Warren Valley Parking Lot Plans FINAL.pdf
PDF 11 MB Posted
- Attached to
- WARREN VALLEY PARKING LOT ASPHALT RESURFACING
- Solicitation number
- 2025-0010
- Issued by
- Wayne County, Cutlerville CDP, Michigan
About this file
These are detailed engineering and design plans for the Warren Valley Parking Lot project for the City of Dearborn Heights in Wayne County, Michigan, prepared by Wade Trim Associates. The project involves a comprehensive parking lot reconstruction at 26140 W. Warren Street, with a base bid consisting of resurfacing approximately 26,000 square yards of existing HMA surface, including removal of existing asphalt, grading, and installing new bituminous pavement. The project includes two bid alternates: Alternate 1 involves installing 1,900 linear feet of curb and gutter, while Alternate 2 includes additional pavement area with 200 cubic yards of earth excavation, 500 square yards of 21AA limestone aggregate base, and 120 tons of new HMA pavement. The plans detail precise grading, drainage, storm sewer modifications, and erosion control measures, with specific technical specifications for pavement sections, curb and gutter details, and comprehensive site improvements.
The project documents outline specific quantitative requirements, including 3,800 tons of bituminous leveling course, 2,300 tons of wearing course, 200 linear feet of straight curb, 12 structure adjustments, 12 inlet filters, 12,000 feet of white pavement marking, 300 feet of blue pavement marking, 11 handicap symbols, 3,000 square yards of topsoil and sod restoration, and 2,500 linear feet of silt fence. The design incorporates accessibility features like ADA sidewalk ramps and handicap parking spaces. The plans show meticulous attention to existing utility protection, storm water management, and coordination with adjacent Riverside School's ongoing paving project. The comprehensive set of drawings includes existing conditions, proposed site layout, grading plans, pavement sections, drainage details, and soil erosion control measures, providing a complete technical blueprint for the parking lot reconstruction.
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| File | Type | Posted |
|---|---|---|
| Warren Valley Parking Lot Project Manual FINAL.pdf |
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Text version
JOB NO.
SHEET
ISSUED FOR: DATE:
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R
N O
TE
S
1. CONTRACTOR TO PROVIDE NOTICE TO ALL AFFECTED
RESIDENCES AND BUSINESSES IN THE AREA OF THE PROJECT,
AT LEAST 10 DAYS PRIOR TO BEGINNING ANY WORK.
2. ALL PROPERTY IRONS AND MONUMENTS, IF DISTURBED
OR DESTROYED BY THE CONTRACTOR, SHALL BE REPLACED BY
A STATE OF MICHIGAN, LICENSED PROFESSIONAL SURVEYOR AT
THE EXPENSE OF THE CONTRACTOR.
3. LOCATION OF UTILITIES OR OTHER STRUCTURES
SHOWN ON THE PLANS ARE TAKEN FROM UTILITY
COMPANY OR OTHER RECORDS BELIEVED TO BE
RELIABLE. VERIFY LOCATION AND DEPTH OF EXISTING
FACILITIES. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE
FOR ANY OMISSIONS OR VARIATIONS IN THE LOCATION OF THE
UTILITIES ENCOUNTERED IN THE WORK.
4. THE CONTRACTOR SHALL NOTIFY MISS DIG (811), A MINIMUM OF
THREE WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION IN
THE AREA OF THE WORK.
5. PRIOR TO THE INSTALLATION OF ANY UTILITIES, THE EXISTING
UTILITIES WHICH CROSS THE PROPOSED UTILITY SHALL BE
EXPOSED BY THE CONTRACTOR TO DETERMINE ANY POSSIBLE
CONFLICTS WITH THE PROPOSED WORK. MAINTAIN 18-INCHES
MINIMUM CLEARANCE BETWEEN ALL UTILITY CROSSINGS.
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
THE INTEGRITY OF EXISTING UTILITIES AT ALL TIMES. ALL
UTILITIES, INCLUDING UTILITY POLES IN THE VICINITY OF
CONSTRUCTION, SHALL BE PROTECTED BY BRACING,
SUPPORTING, THE USE OF TRENCH BOXES, OR OTHER
ACCEPTABLE MEANS AS DETERMINED BY THE OWNER OF THE
UTILITY. ALL COSTS FOR PROTECTION OF UTILITIES SHALL BE
INCIDENTAL TO THE PROJECT.
7. ANY UTILITIES, MAINS, SERVICES, EDGE DRAINS, OIL LINES, OR
OTHER SIMILAR ITEMS DAMAGED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE
UTILITY OWNER OR IN A MANNER ACCEPTABLE TO THE UTILITY
OWNER. ALL COSTS FOR REPAIR OR REPLACEMENT SHALL BE
INCIDENTAL TO THE PROJECT.
