CAS ANNEX DEMO PLANS.pdf
PDF 21 MB Posted
- Attached to
- RFP CAS Annex Demo
- Solicitation number
- 00081
- Issued by
- Oakland County, Riverview City, Michigan
About this file
These demolition plans detail a comprehensive project for Oakland University to demolish the College of Arts and Sciences Annex Building located at 170 Meadow Brook Road in Rochester, Michigan. The project, identified by HRC Job #20230892, involves complete building removal, including all below-grade foundations and utilities, scheduled for bidding as of March 13, 2024. The demolition scope includes removing the entire annex building, auxiliary structures, debris, and associated infrastructure while maintaining specific site preservation requirements such as protecting existing trees and a historic stone wall. The project involves multiple technical considerations including soil erosion control, site restoration, utility disconnection, and careful management of potential hazardous materials like lead-based paint and asbestos.
The project documents specify detailed technical requirements for demolition, including installing perimeter fencing, managing pedestrian traffic, coordinating with university staff, and implementing comprehensive soil erosion and sedimentation control measures. The site restoration plan includes regrading the area and returning it to a grass and tree landscape. Specific quantities include erosion control silt fence (208 linear feet), an inlet filter, and a construction access route. The project requires careful utility termination, with all lines to be removed within the demolition area after being properly capped. The contractor must also comply with MIOSHA asbestos and lead construction training requirements and follow all state and federal guidelines for hazardous material handling and disposal.
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COLLEGE OF ARTS AND SCIENCES ANNEX BUILDING DEMOLITION
OAKLAND UNIVERSITY
ROCHESTER, MICHIGAN
HRC JOB #20230892
555 HULET DRIVE
BLOOMFIELD HILLS, MI.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: www.hrcengr.com
FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359
FOR:
OAKLAND UNIVERSITY
ROCHESTER, MICHIGAN
PREPARED BY:
PROJECT LOCATION MAP
3/13/2024 ISSUED FOR BIDS
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W. ORCHARD
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LIBRARY
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VARNER
AutoCAD SHX Text 2023 Hubbell, Roth & Clark, Inc. All Rights Reserved
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ADDITIONS
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REVISIONS
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AND/OR
AutoCAD SHX Text NOTICE: ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION, AND RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING. PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION ACTIVITIES.
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DATE
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PLAN INDEX
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COVER SHEET
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PROJECT NOTES
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DEMOLITION PLAN
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RESTORATION PLAN
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SOIL EROSION AND SEDIMENTATION CONTROL PLAN
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BUILDING DEMOLITION PLAN
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REFERENCE PHOTOS
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OCWRC-STANDARD DETAILS - SESC
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PREPARED UNDER SUPERVISION OF:
CONSTRUCTION ESTIMATES
WORK ITEM QTY
Mobilization 1 Maintaining Traffic 1 Soil Erosion and Sedimentation Control 1 Site Restoration 1
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: www.hrcengr.com
FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359
OAKLAND UNIVERSITY
ANNEX BUILDING
DEMOLITION
PROJECT
LOCATION
3/13/2024 ISSUED FOR BIDS
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%%UTRAFFIC CONTROL
AutoCAD SHX Text %%uUTILITIES%%U
AutoCAD SHX Text %%uGENERAL%%U
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%%UMISCELLANEOUS PAY ITEMS
AutoCAD SHX Text TRAFFIC WILL BE MAINTAINED DURING THE CONSTRUCTION IN ACCORDANCE WITH THE CONSTRUCTION PLANS, MMUTCD (LATEST ED), SPECIFICATION 02550 INCLUDED IN THE PLANS AND INCLUDED IN THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE NECESSARY SIGNS, BARRICADES AND LIGHTS THE CONTRACTOR SHALL PROVIDE NECESSARY SIGNS, BARRICADES AND LIGHTS LIGHTS TO PROTECT THE TRAFFIC AND THE WORK AS DIRECTED BY THE ENGINEER. ALL TRAFFIC CONTROL OPERATIONS SHALL BE COORDINATED WITH TERRY ROSS, OAKLAND UNIVERSITY POLICE DEPARTMENT 248-370-3339 (ROSS@OAKLAND.EDU) ALL TRAFFIC CONTROL DEVICES INCLUDING SIGNS, BARRICADES, VERTICAL PANELS, DRUMS, WARNING LIGHTS, ARROW BOARDS AND CHANGEABLE MESSAGE SIGNS SHALL MEET THE "ACCEPTABLE" REQUIREMENTS OF AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA), QUALITY STANDARD FOR WORK ZONE TRAFFIC CONTROL DEVICES - CURRENT EDITION". ALL TRAFFIC CONTROL DEVICES SHALL BE IN LIKE-NEW CONDITION. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE 2024 MMUTCD. ALL CONSTRUCTION SIGNING SHALL BE BLACK LETTERS ON FLORESCENT ORANGE BACKGROUND UNLESS SPECIFIED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ALL TRAFFIC CONTROL DEVICES WITHIN THE PROJECT LIMITS. ANY TRAFFIC CONTROL DEVICES DAMAGED DUE TO THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. AS DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ANY ADDITIONAL SIGNS, BARRICADES AND LIGHTS WITHIN THE PROJECT TO PROTECT THE TRAFFIC AND WORK AREA. THE CONTRACTOR SHALL PLACE A MINIMUM OF EIGHT (8) SANDBAGS ON CONTRACTOR FURNISHED TYPE III BARRICADES TO PREVENT MOVEMENT. ALL SIGNS PLACED IN CONJUNCTION WITH A TYPE III BARRICADE SHALL BE PLACED ON SEPARATE SUPPORTS IMMEDIATELY BEHIND AND ABOVE THE TYPE III BARRICADE. THESE SIGNS SHALL BE INSTALLED ON TEMPORARY SUPPORTS. THE CONTRACTOR SHALL PLACE A MINIMUM OF EIGHT (8) SANDBAGS ON THESE SIGNS TO PREVENT MOVEMENT.
