HomeMy WebLinkAboutPLEASANT VALLEY AND LAKE CANAL BRIDGE AT SOUTH OVERLAND TRAIL BELLA VIRA - Filed BC-BRIDGES & CULVERTS - 2008-02-06lqll�c At
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/ PROJECT DESCRIPTION
Project is a 14'-0" x 4'-0" cost -in -place box extension to on existing box crossing Overland Trail
Road at the Pleasant Valley Lake Canal.
The project name is "Bella Viral".
GENERAL APPLICATION
1. These drawings must be used in conjunction with the civil drawings on the project to
clearly define all requirements for construction.
2. No Contractor should attempt to bid or construct any portion of this project without
consulting the project civil, municipality, mechanical, and electrical specifications,
and/or General Notes.
3. These General Notes are intended to function as the structural portion of project specifications.
4. All things which, in the opinion of the Contractor, appear to be deficiencies, omissions,
contradictions or ambiguities in the drawings shall be brought to the attention of
the Structural Engineer. Corrections or written interpretations shall be issued before
affected work may proceed.
5. The Contractor shall inform the Structural Engineer, clearly and explicitly in writing
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
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.
DESIGN CRITERIA
1. Design Codes and Criteria for Construction:
o. AASHTO
b. Colorado Deportment Of Transportation,
c. City of Fort Collins
2. Superimposed Gravity Loading: PER SHEET S2.00
J. All references ore latest edition unless noted otherwise.
EXISTING CONSTRUCTION
1 Information on existing construction taken from drawings provided by
Jonathan Sweet, P.E. Jim Sell Design, Inc. 153 West Mountain Ave. Fort Collins,
CO 80524 Phone: (970) 484-1921 Fax: (970) 484-2443
All information, dimensions, elevations, etc. shall be considered approximate and shall
2, be field verified by contractor prior to ordering and/or fabricating material.
3. Report all discrepancies to the Construction Manager and Engineers.
In as much as the addition, remodeling, retrofit, renovation or rehabilitation of on
4. existing building requires that certain assumptions ore made regarding existing conditions.
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 confirmed at time of construction. See Foundation
Note 1.
2. Bearing values are based upon telephone conversation with Lester Litton, P.E. Earth
Engineering Consultants, on March 1, 2007 and letter dated 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 on open excavation inspection by a geotechnical engineer licensed
in Colorado. Geotechnical engineer shall prepare a letter report confirming
presumed soils criteria prior to construction of foundations. Do not
construct work until confirmation of presumed criteria has been received by
Structural Engineer. A copy of the letter of confirmation shall be submitted
to the City.
2. Foundation and retaining walls have been designed for the following assumed design
pressures:
i. Presumed Bearing Pressure 2000 psf, 0 minimum
I1. Active Pressure 45 psf/ft
iil. At Rest Pressure 60 psf/ft
iv. Passive Pressure 250 psf/ft
V. Friction Coefficient 0.35
J. See sheet S2.00 for box culvert sections and notes.
4. All fill material shall be compacted in accordance with recommendations of COOT. Measurement
and payment provisions do not apply. Contractor shall include cost of COOT specified
backfill 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
of footings after they have been placed.
6. Brace all foundation walls against which backfill is to be placed until floor slabs
at the top and bottom of the wall are in place.
7. Contractor shall provide continuous site drainage by a mechanical method to control
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
related to oil work on this project.
2. The Contractor is solely responsible for the protection of persons and property either
on or adjacent to the project and shall protect it against injury, damage, or loss.
3. Means and methods of construction and erection of structural materials are solely the
Contractor's responsibility.
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
structure to support lads occurring during construction of the project. Furnish all
temporary bracing, shoring, ono/or support as may be required.
5. No openings or any change in size, dimension or location shall be made in any structural
element written approval of the Structural Engineer,
6. Show all openings through structural members on shop drawings and submit for review.
Openings not shown on structural drawings ore 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
Contractors 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 ore 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
QUALITY CONTROL
1. The Contractor is responsible for quality control, including workmanship and materials
furnished by his subcontractors and suppliers.
