HomeMy WebLinkAboutBELLA VIRA - Filed BC-BRIDGES & CULVERTS - 2008-02-06PROJECT DESCRIPTION
QUALITY CONTROL
Project is a 14'-0" x 4'-0" cast -in -place box extension to on existing box crossing Overland Trail
1. The Contractor is responsible for quality control, including workmanship and materials
Rood at the Pleasant Valley Lake Canl
furnished by his subcontractors and suppliers.
The project name is 'Bella Vira".
2. Inspection or testing by the Owner does not relieve the Contractor of his responsibility
to perform the Work in accordance with the Contract Documents.
GENERAL APPLICATION
3. Workmanship. The Contractor is responsible and shall bear the cost of correcting work
which does not conform to the specified requirements.
1. These drawings must be used in conjunction with the civil drawings on the project to
clearly define oil requirements for construction.
4. Correct deficient work by means acceptable to the Engineer. The cost of extra work
incurred by the Engineer to approve corrective work shall be borne by the Contractor.
2. No Contractor should attempt to bid or construct any portion of this project without
consulting the project civil, municipality, mechanical, and electrical specifications,
QUALITY ASSURANCE
and/or General Notes.
J. These General Notes ore intended to function as the structural portion of project specifications.
1. Owner will engage a qualified Testing Agency, approved by the Engineer to perform
4. All things which, in the opinion of the Contractor, appear to be deficiencies, omissions,
tests and inspections required by these General Notes.
contradictions or ambiguities in the drawings shall be brought to the attention of
2. Testing Agency shall comply with ASTM E329 and shall furnish a certificate of compliance,
the Structural Engineer. Corrections or written interpretations shall be issued before
signed by the Professional Engineer responsible for management of the Agency.
affected work may proceed.
3. The Professional Engineer must be registered in the state where the project is located.
5. The Contractor shall inform the Structural Engineer, clearly and explicitly in writing
4. See General Notes above for required testing and inspection.
of any deviation or substitution from requirements of the contract documents. Contractor
shall not be relieved of any requirement of the contract documents by virtue of the
SPECIAL INSPECTION
Structural Engineer's review of shop drawings, project data, etc., unless the Contractor
has clearly and explicitly informed the Structural Engineer in writing of any deviations
or substitutions at time of submission.
1. Special inspection is required for the following:
DESIGN CRITERIA
a. Inspection of subgrode preparation operations by Geotechnical Engineer
b, Placement of concrete reinforcement prior to closing of formwork and placing
1. Design Codes and Criteria for Construction:
of concrete.
a. AASHTO
c. Concrete placement and strength testing.
b. Colorado Department Of Transportation,
d. Inspect all anchor bolts and embedments cast into concrete.
c. City of Fort Collins
2. All welding with the exception of shop welding done in on approved fabricator's
shop.
2. Superimposed Gravity Loading: PER SHEET S2.00
The Contractor shall be responsible for notifying Special Inspector 72 hours in advance
J. All references are latest edition unless noted otherwise.
of required inspections for scheduling purposes. Failure to meet observation schedules
may require removal (for inspection purposes) any finishes that have be subsequently
EXISTING CONSTRUCTION
installed. Approval by the special Inspector does not preclude observation by the Engineer
of Record and approval by the FOR does not preclude the inspection process by the Special
Inspector and nay other code requirements for inspection. Removal and replacement of
Information on existing construction taken from drawings provided by
any finishes and/or froming damaged by the finish removal process or as required for
1•
corrective action shall be at the Contractor's expense, not the Owner, Engineer nor
Jonathan Sweet, P.E. Jim Sell Design, Inc. 153 West Mountain Ave. Fort Collins,
Structural Observer,
CO 80524 Phone: (970) 484-1921 Fax: (970) 484-2443
J. A pre -construction meeting including the Engineer of Record, the Contractor, Special
All information, dimensions, elevations, etc. shall be considered approximate and shall
Inspector, and appropriate Subcontractors shall be held to review the details of the
2. be field verified by contractor prior to ordering and/or fabricating material.
structural systems to be inspected.
