20250220_Issued_for_Bids.pdf
PDF 7 MB Posted
- Solicitation number
- 15-24(M)
- Issued by
- Oakland County, Blissfield Village, Michigan
About this file
This document is a detailed bid package for the City of Birmingham's 2025-2029 Quarton Lake Maintenance Dredging project, prepared by Hubbell, Roth & Clark, Inc. (HRC). The project involves hydraulic dredging and dewatering of approximately 380 cubic yards, with disposal of approximately 190 cubic yards of accumulated sediment from Quarton Lake annually over five years. The work includes soil erosion control measures such as turbidity curtains, catch basin inserts, silt fence, and straw blankets, along with site restoration. Bidding documents will be available electronically through the Michigan Inter-governmental Trade Network (MITN) starting February 20, 2025, with an optional pre-bid meeting scheduled for March 4, 2024, at the northeast corner of Oak Avenue and Lake Park Drive. All questions are due by 10:00 am on March 6, 2025, and sealed proposals will be received until 2:00 p.m. on March 20, 2025.
The bid requires a certified check or bid bond of 5% of the base bid to accompany each proposal. The City of Birmingham reserves the right to reject any and all bid proposals, waive irregularities, and select the most favorable proposal. The successful bidder will be required to post bonds and comply with city charter contract requirements. Bids will remain firm for 60 days after opening. The procurement process aims to provide fair opportunity for all businesses without sacrificing quality, with the ultimate goal of selecting the most advantageous proposal for the City of Birmingham.
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Other files
| File | Type | Posted |
|---|---|---|
| 20250310_Addendum_No_1_Compiled.pdf | ||
| 20250217_Full_Specs_Issued_For_Bids.pdf |
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BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrc-engr.com
555 HULET DRIVE
MICHIGAN
OAKLAND COUNTY,
Know what'sbelow.
before you dig.Call
(TOLL FREE)
811or
1-800-482-7171
BEFORE YOU DIG
(3 WORKING DAYS)
72 HOURS
CALL MISS DIG
CALL811.COM
R
DATE ADDITIONS AND/OR REVISIONS
COMPLETENESS PRIOR TO CONSTRUCTION.
THIS INFORMATION SHALL FIELD VERIFY THE ACCURACY AND
OF THE UTILITIES SHOWN ON THIS DRAWING. PARTIES UTILIZING
SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR ACCURACY
MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE, OR
HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND RECORD
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY
NOTICE:
DIRECTOR OF PUBLIC SERVICES
CITY ENGINEER
CITY MANAGER
CITY COMMISSIONER
CITY COMMISSIONER
CITY COMMISSIONER
CITY COMMISSIONER
CITY COMMISSIONER
MAYOR PRO-TEM
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CITY OF BIRMINGHAM
CITY OF BIRMINGHAM
ENGINEERING DEPARTMENT
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QUARTON
LOCATION
PROJECT
2025 - 2029 QUARTON LAKE MAINTENANCE DREDGING
PERMITS
PLAN SHEET INDEX SHEET No.
04-02-2024
CITY CONTRACT No. 15-24(M)
04-08-2024 EGLE PERMIT
04-12-2024 OWNER REVIEW
SITE VISIT
CITY OF BIRMINGHAM, SESC
EGLE
04-18-2024 REVISED PER COMMENTS
WRC SOIL EROSION AND SEDIMENTATION CONTROL DETAILS 1 of 1
STAGING AREA CONSTRUCTION PLANS - REFERENCE ONLY
758.840
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BM #3
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BM #2
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BM #8
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BM #12
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BM #33
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BM #15
771.656
BM #30
770.356
BM #9
782.646
BM #10
768.996
BM #4
776.358
BM #18
763.883
BM #25
745.814
BM #24
743.389
BM #26
781.530
BM #1
783.350
BM #29
778.576
BM #5
710.640
BM #31
CITY OF BIRMINGHAM BENCH MARKS
VERTICAL DATUM INFORMATION.
SEE SHEET 01 FOR BENCHMARK DESCRIPTION AND
ALL BENCH MARKS ARE DESIGNATED AS SUCH: ( BM )
NOTE:
PROJECT DETAILS
DREDGING PLAN & SECTIONS
PROJECT PLAN
PROJECT NOTES
COVER
08-01-2024 EGLE REQUIREMENTS
04 - 05
02-20-2025 ISSUED FOR BIDS
C 2025 Hubbell, Roth & Clark, Inc. All Rights Reserved
C
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R C J
O B N o
SCOTT D. ZIELINSKI, P.E.
MELISSA COATTA, P.E.
JANA ECKER
KATIE SCHAFER
ANTHONY LONG
BRAD HOST
ANDREW HAIG
JASON EMERINE
CLINTON BALLER
THERESE LONGE
PENDING
WRP043424 v.1
C 2024 Hubbell, Roth & Clark, Inc. All Rights Reserved
H R
C .t b l jr e c
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S h e e t s c c o v e r .d g n
:1
T T
ALERT SYSTEM.
RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE PART OF THE 'MISS DIG'
WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE
TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL 'MISS DIG' PARTICIPATING
A MINIMUM OF 3 WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS, PRIOR
FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL DIAL 800-482-7171
UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.
WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE
THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING
STRUCTURES THAT ARE NOT SPECIFICALLY INDICATED AS SUCH ON THE PLANS.
OWNERS OF PUBLIC UTILITIES WILL NOT BE REQUIRED TO MOVE ADDITIONAL POLES AND
UTILITIES HAVE BEEN CONSTRUCTED, RELOCATED OR REMOVED.
TO SATISFY HIMSELF AS TO THEIR ACCURACY OR OF HIS RESPONSIBILITY IN CASE
MAPS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY
BEST INFORMATION AVAILABLE AS OBTAINED FROM SURVEYS AND FROM UTILITY RECORD
THE EXISTING UTILITIES LISTED HEREIN AND SHOWN ON THESE PLANS REPRESENT THE
FOR SEPARATELY BUT SHALL BE INCLUDED IN THE CONSTRUCTION OF THE PROJECT.
ALL EXPLORATORY WORK REQUIRED FOR LOCATING EXISTING UTILITIES SHALL NOT BE PAID
PROXIMITY TO THE PROPOSED CONSTRUCTION ONLY AS DIRECTED BY THE ENGINEER.
CONCRETE, GRADE S3, SHALL BE USED TO ENCASE UTILITIES THAT ARE IN CLOSE
RESPECTIVE AGENCIES.
HOURS NOTICE MUST BE GIVEN IN ORDER TO INSURE PROPER INSPECTION BY THE
PRIOR TO WORK ON FACILITIES BELONGING TO THE ABOVE AGENCIES, A MINIMUM OF 72
ENERGY STANDARDS AS APPLICABLE.
ALL GAS FACILITIES SHALL BE PROTECTED AND SUPPORTED PER MICHCON OR CONSUMER
LOCATED AND HAND DUG. ALL COSTS TO BE INCLUDED IN THE COST OF THE PROJECT.
ALL UTILITIES WITHIN THE ZONE OF INFLUENCE OF PROPOSED WORK ARE TO BE FIELD
SUGGESTED SEQUENCE OF OPERATIONS:
ACCORDANCE WITH THIS CONTRACT. PHONE (800)-482-7171.
NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE PERFORMED IN
SHOWN. PURSUANT TO ACT 53 OF THE PA OF 1974 AS A CONDITION OF THIS CONTRACT,
WILL NOT BE HELD RESPONSIBLE FOR ANY OMISSION OR VARIATIONS FROM THE LOCATIONS
BEST AVAILABLE DATA. THE CITY OF BIRMINGHAM AND HUBBELL, ROTH & CLARK, INC.
THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE
EXPENSE WHETHER SHOWN OR NOT.
THAT, WHERE NECESSARY, MONUMENT BOXES BE PLACED OR ADJUSTED AT THE CONTRACTOR'S
IT IS THE INTENT THAT ALL GOVERNMENT CORNERS ON THIS PROJECT BE PRESERVED AND
ANY ITEM OF WORK.
PERCENTAGE OF INCREASE OR DECREASE, ABOVE OR BELOW THE CONTRACT QUANTITY FOR
THERE WILL BE NO ADJUSTMENT IN THE CONTRACT UNIT PRICE REGARDLESS OF THE
RESTAKING OF UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION.
CHECK OR RESTAKE THEIR LOCATIONS. ANY DELAYS INCURRED DUE TO THE CHECKING OR
CONTRACTOR SHALL NOT EXCAVATE UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY TO
THE AREA. IF LOCATION STAKES HAVE BEEN MOVED OR DO NOT APPEAR CORRECT, THE
WORK, DETERMINE AND EVALUATE THE LOCATION OF ALL UNDERGROUND FACILITIES IN
THE CONTRACTOR SHALL, BEFORE EACH DAYS WORK OR WHEN MOVING TO A NEW AREA OF
TEMPORARY TRAFFIC CONTROL MEASURES.
POST OFFICE AND THE CITY 24 HOURS IN ADVANCE OF PROPOSED ROAD CLOSURES OR
THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE LOCAL FIRE & POLICE DEPARTMENTS,
COSTS TO BE INCLUDED IN THE RESPECTIVE ITEM OF WORK.
RESTRICTIONS WHILE PERFORMING ANY CONSTRUCTION OPERATIONS WITHIN THIS CONTRACT.
ALL FEDERAL, STATE AND LOCAL CODES FOR NOISE LEVELS, VIBRATIONS OR ANY OTHER
THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER TO COMPLY WITH
BY THE CITY BUT ONLY WITH WRITTEN CONSENT.
THE PROJECT WITHOUT PRIOR CITY CONSENT. WORK MAY BE ALLOWED WHEN REQUESTED
SHALL NOT PERFORM WORK BY PRIVATE AGREEMENT WITH PROPERTY OWNERS ADJACENT TO
LIMITATIONS ON PRIVATE WORK: DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR
MAY OR MAY NOT BE SHOWN ON THE PLANS.
DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING OF EXISTING UTILITIES THAT
INDICATED OR SHOWN ON THE PLANS OR IN THE PROPOSAL OR FOR ANY REASONABLE
REASONABLE DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK
THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR
COOPERATION BY THE CONTRACTOR: NO ADDITIONAL COMPENSATION WILL BE PAID TO
SPECIFICATIONS CONTAINED HEREIN.
BIRMINGHAM STANDARD SPECIFICATIONS, DETAILS OR SPECIAL PROVISIONS AND THE
SPECIFICATIONS FOR CONSTRUCTION UNLESS OTHERWISE SPECIFIED IN THE CITY OF
THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MDOT 2020 STANDARD
GENERAL:
NO SCALE
PROJECT NOTES
ALL GRAVEL ACCESS DRIVES TO BE 2"- 3" CRUSHED CONCRETE.
ALL UTILITY CROSSINGS TO HAVE A MINIMUM OF 18 INCHES VERTICAL CLEARANCE (TYPICAL).
PAY ITEMS.
AND ALL COSTS ASSOCIATED SHALL BE INCLUDED IN THE UNIT BID PRICES FOR THE OTHER
ANY DEWATERING NECESSARY TO CONSTRUCT THIS PROJECT SHALL BE CONSIDERED INCIDENTAL
GEOTECHNICAL FIRM IF PROVIDED IN THE SPECIFICATIONS.
CONTRACTOR IS TO REVIEW SOIL BORING DATA AND RECOMMENDATIONS AS PREPARED BY THE
IN AREA.
CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES WITH OTHER CONTRACTORS WORKING
BIRMINGHAM OR PROJECT ENGINEER PRIOR TO THE START OF CONSTRUCTION.
ACCESS TO AREAS OUTSIDE OF PROJECT LIMITS TO BE APPROVED BY THE CITY OF
LATEST EDITION OF MMUTCD.
BY HIS OPERATIONS DURING CONSTRUCTION. SIGNS TO BE IN ACCORDANCE WITH THE
CONTRACTOR RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING TRAFFIC SIGNS DAMAGED
INSTALLED PER STANDARD SPECIFICATIONS.
OR AS DIRECTED BY THE PROJECT ENGINEER SHALL HAVE TEMPORARY PROTECTIVE MEASURES
MAINTAIN NATURAL APPEARANCE. ALL TREES INDICATED TO BE PROTECTED ON THE PLANS
ALL TREES AND SHRUBS REQUIRED TO BE TRIMMED/PRUNED SHALL BE DONE IN A MANNER TO
(10) FEET AND NO BORES WITHIN THREE (3) FEET FROM THE UTILITY POLES ARE ALLOWED.
FOR PROPOSED WORK IN AREAS CLOSE TO UTILITY POLES, NO EXCAVATIONS WITHIN TEN
AT ALL TIMES.
OCCUR IN THE FLOOD PLAIN LIMITS. FLOW IN THE FLOOD PLAIN IS TO BE MAINTAINED
UNLESS INDICATED ON THE PLANS, NO STORAGE OF MATERIAL, EQUIPMENT, ETC. SHALL
LAWN, TREES, AND SHRUBBERY.
SIDEWALKS BEYOND THE LIMITS OF CONSTRUCTION, INCLUDING EXISTING FENCING,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING DRIVES AND
MISCELLANEOUS:
THE FOLLOWING PARTIES MAY HAVE INTEREST IN THIS PROJECT:
CONTACTS:
E: MS6913@ATT.COM
C: (248) 877-0762
O: (313) 263-9939
PONTIAC, MICHIGAN 48342
54 N. MILL ST., BOX 32
MAYY SLIWA
AT&T
E: CHERI.PAYNE@CMSENERGY.COM
C: (248) 497-5771
O: (248) 769-5704
LIVONIA, MICHIGAN 48150
11801 FARMINGTON ROAD
CHERI PAYNE
LIVONIA SERVICE CENTER
CONSUMER ENERGY
O: (248) 427-2937
BELLEVILLE, MICHIGAN 48111
8001 HAGGERTY ROAD
CARL FORD
DTE
C: (734) 359-1669
SOUTHFIELD, MICHIGAN 48034
25626 TELEGRAPH ROAD
JEFF DOBIES
COMCAST
E: MCOATTA@BHAMGOV.ORG
O: (248) 530-1839
BIRMINGHAM, MICHIGAN 48009
151 MARTIN STREET
CITY ENGINEER
MELISSA A. COATTA, P.E.
CITY OF BIRMINGHAM
E: CBORTON@BHAMGOV.ORG
O: (248) 530-1850
BIRMINGHAM, MICHIGAN 48009
151 MARTIN STREET
CORY BORTON
CITY OF BIRMINGHAM
E: NKOLINSKI@HRCENGR.COM
C: (586) 557-5345
O: (248) 454-6803
BLOOMFIELD HILLS, MICHIGAN 48302
555 HULET DRIVE
ASSOCIATE
NANCY J. KOLINSKI, P.E.
HUBBELL, ROTH & CLARK, INC.
CONTRACTOR'S OPERATIONS SELECTED.
COMPENSATE THE CONTRACTOR FOR EXCESS CLEARING, GRADING OR RESTORATION DUE TO THE
TO THE PROJECT AND INCLUDED IN OTHER LINE ITEMS AS NECESSARY. THE CITY WILL NOT
ASSOCIATED WITH THE CONTRACTOR'S CHOSEN MEANS OF DREDGING ACCESS SHALL BE INCIDENTAL
PLANS AND DETAILS FOR CITY REVIEW AT THE PRE-CONSTRUCTION MEETING. ALL COSTS
WHILE MINIMIZING DISRUPTION AND RESTORATION. THE CONTRACTOR SHALL PROVIDE ACCESS
PATH WILL BE GRADED AND STABILIZED BY THE CONTRACTOR TO SUPPORT HIS OPERATIONS
PROTECT THE EDGE OF QUARTON LAKE WHEN ENTERING OR EXITING THE LAKE. THE ACCESS
WATER QUALITY. TEMPORARY RIP RAP OR OTHER MEANS AS NECESSARY SHALL BE USED TO
WATER DUE TO LEAKING FLUIDS, ACCUMULATED SEDIMENT OR OTHER POTENTIAL HAZARDS TO
RESERVES THE RIGHT TO EXCLUDE ANY EQUIPMENT HE DEEMS UNACCEPTABLE TO ENTER THE
CONTRACTOR SHALL USE EQUIPMENT SUITABLE FOR WORK IN THE RIVER/LAKE. THE OBSERVER
BIODEGRADABLE HYDRAULIC FLUID WITH CERTIFICATIONS TO BE PROVIDED TO THE ENGINEER.
ALL HEAVY EQUIPMENT THAT WILL CROSS OR WORK IN THE RIVER SHALL BE EQUIPPED WITH
EQUIPMENT.
THE CONTRACTOR SHALL USE REASONABLE MEASURES TO AVOID SOIL COMPACTION BY HEAVY
FOR BURIED MATERIALS AND OTHER CONDITIONS.
SLOPES AND SOILS FOR GAINING ACCESS TO THE SITE. THE OWNER IS NOT RESPONSIBLE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONDITIONS OF THE EXISTING
HEAVY EQUIPMENT ACCESS AND OPERATIONS:
17. REPAIR ANY WALK, ACCESS DRIVE OR ROAD DAMAGE.
2 WEEKS FOLLOWING ESTABLISHMENT.
16. MOW/CUT LAWN AREAS PRIOR TO FINAL APPROVAL. ONCE A WEEK FOR
15. WATER FOR 21 DAYS PER SPECIFICATIONS.
14. RESTORE WALKS, PARKING AREAS, ETC.
13. PLACE SEED MIX AS SPECIFIED.
12. PLACE CL. A FERTILIZER.
11. PLACE ADDITIONAL TOPSOIL.
10. REGRADE DISRUPTED AREAS.
9. REMOVE PLASTIC SHEETING AND ALL BAG FRAGMENTS. NO EXCEPTIONS.
8. REMOVE DEWATERED DREDGING SPOILS.
7. DREDGING OPERATIONS.
6. PLACE TURBIDITY CURTAINS AS DIRECTED.
5. PLACE FILTER BAGS.
4. PLACE PLASTIC SHEETING AND OUTLET STRUCTURE.
MAY PUNCTURE GEOTEXTILE BAGS.
3. MOW GRASS/BRUSH. REMOVE ANY BRANCHES, DEBRIS, ETC. THAT
OR DEWATERING BAGS.
PROJECT ENGINEER TO PROTECT MATERIALS, EQUIPMENT, TREES
2. INSTALL PROTECTIVE FENCING AS NEEDED OR AS DIRECTED BY THE
1. INSTALL SESC CONTROL MEASURES.
LANE CLOSURE SIGNS PER MMUTCD.
AND EXIT THE DEWATERING AREA. THE CONTRACTOR SHALL INSTALL ALL NECESSARY
AS NECESSARY DURING DREDGING OPERATIONS FOR CONSTRUCTION VEHICLES TO ENTER
OAK STREET AND THE BIKE LANE AND SIDEWALK ALONG OAK STREET SHALL BE CLOSED
DESCRIBED.
PROJECT TO WARN MOTORISTS OF THE CONSTRUCTION AHEAD OR AS OTHERWISE
NORTH TO SOUTH. A SUFFICIENT DISTANCE IS NEEDED BEFORE AND AFTER THE
LAKEVIEW ST. TO LAKEPARK AVE., EAST TO WEST AND FROM OAK AVE. TO MAPLE,
THE CONSTRUCTION INFLUENCE AREA (C.I.A.) SHALL CONSIST OF THE AREA FROM
(ONE PER) ALONG ANY LANE OR SHOULDER CLOSURES.
