GENERAL NOTES
General Contractor's General Responsibilities
1. General contractor is responsible for all materials,
construction methods and craftsmanship.
2. Do not scale drawings.
3. All new work is to be plumb, level and square.
4. All new work is to comply with UCCS design and
construction standards.
5. The Contractor is responsible to bring discrepancies or
conflicts between various construction documents, including
drawings and specifications, to the immediate attention of the
architect before bid opening for resolution.
Do not assume correctness of one document or the other.
6. Existing site utilities are to remain unless noted otherwise.
7. Contractors are responsible for coordinating work with other trades, and
owner's self-performed work wherever and whenever they overlap.
8. General Contractor is responsible to coordinate inspection
services provided by a State Inspector. Fees for inspections and
required permits to be by General Contractor.
Code Compliance
1. Comply with all local, state and federal codes, laws
and regulations.
2. Comply with OSHA's standard requirement for
excavating and trenching.
Parking, Trash Removal, Temporary Facilities, Deliveries
1. Contractor is responsible to pay for parking on campus.
PROJECT LOCATION
2. This project will make available to the General Contractor (1)
Facilities services parking stall for use during construction behind
Engineering building, west of the patio.
3. General Contractor is responsible for trash and recycling removal.
Coordinate dumpster locations with UCCS Project Manager.
Schedule, Work Hours & Building Access
1.
Work to be started and completed as stated in the bid forms.
2. Hours of construction are between 7:00am - 10:00pm or
as otherwise arranged with the Project Manager.
3. Coordinate construction activities with UCCS Project Manager
to meet owner's schedule.
Project Location Plan - Engineering Building
4. Activities causing noise, vibration, odors and activities which
require closure of part of the building, parking areas or interruption
of utility services must be coordinated with owner's schedule.
5. Arrange building access with UCCS Project Manager.
Scale:
Engineering Patio
Facilities Services
ENGINEERING AND APPLIED SCIENCE (ENGR)
CS
Not To Scale
Date:
06/19/2015
Drawn by:
MQF
SCOPE OF WORK
1
SOLID PIPE
END
3
4" Ø PERFORATED PIPE
FF=36.5
FIELD VERIFY
SOLID PIPE
DRAIN TO DAYLIGHT
FF=36.5
FIELD VERIFY
Excavate soil above and about 12" deep along perimeter
of existing concrete storage vault shown hatched.
Field verify top of existing concrete vault.
(Approx. T.O.V. =36.75)
3
Remove any existing membrane and protection
board on top of existing concrete storage vault and
along perimeter foundation walls below patio
to a depth of 5' max. See detail 1 and 2/A2 .
New waterproofing and protection board should be
compatible with existing waterproofing system.
See attached existing waterproofing and protection
board specification.
Provide submittals for approval.
1
3
4
Provide new 4" perforated drain pipe with filter fabric
on top of existing concrete storage vault deck. Drain to
daylight. See detail 1/A2.
5
Backfill affected area and reinstall sod to original condition.
Coordinate landscape work with Facilities Outdoor Services.
3
3'-0"
4
SLOPE 1/4"/FT
NEW STONE PAVER TO
PROTECT DRAIN PIPE
UNDERNEATH GRADE
1
A2
ALL WORK SHALL BE IN STRICT COMPLIANCE WITH
CURRENT BUILDING CODES AND OTHER STATE AND LOCAL
CODES AND BUILDING REQUIREMENTS THAT APPLY.
CONTRACTOR AND SUBCONTRACTORS SHALL
PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT
TO COMPLETE ALL WORK SHOWN ON PLANS,
CALLED FOR IN SPECIFICATIONS, OR REASONABLY
IMPLIED FOR A COMPLETE INSTALLATION EVEN
THOUGH NEITHER SHOWN ON PLANS OR CALLED OUT
IN SPECIFICATIONS.
EXISTING SITE UTILITIES ARE TO REMAIN UNLESS
NOTED OTHERWISE.
