Gates Parking Combined CD set.pdf
PDF 5 MB Posted
- Attached to
- Gates parking lot expansion
- Solicitation number
- RFP DCS 260000002527 1
- Issued by
- Genesee County, Michigan
About this file
Summary of Gates Parking Combined CD Set
This file appears to be a combined compact disc (CD) set related to the Gates parking lot expansion project in Michigan. The documentation package contains comprehensive project information, technical specifications, and bidding materials necessary for contractors to prepare proposals for the parking lot expansion initiative. The file consolidates multiple documents into a single CD set format, serving as the primary reference material for interested bidders. While specific response deadlines, site visit schedules, and bidder conference dates are not detailed in the file identifier, this combined CD set represents the complete documentation package that would typically include scope of work details, project descriptions, supporting exhibits, and potentially addendum materials that define the project parameters and requirements.
The file serves as the central repository for all bidding information related to the Gates parking lot expansion project. This consolidated format allows for efficient distribution of project materials to potential bidders and ensures all parties have access to identical, complete documentation. The CD set approach suggests a formal procurement process with multiple documents and potentially large file sizes that benefit from physical or digital media distribution. Specific pricing structures, funding sources, set-asides, and contract terms would be contained within the individual documents compiled on this CD set but are not independently identified in this file summary.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Iran Economic Sanctions Act (1).docx (1).pdf | ||
| Gates Parking notice to bidders.pdf | ||
| Gates Parking Combined Spec set.pdf | ||
| Familial Disclosure Form.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
X
X
X X
X X
X X
X X
X
X X
X
X
X
EX
' A
SP
H
WA
LK
EX ASPH
PARKING
LOT
EX
' H
IG
H
CH
AI
NL
IN
K
FE
NC
E
EX 5' CONC WALK
EX
' C O
NC
W
AL
K
.1'
EX 4' HIGH CHAINLINK FENCE
4.
6'
BM-1
50' BUILDING SETBACK LINE
GRASS
G
G IR
IS
H R
O
AD
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
CAUTION!!! BURIED GAS SERVICE
DEMOLITION NOTES:
PERFORM ALL DEMOLITION, SITE CLEARING, GRADING, EXCAVATION, AND FILL WORK PER PROJECT SPECIFICATIONS AND LOCAL ORDINANCES/REQUIREMENTS, INCLUDING SAFETY, ACCIDENT PREVENTION, AND
FIRE REGULATIONS.
NOTIFY LOCAL BUILDING OFFICIALS AT LEAST 48 HOURS BEFORE STARTING DEMOLITION.
REMOVE ALL UNUSABLE DEBRIS FROM THE SITE AND DISPOSE OF IT PROPERLY OFFSITE. DIVERT RECYCLABLE
MATERIALS FROM LANDFILLS WHENEVER POSSIBLE.
DO NOT BURY DEBRIS, ROOTS, TOPSOIL, OR UNSUITABLE MATERIALS.
PROTECT ADJACENT PROPERTY, STRUCTURES, UTILITIES, GEOTHERMAL BORINGS, AND ALL SITE ELEMENTS TO REMAIN, (INCLUDING WALKS, PAVEMENTS, CURBS, GUTTERS, WALLS, FENCES, GATES, LANDSCAPING, AND TREES)
UNLESS OTHERWISE NOTED.
ASSUME TO SALVAGE AND RELOCATE ANY SIGNS OR MAILBOXES WITHIN CLEARING LIMITS- UNLESS OTHERWISE
NOTED FOR CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES, INCLUDING SIGNAGE, PLANS, BARRIERS, AND FLAG PERSONNEL, FOLLOWING THE LATEST MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION AND CONTINUE AS DEMOLITION
PROGRESSES.
FILL ALL DEMOLITION DEPRESSIONS WITH CLASS II MATERIAL IN 8" LIFTS COMPACTED TO 95% MAXIMUM UNIT
WEIGHT, UP TO PROPOSED SUBGRADE.
CONTRACTOR IS RESPONSIBLE FOR EARTHWORK CALCULATIONS, INCLUDING IMPORT/EXPORT OF MATERIALS.
