Plans for South Seating Area Improvements

Agency: City of Galesburg
State: Illinois
Type of Government: State & Local
Category:
  • Z - Maintenance, Repair or Alteration of Real Property
Posted: Jan 10, 2019
Due: Feb 13, 2019
Publication URL: To access bid details, please log in.

2019.02.13.001 - Plans for South Seating Area Improvements

Attachment Preview

Galesburg, Illinois
49 North Prairie Street
309.342.4042
www.klingner.com
Quincy, IL Burlington, IA
Pella, IA Hannibal, MO
GENERAL NOTES
1. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
2. ANY DISCREPANCIES BETWEEN SPECIFICATIONS, DRAWINGS, AND/OR SITE CONDITIONS
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
3. ALL AREAS DESIGNATED TO REMAIN UNDISTURBED SHALL BE PROTECTED BY THE
CONTRACTOR THROUGHOUT CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION LAYOUT OF ALL
PROPOSED IMPROVEMENTS, INCLUDING ROUGH AND FINISHED ELEVATIONS AND ALL
OTHER PROPOSED IMPROVEMENTS INDICATED ON THE DRAWINGS.
5. THE CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE LOCAL, STATE, & FEDERAL
CODES ARE FOLLOWED. ALL APPLICABLE LOCAL AND STATE NOTIFICATIONS AND
PERMITS SHALL BE ACQUIRED PRIOR TO CONSTRUCTION, INCLUDING ALL NECESSARY
UTILITY CONNECTION PERMITS FROM THE RESPECTIVE UTILITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITIES AND
SERVICES REQUIRED DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL REFERENCE POINTS,
BENCHMARKS, MONUMENTS, STAKES, AND PROPERTY CORNERS DURING
CONSTRUCTION. REPLACEMENT OF LOST REFERENCE POINTS SHALL BE AT THE
CONTRACTORS EXPENSE.
8. REMOVE ALL STRUCTURES, FOUNDATIONS, WALLS, PAVEMENTS, AND ALL OTHER ITEMS
IN CONFLICT WITH PROPOSED IMPROVEMENTS IN ACCORDANCE WITH THE SPECIFICATIONS.
9. REFERENCES TO "STANDARD SPECIFICATIONS" SHALL MEAN THE ILLINOIS DEPARTMENT OF
TRANSPORTATION, "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION",
LATEST EDITION.
10. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
11. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF CONSTRUCTION WITHOUT
OWNER APPROVAL.
12. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS,
ROADWAYS, AND THE PROJECT SITE SHALL BE KEPT CLEAN AT ALL TIMES. CONTROL
DUST IN AND AROUND ALL WORK AND STAGING AREAS.
13. ALL OPEN EXCAVATIONS SHALL BE PROTECTED.
14. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.
15. IF SOIL OR GROUNDWATER IS ENCOUNTERED WHICH EMITS A PETROLEUM ODOR OR IS DISCOLORED
THE CONTRACTOR SHALL STOP EXCAVATION AND NOTIFY THE OWNER IMMEDIATELY. THE OWNER
WILL COORDINATE ENVIRONMENTAL EFFORTS TO HANDLE THE IMPACTED SOIL OR GROUNDWATER
IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL
TAKE APPROPRIATE ACTION TO ENSURE PUBLIC AND EMPLOYEE SAFETY.
GRADING NOTES
1. TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 6 INCHES WITHIN ALL PROPOSED BUILDING
AND PAVEMENT AREAS AND STOCKPILED ON SITE FOR USE IN LANDSCAPE AREAS
(COORDINATE WITH OWNER). IF ACCEPTABLE TOPSOIL IS NOT AVAILABLE ON SITE, THE
CONTRACTOR SHALL PROVIDE IT TO A DEPTH OF 6 INCHES.
2. TOPSOIL SHALL BE LOAMY IN NATURE, FREE FROM HARD CLODS, STIFF CLAY, SOD,