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.
3. Workmanship: The Contractor is responsible and shall bear the cost of correcting work
which does not conform to the specified requirements.
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.
QUALITY ASSURANCE
1. Owner will engage a qualified Testing Agency, approved by the Engineer to perform
tests and inspections required by these General Notes.
2. Testing Agency shall comply with ASTM E329 and shall furnish a certificate of compliance,
signed by the Professional Engineer responsible for management of the Agency.
3. The Professional Engineer must be registered in the state where the project is located.
4. See General Notes above for required testing and inspection.
SPECIAL INSPECTION
1. Special inspection is required for the following:
a. Inspection of subgrode preparation operations by Geotechnical Engineer
b, Placement of concrete reinforcement prior to closing of formwork and placing
of concrete.
c. Concrete placement and strength testing.
d. Inspect all anchor bolts and embedments cast into concrete.
2. All welding with the exception of shop welding done in on approved fabricator's
shop.
The Contractor shall be responsible for notifying Special Inspector 72 hours in advance
of required inspections for scheduling purposes. Failure to meet observation schedules
may require removal (for inspection purposes) any finishes that have be subsequently
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
any finishes and/or framing damaged by the finish removal process or as required for
corrective action sholl be at the Contractor's expense, not the Owner, Engineer nor
Structural Observer.
J. A pre -construction meeting including the Engineer of Record, the Contractor, Special
Inspector, and appropriate Subcontractors shall be held to review the details of the
structural systems to be inspected.
4. TWH may also provide verbal instructions to field supervision personnel as needed to
ensure that the observed work conforms to contract documents, and will follow up site
observations with a written report of items observed with noted deficiencies.
V i t A A
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T/ WALL \
5121.84' \ \
EXISTING CONCRETE ENCASED \ /
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I STRUCTURAL INFO.) Q = 5122.59'
- Z 3
3 RE: S3.00 AND
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DESIGN, TYP.
SCALE : 1/8" = 1'-0"
�T/ WALL
5121.84'
1_4
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LAYOUT PLAN
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J , EXISTING HEADWALL, DEMO
PARAPET PER 1/S2.00
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NOTE: CONFIRM
ALL ELEVATIONS
FLOW LINE, SHOWN WITH CIVIL
+ */_ Re CIVIL I ENGINEER
RE: CIVIL ��
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PAVEMENT, RE: CIVIL
2 MAX o
14'-0" PERPENDICULAR
SKEW LENGTH) Tw
INVERT ELEV.
SEE 3/S1.00 a .•
PROVIDE 3'-O" CLASS 7 "REJECT"
SUBGRADE BASE PREPARATION
BOX CROSS SECTION_
SCALE 1" = 4'-0
3
S3.00
T/ WALL \
= 5122.59'
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RE: S4.00 FOR WINGWALL-3
"BEYOND RE: 53.00 FOR
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INVERT ELEV.
- 51- 11 34'
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10'-0" SIDEWALK
WEST
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WRAP OVER TOP OF DUCT
SEE 5/53.00
EXISTING CONCRETE ENCASED
O DUCT BANK, FIELD VERIFY
ELEVATION
T/ DUCT a
= 51- 1021'
PER MINATTA SURVEY
3
2'-0'
20060630 SECTIONS.dwg
CIVIL
GENERAL LAYOUT SHOWN
F
EE SHEET S2.00 FOR BOX
MENSIONS AND REINFORCING
COMPACTED ON SITE MATERIAL
COOT STRUCTURAL
BACK FILL CLASS 1
RE: S2.00 FOR REINFORCING
SCHEDULE AND DIMENSIONS
470 DRAIN TIED
TO RETAINING WALL
DRAIN BEYOND
FLOW LINE,
5119.44 +/-
SIDEWALK AT MID -WALL,
RE: CIVIL SLIT 27
I
--�-r� SLOPES, RE: CIVIL
RE: PLAN
GENERAL LAYOUT SHOWN
SEE SHEET S3.00 FOR SPECIFIC
DETAIL AT PARAPET HEADWALLS
AND WINGWALLS BEYOND
REMOVE EXISTING HEADWALL
AND REINFORCE ADJACENT
SLAB, RE I/S2.00
T/ WALL
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B/ SLAB
= EXISTING
CULVERT,
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FIELD VERIFY
'v
SLOPES, RE: CIVILINVERT ELEV.