REMOVE ALL EXCESS MATERIAL--INCLUDING TOPSOIL, CLEAN FILL, AND WASTE--FROM THE SITE.
MAINTAIN ACTIVE BUILDING STORM, SANITARY, AND WATER SERVICES UNTIL BUILDING DEMOLITION BEGINS.
UTILITY LOCATIONS SHOWN ARE APPROXIMATE; CONTRACTOR MUST FIELD VERIFY SIZE, DEPTH, AND INVERTS
BEFORE CONNECTING NEW UTILITIES.
UNLESS OTHERWISE NOTED, PROTECT ALL EXISTING UTILITIES TO REMAIN.
REFER TO ELECTRICAL PLANS FOR DEMOLITION REQUIREMENTS.
PROTECT ALL TREES TO REMAIN BY KEEPING CONSTRUCTION TRAFFIC, EQUIPMENT, AND MATERIAL STORAGE OUT OF MIN. 12 FT OF TREE TRUNKS OR INSIDE DESIGNATED TREE PROTECTION FENCING TO PROTECT TREE
ROOT ZONES.
WHERE FENCING IS NOT FEASIBLE IN HEAVY ‑TRAFFIC AREAS, PLACE A 4"-6" THICK RING OF WOOD CHIPS AROUND THE TREE TO REDUCE ROOT COMPACTION. THE RING SHALL EXTEND ONE FOOT FROM THE TRUNK FOR
EVERY INCH OF TRUNK DIAMETER.
PRUNE DAMAGED BRANCHES AS DIRECTED BY THE LANDSCAPE ARCHITECT OR CIVIL ENGINEER. COVER ANY
EXPOSED ROOTS WITHIN 6 HOURS.
CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY DAMAGED TREES AT THEIR EXPENSE. REPLACEMENT TYPE AND SPECIES SHALL BE CONFIRMED WITH THE LANDSCAPE ARCHITECT, AND INSTALLATION SHALL FOLLOW
PROJECT DRAWINGS AND SPECIFICATIONS.
PL
EA
SE
R
EC
YC
LE
TH
ES
E
D
RA
WI
NG
S
AN
D T
HE
W
O
RK
R
EP
RE
SE
NT
ED
T
HE
RE
IN
A
RE
T
HE
P
RO
PE
RT
Y O
F
AN
D
CO
PY
RI
G
HT
KI
NG
SC
O
TT
A
SS
O
CI
AT
ES
A
ND
M
AY
N
O T
BE
U
SE
D
O R
RE
PR
O D
UC
ED
WI
TH
O
UT
P
ER
M
IS
SI
O
N.
ISSUANCES DATE
JOB NO.
SHEET TITLE
SHEET NO.
KINGSCOTT ASSOCIATES INC. PORTAGE, MICHIGANC
PORTAGE | CHELSEA | GRAND RAPIDS | DETROIT
C2.10
DEMOLITION PLAN
2790.0B
G at es E le m en ta ry
S Ir is h
Ro ad
, D iv is io n, M
I 4
D av is on C om m un ity
S ch oo ls
Pa rk in g
Ex pa ns io n
CONSTRUCTION DOCUMENTS
8/17/2026
PROP SAN PIPE
PROP STM PIPE
PROP TOPO MAJOR
PROP TOPO MINOR
PROP WATER SUPPLY
PROP STANDARD DUTY
ASPHALT
PROP HEAVY DUTY
ASPHALT
PROP CONCRETE
PAVEMENT
PROP GRAVEL
LEGEND
PROP FIRE HYDRANT
PROP GATE VALVE
CO
PROP SANITARY MANHOLE
PROP FIELD CATCH BASIN
PROP CLEANOUT
PROP STORM MANHOLE
PROP CATCH BASIN
SYMBOL CODE DESCRIPTION
Demolition
PROTECT EXISTING ASPHALT PAVEMENT TO REMAIN.
REMOVE ASPHALT PAVEMENT TO FULL DEPTH. SAWCUT FULL DEPTH WHERE NEW
PAVEMENT WILL BE PLACED ADJACENT TO EXISTING PAVEMENT. EXCAVATE
EXISTING AGGREGATE BASE AS NECSSARY.