AutoCAD SHX Text WATER REQUIRED FOR SOD, SEEDING, OR COMPACTION SHALL BE INCLUDED IN THE LUMP SUM COST FOR THE PROJECT. WATER REQUIRED FOR COMPACTION SHALL BE INCLUDED IN THE . WATER REQUIRED FOR COMPACTION SHALL BE INCLUDED IN THE COST OF CONSTRUCTION FOR THIS PROJECT. CONSTRUCTION FOR THIS PROJECT. ALL AREAS DISTURBED BY THE CONTRACTOR AND/OR HIS SUBCONTRACTOR BEYOND THE NORMAL CONSTRUCTION LIMITS OF THIS PROJECT SHALL BE SODDED OR SEEDED AS SPECIFIED OR DIRECTED BY THE ENGINEER. NO ADDITIONAL PAYMENT OR COMPENSATION WILL WILL BE ALLOWED FOR THIS ACTIVITY. SEED SHALL BE COVERED USING STRAW BLANKETS WITH WOOD STAKES AS NECESSARY, USE OF PLASTIC OR METAL STAKES WILL NOT BE PERMITTED. RESTORED SURFACES SHALL BE GRADED SO THAT SURFACE RUNOFF FROM ROADWAYS AND OTHER AREAS CAN DRAIN AS SHEET FLOW TO DITCHES OR DRAINAGE STRUCTURES. ANY CONCENTRATION OF FLOWS THAT CAUSE EROSION SHALL BE IMMEDIATELY REPAIRED AT NO ADDITIONAL EXPENSE. SPRINKLER SYSTEMS SHALL NOT BE COVERED WHEN PLACING TOPSOIL AND SEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING OR REPAIRING ANY SPRINKLER SYSTEMS, LANDSCAPED AREAS, OR DECORATIVE STONE FEATURES THAT ARE DAMAGED OR DISTURBED BY THE CONTRACTOR'S OPERATIONS. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S SPRINKLER REPAIR CONTRACTOR. SPRINKLER SYSTEMS SHALL BE REPAIRED WITHIN FIVE (5) DAYS. LANDSCAPE AND DECORATIVE STONE MATERIALS MAY BE SALVAGED AND RE-INSTALLED IF IN GOOD CONDITION, OR OTHERWISE REPLACED IN KIND. ALL SUCH COSTS SHALL BE INCLUDED IN THE LUMP SUM BID. ALL DISTURBED AREAS TO BE RESTORED WITHIN SEVEN (7) DAYS OF COMPLETION CONTRACTOR CONTRACTOR TO CHECK ON SEED GROWTH & SUPPLEMENT AS NEEDED. COSTS FOR RESEEDING ARE TO BE CONSIDERED INCIDENTAL TO THE LUMP SUM BID FOR THE TO BE CONSIDERED INCIDENTAL TO THE LUMP SUM BID FOR THE CONSIDERED INCIDENTAL TO THE LUMP SUM BID FOR THE PROJECT, AND WILL NOT BE PAID FOR SEPARATELY.
