACKFILLING PROCESS. THE METHOD, FREQUENCY AND DURATION SHALL BE DETERMINED BASED ON THE SIZE AND SHAPE OF THE STRUCTURE. 4. PREVENT DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METHODS AND EQUIPMENT. 5. PLACE SELECT GRANULAR STRUCTURAL BACKFILL IN RADLAL LIFTS AT APPROXIMATELY 75% OF THE RISE OF THE SINGLE RADIUS ARCH STRUCTURE. 6. BECAUSE OF THE FLEXING AND VIBRATION OF THE CROWN PLATES, THE FULL COMPACTION DENSITY LEVELS OFTEN CAN NOT BE ACHIEVED IN THE FIRST SEVERAL INCHES OF FILL OVER THE CROWN. 7. CONTECH ACKNOWLEDGES THAT A WATERLINE & SLEEVE WILL BE PLACED WITHIN THE BACKFILL ZONE PER PROJECT PLAN SHEET 44 NOTES DETAILS. CONCERNS FOR THE LOADING AND POSSIBLE SETTLEMENANT ODF THE LINE AND SLEEVE ARE THE RESPONSIBILITY OF OTHERS THAN CONTECH. ON A PROJECT SPECIFIC ANALYSIS GAGE TO BE ILL MATERIAL TO BE AASHTO "A-1" OR USCS "Sod IF OTHER BACKFILL MATERIALS ARE TO BE EVALUATED, CONTACT YOUR LOCAL CONTECH REPRESENTATIVE. Appeaser! Dale * BCCbassBy MTH 3/1 all9 1 nW1<,Por No. Ray. 2 8/2( 3cec- zzza5-z 3Engineers zi I ADDITIONAL SELECT GRANULAR STRUCTURAL BACKFILL NOTES: SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION ARE KEY FACTORS IN OBTAINING MAXIMUM STRENGTH AND STABILITY. THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND FOREIGN MATERIAL THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO CREATE VOIDS. BACKFILL MATERIAL SHOULD BE WELL GRADED GRANULAR MATERIAL THAT MEETS THE REQUIREMENTS OF THE PROJECT SPECIFIC ANALYSIS NOTED BELOW. REFERENCE THE STRUCTURAL PLATE BACKFILL GROUP CLASSIFICATION TABLE ON THIS SHEET. BACKFILL MUST BE PLACED SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE IN 8" LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 90% DENSITY PER AASHTO T-180. A HIGH PERCENTAGE OF SILT OR FINE SAND IN THE NATIVE SOILS SUGGESTS THE NEED FOR A WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL MIGRATION. IF THE PROPOSED BACKFILL IS NOT A WELL GRADED GRANULAR MATERIAL, A NON -WOVEN GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN THE SELECT BACKFILL AND THE IN SITU MATERIAL. DURING BACKFILL, ONLY LIGHTWEIGHT TRACKED VEHICLES (04 OR LIGHTER) SHOULD BE NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE FINISHED GRADE. THE ENGINEER AND CONTRACTOR ARE CAUTIONED THAT THE MINIMUM COVER MAY NEED TO BE INCREASED TO HANDLE TEMPORARY CONSTRUCTION VEHICLE LOADS (HEAVIER THAN D4). STRUCTURAL PLATE BACKFILL GROUP CLASSIFICATION, REFERENCE AASHTO M-145 GROUP CLASSIFICATION A-0a A-1-0 Sieve Analysis Percem Passing No. 10(2.000mm) sard- No. 40(0425 mr) 30mex 1 50max. No. 20D (0.075 me) IS. 1 25... Atlernerg Umpa fro FracOon Pawing No. 40 (0425 tam) uquld Gm6s I _ Plasticity Index 6 max 1 6.... Usual Materiato Stone Fragment Grand and Sand 1. 0 1. 2 2. 0 Metlitied from AASHTO M-145. Fine beach AAA TO M-145 sands, stream deposited sands, etc., exhibiting fine, mantled particles and typically tlassfietlbyAASHTOM-145 as A-3 Materials should not be used. Reference the most cu bed version of ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes ( Unified Soil Classification System), for comparable soil groups. FOR APPROVAL NON - WOVEN FILTER FABRIC TO BE PLACED BETWEEN THE SELECT BACKFILL AND ADJACENT EMBANKMENT FILL/ NATIVE FOUNDATION SOIL AS DETERMINED NECESSARY BY PROJECT GEOTECHNICAL ENGINEER TO PREVENT SOIL MIGRATION (TYPICAL ALL SIDES). 1. 1 STANDARDS -All standards referm the current A$TM/AASHTO edition unless otherwise noted. 1. 