STONES, ROOTS, STICKS, AND OTHER DEBRIS OVER 1 INCH IN SIZE. TOPSOIL SHALL BE
FREE OF TOXIC MATERIALS AND SHALL HAVE A pH RANGE BETWEEN 5.5 AND 7.0.
3. ALL EXCESS MATERIALS NOT USED FOR CONSTRUCTION OF THE PROJECT SHALL BE
DISPOSED ONSITE BY THE CONTRACTOR AS DESIGNATED BY THE OWNER.
4. ALL DISTURBED AREAS NOT WITHIN PAVEMENT & LANDSCAPE AREAS SHALL BE SEEDED
PER THE SPECIFICATIONS. THE AREAS INDICATED TO BE SEEDED ON THIS PLAN
ARE ESTIMATED DISTURBED AREAS. DISTURBED AREAS OUTSIDE OF THOSE INDICATED
SHALL BE SEEDED REGARDLESS OF THE LIMITS INDICATED.
5. SLOPES 4:1 AND STEEPER SHALL RECEIVE A TEMPORARY EROSION CONTROL
MAT PROVIDING PROTECTION FOR UP TO 12 MONTHS IN ACCORDANCE
WITH SECTION 280 OF THE STANDARD SPECIFICATIONS.
PCC SLAB NOTES
1. PCC SLAB SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ILLINOIS DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION.
2. PROOF-ROLL SUBGRADE WITH A MINIMUM 25 TON G.V.W. TRUCK TO IDENTIFY AREAS
OF SOFT OR UNSTABLE SUBGRADE. REMOVE AND REPLACE UNSTABLE AREAS
WITH SUITABLE COMPACTED MATERIALS.
3. 1/2 INCH PREFORMED EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN NEW
PAVEMENT CONSTRUCTION AND THE FACES OF BUILDINGS AND STOOPS.
4. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, EDGE OF BUILDING, OR PROPERTY
LINES UNLESS OTHERWISE NOTED. ALL RADII ARE TO EDGE OF PAVEMENT.
EROSION CONTROL NOTES
1. EROSION CONTROL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS AND THE ILLINOIS URBAN MANUAL (CURRENT EDITION).
2. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING AND MAINTAINING ALL THE
RUNOFF FROM THE SITE, IN A MANNER WHICH KEEPS ALL SILT ON SITE.
3. AN N.P.D.E.S. CONSTRUCTION PERMIT IS NOT ANTICIPATED SINCE LESS THAN 1 ACRE
OF LAND WILL BE DISTURBED BY GRADING OPERATIONS.
UTILITY NOTES
1. THE LOCATION OF EXISTING UTILITIES IN CONSTRUCTION AREAS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR BY CONTACTING J.U.L.I.E. AT 1-800-892-0123 OR THE
INDIVIDUAL UTILITIES NOT PARTICIPATING IN THE J.U.L.I.E. SYSTEM. EXISTING UTILITIES
TO REMAIN SHALL BE PROTECTED. ANY REPAIR OR RELOCATION REQUIRED, AS A RESULT
OF DAMAGE BY CONSTRUCTION ACTIVITIES SHALL BE AT THE CONTRACTORS EXPENSE.
THE CONTRACTOR SHALL PAY UTILITY PERMIT AND/OR INSPECTION FEES.
2. UTILITY TRENCHES WITHIN PAVEMENT AREAS SHALL BE BACKFILLED WITH APPROVED
COMPACTED GRANULAR BACKFILL.
3. ALL PLUMBING SHALL BE IN ACCORDANCE WITH THE ILLINOIS PLUMBING CODE, CURRENT VERSION.
4. ALL ELECTRIC SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, CURRENT VERSION.
5. MINIMUM BURIAL DEPTH FOR WATER MAINS SHALL BE 4'-6" TO THE TOP OF PIPE.
6. ADJUST ALL VALVES, MANHOLES, CASTINGS, GAS VENTS, ETC., TO MATCH THE NEW SURFACE.
ADJUSTMENT SHALL BE COORDINATED WITH THE UTILITY COMPANIES AND THE COST FOR ALL
ADJUSTMENTS SHALL BE INCIDENTAL TO THE CONSTRUCTION AT NO ADDITIONAL COST TO THE
OWNER. REPAIR ANY DAMAGE TO SAID STRUCTURES AND APPURTENANCES THAT OCCUR
DURING CONSTRUCTION.
7. ALL LIGHT SOURCES SHALL BE INDIRECT, DIFFUSED, OR SHIELDED TYPE FIXTURES, INSTALLED