BE REQUIRED TO PROVIDE PLASTIC DRUMS WITH BATTERY OPERATED AMBER FLASHERS
PROTECT THE TRAFFIC AND THE WORK PER HIS OPERATIONS. THE CONTRACTOR SHALL
ALSO PROVIDE NECESSARY SIGNS, FLAG CONTROL, BARRICADES AND LIGHTS TO
TRAFFIC TYPICAL PLANS INCLUDED IN SPECIFICATIONS. THE CONTRACTOR SHALL
CONSTRUCTION PLANS, MMUTCD (LATEST EDITION), SPECIFICATION 2550 AND ANY
TRAFFIC WILL BE MAINTAINED DURING THE CONSTRUCTION IN ACCORDANCE WITH THE
TRAFFIC MAINTENANCE & CONTROL:
- TURBIDITY CURTAINS.
FLOATING TURBIDITY CURTAIN MATERIALS SHALL BE SPECIFIED IN SECTION 02228
PER DETAIL AND MANUFACTURER'S INSTRUCTIONS.
RUNOFF CONTROL PRODUCTS SHALL BE ENVIROBERM OR APPROVED EQUIVALENT INSTALLED
FABRIC UNDERLAY.
MINIMUM 6" THICK LAYER OF 1" TO 3" AGGREGATE OVER STANDARD GEOSYNTHETIC
ENVIRONMENTAL'S STREAMGUARD, OR APPROVED EQUIVALENT.
CATCH BASIN INSERTS SHALL BE ACF ECF ENVIRONMENTAL'S SILT SAC, FOSS
POST SPACING.
MDOT APPROVED SILT FENCING WITH MINIMUM 24 INCH HIGH AND MAXIMUM 6.5 FT
SOLUTION AS LISTED IN SECTION 02220.
TEMPORARY GROUND COVER SHALL CONSIST OF GROUND COVER MULCH, COMPOST OR PAM
MATERIALS DESCRIPTION:
WILL NOT BE ALLOWED.
SWEEPING, AS NEEDED, DURING TRUCKING OPERATIONS, TRUCK MOUNTED PUSH BROOMS
THE CONTRACTOR SHALL PROVIDE CONTINUOUS MECHANICAL OR VACUUM ASSISTED STREET
(SESC) SOIL EROSION AND SEDIMENTATION CONTROL DESCRIPTIONS:
WITHIN 5 DAYS OF FINAL GRADING, PER PART 91.
OF EXPOSED SOIL AT ALL TIMES. ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED
WHERE POSSIBLE, DISTURBED AREAS SHALL BE STABILIZED IN STAGES TO MINIMIZE THE AREA
CONSTRUCTION SHALL BE PHASED TO MINIMIZE THE DURATION OF EXPOSED SOIL NEAR WATERWAYS.
OF DISTURBED AREAS HAS BEEN COMPLETED.
THE CONTRACTOR SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION
AS NECESSARY DURING TRUCKING OPERATIONS.
BE PROMPTLY REMOVED BY THE CONTRACTOR. CONTINUOUS SWEEPING SHALL BE PERFORMED
ALL MUD/DIRT TRACKED ONTO EXISTING CITY/COUNTY ROADS DUE TO CONSTRUCTION SHALL
AND WHEN DUST BECOMES A PROBLEM.
WILL BE AVAILABLE AT ALL TIMES TO BE USED ON HAUL ROUTES OR OTHER PLACES WHERE
THE CONTRACTOR SHALL EXERCISE DUST CONTROL AT ALL TIMES. SPRINKLING TANK TRUCKS
SHOULD BE TAKEN WHEN WORKING AROUND SITE PERIMETERS.
PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF SILT OFF THE SITE. PARTICULAR CARE
THE FIRST STEP IN CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A
TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS
UNTIL ADDITIONAL CONTROL MEASURES ARE INSTALLED OR MAINTAINED.
EXCEEDENCE OF THE TURBIDITY CRITERIA, THE CONTRACTOR SHALL CEASE ALL OPERATIONS
PERIODICALLY BY THE CITY'S REPRESENTATIVE USING A HYDROLAB MINISONDE. UPON
HAVE A TURBIDITY LEVEL OF LESS THAT 30 NTU. TURBIDITY LEVELS WILL BE MONITORED
WATER DISCHARGED TO THE MAIN BRANCH OF THE ROUGE RIVER ABOVE MAPLE ROAD SHALL
LAKESIDE OR 30 NEPHELOMETRIC TURBIDITY UNITS (NTU), WHICHEVER IS GREATER. ANY
BELOW THE SPILLWAY EXCEED 1.5 TIMES THE TURBIDITY LEVEL IN THE WEST BRANCH AT
AT NO TIME SHALL TURBIDITY LEVEL IN THE WEST (QUARTON) BRANCH OF THE ROUGE RIVER
BOTH NATURAL AND MANMADE DITCHES, STREAMS, WETLANDS, STORM DRAINS, LAKES AND PONDS.
AND NOT ALLOWED TO COLLECT ON ANY OFFSITE AREAS IN WATERWAYS. WATERWAYS INCLUDE
EROSION AND SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE
BE MADE WITHOUT DELAY.
OF EROSION AND SEDIMENTATION CONTROL MEASURES AND ANY NECESSARY REPAIRS SHALL
DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR TO DETERMINE EFFECTIVENESS
PLAN OR AS DIRECTED BY THE OWNER AND/OR ENGINEER.
EQUIPMENT ACCESS TO THE LAKE SHALL BE LIMITED TO THE AREA INDICATED ON THE
THIS PERMIT.
PROJECT ENGINEER SHALL PROVIDE PLAN SETS AS NEEDED. THERE IS NO COST FOR
THE CONTRACTOR IS REQUIRED TO SUBMIT AN SESC APPLICATION TO THE CITY. THE
CONCERNS.
DREDGING WORK WILL NOT BE ALLOWED BETWEEN MARCH 15 AND JUNE 1 DUE TO FISHERIES
(SESC) GENERAL SOIL EROSION AND SEDIMENTATION CONTROL NOTES:
UTILITIES:
PROFILES. ACTUAL ELEVATIONS TO BE STAKED IN THE FIELD.
BOUNDARIES. DREDGING SHOULD BE BASED ON SURVEYED CROSS SECTIONS AND
ALL TOPOGRAPHIC CONTOURS ARE BASED ON GIS DATA TO MATCH FEMA FLOODPLAIN
TOPOGRAPHIC CONTOURS:
POSSIBLE, APPROVED BY THE ENGINEER AND SHALL BE INCIDENTAL TO THE PROJECT.
CLEARING AS DIRECTED FOR SITE ACCESS SHALL BE MINIMIZED TO THE EXTENT
THE AREA AND DURATION OF DISTURBANCE AT ALL TIMES. ALL OTHER TREE
THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AND MINIMIZE
SPECIFICATIONS.
INCLUDING TRAFFIC CONTROL PER CITY OF BIRMINGHAM AND MDOT STANDARD
HIS OPERATIONS IN SUCH A MANNER AS TO PROTECT PUBLIC SAFETY AT ALL TIMES,
ENGINEER FOR APPROVAL. DURING CONSTRUCTION THE CONTRACTOR SHALL CONDUCT
CONTRACTOR SHALL COORDINATE LOCATION WITH THE CITY AND THE PROJECT
AREA IS ON LAKESIDE DRIVE WHERE QUARTON LAKE IS CLOSEST TO THE ROAD.
ACCESS TO THE DREDGING AREAS IS AVAILABLE: DREDGING CONTRACTOR PUT IN
ACCESS AND OPERATION:
MOW GRASS TWO (2) TIMES. ONCE PER WEEK FOLLOWING ESTABLISHMENT.
CAN BE TAKEN FROM THE RIVER FOR THE PLANTINGS.
AFTER RAIN EVENTS. ALL EXCEPTIONS SHALL BE APPROVED BY THE PROJECT ENGINEER. WATER
THE DAILY WATERING. WATERING SHALL NOT OCCUR ON SATURDAYS, SUNDAYS OR IMMEDIATELY
21 DAYS WITH AN ADDITIONAL FOUR (4) WATERING EVENTS IN THE FOLLOWING TWO WEEKS AFTER
PROJECT. CONTRACTOR SHALL WATER THE PLANTINGS AND SEEDED AREA DAILY FOR A MINIMUM OF
WATER REQUIRED FOR COMPACTION SHALL BE INCLUDED IN THE COST OF CONSTRUCTION FOR THIS
WATER REQUIRED FOR SEEDING SHALL BE INCLUDED IN THE CONTRACT COST FOR THESE ITEMS.
TO BE INCLUDED IN THE UNIT PRICE FOR "STAGING AREA RESTORATION".
CONTRACTOR TO CHECK ON SEED GROWTH AND SUPPLEMENT AS NEEDED. COSTS FOR RESEEDING
ALL DISTURBED AREAS TO BE RESTORED WITHIN SEVEN (7) DAYS OF COMPLETION.
SPRINKLER HEADS SHALL NOT BE COVERED WHEN PLACING TOPSOIL.
ACTIVITY.
BY THE ENGINEER. NO ADDITIONAL PAYMENT OR COMPENSATION WILL BE ALLOWED FOR THIS
CONSTRUCTION LIMITS OF THIS PROJECT SHALL BE RESTORED AS SPECIFIED OR AS DIRECTED
ALL AREAS DISTURBED BY THE CONTRACTOR AND/OR HIS SUBCONTRACTOR BEYOND THE NORMAL
PROJECT SPECIFICATIONS.
REPAIR ANY DISLODGED, BROKEN OR DAMAGED GRASS PAVERS. SEE DETAIL SHEETS AND
SWEEP PERMANENT ACCESS DRIVE AND ADJACENT ROADS.
TOPSOIL PLACED AT A DEPTH GREATER THAN 3" SHALL BE COMPACTED IN 2 OR MORE LIFTS.
EXPENSE OF THE CONTRACTOR TO CITY SPECIFICATIONS.
ALL PAVEMENT DAMAGED DURING CONTRACTOR OPERATIONS SHALL BE REPLACED AT THE
REMOVE ANY MATERIALS STOCKPILES AND SNOW FENCING.
ESTABLISH FINE GRADE AND RESTORE (PER PLANS AND SPECIFICATIONS)
REMOVE ALL CONSTRUCTION EQUIPMENT, EXCESS MATERIALS, DEBRIS, ETC.