1.1 ASTM A761 -Corrugated! Steel Structural Plate, Zinc Coated for Field - Bolted Pipe, Pipe -Arches and Arches" AASHTO Designation M-167). Division I - Design, AASHTO LRFD Bridge Design Specifications Section 12. 8M Edition: 2017 and VDOT Modifications. 1. 1.3 AASHTO Standard Specification for Highway Bridges -Section 26 Division II - Construction, AASHTO LRFD Bridge Construction Specifications - Section 26. ASTM A807, Standard Practice for Installing Corrugated Steel Structural Plate Pipe. All materials and construction shall be in accordance with VDOT Road and Bridge Specifications dated 2020. 1. 2.1 Owner- In these specifications the word "Owner shall mean ALAN FRANKLIN PE, LLC. 1. 2.2 Engineer- In these specifications the wood "Engineee'shall mean the Engineer of Record or Owners designated engineering representative. 1. 2.3 Manufacturer- In Mesa specifications me word -Manufacturer' shall mean CONTECH ENGINEERED SOLUTIONS 804-2924655 NATHAN SAUER. 1. 2.4 Contractor - In these specifications the wood "Contractor' shall mean the firm or corporation undertaking the execution of any installation work under me terms of these specifications. 1. 2.5 Approved - In these specifications Me word -approved" shall refer to the approval of me Engineer or his designated representative. 1. 2.6 As Directed - In Mesa specifications me words "as directed" shall mfer to the directions to the Contractor from the Owner or his designated representative. 2. 1 Any installation provided herein shall be endorsed by Me Engineer; discrepancies herein are governed by Me Engineers plans and specifications. 2. 2 The Contractor shall furnish all labor, material antl equipment and perform all work and services except those set out and burnished by Me Owner, necessary to complete in a satisfactory manner Me site preparation, excavation, filling, compaction, grading as shown on the plans and as described therein. This work shall consist of all mobilization clearing and grading, grubbing, stopping, removal of existing material unless otherwise staled preparation of the land to be filled filling of Me logo spreading and compaction of Me fill, and all subsidiary work necessary to complete the grading of the cut and fill areas to conform with the lines, goatee, slopes, antl Specifications. This work is to be accomplished under Me observation of Me Owner or his designated representative. 2. 3 Prior to bidding Me work, the Contractor shall examine, investigate and inspect the construction site as to Me nature antl location of the work, and Me general and local conditions at Me construction site, including without Imitator, the character of surface or subsurface mntlitions and obstacles to be encountered on and around the marsh motion site and shall make such additional investigation as he may ream necessary for the planning and proper execution of the work. If conditions other than those indicated are discovered by Me Contractor, the Owner shall be notified immediately. The material which Me Contractor believes to be a changed condition shall not be disturbed so that the owner can investigate Me condition. 2. 4 The construction shall be Performed under the direction of me Engineer. 2. 5 All aspects of the structure design and site layout including foundations, backfill, end treatments and necessary scour mosideratien shall be Performed by Me Engineer. 3. 0 ASSEMBLY AND INSTALLATION 3. 1 Bolts and nuts shall conform to the requirements of ASTM A449. The single radius arch structure shall be assembled in accordance with the plate layout drawings provided by the Manufacturer and per the Manufacturers recommendations. Bolts shall be tightened using an applied torque of between 150 and 250 ft: Ibs. 3. 