TO REDUCE GLARE AND CONSEQUENT INTERFERENCE WITH BOUNDARY STREETS AND ADJACENT
PROPERTY.
THE DRAWINGS INDICATE THE BEST KNOWLEDGE OF THE OWNER AND ENGINEER/ARCHITECT
ON THE GENERAL LOCATION AND NATURE OF THE EXISTING AND OR PROPOSED
UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION. EXPLORATORY EXCAVATIONS AT
THE SITE TO DETERMINE INSITU LOCATIONS WERE NOT CONDUCTED. QUALITY LEVEL D IN
ACCORDANCE WITH CI/ASCE 38-02, STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION
OF EXISTING SUBSURFACE UTILITY DATA, WAS UTILIZED. REGARDLESS OF THE LEVEL OF INVESTIGATION,
THE UTILITIES SHOWN SHOULD NOT BE CONSIDERED A WARRANTY OR GUARANTEE OF ACTUAL PRESENCE
OR LOCATION AND THE CONTRACTOR REMAINS RESPONSIBLE FOR THE LOCATION, VERIFICATION,
AND PROPER NOTIFICATION OF POTENTIAL UTILITIES.
QUALITY LEVELS:
QUALITY LEVEL A - PROVIDES THE HIGHEST LEVEL OF ACCURACY BY LOCATING OR
POTHOLING UTILITIES IN ADDITION TO QUALITY LEVELS B, C, AND D TASKS. THE LOCATED
UTILITIES INFRASTRUCTURE IS SURVEYED AND MAPPED TO DEVELOP PLAN
AND PROFILE INFORMATION.
QUALITY LEVEL B - INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE
UTILITIES THROUGH SURFACE DETECTION METHODS AND RECORDING THE INFORMATION
THROUGH A SURVEY METHOD, IN ADDITION TO QUALITY LEVEL C AND D TASKS.
QUALITY LEVEL C - INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS
MANHOLES, HAND-HOLES, UTILITY VALVES, AND METERS, FIRE HYDRANTS, PEDESTALS AND
UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY
RECORDS TO CREATE COMPOSITE DRAWINGS, IN ADDITION TO QUALITY LEVEL D TASKS.
QUALITY LEVEL D - INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS, THAT MAY
INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICE MAPS, EXISTING GEOGRAPHIC
INFORMATION SYSTEM DATABASE, CONSTRUCTION PLANS, ETC.
DATABASES, CONSTRUCTION PLANS, ETC.
LIGHTING & ELECTRICAL NOTES
1. FURNISH AND INSTALL ALL NECESSARY CONDUIT, WIRING, & ELECTRICAL COMPONENTS FROM
EXISTING ELECTRICAL CONNECTION TO SIGNAGE LIGHTING.
2. ALL CONDUIT TRENCHES BENEATH PAVEMENT AREAS TO BE COMPACTED TO 95% STANDARD
PROCTOR DENSITY AGGREGATE BACKFILL.
3. ALL ELECTRICAL INSTALLATIONS SHALL CONFORM TO THE NATIONAL ELECTRIC CODE.
4. SURGE PROTECTOR AND FUSED DISCONNECTS TO BE FURNISHED BY THE CONTRACTOR.
ABBREVIATIONS
FL
FLOWLINE ELEVATION
TC
TOP OF CURB ELEVATION
GL
GUTTER LINE ELEVATION
TG
TOP OF GRATE ELEVATION
STA
STATION
FES
FLARED END SECTION
SWI
STORM WATER INLET
FFE
FINISH FLOOR ELEVATION
HP
HIGH POINT
LP
LOW POINT
TW
TOP OF WALL ELEVATION
BW
BOTTOM OF WALL ELEVATION
DS
DOWNSPOUT
NOTE
UTILITY INFORMATION IS FOR THE CONVENIENCE
OF THE CONTRACTOR. BEFORE CONSTRUCTION
BEGINS THE CONTRACTOR SHALL CONTACT
J.U.L.I.E. AT 811 OR 1-800-892-0123 AND
INDIVIDUAL UTILITY COMPANIES NOT BELONGING
TO THE J.U.L.I.E. SYSTEM, FOR THE PRESENCE
AND LOCATION OF UTILITIES.
UTILITY INFORMATION:
UTILITY INFORMATION IS FOR THE CONVENIENCE OF THE CONTRACTOR. BEFORE CONSTRUCTION
BEGINS THE CONTRACTOR SHALL CONTACT J.U.L.I.E. AT 811 OR 1-800-892-0123 AND INDIVIDUAL UTILITY
COMPANIES NOT BELONGING TO THE J.U.L.I.E. SYSTEM FOR THE PRESENCE AND LOCATION OF UTILITIES.