AutoCAD SHX Text ALL UTILITIES WITHIN ZONE OF INFLUENCE OF PROPOSED WORK ARE TO BE FIELD LOCATED AND HAND DUG INCLUDED IN THE UNIT BID PRICES FOR APPROPRIATE ITEMS. ALL GAS FACILITIES SHALL BE PROTECTED AND SUPPORTED PER MICHCON OR CONSUMER ENERGY STANDARDS. ALL EXPLORATORY WORK REQUIRED FOR LOCATING EXISTING UTILITIES SHALL BE CONSIDERED INCIDENTAL TO THE LUMP SUM BID FOR THE PROJECT, AND WILL NOT BE PAID FOR SEPARATELY. THE EXISTING UTILITIES LISTED HEREIN AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED FROM SURVEYS AND FROM UTILITY RECORD MAPS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBLITY TO SATISFY HIMSELF AS TO THEIR ACCURACY OR OF HIS RESPONSIBILITY IN CASE UTILITIES HAVE BEEN CONSTRUCTED, RELOCATED OR REMOVED. OWNERS OF O.U. UTILITIES WILL NOT BE REQUIRED TO MOVE POLES OR STRUCTURES. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK, AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. FOR LOCATION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL CONTACT GPRS @ 248-504-7247 TO HAVE UTILITIES LOCATED USING GPRS.
AutoCAD SHX Text THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE OWNERS STANDARD SPECIFICATIONS, DETAILS AND SPECIAL PROVISIONS AS CONTAINED HEREIN. COOPERATION BY THE CONTRACTOR: NO ADDITIONAL COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR REASONABLE DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS OR IN THE PROPOSAL OR FOR ANY REASONABLE DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING OF EXISTING UTILITIES THAT MAY MAY OR MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, VIBRATIONS, OR ANY OTHER RESTRICTIONS WHILE PERFORMING ANY CONSTRUCTION OPERATIONS WITHIN THIS CONTRACT, COSTS TO BE INCLUDED IN THE RESPECTIVE ITEM OF WORK. THE CONTRACTOR SHALL, BEFORE EACH DAYS WORK, OR WHEN MOVING TO A NEW AREA OF WORK, DETERMINE AND EVALUATE THE LOCATION OF ALL UNDERGROUND FACILITIES IN THE AREA. IF LOCATION STAKES HAVE BEEN MOVED OR DO NOT APPEAR CORRECT, THE THE CONTRACTOR SHALL NOT EXCAVATE UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY TO TO CHECK OR RESTAKE THEIR LOCATIONS. ANY DELAYS INCURRED, DUE TO THE CHECKING OR OR RESTAKING OF UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION. THERE WILL BE NO ADJUSTMENT IN THE CONTRACT UNIT PRICE REGARDLESS OF THE PERCENTAGE OF INCREASE OR DECREASE ABOVE OR BELOW THE CONTRACT QUANTITY FOR ANY ITEM OF WORK. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE DATA. OAKLAND UNIVERSITY AND HUBBELL, ROTH AND CLARK, INC. WILL NOT BE HELD RESPONSIBLE FOR ANY OMISSION OR VARIATIONS FROM THE LOCATIONS SHOWN.
AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY BEYOND THE AGREED UPON WORK SPACES, INCLUDING EXISTING FENCING, LAWN, TREES AND SHRUBBERY. SAWING FOR PAVEMENT AND CURB REMOVAL REQUIRED IN THE CONSTRUCTION OF THE PROJECT WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THE LUMP SUM BID FOR THE PROJECT, AND WILL NOT BE PAID FOR SEPARATELY. ALL TREES AND SHRUBS REQUIRED TO BE TRIMMED/PRUNED SHALL BE DONE IN A MANNER TO MAINTAIN NATURAL APPEARANCE. ALL TREES INDICATED TO BE PROTECTED ON THE PLANS OR AS DIRECTED BY THE PROJECT OR AS DIRECTED BY THE PROJECT ENGINEER SHALL HAVE TEMP. PROTECTIVE MEASURES INSTALLED PER STANDARD INSTALLED PER STANDARD SPECIFICATIONS. CONTRACTOR RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING TRAFFIC SIGNS DAMAGED BY HIS HIS OPERATION DURING CONSTRUCTION. SIGNS TO BE IN ACCORDANCE WITH MMUTCD (CURRENT ED.)
AutoCAD SHX Text THIS CONTRACT IS BEING BID AS LUMP SUM. ALL QUANTITIES SHOWN ARE BEING PROVIDED AS REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES.