' CULVERT,
j7;Av�V FIELD VERIFY
EAST HATCH INDICATES EXISTING
CULVERT TO REMAIN
PROVIDE SUBGRADE BASE
PREPARATION, RE: 2/S1.00
UTILITY NOTES
FUTURE 4"0 (8)
OZ EXISTING DUCT
VERIFY W/ UTILITIES CONDUIT LOCATIONS
SCHEMATIC LONGITUDINAL SECTION
tLOOKING NORTH)
SCALE : 1" = 4'-0
Structural Drawing List
*** INCLUDED WHEN SHOWN NUMBERED ***
S1.00 BOX CULVERT PLAN AND SECTIONS
S2.00 TYPICAL BOX CULVERT REINFORCING
53.00 WING WALLS FOR BOX CULVERT
S4.00 HEAD WALL ELEVATIONS AND RAIL DETAILS
20060630 SECTIONS.dwq
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Mr. Micha . Di'Lullio, Maria =er Date
Mr. T arrill, P.F., 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
REVIEW D BY THE PLEASANT VALLEY AND LAKE CANAL COMPANY ON
THIS DAY OF, 2090.7iHIS 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
Date
CHECKED BY:
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watery & Wastewater Utility
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CHECKED BY'.
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USE "BLACK" REINFORCING, U.N.O.
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SPAN = 14'-0" PERPENDICULAR TO WALLS
WIDTH
CDOT "NON-STANDARD" BOX DETAIL
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SLAB REACHES DESIGN STRENGTH
fOP SLAB
REINFORCING
(TYPICAL)
SPAN
(FT.)
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SIZE (#)
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ADDED BARS AT
EDGE, SKEW PARALLEL
TO EXISTING FACE
�OVIDE J-BAR
REINFORCING IN NEW
BOX ABUTTING EXIST
ADDED EXTENSION
NOT TO SCALE
CONSTRUCTION JOINT DETAIL
r FOR STAGED CONSTRUCTION
SCALE : N.T.S.
494CDOTBOX
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, f'C.
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
#7
#8
#9
#10
#11
SPLICE LENGTH:
1'-0"
1'-4"
1'-7"
1'-10"
2'-5"
3'-1"
_4'-11"
4'-10"
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.,
CC = 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
SANITATION DISTRICT
e; L9� c.c �2-thv7
Mr. Michaetl). DiTullio, Manager Date
Mr. Tenp
trill, 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
REVIEWED BY THE PLEASANT VALL Y AND LAKE CANAL COMPANY ON
THIS DAY O�KfA, 200 THIS PLAT HAS BEEN SIGNED BY
THE PLEASANT VALLEY AND LAKE CANAL COMPANY, BUTTHIS 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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Water B Wastewater Utility
Date
CHECKED BY:
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Date
CHECKED BY
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Date
CHECKED BY:
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Date
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-CONTINUE HORIZONTAL
REINFORCING THROUGH
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—(6)-#7 VERTICAL W/
#3 TIES ® 12" O.C.
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NOTCH, TYP.
BRICK FACING NOT
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PARAPET DETAIL
,SCALE : 3/4" = I'—D 20060630 PARAPET OETAILdw9
PARAPET DETAIL
SCALE : 3/4" = 1'-0" 200606JO PARAPET DETAa.dr9
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T/ WALL
= 5122.59'
T/ WALL
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INVERT ELEV.