REMOVE VEGETATION AS SHOWN. CLEAR AND GRUB TO LIMITS SHOWN, INCLUDING
REMOVAL OF ALL BRUSH, SHRUBS, GRASS, ROOT BALLS, GRAVEL, STONES, AND
BOULDERS. STRIP TOPSOIL AND STOCKPILE ON SITE IN DESIGNATED LOCATION.
D-04
D-07
D-38
REFERENCE NOTES SCHEDULE
D-04
D-04
D-38
D-07
0 feet40
1" = 20'
20 60 80
D-38
AutoCAD SHX Text U
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 98 104
AutoCAD SHX Text
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
GRASS DRIVE
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
EX. SCHOOL SIGN
AutoCAD SHX Text
EDGE OF MULCH AREA
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
GRASS DRIVE
AutoCAD SHX Text 6"
AutoCAD SHX Text S
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 32' E-E
AutoCAD SHX Text 26' E-E
AutoCAD SHX Text
EX. 6" P-MP GAS
AutoCAD SHX Text
EX. 6" S-MP GAS
AutoCAD SHX Text
EX. 6" S-MP GAS
AutoCAD SHX Text
EX. 12" CMP STM.
AutoCAD SHX Text
EX. 18" CMP STM.
AutoCAD SHX Text
EX. 15" CMP STM.
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EX. 24" SAN. SEWER
AutoCAD SHX Text
EX. 24" SAN. SEWER
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
GRAVEL EDGE/TOP OF BANK
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EX. 8" HP BUCKEYE GAS
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EX. 8" HP BUCKEYE GAS
AutoCAD SHX Text
EX. 8" HP BUCKEYE GAS
AutoCAD SHX Text
EX. 20" WATERMAIN
AutoCAD SHX Text
EX. 20" WATERMAIN
AutoCAD SHX Text
EX. 20" WATERMAIN
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
(EX. ASPH. SURFACE)
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 661.06'
AutoCAD SHX Text B
AutoCAD SHX Text 662.39'
AutoCAD SHX Text
W 1/4 COR SEC. 20
AutoCAD SHX Text N01°54'20"W 2643.13' O.A.
AutoCAD SHX Text
60' BUILDING SETBACK LINE
X
X X
X X
X X
X X
X
X X
X
X
X
EX
' A
SP
H
WA
LK
EX ASPH
PARKING
LOT
EX
' H
IG
H
CH
AI
NL
IN
K
FE
NC
E
EX 5' CONC WALK
EX
' C O
NC
W
AL
K
.1'
EX 4' HIGH CHAINLINK FENCE
4.
6'
BM-1
50' BUILDING SETBACK LINE
GRASS
G
G IR
IS
H R
O
AD
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
3 79
795 795
PROP 275 LF OF SILT FENCE
LIMITS OF DISTURBANCE
PROP SAN PIPE
PROP STM PIPE
PROP TOPO MAJOR
PROP TOPO MINOR
PROP WATER SUPPLY
PROP STANDARD DUTY
ASPHALT
PROP HEAVY DUTY
ASPHALT
PROP CONCRETE
PAVEMENT
PROP GRAVEL
LEGEND
PROP FIRE HYDRANT
PROP GATE VALVE
CO
PROP SANITARY MANHOLE
PROP FIELD CATCH BASIN
PROP CLEANOUT
PROP STORM MANHOLE
PROP CATCH BASIN
PL
EA
SE
R
EC
YC
LE
TH
ES
E
D
RA
WI
NG
S
AN
D T
HE
W
O
RK
R
EP
RE
SE
NT
ED
T
HE
RE
IN
A
RE
T
HE
P
RO
PE
RT
Y O
F
AN
D
CO
PY
RI
G
HT
KI
NG
SC
O
TT
A
SS
O
CI
AT
ES
A
ND
M
AY
N
O T
BE
U
SE
D
O R
RE
PR
O D
UC
ED
WI
TH
O
UT
P
ER
M
IS
SI
O
N.
ISSUANCES DATE
JOB NO.