STRAW MULCH ON ALL OTHER SURFACES.
CHEMICAL NUTRIENT CL. A, AND STRAW BLANKETS ON ANY SLOPE GREATER THAN 1:4.
IN PAVER AREA PER PAVER DETAIL, SEED MIX AS SPECIFIED, FERTILIZER,
RESTORE ALL GRASSED AREAS WITH TOPSOIL SURFACE, FURN, 3" DEEP OR LESS
IN "STAGING AREA RESTORATION" AND SHALL BE PAID ON AN ANNUAL BASIS.
OR BARE AREAS WITHIN THE CONSTRUCTION AREA. THE FOLLOWING ITEMS SHALL BE INCLUDED
TO ESTABLISH UNIFORM VEGETATION IN ALL DISTURBED AREAS INCLUDING EXISTING SPARSE
THE STAGING AREA AND PARK TO EXISTING CONDITIONS PREVIOUS TO CONSTRUCTION AND
SITE RESTORATION SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS TO RESTORE
SITE RESTORATION:
TRAFFIC MAINTENANCE AND CONTROL ....................................... LSUM
MOBILIZATION (MAXIMUM 5% .............................................. LSUM
THEY ARE:
OR USED AS NEEDED.
PLANS. THESE ITEMS SHALL BE CONSTRUCTED AS DIRECTED BY THE PROJECT ENGINEER
SEVERAL PAY ITEMS INCLUDED IN THE PROPOSAL ARE NOT SPECIFICALLY SHOWN ON THE
MISCELLANEOUS ITEMS OF WORK:
DATE ISSUED FOR /ADDITIONS / REVISIONS
DESIGNED
DRAWN
CHECKED
APPROVED
HRC JOB NO. SCALE
NO.
SHEETDATE
OF
C 2025 Hubbell, Roth & Clark, Inc. All Rights Reserved
P T jr e c
V
C
S h e e t s n o t e s .d g n
APRIL 2024
:5
20240138
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
http://www.hrcengr.com
WEB SITE:
MICHIGAN
04-02-2024 SITE VISIT
EGLE PERMIT
OWNER REVIEW
04-08-2024
04-12-2024
04-18-2024 REVISED PER COMMENTS
HRC
J.A.R.
N.J.K.
J.F.B.
Know what'sbelow.
before you dig.Call
(TOLL FREE)
811or
1-800-482-7171
BEFORE YOU DIG
(3 WORKING DAYS)
72 HOURS
CALL MISS DIG
CALL811.COM
R
THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.
PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY
ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.
OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR
RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,
SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC
NOTICE:
ENGINEERING DEPARTMENT
CITY OF BIRMINGHAM
DREDGING
MAINTENANCE
QUARTON LAKE
2025 - 2029
CITY CONTRACT No. 15-24(M)
OF SECTION 26, T2N, R10E4
1PART OF THE SE
OAKLAND COUNTY
08-01-2024 EGLE REQUIREMENTS
02-20-2025 ISSUED FOR BIDS
RAYNALE
QUARTON
BLOOMFIELD
B A
L D
W
IN
C T . A T
E N
C T
B R
IE
R
B O
N N
IE
P L
E A
S A
E
S T
A N
L E
Y
R O U G E
R
IV
E R
ROUGE
RI
VER
N
N.T.S.
LOCATION
PROJECT
W O
O D
W A
E . (M
1)
COLONIAL
CT.
REDDING
W
IL
L
N E
L A
K E S
ID
E
O
L E
M
C O
U R
T
OAK
M
ID
LAND
OAK
C H
E S
T E
R F
IE
L D
F A
IR
F A
X
S U
F F
IE
L D
P
IL
G R
IM
P U
R
IT
A N
L A
K E P
A R
K
MAPLE
PINE
CT.
L A
K E
V
IE
W H A
Z E
L
W O
O D
G R
E E
N W
O O
D
W O
O D
L A
N D
L A
K E S
ID
E
M
IL
L R
A C
E
B A
L D
W
IN
WILLITS
DEWEY
WARREN
CT.
HARMON
A R
L
IN
G T
S H
IR
L E
Y
L
IN
D E
N
A S
P E
N
H A
W T
H O
R N
E
W A
T K
IN
S
C H
E S
T E
R
BROWN
MARTIN
MERRILL
S O
U T
H F
IE
L D
V A
L L
E Y
V
IE
W
L A
N E
O L
D W
O O
D W
A R
D
Q U
A R
T O
N L
A
QUARTON LAKE
LAKEPARK DR.
DESCRIPTION UNIT QTY.NO.
GEOTEXTILE CATCH BASIN INSERTS EA
PROJECT PLAN
1" = 50'
PIER
EXISTING
GRAVEL PATH
EXISTING
N
0 10 25 50 100
1" = 50'
FROM EXISTING PIER
STAY 20'AWAY
(SEE GENERAL NOTE 7)
DREDGE PUT IN AREA
ACCESS DRIVE
EXISTING
AREA (GRASS PAVERS)
DEWATERING
EXISTING
N
NO SCALE
OAK
OAK
QUARTON RD.
REDDING
C H
E S
T E
R F
IE
L D
P
IL
G R
IM
FAIRVIEW
G L
E N
H U
R S
T
F A
IR
F A
X
L A
K E S
ID
E
P L
E A
S A
N T
MAPLE
PINE
S H
IR
L E
Y
A S
P E
N
Q U
A R
T
K E
B A
L D
W
IN
HARMON
WILLITS
ROUGE
RI
VER
MARTIN
S O
U T
H F
IE
L D
O L
D
W O
O D
W A
R D
RAYNALE
W. BIG BEAVER
W O
O D
W A
E (M 1)
HAUL ROUTE PLAN
AREA
DEWATERING
PROJECT
L A
K E P
A R
K
R O
U G
E R
IV
E R
L A
K E S
ID
E
CT.
BLOOMFIELD
PER MMUTCD.
THE CONTRACTOR SHALL INSTALL ALL NECESSARY LANE CLOSURE SIGNS
CONSTRUCTION VEHICLES TO ENTER AND EXIT THE DEWATERING AREA.
SHALL BE CLOSED AS NECESSARY DURING DREDGING OPERATIONS FOR
OAK STREET AND THE BIKE LANE AND SIDEWALK ALONG OAK STREET
INSERTS, TYP.
GEOTEXTILE CATCH BASIN
AREA
DEWATERING
STAGING/
STAGING/DEWATERING AREA
SEE REFERENCE DRAWINGS FOR
NOTE:
BASIN INSERTS
GEOTEXTILE CATCH
(GRASS PAVERS)
DEWATERING AREA
DEWATERING OVERFLOW
TURBIDITY CURTAIN
HAUL ROUTE DIRECTION
DREDGING AREAS
DREDGING LIMITS
LEGEND:
6.
WORK AREA AND THE DESIGNATED HAUL ROUTE.
PAVEMENT CAUSED BY THEIR ACTIVITIES OUTSIDE OF THE PROJECT
5. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ANY DAMAGED
DOWNTOWN BUSINESS DISTRICT.
4. ALL CONSTRUCTION TRAFFIC MUST AVOID THE CITY OF BIRMINGHAM
SUBMITTED HAUL ROUTE WILL BE ALLOWED WITHOUT CITY APPROVAL.
CONSTRUCTION RELATED TRAFFIC. NO VARIATIONS FROM THE
3. THE CONTRACTOR MUST USE THE DESIGNATED HAUL ROUTE FOR ALL
ROUTE PLAN.
CONTRACTOR SHALL NOT USE OLD WOODWARD FOR ACCESS. SEE HAUL
OAK STREET TO CHESTERFIELD AVENUE THEN NORTH TO QUARTON ROAD.
AREA. ACCESS AWAY FROM THE DEWATERING AREA WILL BE WEST ALONG
OAK STREET AND THEN ALONG OAK STREET TO THE PROJECT DEWATERING
2. ACCESS TO THE SITE WILL BE OFF OF WOODWARD AVENUE (M-1) TO
AND THE PROJECT ENGINEER.
1. THE HAUL ROUTE HAS BEEN DETERMINED BY THE CITY OF BIRMINGHAM
HAUL ROUTE NOTES:
CYD5
STAGING AREA RESTORATION7 LS 1
AND RELATED EQUIPMENT/MATERIALS
LAKE SEDIMENT DREDGING, DEWATERING
CYD6
IN A TYPE II LANDFILL
LAKE SEDIMENT TRANSPORT AND DISPOSAL
GEOTEXTILE FILTER BAGS LS
RUNOFF CONTROL SYSTEM 1LS
FLOATING TURBIDITY CURTAIN4 200LF
QUANTITIES THIS SHEET (PER YEAR)
(TO BE FIELD LOCATED)
RUNOFF CONTROL SYSTEM
ST
ST
LAKESIDE DR.
ST
O A
K
S
T
GRAVEL PATH
EXISTING
O A
K L
A N
D
C
O U
N T
Y
C O
M B I
N E
D
S E
W E R
I
N T E R C E P T
O R1
2 3
1 THROUGH 5
DREDGING AREAS
DETAIL SHEET 04)
PRIOR TO DREDGING (SEE
TRAPS. VERIFY LOCATION
INSTREAM SEDIMENT
(APPROX.)
OF DREDGING
LIMITS
(APPROX.)
DREDGING
LIMITS OF
(APPROX.)
DREDGING
LIMITS OF
LOCATION WITH THE CITY AND THE PROJECT ENGINEER FOR APPROVAL.
QUARTON LAKE IS CLOSEST TO THE ROAD. CONTRACTOR SHALL COORDINATE
7. DREDGING CONTRACTOR PUT IN AREA IS LOCATED ON LAKESIDE DRIVE WHERE
FILTER BAGS.
FILTER BAGS. ANY DAMAGED PAVERS MUST BE REPLACED TO AVOID TEARING OF
6. GRASS PAVER DEWATERING AREA SHALL BE INSPECTED PRIOR TO PLACEMENT OF
APPROVED BY THE PROJECT ENGINEER.
