SPRING CANYON TRL HIGHWAY BURGESS SHERIDAN LAKE RD VICTORIA LAKE RD DR ALBERTTA RD SPRING CANYON TRL RD LAKE 385 HIGHWAY 16 SHERIDAN BOULDER HILL RD DAKOTA POINT RD P 6480(4) PCN 5777 SHERIDAN LAKE ROAD RECONSTRUCTION BEGIN P 6480(04) Station 1+00.0 is 157.73' East and 13.00' North of the South 1/4 corner of Section 2, Township 1 South, Range 5 East of the Black Hills Meridian END P 6480(04) Station 595+66.0 is 262.78' North and 489.61' West of the South 1/4 corner of Section 29, Township 1 North, Range 7 East of the Black Hills Meridian INDEX OF SHEETS E1: Layout Map and Index E2: Estimate of Structure Quantities E3-E9: Str. No. 52-286-367 20' x 12' Box Culvert (Precast) E10-E12: 9' X 8' Box Culvert (Precast) E13-E16: Gravity Large Block Retaining Walls E17 E1 SECTION E: STRUCTURE PLANS Str. No. 52-286-367 20' x 12' Box Culvert (Precast) 9' x 8' Box Culvert (Precast) Sta. 587+94.31 to 589+06.31 112'-0" Gravity Large Concrete Block Retaining Wall Sta. 582+40.61 to 583+60.61 120'-0" Gravity Large Concrete Block Retaining Wall Sta. 579+82.57 to 582+58.39 276'-0" Gravity Large Concrete Block Retaining Wall FOR BIDDING PURPOSES ONLY
Transcript
SPRING
CANYON TRL
HIGHWAY
BURGESS
SHERIDANLAKE
RD
VICTOR
IA
LAKERD
DRALBERTTA
RD
SPRING
CANYON TRLRDLAKE
385
HIGHWA
Y 16
SHERIDAN BOULDERHILL RD
DAKOTAPOINT RD
P 6480(4) PCN 5777SHERIDAN LAKE ROAD RECONSTRUCTION
BEGIN P 6480(04)Station 1+00.0 is 157.73' Eastand 13.00' North ofthe South 1/4 corner ofSection 2, Township 1 South, Range 5 Eastof the Black Hills Meridian
END P 6480(04)Station 595+66.0 is 262.78' Northand 489.61' West ofthe South 1/4 corner ofSection 29, Township 1 North, Range 7 Eastof the Black Hills Meridian
INDEX OF SHEETSE1: Layout Map and Index
E2: Estimate of Structure Quantities
E3-E9: Str. No. 52-286-367 20' x 12' Box Culvert (Precast)
E10-E12: 9' X 8' Box Culvert (Precast)
E13-E16: Gravity Large Block Retaining Walls
E17E1
SECTION E: STRUCTURE PLANS
Str. No. 52-286-36720' x 12' Box Culvert (Precast)
9' x 8' Box Culvert (Precast)
Sta. 587+94.31 to 589+06.31112'-0" Gravity Large Concrete
Block Retaining Wall
Sta. 582+40.61 to 583+60.61120'-0" Gravity Large Concrete
Block Retaining Wall
Sta. 579+82.57 to 582+58.39276'-0" Gravity Large Concrete
Block Retaining Wall
FOR BIDDING PURPOSES ONLY
a.: ~ I
N N I
SECTION E ESTIMATE OF QUANTITIES
BID ITEM
NUMBER ITEM
420E0300 Structure Excavation, Retaining Wall
421E0200 Box Culvert Undercut
421E1000 Footing Undercut
530E0470 Gravity Large Concrete Block Wall
530E0718 Granular Backfill for Gravity Large Concrete Block Wall
Sheet No. 1 - General Drawing and QuantitiesSheet No. 2 - Notes and Undercut DetailsSheet No. 3 - Inlet and Outlet DetailsSheet No. 4 - Aquatic Organism Passage DetailsSheet No. 5 - Bedding Material Detail and NotesSheet No. 6 - Standard Plate No's. 460.02 & 560.01Sheet No. 7 - Standard Plate No. 560.11
ESTIMATED QUANTITIES
ITEM UNIT QUANTITY
Structure Excavation, Box Culvert Cu. Yd. 332
Box Culvert Undercut Cu. Yd. 282
Special Precast Concrete Culvert, Furnish Ft. 96.0
Special Precast Concrete Culvert, Install Ft. 96.0
Special Precast Concrete Culvert End Section, Furnish Each 2
Special Precast Concrete Culvert End Section, Install Each 2
Natural Streambed Material Ton 139.3
Natural Streambed Material Type 1 Ton 283.8
Natural Streambed Material Type 2 Ton 105.0
Type B Drainage Fabric Sq. Yd. 246.0
TABLE OF WORKING POINTS
W.P. STATION OFFSET
"A" 4+03.32 64.53' Lt.