SHEET TITLE
SHEET NO.
KINGSCOTT ASSOCIATES INC. PORTAGE, MICHIGANC
PORTAGE | CHELSEA | GRAND RAPIDS | DETROIT
C2.20
SOIL EROSION & SEDIMENTATION
CONTROL PLAN
2790.0B
G at es E le m en ta ry
S Ir is h
Ro ad
, D iv is io n, M
I 4
D av is on C om m un ity
S ch oo ls
Pa rk in g
Ex pa ns io
0 feet40
1" = 20'
20 60 80
PROPOSED MINIMUM SOIL EROSION MEASURES
CONTRACTOR SHALL APPLY FOR AND ACQUIRE THE LOCAL SOIL EROSION PERMIT.
ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
LOCAL AGENCY AND/OR THE COUNTY SOIL EROSION DEPT.
CONTRACTOR SHALL INSTALL SILT FENCE AT ALL NECESSARY AREAS AND AS NEEDED TO PREVENT RUNOFF.
WEEKLY INSPECTIONS AND AFTER RAIN EVENT OF A HALF INCH OR MORE, SHALL BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND ANY NECESSARY REPAIRS
SHALL BE PERFORMED WITHOUT DELAY IF REQUIRED BY THE LOCAL AGENCY AND/OR EGLE.
EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT
ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR WATERWAYS.
CONSTRUCTION OPERATION SHALL BE SCHEDULED AND PERFORMED SO THAT PREVENTATIVE EROSION CONTROL MEASURES ARE IN PLACE IMMEDIATELY FOLLOWING BACKFILLING AND/OR GRADING OPERATIONS.
SOIL EROSION CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY STAGE OF CONSTRUCTION BY THE
CONTRACTOR.
ALL EXISTING AND PROPOSED STORM SEWERS AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL
ACCEPTANCE.
ALL DISTURBED AREAS SHALL BE RESTORED/PERMANENTLY STABILIZED/VEGETATED AS SOON AS POSSIBLE. ALL AREAS NOT SPECIFICALLY INDICATED SHALL RECEIVED TOPSOIL, SEED, MULCH, AND SHALL ESTABLISH A SOLID GRASS GROWTH WITH THE INTENTION OF LIMITING ANY EROSION. ALL ERODED AREAS CAUSED BY CONSTRUCTION
OF RUNOFF OF CONSTRUCTION ARES SHALL BE REPAIRED TO LIKE NEW CONDITIONS.
TEMPORARY SOIL PILES WILL BE KEPT ON-SITE AND WITHIN WORK LIMITS.
CONTRACTOR SHALL SWEEP/CLEAN ALL PUBLIC STREETS AS REQUIRED DUE TO IMPACT FROM ANY RUNOFF
EROSION OR CONSTRUCTION TRAFFIC ENTERING/EXISTING SITE.
STREETS WILL BE SWEPT DAILY OR AS NEEDED WHEN TRACKING IS VISIBLE. FLUSHING STREETS WITH WATER WILL
SHALL NOT OCCUR.
THE SITE WILL BE SPRAYED WITH WATER ON DRY WINDY DAYS TO CONTROL AIRBORNE DUST FROM LEAVING THE
SITE.
BORROW AND FILL DISPOSAL AREAS WILL BE SELECTED AND APPROVED AT TIME OF PLAN REVIEW.
SPECIAL PRECAUTIONS WILL BE TAKEN IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT SITUATIONS THAT
PROMOTE EROSION.
VEGETATION MUST BE ACCEPTABLE ESTABLISHED PRIOR TO FINAL RELEASE OF THE CONSTRUCTION GUARANTEE
BY THE DESIGNATED SOIL EROSION SEDIMENTATION CONTROL AGENT.
THE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THESE PLANS REPRESENT THE MINIMUM
REQUIRED ADDITIONAL MEASURES MAY BE REQUIRED BY THE LOCAL AGENCY.