5. NO EQUIPMENT WILL BE ALLOWED OUTSIDE OF THE DEWATERING LIMITS UNLESS
OF THE OAKLAND COUNTY WATER RESOURCES COMMISSIONER.
DRAWINGS AND ADDITIONAL CONTRACT DOCUMENTS ARE AVAILABLE IN THE OFFICE
4. THE COMBINED SEWER SHOWN ON THIS SHEET WAS CONSTRUCTED IN 1996. RECORD
SPECIFIED.
AREAS TO BE RESTORED WITH FERTILIZER AND STRAW BLANKETS. UNLESS OTHERWISE
BLANKETS. INTERNAL SITE AREAS INCLUDING SLOPES, BERMS AND CONSTRUCTION
3. PERIMETER OF SITE TO BE RESTORED WITH TURF GRASS, FERTILIZER AND STRAW
WILL BE RESPONISBLE FOR ANY TREE AND VEGETATION CLEARING.
OF THE ENGINEER. THE CITY OF BIRMINGHAM'S PARKS AND RECREATION DEPARTMENT
OR AT RISK OF DAMAGE DURING OPERATIONS, ARE TO BE REMOVED UPON APPROVAL
2. EXISTING TREES THAT ARE IN CONFLICT WITH THE STAGING/DEWATERING AREA
1. NO DREDGING IS PROPOSED UNDER THE OAK STREET BRIDGE.
GENERAL NOTES:
SEDIMENT REMOVAL QUANTITIES.
4. SEE PLAN SHEET 3 FOR DETAILED DREDGING PLAN & SECTIONS AND
3. SEE PLAN THIS SHEET FOR DREDGING AREAS LABELED 1 THROUGH 5 .
UP TO +/- 500 CYD OF WET MATERIAL.
FOOTAGE OF THE AREA WITH EACH AREA CALCULATED FOR REMOVAL OF
BASED ON THE AVERAGE SEDIMENT DEPTH OF THE AREA AND THE SQUARE
2. THE PROPOSED DREDGING LOCATION IS DIVIDED INTO FIVE (5) AREAS
AND +/- 250 CYD DRY REMOVED PER YEAR.
PROJECT WITH DREDGED MATERIALS EQUALING UP TO +/- 500 CYD WET
1. QUARTON LAKE MAINTENANCE DREDGING IS A FIVE YEAR MAINTENANCE
DREDGING NOTES:
(AS REQUIRED)
TURBIDITY CURTAIN
SURVEY DATA DATED 7-16-2024
WATER SURFACE EL. = 734.36 +/-
q q q q
D
D
DATE ISSUED FOR /ADDITIONS / REVISIONS
DESIGNED
DRAWN
CHECKED
APPROVED
HRC JOB NO. SCALE
NO.
SHEETDATE
OF
C 2025 Hubbell, Roth & Clark, Inc. All Rights Reserved
P T jr e c
V
C
S h e e t s c o v e r a ll p la n .d g n
APRIL 2024
20240138
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
http://www.hrcengr.com
WEB SITE:
MICHIGAN
04-02-2024 SITE VISIT
EGLE PERMIT
OWNER REVIEW
04-08-2024
04-12-2024
04-18-2024 REVISED PER COMMENTS
HRC
J.A.R.
N.J.K.
J.F.B.
Know what'sbelow.
before you dig.Call
(TOLL FREE)
811or
1-800-482-7171
BEFORE YOU DIG
(3 WORKING DAYS)
72 HOURS
CALL MISS DIG
CALL811.COM
R
THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.
PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY
ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.
OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR
RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,
SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC
NOTICE:
ENGINEERING DEPARTMENT
CITY OF BIRMINGHAM
DREDGING
MAINTENANCE
QUARTON LAKE
2025 - 2029
CITY CONTRACT No. 15-24(M)
OF SECTION 26, T2N, R10E4
1PART OF THE SE
OAKLAND COUNTY
08-01-2024 EGLE REQUIREMENTS
02-20-2025 ISSUED FOR BIDS
RAYNALE
QUARTON
BLOOMFIELD
B A
L D
W
IN
C T . A T
E N
C T
B R
IE
R
B O
N N
IE
P L
E A
S A
E
S T
A N
L E
Y
R O U G E
R
IV
E R
ROUGE
RI
VER
N
N.T.S.
LOCATION
PROJECT
W O
O D
W A
E . (M
1)
COLONIAL
CT.
REDDING
W
IL
L
N E
L A
K E S
ID
E
O
L E
M
C O
U R
T
OAK
M
ID
LAND
OAK
C H
E S
T E
R F
IE
L D
F A
IR
F A
X
S U
F F
IE
L D
P
IL
G R
IM
P U
R
IT
A N
L A
K E P
A R
K
MAPLE
PINE
CT.
L A
K E
V
IE
W H A
Z E
L
W O
O D
G R
E E
N W
O O
D
W O
O D
L A
N D
L A
K E S
ID
E
M
IL
L R
A C
E
B A
L D
W
IN
WILLITS
DEWEY
WARREN
CT.
HARMON
A R
L
IN
G T
S H
IR
L E
Y
L
IN
D E
N
A S
P E
N
H A
W T
H O
R N
E
W A
T K
IN
S
C H
E S
T E
R
BROWN
MARTIN
MERRILL
S O
U T
H F
IE
L D
V A
L L
E Y
V
IE
W
L A
N E
O L
D W
O O
D W
A R
D
Q U
A R
T O
N L
A
DREDGING AREA 1 DREDGING AREA 2 DREDGING AREA 3
OF SEDIMENT
EXISTING TOP
EXISTING HARD PAN
AVERAGE SEDIMENT DEPTH = 1.74 ft AVERAGE SEDIMENT DEPTH = 0.99 ft
CROSS SECTION
1" = 6' VERT.
1" = 30' HORIZ.
CROSS SECTION
1" = 6' VERT.
1" = 30' HORIZ.
5. HP 729.09 = HARD PAN ELEVATION.
4. T/S 731.04 = TOP OF SEDIMENT ELEVATION.
3. SEDIMENT AND HARD PAN TOPO SHOT =
2. ALL SECTIONS ARE LOOKING UPSTREAM.
1. SURVEY DATA FROM HRC FIELD SURVEY DATED 7-16-2024.
GENERAL NOTES:
DREDGING AREA 4 DREDGING AREA 5
q q q
D
D
PIER
EXISTING
N
1" = 30'
0 5 10 30 60
SECTIONS
DREDGING PLAN
1" = 6' VERT.
1" = 30' HORIZ.
EXISTING HARD PAN
OF SEDIMENT
EXISTING TOP
EXISTING SEDIMENT
OF SEDIMENT
EXISTING TOP
OF SEDIMENT
EXISTING TOP
EXISTING SEDIMENTEXISTING SEDIMENT EXISTING HARD PANEXISTING HARD PAN
OF SEDIMENT
EXISTING TOP
OF SEDIMENT
EXISTING TOP
EXISTING HARD PAN EXISTING HARD PANEXISTING SEDIMENT EXISTING SEDIMENT
EXISTING SEDIMENT
LOCATION
RUNOFF CONTROL
ACCES DRIVE
EXISTING
(GRASS PAVERS)
DEWATERING AREA
EXISTING STAGING/
AVERAGE SEDIMENT DEPTH = 2.37 ft AVERAGE SEDIMENT DEPTH = 1.71 ft AVERAGE SEDIMENT DEPTH = 1.24 ft
AVERAGE SEDIMENT DEPTH = 0.81 ft
CROSS SECTION
1" = 6' VERT.
1" = 30' HORIZ.
CROSS SECTION
1" = 6' VERT.
1" = 30' HORIZ.
CROSS SECTION
1" = 6' VERT.
1" = 30' HORIZ.
CROSS SECTION
1" = 6' VERT.
1" = 30' HORIZ.
LAKEPARK DRIVE
LAKESIDE DRIVE
O
R E
E T
TURBIDITY CURTAIN
(APPROX.)
LIMITS OF DREDGING
AREA (SFT)
SEDIMENT REMOVAL QUANTITIES THIS SHEET
14,823
7,625
10,709
7,871
5,600
AREA (YR)
DREDGING
0.90
1.74
1.24
1.71
2.37
DEPTH (FT)
AVERAGE SEDIMENT
REMOVAL (CYD)
SEDIMENT
(APPROX.)
LIMITS OF DREDGING
DREDGING AREA 5
SURVEY DATA DATED 7-16-2024
WATER SURFACE EL. = 734.36 +/-
LAKE
QUARTON
DATE ISSUED FOR /ADDITIONS / REVISIONS
DESIGNED
DRAWN
CHECKED
APPROVED
HRC JOB NO. SCALE
NO.
SHEETDATE
OF
C 2025 Hubbell, Roth & Clark, Inc. All Rights Reserved
P T jr e c
V
C
S h e e t s c o v e r a ll d r e d g e a r e a .d g n
APRIL 2024
20240138
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
http://www.hrcengr.com
WEB SITE:
MICHIGAN
04-02-2024 SITE VISIT
EGLE PERMIT
OWNER REVIEW
04-08-2024
04-12-2024
04-18-2024 REVISED PER COMMENTS
HRC
J.A.R.
N.J.K.
J.F.B.
Know what'sbelow.
before you dig.Call
(TOLL FREE)
811or
1-800-482-7171
BEFORE YOU DIG
(3 WORKING DAYS)
72 HOURS
CALL MISS DIG
CALL811.COM
R
THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.
PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY
ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.
OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR
RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,
SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC
NOTICE:
ENGINEERING DEPARTMENT
CITY OF BIRMINGHAM
DREDGING
MAINTENANCE
QUARTON LAKE
2025 - 2029
CITY CONTRACT No. 15-24(M)
OF SECTION 26, T2N, R10E4
1PART OF THE SE
OAKLAND COUNTY
08-01-2024 EGLE REQUIREMENTS
02-20-2025 ISSUED FOR BIDS
RAYNALE
QUARTON
BLOOMFIELD
B A
L D
W
IN
C T . A T
E N
C T
B R
IE
R
B O
N N
IE
P L
E A
S A
E
S T
A N
L E
Y
R O U G E
R
IV
E R
ROUGE
RI
VER
N
N.T.S.