"B" 3+83.69 60.72' Lt.
"C" 4+29.28 68.97' Rt.
"D" 4+09.65 72.78' Rt.
Dimension may vary with fabricator and/or installation. See Shop Plans for actual installation length.
Minimum distance to satisfy fill slope.
Based on dimensions shown.
Based on 12" walls.
The elevations shown in these plans are based on the National GeodeticSurvey (NGS) North American Vertical Datum of 1988 (NAVD88)
NOTE:Box culvert has been depressed 3'-0" below channel flow line toaccomodate Aquatic Organism Passage (AOP). The 3'-0" depressionwill be filled with Natural Streambed Material.
LEGEND
W = Width of OpeningH = Height of OpeningTt = Thickness of Top SlabTb = Thickness of Bottom SlabTs = Thickness of Side Wall
VERTICAL CURVE DATA
PLANS BY:FERBER ENGINEERING COMPANY, INC.729 E. WATERTOWN ST.RAPID CITY, SD 57701
Quantity is based on 12" bottom slab, 12" top slab and 12" walls.
For estimating purposes only, a factor of 1.4 tons/cu. yd. was used to
convert Cu. Yd. to Tons.
FOR BIDDING PURPOSES ONLY
CRDWY
Sta. 4+05.68
140'-0"
FLOW
L
CB
ox C
ulve
rtL
66'-1 1316" 73'-10 3
16"
11° RHF
26'-0
"
13'-0
"13
'-0"
28'-0"
14'-0"
26'-0"
13'-0"
2'-0
"(m
in.)
14'-0"
2" B
eddi
ng
Und
ercu
t & B
ackf
ill
SPECIFICATIONSUse South Dakota Standard Specifications for Roads and Bridges, 2015 Edition and required Provisions,Supplemental Specifications and/or Special Provisions as included in the Proposal.
GENERAL NOTESDesign shall be in accordance with Section 560 of the Specifications with the following criteria:1. Box culvert, concrete baffles and box culvert end section design shall conform to the AASHTO LRFD Bridge
Design Specifications, 2017 Edition.2. Design Live Load: HL-93 and construction loading consisting of one 7'- 6” gage axle with gross axle weight =
95,850 lbs. The construction load shall not be applied until a minimum of 4 ft. of fill has been placed over the boxculvert. Other construction loads in excess of legal load must be submitted thru proper channels to the Office ofBridge Design for analysis.
3. The box culvert shall be load rated in accordance with the AASHTO Manual for Bridge Evaluation, 2018 Editionwith the latest Interim Revisions using the LRFR method. The rating shall include evaluation at the Design Loadrating for the HL-93 truck at both Inventory and Operating levels and at the Legal Load rating for three SD legaltrucks (Type 3, 3S2 and 3-2) as well as the notional rating load and four specialized hauling vehicles noted in theAASHTO Manual for Bridge Evaluation. All sections of the box culvert shall rate at HL-93 or better (InventoryLevel). The three SD legal Loads, the notional rating load and the four specialized hauling vehicles shall rategreater than 1.0 at legal load rating level. Submit Load Rating calculations with the Design and Check Designcalculations or shop plans, as appropriate.
4. The design of the barrel sections shall be based on a minimum fill height of 2 feet and include all subsequent fillheights up to and including the maximum fill height of 10 ft. over the box culvert.