Report all discrepancies to the Construction Manager and Engineers.
4. TWH may also provide verbal instructions to field supervision personnel as needed to
3
In as much as the addition, remodeling, retrofit, renovation or rehabilitation of an
ensure that the observed work conforms to contract documents, and will follow up site
4 existing building requires that certain assumptions ore made regarding existing conditions.
observations with a written report of items observed with noted deficiencies.
The contractor must immediately notify the structural engineer if any existing condition
deviates from those indicated in the contract documents. \
Contractor shall verify all existing conditions prior to ordering materials or proceeding \
5. with new work in areas affected by existing conditions. Structural Engineer shall be \
informed in writing of conflicts between existing and proposed new construction. \
No openings nor any changes or additions shall be made in any existing structural elements `
6. without written approval of the Structural Engineer. Where the function of on existing
element as structural or non-structural is unclear, the determination of its function - -
will be mode solely by the structural engineer.
GEOTECHNICAL NOTES
\ \
1. Presumed bearing value of soil is to be con/firmed at time of construction. See Foundation
Note 1. v
2. Bearing values are based upon telephone conversation with Lester Litton, P.E. Earth \ \ \ \
Engineering Consultants, on March 1, 2007 and letter doted May 24, 2007 project 1062104. \,
See foundation Note 2. \ \ \ \
J. Provide free -draining sub grade preparation per 2/S1.00 per geotechnical recommendations. \ \
FOUNDATIONS \ \
1. SOILS ENGINEER: \ \ \ \ \
i. Provide an open excavation inspection SUB GRADE
a geotechnical engineer licensed \ \ \ _ \ \ \ r OVER EXCAVATION
in Colorado. Geotechnical engineer shallll prepare a letter report confirming \ \ \ � � \ \ / \
presumed soils criteria prior to construction of foundations. Do not \ \
construct work until confirmation o/ presumed criteria has been received by
\
\ \
Structural Engineer. A copy of the letter of confirmation shall be submitted
\ o
T/ WALL v
to the City.
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2.
Foundation and retaining walls have been designed for the following assumed design
\ \ \ \
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= 5121.84'
pressures:
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i. Presumed Bearing Pressure 2000 psf, 0 minimum
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ii. Active Pressure 45 psf/ft
iii. At Rest Pressure 60 ps//ft
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iv. Passive Pressure 250 psf/ft
T/ WALL A
V. Friction Coefficient 0.35
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•- -
512259'
J.
See sheet 52.00 for box culvert sections and notes.
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4.
All fill material shall be compacted in accordance with recommendations of CDOT. Measurement
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and payment provisions do not apply. Contractor shall include cost of COOT specified
\ \ \
bockfill materials in the cost of the work.
\
5.
Provide shoring and protection from the elements for excavation bottoms and sides as
`\
required to promote safety, prevent caving and washing, and to prevent undercutting
\
S3.0
of footings after they have been placed.
6. Brace oil foundation walls against which bockfill is to be placed until floor slobs
k at the top and bottom of the wall are in place.
= 7. Contractor shall provide continuous site drainage by o mechanical method to control
8 surface and underground water as required to maintain a dry working site.
MISCELLANEOUS NOTES
1. The Contractor is solely responsible for all safety regulations, programs and precautions
g related to all work on this project.
8
NVERT ELEV.
o -V WALL
512259'
2. The Contractor Is solely responsible for the protection of persons and property either z
on or adjacent to the project and shall protect if against injury, damage, or loss, z z RE: 33.00 AND �\
Q 3 S4.00 FOR
3. Means and methods of construction and erection of structural materials ore solely the RETAINING WALL,. _
Contractors responsibility. DESIGN, IYP.
4. The structure is designed to function as a unit upon completion of construction of
the project and then, only to support the design loads indicated. The contractor is
responsible for means, methods and sequence of construction and the adequacy of the L
structure to support Inds occurring during construction of the project. Furnish all
temporary bracing, shoring, and/or support as may be required. V WALL
5. No openings or any change in size, dimension or location shall be mode in any structural
element written approval of the Structural Engineer. = 5121.84'
6. Show all openings through structural members on shop drawings and submit for review.
Openings not shown on structural drawings are subject to acceptance and shall be specifically
indicated for review and acceptance.
