20250414_IFB_plans.pdf
PDF 10 MB Posted
- Attached to
- FY 2025/26 Road Improvement Project
- Solicitation number
- 20240257
- Issued by
- Oakland County, Michigan
About this file
The document is a comprehensive set of engineering and construction plans for the Village of Beverly Hills Fiscal Year 2025/26 Road Improvement Program, prepared by Hubbell, Roth & Clark, Inc. (HRC) for Oakland County, Michigan. The project involves the removal of approximately 23,600 square yards of existing asphalt pavement and installation of approximately 5,000 tons of Hot Mix Asphalt (HMA) on three primary roadways: Birwood Avenue (from Southfield Road to Bates Street and from Edgewood Road to Greenfield Road), Kirkshire Avenue (from Edgewood Road to Greenfield Road), and Nottingham Drive (from N. Nottingham Drive to Lahser Road). The project documents include detailed plan sheets, typical pavement sections, traffic control plans, removal plans, soil erosion and sedimentation control plans, and standard details for water main and sanitary sewer infrastructure.
The project will be funded through the Village of Beverly Hills' municipal budget and is scheduled for implementation in the fiscal year 2025/26. The engineering plans specify precise technical requirements, including pavement removal, station grading, aggregate base installation, HMA placement, structure adjustments, and site restoration. The project includes specific provisions for maintaining traffic during construction, protecting existing utilities, and managing soil erosion and sedimentation. Contractors will be required to follow detailed specifications for road construction, including pavement thickness, base material, joint sealing, and structural adjustments for manholes, catch basins, and other infrastructure elements. The project also incorporates standard details for water main connections, gate valves, and sanitary sewer construction, ensuring comprehensive infrastructure improvement.
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Text version
2018 Hubbell, Roth & Clark, Inc. All Rights ReservedC
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OAKLAND COUNTY, MICHIGAN
DATE ADDITIONS REVISIONSAND/OR
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.
Consulting Engineers
HUBBELL, ROTH & CLARK, INC
N
NO SCALE
VILLAGE OF BEVERLY HILLS
HRC JOB No. 20240257
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.
72 HOURS
BEFORE YOU DIG
(3 WORKING DAYS)
CALL MISS DIG
1-800-482-7171
(TOLL FREE)CALL811.COM
or 811 Know what's below.
Call before you dig.
VILLAGE COUNCIL
PLAN INDEX
SHEET NO.
JOHN GEORGE
ANDREW DRUMMOND
ROCK ABBOUD
RACHEAL HRYDZIUSZKO
TRACY KECSKEMETI
TIM MERCER
RYAN O'GORMAN
WARREN ROTHE
NEIL JOHNSTON
FY '25/26 ROAD IMPROVEMENT PROGRAM
V
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: F Y
IM
P R
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PRESIDENT, VILLAGE COUNCIL
PRESIDENT, PRO-TEM
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
VILLAGE MANAGER
DIRECTOR, DEPT. OF PUBLIC
SERVICES
COVER SHEET
PROJECT NOTES
TYPICAL PAVEMENT SECTIONS
TYPICAL DETAILS
MAINTAINING TRAFFIC PLAN
REMOVAL SHEETS
BIRWOOD AVENUE PLAN SHEETS
KIRKSHIRE AVENUE PLAN SHEETS
NOTTINGHAM DRIVE PLAN SHEETS
OCWRC SOIL EROSION & SEDIMENTATION CONTROLS
DESCRIPTION
A
B - C
D
E
F - G
1 - 4
5 - 6
7 - 8
SESC
PROJECT AREA
PROJECT AREA
LA
H
S E
R R
O
AD
NOTTINGHAM
BEVERLY
ROAD
ROAD
14 MILE
P
IE
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E
S O
U
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FI
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LD G
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N
FI
E
LD
KIRKSHIRE
BIRWOOD
BIRWOOD
B A
TE
S
N . N
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IN
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4-8-2025 ISSUED FOR PERMITS
LIC
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S N
DE
LANOS ISEFORP
No.
TATE FO ICIM
S
R E
E
NI
G
NE
H G
NA
6201052448
ENGINEER
SHEPLER
BRADLEY W.
4-15-2025 ISSUED FOR BIDS
ALL UTILITIES WITHIN THE 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 AS
APPLICABLE.
PRIOR TO WORK ON FACILITIES BELONGING TO THE ABOVE AGENCIES, A MINIMUM OF 72 HOURS NOTICE MUST BE
GIVEN IN ORDER TO INSURE PROPER INSPECTION BY THE RESPECTIVE AGENCIES.
CONCRETE, GRADE S3, SHALL BE USED TO ENCASE UTILITIES THAT ARE IN CLOSE PROXIMITY TO THE PROPOSED
CONSTRUCTION ONLY AS DIRECTED BY THE ENGINEER.
ALL EXPLORATORY WORK REQUIRED FOR LOCATING EXISTING UTILITIES SHALL NOT BE PAID FOR SEPARATELY
BUT SHALL BE INCLUDED IN THE CONSTRUCTION OF THE PROJECT.
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 RESPONSIBILITY TO SATISFY HIMSELF AS TO THEIR ACCURACY OR OF HIS
RESPONSIBILTY IN CASE UTILITIES HAVE BEEN CONSTRUCTED, RELOCATED OR REMOVED.
OWNERS OF PUBLIC UTILITIES WILL NOT BE REQUIRED TO MOVE ADDITIONAL POLES AND STRUCTURES THAT ARE
NOT SPECIFICALLY INDICATED AS SUCH ON THE PLANS.
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 PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL DIAL 800-482-7171 A MINIMUM OF 3 WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS, PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART
OF THE "MISS DIG" ALERT SYSTEM.
GENERAL:
MISCELLANEOUS:
REMOVAL NOTES:
MISC. ITEMS OF WORK:
SOIL EROSION AND SEDIMENTATION CONTROL:
SEDIMENT COLLECTED IN THE EXISTING DITCHES SHALL BE REMOVED AND DISPOSED OF PROPERLY
IN ACCORDANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS.
CONTRACTOR TO RESTORE ALL DITCHES TO EXISTING CONDITIONS IN ACCORDANCE WITH
RESTORATION NOTES.
LEGEND
STORM
SANITARY
WATERMAIN
GAS
UND. TELEPHONE
UND. ELECTRICAL
DECIDUOUS TREE
DECIDUOUS SHRUB
CONIFERIOUS TREE
CONIFERIOUS SHRUB
STUMP
& INLETS IN PAVEMENT
SQ. & RD. CATCH BASINS
STORM MANHOLE & PIPE END
UNSPECIFIED MH.
