HomeMy WebLinkAboutEx3_ArchC STREAML SMITHERS AVE. SC ROADL35'-1"45'-3"R/WR/WR/WR/WE/PE/PE/PE/P80'-4" (OUT TO OUT LENGTH)
21'-0"
SPAN
21'-0" SPAN x 8'-10" RISE
10 GAGE, HOT-DIP GALVANIZED
MULTI-PLATE SINGLE RADIUS ARCH
CONCRETE FOOTING
(BY OTHERS)
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DESIGNED:
APPROVED:Z:\CAD FILES\1898-CONTECH VUECREST\PRE-521539-010-MP-PRO-A_REV1_22X34.DWG 6/2/2016 2:19 PMSHEET NO.:
OF 5
XXX
3/7/2016
DATE:PROJECT No.:
521539
SEQ. No.:
010
PRE-521539-010-MP-PRO-A_REV1_22X34
2
PROPOSAL
CONTECH
DRAWINGREVISION DESCRIPTIONDATE BY
800-338-1122 513-645-7000 513-645-7993 FAX
The design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor by
Contech Engineered Solutions LLC ("Contech"). Neither this
drawing, nor any part thereof, may be used, reproduced or
modified in any manner without the prior written consent of
Contech. Failure to comply is done at the user's own risk and
Contech expressly disclaims any liability or responsibility for
such use.
If discrepancies between the supplied information upon which
the drawing is based and actual field conditions are encountered
as site work progresses, these discrepancies must be reported
to Contech immediately for re-evaluation of the design. Contech
accepts no liability for designs based on missing, incomplete or
inaccurate information supplied by others.
www.ContechES.com
SITE PLAN
SCALE: 1/8" = 1'-0"
STRUCTURAL PLATE
RENTON, WA
VUECREST
111 PI, MULTI-PLATE SINGLE RADIUS ARCH
21'-0" SPAN x 8'-10" RISE
6/1/16
80'-4" (OUT TO OUT LENGTH)
C STRUCTUREL
21'-0" SPAN
CONCRETE FOOTING
(BY OTHERS)
21'-0" SPAN x 8'-10" RISE
10 GAGE, HOT-DIP GALVANIZED
MULTI-PLATE SINGLE RADIUS ARCH
FLOW
8'-10" RISE
80'-4" (OUT TO OUT LENGTH)
21'-0" SPAN x 8'-10" RISE
10 GAGE, HOT-DIP GALVANIZED
MULTI-PLATE SINGLE RADIUS ARCH
FLOW
CONCRETE FOOTING
(SEE SHEET S-1)
21'-0" SPAN 8'-10" RISER10
'
-8
"
8'-0" MIN.
HEIGHT OF COVER
GRADE
(8'-10" RISE)4" MIN.8" MIN.
(21'-0" SPAN)
REINFORCED CONCRETE
FOOTING (SEE SHEET S-1)
MULTI-PLATE
ARCH
INSIDE OF
MULTI-PLATE ARCH
GROUT
1'-6"3'-0"
CENTER STRUCTURE
IN 4"x8" KEYWAY
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CHECKED:
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DESIGNED:
APPROVED:Z:\CAD FILES\1898-CONTECH VUECREST\PRE-521539-010-MP-PRO-A_REV1_22X34.DWG 6/2/2016 2:19 PMSHEET NO.:
OF 5
XXX
3/7/2016
DATE:PROJECT No.:
521539
SEQ. No.:
010
PRE-521539-010-MP-PRO-A_REV1_22X34
3
PROPOSAL
CONTECH
DRAWINGREVISION DESCRIPTIONDATE BY
STRUCTURAL PLATE
RENTON, WA
VUECREST
111 PI, MULTI-PLATE SINGLE RADIUS ARCH
21'-0" SPAN x 8'-10" RISE
800-338-1122 513-645-7000 513-645-7993 FAX
The design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor by
Contech Engineered Solutions LLC ("Contech"). Neither this
drawing, nor any part thereof, may be used, reproduced or
modified in any manner without the prior written consent of
Contech. Failure to comply is done at the user's own risk and
Contech expressly disclaims any liability or responsibility for
such use.
If discrepancies between the supplied information upon which
the drawing is based and actual field conditions are encountered
as site work progresses, these discrepancies must be reported
to Contech immediately for re-evaluation of the design. Contech
accepts no liability for designs based on missing, incomplete or
inaccurate information supplied by others.
www.ContechES.com
PLATE MAKE-UP: 3 @ 21Pi, 2 @ 24Pi
111 Pi Total
AREA= 139.2 SF
NOTES:
1. ALL DIMENSIONS ARE TO INSIDE OF CORRUGATION CREST,
UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING
TOLERANCES.