8. THE CONTRACTOR SHALL COORDINATE ANY UTILITY
RELOCATION REQUIRED TO COMPLETE THE WORK WITH THE
OWNER OF THE UTILITY. THIS COORDINATION SHALL BE
ACCOMPLISHED IN SUFFICIENT TIME TO ALLOW THE
RELOCATION WORK TO BE COMPLETED WITHOUT
INTERFERENCE OR DELAY TO THE CONSTRUCTION WORK. ALL
COSTS FOR RELOCATION OF UTILITIES SHALL BE INCIDENTAL TO
THE PROJECT.
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE
UTILITY COMPANY 48 HOURS IN ADVANCE OF
UNCOVERING ANY EXISTING UTILITY.
10. ALL EXISTING TRAFFIC SIGNS IN THE WAY OF CONSTRUCTION
SHALL BE REMOVED AND RESET IN A TEMPORARY LOCATION.
UPON COMPLETION OF FINAL
GRADING IN THE AREA, THE TRAFFIC SIGNS SHALL BE
RESET IN THEIR ORIGINAL LOCATION. THIS WORK
SHALL BE INCIDENTAL TO THE PROJECT.
11. EXISTING TRAFFIC SHALL BE MAINTAINED AT ALL TIMES,
INCLUDING VEHICLE AND PEDESTRIAN ACCESS TO RESIDENCES
AND BUSINESSES, EXCEPT WHEN OTHERWISE SHOWN ON THE
PLANS OR SPECIFIED.
12. ALL TRAFFIC CONTROL AND DEVICES SHALL BE IN ACCORDANCE
WITH THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION.
13. THE CONTRACTOR SHALL LIMIT HIS CONSTRUCTION TRAFFIC
AND EQUIPMENT TO THE AREA DIRECTLY UNDER
CONSTRUCTION TO PREVENT DAMAGE TO ANY EXISTING
IMPROVEMENTS, AND SHALL PREVENT THE SPREAD OF
CONSTRUCTION DEBRIS OUTSIDE OF THE CONSTRUCTION AREA.
14. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY EXISTING
IRRIGATION SYSTEM COMPONENTS DISTURBED BY HIS
CONSTRUCTION OPERATIONS. EXISTING MATERIAL MAY BE
REUSED UNLESS DAMAGED. DAMAGED MATERIAL SHALL BE
REPLACED WITH NEW MATERIAL OF THE SAME TYPE. COST FOR
IRRIGATION SYSTEM REMOVAL AND REPLACEMENT SHALL BE
INCIDENTAL TO THE PROJECT.
15. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY EXISTING
DECORATIVE LIGHTING SYSTEM COMPONENTS DISTURBED BY
HIS CONSTRUCTION OPERATIONS. EXISTING MATERIAL MAY BE
REUSED UNLESS DAMAGED. DAMAGED MATERIAL SHALL BE
REPLACED WITH NEW MATERIAL OF THE SAME TYPE. COST FOR
DECORATIVE LIGHTING SYSTEM REMOVAL AND REPLACEMENT
SHALL BE INCIDENTAL TO THE PROJECT.
16. ALL CLEARING AND GRUBBING WITHIN THE CONSTRUCTION
LIMITS, INCLUDING OFF-SITE DISPOSAL OF UNSUITABLE
MATERIAL AND VEGETATION, SHALL BE INCIDENTAL TO THE
PROJECT.
17. ALL TREES, SHRUBS, AND LANDSCAPING NOT DESIGNATED TO
BE REMOVED SHALL BE PROTECTED DURING CONSTRUCTION.
ANY TREES, SHRUBS OR LANDSCAPING DAMAGED IN ANY WAY
BY THE CONTRACTOR (INCLUDING DAMAGING ROOTS) SHALL BE
REPLACED WITH LIKE SPECIES AND SIZE AT THE
EXPENSE OF THE CONTRACTOR.
18. ANY EXISTING MAILBOXES IN THE WAY OF
CONSTRUCTION SHALL BE RELOCATED TO A
TEMPORARY LOCATION ACCEPTABLE TO THE
ENGINEER. IMMEDIATELY AFTER CONSTRUCTION THE
MAILBOX SHALL BE RESET TO ITS ORIGINAL LOCATION IN
ACCORDANCE WITH SECTION 01 50 00, TEMPORARY FACILITIES
AND CONTROLS. THIS WORK SHALL BE INCIDENTAL TO THE
PROJECT.
19. THE CONTRACTOR SHALL HAVE AN OPERATING VACUUM TYPE
PICKUP SWEEPER ON THE JOB AT ALL TIMES. THE PAVEMENT
SHALL BE SWEPT A MINIMUM OF TWICE A DAY OR MORE
FREQUENTLY AS NECESSARY. THE CONTRACTOR SHALL ALSO
COMPLY WITH LOCAL AGENCY FUGITIVE DUST ORDINANCE.
20. THE CONTRACTOR SHALL MAINTAIN EXISTING STORM WATER
DRAINAGE AT ALL TIMES DURING THE WORK. EXISTING STORM
SYSTEM DRAINAGE SHALL BE MAINTAINED BY PUMPING AND
BYPASSING, REPAIR, REMOVAL AND REPLACEMENT, OR OTHER
MEANS WHEN APPROVED BY THE ENGINEER. ALL COSTS FOR
MAINTAINING DRAINAGE SHALL BE INCIDENTAL TO THE
PROJECT.