RISER & DOWN SPOUT
PUMP STATION
FIRE HYDRANT
GATE & VALVE, & WELL
CISTERN & WELL
WATER STOP BOX
& SPRINKLER HEAD
WATER TOWER BASE
& METER PIT
UTILITY POLE
LIGHT POLE
GUY WIRE ANCHOR
UNDERGROUND MARKER
RISER
GAS BOX & BLOW OFF
BUILD. CORNER
& 1st FLOOR ELEV.
OF DITCH
& TOE OF SLOPE
TOP OF BERM
TOP OF BANK & RIDGE
EDGE OF WATER
& WATER SURFACE
HEADWALL & RETAINING WALL
SIGNS & SIGN POST
LOCAL LOW POINT
& LOCAL HIGH POINT
BENCH MARK SYMBOL
TRAVERSE LINE
& TRAVERSE POINT
DEAD TREE
C
REMOVE
ABANDON
ABANDON
REMOVE R
A
(INC.)
& TOE OF BERM
L
INCIDENTAL TO
PROJECT CONSTRUCTION
RECON
ADJADJUST STRUCTURE
RECONSTRUCT STRUCTURE
PROPOSED DITCHING
REMOVE TREE
RESTORATION:
CONTACTS:
THE FOLLOWING CONTRACTS HAVE INTERESTS IN THIS PROJECT:
CONSUMERS ENERGY CO.
CHERI PAYNE
14500 DIXIE HWY.
HOLLY, MI 48442
(248) 497-5771
EMER: (800) 477-5050
DETROIT EDISON UNDERGROUND
DENNIS MERCER
37849 INTERCHANGE DR.
FARMINGTON HILLS, MICHIGAN 48335
(248) 427-2954
DETROIT EDISON PLANNING
37849 INTERCHANGE DRIVE
FARMINGTON HILLS, MICHIGAN 48335
JIM HAMMOND
(248) 427-2982
JONATHAN WEIRATH
(248) 427-2952
OAKLAND COUNTY WATER
RESOURCES COMMISSIONER
RUTH ALLOR (WATER)
22430 W. EIGHT MILE ROAD
SOUTHFIELD, MICHIGAN 48033
(248) 356-6299, (248) 356-6218
AT&T
JEFFERSON DAVIS
54 N. MILL ST.
PONTIAC, MICHIGAN 48342
(248) 622-8711
JD3832@ATT.COM
WINDSTREAM
GREG SERICH
4074 S. LINDEN ROAD
FLINT, MICHIGAN 48507
(810) 244-3500
SOCWA
3910 WEBSTER ROAD
ROYAL OAK, MICHIGAN 48073
BOB JACKOVICH
(248) 229-9815
COMCAST
MIKE MARLOW
41112 CONCEPT DR.
PLYMOUTH, MI 48170
(313) 304-9996
LS
LS
LS
CYD
ALL EXCAVATED MATERIAL AND MILLINGS TO BE REMOVED OFFSITE BECOMES THE PROPERTY OF THE CONTRACTOR.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER DISPOSAL IN ACCORDANCE WITH LOCAL, COUNTY, STATE
AND FEDERAL REGULATIONS.
SAW CUTTING FOR MILLING OPERATIONS MAY BE REQUIRED AND IT WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE UNIT BID PRICE FOR "HMA SURFACE, REM" OR "BUTT JOINT" UNLESS OTHERWISE INDICATED
ON THE PLANS.
EXISTING PAVEMENT TO BE REMOVED PAID AS "HMA SURFACE, REM" TO INCLUDE PROPER DISPOSAL OF MATERIALS
OFFSITE OR APPROVED REUSE AS SPECIFIED BY THE PROJECT ENGINEER.
ADDITIONAL COMPENSATION WILL NOT BE MADE FOR UNDERCUTS DUE TO CONTRACTOR'S FAILURE TO PROTECT
OPEN GRADE.
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 OR MAY
NOT BE SHOWN ON THE PLANS.
LIMITATIONS ON PRIVATE WORK: DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL NOT PEFORM WORK BY PRIVATE AGREEMENT WITH THE PROPERTY OWNERS ADJACENT TO THE PROJECT WITHOUT PRIOR VILLAGE CONSENT. WORK MAY BE ALLOWED WHEN REQUESTED BY THE VILLAGE, BUT ONLY WITH WRITTEN CONSENT.
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 BE REQUIRED TO NOTIFY THE LOCAL PUBLIC SAFETY DEPARTMENTS, POST OFFICE AND
RCOC 24 HOURS IN ADVANCE OF PROPOSED ROAD CLOSURES.
CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES WITH OTHER CONTRACTORS WORKING IN THE AREA.
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 CONTRACTOR SHALL NOT EXCAVATE UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY TO CHECK OR RESTAKE THEIR LOCATIONS. ANY DELAYS INCURRED, DUE TO THE CHECKING 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.
IT IS THE INTENT THAT ALL GOVERNMENT CORNERS ON THIS PROJECT BE PRESERVED AND THAT, WHERE NECESSARY, MONUMENT BOXES BE PLACED OR ADJUSTED, AT THE CONTRACTOR'S EXPENSE WHETHER SHOWN OR NOT.
PROPERTY OWNER'S NAMES, WHERE SHOWN, ARE FOR INFORMATION ONLY, AND THEIR ACCURACY IS NOT GUARANTEED.
THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE DATA.
THE VILLAGE OF BEVERLY HILLS & HUBBELL, ROTH AND CLARK, INC. WILL NOT BE HELD RESPONSIBLE FOR ANY OMISSIONS OR VARIATIONS FROM THE LOCATIONS SHOWN. PURSUANT TO ACT 53 OF THE PA OF 1974 AS A CONDITION OF THIS CONTRACT NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE
PERFORMED IN ACCORDANCE WITH THIS CONTRACT. PHONE (800)-482-7171 OR 647-7344.
CONTRACTOR TO SUBMIT DETAILED CONSTRUCTION SEQUENCE AT THE PRECONSTRUCTION MEETING NOTING ALL CHANGES TO PROPOSED SCHEDULE OF WORK OR WORK PROPOSED TO OCCUR CONCURRENTLY WITH OTHER ITEMS OF WORK.