5. Minimum inside corner fillet shall be 12 in.6. Minimum precast barrel section length shall be 4 ft. Sections shown in plans are five feet and six feet in length.7. Lift holes shall be plugged with an approved nonshrinkable grout.8. The Fabricator shall imprint on the structure the date of construction as specified and detailed on Standard Plate
No. 460.02.9. Alternate end section details will be allowed, subject to the approval of the Bridge Construction Engineer. No
additional payment will be made for any change in the barrel/end section configuration.10. Installation of the precast box culvert shall be in accordance with the final approved shop plans.11. Care shall be taken when placing sections. Sections shall be only moved using the lifting holes by approved
equipment.12. A design and checked design done by S.D. Registered Professional Engineers shall be submitted to the Office of
Bridge Design thru proper channels for the Special Precast Box Culvert.13. Compaction of earth embarkment and box culvert backfill shall be governed by the Specified Density method.14. Box culvert undercut shall be paid at the contract unit price per cubic yard for Box Culvert Undercut. Base Course
for the undercut backfill will conform to Section 882 of the Specifications.15. Concrete baffles shall be cast in the box pieces at the locations shown. If weight restrictions limit the length of the
section to four feet, subsequent box sections lengths shall be adjusted so that the next upstream baffle iscorrectly located. If supplier chooses to have baffles cast in the field, a plan, including installation details shall besubmitted with the shop drawings. The cost of the concrete baffles are incidental to the special precast boxculvert and end section pay items.
16. Groundwater elevations encountered during the subsurface soils investigation in September 2018 indicate thatdewatering during construction will be required.
17. Compaction of earth embankment and box culvert material shall be governed by the Specified Density Method.DESIGN MIX OF CONCRETE
1. Mix shall be as per fabricator's design, however minimum compressive strength shall not be less than 4500 p.s.i.at 28 days.
2. Type II cement is requiredSHOP PLANS1. The fabricator shall submit shop plans in accordance with specifications. Include design and check design, if
applicable, with initial submittal.
P 6480(4) PCN 5777SHERIDAN LAKE ROAD RECONSTRUCTION
E17E4
DESIGNED BYDM
CHECKED BYJV
DRAFTED BYAK
BRIDGE ENGINEER
NOTES AND UNDERCUT DETAILSFOR
20' X 12' BOX CULVERT (PRECAST)OVER HORSE CREEK 11° RHF SKEWSTA. 4+05.68 SEC. 2-T1S-R5ESTR. NO. 52-286-367 P 6480(4)PCN 5777 HL-93
PENNINGTON COUNTY
S. D. DEPT. OF TRANSPORTATION
JANUARY 20202 OF 7
UNDERCUT LAYOUT(Bottom Dimensions)
TYPICAL SECTION(For Limits of Undercut)
ESTIMATED QUANTITIES
ITEM UNIT QUANTITY
Box Culvert Undercut Cu. Yd. 282
For payment, quantity is based on plan shown undercut dimensions and will
not be measured unless the Engineer orders a change.SUBSURFACE SOILS
Station Offset Elevation Material Description Groundwater Elevation(September 2018)
Inlet apron and slope protection. 55 Cu.Yd. Bed Mix 2
4 Cu.Yd. Bed Mix 1
INLET APRON AND GRADING
InletEnd Section
A
A
12.86'
20.48'
7.77'
16.60'
20.00' 15.00'
20.44'
STILLING BASININ END SECTION Discharge Apron.
75 Cu.Yd. Bed Mix 312 Cu.Yd. Bed Mix 1
OUTLET APRON AND GRADING
B
B
13.19'
20.00'
8.84'
20.69'
Existing F.L. Elev. = 4683.10
SECTION A - A
6.52' 6.31' 7.46'16.49'
ExistingGround
24" Bed Mix 2
12" Bed Mix 1
3H:1V3H:1V
5.50'
2.49'
F.L. Elev. =4677.83
SECTION B - B'
13.50'10.00'10.00'9.00'
ExistingGround2.75'
Bed Mix 3 12" Bed Mix 1
4.50'
3H:1V2H:1V
2'
P 6480(4) PCN 5777SHERIDAN LAKE ROAD RECONSTRUCTION
E17E5
DESIGNED BYDM
CHECKED BYJV
DRAFTED BYAK
BRIDGE ENGINEER
INLET AND OUTLET DETAILSFOR
20' X 12' BOX CULVERT (PRECAST)OVER HORSE CREEK 11° RHF SKEWSTA. 4+05.68 SEC. 2-T1S-R5ESTR. NO. 52-286-367 P 6480(4)PCN 5777 HL-93
PENNINGTON COUNTY
S. D. DEPT. OF TRANSPORTATION
JANUARY 20203 OF 7
FOR BIDDING PURPOSES ONLY
BAFFLENO.