21. RESTORATION SHALL BE WITH 3-INCHES OF TOPSOIL AND
SOD. RESTORATION SHALL BE PAID FOR THE AREA AS
REASONABLY NECESSARY TO CONSTRUCT THE BORE PITS
AND WATER MAIN APPURTENANCES AS DETERMINED BY THE
ENGINEER. FOR AREAS OF PROPOSED RESTORATION
SPECIFICALLY INDICATED ON THE DRAWINGS, ANY
RESTORATION OUTSIDE THESE AREAS WILL BE AT THE
EXPENSE OF THE CONTRACTOR, UNLESS APPROVED BY THE
ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING AN ESTABLISHED TURF ACCEPTABLE TO THE
ENGINEER.
PAVEMENT REPLACEMENT NOTES
GENERAL NOTES
1. REMOVE AND REPLACE PAVEMENT AS NECESSARY FOR
PROPOSED WORK. REMOVAL AREAS SHOWN ARE ESTIMATED
AND MAY VARY FROM WHAT IS SHOWN. SAWCUT PAVEMENT
PARALLEL TO CURB AND REMOVE TO NEAREST JOINT LINE
PERPENDICULAR TO CURB. LOCATIONS OF COMPOSITE
PAVEMENT ARE NOT KNOWN. PAVEMENT REMOVAL FOR WHICH
CONTRACTOR CAUSES TO BE REMOVED OUTSIDE THE AREA
SPECIFIED OR AS DETERMINED BY ENGINEER SHALL BE
REPLACED AT THE EXPENSE OF THE CONTRACTOR.
2. THE CONTRACTOR SHALL SAWCUT AND REMOVE THE EXISTING
PAVEMENT CLEANLY WHERE PROPOSED PAVEMENT MEETS
EXISTING PAVEMENT. SAWCUTTING SHALL BE INCIDENTAL TO
THE PROJECT.
3. CONCRETE CURB OR CURB AND GUTTER SHALL BE REPLACED
WITH THE SAME SIZE AND TYPE OF EXISTING CURB OR CURB
AND GUTTER.
4. REPLACE CONCRETE PAVEMENT ACCORDING TO THE DETAILS
ON THE NEXT SHEET. CONCRETE PAVEMENT WITH INTEGRAL
CURB INCLUDES 30-INCH LANE TIES SPACED 18 INCHES ON
CENTER ON ALL SIDES.
5. ALL CONCRETE DRIVEWAYS, UNLESS OTHERWISE NOTED ON
THE PLANS, SHALL BE 6-INCH CONCRETE.
6. SIDEWALK REPLACEMENT SHALL BE 6 INCHES OF CONCRETE
WHEN WITHIN THE INFLUENCE OF DRIVEWAY APPROACHES AND
AT ADA SIDEWALK RAMPS AND LANDINGS. SIDEWALK
REPLACEMENT SHALL BE 4 INCHES OF CONCRETE WHEN NOT
WITHIN THE INFLUENCE OF DRIVEWAYS AND FOR FLAGS
LOCATED AFTER THE ADA LANDING.
7. CONTRACTOR SHALL PROVIDE TEMPORARY SHEETING TO
PROTECT PAVEMENT DURING CONSTRUCTION. SHEETING
SHALL BE INCIDENTAL TO THE COST OF THE WATER MAIN.
SOIL EROSION AND
SEDIMENTATION CONTROL (SESC) NOTES
1. ALL SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF WAYNE COUNTY
DEPARTMENT OF ENVIRONMENT, LAND RESOURCE
MANAGEMENT DIVISION. CONTRACTOR SHALL PAY ALL FEES,
AND POST ANY BONDS REQUIRED TO OBTAIN A PERMIT FROM
WAYNE COUNTY DEPARTMENT OF ENVIRONMENT, LAND
RESOURCE MANAGEMENT DIVISION.
2. ANY DIRT AND ACCUMULATED SEDIMENT ON ROADS AND
STREETS IN THE VICINITY OF THE PROJECT SHALL BE SWEPT
CLEAN AT LEAST TWICE DAILY WITH A VACUUM TYPE PICKUP
BROOM.
3. INSTALL TOPSOIL AND SOD ON DISTURBED RIGHT-OF-WAY
WITHIN 5 DAYS OF COMPLETING UTILITY INSTALLATION.
4. FOR CATCH BASINS ON IMPERVIOUS SURFACES, USE BAG TYPE
INLET FILTERS. FOR CATCH BASINS ON PERVIOUS SURFACES,
USE SEDCAGE TYPE FILTERS. CLEAN ALL ACCUMULATED
SEDIMENT FROM CATCH BASINS, SEWERS, AND PAVEMENT
AREAS AS REQUIRED FOLLOWING COMPLETION OF
CONSTRUCTION.