7. No structural modifications, alterations, or repairs shall be made without prior review
by Structural Engineer. Submit details.
SUBMITTALS
1. Manufacturers Data: Submit two (2) copies of manufacturer's specifications and installation
instructions for each product specified. Indicate by transmittal form that a copy of
each instruction has been distributed to the appropriate contractor.
2. Shop Drawings: Submit one (1) reproducible and five (5) prints of each shop drawing.
Reproducible copies of contract documents shall not be used as shop drawings. Shop
drawings shall be reviewed by Contractor prior to submission. Drawings shall bear Contractors
approval stamp accepting responsibility for coordination of dimensions shown in the
contract documents, quantities and coordination with other trades. Drawings not bearing
Contractor's stomp may be rejected at the discretion of the Architect or Structural
Engineer. Reproducible prints will be returned with the Architect/ Engineer comments.
Allow 14 calendar days in the Structural Engineers office for review of shop drawings.
J. Requests for Information (RFI) may use the Contractor's standard forms. Contractor shall send
doted RFI information requests in writing when schedule and cost impacts are anticipated.
Contractor may request information verbally if no cost or schedule impact is anticipated.
4. Submittals:
a. Concrete Mix Design
b. Reinforcing bar shop drawings
c. Handrail shop drawings
SCALE : 1/8" = 1'-0"
1'-4
LAYOUT PLAN
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EXISTING CONCRETE ENCASED
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DUCT BANK, FIELD VERIFY
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EXISTING HEADWALL, DEMO
PARAPET PER
1/S2.00
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NOTE. CONFIRM
3'-0"
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FLOW LINE,
ALL ELEVATIONS
SHOWN WITH CIVIL
+ / -
RE: CIVIL
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ENGINEER
10'-0" SIDEWALK,
3'-2"
RE CIVIL
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SCALE 1 " = 4'-0"
3
53.00
V WALL \ `
= 512259'
RE: S4.00 FOR WINGWALL
'BEYOND', RE: S3.00 FOR _
SPECIFIC WALL DETAILS
v
INVERT ELEV.
= 5117,34'
PAVEMENT. RE: CIVIL
14'-0" PERPENDICULAR
Tw (15'-6" +/- SKEW LENGTH)
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GENERAL LAYOUT SHOWN
SEE SHEET S2.00 FOR BOX
DIMENSIONS AND REINFORCING
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COMPACTED ON SITE MATERIAL
COOT STRUCTURAL
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BACK FILL CLASS 1
PROVIDE 3'-0" CLASS 7 REJECT"
SUBGRADE BASE PREPARATION
BOX CROSS SECTION
20060630 SECTIONS.dwq
RE: S2.00 FOR REINFORCING
SCHEDULE AND DIMENSIONS
4"0 DRAIN TIED
TO RETAINING WALL
DRAIN BEYOND
10'-0" SIDEWALK 2'
WEST
1}" COMPRESSIBLE POLYETHYLENE
WRAP OVER TOP OF DUCT
SEE 5/S3.00
EXISTING CONCRETE ENCASED J
O DUCT BANK, FIELD VERIFY
ELEVATION
T/ DUCT
= 5110.21'
PER MINA SURVEY
RE: CIVIL
FLOW LINE,
5119.44 +/-
SIDEWALK AT MID -WALL,
RE., CIVIL SHT 27
SLOPES, RE: CIVIL T
GENERAL LAYOUT SHOWN
SEE SHEET S3.00 FOR SPECIFIC
DETAIL AT PARAPET HEADWALLS
AND WINGWALLS BEYOND
REMOVE EXISTING HEADWALL
AND REINFORCE ADJACENT
SLAB, RE 1/S2.00
T/ WALL
w 5117.57'
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B/ SLAB
- EXISTING
CULVERT,
FIELD VERIFY
SLOPES, RE CIVIL INVERT ELEV.