WEIR INVERT(a)
BAFFLE CREST(b) BOX INVERT (c) CHANNEL INVERT (D/S OF WEIR)
(d)DBED u/sWEIR (e)
DBED d/sWEIR (f)
CONCRETEBAFFLE
HEIGHT (g)
1 4677.86 4678.61 4675.61 4677.86 2.25 2.25 3.0
2 4678.62 4679.37 4676.37 4678.62 2.25 2.25 3.0
3 4679.58 4680.33 4677.33 4678.87 2.25 1.54 3.0
4 4680.53 4681.28 4678.28 4679.81 2.25 1.53 3.0
5 4681.48 4682.23 4679.23 4680.78 2.25 1.55 3.0
6 4682.28 4683.03 4680.03 4681.71 2.25 1.68 3.0
7 4683.04 4683.79 4680.79 4682.48 2.25 1.69 3.0
FOR BIDDING PURPOSES ONLY
BOX CULVERT AOP BEDDING ISOMETRICN.T.S
BOX CULVERT BED MATERIAL QUANTITIES
AREA LBED MIX(Cu.Yd.)
BED MIX 2(Cu.Yd.)
BED MIX 3(Cu.Yd.)
1 to 2 20
2 to 3 25 18.0 31.7
3 to 4 25 18.0 31.7
4 to 5 25 18.0 31.7
5 to 6 21 15.1 26.9
6 to 7 20 14.4 25.7
INLET APRON 4.0 55.0
OUTLET APRON 12.0 75.0
TOTAL (CY) 99.5 202.70 75.0
TOTAL (TON)* 139.3 283.80 105.0
*1.4 Tons/Cu.Yd. used to convert cubic yards to tons.
FOR BIDDING PURPOSES ONLY
P 6480(4) PCN 5777SHERIDAN LAKE ROAD RECONSTRUCTION
E17E8
20' X 12' BOX CULVERT (PRECAST)STR. NO. 52-286-367
JANUARY 2020 6 OF 7
P 6480(4) PCN 5777SHERIDAN LAKE ROAD RECONSTRUCTION
E17E8
20' X 12' BOX CULVERT (PRECAST)STR. NO. 52-286-367
JANUARY 2020 6 OF 7
... CJ
~ 0 J:
w C
~ CD
(/)
i .s: (/) C 0 a:
i ... I')
I <D
a.:
~ I
0,
~" 1 ~ ..
Year Plate See Note 2 (c)
17"
2W 1" 2 lt," 1" 2~" 1· 2 W'
g (OJ PLACE PLACE
APPROPRIATE APPROPRIATE
NUMBER NUMBER
HERE HERE
YEAR PLATE DETAILS GENERAL NOTES: 1. Year plates of the general dimensions shown shall be constructed on all
box cu/verls and bridges. The year plates shall be constructed in reverse and attached to the forms In such a manner that the finished imprint in the concrete does not exceed one-half (Y2) inch in depth.
2. Year plates shall be located on structure (s) as follows:
1 ~ ..
a. On cast-in-place box culverts the year plates shall be four and one - half (4 Y2) inches below the top of the upstream parapet wall and centered laterally on the upstream face. On precast box culverls the year plate shall be centered laterally on the upstream fece of the top slab. Where en extended interior wall interferes with this location, the year plate shall be centered in an adjacent barrel.
b. On bridges with six (6) inch curbs or "Jersey" shaped barriers with no
~ ..
endblocks, the year plate shall be centered verlically on the curb face approximately six (6) inches from the end of the bridge, or as designated by the Engineer. On bridges with "Jersey" shaped barrier endblocks, the year plate shall be centered on the upper sloped portion of the barrier approximately 5'- 6" from the end of the bridge, or as designated by the Engineer. There shall be one year plate at each end of the bridge on opposite sides.
c. When the plans specify that both the original date of construction and the date of reconstruction are to be shown, one date shall be placed as listed above and the other located adjacent to it. Both year plates shall be shown at each end of the bridge on opposite sides.
3. There will be no separate measurement or payment made for year plates on box culverls and bridges. All costs for this work shall be incidental to other contract items.