J.U.L.I.E. -- 811 OR 1-800-892-0123
WATER -- CITY OF GALESBURG
55 W. TOMPKINS ST, GALESBURG, IL 61401
WATER-(309)345-3649
AFTER HOURS-(309)345-3653
SEWER -- GALESBURG SANITARY DISTRICT
2700 WEST MAIN STREET, GALESBURG, IL 61401
GENERAL (309)-342-0131
ELECTRIC & GAS -- AMEREN
1824 KNOX HIGHWAY 9, GALESBURG, IL 61401
GENERAL (309) 345-5100
TELEPHONE -- CENTURYLINK
100 N. CHERRY ST. GALESBURG, IL 61401
GENERAL (309) 345-5376
CABLE -- COMCAST COMMUNICATIONS
533 N. HENDERSON ST. GALESBURG, IL 61401
GENERAL (309) 323-0747
DESIGN FIRM NO. 184-2738
FULL SIZED PLANS HAVE BEEN PREPARED USING
STANDARD SCALES. REDUCED SIZED PLANS MAY NOT
CONFORM TO STANDARD SCALES. USE GRAPHIC SCALES
WHEN MAKING MEASUREMENTS ON REDUCED PLANS.
EXISTING
LEGEND
PROPOSED
601
600
PROPERTY LINE
LOT LINE
RIGHT OF WAY LINE
CENTERLINE
EASEMENT
BUILDING SETBACK
CONSTRUCTION LIMITS
FENCE LINE
CHAIN LINK FENCE
FENCE W/ SQUARE POSTS
STREAM
STRUCTURE
PAVEMENT MARKINGS
EDGE OF PAVEMENT
CURB AND GUTTER
RAILROAD TRACKS
WATER LINE
FIRE PROTECTION
GAS LINE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
OVERHEAD TELEPHONE
UNDERGROUND TELEPHONE
CABLE TELEVISION
FIBER OPTIC
COMMUNICATION LINE
STORM SEWER
SANITARY SEWER
FORCE MAIN
COMBINED SEWER
IRRIGATION SYSTEM
MAST ARM SIGNAL (3 SIGNALS)
MAST ARM SIGNALS (2 SIGNALS)
UTILITY TRAFFIC SIGN
SIGN
MANHOLE
STORM WATER INLET
CATCH BASIN
CLEANOUT
CULVERT
BOX CULVERT
WATER VALVE
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER
GAS VALVE
GAS METER
TELEPHONE PEDESTAL
CABLE TV PEDESTAL
ELECTRIC METER
UTILITY POLE
LIGHT STANDARD
LIGHT POLE
GUY WIRE
SURVEY MARKER
SUMMIT / HIGH POINT
CONTOURS
INDEX CONTOURS
DIRECTION OF DRAINAGE
600.00
SPOT ELEVATION
DECIDUOUS SHRUB
DECIDUOUS TREE
CONIFEROUS SHRUB
CONIFEROUS TREE
G101
SITE PLAN NOTES
1. ANY DAMAGE TO THE PARKING LOT TO REMAIN DURING THE COURSE OF ALL CONTRACTOR OPERATIONS IS THE
RESPONSIBILITY OF THE CONTRACTOR TO REPAIR.
2. NO LANDSCAPING OTHER THAN TURF IS CURRENTLY PROPOSED. THE CONTRACTOR SHALL REPAIR TOPSOIL AND RE-SEED ANY DAMAGED AREAS.
3. PROPOSED CONCRETE SLAB SHALL SLOPE TO DRAIN AWAY FROM CENTER.
CONNECT TO EXISTING ELECTRIC AT STREETLIGHT. MODIFY EXISTING FOUNDATION AND INSTALL NEW UNDERGROUND ELECTRIC
CABLE IN METAL CONDUIT (~10LF) TO FEED NEW LIGHT FIXTURE AT NEW SIGN. SEE DETAIL 3/C501.
REMOVE EXISTING SIGN, , FOUNDATIONS, POSTS AND SHRUBS
INSTALL NEW SIGN WITH BRICK COLUMNS AND FOOTINGS
CONTRACTOR TO SUBMIT SHOP DRAWINGS INCLUDING SIGN LAYOUT, COLUMN STRUCTURE, AND FOOTING STRUCTURE
FOR APPROVAL PRIOR TO FURNISHING
SEE DETAIL 1/C502 AND DETAIL 2/C502
INSTALL NEW EXTERIOR STRIP LED LIGHT FIXTURE AT BOTTOM OF SIGN, FACING UPWARDS. CONNECT TO NEWLY INSTALLED ELECTRIC CABLE.
CONTRACTOR TO AFFIX METAL CONDUIT TO BACK OF BRICK COLUMN AND RUN TO NEW LED LIGHT FIXTURE.
LIGHT FIXTURE: PHILLIPS VAYA LINER LP G2 - LED - 4000K - 120V - TEMP GLASS - 1774 LM - 17 VA. INCLUDE GLARE SHIELD AND MOUNTING BRACKET.
3
C501
1
C502
0
10'
20'
SCALE: 1" = 10'
2
C501
4
C501
1
C501
NEW 5' WIDE SIDEWALK ADJOINING EXISTING SIDEWALK AND