MOBILIZATION
COLOR AUDIO-VIDEO ROUTE SURVEY
MAINTAINING TRAFFIC
SOIL EROSION AND SEDIMENTATION CONTROL
SUBGRADE UNDERCUTTING, TYPE IV (AS NEEDED)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY BEYOND THE LIMITS OF CONSTRUCTION, INCLUDING EXISTING FENCING, LAWN, TREES, SHRUBBERY AND ANY AREAS AFFECTED BY IMPACTS OF CONSTRUCTION SUCH AS INSUFFICIENT IRRIGATION DUE TO DAMAGE TO SPRINKLER SYSTEM, UNCONTROLLED DUST, DIRT AND DEBRIS
COLLECTION, EXCESSIVE VIBRATORY IMPACTS, ETC.
RESTORE ALL AREAS WITH TOPSOIL SURFACE, FURN, 3" DEEP, SEEDING MIXTURE, THM, MULCH BLANKET AND FERTILIZER, CHEMICAL NUTRIENT CL. A OR ENGINEERED FIBER MATRIX (EFM) HYDROSEED UNLESS OTHERWISE
DIRECTED BY PROJECT ENGINEER.
TOPSOIL PLACED AT A DEPTH GREATER THAN 3" SHALL BE COMPACTED IN 2 OR MORE LIFTS.
THE CONTRACTOR SHALL WATER ALL RESTORATION IN ACCORDANCE WITH MDOT 2020 STANDARD SPECIFICATIONS
FOR CONSTRUCTION SECTION 816 UNDER THE ITEM "WATER SODDING/SEEDING".
WATER REQUIRED FOR TURG GRASS ESTABLISHMENT SHALL BE INCLUDED IN THE UNIT PRICE FOR SITE RESTORATION. WATER REQUIRED FOR COMPACTION SHALL BE INCLUDED IN THE COST OF CONSTRUCTION FOR THIS
PROJECT.
ALL AREAS DISTURBED BY THE CONTRACTOR AND/OR HIS SUBCONTRACTOR BEYOND THE NORMAL CONSTRUCTION LIMITS OF THIS PROJECT SHALL BE SEEDED AS SPECIFIED OR DIRECTED BY THE ENGINEER. NO ADDITIONAL PAYMENT OR
COMPENSATION WILL BE ALLOWED FOR THIS ACTIVITY.
RESTORATION SHALL BE PLACED ON SHOULDERS AT A DEPTH BELOW THE EDGE OF PAVEMENT TO ALLOW ROADWAY
SURFACE WATER TO UNIFORMLY SHEET FLOW TO DITCHES.
ALL FINAL GRADED AREAS TO BE RESTORED WITHIN SEVEN (7) DAYS OF COMPLETION.
CONTRACTOR TO CHECK ON SEED GROWTH & SUPPLEMENT AS NEEDED.
CONTRACTOR TO PROTECT EXISTING SPRINKLER & LIGHTING SYSTEMS TO EXTENT POSSIBLE. IF DAMAGE IS UNAVOIDABLE, REPAIR OR TEMPORARILY MODIFY SYSTEM TO KEEP IRRIGATION ZONES NOT IMPACTED IN SERVICE WITHIN FIVE (5) DAYS DURING CONSTRUCTION. THE CONTRACTOR IS TO RESTORE EACH SYSTEM TO ITS EXISTING CONDITION AFTER CONSTRUCTION. SPRINKLER SYSTEMS SHALL NOT BE COVERED WHEN PLACING TOPSOIL, SEED AND MULCH. THE CONTRACTOR IS TO RESTART THE SPRINKLER SYSTEM WITH THE PROPERTY OWNER AND/OR REPRESENTATIVES OF THE VILLAGE OF BEVERLY HILLS AND ADJUST ALL INDIVIDUAL SPRINKLERS TO PROPERLY COVER THEIR INTENDED AREA(S). REFER TO SECTION 02810 FOR ADDITIONAL DETAILS AND REQUIREMENTS. ALL
WORK SHALL BE CONSIDERED INCLUDED IN THE COST OF THE PROJECT.
EXISTING MAILBOXES TO BE DISTURBED BY CONSTRUCTION ON THE PROJECT SHALL BE TEMPORARILY RESET ALONG THE OWNER'S DRIVEWAY OR ALONG AN INTERSECTING STREET, BEYOND THE LIMITS OF CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE MAILBOXES SHALL BE RESET OR REPLACED IN KIND BY THE CONTRACTOR IN ACCORDANCE WITH POSTAL REGULATIONS WITHIN SEVEN (7) DAYS OF COMPLETION OF WORK WITHIN AFFECTED THE TEMPORARY RESETTING AND FINAL PLACEMENT OF THE MAILBOXES SHALL BE CONSIDERED INCLUDED IN THE COST
OF THE PROJECT.
SEVERAL PAY ITEMS INCLUDED IN THE PROPOSAL ARE NOT SPECIFICALLY SHOWN ON THE PLANS. THESE ITEMS SHALL BE CONSTRUCTED AS DIRECTED BY THE PROJECT ENGINEER OR USED AS NEEDED. SEE CONTRACT DOCUMENTS OR MDOT 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION FOR PAY ITEM SPECIFICS. THEY ARE:
PROJECT NOTES
N.T.S.
A
AWM
AWM
JTN
BWS
PERMITS REQUIRED
OCWRC SESC PERMIT PERMIT NO.
RCOC ROW PERMIT PERMIT NO.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
2024 Hubbell, Roth & Clark, Inc. All Rights ReservedC
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
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VILLAGE OF BEVERLY HILLS
FY 25/26 PAVING PROGRAM
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20240257
April 2025
ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)
33 34 34 35
36ROAD
NORTHLAWN BLVD.
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72 HOURS
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DEPARTMENT OF PUBLIC SERVICES
NEIL JOHNSTON, DIRECTOR
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JTN
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72 HOURS
BEFORE YOU DIG
(3 WORKING DAYS)
CALL MISS DIG
1-800-482-7171 (TOLL FREE)CALL811.COM or 811
Know what's below.
Call before you dig.
4-8-2025 ISSUED FOR PERMITS
PAVEMENT NOTES:
1. CONTRACTOR TO REVIEW PAVEMENT CORES IN THE SPECIFICATIONS FOR MATERIAL AND THICKNESS OF EXISTING PAVEMENT, BASE
AND SUBGRADE.
2. HMA MIXTURES SHALL NOT BE PLACED UNTIL SURFACE HAS BEEN INSPECTED AND APPROVED BY THE PROJECT ENGINEER.
3. ALL SOIL EROSION CONTROL MEASURES MUST BE REMOVED FROM THE ROAD RIGHT(S)-OF-WAY PRIOR TO ACCEPTANCE OF THE
PROJECT.