5111.38'
`./ CULVERT,
%i\\ i \% FIELD VERIFY
' EAST
HATCH INDICATES EXISTING
CULVERT TO REMAIN
PROVIDE SUBGRADE BASE
PREPARATION, RE.' 2/S1.00
UTILITY NOTES
O FUTURE 4"0 (8)
< EXISTING DUCT
VERIFY W/ UTILITIES CONDUIT LOCATIONS
SCHEMATIC LONGITUDINAL SECTION
iI nn�ini� ninATui
SCALE I" = 4'-0
Structural Drawing List
*** INCLUDED WHEN SHOWN NUMBERED ***
S1.00 BOX CULVERT PLAN AND SECTIONS
S2.00 TYPICAL BOX CULVERT REINFORCING
S3.00 WING WALLS FOR BOX CULVERT
S4.00 HEAD WALL ELEVATIONS AND RAIL DETAILS
20060630 SECTIONS.dwq
BOX CULVERT
KEY MAP
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Mr. Micha . Di I ullio, INVI r Date
---f x� / L • ZO- s5
Mr. T amll, P.E., District Engineer Date
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins -Loveland
Water District and the South Fort Collins Sanitation District.
PLEASANT VALLEY AND
LAKE CANAL COMPANY
Approval Block
REVIE,.�;D BY THE PLEASANT VALLEY AND LAKE CANAL COMPANY ON
THIS
(r DAY OF. 20L'9'fHIS PLAT HAS BEEN SIGNED BY
THE PLEASANT VALLEY AND LAKE CANAL COMPANY, BUT THIS SHALL
NOT MEAN IT APPROVES THE ENGINEERING, SURVEYING, DESIGN,
CONSTRUCTION, OR OTHER PROFESSIONAL WORK. THE SIGNATURES
MEAN ONLY THAT THE COMPANY HAS SEEN THE SHEETS, SIGNED, AND
COOPERATED WITH THE OWNER IN PROVIDING INFORMATION. THE
OWNER AND THE PROFESSIONALS IT HAS EMPLOYED ARE SOLELY
RESPONSIBLE FOR THE END RESULT.
ROBERT UNDERHILL, PRESIDENT
City of Fort Collins, Colorado
UTILITY AN Approval
APPROVED.
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City Engineer
y
Date
Ci
CHECKED BY:
Water& Wastewater Utility
Date
CHECKED BY:
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Stormwater Utility
Date
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CHECKED BY:
Traffic Engineer _
Date
CHECKED BY:
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Date
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CHECKED BY'.
Environmental Planner
Date
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OPTIONAL CONSTRUCTION
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SPAN = 14'-0" PERPENDICULAR TO WALLS
WIDTH
CDOT "NON-STANDARD" BOX DETAIL
SCALE : N.T.S. 494CDOTBOX
SCALE : N.T.S.
494CDOTBOX
�{ TW
SEE S3.00 FOR ^ ,�
PARAPET CONDITION "
AND REINFORCING
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ADDED BARS AT
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ADDED EXTENSION
NOT TO SCALE
CONSTRUCTION JOINT DETAIL
FOR STAGED CONSTRUCTION
SCALE N.T.S.
494COOTBOX
GENERAL NOTES
1. ALL CONCRETE SHALL BE CDOT CLASS D (BOX CULVERT) 5000 PSI MIX.
2. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH
CONCRETE IS POURED.
3. ALL CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE APPROVED BY
THE ENGINEER.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING
CONSTRUCTION.
5. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH THESE DOCUMENTS.
NO CDOT PAYMENT PROVISIONS ARE APPLICABLE, PROJECT IS TO BE BUILT ON A LUMP SUM BASIS.
