|
GENERAL NOTES:
<br />1. In case of conflict between drawings contained in this set, figure dimensions on drawings
<br />shall govern over scaled dimensions and detailed drawings shall govern over general
<br />drawings or schematics,
<br />2. The locations of existing structures, pipelines, utilities, etc, shown on the drawings have
<br />been determined from the owner, utility companies or other personnel. There may be
<br />other structures, pipelines, utilities, etc. not shown on the drowings.which presently exist
<br />in the area of construction. The Engineer and /or Owner assume no responsibility for the
<br />accuracy or completeness of the information shown. The Contractor shall review and
<br />verify the existing ground configuration and inform himself /herself of the conditions to be
<br />encountered during construction and shall contact all appropriate agencies prior to
<br />commencement of construction for purposes of locating existing structures, pipelines
<br />utilities, etc. within the project site.
<br />3. Dimensions, elevations, and locations of existing structures, pipelines and existing
<br />topographic data shown on the drawings are approximate. The Contractor shall review and
<br />verify existing configurations and inform himself /herself of the conditions to be
<br />encountered during construction. Report any deviations from the contract drawings
<br />immediately to the Engineer prior to proceeding with the work.
<br />4. These drawings supply general information and guidance for the layout and construction
<br />of this facility. All other construction details are to be decided between the Owner,
<br />Equipment Supplier and Contractor.
<br />5. All dimensions, equipment locations are to be verified by the Owner, Equipment Supplier
<br />and General Contractor prior to construction.
<br />6. Contractor must comply with all local, province /state, and federal building codes.
<br />7. The Earthwork for the freshwater reservoir will be provided as the "Earthwork Construction
<br />Plans ". Any discrepancies between the earthwork documents and the water system
<br />improvements documents should be identified to the Owner and Engineer prior to
<br />proceeding with the work.
<br />8. All building /construction materials shall be new unless otherwise noted. The Contractor
<br />shall supply product submittals detailing materials and equipment selected to the Owner
<br />for approval regarding materials used.
<br />9. The Contractor is responsible to coordinate with Owner on any Owner supplied items, if
<br />any,
<br />10. The Contractor shall provide temporary fencing, as necessary, to secure the Project Site
<br />and staging area from theft.
<br />11. The Contractor is responsible for keeping trash an site, cleaned up on a daily basis.
<br />12. The Contractor shall bear the responsibility, repairs and total expenses for any damages
<br />to existing underground utilities, piping, conduit or equipment. Any repairs shall be done
<br />to restore to existing condition or better.
<br />13. All Site grading and drainage specifications and design shall be per the Earthwork
<br />Construction Plans.
<br />14. Provide proper construction and workmanship to ensure necessary slopes for drainage. It
<br />is the responsibility of the Contractor to make any necessary field modifications to insure
<br />drainage.
<br />15. These Plans do not provide a storm water plan which may be required for land
<br />disturbance activities, (See Earthwork Construction Plans).
<br />16. Pipelines shall generally be laid out in straight lines between points of intersection as
<br />shown on the coordinates provided on said plans.
<br />17. Minimum cover on all water lines installed under this project is to be 4 feet, to Top of
<br />Pipe, unless otherwise noted.
<br />18. Pipe fittings located within (5) five feet, horizontally of each other, shall be connected to
<br />each other with two (2) %"' dia. All- Thread restraints unless otherwise per Engineer.,
<br />19. Refer to construction standards contained in the construction specifications for
<br />requirements regarding pipe bedding, thrust blocks and valve box details.
<br />20. Compaction requirements shall be maintained per construction specifications unless
<br />otherwise per Engineer. Any unsuitable conditions shall be reported to the Owner/Engineer.
<br />21. It is the responsibility of the Contractor to provide a safe working environment and
<br />comply with all regulations set by Occupational Safety and Health Administration (OSHA).