LOCATION
PROJECT
W O
O D
W A
E . (M
1)
COLONIAL
CT.
REDDING
W
IL
L
N E
L A
K E S
ID
E
O
L E
M
C O
U R
T
OAK
M
ID
LAND
OAK
C H
E S
T E
R F
IE
L D
F A
IR
F A
X
S U
F F
IE
L D
P
IL
G R
IM
P U
R
IT
A N
L A
K E P
A R
K
MAPLE
PINE
CT.
L A
K E
V
IE
W H A
Z E
L
W O
O D
G R
E E
N W
O O
D
W O
O D
L A
N D
L A
K E S
ID
E
M
IL
L R
A C
E
B A
L D
W
IN
WILLITS
DEWEY
WARREN
CT.
HARMON
A R
L
IN
G T
S H
IR
L E
Y
L
IN
D E
N
A S
P E
N
H A
W T
H O
R N
E
W A
T K
IN
S
C H
E S
T E
R
BROWN
MARTIN
MERRILL
S O
U T
H F
IE
L D
V A
L L
E Y
V
IE
W
L A
N E
O L
D W
O O
D W
A R
D
Q U
A R
T O
N L
A K E
H P
H P
H P
H P
H P
H P
H P
H P
H P
H P
H P
H P
H P
H P
T S
H P
H P
H P
H P
T S
H P
H P
T S
H P
T S
H P
H P
H P
T S
T S
H P
H P
T S
H P
T S
H P
T S
T S
H P
T S
H P
T S
T S
T S
T S
T S
H P
H P
T S
T S
T S
T S
T S
T S
T S
T S
T S
T S
T S
T S
T S
H P
T S
T S
T S
H P
T S
T S
7 7
O P E
PUMP
HOSE FROM
PLAN VIEW
FENCE
SILT
NO SCALE
STAGING AREA/DEWATERING AREA DETAIL
5'
AREA
BAG LAYDOWN
LIMITS OF
EXIST. GRADE
EXIST. GRADE PER SPEC.
FILTER BAGS
GEOTEXTILE
EARTH BERM
18" HIGH
EXIST.
DETAILS
PROJECT
NO SCALE
L = 131' / % SLOPE
L
M-PINS
OVERLAP
PLASTIC SHEETING
MATTING AND BACKFILL
KEY IN EROSION
M-PIN
PANEL
FLOW
FLOW
TRENCH DETAIL
36" MAX.
STEEL OR WOOD POST
FABRIC HEIGHT
FLOW
12" MIN.
COMPACTED BACKFILL
6" x 6" TRENCH WITH
FLOW
WITHOUT WIRE SUPPORT FENCE
NEEDED WITHOUT WIRE MESH SUPPORT
EXTRA STRENGTH FILTER FABRIC
STEEL POST
WOOD OR
SIDE OF POST
SECURELY TO UPSTREAM
ATTACH FILTER FABRIC
WITH WIRE SUPPORT FENCE
10' (3m) MAXIMUM SPACING
6' (1.8m) MAXIMUM SPACING
SILT FENCE
NO SCALE
NOTES:
1. SILT FENCE SHALL BE PLACED ON SLOPE
NECESSARY. 9" MAXIMUM RECOMMENDED
STORAGE HEIGHT.
3. REMOVED SEDIMENT SHALL BE DEPOSITED
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
TO AN AREA THAT WILL NOT CONTRIBUTE
STABILIZED.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
STORM EVENT AND REMOVE SEDIMENT WHEN
2. INSPECT AND REPAIR FENCE AFTER EACH
(PLASTIC SAFETY FENCE)
5' WOODLAND PROTECTION FENCE
OR CURB EDGE
PROPOSED SIDEWALK10
DRIP LINE
FENCE AT TREE
3'
BE SET BACK 3'.
TREE DRIP LINE, FENCE TO
OR CURB ENCROACHES ON THE
WHERE PROPOSED SIDEWALK
FENCE ALTERNATE LOCATION
APPROVAL.
WITHOUT CITY OF BIRMINGHAM
INSIDE THE FENCED AREA
TRESPASSING SHALL OCCUR
NO CUTTING, FILLING OR
TREE DRIP LINE
AND CURBS.
3' BACK OF PROPOSED WALKS
FENCE - ALTERNATE LOCATION
DRIP LINE
FENCE AT TREE
2' IN GROUND
EQUAL. INSTALL POSTS
†"x 6'-8" RE-ROD OR
STEEL POSTS EVERY 10'
LAND CLEARING OR CONSTRUCTION.
OF TREES TO BE SAVED PRIOR TO ANY
TO BE INSTALLED AROUND DRIP LINE
5' HIGH WOODLAND PROTECTION FENCE
CURB EDGE
PROPOSED SIDEWALK OR
SYSTEMS WILL BE INCIDENTAL TO THE PROJECT.
REPLACEMENT, RELOCATION OR REPAIRS TO SPRINKLER
AND REPAIRED TO THE SATISFACTION OF THE ENGINEER.
OR DISTURBED BY THE CONTRACTOR SHALL BE REPLACED
ALL SPRINKLER HEADS OR SPRINKLER SYSTEMS DAMAGED
TREE PROTECTION DETAILS
NO SCALE
CATCH BASIN INSERT
SEDIMENT ACCUMULATION
REMOVAL STRAP
(NOT SHOWN)
1" REBAR FOR BAG REMOVAL
STORM VOLUMES)
(TO BYPASS PEAK
OVERFLOW
GEOTEXTILE FABRIC
NO SCALE
64'
INSTREAM SEDIMENT TRAP
PROFILE VIEW
FLOW
12:1 (H:V)
NO SCALE
PLAN VIEW
BERMS
GRAVEL FILTER
(5m OR MORE)
SEDIMENT BASIN
STREAM WIDTH.
GREATER THAN THE NORMAL
OF BASIN SHALL BE TWO TIMES
STREAM BANKS. MINIMUM LENGTH
EXTEND BEYOND THE NORMAL
WIDTH OF BASIN SHOULD NOT
GRAVEL BERM
FLOW
D E
P T
H
M A
X
CAPACITY OF THE STREAM.
NOT REDUCE THE HYDRAULIC
IS REMOVED PROVIDING IT DOES
ALONG STREAM BED WHEN BARRIER
ROCKS MAY BE DISTRIBUTED
UP SLOPE
DOWN SLOPE
WASHED PEA STONE
FLAP OF SILT FENCE
EXIST. GRADE
FENCE
SILT
NO SCALE
SHEETING
PLASTIC
STREAM/LAKE
STREAM/LAKE
NO SCALE
OPTION 1
RUNOFF CONTROL SYSTEM
ON GRASS PAVERS
FILTER BAG
NO SCALE
OPTION 2
RUNOFF CONTROL SYSTEM
PLASTIC SHEETING OVERFLOW DETAIL
AFTER A STORM EVENT.
4. INSPECT FOR MAINTENANCE EVERY 2 WEEKS OR
OPEN BACK CURB INLETS.
3. USE CURB STYLE INSERTS WITH FABRIC ROLL FOR
AID WITH REMOVAL.
2. INSERT 1" REBAR INTO FLAPS (NOT SHOWN) TO
HELD IN PLACE BY DRAIN GRATE.
STRAPS ARE LAID FLAT, OUTSIDE OF BASIN AND
1. INSTALL INSERT IN CATCH BASIN, MAKING SURE
NOTES:
AS REQUIRED
RUNOFF CONTROL SYSTEM
VEGETATION. PROVIDE
TO PROTECT BANKS AND
GEOTEXTILE BLANKET
PLASTIC SHEETING OVERFLOW:
AREA
OVERFLOW
"RUNOFF CONTROL SYSTEM - LSUM".
THE STREAM DURING DEWATERING. PAID FOR AS
AREA AND TO PREVENT SEDIMENT FROM ENTERING
METHODS AS WHICH TO PROTECT THE OVERFLOW
RESPONSIBILTY TO SUPPLY THE MEANS AND
REFERENCE ONLY. IT IS THE CONTRACTOR'S
RUNOFF CONTROL SYSTEMS SHOWN ARE FOR
NOTE:
REFERENCE DRAWINGS.)
(SEE DETAILS AND
GRASS PAVERS SECTION
ENTERS THE STREAM.
6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ANY SEDIMENT WHICH
ENGINEER.
PLANS, IN THE SPECIFICATIONS OR AS DIRECTED BY THE PROJECT
(SESC) MEASURES SHALL MEET THE REQUIREMENTS SPECIFIED ON THE
5. PLACEMENT OF TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL
SHALL BE 60/gal/min/ft
MINIMUM REQUIREMENTS FOR RATE
SHALL BE 0.02 cm/sec
COEFFICIENT OF PERMEABILITY
MINIMUM REQUIREMENTS FOR
(U.S. STANDARD SIEVE SIZE)
SIZE (A.O.S.) SHALL BE 40-100
RANGE FOR APPARENT OPENING
WITH THE FOLLOWING MODIFICATIONS TO THE VALUES LISTED BELOW:
AND SHALL MEET THE FOLLOWING REQUIREMENTS OF ASSHTO M-288
AT LEAST 3.5 OUNCES PER SQUARE YARD IN THE CONDITION OF USE
4. PLASTIC SHEETING OVERFLOW GEOTEXTILE BLANKET SHALL WEIGH
SEDIMENT FROM ENTERING THE STREAM.
3. THE RUNOFF CONTROL SYSTEM SHALL PREVENT ANY EROSION OR
SYSTEM TO CONVEY THE DEWATERING EFFLUENT TO THE STREAM.
2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING A RUNOFF CONTROL
BY THE CONTRACTOR.