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%%UCONSTRUCTION QUANTITIES
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GALLOWAY CREEK
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LONEDALE
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SQUIRREL ROAD
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LIBRARY
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VARNER
AutoCAD SHX Text 2023 Hubbell, Roth & Clark, Inc. All Rights Reserved
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AutoCAD SHX Text V:\202308\20230892\C\Sheets\20230892_notes.dwg
AutoCAD SHX Text Melasi, Nathan
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3/13/2024 10:26 AM
AutoCAD SHX Text HRC_OLW.ctb
AutoCAD SHX Text 20230892
AutoCAD SHX Text March 2024
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ORIGINAL PLOT SIZE: ARCH D (24.00 X 36.00 INCHES)
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PIONEER
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PROJECT NOTES
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RJK
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NTM
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PLAN LEGEND:
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EXISTING CONTOURS
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PROPOSED CONTOURS
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PROPOSED REMOVALS
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PROPOSED CONSTRUCTION FENCING
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SIDEWALK CLOSED SIGN
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EXISTING WATER MAIN
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EXISTING WATER VALVE
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EXISTING STORM SEWER
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EXISTING SANITARY SEWER
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EXISTING CATCH BASIN
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EXISTING STORM MANHOLE
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EXISTING GAS MAIN
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SILT FENCE
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LIMITS OF DISTURBANCE
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INLET FILTER
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CONSTRUCTION ACCESS ROUTE
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TREE PROTECTION FENCING
AutoCAD SHX Text THE FOLLOWING ITEMS OF WORK WILL NOT BE PAID FOR SEPARATELY AND ARE NOT BE PAID FOR SEPARATELY AND ARE BE PAID FOR SEPARATELY AND ARE INCLUDED IN OTHER ITEMS OF WORK AND SHALL BE DONE AS REQUIRED BY THE ENGINEER. - SWEEPING PAVEMENT - PAVT, CLEANING - SAWING FOR PAVEMENT AND CURB REMOVAL
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TREE PROTECTION DETAIL
AutoCAD SHX Text NOTES: 1. EXISTING TREES IN THE R.O.W. MUST BE PROTECTED WITH A CONSTRUCTED FENCE SURROUNDING THE TREE IN TWO EXISTING TREES IN THE R.O.W. MUST BE PROTECTED WITH A CONSTRUCTED FENCE SURROUNDING THE TREE IN TWO LAYERS. A MINIMUM OF 4 STAKES MUST BE USED TO ANCHOR THE FENCE. THE FENCE WILL BE NO LESS THAN FIVE (5) BE USED TO ANCHOR THE FENCE. THE FENCE WILL BE NO LESS THAN FIVE (5) SQUARE FEET AROUND THE TREE OR TO THE EDGE OF THE GREENBELT.
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4' PROPERTY PROTECTION FENCE
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FENCE AT TREE DRIP LINE
AutoCAD SHX Text STEEL POSTS EVERY 10' 5/8"x 6'-8" RE-ROD OR EQUAL. INSTALL POSTS 2' IN GROUND.
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PROPOSED SIDEWALK OR CURB EDGE
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5' SQUARE MIN INNER LAYER OF FENCE
FENCE ALTERNATE LOCATION WHERE PROPOSED SIDEWALK OR CURB ENCROACHES ON THE TREE DRIP LINE, FENCE TO BE SET BACK TO THE EDGE OF THE GREENBELT.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: www.hrcengr.com
FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359
OAKLAND UNIVERSITY
ANNEX BUILDING
DEMOLITION
PROJECT
LOCATION
3/13/2024 ISSUED FOR BIDS
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CALL MISS DIG
72 HOURS
(3 WORKING DAYS)
BEFORE YOU DIG
1-800-482-7171 or 811
(TOLL FREE)
NOTICE:
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY
HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD
MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR
SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR
ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.
PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY
DEMOLITION PLAN
1" = 10'
201050
CONSTRUCTION NOTES:
1. CONTRACTOR TO MANAGE PEDESTRIAN TRAFFIC AROUND DEMOLITION AREA AND COORDINATE ANY SIDEWALK AND
PARKING LOT CLOSURES WITH UNIVERSITY STAFF.
2. CONTRACTOR SHALL PROVIDE 'SIDEWALK CLOSED' SIGNS AND BARRICADES AS REQUIRED.
3. CONTRACTOR SHALL NOT LEAVE AN OPEN HOLE WHEN NOT WORKING. EXCAVATED AREA TO BE COVERED AND
FENCED OFF DURING NON-CONSTRUCTION HOURS.
4. CONTRACTOR SHALL PROTECT EXISTING SIDEWALKS DURING CONSTRUCTION ACTIVITIES. ANY DAMAGE TO EXISTING
SIDEWALKS SHALL BE REPAIRED AT NO ADDITIONAL EXPENSE TO THE OWNER.
5. CONTRACTOR SHALL PROTECT ALL TREES DURING CONSTRUCTION ACTIVITIES. NO TREES MAY BE REMOVED
WITHOUT PRIOR CONSENT FROM THE OWNER.
6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING HMA PARKING LOT IN THE STAGING AREA. ANY DAMAGE TO THE PARKING LOT SHALL BE REPAIRED AT NO ADDITIONAL EXPENSE TO THE OWNER.