<br />22. The Contractor and /or Owner shall apply for a utility /special use permit for the
<br />trenchless construction under the Highway 50 Right -of -Way. Contact Mark Nesskenn with
<br />CDOT regarding any questions at 719 - 546 - 5435.
<br />ENV/R® -A G
<br />JBS Five Rivers Cattle Feeding LLC _
<br />Colorado Beef - Water System Improvements
<br />Lamar, Prowers County, Colorado ENG /N£E�P /NC, INC
<br />PLUMBING & MECHANICAL NOTES:
<br />1. All plumbing and mechanical work shall be in compliance with the most current
<br />uniform plumbing and mechanical codes.
<br />2. All pressure piping shall be SDR 26 Class 160 IPS pipe unless otherwise per
<br />Engineer.
<br />3. All mechanical fittings shall be used for buried pipe unless otherwise per
<br />Engineer.
<br />4. All fittings shall be restrained by concrete thrust blocks or concrete anchors.
<br />5. All valves shall be restrained by two (2), Y'4" All- Thread to the closest fitting or
<br />to a concrete anchor.
<br />STRUCTURAL NOTES:
<br />1. All structural design of reinforced concrete, and structures shall be done by a
<br />Licensed Structural Engineer.
<br />2. See construction specifications for concrete strength for the specified
<br />application(s).
<br />3. Provide h -inch expansion joints with a maximum spacing of 20' o.c. in all
<br />concrete slabs.
<br />ELECTRICAL NOTES:
<br />1. The electrical design of the facility shall be the contractor's responsibility.
<br />2. All electrical work shall be in compliance with the most current national electric
<br />codes.
<br />3. The Contractor is responsible for supplying the Owner with an equipment and
<br />fixture schedule, listing the product, manufacturer and quantity of all lights,
<br />proposed fans, etc., in order to compare electrical bids.
<br />ENVIRO-AG ENGINEERING, INC.
<br />ENGINEERING CONSULTANTS
<br />34,,m0Y y
<br />4 Airway - Blvd.
<br />Amarillo, Texas
<br />79118
<br />TEL (808) 353 -6123
<br />FAX (808) 353 -4132
<br />r�
<br />0 0 0- --a -
<br />SD
<br />a1® --fl1m Dim - - = --
<br />-Oae -- 9ae--- �-- 0ea- -•
<br />s
<br />c
<br />t�
<br />__vA-
<br />Notes and Legend
<br />REVISIONS
<br />ZONE
<br />I REV
<br />DESCRIFiION
<br />DAiE
<br />APPROVED
<br />-
<br />I INMAL RELEASE
<br />08 /31 /00
<br />BARBED WIRE FENCE
<br />BARBED WIRE FENCE
<br />STORM SEWER LINE
<br />OVERHEAD ELECTRIC LINE
<br />WATER LINE
<br />GAS LINE
<br />SANITARY SEWER LINE
<br />INTERMEDIATE CONTOUR
<br />INDEX CONTOUR
<br />CONTROL POINT
<br />PROPERTY CORNER
<br />UTILITY POLE
<br />GUY WIRE ANCHOR
<br />TELEPHONE PEDESTAL
<br />SIGN
<br />MONITOR WELL
<br />DECIDUOUS TREE
<br />EXISTING WATER GATE VALVE
<br />PROPOSED WATER GATE VALVE
<br />PROPOSED COUPLER
<br />THRUST BLOCK
<br />CONCRETE FLATWORK
<br />ASPHALT
<br />GRAVEL
<br />BREAK LINE
<br />FLOW DIRECTION
<br />NATURAL GROUND OR PROCESSED
<br />EARTH FILL
<br />i
<br />DWG. SIZE: D I SHEET 2 OF 8
<br />34512
<br />vy
<br />C
<br />0
<br />E
<br />N
<br />O
<br />s_
<br />CL
<br />E
<br />N
<br />(n
<br />O o
<br />`ter
<br />I z
<br />46
<br />or
<br />N
<br />m
<br />
|