6. FOR THIS CULVERT SPAN A FOUNDATION INVESTIGATION AND REPORT ARE REQUIRED BY THE CITY.
7. DO NOT BACKFILL UNTIL TOP SLAB HAS REACHED DESIGN STRENGTH, CC.
8. SPLICE QUANTITIES FOR LONGITUDINAL AND TRANSVERSE BARS ARE NOT INCLUDED.
9. GRADE 60 REINFORCING STEEL IS REQUIRED.
10. THE MINIMUM LAP SPLICE LENGTH FOR REINFORCING BARS SHALL BE:
BAR SIZE:
#4
#5
#6
1 #7
1 #8
#9
#10
#11
SPLICE LENGTH:
1'-10"
2'-5"
3'-1"
3'-11"
11. ALL DIMENSIONS ARE PERPENDICULAR TO THE CENTERLINE OF THE BOX.
12. ALL TRANSVERSE REINFORCING SHALL BE SKEWED TO THE CENTERLINE OF THE
BOX AS SHOWN IN 4/S2.00.
13. FILL HEIGHT IS THE DISTANCE MEASURED FROM TOP OF TOP SLAB TO TOP OF
PAVEMENT.
14. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED �/4 IN.
DESIGN DATA: 16TH EDITION OF THE AASHTO STANDARD
SPECIFICATIONS FOR HIGHWAY BRIDGES
STRENGTH DESIGN METHOD
UNIT STRESSES: f y = 60,000 psi.,
VC = 5,000 psi.,
LOADING DATA:
LIVE LOAD = AASHTO, HS 25-44 -- USED 1.25x HS-20 LOADING
DEAD LOAD CASE 1: VERTICAL EARTH LOAD = 120 LBS./CU. FT.
HORIZONTAL EARTH LOAD = 30 LBS./CU.FT.
DEAD LOAD CASE 2: VERTICAL EARTH LOAD = 120 LBS./CU. FT.
HORIZONTAL EARTH LOAD = 60 LBS./CU. FT.
FUTURE ASPHALT OVERLAY = 48 LBS./SQ. FT.
LIVE LOAD SURCHARGE ON EXTERIOR WALLS = 2 FT. OF EARTH
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
� SAN11'ATION DISTRICT
Mr. MichaerD. DiTullio, Manager Date
Mr. Te rrill, P E., Disltict Engineer Date
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins -Loveland
Water District and the South Fort Collins Sanitation District.
PLEASANT VALLEY AND
LAKE CANAL COMPANY
Approval Block
REVIEWED BY THE PLEASANT VALL Y AND LAKE CANAL COMPANY ON
THIS DAY O, 20�THIS PLAT HAS BEEN SIGNED BY
THE PLEASANT VALLEY AND LAKE CANAL COMPANY, BUT THIS SHALL
NOT MEAN IT APPROVES THE ENGINEERING, SURVEYING, DESIGN,
CONSTRUCTION, OR OTHER PROFESSIONAL WORK. THE SIGNATURES
MEAN ONLY THAT THE COMPANY HAS SEEN THE SHEETS, SIGNED, AND
COOPERATED WITH THE OWNER IN PROVIDING INFORMATION. THE
OWNER AND THE PROFESSIONALS IT HAS EMPLOYED ARE SOLELY
RESPONSIBLE FOR THE END RESULT.
ROBERT UNDERHILL, PRESIDENT
City of Fort Collins, Colorado
UTILITY
APPROVED:
Vpproval
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{-City Engineer
Date
CHECKED BY:
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CHECKED BY:
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CHECKED BY:
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Date
CHECKED BY:
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Date
CHECKED BY:
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SECTION A -A
i' CHAMFER i" CHAMFER
CONTINUE HORIZONTAL
�•. :f REINFORCING THROUGH
1 • • I[NOTCH,
PILASTER, RE: 3/S3.00
(6)-#7 VERTICAL W/
ro •� #3 TIES ® 12" O.C.
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TYP.