4. PLATE OFF STRUCTURES DURING STATION GRADING AND LEVELING COURSE INSTALLATION ADJUST STRUCTURE PRIOR TO PLACING
FINAL LIFT OF ASPHALT OR CONCRETE PAVEMENT.
5. INSTALL LONGITUDINAL JOINT SEALANT ALONG THE ENTIRE LENGTH OF THE CENTERLINE JOINT IN THE ROADWAY PRIOR TO
PLACEMENT OF THE FINAL LAYER OF 4EML. PAID FOR AS "LONGITUDINAL JOINT SEALANT - LFT". LONGITUDINAL JOINT SEALANT SHALL BE APPROX. 18 INCHES WIDE OR AS SPECIFIED IN THE SPECIAL PROVISION FOR LONGITUDINAL JOINT SEALANT.
6. THE INTENT OF THE CROSS SLOPE IS TO PROVIDE AN ADEQUATE CROWN FOR ROADWAY DRAINAGE. MAXIMUM CROSS-SLOPE SHALL BE 3%. ENGINEER WILL PROVIDE EXISTING EDGE OF ROAD LAYOUT STAKES. CONTRACTOR TO SET CROWN OF ROAD OFF OF
LOWEST EDGE ELEVATION.
7. UNDERCUTS SHALL BE IN ACCORDANCE WITH SUBGRADE UNDERCUTTING TYPE IV AS SPECIFIED IN THE MDOT 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR TO STOP EXCAVATION ACTIVITIES AT 12 INCHES IN DEPTH IF SOLID GROUND HAS NOT BEEN ENCOUNTERED TO ALLOW FOR AN ENGINEERING EVALUATION. HMA SURFACE, REM OF MILLED SURFACES TO
ACCOMMODATE SUBGRADE UNDERCUTTING WILL BE PAID FOR SEPARATELY.
HMA APPLICATION ESTIMATE
COURSE PERFORMANCE
GRADE ITEM
WEARING 58-28
HMA BOND
COAT, SS-1H FOR INFORMATION ONLY - NOT A PAY ITEM
RATE OF
APPLICATION
(Lb/Syd)
ESTIMATED
THICKNESS A.W.I.
4EML
0.10 Gal/Syd
3" - 11" ASPHALT (SEE
NOTE NO. 1)
13" - 25" CLAYEY
SAND AND SILTY CLAY
(SEE NOTE NO. 1)
CONSTRUCTION
LIMITS OF HMA SURFACE, REM - SYD
WIDTH VARIES 20 - 22 FT WIDE
EXCAVATION
NECESSARY TO
ACCOMMODATE FULL
PAVEMENT SECTION
AND SUPPORT THE
ADJACENT SLOPE
TO BE INCLUDED IN
THE UNIT PRICE BID
FOR "STATION
GRADING, TYPE II,
MOD"
SLOPE VARIES SLOPE VARIES
NOT TO SCALE
BIRWOOD AVENUE
TYPICAL CROSS SECTION (EXISTING)
POB TO STA. 14+00
SAWCUT (INC.)
SLOPE VARIES
EXISTING SUBGRADE
CONSTRUCTION
VARIES(6) VARIES(6)
NOT TO SCALE
BIRWOOD AVENUE
TYPICAL CROSS SECTION (PROPOSED)
POB TO STA. 14+00
EASTBOUND LANE
10-11' WIDE
WESTBOUND LANE
10-11' WIDE
UNDERCUT SECTION
(SEE PAVEMENT NOTE 7)
VARIES
SEE NOTE NO. 5
4.5" HMA, 4EML
LOCATION
260220 2"
REMOVE UP TO 14" OF EXISTING
SUBGRADE MATERIAL TO ALLOW
FOR INSTALLATION OF PROPOSED
PAVEMENT CROSS SECTION.
REMOVAL OF EXISTING SUBGRADE
MATERIAL SHALL BE INCLUDED IN
THE BID UNIT PRICE FOR
"STATION GRADING, TYPE II, MOD"
3.5" - 4" ASPHALT (SEE
NOTE NO. 1)
7" TO 20" OF ASPHALT MILLINGS/
PULVERIZED MATERIAL
CONSTRUCTION
LIMITS OF HMA SURFACE, REM - SYD
WIDTH VARIES 20 - 25 FT WIDE
EXCAVATION NECESSARY TO
ACCOMMODATE FULL PAVEMENT SECTION
AND SUPPORT THE ADJACENT SLOPE TO
BE INCLUDED IN THE UNIT PRICE BID FOR
"STATION GRADING, TYPE I, MOD"
SLOPE VARIES SLOPE VARIES
NOT TO SCALE
BIRWOOD AVENUE
TYPICAL CROSS SECTION (EXISTING)
STA. 14+00 TO 21+03 & STA. 39+92 TO POE
SAWCUT (INC.)
EXISTING BASE
CONSTRUCTION
VARIES(6) VARIES(6)
NOT TO SCALE
BIRWOOD AVENUE
TYPICAL CROSS SECTION (PROPOSED)
STA. 14+00 TO 21+03 & STA. 39+92 TO POE
EASTBOUND LANE
10-12.5' WIDE
WESTBOUND LANE
10-12.5' WIDE
UNDERCUT SECTION
(SEE PAVEMENT NOTE 7)
SEE NOTE NO. 5
4.5" HMA, 4EML
REMOVE EXISTING AGGREGATE
BASE MATERIAL TO MEET THE
GRADE AS SHOWN ON THE
DRAWINGS AND ACCOMMODATE
THE PROPOSED 4.5-INCH THICK
PAVEMENT SECTION, TO BE
PAID FOR AS "STATION
GRADING, TYPE I, MOD - STA"
PROTECT EXISTING DRIVEWAYS
PROTECT EXISTING DRIVEWAYS
PROTECT EXISTING
CONCRETE DRIVEWAY, HMA
DRIVEWAYS TO RECEIVE A
2' BUTT JOINT TO BLEND
NEW ROADWAY HMA
PROTECT EXISTING
CONCRETE DRIVEWAY, HMA
DRIVEWAYS TO RECEIVE A
2' BUTT JOINT TO BLEND
NEW ROADWAY HMA
LIMITS OF STATION GRADING, TYPE II, MOD - STA LIMITS OF STATION GRADING, TYPE I, MOD - STA
SLOPE VARIES
VARIES
6" (MIN)
SITE RESTORATION WITHIN
THE LIMITS OF STATION
GRADING TO BE PAID FOR
SEPARATELY.