7. CONTRACTOR SHALL MAINTAIN PLYWOOD PLATFORMS FOR DUMPSTER USED THROUGHOUT THE DEMOLITION AND
RESTORATION OF THE SITE.
BENCHMARK
BM. # DESCRIPTION ELEV.
352 TOP L/POLE BASE EAST SIDE
MEADOW BROOK RD 935.56
353 IN CONC. WALK NORTH CORNER OF
ENTRANCE TO BELGIAN BARN 925.77R11-2
(MOUNTED BEHIND TYPE III BARRICADE
LIGHTED ON SEPARATE SUPPORT)
SIDEWALK
CLOSED
SIDEWALK
CLOSED
R9-9
EXISTING ANNEX BUILDING TO
BE DEMOLISHED - SEE SHEET
D-1 BUILDING DEMOLITION PLAN.
CONSTRUCTION
FENCING LIMITS
REMOVE EXISTING
CONC. PATH
- 44 Syd
REMOVE EXISTING
CONC. PATH
- 33 Syd
CONTRACTOR SHALL
PROTECT EXISTING
SIDEWALK DESIGNATED
TO REMAIN
TYPE III
TYPE III
NOTE: ONE WAY
TRAFFIC ONLY
COLLEGE OF ARTS AND SCIENCES ANNEX BUILDING
170 MEADOW BROOK RD.
CONSTRUCTION
ACCESS PATH
REMOVE EXISTING AND
FOUNDATIONS SIGN
CONSTRUCTION
STAGING AREA
TREE PROTECTION
FENCING
CONTRACTOR SHALL SAW CUT
SIDEWALK AT LIMITS OF REMOVALS
AND LEAVE A CLEAN EDGE.
CONSTRUCTION STAGING
AREA ENTRANCE GATE
EXISTING DETACHED BUILDING TO BE
DEMOLISHED - SEE SHEET D-1 BUILDING
DEMOLITION PLAN.
THE CONTRACTOR SHALL PROTECT
THE EXISTING STONE WALL DURING
CONSTRUCTION.
6' PANEL FENCING WITH STANDS.
PAVEMENT PENETRATION PROHIBITED.
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GALLOWAY CREEK
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LONEDALE
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SQUIRREL ROAD
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AutoCAD SHX Text
LIBRARY
AutoCAD SHX Text
VARNER
AutoCAD SHX Text 2023 Hubbell, Roth & Clark, Inc. All Rights Reserved
AutoCAD SHX Text C
AutoCAD SHX Text V:\202308\20230892\C\Sheets\20230892_site.dwg
AutoCAD SHX Text Melasi, Nathan
AutoCAD SHX Text
3/13/2024 10:26 AM
AutoCAD SHX Text HRC_OLW.ctb
AutoCAD SHX Text 20230892
AutoCAD SHX Text March 2024
AutoCAD SHX Text
ORIGINAL PLOT SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)
AutoCAD SHX Text
PIONEER
AutoCAD SHX Text R
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text C-2
AutoCAD SHX Text
NTM
AutoCAD SHX Text
RJK
AutoCAD SHX Text
JFB
AutoCAD SHX Text
EXISTING CONC PATH
AutoCAD SHX Text
AutoCAD SHX Text
TYPE III BARRICADE
AutoCAD SHX Text
MEADOW BROOK RD.
AutoCAD SHX Text
PARKING LOT 38
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CAUTION OVERHEAD LINES
CAUTION HAZARDOUS OR FLAMMABLE MATERIAL
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: www.hrcengr.com
FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359
OAKLAND UNIVERSITY
ANNEX BUILDING
DEMOLITION
PROJECT
LOCATION
3/13/2024 ISSUED FOR BIDS
Know what's below.
before you dig.Call
CALL811.COM
CALL MISS DIG
72 HOURS
(3 WORKING DAYS)
BEFORE YOU DIG
1-800-482-7171 or 811
(TOLL FREE)
NOTICE:
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY
HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD
MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR
SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR
ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.
PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY
RESTORATION PLAN
1" = 10'
201050
CONSTRUCTION NOTES:
1. CONTRACTOR TO MANAGE PEDESTRIAN TRAFFIC AROUND DEMOLITION AREA AND COORDINATE ANY SIDEWALK AND PARKING LOT
CLOSURES WITH UNIVERSITY STAFF.
2. CONTRACTOR SHALL PROVIDE 'SIDEWALK CLOSED' SIGNS AND BARRICADES AS REQUIRED.
3. CONTRACTOR SHALL NOT LEAVE AN OPEN HOLE WHEN NOT WORKING. EXCAVATED AREA TO BE COVERED AND FENCED OFF DURING
NON-CONSTRUCTION HOURS.