PROPOSED PCC SLAB. EXPANSION JOINTS SHALL BE PLACED
ON EITHER SIDE OF NEW SIDEWALK. SEE DETAIL 2/C501.
NEW PCC FOOTINGS AT EACH CORNERS
SEE DETAIL 5/C501
NEW PCC SLAB AND CANOPY STRUCTURE
SIZE: 15' WIDE X 45' LONG
SAWCUT PATTERN FOR JOINTS: 5' X 10'
SEE DETAIL 1/C501 FOR PCC SLAB
CANOPY STRUCTURE SHALL BE FURNISHED PER
SPECIFICATIONS. CANOPY STRUCTURE TO BE SUBMITTED
BY CONTRACTOR FOR APPROVAL PRIOR TO FURNISHING.
C101
VARIES
LIGHT BROOM FINISH
SLAB SLOPES 1.5% MAX.
6" REINFORCED CONCRETE
6"x6"-6x6 WWF
MEDIUM BROOM
FINISH
COMPACTED SUBGRADE
4" AGGREGATE BASE, TYPE B
1 CONCRETE SLAB DETAIL
N.T.S.
COMPACTED
SUBGRADE
NOTES:
ALL SIDEWALK JOINTS SHALL BE TOOLED OR
EDGED, MAX. SPACING = WIDTH OF SIDEWALK.
1/2" EXP. JTS. W/ POLYURETHANE SEALER AT
MAX. 50' INTERVALS.
SEE PLAN FOR SIDEWALK WIDTH.
MAXIMUM LONGITUDINAL SLOPE SHALL NOT
EXCEED 5%.
TYPICAL SIDEWALK
2 N.T.S.
4" CONCRETE
SIDEWALK
VARIES
2" AGGREGATE
BASE, TY B
COMPACTED AGGREGATE
IN PAVEMENT AREAS
MOUND TOP OF TRENCH IN
NON-PAVEMENT AREAS
4" TO 8"
TYP.
CONDUIT
1. BACKFILL AND COMPACT TRENCHES EVENLY, LEAVING A MOUND
ON THE SURFACE FOR FUTURE SETTLING IN NON-PAVEMENT AREAS.
2. ALL TRENCHES UNDER PAVEMENT AREAS SHALL BE BACKFILLED
WITH COMPACTED AGGREGATE TO 95% STANDARD PROCTOR DENSITY.
COMPACTED IN 8" MAX. LIFTS
3 TYPICAL ELECTRIC TRENCH DETAIL
NTS
4 CANOPY FOOTING DETAIL
N.T.S.
C501
1 SIGN DETAIL
N.T.S.
12"
GRADE
REINFORCEMENT
NOTES:
SIGN FOUNDATION, REINFORCING, BRICK
COLUMNS, AND SIGN CONNECTION TO
COLUMNS SHALL BE ENGINEERED BY SIGN
FABRICATOR AND SUBMITTED FOR APPROVAL.
PC CONCRETE
FOUNDATION
(IDOT CLASS SI MIX)
24"
2 COLUMN/FOOTING DETAIL
N.T.S.
C502
This is the opportunity summary page. You are currently viewing an overview of this opportunity and a preview of the attached documentation. For more information, please visit the Publication URL Web page.
Daily notification on new contract opportunities

With GovernmentContracts, you can:

  • Find more opportunities and win more business
  • Receive daily alerts for all new bid opportunities
  • Get contract opportunities matched to your business
ONE WEEK FREE TRIAL

See also

Opportunity History Complete View Original Synopsis Presolicitation Jun 21, 2018 3:07 pm Changed

Department of Veterans Affairs

Bid Due: 6/21/2023

Form Details (Abstract): RFQ 6661 Status Active Document PDF File Abstract Event Construction

City of Chicago

Bid Due: 1/24/2019

contract number contract description advertise date bid opening date contract documents questions and

Metropolitan Water Reclamation District of Greater Chicago

Bid Due: 1/18/2019

Bid Number Commodity/Department Download list Download available Starting Download available Ending Opening 1830-17616

Cook County

Bid Due: 1/18/2019

* Disclaimer: Information regarding bids, requests for proposals (RFPs), or requests for qualifications (RFQs) is provided on this website only as a convenience and does not constitute official public notice. Persons wishing to respond to or inquire about bids, RFPs, or RFQs should contact the appropriate government department.