SILT FENCE
UNDISTURBED VEGETATION
6" x 6" ANCHOR TRENCH
GEOTEXTILE FILTER FABRIC FASTENED ON
UPHILL SIDE, TOWARDS EARTH DISRUPTION
RIDGE OF COMPACTED EARTH ON UPHILL
SIDE OF FILTER FABRIC
SHEET FLOW
1' MIN.
ROLL JOINTS
SILT FENCE A
SILT FENCE B
FABRIC TO BE WRAPPED
AROUND FENCE POST
FENCE POSTS DRIVEN INTO
GROUND 1' MIN.SPACING 6-10' MAX.
ROLL JOINT
1' MIN.
6" ANCHOR TRENCH
P-SO-SIL-01
SESC MEASURES LEGEND
SILT FENCE
LIMITS OF DISRUPTION
AutoCAD SHX Text U
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
GRASS DRIVE
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
EX. SCHOOL SIGN
AutoCAD SHX Text
EDGE OF MULCH AREA
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
GRASS DRIVE
AutoCAD SHX Text 6"
AutoCAD SHX Text S
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 32' E-E
AutoCAD SHX Text 26' E-E
AutoCAD SHX Text
EX. 6" P-MP GAS
AutoCAD SHX Text
EX. 6" S-MP GAS
AutoCAD SHX Text
EX. 6" S-MP GAS
AutoCAD SHX Text
EX. 12" CMP STM.
AutoCAD SHX Text
EX. 18" CMP STM.
AutoCAD SHX Text
EX. 15" CMP STM.
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EX. 24" SAN. SEWER
AutoCAD SHX Text
EX. 24" SAN. SEWER
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
GRAVEL EDGE/TOP OF BANK
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EX. 8" HP BUCKEYE GAS
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EX. 8" HP BUCKEYE GAS
AutoCAD SHX Text
EX. 8" HP BUCKEYE GAS
AutoCAD SHX Text
EX. 20" WATERMAIN
AutoCAD SHX Text
EX. 20" WATERMAIN
AutoCAD SHX Text
EX. 20" WATERMAIN
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
(EX. ASPH. SURFACE)
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 661.06'
AutoCAD SHX Text B
AutoCAD SHX Text 662.39'
AutoCAD SHX Text
W 1/4 COR SEC. 20
AutoCAD SHX Text N01°54'20"W 2643.13' O.A.
X
X X
X X
X X
X X
X
X X
X
X
X
EX
' A
SP
H
WA
LK
EX ASPH
PARKING
LOT
EX
' H
IG
H
CH
AI
NL
IN
K
FE
NC
E
EX 5' CONC WALK
EX
' C O
NC
W
AL
K
.1'
EX 4' HIGH CHAINLINK FENCE
4.
6'
BM-1
50' BUILDING SETBACK LINE
GRASS
G
G IR
IS
H R
O
AD
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
3 79
795 795
0.60%
1.00%
1.0 3%
1.0 3%
FG 793.54
FG 793.19 FG 794.18
FG 794.47
FG 792.22
FG 791.24
FG 791.00
TP 794.91± ME TP 794.72± ME
TP 794.89± ME
TP 795.09± ME
TP 795.13± ME
TP 795.04± ME
TP 795.16± ME
TP 795.12± ME
TP 794.80± ME
TP 794.81± ME
TP 794.73
TP 794.61
TP 794.31
TP 794.19
TP 794.47
TP 794.35
TP 794.68
TP 794.56
TP 794.45
TP 794.33
TP 794.62
TP 794.74
TP 794.62
FG 794.53
2' FLAT BOTTOM SWALE @ 1.00% MIN
CAUTION!!!
BURIED GAS SERVICE
2' FLAT BOTTOM SWALE @ 0.60% MIN
TP 794.76
TP 794.64
TP 794.86± ME
6'
20'
R4 7'
C4.10
C4.10
C4.10
C4.10
2.
% 2.