BRIDGE PLAN
SCALE: 1/8" = 1'-0"
BRIDGE PROFILE
SCALE: 1/8" = 1'-0"
21'-0" SPAN x 8'-10" RISE MULTI-PLATE
SINGLE RADIUS ARCH
SCALE: 1/8" = 1'-0"
SLOTTED FOOTING DETAIL
SCALE: N.T.S.
6/1/16
NATURAL
UNDISTURBED
EMBANKMENT
COMPACTED NORMAL
ROAD FILL
SEE NOTE #4
W
MINIMUM LIMITS OF
COMPACTED NORMAL
ROAD FILL
SEE NOTE #4
W
H
HSEE NOTE #5LIFTS-COMPACTEDNORMAL ROAD FILLMINIMUM LIMITS OF COMPACTED SELECT
GRANULAR STRUCTURAL BACKFILL
FOR HEIGHTS OF COVER
OVER 8'-0", PAY CLOSE
ATTENTION TO NOTE #4.
NORMAL ROADFILL ABOVE
MIN. COVER LEVEL
INSIDE
MULTI-PLATE
ARCH
8'-0" MINIMUM COVER LEVELADDITIONAL 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 AASHTO M-145 FOR SOIL CLASSIFICATIONS A-1, A-2, A-3.
BACKFILL MUST BE REPLACED SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE
IN 6" LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 90% DENSITY
PER AASHTO T-99.
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.
DURING BACKFILL, ONLY SMALL TRACKED VEHICLES (D-4 OR SMALLER) SHOULD BE
NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE
FINISHED GRADE.
SELECT GRANULAR STRUCTURAL BACKFILL LIMITS.CRITICAL BACKFILL ZONE, PRESSURE ON SOIL GREATEST HERE.
INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY
SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY
WITH HAND OPERATED EQUIPMENT OR WITH SMALL TRACTOR
(D-4 OR SMALLER) DRAWN EQUIPMENT.
NOTES:
1. ALL SELECT GRANULAR BACKFILL TO BE PLACED IN A BALANCED FASHION IN THIN LIFTS (6"-8" LOOSE TYPICALLY) AND COMPACTED
TO 90 PERCENT DENSITY PER AASHTO T-99.
2. COMPLETE AND REGULAR MONITORING OF THE ARCH IS NECESSARY DURING ALL BACKFILLING STEPS.
3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METHODS AND EQUIPMENT.
4. TRENCH WIDTH AND / OR SELECT FILL ENVELOPE WIDTH SHALL BE BY DIRECTION OF THE PROJECT ENGINEER. A TYPICAL WIDTH OF4 FEET IS
DEPICTED, BUT GREATER OR LESSER DISTANCE MAY BE REQUIRED DEPENDING UPON SITE-SPECIFIC CONDITIONS. THIS WIDTH DEPENDS ON
FACTORS SUCH AS THE LATERAL PRESSURES EXERTED BY THE STRUCTURE ONTO THE ADJACENT SOIL FOR THE GIVEN LOADING CONDITIONS,
THE STRUCTURE SHAPE, THE QUALITY OF THE SELECT FILL MATERIAL AND THE STRENGTH OF THE IN SITU EMBANKMENT / TRENCH MATERIAL.
THESE FACTORS MUST BE EVALUATED BY THE PROJECT ENGINEER FOR EACH SPECIFIC SITUATION.
5. H = STRUCTURE RISE + COVER.
SECTION
ȭ
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CHECKED:
DRAWN:
XXX
DESIGNED:
APPROVED:Z:\CAD FILES\1898-CONTECH VUECREST\PRE-521539-010-MP-PRO-A_REV1_22X34.DWG 6/2/2016 2:19 PMSHEET NO.:
OF 5
XXX
3/7/2016
DATE:PROJECT No.:
521539
SEQ. No.:
010
PRE-521539-010-MP-PRO-A_REV1_22X34
4
PROPOSAL
CONTECH
DRAWINGREVISION DESCRIPTIONDATE BY
6/1/16 CHANGED NOTE TO PROJECT ENGINEER CM
800-338-1122 513-645-7000 513-645-7993 FAX
The design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor by
Contech Engineered Solutions LLC ("Contech"). Neither this
drawing, nor any part thereof, may be used, reproduced or
modified in any manner without the prior written consent of
Contech. Failure to comply is done at the user's own risk and
Contech expressly disclaims any liability or responsibility for
such use.
If discrepancies between the supplied information upon which
the drawing is based and actual field conditions are encountered
as site work progresses, these discrepancies must be reported
to Contech immediately for re-evaluation of the design. Contech
accepts no liability for designs based on missing, incomplete or
inaccurate information supplied by others.
www.ContechES.com
BACKFILL ZONE DETAIL
SCALE: N.T.S.
STRUCTURAL PLATE
RENTON, WA
VUECREST
111 PI, MULTI-PLATE SINGLE RADIUS ARCH
21'-0" SPAN x 8'-10" RISE
6/1/16