End Bridge
--~
~
~ "'
~ ~ --
Year Plate See Note 2 (c)
JERSEY BARRIER JERSEY BARRIER TYPES CURB (With Endblock)
June 26. 2012
s PLATE NUJIBER D 460.02 D YEAR PLATE DETAILS
Published Date: 4th Otr. 2019 0 T Sheet I Of I
~ Hole
I
"' ~. 1r' I ~I
:~ I ~: .~ ~. 1rl I ~I
:~ I ~: 11' \ 1 ir' I ~I
:~ I ~: Ii' ~I 1~ I •u
16" 16" -~~-2" long 1 ~ .. ¢ (nominal pipe size) double extra strong pipe sleeve or approved equal. (Typ.)
32" (Adj. ± 1 Yz" Min.)
TIE BOLT ASSEMBLY
GENERAL NOTES: 1. All holes for tie bolts shall be cast-in-place, 16 inches from
outside edge of joint. Cast in inserls or sleeves, if used, shall be made of a corrosion resistant material.
2. Ties shall be 1 Inch <iS and conform to the requirements of ASTM A36, ASTM A307, or ASfM F1554, Gr. 36. Nuts shall be heavy hex in conformance with ASTM A563. Washers shall conform to ASTM F436, Type 1. The welded pipe sleeve shall conform to ASTM A53, Grade B.
3_ Welding and weld inspection shall be in conformance with AWS/ANSI 01.1- (Current Year) Structural Welding Code - Steel.
4. Tie Bolt Assembly shall be galvanized in accordance with ASTM A 153 or ASTM F2329 as applicable .
5. Tie Boll Assembly details may vary from that shown, bu/ al/ema/e lie bolt assemblies are subject lo testing to demonstrate equal strength. Submit details, through proper channels, to the Office of Bridge Design for approval.
6. All costs for fumishing and installing the precast box culvert lie bolt assembly shall be incidental to the contract unit price per Foot for "Precast Concrete Box Culverl, Furnish".
s D PRECAST BOX CULVERT D
Published Date: 4th Otr. 2019 0 TIE BOLT ASSEMBLY DETAILS T
PROJECT SHEET TOTAL 1-----------------1 NO. SHEETS
P 6480(4) PCN 5777SHERIDAN LAKE ROAD RECONSTRUCTION
E17E10
DESIGNED BYKL
CHECKED BYJV
DRAFTED BYAK
BRIDGE ENGINEER
GENERAL DRAWING AND QUANTITIESFOR
9' X 8' BOX CULVERT (PRECAST)OVER CENTENNIAL TRAIL 0° SKEWSTA. 51+51.84 SEC. 1-T1S-R5E P 6480(4)PCN 5777 HL-93
PENNINGTON COUNTY
S. D. DEPT. OF TRANSPORTATION
JANUARY 2020-X028- 1 OF 4PLANS BY:
FERBER ENGINEERING COMPANY, INC.729 E. WATERTOWN ST.RAPID CITY, SD 57701
-X028-INDEX OF CULVERT SHEETS
Sheet No. 1 - General Drawing and QuantitiesSheet No. 2 - Notes and Undercut DetailsSheet No. 3 - Standard Plate No's. 460.02 & 560.01Sheet No. 4 - Standard Plate No. 560.11
Dimension may vary with fabricator and/or installation. See Shop Plans for actual installation length.
Minimum distance to satisfy fill slope.
Based on dimensions shown.
Based on 12" walls.
The elevations shown in these plans are based on the National GeodeticSurvey (NGS) North American Vertical Datum of 1988 (NAVD88)
VERTICAL CURVE DATA
NOTE:This precast box culvert is a pedestrian passage for the CentennialTrail. It is not intended to convey drainage. A separate culvert locatedat approximate Sta. 52+00 will collect runoff for this area. The invertof the box culvert is approximately 6' above the drainage culvertinvert.
LEGEND
W = Width of OpeningH = Height of OpeningTt = Thickness of Top SlabTb = Thickness of Bottom SlabTs = Thickness of Side Wall
ESTIMATED QUANTITIES
ITEM UNIT QUANTITY
Box Culvert Undercut Cu. Yd. 206
4" Underdrain Pipe Ft. 377
Concrete Headwall for Underdrain Each 1
9'x8' Precast Concrete Box Culvert, Furnish Ft. 144.0
9'x8' Precast Concrete Box Culvert, Install Ft. 144.0
9'x8' Precast Concrete Box Culvert End Section, Furnish Each 2
9'x8' Precast Concrete Box Culvert End Section, Install Each 2
FOR BIDDING PURPOSES ONLY
SPECIFICATIONSUse South Dakota Standard Specifications for Roads and Bridges, 2015 Edition and required Provisions,Supplemental Specifications and/or Special Provisions as included in the Proposal.