5. IMMEDIATELY REMOVE ALL EXCESS EXCAVATED MATERIAL
FROM SITE OR STABILIZE SOIL STOCKPILES SO EROSION AND
SEDIMENTATION DOES NOT OCCUR.
SEQUENCE FOR CONSTRUCTION - SESC
SCHEDULE
START
DATE
END
DATE
1 INSTALL INLET FILTERS,
REMOVE AT PROJECT COMPLETION
2 REMOVE PAVEMENT
3 GRADE PARKING LOT
4 PAVE PARKING LOT
NOTES:
1. CONTRACTOR SHALL SUBMIT EXACT
SCHEDULE TO WAYNE COUNTY
DEPARTMENT OF ENVIRONMENT, LAND
RESOURCE MANAGEMENT DIVISION FOR
REVIEW AND APPROVAL PRIOR TO
OBTAINING PERMIT.
GENERAL NOTES (CON'T)
JOB NO.
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R
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FIRE HYDRANT
VALVE IN BOX
DOMESTIC WATER SHUT OFF
FIRE DEPARTMENT CONNECTION
BACK FLOW PREVENTER
POST INDICATOR VALVE
VALVE IN WELL
METER PIT
WATER MAIN (UP TO 24")
WATER MAIN (24" AND UP)
SANITARY SEWER MANHOLE
(UP TO 6' DIA)
SANITARY SEWER MANHOLE
(OVER 6' DIA)
SANITARY SEWER CLEAN OUT
SANITARY PUMP STATION
SANITARY SEWER MAIN
(UP TO 24")
SANITARY SEWER MAIN
(24" AND UP)
SANITARY SEWER FORCE MAIN
STORM CATCH BASIN (ROUND)
(UP TO 6' DIA)
STORM CATCH BASIN (SQUARE)
STORM MANHOLE (UP TO 6' DIA)
STORM MANHOLE/CATCH BASIN
(OVER 6' DIA)
DOWNSPOUT
STORM SEWER END SECTION
STORM SEWER CLEAN OUT
STORM SEWER LINE (UP TO 24")
STORM SEWER LINE (24" AND UP)
TRANSFORMER BOX
POWER POLE
ELECTRIC METER
ELECTRIC MANHOLE
POWER PEDESTAL
DECORATIVE LIGHT POLE
SINGLE LIGHT POLE
PARKING LOT LIGHT POLE
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
GAS METER
GAS MAIN OR SERVICE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
OVERHEAD TELEPHONE
E
ST ST
CO
DS
ST
CB
CB
WSO
MP
W W
SAN
FM FM
S
CO
PS
P
E
EM
PP
E E
OH-E
G G
T T
OH-T
GM
TP
LINE WORK
BOUNDARY
RIGHT OF WAY
BUILDING SETBACK
BUILDING
CURB & GUTTER
STRAIGHT CURB
EDGE OF GRAVEL
CHAIN LINK FENCE
ORNAMENTAL FENCE
WOOD FENCE
FIELD LINE
GUARD RAIL
HMA SURFACE
CONCRETE SURFACE
TOP OF BANK
AGGREGATE SURFACE
BRICK PAVERS
DITCH CENTERLINE
FLOODPLAIN LINE
SHORE OR EDGE OF WATER
WETLAND
RETAINING / SCREEN WALL
RAILROAD TRACKS
EDGE OF WOODS
EDGE OF BRUSH
EDGE OF HEDGE ROW
TREE ROW
MAJOR CONTOUR
MINOR CONTOUR
R/W
F F
FLP
EXISTING CONDITIONS LEGEND
HATCHING
100.59
TOPOGRAPHIC FEATURES
UTILITY SYMBOLS
IR
IP
BM
BOX
PK
IRON
PI
SPK
R/W
M
SB
AC
BP
SGNB
FP
LB
MB
MWELL
NB
OW
PIER
PL
PM
P
P
ROCK
S
WS
VP
TP
SPOT ELEVATION
FOUND IRON ROD
SET IRON ROD
FOUND IRON PIPE
GOVERNMENT CORNER
BENCHMARK
GPS MONUMENT
PK NAIL
FOUND T IRON
FOUND PINCHED IRON
FOUND SPIKE
TRAVERSE POINT
RIGHT-OF-WAY MARKER
UNDERGROUND MARKER
SOIL BORING
AC UNIT
ANTENNA
BASKETBALL POST
BILLBOARD SIGN BASE
CAMERA TOWER
FILL PORT
FLAG POLE
FOUNTAIN
GAS PUMP
IR
LIGHT POLE BASE (NO LAMP)
MAIL BOX
MONITORING WELL
NEWSPAPER BOX
OIL WELL
PIER
PILING
PARKING METER
ROUND POST OR BOLLARD
SQUARE POST
ROCK
SATELLITE DISH
SIGN POST
TRAFFIC LIGHT SIGNAL
WOOD STAKE
VOLLEY BALL POLE
TETHER BALL POLE
SWING SET
CLIMBING BARS
MERRY-GO-ROUND
STRAIGHT SLIDE
SPIRAL SLIDE
CONIFEROUS TREE OR BUSH
DECIDUOUS TREE OR BUSH
STUMP
WSOOR
SH
JB
MP
WM
WF
S
A
CO
PS
SV
S
CB
CB
ST
DS
CO
FIRE HYDRANT
WATER VALVE IN BOX
DOMESTIC WATER SHUT OFF
SPRINKLER HEAD
SPRINKLER JUNCTION BOX
POST INDICATOR VALVE
GATE VALVE & WELL
METER PIT
WATER METER
WATER FAUCET
SANITARY SEWER MANHOLE
AIR RELEASE MANHOLE
SANITARY SEWER CLEAN OUT
SANITARY PUMP STATION
SANITARY SEWER VENT
SANITARY SEWER SEPTIC TANK
STORM CATCH BASIN (ROUND)
STORM CATCH BASIN (SQUARE)
STORM MANHOLE
DOWNSPOUT
STORM SEWER CLEAN OUT
STORM SEWER END SECTION
STORM SEWER HEADWALL
E
EM
U
PP
HH
E
P
U
P
TP
TP
GA
GP
DA
M
GM
G
TP
T
ELECTRIC METER
ELECTRIC MANHOLE
UTILITY MANHOLE
POWER PEDESTAL
ELECTRIC HAND HOLE
TRANSFORMER BOX
POWER POLE
UTILITY POLE
POWER & LIGHT POLE
TELEPHONE, POWER, & L.P.