EMBANKMENT AND COMPACTION
NECESSARY TO BACKFILL
ADJACENT TO THE NEW
PAVEMENT SECTION IN
PREPARATION OF SITE
RESTORATION TO BE INCLUDED IN
THE UNIT PRICE BID FOR
"STATION GRADING, TYPE II, MOD"
SITE RESTORATION WITHIN
THE LIMITS OF STATION
GRADING TO BE PAID FOR
SEPARATELY.
LEVELING 58-28 4EML BIRWOOD275 2.5"
4" AGGREGATE
BASE, 21AA8"-1"x3" CRUSHED
CONCRETE
BIRWOOD
3.5" - 4" ASPHALT (SEE
NOTE NO. 1)
PC-6:20.5" WET DARK
BROWN SAND
PC-7:12" ASPHALT
MILLINGS
CONSTRUCTION
LIMITS OF HMA SURFACE, REM - SYD
WIDTH VARIES 22 - 25 FT WIDE
SLOPE VARIES SLOPE VARIES
NOT TO SCALE
BIRWOOD AVENUE
TYPICAL CROSS SECTION (EXISTING)
STA. 34+13 TO 39+92
SAWCUT (INC.)
PROTECT EXISTING DRIVEWAYS
EXISTING BASE
CONSTRUCTION
VARIES(MATCH EX.) VARIES(MATCH EX.)
4.5" HMA, 4EML
NOT TO SCALE
BIRWOOD AVENUE
TYPICAL CROSS SECTION (PROPOSED)
STA. 34+13 TO 39+92
NORTHBOUND LANE
11-12.5' WIDE
SOUTHBOUND LANE
11-12.5' WIDE
UNDERCUT SECTION
(SEE PAVEMENT NOTE 7)
SEE NOTE NO. 5
PROTECT EXISTING
CONCRETE DRIVEWAY, HMA
DRIVEWAYS TO RECEIVE A
2' BUTT JOINT TO BLEND
NEW ROADWAY HMA
PROTECT EXISTING CURB
PROTECT EXISTING CURB
LIMITS OF STATION GRADING, TYPE I, MOD - STA
NOTE: ROAD MUST BE
MILLED OR SAWCUT PRIOR
TO PAVEMENT REMOVAL IN
CURBED SECTIONS
REMOVE EXISTING AGGREGATE
BASE MATERIAL TO MEET THE
GRADE AS SHOWN ON THE
DRAWINGS AND ACCOMMODATE
THE PROPOSED 4.5-INCH THICK
PAVEMENT SECTION, TO BE
PAID FOR AS "STATION
GRADING, TYPE I, MOD - STA"
SHOULDER TO BE
INSTALLED ALONG
ROADWAY BETWEEN EDGE
OF NEW PAVEMENT AND
UNDISTURBED SOIL. DEPTH
TO MATCH THAT OF THE
PROPOSED PAVEMENT
CROSS SECTION. TO BE
PAID FOR AS "SHLD, 21AA
- TON"
TYPICAL PAVEMENT SECTION
N.T.S.
C
AWM
AWM
JTN
BWSAPPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
2024 Hubbell, Roth & Clark, Inc. All Rights ReservedC
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
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April 2025
ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)
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D
G R
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FI
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D
LA
H
S E
R
R O
AD
72 HOURS
BEFORE YOU DIG
(3 WORKING DAYS)
CALL MISS DIG
1-800-482-7171 (TOLL FREE)CALL811.COM or 811
Know what's below.
Call before you dig.
4-8-2025 ISSUED FOR PERMITS
PAVEMENT NOTES:
1. CONTRACTOR TO REVIEW PAVEMENT CORES IN THE SPECIFICATIONS TO DETERMINE THICKNESS OF EXISTING PAVEMENT .
2. HMA MIXTURES SHALL NOT BE PLACED UNTIL SURFACE HAS BEEN INSPECTED AND APPROVED BY THE PROJECT ENGINEER.
3. ALL SOIL EROSION CONTROL MEASURES MUST BE REMOVED FROM THE ROAD RIGHT(S)-OF-WAY PRIOR TO ACCEPTANCE OF THE
PROJECT.
4. PLATE OFF STRUCTURES DURING STATION GRADING AND LEVELING COURSE INSTALLATION ADJUST STRUCTURE PRIOR TO PLACING
FINAL LIFT OF ASPHALT OR CONCRETE PAVEMENT.
5. INSTALL LONGITUDINAL JOINT SEALANT ALONG THE ENTIRE LENGTH OF THE CENTERLINE JOINT IN THE ROADWAY PRIOR TO
PLACEMENT OF THE FINAL LAYER OF 4EML. PAID FOR AS "LONGITUDINAL JOINT SEALANT - LFT". LONGITUDINAL JOINT SEALANT SHALL BE APPROX. 18 INCHES WIDE OR AS SPECIFIED IN THE SPECIAL PROVISION FOR LONGITUDINAL JOINT SEALANT.
6. THE INTENT OF THE CROSS SLOPE IS TO PROVIDE AN ADEQUATE CROWN FOR ROADWAY DRAINAGE. MAXIMUM CROSS-SLOPE SHALL BE 3%. ENGINEER WILL PROVIDE EXISTING EDGE OF ROAD LAYOUT STAKES. CONTRACTOR TO SET CROWN OF ROAD OFF OF
LOWEST EDGE ELEVATION.
7. UNDERCUTS SHALL BE IN ACCORDANCE WITH SUBGRADE UNDERCUTTING TYPE IV AS SPECIFIED IN THE MDOT 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR TO STOP EXCAVATION ACTIVITIES AT 12 INCHES IN DEPTH IF SOLID GROUND HAS NOT BEEN ENCOUNTERED TO ALLOW FOR AN ENGINEERING EVALUATION. HMA SURFACE, REM OF MILLED SURFACES TO
ACCOMMODATE SUBGRADE UNDERCUTTING WILL BE PAID FOR SEPARATELY.
HMA APPLICATION ESTIMATE
COURSE PERFORMANCE
GRADE ITEM
WEARING 58-28
HMA BOND
COAT, SS-1H FOR INFORMATION ONLY - NOT A PAY ITEM
RATE OF
APPLICATION
(Lb/Syd)
ESTIMATED
THICKNESS A.W.I.
4EML
0.10 Gal/Syd
3.75" - 4.5" ASPHALT
(SEE NOTE NO. 1)
9" TO 13" OF
CRUSHED
CONCRETE/LIMESTONE/GRAVEL
BASE COURSE
CONSTRUCTION
LIMITS OF HMA SURFACE, REM - SYD
WIDTH VARIES 22 - 25 FT WIDE PROTECT AND
SALVAGE EXISTING
SHOULDER
MATERIAL(BOTH SIDES)
TO EXTENT POSSIBLE
SLOPE VARIES SLOPE VARIES
NOT TO SCALE
KIRKSHIRE AVENUE
TYPICAL CROSS SECTION (EXISTING)
STA. 7+40 TO POE
SAWCUT (INC.)