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SHOWN FOR CLARITY
PARAPET DETAIL
SCALE 13/4 — 1 -D 10060630 PARAPET DETAIL.dwg
!4)-j"012" EPDXY
ANCHOR BOLTS
W10x22 (MODIFIED)
POST
F J"xl4"xl
T/ WALL
= 5122.59'
4" BRICK VENEER, PROVIDE
MASONRY ANCHORS ® 24" O.C.,
TYP. VERTICAL AND HORIZONTAL
GALVANIZED RAIL AND
POSTS AS PER FORT
1'-4" COLLINS STANDARD
4" STANDARD PIPE
TYP.
6" STANDARD PIPE
Jit5-j" FLANGE R AND J" WEB R
(OR W10x19, MODIFIED)
(2)-#5 CONT. W/
#3 TIES 0 6" O.C.
A A T/ WALL
= 5122,59'
�— STANDARD HOOK, TYP.
i
• Z BARS, (3)-#8
TOP AND BOTTOM
• SLOPES
RE: ELEV.
#5 ® 6" O.C.
10'k36" \x
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#5 ®6" O.C.
— �<N, #4 ®6" O.C.
CONCRETE FINISH CLASS 5 / J��j, 4912" E.F. HORIZ
PLACE ONLY ALONG
EXPOSED FACE OF CONCRETE
BOTH SIDES, TYP. a
•'•°• ♦ ,
3)#8 BARS
J" CHAMFER AT
TRANSITION, TYP.
INVERT EL EV.(
= 5111.34'
PARAPET DETAI L
SCALE : 3/4" - 1'-0" 20060630 PARAPET DENL.dwg
ADD (2)-#8 TOP
CONTINUE TOP HORIZONTAL
REINFORCING
THROUGH VOIDED SLAB
3'-4"
VERIFY IN FIELD ADD #7 ® 12" O.C. x 8'-0"
BOTTOM CENTERED,
TRANSVERSE ACROSS DUCT BANK
�a—IF — ----7'
• — • • • • • Z • a2T • •
[� LIVERI'FY
'-DUCT BANK, ° 1}- COMPRESSIBLE POLYETHYLENE
IN FIELD WRAP OVER TOP OF DUCT, TYP. FULL LENGTH
e
a
a°
a
= 5119.23'
VOIDED SLAB DETAIL
SCALE : 3/4 - 1 -G 20060630 PARAPET DETVL.dwg
10'-7"
-4"1 3'-10" It'-41, 3'-10" �'-4" 3'-10"
ROAD SIDE
RETAINING WALL ELEVATION
SCALE : 1/4" = i'-0"
10'-
20060630 ELEVATIONS.dwg
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AND FOOTING SIZE
3n II'-" LF OF RETAINING WALL AND REINFORCING 16'-10ty" (SKEW) 11'-3g" LF OF RETAINING WALL
INVERT SIDE
RETAINING WALL ELEVATION
SCALE : 1/4" = 1'-0"
20060630 ELEVATIONS.dwg
FORT COLLINS - LOVEI.AND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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Mr. Michael I . iTullio, Manager Date
Mr. 'e arnll, P.E , Distnct Engineer Date
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins -Loveland
Water District and the South Fort Collins Sanitation District.
PLEASANT VALLEY AND
LAKE CANAL COMPANY
Approval Block
REVIEWED BY THE PLEASANT VALLEY AND LAKE CANAL COMPANY ON
THIS DAY OFqMMal 20C. j�HIS PLAT HAS BEEN SIGNED BY
THE PLEASANT VALLEY AND LAKE CANAL COMPANY, BUT THIS SHALL
NOT MEAN IT APPROVES THE ENGINEERING, SURVEYING, DESIGN,
CONSTRUCTION, OR OTHER PROFESSIONAL WORK, THE SIGNATURES
MEAN ONLY THAT THE COMPANY HAS SEEN THE SHEETS, SIGNED, AND
COOPERATED WITH THE OWNER IN PROVIDING INFORMATION. THE
OWNER AND THE PROFESSIONALS IT HAS EMPLOYED ARE SOLELY
RESPONSIBLE FOR THE END RESULT.
ROBERT UNDERHILL. PRESIDENT
City of Fort C lins, Colorado
UTILITY P
An Approval
APPROVED:\Alv
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