TELEPHONE & POWER POLE
GUY ANCHOR
GUY POLE
DEADMAN ANCHOR
FLOOD LIGHT
DECORATIVE LIGHT POLE
LIGHT POLE
METAL LIGHT POLE
GAS METER
GAS MANHOLE
TELEPHONE PEDESTAL
TELEPHONE POLE
CURB ELEVATION
WHERE: T=TOP OF CURB
G=GUTTER OR PVMT.
100.50 T
100.00 G
100.50 T
100.00 P
100.00
XXX
THICKENED EDGE WALK ELEV.
WHERE: T = TOP OF WALK
P = PAVEMENT
SPOT ELEV.
WHERE XXX IS ONE OF THE FOLLOWING:
TOP OF CONCRETE ELEV. TOC
FINISH GRADE ELEV. FG
DOOR ELEV. DOOR
RIM ELEV. RIM
BACK OF CURB ELEV. BOC
GUTTER ELEV. GUT
MATCH EXISTING ELEV.
TOP OF PAVEMENT ELEV.
TOP OF WALL ELEV.
BOTTOM OF WALL ELEV.
TOP OF BANK ELEV.
TOE OF SLOPE ELEV.
FINISH FLOOR ELEV.
ADJUST RIM ELEV.
MATCH
T/P
TOW
BOW
TOB
TOE
FFE
ADJUST
DRAINAGE FLOW
DRAINAGE SLOPE
FINISH GRADE SLOPE 4:1
1.0%
HIGH POINT
GRADE BREAK
H.P.
G.B.
CURB & GUTTER REMOVAL
STRAIGHT CURB REMOVAL
PAINT STRIPE REMOVAL
UTILITY REMOVAL
SAWCUT, FULL DEPTH
REMOVAL ITEM
RELOCATE ITEM
ADJUST STRUCTURE
ABANDON ITEM
RECONSTRUCT STRUCTURE
DECIDUOUS TREE/ BUSH REMOVAL
CONIFEROUS TREE/BUSH REMOVAL
REC-XXX
ABN
ADJ-XXX
REL-XXX
REM-XXX
STUMP REMOVAL
PERENNIALS-1
PERENNIALS-2
GROUND COVER-1
GROUND COVER-2
SEED MIX-1
SEED MIX-2
MULCH
ROCK
LAWN
CANOPY LIMITS
BUILDING LINE
CURB AND GUTTER
STRAIGHT CURB
BUILDING SETBACK
RIGHT OF WAY LINE
RETAINING/SCREEN WALL
CHAIN LINK FENCE
ORNAMENTAL FENCE
WOOD FENCE
GUARD RAIL
THICKENED EDGE CONCRETE
HMA SURFACE
HEAVY DUTY HMA SURFACE
CONCRETE SURFACE
STOP BAR
HEAVY DUTY CONCRETE
DECORATIVE WALK/SURFACE
R/W
PARKING COUNT #
TRAFFIC FLOW ARROW
SIGN AND SIGN POST
BOLLARD
ACCESSIBLE SYMBOL
DETECTABLE WARNING SURFACE
AGGREGATE SURFACE
PAINTED ISLAND
S
P
OR
MAJOR CONTOUR
MINOR CONTOUR
DRAINAGE SWALE
TEMPORARY SILT FENCE
SOIL TYPE LIMITS
LIMITS OF DISTURBANCE/
PROJECT LIMITS
TEMPORARY INLET PROTECTION
EROSION CONTROL KEY
(TEMPORARY)
EROSION CONTROL KEY
(PERMANENT)
SOIL TYPE
## T
P
XxX
WATER MAIN (UP TO 24")
SANITARY SEWER MAIN
(UP TO 24")
SANITARY SEWER FORCE MAIN
STORM SEWER LINE (UP TO 24")
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
GAS MAIN OR SERVICE
OVERHEAD TELEPHONE
UNDERGROUND TELEPHONE
FIBER OPTICS
OVERHEAD UNKNOWN UTILITY
W W
G G
SAN
FM FM
ST ST
OH-E
E E
OH-T
T T
FO FO
OHW
UTILITY LINE WORK
WATER MAIN (24" AND UP)
SANITARY SEWER MAIN
(24" AND UP)
STORM SEWER LINE (24" AND UP)
OIL PIPE LINE OIL OIL
FILTER BERM OR CHECK DAM
SITE LINE WORK
UTILITY LINE WORK
SITE SYMBOLS UTILITY SYMBOLS
CONSTRUCTION ENTRANCE
STAGING/STOCK PILE AREA
HATCHING
LANDSCAPE HATCH
PROPOSED LEGEND
UTILITY ABANDON
LANDSCAPED AREA
ADA DETECTABLE WARNING
ADA RAMP
CTV PEDESTAL CT
CURB & GUTTER REMOVAL
STRAIGHT CURB REMOVAL
PAINT STRIPE REMOVAL
UTILITY REMOVAL
SAWCUT, FULL DEPTH
REMOVAL ITEM
RELOCATE ITEM
ADJUST STRUCTURE
ABANDON ITEM
RECONSTRUCT STRUCTURE
DECIDUOUS TREE/BUSH REMOVAL
CONIFEROUS TREE/BUSH REMOVAL
REC-XXX
ABN
ADJ-XXX
REL-XXX
REM-XXX
BUILDING REMOVAL
HMA SURFACE REMOVAL
CONCRETE SURFACE REMOVAL
STUMP REMOVAL
AGGREGATE SURFACE REMOVAL
WOODED AREA REMOVAL