0.49
1.35%
PROP SAN PIPE
PROP STM PIPE
PROP TOPO MAJOR
PROP TOPO MINOR
PROP WATER SUPPLY
PROP STANDARD DUTY
ASPHALT
PROP HEAVY DUTY
ASPHALT
PROP CONCRETE
PAVEMENT
PROP GRAVEL
LEGEND
PROP FIRE HYDRANT
PROP GATE VALVE
CO
PROP SANITARY MANHOLE
PROP FIELD CATCH BASIN
PROP CLEANOUT
PROP STORM MANHOLE
PROP CATCH BASIN
PAVING CONSTRUCTION NOTES:
EARTHWORK AND PAVEMENT CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESS
OTHERWISE NOTED IN THE FOLLOWING ITEMS.
REMOVE ANY EXISTING TOPSOIL, VEGETATION, TREES AND OTHER DELETERIOUS MATERIALS TO EXPOSE THE SUBGRADE SOIL. TREE ROOTS SHALL BE COMPLETELY
REMOVED.
EXCAVATE TO THE DEPTH OF THE FINAL SUBGRADE ELEVATION TO ALLOW FOR GRADE CHANGES AND THE PLACEMENT OF THE RECOMMENDED PAVEMENT SYSTEM.
THE TOP 12 INCHES OF THE EXPOSED SUBGRADE SHALL BE COMPACTED TO A DENSITY NO LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE
MODIFIED PROCTOR (ASTM D 1557-91).
THE FINALE SUBGRADE SHALL BE THOROUGHLY PROOF-ROLLED UNDER THE OBSERVATION OF A GEOTECHNICAL/PAVEMENT ENGINEER. LOOSE OR YIELDING AREAS WHICH CANNOT BE MECHANICALLY STABILIZED SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL OR AS DICTATED BY FIELD CONDITIONS.
THE AGGREGATE BASE SHALL BE COMPATED TO A DENSITY NO LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR (ASTM D
1557-91). THE BASE SHALL EXTEND A MINIMUM OF 1 FOOT BEYOND THE PAVED EDGE.
ALL BITUMINOUS MATERIAL SHALL BE COMPACTED TO A DENSITY NO LESS THAN 97 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE MARSHALL METHOD.
A BOND COAT OF SS-1H EMULSION IS REQUIRED BETWEEN THE LEVELING COURSE AND THE WEARING COURSES OF THE SURFACE OF THE PAVEMENT HAS BEEN CONTAMINATED WITH DIRT, DUST, OR FOREIGN MATERIAL. THE BOND COAT SHALL BE APPLIED IN A UNIFORM MANNER OVER THE SURFACE AT A RATE OF 0.1 GALLONS/S.Y. IN THE EVENT A BOND COAT IS NOT REQUIRED , THE LEVELING COURSE MAY REQUIRE LOCALIZED BROOM CLEANING.
PERFORMANCE GRADE PG64-22 ASPHALT CEMENT SHALL BE USED IN THE PRODUCTION OF ALL BITUMINOUS MIXTURES. RECLAIMED ASPHALT PAVEMENT (RAP) SHALL BE ALLOWED ON AS SPECIFIED BY THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, UNLESS NOTED ON THE PROJECT DETAILS.
CONSTRUCTION TRAFFIC SHALL BE MINIMIZED ON THE NEW PAVEMENT. IF CONSTRUCTION TRAFFIC IS ANTICIPATED ON THE PAVEMENT STRUCTURE, THE PLACEMENT OF OF THE FINAL LIFT SHALL BE DELAYED UNTIL THE MAJORITY OF THE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THIS ACTION WILL ALLOW REPAIR OF LOCALIZED FAILURE, IF ANY DOES OCCUR, AS WELL AS REDUCE LOAD DAMAGE ON THE PAVEMENT SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR TO ANY DAMAGED
SECTION RESULTING FROM CONSTRUCTION ACTIVITY.
TAPER CURB HEIGHT DOWN TO ZERO HEIGHT IN FIVE FEET AT ALL CURB ENDINGS UNLESS OTHERWISE NOTED ON THE PLAN.
DIRECTIONAL ARROW PAVEMENT MARKINGS AND PAVEMENT MARKING LETTING WHERE INDICATED SHALL BE WHITE PREFORMED THERMOPLASTIC UNLESS OTHERWISE NOTED. INSTALLATION OF THESE PERMANENT PAVEMENT MARKINGS SHALL BE PERFOREMED PER THE MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTIONS
811 AND 920.
CONTRACTOR SHALL PROTECT EXISTING CURB, GUTTER, SIDEWALK, WALLS, FENCES AND ALL OTHER EXISTING SITE FEATURES NOT INDICATED FOR REMOVAL OR
REHABILITATION.