4. CONTRACTOR SHALL PROTECT EXISTING SIDEWALKS DURING CONSTRUCTION ACTIVITIES. ANY DAMAGE TO EXISTING SIDEWALKS
SHALL BE REPAIRED AT NO ADDITIONAL EXPENSE TO THE OWNER.
5. CONTRACTOR SHALL PROTECT ALL TREES DURING CONSTRUCTION ACTIVITIES. NO TREES MAY BE REMOVED WITHOUT PRIOR
CONSENT FROM THE OWNER.
6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING HMA PARKING LOT IN THE STAGING AREA. ANY DAMAGE TO THE
PARKING LOT SHALL BE REPAIRED AT NO ADDITIONAL EXPENSE TO THE OWNER.
THE CONTRACTOR SHALL PROTECT
THE EXISTING STONE WALL DURING
CONSTRUCTION.
AutoCAD SHX Text
GALLOWAY CREEK
AutoCAD SHX Text
LONEDALE
AutoCAD SHX Text
SQUIRREL ROAD
AutoCAD SHX Text S
AutoCAD SHX Text E
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AutoCAD SHX Text
LIBRARY
AutoCAD SHX Text
VARNER
AutoCAD SHX Text 2023 Hubbell, Roth & Clark, Inc. All Rights Reserved
AutoCAD SHX Text C
AutoCAD SHX Text V:\202308\20230892\C\Sheets\20230892_site.dwg
AutoCAD SHX Text Melasi, Nathan
AutoCAD SHX Text
3/13/2024 10:26 AM
AutoCAD SHX Text HRC_OLW.ctb
AutoCAD SHX Text 20230892
AutoCAD SHX Text March 2024
AutoCAD SHX Text
ORIGINAL PLOT SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)
AutoCAD SHX Text
PIONEER
AutoCAD SHX Text R
AutoCAD SHX Text
RESTORATION PLAN
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text C-3
AutoCAD SHX Text
JFB
AutoCAD SHX Text
NTM
AutoCAD SHX Text
RJK
AutoCAD SHX Text
JFB
AutoCAD SHX Text
EXISTING CONC PATH
AutoCAD SHX Text
PARKING LOT 38
AutoCAD SHX Text
CAUTION OVERHEAD LINES
AutoCAD SHX Text
CAUTION HAZARDOUS OR FLAMMABLE MATERIAL
MEADOW BROOK RD.
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: www.hrcengr.com
FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359
OAKLAND UNIVERSITY
ANNEX BUILDING
DEMOLITION
PROJECT
LOCATION
3/13/2024 ISSUED FOR BIDS
Know what's below.
before you dig.Call
CALL811.COM
CALL MISS DIG
72 HOURS
(3 WORKING DAYS)
BEFORE YOU DIG
1-800-482-7171 or 811
(TOLL FREE)
NOTICE:
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY
HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD
MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR
SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR
ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.
PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY
SESC PLAN
1" = 20'
40201050
SOILS MAP
NOT TO SCALE
NOTE: SOIL SURVEY DATA PER USDA NATIONAL
RESOURCES CONSERVATION SURVEY
PROJECT SITE
SEQUENCE OF CONSTRUCTION
1. INSTALL SOIL EROSION CONTROL MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. DEMOLISH ANNEX BUILDING AND AUXILARY STRUCTURE.
3. REGRADE SITE.
4. COMPLETE SITE RESTORATION AND FULLY STABILIZE DISTURBED AREA.
5. REMOVE ALL TEMPORARY SESC MEASURES AFTER ESTABLISHMENT OF GRASS.
EROSION CONTROL STANDARD NOTES
1. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE CURRENT EDITION OF THE OAKLAND COUNTY WATER RESOURCES COMMISSIONER SOIL EROSION CONTROL MANUAL AND STANDARD DETAIL SHEET.
2. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF EROSION AND SEDIMENTATION CONTROL MEASURES. THE SOIL EROSION CONTROLS WILL BE MAINTAINED WEEKLY AND AFTER EVERY STORM EVENT
BY THE CONTRACTOR.
3. EROSION AND SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED WITHIN THE WORK AREA AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND
MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES, PONDS AND WETLANDS.
4. THE CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS DIRECTED ON THESE PLANS AND WHERE OTHERWISE REQUIRED BY WORK. THE CONTRACTOR SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION OF SLOPE, DITCHES AND OTHER CHANGES HAVE BEEN
ACCOMPLISHED.
5. THE CONTRACTOR SHALL PRESERVE OFF-SITE NATURAL VEGETATION AS MUCH AS POSSIBLE.
6. STABILIZATION OF ALL DISTURBED AREAS SHALL BE ESTABLISHED USING THE APPROPRIATE VEGETATION WITHIN FIVE
(5) DAYS OF COMPLETION OF FINAL GRADING.