GENERAL NOTESDesign shall be in accordance with Section 560 of the Specifications with the following criteria:1. Box culvert and box culvert end section design shall conform to the AASHTO LRFD Bridge Design Specifications,
2017 Edition.2. Design Live Load: HL-93 and construction loading consisting of one 7'- 6” gage axle with gross axle weight =
95,850 lbs. The construction load shall not be applied until a minimum of 4 ft. of fill has been placed over the boxculvert. Other construction loads in excess of legal load must be submitted thru proper channels to the Office ofBridge Design for analysis.
3. The box culvert shall be load rated in accordance with the AASHTO Manual for Bridge Evaluation, 2018 Editionwith the latest Interim Revisions using the LRFR method. The rating shall include evaluation at the Design Loadrating for the HL-93 truck at both Inventory and Operating levels and at the Legal Load rating for three SD legaltrucks (Type 3, 3S2 and 3-2) as well as the notional rating load and four specialized hauling vehicles noted in theAASHTO Manual for Bridge Evaluation. All sections of the box culvert shall rate at HL-93 or better (InventoryLevel). The three SD legal Loads, the notional rating load and the four specialized hauling vehicles shall rategreater than 1.0 at legal load rating level. Submit Load Rating calculations with the Design and Check Designcalculations or shop plans, as appropriate.
4. The design of the barrel sections shall be based on a minimum fill height of 2 feet and include all subsequent fillheights up to and including the maximum fill height of 22 ft. over the box culvert.
5. Minimum inside corner fillet shall be 12 in.6. Minimum precast barrel section length shall be 4 ft. Sections shown in plans are six feet in length.7. Lift holes shall be plugged with an approved nonshrinkable grout.8. The Fabricator shall imprint on the structure the date of construction as specified and detailed on Standard Plate
No. 460.02.9. Alternate end section details will be allowed, subject to the approval of the Bridge Construction Engineer. No
additional payment will be made for any change in the barrel/end section configuration.10. Installation of the precast box culvert shall be in accordance with the final approved shop plans.11. Care shall be taken when placing sections. Sections shall be only moved using the lifting holes by approved
equipment.12. The joints between adjacent sections will be sealed with a preformed mastic around the entire circumference of
the box.13. The entire top and sides of the box will be covered with sheet composite drain. The sheet composite drain will be
considered incidental to the various concrete box culvert bid items.14. A design and checked design done by S.D. Registered Professional Engineers shall be submitted to the Office of
Bridge Design thru proper channels for the 9'x8' Precast Concrete Box Culvert.15. Compaction of earth embarkment and box culvert backfill shall be governed by the Specified Density method.16. Box culvert undercut shall be paid at the contract unit price per cubic yard for Box Culvert Undercut. Base Course
for the undercut backfill will conform to Section 882 of the Specifications.DESIGN MIX OF CONCRETE
1. Mix shall be as per fabricator's design, however minimum compressive strength shall not be less than 4500 p.s.i.at 28 days.
2. Type II cement is requiredSHOP PLANS
The fabricator shall submit shop plans in accordance with specifications. Include design and check design, if applicable, with initial submittal.
Sta. 51+51.84
180'-0"
CB
ox C
ulve
rtL
91'-8 18" 88'-3 78"
CRDWY
L
FLOW
14'-4
"
7'-2
"7'
-2"
2'-0
"(m
in.)
Und
ercu
t & B
ackf
ill
16'-4"
14'-4"
8'-2" 8'-2"
7'-2"
2" B
eddi
ng
SheetCompositeDrain
4" Dia. Slotted Drainage Pipe
VCipe
P 6480(4) PCN 5777SHERIDAN LAKE ROAD RECONSTRUCTION
E17E11
DESIGNED BYKL
CHECKED BYJV
DRAFTED BYAK
BRIDGE ENGINEER
NOTES AND UNDERCUT DETAILSFOR
9' X 8' BOX CULVERT (PRECAST)OVER CENTENNIAL TRAIL 0° SKEWSTA. 51+51.84 SEC. 1-T1S-R5E P 6480(4)PCN 5777 HL-93
PENNINGTON COUNTY
S. D. DEPT. OF TRANSPORTATION
JANUARY 20202 OF 4
UNDERCUT LAYOUT(Bottom Dimensions)
TYPICAL SECTION(For Limits of Undercut)
ESTIMATED QUANTITIES
ITEM UNIT QUANTITY
Box Culvert Undercut Cu. Yd. 206
For payment, quantity is based on plan shown undercut dimensions and will
not be measured unless the Engineer orders a change.