PLACE EXPANSION JOINTS WHERE NEW CONCRETE PAVEMENT OR WALKS ABUT BUILDING WALLS (PROPOSED OR EXISTING), COLUMN WALLS OR BASES, CONCRETE FOUNDATIONS OR BASES, CURBS, OR EXISTING CONCRETE PAVEMENT. PLACE JOINT SEALANT ON ALL EXPANSION JOINTS.
CONTRACTOR TO CONSTRUCT CONTRACTION AND EXPANSION JOINTS IN ALL NEW CONCRETE PAVEMENT. CONTRACTION JOINTS SHALL BE TOOLED WHERE SIDEWALK WIDTH IS 8' OR LESS, AND SHALL BE SPACED EQUAL TO THE WIDTH OF THE PAVEMENT (I.E. 8' SPACING FOR 8' WIDE WALK), BET NOT MORE THAN 10' APART. PLACE EXPANSION JOINTS WITH JOINT SEALANT AT MAXIMUM 50' SPACING. CONTRACTOR SHALL GENERALLY MATCH THE JOINT PATTERNS FOR CONCRETE PAVEMENT WHEN
SHOWN ON THE PLANS.
CONCRETE PAVEMENT SHALL MEET THE REQUIREMENTS FOR MDOT GRADE 4000 CONCRETE PER THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.
CONCRETE PAVEMENT SHALL BE TREATED WITH SILENCURE SRT (OR APPROVED EQUIVALENT) ACRYLIC COMPOUND AND SILOXANE SEALER ON ALL CONCRETE PAVING, CURBS, AND WALKS (APPLY PER MANUFACTURER RECOMMENDATIONS).
PL
EA
SE
R
EC
YC
LE
TH
ES
E
D
RA
WI
NG
S
AN
D T
HE
W
O
RK
R
EP
RE
SE
NT
ED
T
HE
RE
IN
A
RE
T
HE
P
RO
PE
RT
Y O
F
AN
D
CO
PY
RI
G
HT
KI
NG
SC
O
TT
A
SS
O
CI
AT
ES
A
ND
M
AY
N
O T
BE
U
SE
D
O R
RE
PR
O D
UC
ED
WI
TH
O
UT
P
ER
M
IS
SI
O
N.
ISSUANCES DATE
JOB NO.
SHEET TITLE
SHEET NO.
KINGSCOTT ASSOCIATES INC. PORTAGE, MICHIGANC
PORTAGE | CHELSEA | GRAND RAPIDS | DETROIT
C4.10
PAVING & LAYOUT PLAN
2790.0B
G at es E le m en ta ry
S Ir is h
Ro ad
, D iv is io n, M
I 4
D av is on C om m un ity
S ch oo ls
Pa rk in g
Ex pa ns io
STANDARD BITUMINOUS PAVEMENT
1" = 1'-0"
PLAN GRADE
8" AGG BASE MDOT 21AA
2" BIT MIX NO 4E1
2" BIT MIX NO. 5E1
(MDOT TIER 1 RAP CONTENT)
P-BIT-06
PLAN GRADE
4" MDOT CLASS II SAND
4" CONCRETE WALK
4" CONCRETE WALK
1" = 1'-0"
P-CON2-24
0 feet40
1" = 20'
20 60 80
GRADING NOTES:
CONTRACTOR TO PLACE ALL NEW PAVEMENT TO THE GRADES INDICATED, OR MATCH ORIGINAL GRADES IF NEW GRADES ARE NOT SHOWN.
CONTRACTOR SHALL CONFIRM MINIMUM 1% PAVEMENT SLOPES ARE ATTAINED IN ALL AREAS.