NOTE: FOR EXISTING FEATURES SEE TOPOGRAPHIC
SURVEY OR EXISTING CONDITIONS PLAN.
UTILITY ABANDON
DEMOLITION
AC
ASPHALT
BRAND-NEW-CONC
BRAND-NEW-CONC
BRICK
BRICK
BRICK
BROKEN-ASPHALT-INTO-PIECES
CONC
CONC
CONC
DUMPSTER
EAST-RIM-STORM-HIGH-SIDE
MAST-ARM
NO-ROAD-THAT-I-CAN-LOCATE-ALL-GRAVEL
E
CBP
E
CBP
4 IN. PVC CULVERT
INV=622.93
EH
EE
PP
PP
E
F.F. = 623.66
F.F. = 623.67
F.F. = 623.77
F.F. = 623.64
F.F. = 623.39
FP
GM
GA
MB
M
M
M
M
M
M
M
M
M
MM
M
MMM
M
MS
PK
P
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK ROCK
ROCK ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
S
SSSS
SSSS
S
S
S
SS
JB
JBJB
JB
E 13412367.51 N 308426.13
626.65
N 308806.23
E 13412422.93 625.53
N 308831.61
E 13412942.17 627.67
N 308409.01
E 13412943.80 627.46
N 308567.26 E 13412678.02 623.77
ASPHALT
ASPHALT
CONC
F.F. = 623.80
F.F. = 623.78
GA
GA
GAGA
GA
GAGAGA
GA
M
M
M
M
MM
M M M
MMM
MS
MS
MS
TP
TP
TP
TP
TP
TP
TP
TP
S S
JB
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T
T
T
T
T T
T T
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E
OH-E
O H
-E
O H
-E
ST
ST-20004
RIM = 622.57
12" RCP W INV=617.17
12" RCP N INV=617.17
12" RCP S INV=617.17
12" RCP E INV=617.27
ST
ST-20164
RIM = 622.38
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
ST
ST-20263
RIM = 624.59
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
ST
ST-20297
RIM = 624.16
12" RCP E INV=615.66
12" RCP N INV=617.66
ST
ST-20456
RIM = 622.57
12" CLAY EAST-SE INV=615.97
12" RCP N INV=615.97
12" RCP W INV=615.97
12" RCP S INV=615.97
ST
ST-20712
RIM = 622.13
12" RCP SOUTH-SE INV=616.53
6" PVC NE INV=618.23
4" CPP SW INV=620.23
D
ST
ST-20942
RIM = 624.68
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-20979
RIM = 624.82
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-21086
RIM = 622.63
12" RCP E INV=616.13
12" RCP W INV=616.13
ST
ST-21114
RIM = 622.62
12" RCP E INV=618.47
ST
ST-21322
RIM = 622.42
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-21356
RIM = 622.50
12" RCP EAST-NE INV=616.00
12" RCP W INV=616.00
CB
CB-21537
RIM = 623.08
36" RCP N INV=612.48
36" RCP S INV=612.58
15" RCP W INV=613.98
CB
CB-21598
RIM = 621.78
6" PVC W INV=619.78
4" CPP E INV=620.48
ST
ST-21758
RIM = 622.62
15" RCP E INV=614.47
12" RCP W INV=614.62
ST
ST-21846
RIM = 622.61
12" RCP E INV=615.21
12" CLAY WEST-NW INV=615.21
ST
ST-21906
RIM = 622.44
12" RCP W INV=617.89
12" RCP E INV=617.89
4" CPP SW INV=620.24
ST
ST-21913
RIM = 622.52
12" RCP W INV=618.77
ST
ST-22159
RIM = 625.12
36" RCP N INV=612.92
36" RCP S INV=613.02
12" RCP E INV=614.92
12" RCP W INV=614.42
ST
ST-22171
RIM = 625.09
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
S
SS-22200
RIM = 625.90
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
CB
CB-22201
RIM = 623.55
36" RCP N INV=612.70
36" RCP S INV=612.70
12" CLAY E INV=616.45
ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST ST
ST ST ST ST
ST
ST ST ST ST ST ST ST ST
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
S T
S T
S T
S T