2 The single radius arch structure shall be installed in accordance with the plans and specifications, Me Manufacturers recommendations, and AASHTO Standard Specification for Highway Bridges - Section 26 Division 11- Construction/AASHTO LRFD Bridge Construction Specifications - Section 26. 3. 3 Trench excevation shall be made in embankment material that is structurally adequate. The bench width shall be shown on Me plans. Poor quality in situ embankment material must be removed and replaced with suitable backfill as directed by Me Engineer. 3. 4 Sending preparation is critical to both structure performance and service life. The bed should be constructed to uniform line and grade to avoid distortions that may create undsairable stresses in the stuclum antl/or rapid deterioration of Me roatlway. The bed should be free of rock formations, protruding stones, frozen lumps, mots, and other foreign matter Mat may rouse unequal settlement. 3. 5 The structure shall be assembled in accordance with the Manufactu2rs instructions. All plates shall be unloaded antl handled with reasonable care. Plates shall not be rolled or dragged over gravel rock and shall be prevented from striking rock or other hard objects during placement in trench or on bedding. 3. 6 The structure shall be backfilled using clean well graded granular material. Backfill must be placed symmetrically on each side of Me structure in 8 inch loose lifts. Each lift shall be compacted to the specified density. 3. 7 If temporary construction vehicles are required to cross Me structure, it is the Contractor' s responsibility to contact the Engineer to determine Me amount of additional minimum cover necessary to handle the specific loading condition. Normal highway traffic is not allowed to cross Me structure until the structure bass been backfilled and paved. If Me road is unpaved cover allowance to accommodate rutting shall be as directed by Me Engineer. 3. 8 If a metal headwall and/or wingwall system is specified, Me select granular structural backfill limits shall extend past the deadman anchor system. Contact the Engineer if stiff material or rock is encountered where the wingwalls and deadman are to be installed. k BRIDGECOR SINGLE RADIUS ARCH 570093 010 3/18/2019 Pv4i® 4vi 4 5/28/2020 REVISED NOTES-SHEE74 MJ0 RG C NTECH NCH' n menre wrwnme Purwivm wvnanm r mmmn"g"uw,k>b STRUCTURAL PLATE p . I ZHr- 1011 PAN X 7r-5" RISE DESIGNED: wok nRANM: CC iMa<,..ow"aiM m, 3 2119/2020 GENERAL REVISIONS PER FOR SCC ENGINEERED SOLUTIONS LLC 2 7/22/2019 REV. HEIGHT OF COVER SCC www.ContechES.com RIVANNA VILLAGE -TERRAPIN PLACE CHECKED: APPRGVFD: m,, aas.:e CONTECH Milo wUC n ' a•^- "°K °'s"'°a ^"' °" 1 7/18/2019 REV. SHAPEAAVOUT SCC 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CONTRACT M, b„-.•".,a" a, mr.e m 800-338-1122 513E45-7000 513-645-7993 FAX DRAWING KESWICK, VA SHEET"°` r", a..n". r.",M.,e, .,",,,a.. a, mae,: ungimwouea MARK DATE REVISION DESCRIPTION BY 4 DF 6 UC IAIL A SCALE: N.T.S. APPROX. AREA= 149.1 SQ. FT. PLATE MAKE UP: 1@ 9 S, 2@ 8 S TOTAL = 25 S ALL COMPONENTS MUST BE ASSEMBLED IN THE SAME ORIENTATION AS SHOWN IN THIS DETAIL. PAY CLOSE ATTENTION TO MARK NUMBERS ON THE COMPONENTS. LEGEND 0 2 PLATE LAP SEAMS - 1Y" LONG BOLT 3-PLATE SEAM - 2" LONG BOLT MATERIAL 7 GAGE HOT —DIP GALVANIZED NOTES: 1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS. 2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = INCHES. 