7. THE CONTRACTOR SHALL SWEEP THE EXISTING STREETS, ROADS, AND PARKING LOTS SURROUNDING THE PROJECT
SITE AS NEEDED.
8. CONTRACTOR SHALL CLEAN SILT SACK SEDIMENT FILTERS AFTER EACH SIGNIFICANT RAINFALL EVENT OR EVERY TWO
(2) WEEKS WHICHEVER IS MORE FREQUENT.
9. ALL SOIL EROSION CONTROL MEASURES AS SHOWN ON THESE PLANS OR AS NEEDED TO COMPLETE THIS PROJECT SHALL BE INCLUDED AS PART OF THE LUMP SUM BID FOR THE PROJECT. ADDITIONAL SILT FENCE AND/OR OTHER SOIL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PROJECT ENGINEER WHERE GRADES DICTATE AND A MINIMUM 25' VEGETATIVE BUFFER DOES NOT EXIST. ANY ADDITIONAL SILT FENCE TO BE INCLUDED IN THE LUMP SUM
BID.
10. SILT FENCE TO BE PLACED AROUND SPOILS PILES AND WITHIN STAGING AREAS WILL NOT BE PAID FOR SEPARATELY
BUT ARE CONSIDERED INCIDENTAL TO THE PROJECT.
SESC QUANTITIES THIS SHEET
(FOR INFORMATIONAL PURPOSES ONLY)
DESCRIPTION UNIT QTY
EROSION CONTROL, SILT FENCE Lft 208
EROSION CONTROL, INLET FILTER Ea 1
CONSTRUCTION ACCESS ROUTE Ea 1
PROPOSED SOIL EROSION,
SILT FENCE
EXISTING ANNEX BUILDING
TO BE DEMOLISHED
NEAREST WATER COURSE:
+/- 166 Ft TO GALLOWAY CREEK.
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GALLOWAY CREEK
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LONEDALE
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SQUIRREL ROAD
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LIBRARY
AutoCAD SHX Text
VARNER
AutoCAD SHX Text 2023 Hubbell, Roth & Clark, Inc. All Rights Reserved
AutoCAD SHX Text C
AutoCAD SHX Text V:\202308\20230892\C\Sheets\20230892_sesc.dwg
AutoCAD SHX Text Melasi, Nathan
AutoCAD SHX Text
3/13/2024 10:26 AM
AutoCAD SHX Text HRC_OLW.ctb
AutoCAD SHX Text 20230892
AutoCAD SHX Text February 2024
AutoCAD SHX Text
ORIGINAL PLOT SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)
AutoCAD SHX Text
PIONEER
AutoCAD SHX Text R
AutoCAD SHX Text
SOIL EROSION AND
AutoCAD SHX Text
SEDIMENTATION PLAN
AutoCAD SHX Text 1" = 20
AutoCAD SHX Text C-4
AutoCAD SHX Text
JVB
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NTM
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RJK
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JFB
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EXISTING CONC PATH
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PLAN LEGEND:
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SILT FENCE
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LIMITS OF DISTURBANCE
AutoCAD SHX Text
INLET FILTER
AutoCAD SHX Text
CONSTRUCTION ACCESS ROUTE
MEADOW BROOK RD.
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: www.hrcengr.com
FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359
OAKLAND UNIVERSITY
ANNEX BUILDING
DEMOLITION
PROJECT
LOCATION
3/13/2024 ISSUED FOR BIDS
NOTES:
1. DEMOLITION CONTRACTOR SHALL FIELD LOCATE ALL
EXISTING UTILITY STUBS TO THE BUILDING AND
COORDINATE TERMINATIONS OF LINES AT EDGE OF
PROJECT AREA WITH OWNER. ALL UTILITY LINES SHALL
BE REMOVED BY THE CONTRACTOR IN THEIR ENTIRETY
WITHIN THE LIMITS OF DEMOLITION AREA AFTER THE
LEADS HAVE BEEN CAPPED.
2. DEMOLITION CONTRACTOR SHALL SUBMIT TO ENGINEER
A PLAN SHOWING A 6'-0" CHAIN LINK PERIMETER FENCE
AT DEMOLITION LIMITS AND A SILT FENCE FOR SOIL
EROSION AND SEDIMENTATION CONTROL.
3. ALL EXISTING REMAINING BUILDINGS AND SITE
COMPONENTS IN THE VICINITY ARE TO BE PROTECTED
FROM DAMAGE.
4. ALL UTILITY INFORMATION IS BASED ON REFERENCE
DRAWINGS AND MUST BE FIELD VERIFIED PRIOR TO THE
START OF DEMOLITION ACTIVITIES.
5. CONTRACTOR IS TO PROVIDE TEMPORARY POWER AS
REQUIRED.