S T
S T
S T
S T
S T
UG-E UG-E UG-E
UG-E
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
BM
BM
BM
12" STM
12" STM
12" STM
4" S
TM
6" S
TM
12" STM
12" STM
15" STM
" S
TM
" S
TM
" S
TM
" S
TM
12" STM12" STM12" STM
12"
12" STM 12" STM 12" STM 12" STM
ST
4"
STM
12" S
TM
12" S
TM
4" STM6" STM
UG-T UG-T UG-T UG-T
UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
UG-E UG-E UG-E
MM
W WARREN AVE
JOB NO.
SHEET
ISSUED FOR: DATE:
R
EV
D
AT
E
BY
D
ES
C
R
IP
TI
O
N
BY:
W ad e
Tr im
G ro up , I nc
C :\P
W _W
O R
K2 \D
6\
SH
T-
VS
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W
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R
EN
E X
C O
N D
IT
IO
N S.
D W
G P
LO
TT
ED
/2 1/
:2
AM
B Y
FR
IS
K, B
R
IA
N
PR
O
JE
C T
M
AN
AG
ER
DHT1005-25T
C
IT
Y O
F D
EA
R
BO
R
N H
EI
G
H
TS
W
AY
N E
C O
U N
TY
, M
IC
H
IG
AN
W W
AR
R
EN
P
AR
KI
N G
L O
T
W W
AR
R
EN
P
AR
KI
N G
L O
T
VA
U
G H
N M
AR
TI
N
W ad e Tr im A ss oc ia te s, In c.
N or th lin e R oa d
Ta yl or , M
I 4
4.
7.
w w w .w ad et rim .c om
Know what's below.
before you dig.Call
R
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
HORIZONTAL SCALE IN FEET
40 20 40 80
N
BRAND-NEW-CONC
BRAND-NEW-CONC
BRICK
BRICK
BRICK
BROKEN-ASPHALT-INTO-PIECES
CONC
CONC
CONC
DUMPSTER
EAST-RIM-STORM-HIGH-SIDE
MAST-ARM
NO-ROAD-THAT-I-CAN-LOCATE-ALL-GRAVEL
E
CBP
E
CBP
4 IN. PVC CULVERT
INV=622.93
EH
EE
PP
PP
E
F.F. = 623.66
F.F. = 623.67
F.F. = 623.77
F.F. = 623.64
F.F. = 623.39
FP
GM
GA
MB
M
M
M
M
M
M
M
M
M
MM
M
MMM
M
MS
PK
P
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK ROCK
ROCK ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
S
SSSS
SSSS
S
S
S
SS
JB
JBJB
JB
E 13412367.51 N 308426.13
626.65
N 308806.23
E 13412422.93 625.53
N 308831.61
E 13412942.17 627.67
N 308409.01
E 13412943.80 627.46
N 308567.26 E 13412678.02 623.77
ASPHALT
CONC
F.F. = 623.80
F.F. = 623.78
GA
GA
GAGA
GA
GAGAGA
GA
M
M
M
M
MM
M M M
MMM
MS
TP
TP
TP
TP
TP
TP
TP
S S
JB
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T
T
T
T
T T
T T
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E
OH-E
O H
-E
O H
-E
ST
ST-20004
RIM = 622.57
12" RCP W INV=617.17
12" RCP N INV=617.17
12" RCP S INV=617.17
12" RCP E INV=617.27
ST
ST-20164
RIM = 622.38
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
ST
ST-20263
RIM = 624.59
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
ST
ST-20297
RIM = 624.16
12" RCP E INV=615.66
12" RCP N INV=617.66
ST
ST-20456
RIM = 622.57
12" CLAY EAST-SE INV=615.97
12" RCP N INV=615.97
12" RCP W INV=615.97
12" RCP S INV=615.97
ST
ST-20712
RIM = 622.13
12" RCP SOUTH-SE INV=616.53
6" PVC NE INV=618.23
4" CPP SW INV=620.23
D
ST
ST-20942
RIM = 624.68
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-20979
RIM = 624.82
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-21086
RIM = 622.63
12" RCP E INV=616.13
12" RCP W INV=616.13
ST
ST-21114
RIM = 622.62
12" RCP E INV=618.47
ST
ST-21322
RIM = 622.42
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-21356