5"x3 Y'WY" ANGLEMk. All R1T-10" — CROWN CENTERLINE 5"x3 Y2-XY" ANGLEMk. A2 5"x3 Y"xY" ANGLE Mk. A3 BRIDGECOR SINGLE RADIUS ARCH — (END VIEW) 28'-10" SPAN x 7'-5" RISE SCALE = 1:60 lY2" LIP R_ rl VO O.D. BRIDGECOR OUTSIDE CREST I USE 314" x 3" LONG M.P. BOLT AT MOVEMENT CONTROL HOOKS AT EVERY THIRD SEAM E (SEE PLATE LAYOUT FOR LOCATIONS) MOVEMENT CONTROL HOOK MOVEMENT CONTROL HOOK DETAIL SCALE: N.T.S. MOVEMENT CONTROL HOOKS QTY. OF 18) FOR SHAPE MONITORING FLOW PLACEDAT EVERYTHIRD SEAM eS I:... 1I 1 8S I IIII1 I I I1 9S I I I I I I I 1 I I II eS I I I I: i II 1 z8$ 1 I I I I: i II 9S I I I:... i 1I 1 8S I I I I I I I1 eS I I I I I I I I I: 1II I I s I I I 1....: i II 85 IIII I:... i II I _— 95: II I I: .: i II I BS I I I I I'. i II I 1 9S. I I I I:. I I I BS I I I I 1 I I I I I I I I I I I 95 IIII 1 1 8$ I I I I I I I 8S I I BS I I 1 ... I 1 85 I 11I I I I I I SS I I 11-- I I I I 8S 1II I I I 8S II I I I I: 1 I I 1 I I 8S II I I 1 _ I 85 II I I I_ 7 I I I I II I 1I 86 III III j 85 II I 85 ' IIII I I I II II I 8S II 1 I I 1 AsI I II11I I BS I I I1II1 I i I I 98 I I I1I1I II I i9S, I I III I I I sS I I I I I I 9S IIIII I I 1 AS I I I I BS II I I II I 1 9S I l I I I SV I I 1 ,. es' I ItIII 1 I II BS I II111 I i A as IIIII I i I i I 85 IIIII 1 I III I I I I I I I I 1I I 1I 8S I I I 1 1-,\85/; I v I I I I BS I I I i E71'-3" NET) - IV .. rnvoos. I I 1Y" LIP 5'W3 Y"xY" ANGLE Mk. A6 5"x3 Y'WY"ANGLE Mk. A5 5"X3 Y"xY" ANGLE Mk. A4 AppmueC N» Rev. By Deavpomr BRIDGECOR SINGLE RADIUS ARCH — (OUTSIDE VIEW) MTH 3I18/19 1 12211 BE REVA 28'-10" SPAN x T-5" RISE Project No. Rev. 2 DH REV.2 IN " wilew CBC-22245-2 3* CBC Engineers a B REV.3 snd©eCwm FOR APPROVAL SCALE=t:toD a+wgYw^^m 1i/ PROJECT No.: SE". No.: DATE vue. "'' NBRIDGECOR SINGLE RADIUS ARCH 570093 010 3n6rzols E , e L too N.r.e C NTECH NCH' eu''°Pv4i®4vi 4 5/28/2020 REVISED NOTES -SHEET 4 MJ0 RG n m.nrerwlwnm.Purwium rvnanm DESIGNED: DRAM, SOWIIONS 32119/2020 GENERAL REVISIONS PER FOR SCC STRUCTURAL PLATE 28'-1 " PAN X 7'-5r' RI E ENGINEEREDLLCXXX SCC na - „ op„d ,,rm,.m, —1h 2 7/22/2019 REV. HEIGHT OF COVER SCC w .ContechES.com RIVANNA VILLAGE —TERRAPIN PLACE CHECI( ED: APPROVED: am: e a.mw dad ovda",..,.., 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CONrECH MJO XXX p'_ v_- "'°K a'P"'°a ^"' °"A° 1 7/18/2019 REV. SHAPEMYOUT SCC CONTRACT KESWICK, VA SHEET NO: m d.ddm r"r d..lg". d.-., ..,r 800-338-1122 513E45-7000 513-645-7993 FAX oanwlNc s rre,"m,mae,:uxgimwouea MARK DATE REVISION DESCRIPTION BY 5 DP 6 MOVEMENT CONTROL HOOKS TYPICAL) 1!\ 10'-2Ya" z'-7y,. I 8r-11%. I 9'23- i 32 30° 2° MOVEMENT CONTROL HOOK PLACEMENT DETAIL SCALE = 1:30 BridgeCor A,Peo MTH N,a 3/18/19 CEnB D D qy rRy FOR APPROVAL 1/22/1 BE REV.1 Prgeq No. cec-zzza5-z Rev. 3gineers D39/2 B REV.3 a+wgbw^^m na menrerwlwnme purxMrm.vnanm F mmm°"e",..r."w, - sr..,ry e.".m:.,,rn,NiMa,..Por.aiM m, na - „000,,ra, — . a.mw CNTECH ENGINEERED SOWIIONS LLC w .ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 NCH' STRUCTURAL PLATE CONrECH CONTRACT oanwlNc BRIDGECOR SINGLE RADIUS ARCH p .IZHr- 1011 PAN X 7-5" RISE RIVAN NA VILLAGE - TERRAPIN PLACE KESWICK, VA PROJECT No.: 570093 SEO No.: 010 DATE 311MO19 5/28/2020 REVISED NOTES-SHEE74 MJ0 RG DESIGNED: Doc DRANM: CC32119/2020 GENERAL REVISIONS PER FOR SCC 2 7/22/2019 REV. HEIGHT OFCOVER Scc CHECKED: MJO APPRGVFD: XXXm:e pie „ee",.,,.., wx p'a•^- "'°K e'v'^°a ^"' me.eem r e..ls. Da",M.ee,.,v„ra ,r s rre,m,mae,:uxgimwou,.a 1 7/18/2019 REV. SHAPEMYOUT Scc 800-338-1122 513E45-7000 513-645-7993 FAX SHEET NO: 6 DP 6MARKDATEREVISIONDESCRIPTIONBY