FOR BIDDING PURPOSES ONLY
P 6480(4) PCN 5777SHERIDAN LAKE ROAD RECONSTRUCTION
E17E12
9' X 8' BOX CULVERT (PRECAST)
JANUARY 2020 3 OF 4
~ I
*-" 1 Y."
Year Plate See Note 2 (c)
17''
2W 1" 2W' 1" 2i!." 1" 2W
g (OJ PLACE PLACE
APPROPRIATE APPROPRIATE
NUMBER NUMBER HERE HERE
YEAR PLATE DETAILS GENERAL NOTES: 1. Year plates of the general dimensions shown shall be constructed on all
box culverts and bridges. The year plates shall be constructed in reverse and attached to the forms in such a manner that the finished imprint in the concrete does not exceed one-half ('/2) Inch in depth.
2. Year plates shall be localed on structure (s) as follows:
1 Y."
a. On cast-in-place box culverts the year plates shall be four and one - half (4 JS) inches below the top of the upstream parapet wall and centered laterally on the upstream face. On precas/ box culverts the year plate shall be centered laterally on the upstream face of the top slab. Where an extended interior well interferes with this location, the year plate shall be centered in an adjacent barrel.
b. On bridges with six (6) inch curbs or "Jersey" shaped barriers with no
Y."
endblocks, the year plate shall be centered vertically on the curb face approximately six (6) inches from the end of the bridge, or as designated by the Engineer. On bridges with "Jersey" shaped barrier endblocks, the year plate shall be centered on the upper sloped portion of the barrier approximately 5'- 6" from the end of the brirloe, nr A.~ rlel'<ion;,terl by the Enolneer. There l'<hl'III be nne yel'lr pll'lle al each end of the bridge on opposite sides.
c. When the plans specify that both the original date of construction and the date of reconstruction are to be shown, one date shall be placed as listed above and lbe other localed adjacent lo It. Both year plates shall be shown al each end of the bridge on opposite sides.
3. There will be no separate measurement or payment made for year plates on box culverts and bridges. All costs for this work shall be incidental to other contract items.
End Bridge
~
~
i., 6
~
~
Year Plate See Note 2 (c)
JERSEY BARRIER JERSEY BARRIER TYPEBCURB (With Endblock)
June 26.2012
s PLAT£ NUMBER 0 460.02 0 YEAR PLATE DETAILS
Published Date: 4th Otr. 2019 0 T Sheet I Of I
<t Hole
'
PROJECT SHEET TOTAL 1-----------------1 NO. SHEETS
PLOTTING DATE: 1/9/20
M" 1r ·p~~"' 2" long 1 W ¢ (nominal pipe size) double extra strong pipe sleeve or approved equal. (Typ.)
32" (Adj. ± 1 W, Min.)
TIE BOLT ASSEMBLY
GENERAL NOTES: 1. All holes for lie bolts shall be cast-in-place, 16 Inches from
outside edge of joint. Casi in inserts or sleeves, if used, shall be made of a corrosion resistant material.
Typ. r, 16
2. Ties shall be 1 inch 0 and conform to the requirements of ASTM A36, ASTM A307, or ASfM F1554, Gr. 36. Nuts shall be heavy hex in conformance with ASTM A563. Washers shall conform to ASTM F436, Type 1. The welded pipe sleeve shall conform to ASTM A53, Grade B.
3. Welding and weld inspection shall be in conformance with AWSIANSI 01 .1 • (Current Year) Structural Welding Code· Sleet.
4. Tie Boll Assembly shall be galvanized in accordance with ASTM A 153 or ASTM F2329 as applicable.
5. Tie Boll Assembly details may vary from that shown, but alternate tie boll assemblies are subject to testing to demonstrate equal strength. Submit details, through proper channels, lo the Office of Bridge Design for approval.