PROTECT EXISTING DRIVEWAYS
6" - 7" ASPHALT (SEE
NOTE NO. 1)
PC-1:6" CRUSHED
CONCRETE BASE
PC-22:6" SATURATED
CLAY BASE
CONSTRUCTION
LIMITS OF COLD MILLING PAVT, 2 INCH - SYD
WIDTH VARIES 22 - 25 FT WIDE
SLOPE VARIES SLOPE VARIES
NOT TO SCALE
KIRKSHIRE AVENUE
TYPICAL CROSS SECTION (EXISTING)
POB TO STA. 7+40
SAWCUT (INC.)
PROTECT EXISTING DRIVEWAYS
UTILIZE EXISTING
AGGREGATE BASE
CONSTRUCTION
VARIES(6) VARIES(6)
NOT TO SCALE
KIRKSHIRE AVENUE
TYPICAL CROSS SECTION (PROPOSED)
STA. 7+40 TO POE
NORTHBOUND LANE
12' WIDE
SOUTHBOUND LANE
12' WIDE
UNDERCUT SECTION
(SEE PAVEMENT NOTE 7)
0-2'
VARIES
SEE NOTE NO. 5 4.5" HMA, 4EML
EXISTING BASE
CONSTRUCTION
VARIES(MATCH EX.) VARIES(MATCH EX.)
2" HMA, 4EML
NOT TO SCALE
KIRKSHIRE AVENUE
TYPICAL CROSS SECTION (PROPOSED)
POB TO STA. 7+40
NORTHBOUND LANE
11-12.5' WIDE
SOUTHBOUND LANE
11-12.5' WIDE
UNDERCUT SECTION
(SEE PAVEMENT NOTE 7)
SEE NOTE NO. 5
EXISTING HMA
ADD OR REMOVE EXISTING AGGREGATE
BASE MATERIAL TO MEET THE GRADE
AS SHOWN ON THE DRAWINGS AND
ACCOMMODATE THE PROPOSED
4.5-INCH THICK PAVEMENT SECTION,
TO BE PAID FOR AS "STATION
GRADING, TYPE I, MOD - STA"
LOCATION
260 NOTTINGHAM, ARCHERS,
ALLEN-A-DALE165 1.5"
LIMITS OF STATION GRADING, TYPE I, MOD - STA
PROTECT EXISTING
CONCRETE DRIVEWAY, HMA
DRIVEWAYS TO RECEIVE A
2' BUTT JOINT TO BLEND
NEW ROADWAY HMA
VARIES
PROTECT EXISTING
CONCRETE DRIVEWAY, HMA
DRIVEWAYS TO RECEIVE A
2' BUTT JOINT TO BLEND
NEW ROADWAY HMA
SITE RESTORATION WITHIN
THE LIMITS OF STATION
GRADING TO BE PAID FOR
SEPARATELY.
WEARING 58-28 4EML 260 KIRKSHIRE220 2"
1" - 2.25" ASPHALT (SEE
NOTE NO. 1)
5.5" - 6.75" CONCRETE
CONSTRUCTION
LIMITS OF COLD MILLING PAVT, PROFILE - SYD
25 FT WIDE
SLOPE VARIES SLOPE VARIES
NOT TO SCALE
NOTTINGHAM, ARCHERS, ALLEN-A-DALE
TYPICAL CROSS SECTION (EXISTING)
POB TO POE
SAWCUT (INC.)
PROTECT EXISTING DRIVEWAYS
EXISTING CONCRETE
CONSTRUCTION
VARIES(MATCH EX.) VARIES(MATCH EX.)
3.5" HMA, 4EML
NOTTINGHAM, ARCHERS, ALLEN-A-DALE
TYPICAL CROSS SECTION (PROPOSED)
POB TO POE
WESTBOUND LANE
12.5' WIDE
EASTBOUND LANE
12.5' WIDE
UNDERCUT SECTION
(SEE PAVEMENT NOTE 7)
SEE NOTE NO. 5
PROTECT EXISTING
CONCRETE DRIVEWAY, HMA
DRIVEWAYS TO RECEIVE A
2' BUTT JOINT TO BLEND
NEW ROADWAY HMA
PROTECT EXISTING CURB
PROTECT EXISTING CURB
COLD MILLING, PAVT
CONCRETE PORTION
3.5" COLD MILLING DEPTH
2" COLD
MILLING
DEPTH
NOT TO SCALE
EXCAVATION NECESSARY TO
ACCOMMODATE FULL PAYMENT SECTION
AND SUPPORT THE ADJACENT SLOPE TO
BE INCLUDED IN THE UNIT PRICE BID FOR
"STATION GRADING, TYPE _, MOD"
EX. SIDEWALK
SHOULDER TO BE
INSTALLED ALONG
ROADWAY BETWEEN EDGE
OF NEW PAVEMENT AND
UNDISTURBED SOIL. DEPTH
TO MATCH THAT OF THE
PROPOSED PAVEMENT
CROSS SECTION. TO BE
PAID FOR AS "SHLD, 21AA
-TON"
EX. SIDEWALK
PROTECT EXISTING CURB
PROTECT EXISTING CURB
NOTE: ROAD MUST BE
MILLED OR SAWCUT PRIOR
TO PAVEMENT REMOVAL IN
CURBED SECTIONS
LEVELING 58-28 4EML 260 NOTTINGHAM, ARCHERS,
ALLEN-A-DALE220 2"
LEVELING 58-28 4EML 260 KIRKSHIRE275 2.5"
9" HMA, 4EML;
INSTALLED IN 4 LIFTS
8" 21AA AGGREGATE
NOT TO SCALE
RCOC DEEP STRENGTH PAVEMENT REPLACEMENT
EXISTING SUBGRADE
PAVT REPR, NONREINF
CONC, 7 INCH,
SPECIAL
8" 21AA AGGREGATE
(INCLUDED IN UNIT
PRICE FOR "SUBGRADE
UNDERCUTTING, TYPE IV"
NOT TO SCALE
CONCRETE REPAIR SECTION OF MILLED SURFACES
FROM SUBGRADE UNDERCUT
EXISTING SUBGRADE
EXISTING CONCRETE
PROPOSED HMA
CROSS SECTION TO
BE PLACED ABOVE
4" HAND PATCHING, 4
EML - TON (2 LIFTS)
8" 21AA AGGREGATE
(INCLUDED IN UNIT
PRICE FOR "SUBGRADE
UNDERCUTTING, TYPE IV"
NOT TO SCALE
HMA REPAIR SECTION OF MILLED SURFACES
FROM SUBGRADE UNDERCUT
EXISTING SUBGRADE
EXISTING HMA
PROPOSED HMA
CROSS SECTION TO
BE PLACED ABOVE
EXISTING
PAVEMENT
2 IN
2' MIN.