PROPOSED GRADES MAY BE BASED ON AN INTERPOLATION OF DATA SHOWN ON THE TOPOGRAPHIC SURVEY. THIS INTERPOLATED DATA IS APPROXIMATE AND COULD DIFFER SLIGHTLY BASED ON THE ACCURACY OF THE SURVEY. CONTRACTOR SHALL CONFIRM THAT THE PROPOSED GRADS SHOWN ON THESE PLAN WILL NOT CREATE A STANDING WATER CONDITION (I.E. A LOW SPOT OF PAVEMENT SLOPES LESS THAN 1%) OR AN UNSAFE CONDITION WITH SLOPES IN EXCESS OF 5% CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF THEY BELIEVE THAT ONE OF THESE SITUATIONS WILL
OCCUR BASED ON THE PROPOSED GRADES.
ALL PAVEMENT PLACED WITHIN BARRIER FREE PARKING AREAS (STALLS AND ACCESS AISLES) SHALL HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION, INCLUDING MEASURED DIAGONALLY ACROSS THE AREAS. CONTRACTOR SHALL ADJUST SLOPES AS NECESSARY TO PROVIDE ADA COMPLIANT SLOPES AS WELL AS PROVIDING RE-GRADED TRANSITION SLOPES OUTSIDE OF THE BARRIER FREE PARKING ARES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF TRANSITION ZONES WILL EXCEED MAXIMUM 5% SLOPES. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE PATTERNS WITH ALL
NECESSARY PAVEMENT RE-GRADING.
ALL BARRIER FREE RAMPS AND ADA ACCESSIBLE ROUTES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT VERSION OF MDOT DETAIL
R-28 "SIDEWALK RAMP AND DETECTABLE WARNING DETAILS".
CONTRACTOR IS RESPONSIBLE FOR CONTROLLING STORM WATER RUNOFF DURING CONSTRUCTION OPERATIONS. OF PARTICULAR CONCERN WILL BE THE TIME PERIOD AFTER THE SITE HAS BEEN STRIPPED AND NOT YET RESTORED, BUILT UPON, OR PAVED. CONTRACTOR MUST INSTALL OR CONSTRUCT
APPROPRIATE TEMPORARY MEASURES TO PROTECT ADJACENT PROPERTIES.
AutoCAD SHX Text U
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
GRASS DRIVE
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
EX. SCHOOL SIGN
AutoCAD SHX Text
EDGE OF MULCH AREA
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
GRASS DRIVE
AutoCAD SHX Text 6"
AutoCAD SHX Text S
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 32' E-E
AutoCAD SHX Text 26' E-E
AutoCAD SHX Text
EX. 6" P-MP GAS
AutoCAD SHX Text
EX. 6" S-MP GAS
AutoCAD SHX Text
EX. 6" S-MP GAS
AutoCAD SHX Text
EX. 12" CMP STM.
AutoCAD SHX Text
EX. 18" CMP STM.
AutoCAD SHX Text
EX. 15" CMP STM.
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EX. 24" SAN. SEWER
AutoCAD SHX Text
EX. 24" SAN. SEWER
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
C/L DITCH
AutoCAD SHX Text
GRAVEL EDGE/TOP OF BANK
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EX. 8" HP BUCKEYE GAS
AutoCAD SHX Text
TOP OF BANK
AutoCAD SHX Text
EX. 8" HP BUCKEYE GAS
AutoCAD SHX Text
EX. 8" HP BUCKEYE GAS
AutoCAD SHX Text
EX. 20" WATERMAIN
AutoCAD SHX Text
EX. 20" WATERMAIN
AutoCAD SHX Text
EX. 20" WATERMAIN
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
(EX. ASPH. SURFACE)
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 50' R/W
AutoCAD SHX Text 661.06'
AutoCAD SHX Text B
AutoCAD SHX Text 662.39'
AutoCAD SHX Text
W 1/4 COR SEC. 20
AutoCAD SHX Text N01°54'20"W 2643.13' O.A.
| T1 - TITLE SHEET |
| TOPOGRAPHICAL SURVEY |
| C2.10 - DEMOLITION PLAN |
| C2.20 - CONTROL PLAN |
| C4.10 - PAVING & LAYOUT PLAN |
File details come from the government source that posted it. Updated .