CONTRACTOR TO COORDINATE WITH FACILITIES
ON SCHEDULES AND ACTIVITIES AT LEAST 2 DAYS
PRIOR TO ANY DEMOLITION OR NEW WORK
TYP.
WORK TO BE COMPLETED BETWEEN XXXXXXX AND
XXXXXXXXXXXXX.
A)HOURS OF CONSTRUCTION ARE BETWEEN
7:00AM - 10:00PM OR AS OTHERWISE ARRANGED
WITH THE CAMPUS SECURITY. CONTRACTOR WILL
BE RESPONSIBLE FOR PARKING FEES.
1
3
5
SLOPE
3
240
240
SLOPE
30X16 CONCRETE
SPLASH BLOCK
THE INTENT OF THE DRAWINGS IS TO PROVIDE
INFORMATION FOR THE CONSTRUCTION. IT IS
IMPORTANT FOR THE CONTRACTOR TO VERIFY
FIELD DIMENSIONS AND CONDITIONS BEFORE
EXECUTION OF THE WORK. CONTACT
OWNER SHOULD ANY DISCREPANCIES EXIST.
EXISTING SITE UTILITIES ARE TO REMAIN UNLESS
NOTED OTHERWISE.
FF=41.0
FF=41.0
2
A2
2
2
5
Excavate along perimeter of concrete
patio shown hatched 3' wide and a depth of 5 feet. Salvage
existing sod for reinstallation. Provide protective systems
per OSHA standard requirement.
GENERAL NOTES
GENERAL CONTRACTOR TO EMAIL FINAL BIDS TO
MFALCON@UCCS.EDU BY 2:00PM ON XXXXXXXX.
GENERAL CONTRACTOR IS RESPONSIBLE TO
COORDINATE INSPECTION SERVICES PROVIDED BY
A STATE INSPECTOR. INSPECTIONS AND REQUIRED
PERMITS TO BE BY GENERAL CONTRACTOR.
45°
45°
2
A1
Construction Plan
Scale: 1/8"=1'-0"
1
A1
Demolition Plan
Scale: 1/8"=1'-0"
Scale:
Engineering Patio
Facilities Services
ENGINEERING AND APPLIED SCIENCE (ENGR)
A1
Not To Scale
Date:
06/19/2015
Drawn by:
MQF
EXISTING CONCRETE
PATIO
FF=41.0 (V.I.F)
6"
GRADE TO SLOPE 5% MIN.
(6" OF FALL IN 10')
4'-3"
NEW WATERPROOFING
WITH MIRA-DRAIN
PROTECTION BOARD
FILTER FABRIC
4" Ø PERFORATED PIPE IN
GRAVEL FILL
FF=36.75 (V.I.F.)
1'-0"
EXISTING CONCRETE
VAULT
FF=35.75
1
A2
Detail
Scale: 3/8"=1'-0"
EXISTING CONCRETE
PATIO
GRADE TO SLOPE 5% MIN.
(6" OF FALL IN 10')
EXISTING CONCRETE
PATIO
FF=41.0 (V.I.F)
NEW 4" PERFORATED DRAIN PIPE
WITH SOLID END ON TOP OF
EXISTING STORAGE VAULT
5'-0"
BACK FILL
NEW COLD APPLIED RUBBERIZED
WATERPROOFING WITH PROTECTION
BOARD
4" SOLID PIPE, SLOPE 1/4"/FT
NEW STONE PAVER
MIN. 2" THK. POLYSTYRENE
FOUNDATION INSULATION
TERMINATION BAR
EXISTING CONCRETE
STORAGE VAULT
EXISTING FOUNDATION
WALL
3
A2
Elevation
Scale: 1/8"=1'-0"
2
A2
Detail
Scale: 3/8"=1'-0"
Scale:
Engineering Patio
Facilities Services
ENGINEERING AND APPLIED SCIENCE (ENGR)
A2
Not To Scale
Date:
06/19/2015
Drawn by:
MQF