MILL EXISTING
PAVEMENT
EXISTING SUBGRADE
NOT TO SCALE
BUTT JOINT
NOTE:
1. ALL LABOR, EQUIPMENT AND MATERIAL TO MILL EXISTING PAVEMENT
SHALL BE INCLUDED IN THE BID UNIT PRICE FOR "BUTT JOINT - LFT".
TYPICAL DETAILS
N.T.S.
D
AWM
AWM
JTN
BWS
SAWCUT (INC.)
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
HRC JOB NO.
DATE
SCALE
ADDITIONS AND/OR REVISIONS
SHEET
NO.
OF
2024 Hubbell, Roth & Clark, Inc. All Rights ReservedC
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
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April 2025
ORIGINAL PLOT SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)
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C R E SCENT
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PI
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D
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FI
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LA
H
S E
R
R O
AD
72 HOURS
BEFORE YOU DIG
(3 WORKING DAYS)
CALL MISS DIG
1-800-482-7171 (TOLL FREE)CALL811.COM or 811
Know what's below.
Call before you dig.
4-8-2025 ISSUED FOR PERMITS
STRUCTURE ADJUST NOTES:
1. ALL MANHOLE STRUCTURES WITHIN THE ROADWAY ARE REQUIRED TO BE ADJUSTED PRIOR TO
PAVING.
2. ALL STRUCTURES SHALL BE ADJUSTED AFTER MILLING OPERATIONS OR LEVELING COURSE
INSTALLATION BUT PRIOR TO FINAL WEARING COURSE INSTALLATION. STRUCTURES THAT
REQUIRE ADJUSTMENT OR READJUSTMENT AFTER THE WEARING COURSE HAS BEEN INSTALLED
MUST USE THE ROTARY CORE METHOD AT NO ADDITIONAL COST TO THE OWNER.
3. MASONRY BRICK MAY BE USED WHERE THE ADJUSTMENT HEIGHT REQUIRED CANNOT BE
ACHIEVED WITH PRE-CAST CONCRETE GRADE RINGS.
4. FINAL RIM ELEVATION, WHERE NOT SPECIFIED, SHALL BE FLUSH WITH PROPOSED PAVEMENT
GRADES TO PROVIDE A SMOOTH TRANSITION.
5. TYPICAL DETAILS PROVIDED ARE FOR GENERAL REFERENCE ONLY. FIELD CONDITIONS MAY
VARY. REFER TO THE PROJECT SPECIFICATIONS.
6. "STRUCTURE ADJUST" LIMITS INCLUDE UP TO 18 INCHES IN DEPTH MEASURED FROM THE
BOTTOM OF THE FRAME.
7. STRUCTURE ADJUST SHALL INCLUDE EXPOSING ALL ADJUSTMENT MATERIAL (OR 18 INCHES
BELOW OF THE FRAME WHICH EVER IS GREATER) AND WRAPPING THE STRUCTURE IN
ACCORDANCE WITH THE ADJUSTMENT DETAILS AS SHOWN ON THIS SHEET.
8. IT IS THE INTENT OF THIS PROJECT, TO SALVAGE AND REUSE THE EXISTING FRAME AND
COVER FOR ALL STRUCTURES WITHIN THE ROADWAY. FRAME AND COVERS NOT FIT FOR
REUSE WILL BE REPLACED AT THE DISCRETION OF THE PROJECT ENGINEER AND WILL BE
PAID FOR SEPARATELY.
SCALE:
STRUCTURE, ADJUST
MIN. 6'
M
IN
. 6
SAWCUT LINE
AT EX. HMA
HAND
PATCH
ALL VOIDS
BEYOND
CONCRETE
COLLAR,
4EML HMA
C O
N C
R E
TE
M
A T
C H
B O
TT
O
M O
F E
X
P V
M T
O R
M
IN
(W H
IC
H
E V
E R
IS
G
R
EA
TE
R
JOINT (TYP.)
H M
A P
A T
C H
IN
G
4E
M L
M A
TC
H
C O
N C
R E
TE
TH
IC
KN
ES
S
3,500 PSI
CONCRETE
MATCH EX. ELEV.
NOTES:
1. TO BE USED PRIOR TO FINAL WEARING COURSE INSTALLATION ONLY.
2. NOT PERMITTED FOR USE AFTER FINAL WEARING COURSE IN INSTALLED UNLESS THE ROTARY CORING
METHOD IS NOT FEASABLE
3. SEAL ALL OVERCUTS UPON COMPLETION OF WORK
4. FOR STRUCTURES IN THE CURB LINE, SAW CUT AND REMOVE CURB AND GUTTER ASSOCIATED WITH THE
ADJUSTMENT OF STRUCTURE, AND RESTORE IN-KIND.
5. FOR MANHOLES LOCATED IN SIDEWALK AND DRIVEWAY, SAWCUT AND REMOVE CONCRETE AT THE
NEAREST EXISTING JOINT LINES.
EX. CASTING
COVER
NONE
FOUR CADIUM COATED 5/8"
DIA. THREADED STUDS WITH
3/4"X2"X1/8" THICK METAL
WASHER, 3/4"X2"X1/16" THICK
NEOPRENE SEALING WASHER
AND NUTS.
ELASTOMERIC SEAL (PRESS
SEAL GASKET CO. ) EASY
STIK ALL WEATHER
TROWELABLE BUTYL
BK-0069-1) SPREAD OVER
ALL ADJUSTMENT MATERIAL.
GEOMEMBRANE 6 MIL.
PLASTIC COVER OVER BUTYL.
REMOVE ALL
STRUCTURALLY UNSOUND
MATERIAL OR UNTIL TOP
OF CORBEL IS ACHIEVED
SAND OR GRAVEL
BACKFILL COMPACTED
TO 95% DENSITY
VA
R
IE
S
BOTTOM OF CORBEL (TYP.)