6. LEAD BASED PAINT IS ASSUMED TO BE PRESENT AT THE
BUILDING - IF MATERIALS WITH LEAD-BASED PAINT ON
THEM ARE ABRADED OR CUT AS PART OF THE
DEMOLITION PROCESS, THESE MATERIALS ARE TO BE
HANDLED AND DISPOSED OF IN ACCORDANCE WITH ALL
STATE AND FEDERAL GUIDELINES.
7. REFER TO HAZARDOUS MATERIAL TESTING REPORT FOR
LOCATIONS OF ASBESTOS CONTAINING MATERIALS.
8. ALL WORKERS MUST HAVE MIOSHA ASBESTOS & LEAD IN
CONSTRUCTION TRAINING PRIOR TO STARTING WORK.
SCALE: 1/4" = 1'-0"
DEMOLITION PLAN - ANNEX BUILDING
N
LIMITS OF BUILDING DEMOLITION -
REMOVE BUILDING IN ITS ENTIRETY,
INCLUDING ANY BELOW GRADE
FOUNDATIONS AND UTILITIES
N. T. S.
ANNEX BUILDING CROSS-SECTION
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GALLOWAY CREEK
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LONEDALE
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SQUIRREL ROAD
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LIBRARY
AutoCAD SHX Text
VARNER
AutoCAD SHX Text 2023 Hubbell, Roth & Clark, Inc. All Rights Reserved
AutoCAD SHX Text C
AutoCAD SHX Text V:\202308\20230892\A\Sheets\D01_Plot.dwg
AutoCAD SHX Text Melasi, Nathan
AutoCAD SHX Text
3/13/2024 10:27 AM
AutoCAD SHX Text HRC_OLW.ctb
AutoCAD SHX Text 20230892
AutoCAD SHX Text February 2024
AutoCAD SHX Text
ORIGINAL PLOT SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)
AutoCAD SHX Text
PIONEER
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
DEMOLITION PLAN
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AS NOTED
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AutoCAD SHX Text
JVB
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NTM
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RJK
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JFB
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LEGEND
LIMITS OF BUILDING DEMOLITION
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: www.hrcengr.com
FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359
OAKLAND UNIVERSITY
ANNEX BUILDING
DEMOLITION
PROJECT
LOCATION
3/13/2024 ISSUED FOR BIDS
ALL BUILDING COMPONENTS TO BE
REMOVED IN THEIR ENTIRETY (TYP.)
REMOVE DEBRIS, WELL AND,
SUBGRADE STRUCTURE (TYP.) ALL EQUIPMENT TO BE
REMOVED AND UTILITIES
CAPPED AND TAGGED (TYP.)
REMOVE ACCESS HATCH,
STAIR, DEBRIS, CABLING,
AND BELOW GRADE
CONSTRUCTION (TYP.)
ALL BUILDING
COMPONENTS TO BE
REMOVED IN THEIR
ENTIRETY (TYP.)
ALL BUILDING
COMPONENTS
(INCLUDING
FURNISHINGS) TO BE
REMOVED IN THEIR
ENTIRETY (TYP.)
REMOVE DEBRIS
AND SUBGRADE
STRUCTURE (TYP.)
ALL BUILDING
COMPONENTS TO BE
REMOVED IN THEIR
ENTIRETY (TYP.)
AutoCAD SHX Text
GALLOWAY CREEK
AutoCAD SHX Text
LONEDALE
AutoCAD SHX Text
SQUIRREL ROAD
AutoCAD SHX Text S
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LIBRARY
AutoCAD SHX Text
VARNER
AutoCAD SHX Text 2023 Hubbell, Roth & Clark, Inc. All Rights Reserved
AutoCAD SHX Text C
AutoCAD SHX Text V:\202308\20230892\A\Sheets\D02_Plot.dwg
AutoCAD SHX Text Melasi, Nathan
AutoCAD SHX Text
3/13/2024 10:27 AM
AutoCAD SHX Text HRC_OLW.ctb
AutoCAD SHX Text 20230892
AutoCAD SHX Text February 2024
AutoCAD SHX Text
ORIGINAL PLOT SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)
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PIONEER
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REFERENCE PHOTOS
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AS NOTED
AutoCAD SHX Text D-2
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JVB
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NTM
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RJK
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JFB
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PHOTO NO. 01
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PHOTO NO. 07
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PHOTO NO. 02
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| Sheets and Views |
| COVER SHEET |
| C-1 PROJECT NOTES |
| C-2 DEMOLITION PLAN |
| C-3 RESTORATION PLAN |
| C-4 SOIL EROSION AND SEDIMENTATION CONTROL PLAN |
| D-1 BUILDING DEMOLITION PLAN |
| D-2 REFERENCE PHOTOS |
File details come from the government source that posted it. Updated .