= 5111.34,
ADD (2)-//8 TOP
CONTINUE TOP HORIZONTAL
REINFORCING
THROUGH VOIDED SLAB
ADD 17 0 12" O.C. x 8'-0"
BOTTOM CENTERED,
TRANSVERSE ACROSS DUCT BANK
" COMPRESSIBLE POLYETHYLENE
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CONTROL JOINT
WITH SEALANT-
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II'-&" LF OF RETAINING WALL
5'-2"
39'-6"
5'-2"
RE. S4.00 FOR WALL
AND FOOTING SIZE
AND REINFORCING 16'-104" (SKEW)
12'-0"
5 2 GALVANIZED RAIL AND
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IFgt" CONTROL JOINT
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20060630 ELEVATIONSdw9
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T/ WALL
o = 5122.59'
T/ WALL
= 5121.84'
INVERT ELEV.
= 5111.34'
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COIJANS
SANITATION DISTRICT
Mr. Michael E10.0briTullio, Manager Date
Mr. Te atrill, P.E., District F.ngineer' 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 OF74ft/A R 20O.7HIS 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 PRESIDENT
City of Fort C lins, Colorado
UTILITY P
proval
APPROVED:
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,City Engineer
Date
CHECKED BY:
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Date
CHECKED BY:
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Date
CHECKED BY:
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Date
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C-3 2154
GENERAL NOTES
1. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". 3. REINFORCING STEEL SHALL BE GRADE Ell
2. WINGWALL FOOTINGS AND FLOOR OF BOX CULVERT SHALL BE
PLACED MONOLITHICALLY. TOP OF FOOTING SHALL BE FLUSH
WITH TOP OF BOX BOTTOM SLAB.
LAP TO VERT BARS
(C— BARS)
4. THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE:
AS SHOWN ON SHEET S2.00
e =
I 1L I
h =
10' TO 12'
C] =
4'-3"
b
W =
9'-6°
c BARS
#6@12"
d BARS
#6@12"
tf =
16"
SOIL PSF =
2000
REVISED DESIGN TABLE A
REVISED FOOTING DIMENSIONS AND SOIL PRESSURE
FORT COLLINS-116"
NTS
81 NTS
-------------------
#4 ALONG
TOP OF WALL
ADD #4 @ 12" --�
O.C. OUTSIDE FACE
AT ALL WALLS 12"
AND THICKER
I PROVIDE 2" DIA.
WEEP HOLES
SHORT C — BARS EVERY 48"
ALTERNATE WITH
LONG C — BARS. 012
3112 " x 1112>,
CONSTR. KEY
2' CLR.
1'-4" °
a
as c
La
TYPICAL SECTION
DESIGN DATA:
UNIT STRESSES: f S = 24,000 PSI
f c = 1,200 PSI
n = 9
EQUIVALENT FLUID PRESSURE = 50 LBS./CU. FT.
MAXIMUM TOE PRESSURE = 1 TON/SQ. FT. U.N.O.
ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED
BEFORE CONCRETE IS POURED.
i I'
II
P ° I 4" BRICK LEDGE EACH d °C
FACE, RE: S3.00
C O vOi W °
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II �IN 1'X1' CONT. GRAVEL ®�
-� BEDDING IN GEOFABRIC WRAP
° O E
I �
d — BARS
SIX #4 CONTINUOUS —
m
3
WINGWALL CONCRETE SHALL BE:
CONCRETE CLASS D (BOX CULVERT) 5000 PSI MIX.
LIVE LOAD SURCHARGE HAS BEEN CONSIDERED.
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
07
Mr. TenrplTill, P.E., Distract 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
TH194L DAY OF'JNF9l9^W__f l200;ITHIS 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
DRESULT.
ROBERT UNDERHILL, PRESIDENT
City of Fort Collins, Colorado
UTILI AN Approval
APPROVED:
,p
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V
. City EnVeer
Date
CHECKED BY:
NIA
Water & Wastewater utility
Date
CHECKED BY:
A. I
/_
Stormwater Utility
lDa—te-�L=(/�
CHECKED BY:
_ ✓�
_
Traffic Engineer
Date
CHECKED BY:
t —OO
Gr 5H7—Row6r
Date
CHECKED BY:
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Environmental Planner
Date
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C- 3 2154