PLASTER OUTSIDE BETWEEN BRICK
AND GRADE RING TRANSITION WITH 1
/ 2" CEMENT MORTAR
WALL WIDTH VARIES
(TYP. 4 FT TO 6 FT)
EXISTING MANHOLE
CONSTRUCTED OF
MASONRY UNITS
SCALE:
LOCATED IN PAVEMENT AREAS
APPROX.
EXCAVATION
LIMITS
ADJUSTMENT DETAIL - BRICK MANHOLE
TOP OF
CORBEL
REPLACE FRAME AND COVER
(AS NEEDED)
24" MIN.
E X
. R
IM
E
LE
V
H E
IG
H
T V
A R
IE
S
LOCATED IN PAVEMENT AREAS
ADJUSTMENT DETAIL - PRECAST MANHOLE
ELASTOMERIC SEAL (PRESS
SEAL GASKET CO. ) EASY
STIK ALL WEATHER
TROWELABLE BUTYL
BK-0069-1) SPREAD OVER
ALL ADJUSTMENT MATERIAL.
GEOMEMBRANE 6 MIL.
PLASTIC COVER OVER BUTYL.
3"(MIN.) OR 6" CONCRETE
GRADE RINGS WITH FINISH
TOP AND BOTTOM SURFACES,
SET (TOP & BOTTOM) IN
MORTAR OR BRICK AND
MORTAR. MAX. ADJUSTMENT
= 18"
REMOVE ALL
STRUCTURALLY
UNSOUND MATERIAL
(BRICK, BLOCK, OR
RINGS) OR UNTIL TOP
OF CONE IS ACHIEVED
SAND OR GRAVEL
BACKFILL COMPACTED
TO 95% DENSITY
TYPICAL MANHOLE
(PRECAST)
APPROX. EXCAVATION LIMITS
MORTAR
LOCATE AND SALVAGE
EXISTING DROP-IN
ANCHOR, IF PRESENT
EX. CONE
VA
R
IE
S
E X
. R
IM
E
LE
V
PAVEMENT REMOVAL BY
SAWCUTTING OR ROTARY CORE
(THIS SHEET)
3"(MIN.) OR 6" CONCRETE
GRADE RINGS WITH FINISH
TOP AND BOTTOM SURFACES,
SET (TOP & BOTTOM) IN
MORTAR . MAX. ADJUSTMENT
= 18"
SET CASTING IN 1 /
2" MORTAR BED -
NO BOLT DOWN
ASSEMBLY REQUIRED
2" MAX
1 / 2" MORTAR BED BETWEEN EACH COURSE
VA
R
IE
S
EX. PAVEMENT
PAVEMENT REMOVAL BY SAWCUTTING
OR ROTARY CORE (THIS SHEET)
REMOVE
EXISTING
FRAME
AND
COVER
REMOVE
EXISTING
FRAME
AND
COVER
REPLACE FRAME AND COVER
(AS NEEDED)
WHERE EXISTING DROP-IN
ANCHOR IS NOT PRESENT OR
CANNOT BE SALVAGED, DRILL 5
/ 8" DIA. 304 STAINLESS STEEL
THREADED WEDGE ANCHOR. FOR
REQUIRED ADJUSTMENT HEIGHT,
USE THREADED COUPLER OR
REQUIRED ANCHOR LENGTH.
VA
R
IE
S
24"
NONE
EX. CASTING
COVER
SCALE:
PROP. CORE
LIMITS
HAND
PATCH
ALL VOIDS
BEYOND
CORE
LIMITS,
5EML HMA
MATCH EX. ELEV.
EX. PAVEMENT
ROTARY CORING METHOD FOR STRUCTURE ADJUST
MIN. 6' CORE
3,500 PSI
CONCRETE
NOTES:
1. MAY BE USED FOR STRUCTURE ADJUSTS
AFTER FINAL WEARING COURSE INSTALLATION.
2. ROTARY CORING EQUIPMENT IS REQUIRED TO
HAVE A DEBRIS SHIELD PLACED AROUND
CORING LIMITS.
3. IF CONCRETE PAVEMENT IS GREATER THAN
7 INCHES, ADD A SECOND #5 BAR WITH AT
LEAST 2 INCH CONCRETE COVER AND 3
INCH SEPARATION
OUTER
CASTING
LIMITS.
EPOXY COATED #5
BAR CENTERED IN
PAVEMENT
THICKNESS
EPOXY COATED
#5 LANE TIES
(18"∅)
FOR EX.
CONCRETE PVMT.
IF APPLICABLE
NONE
TOP OF MILLED SURFACE
HMA WEARING COURSE
HMA WEARING COURSE
TOP OF MILLED SURFACE
US MAIL
MAILBOX RELOCATION
NOT TO SCALE
NOTE:
1. FINAL HEIGHT OF MAILBOX SHALL BE 42 INCHES ABOVE
PAVEMENT SURFACE.
2. LOCATE FACE OF MAILBOX 6 INCHES FROM EDGE OF
PAVEMENT OR BACK OF CURB.
3. IF EXISTING MAILBOX IS NOT REUSABLE, REPLACE W/
NEW 6' X 3 12" SLANT TOP TREATED MAILBOX POST TO BE
INCLUDED IN THE PRICE OF THE PROJECT.
6" (TYP)
ROAD SURFACE
TY
P) EDGE OF
PAVEMENT OR
BACK OF CURB
M
IN
8" MIN
ENCASE BASE OF POST
WITH 10" OF DRY-MIX
CEMENT, SAND, AND SOIL
COMBINED FULLY,
COMPACTED TO GRADE.
EDGE OF ROADWAY (TYP.)
HMA RIDGE
2" WIDE
(TYP.)
HMA BETWEEN CB
AND RIDGE TO BE
SLOPED TOWARD CB
TO ENCOURAGE
POSITIVE DRAINAGE
EJ TYPE 5000 FRAME M3
COVER W/ 4 HOLES (TYP.)
HMA USED AROUND CATCH
BASIN AND TO FORM THE HMA
RIDGE SHALL BE INCLUDED IN
THE BID UNIT PRICE FOR
"HMA, 4EML - TON"
CATCH BASIN LOCATED ON EDGE
OF ROADWAY DETAIL
NOT TO SCALE
PLAN VIEW
SECTION A-A
A
2"
PAVEMENT
THICKNESS AS
INDICATED ON
THE PLANS
A
9" M
IN
(TYP.)
9" MIN
(TYP.)
NOTE:
1. DETAIL ONLY APPLIES WHEN
EDGE OF ROAD DOES NOT
MATCH THE BACK EDGE OF
THE CATCH BASIN
F4 MODIFIED…
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