6. All costs for furnishing and installing the precasl box culvert tie bolt assembly shall be incidental to the contract unit price per Foot for ·Precast Concrete Box Culvert, Furnish•.
s 0 PRECAST BOX CULVERT 0
<t Hole
. I
Morch 21, 2016
PLAT£ NUMBER
560.01
Published Date: 4th at,. 2019 0 TIE BOLT ASSEMBLY DETAILS T Sheet I of I
1.__ _______________________________________________________________________________________ o ___ o__,
FOR BIDDING PURPOSES ONLY
P 6480(4) PCN 5777SHERIDAN LAKE ROAD RECONSTRUCTION
E17E13
9' X 8' BOX CULVERT (PRECAST)
JANUARY 2020 4 OF 4
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REI NFORCING SCHEDULE MK. No. Size Len th e i
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a 2 4 4' - 6" 17A
4"x4"x6' Marker \ Post L] I b I
b 2 C 2 d 3 e I f I
NOTE:
4 3' -9" 17A 4 2' - 4" Str. 4 4' - 2" St r. 4 3' - 4" Str. 4 I '-6" Str. -!- -~- ~ I O I
I I All d imensions ore out to out of bors.
----Under drain Pipe 1 d I
Bending Details
~[I TYPE N~
~r1 TYPE .' 17A
D = Diameter of Underdroin Pipe a 1.2·-4·~ I b 1.2· - 4·~ I
16" I I 3'/2" I 13'/z" 13"1 ~4"x4"x6'
l ' -6~ Marker Post : . . . . . .
3' - 0" • TOP VIEW
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Underdroin Pipe
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GENERAL NO TES:
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3·-0.. I .. '-----A SECTION A- A END VIEW
The concrete shall be Closs MG. The concrete shall conform to the requ irements of Section 462 of the Specifications except the minimum curing time shall be 72 hours. It is estimated that 0.55 cubic yards of concrete is required for each unit. Four cost - in- p lace or drilled- in 1/ 4" galvanized anchors shal l be placed in the headwall. Each gal vanized anchor shall be placed approximately I" from the outside corner of the rodent screen. It is preferred that the anchor location be centered at on opening In the rodent screen. All reinforcing steel shall conform to ASTM A615 Grode 60. It is es t imated t hat 25. 7 pounds of reinforcing steel is requ ired for each unit. The underdroin pipe shall be placed in the concrete headwall with the pipe end flush with the concrete surface adjacent to the rodent screen.
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N
The 8"x8" rodent screen shal l be .~alvonized 13 Go. steel with a diamond shaped flattened mesh pattern. The size shall be 1/z". The size refers to the measurement across the smallest diamond shaped opening measured from the centers of the wires. The rodent screen shall be centered about the hole In the headwall and fastened to the headwall wi th the appropriate bolts or nuts with washers. A 4"x4"x6' marker post shall be p laced at the approximate location as depicted in the above d r awings for each concrete headwall . The marker post shall project 3' :!: above the ground l ine. The marker post shall be cedar or treated with a wood preservative and shal l be pointed with two coots of white point. All costs for furnishing and installing the concrete headwall Including equipment, labor, and material s including concre t e, reinforcing steel , rodent screen, anchors, and marker post shall be incidental to the contract unit pr ice per each for "Concrete Headwall for Under drain".
Published Date: 4th Otr. 2019
s 0 0 0 T
CONCRETE HEADWALL FOR UNDERDRAIN
June 26. 2015
PLATE NUIIIBER
680.01
Sheet I of I
PROJECT SHEET TOTAL t---------------1 NO. SHEETS
PLOTIING DATE: 1/9/20
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FOR BIDDING PURPOSES ONLY
ELEVATION
PLAN
PLANS BY:FERBER ENGINEERING COMPANY, INC.729 E. WATERTOWN ST.RAPID CITY, SD 57701
The elevations shown in these plans are based on the National GeodeticSurvey (NGS) North American Vertical Datum of 1988 (NAVD88)
GRADELINE DATA
INDEX OF RETAINING WALL SHEETS
Sheet No. 1 - General Drawing and QuantitiesSheet No. 2 - Typical Section and NotesESTIMATED QUANTITIES
ITEM UNIT QUANTITY
Gravity Large Concrete Block Wall Sq. Ft. 1957
Granular Backfill for Gravity Large Concrete Block Wall Cu. Yd. 290.0