DRY SEDIMENT SHALL BE DISPOSED OF OFFSITE TO A SUITABLE LANDFILL
FILTER BAG AND REMAINING DREDGED MATERIALS, UP TO +/- 250 cyd OF
WATER TO FILTER THROUGH THE BAG BEFORE ENTERING THE STREAM. THE
AND DREDGED MATERIALS SHALL BE PUMPED INTO THE BAG ALLOWING THE
GRASS PAVERS IN THE STAGING/DEWATERING AREA PER THE PLANS. WATER
BAGS SHALL BE CONSTRUCTED OF GEOTEXTILE FABRIC AND PLACED ON
ANNUALLY EACH PERIOD FOR THE 5 YEAR MAINTENANCE PERIOD. FILTER
AS NECESSARY TO REMOVE UP TO +/- 500 cyd OF WET MATERIALS
1. FILTER BAG: CONTRACTOR SHALL FURNISH AND INSTALL FILTER BAG(S)
NOTES
NO SCALE
PLAN VIEW
A
SECTION A-A
FLOATING TURBIDITY CURTAIN
WITH FLOATS
ROPE OR CABLE
CHAIN OR WEIGHT
FLOW
EXISTING STREAMBANK
WATER SURFACE
FLUCTUATION
FOLDS FOR WATER
FILTER FABRIC WITH
TURBIDITY CURTAIN
EXISTING STREAMBANK
EXISTING STREAMBANK
FLOW
FLUCTUATION
FOLDS FOR WATER
FILTER FABRIC WITH
TURBIDITY CURTAIN
RECOMMENDATION
MANUFACTURER'S
SPACING PER
ANCHOR, (TYP.)
AREA
DREDGING
PROPOSED
DURING THE DREDGING PROCESS.
AND DISTURBED MATERIALS FROM MOVING DOWNSTREAM
THE PROPOSED DREDGING AREA TO PREVENT SEDIMENT
PLACE TURBIDITY CURTAIN DOWNSTREAM OF FLOW AND
NOTE:
(TYP.)
SHORE ANCHOR,
FOR ADDITIONAL INFORMATION.
REFER TO CONTRACT SPECIFICATIONS
THE MANUFACTURER'S RECOMMENDATIONS.
INSTALLED AND MAINTAINED PER
TURBIDITY CURTAIN SHALL BE
NOTE:
RECOMMENDATIONS.
CURTAIN PER THE MANUFACTURER'S
BUOY ALONG THE TURBIDITY
CONTAINMENT SYSTEMS LIGHT
CONTRACTOR SHALL PROVIDE
NOTE:
AREA
DREDGING
PROPOSED
OR STREAM BOTTOM
EXISTING LAKE
DATE ISSUED FOR /ADDITIONS / REVISIONS
DESIGNED
DRAWN
CHECKED
APPROVED
HRC JOB NO. SCALE
NO.
SHEETDATE
OF
C 2025 Hubbell, Roth & Clark, Inc. All Rights Reserved
P T jr e c
V
C
S h e e t s d e t a il s
D
D R .d g n
APRIL 2024
:0
20240138
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
http://www.hrcengr.com
WEB SITE:
MICHIGAN
04-02-2024 SITE VISIT
EGLE PERMIT
OWNER REVIEW
04-08-2024
04-12-2024
04-18-2024 REVISED PER COMMENTS
HRC
J.A.R.
N.J.K.
J.F.B.
Know what'sbelow.
before you dig.Call
(TOLL FREE)
811or
1-800-482-7171
BEFORE YOU DIG
(3 WORKING DAYS)
72 HOURS
CALL MISS DIG
CALL811.COM
R
THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.
PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY
ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.
OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR
RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,
SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC
NOTICE:
ENGINEERING DEPARTMENT
CITY OF BIRMINGHAM
DREDGING
MAINTENANCE
QUARTON LAKE
2025 - 2029
CITY CONTRACT No. 15-24(M)
OF SECTION 26, T2N, R10E4
1PART OF THE SE
OAKLAND COUNTY
08-01-2024 EGLE REQUIREMENTS
02-20-2025 ISSUED FOR BIDS
RAYNALE
QUARTON
BLOOMFIELD
B A
L D
W
IN
C T . A T
E N
C T
B R
IE
R
B O
N N
IE
P L
E A
S A
E
S T
A N
L E
Y
R O U G E
R
IV
E R
ROUGE
RI
VER
N
N.T.S.
LOCATION
PROJECT
W O
O D
W A
E . (M
1)
COLONIAL
CT.
REDDING
W
IL
L
N E
L A
K E S
ID
E
O
L E
M
C O
U R
T
OAK
M
ID
LAND
OAK
C H
E S
T E
R F
IE
L D
F A
IR
F A
X
S U
F F
IE
L D
P
IL
G R
IM
P U
R
IT
A N
L A
K E P
A R
K
MAPLE
PINE
CT.
L A
K E
V
IE
W H A
Z E
L
W O
O D
G R
E E
N W
O O
D
W O
O D
L A
N D
L A
K E S
ID
E
M
IL
L R
A C
E
B A
L D
W
IN
WILLITS
DEWEY
WARREN
CT.
HARMON
A R
L
IN
G T
S H
IR
L E
Y
L
IN
D E
N
A S
P E
N
H A
W T
H O
R N
E
W A
T K
IN
S
C H
E S
T E
R
BROWN
MARTIN
MERRILL
S O
U T
H F
IE
L D
V A
L L
E Y
V
IE
W
L A
N E
O L
D W
O O
D W
A R
D
Q U
A R
T O
N L
A K E
F R
R E
A M
B A
R E
A M
B A
N K
T U
R B I
D
R T
A I
H
A
X
T E
N D
BOTTOM
TO UNDISTURBED
DEPTH VARIES
FILTER FABRIC
TO HOLD
WITH FLOATS
ROPE OR CABLE
GRADE
MATCH EXIST.
(21AA LIMESTONE)
GRANULAR BASE
8" - 21AA COMPACTED
EXIST. ROAD
(MATCH EXIST. WIDTH)
PROPOSED GRAVEL SHOULDER
RESTORATION GRADE
OR PROPOSED
MATCH EXIST.
PROJECT ENGINEER
AS DIRECTED BY THE
1"- 3" CRUSHED CONCRETE
SUBGRADE UNDERCUT WITH
EXIST. SUBGRADE OR
OR APPROVED EQUAL
MANUFACTURED BY E.C. LEVY
6" MS6 AGGREGATE COMPACTED
BASE (21AA LIMESTONE)
6" 21AA COMPACTED GRANULAR
APPROVAL PRIOR TO PLACEMENT.
TO BE PROVIDED TO PROJECT ENGINEER FOR
SAMPLES OF AGGREGATES AND METAL EDGING
NOTE:
GRADE
EXIST.
EXIST. SUBGRADE
IF DAMAGED IN FIELD.
DETAILS THIS SHEET FOR REPLACEMENT
NOTE: DETAILS
PROJECT
NO SCALE
GEOTEXTILE FABRIC
WOVEN
SPECIFICATIONS
MANUFACTURER'S
EDGE RESTRAINT PER
MAXIMUM DENSITY
COMPACTED TO 95%
EXISTING SUBGRADE
PERIMETER
BEYOND GRID
BASE EXTENDS 12"
CONCRETE GRID
.5" BELOW TOP OF
SCREENED TOPSOIL
MAXIMUM OF 25% OF GROSS AREA
SURFACE AREA SHALL BE A
OR APPROVED EQUAL. UPPER
(CASTELLATED GRID) PAVERS
MONOSLAB GRASS
GRANULAR MATERIAL
1.5" MDOT CLASS II
21AA AGGREGATE BASE
8" COMPACTED MDOT
NO SCALE
GRASS PAVER DETAIL
4. SEE SPECIFICATIONS FOR SEEDING REQUIREMENTS.
OF GRASS PAVERS.
3. FINE GRADE AND REMOVE ANY UNSUITABLE SOILS PRIOR TO INSTALLATION
2. CONTRACTOR SHALL EXCAVATE AND ROUGH GRADE DRYING BED AREA.
SPECIFICATIONS PRIOR TO PLACING THE FILTER BAGS.
AND REPAIR ANY BROKEN OR DAMAGED PAVERS PER THE DETAIL AND CONTRACT
1. CONTRACTOR SHALL INSPECT THE EXISTING DRYING BED GRASS PAVER AREA
NOTES:
2% - 5%
NO SCALE
GRAVEL SHOULDER PARKING AREA
TO MATCH EXIST.
METAL EDGING
NO SCALE
GRAVEL PATH
NO SCALE
NO SCALE
ASPHALT PAVEMENT REPAIR SECTION
REVERSE CURB AND GUTTER
B-1 / B-2 MODIFIED
CONCRETE CURB AND STANDARD GUTTER DETAIL
BIRMINGHAM 6" ROLL CURB
NO SCALE
NO SCALE
NO SCALESTANDARD DRIVE APPROACH SECTION
6" CONCRETE SIDEWALK AND 4" CONCRETE SIDEWALK SECTION
TO MATCH SPECIFIED PAVEMENT THICKNESS THROUGH DRIVE APPROACH STANDARD SIDEWALK REPLACEMENTS / INSTALLATIONS
DATE ISSUED FOR /ADDITIONS / REVISIONS
DESIGNED
DRAWN
CHECKED
APPROVED
HRC JOB NO. SCALE
NO.
SHEETDATE
OF
C 2025 Hubbell, Roth & Clark, Inc. All Rights Reserved
P T jr e c
V
C
S h e e t s d e t a il s
D
D R .d g n
APRIL 2024
20240138
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
http://www.hrcengr.com
WEB SITE:
MICHIGAN
04-02-2024 SITE VISIT
EGLE PERMIT
OWNER REVIEW
04-08-2024
04-12-2024
04-18-2024 REVISED PER COMMENTS
HRC
J.A.R.
N.J.K.
J.F.B.
Know what'sbelow.
before you dig.Call
(TOLL FREE)
811or
1-800-482-7171
BEFORE YOU DIG
(3 WORKING DAYS)
72 HOURS
CALL MISS DIG
CALL811.COM
R
THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.
PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY
ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.
OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR
RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,
SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND
ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC
NOTICE:
ENGINEERING DEPARTMENT
CITY OF BIRMINGHAM
DREDGING
MAINTENANCE
QUARTON LAKE
2025 - 2029
CITY CONTRACT No. 15-24(M)
OF SECTION 26, T2N, R10E4
1PART OF THE SE
OAKLAND COUNTY
08-01-2024 EGLE REQUIREMENTS
02-20-2025 ISSUED FOR BIDS
RAYNALE
QUARTON
BLOOMFIELD
B A
L D
W
IN
C T . A T
E N
C T
B R
IE
R
B O
N N
IE
P L
E A
S A
E
S T
A N
L E
Y
R O U G E
R
IV
E R
ROUGE
RI
VER
N
N.T.S.
LOCATION
PROJECT
W O
O D
W A
E . (M
1)
COLONIAL
CT.
REDDING
W
IL
L
N E
L A
K E S
ID
E
O
L E
M
C O
U R
T
OAK
M
ID
LAND
OAK
C H
E S
T E
R F
IE
L D
F A
IR
F A
X
S U
F F
IE
L D
P
IL
G R
IM
P U
R
IT
A N
L A
K E P
A R
K
MAPLE
PINE
CT.
L A
K E
V
IE
W H A
Z E
L
W O
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49137
JAMES
BURTON
DATE ADDITIONS REVISIONSAND/OR
OAKLAND COUNTY, MICHIGAN
GORDON RINSCHLER
STUART LEE SHERMAN
PAUL O’MEARA
LAURA BROSKI
Mayor
Mayor Pro-Tem
Commission Members
City Manager
City Clerk
City Engineer
LOCATION
PROJECT
PLAN INDEX
SHEET NO.DESCRIPTION
ROBERT J. BRUNER, JR. BIRMINGHAM
N
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
WEB SITE: http: / / www.hrc-engr.com
FAX (1st. Floor): (248) 454-6312
FAX (2nd. Floor): (248) 338-2592
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
a C
Consulting Engineers
HUBBELL, ROTH & CLARK, INC
COVER SHEET
PROJECT NOTES
JOINT PERMIT No: 11-63-0129-P
D-1
L A
K E
V I E
W
C O
V I N
G T
C R
A N
B R
O
LINCOLN DR.
35 36
S O
U T
H F I E
14 MILE RD.
W O
O D
W A
E . (M
1)
MAPLE
E T
O N
A D
A M
S
QUARTON RD.
OAK
PINE
MAPLE
P I L
G R I
M
L A
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P A
R K
G .T .W . R
R
C O
O L I D
G E
L A
K E S
ID
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CONTROL DETAILS
OCWRC SOIL EROSION & SEDIMENTATION
MARK NICKITA
GEORGE DILGARD
RACKELINE J. HOFF
TOM McDANIEL
SCOTT MOORE
CITY OF BIRMINGHAM
7-16-12 ISSUED FOR OWNER’S REVIEW
QUARTON LAKE OAK STREET DRYING BEDS
LANDSCAPE DETAILS
LANDSCAPE PLAN
ISSUED FOR BIDS
D-2LANDSCAPE DETAILS
CONTRACT NO. 8-12 (M)
8-2-12
7-23-12 ISSUED FOR OWNER’S REVIEW
OAK & LAKESIDE
TOP BRONZE DISC. @ N.E. COR.
N. SIDE MAPLE OPP. HAWTHORNE
TOP S.E. BOLT ON LAMP POLE BASE
LAKE PARK, 50’ N. OF PINE ST.
VERT. PK W. ROOT 24" MAPLE W. SIDE
@ HSE. #633
PK. E. FACE 24" ELM W. SIDE LAKE PARK
@ HSE. #715
S. CHAIN ON HYD W. SIDE LAKE PARK
@ N. SIDE DR. TO HSE. #875.
PK E. SIDE 24" ELM W. SIDE LAKE PARK
ELEVATION DESCRIPTION
746.74
733.36
759.01
751.73
746.54
744.37
BENCH MARKS
C
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G H
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T I jrec Text Box
REFERENCE ONLY
PROJECT NOTES
ALL RIGHT AND LEFT STREAMBANKS / CROSS SECTIONS ARE FACING DOWNSTREAM PER PLAN.
STREAMBANK DIRECTIONS:
248-530-1700
BIRMINGHAM, MI 48009
851 S. ETON RD.
RICK CLARK
CITY OF BIRMINGHAM
(810) 244-3500
FLINT, MICHIGAN 48532
4074 S. LINDEN ROAD
GREG SERICH
McLEOD USA
EMER: (800) 515-7272
(248) 456-0820
PONTIAC, MICHIGAN 48342
54 N. MILL ST., BOX 32
LARRY ZDAN
AT&T
(517) 304-2946
EAST LANSING, MICHIGAN 48823
SUITE 400
612 WEST LAKE LANSING ROAD
CHRIS LENTINE
NORLIGHT TELECOMMUNICATIONS
(989) 879-8798
PINCONNING, MICHIGAN 48650
100 SECOND STREET
MICHAEL BERGERON
CENTURYTEL MICHIGAN NETWORK
EMER:
(248) 433-5618
ROYAL OAK, MICHIGAN 48073
4600 COOLIDGE HWY.
ROYAL OAK OFFICE
JOHN HILL
CONSUMER ENERGY CO.
EMER: (800) 477-4747
(586) 457-3256
SYLVAN LAKE, MICHIGAN 48320
1970 ORCHARD LAKE ROAD
MARK COLLINS
DETROIT EDISON UNDERGROUND
(248) 427-2982
FARMINGTON HILLS, MICHIGAN 48335
37849 INTERCHANGE DRIVE
JIM HAMMOND
DETROIT EDISON
THE FOLLOWING UTILITY COMPANIES MAY HAVE FACILITIES WITHIN THE PROJECT LIMITS:
UTILITIES:
NO SCALE
TO BE STAKED IN THE FIELD.
DREDGING SHOULD BE BASED ON SURVEYED CROSS SECTIONS AND PROFILES. ACTUAL ELEVATIONS
ALL TOPOGRAPHIC CONTOURS ARE BASED ON GIS DATA TO MATCH FEMA FLOODPLAIN BOUNDARIES.
TOPOGRAPHIC CONTOURS:
DRYING BEDS
OAK STREET
QUARTON LAKEALL GRAVEL ACCESS DRIVES TO BE 2"- 3" CRUSHED CONCRETE.
ALL UTILITY CROSSINGS TO HAVE A MINIMUM OF 18 INCHES VERTICAL CLEARANCE (TYPICAL).
PAY ITEMS.
AND ALL COSTS ASSOCIATED SHALL BE INCLUDED IN THE UNIT BID PRICES FOR THE OTHER
ANY DEWATERING NECESSARY TO CONSTRUCT THIS PROJECT SHALL BE CONSIDERED INCIDENTAL
GEOTECHNICAL FIRM IF PROVIDED IN THE SPECIFICATIONS.
CONTRACTOR IS TO REVIEW SOIL BORING DATA AND RECOMMENDATIONS AS PREPARED BY THE
IN AREA.
CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES WITH OTHER CONTRACTORS WORKING
BIRMINGHAM OR PROJECT ENGINEER PRIOR TO THE START OF CONSTRUCTION.
ACCESS TO AREAS OUTSIDE OF PROJECT LIMITS TO BE APPROVED BY THE CITY OF
LATEST EDITION OF MMUTCD.
BY HIS OPERATIONS DURING CONSTRUCTION. SIGNS TO BE IN ACCORDANCE WITH THE
CONTRACTOR RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING TRAFFIC SIGNS DAMAGED
INSTALLED PER STANDARD SPECIFICATIONS.
OR AS DIRECTED BY THE PROJECT ENGINEER SHALL HAVE TEMPORARY PROTECTIVE MEASURES
MAINTAIN NATURAL APPEARANCE. ALL TREES INDICATED TO BE PROTECTED ON THE PLANS
ALL TREES AND SHRUBS REQUIRED TO BE TRIMMED/PRUNED SHALL BE DONE IN A MANNER TO
(10) FEET AND NO BORES WITHIN THREE (3) FEET FROM THE UTILITY POLES ARE ALLOWED.
FOR PROPOSED WORK IN AREAS CLOSE TO UTILITY POLES, NO EXCAVATIONS WITHIN TEN
AT ALL TIMES.
OCCUR IN THE FLOOD PLAIN LIMITS. FLOW IN THE FLOOD PLAIN IS TO BE MAINTAINED
UNLESS INDICATED ON THE PLANS, NO STORAGE OF MATERIAL, EQUIPMENT, ETC. SHALL
LIMITS OF CONSTRUCTION, INCLUDING EXISTING FENCING, LAWN, TREES, AND SHRUBBERY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE WALKS BEYOND THE
MISCELLANEOUS:
ACCORDANCE WITH THIS CONTRACT. PHONE (800)-482-7171.
NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE PERFORMED IN
SHOWN. PURSUANT TO ACT 53 OF THE PA OF 1974 AS A CONDITION OF THIS CONTRACT,
WILL NOT BE HELD RESPONSIBLE FOR ANY OMISSION OR VARIATIONS FROM THE LOCATIONS
BEST AVAILABLE DATA. THE CITY OF BIRMINGHAM AND HUBBELL, ROTH & CLARK, INC.
THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE
EXPENSE WHETHER SHOWN OR NOT.
THAT, WHERE NECESSARY, MONUMENT BOXES BE PLACED OR ADJUSTED AT THE CONTRACTOR’S
IT IS THE INTENT THAT ALL GOVERNMENT CORNERS ON THIS PROJECT BE PRESERVED AND
ANY ITEM OF WORK.
PERCENTAGE OF INCREASE OR DECREASE, ABOVE OR BELOW THE CONTRACT QUANTITY FOR
THERE WILL BE NO ADJUSTMENT IN THE CONTRACT UNIT PRICE REGARDLESS OF THE
RESTAKING OF UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL…
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