RIM = 622.50
12" RCP EAST-NE INV=616.00
12" RCP W INV=616.00
CB
CB
CB-21598
RIM = 621.78
6" PVC W INV=619.78
4" CPP E INV=620.48
ST
ST-21758
RIM = 622.62
15" RCP E INV=614.47
12" RCP W INV=614.62
ST
ST-21846
RIM = 622.61
12" RCP E INV=615.21
12" CLAY WEST-NW INV=615.21
ST
ST-21906
RIM = 622.44
12" RCP W INV=617.89
12" RCP E INV=617.89
4" CPP SW INV=620.24
ST
ST-21913
RIM = 622.52
12" RCP W INV=618.77
ST
ST-22159
RIM = 625.12
36" RCP N INV=612.92
36" RCP S INV=613.02
12" RCP E INV=614.92
12" RCP W INV=614.42
ST
ST-22171
RIM = 625.09
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
S
SS-22200
RIM = 625.90
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
CB
CB-22201
RIM = 623.55
36" RCP N INV=612.70
36" RCP S INV=612.70
12" CLAY E INV=616.45
ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST ST
ST ST ST ST
ST
ST ST ST ST ST ST ST ST
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
S T
S T
S T
S T
S T
S T
S T
S T
S T
UG-E UG-E UG-E
UG-E
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
BM
BM
BM
12" STM
12" STM
12" STM
4" S
TM
6" S
TM
12" STM
12" STM
15" STM
" S
TM
" S
TM
" S
TM
" S
TM
12" STM12" STM12" STM
12"
12" STM 12" STM 12" STM 12" STM
ST
4"
STM
12" S
TM
12" S
TM
4" STM6" STM
UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
UG-E UG-E UG-E
MM
W WARREN AVE
10.00'
20.00'
24.00'
24.00'
24.00' 24.00'
40.00'
40.00'
24.00'
24.00'
24.00'
24.00'
24.00'
40.00'
20.00' 40.00'
20.00'
20.00'
20.00'
20.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
31.60'
R40.00'
R90.00'
R25.00'
R60.00' R30.00'
JOB NO.
SHEET
ISSUED FOR: DATE:
R
EV
D
AT
E
BY
D
ES
C
R
IP
TI
O
N
BY:
W ad e
Tr im
G ro up , I nc
C :\P
W _W
O R
K\ W
AD
E-
TR
IM
_A
KA
SP
O
R \D
6\
SH
T-
C G
S- W
AR
R
EN
P
AR
KI
N G
L O
T.
D
W G
P
LO
TT
ED
/6
/2
4:
P
M B
Y
KA
SP
O
R , A
N D
Y
PR
O
JE
C T
M
AN
AG
ER
DHT1005-25T
C
IT
Y O
F D
EA
R
BO
R
N H
EI
G
H
TS
W
AY
N E
C O
U N
TY
, M
IC
H
IG
AN
W W
AR
R
EN
P
AR
KI
N G
L O
T
W W
AR
R
EN
P
AR
KI
N G
L O
T
VA
U
G H
N M
AR
TI
N
W ad e Tr im A ss oc ia te s, In c.
N or th lin e R oa d
Ta yl or , M
I 4
4.
7.
w w w .w ad et rim .c om
Know what's below.
before you dig.Call
R
HORIZONTAL SCALE IN FEET
40 20 40 80
N
PROPOSED BITUMINOUS PAVEMENT
(1.5-INCH 5EML) (2.5-INCH 4EML)
(PLACE ASPHALT IN TWO LIFTS)
EXISTING AGGREGATE BASE
ESTIMATED THICKNESS (8-INCHES)
GRADE AND PROOF ROLL. SUBGRADE
UNDERCUT WITH 21AA LIMESTONE
AS DIRECTED BY THE ENGINEER
BASE BID PROPOSED
ASPHALT SECTION
PAVEMENT NOTES
· EXISTING PAVEMENT CONSISTS OF 3-5 INCHES OF BITUMINOUS PAVEMENT
OVER 8 INCHES OF EXISTING AGGREGATE BASE
· CONTRACTOR WILL REMOVE EXISTING ASPHALT PAVEMENT, GRADE EXISTING AGG
BASE, PERFORM ANY BASE REPAIR AND APPLY PROPOSED ASPHALT PAVEMENT
24 VF RECONSTRUCT STRUCTURE
3800 TON BITUMINOUS PAVEMENT, LEVELING COURSE, 4EML
2300 TON BITUMINOUS PAVEMENT, WEARING COURSE, 5EML
200 LF CURB AND GUTTER, CONCRETE, STRAIGHT CURB
12 EA ADJUST STRUCTURE
12 EA INLET FILTER
12000 FT PAVEMENT MARKING, WATERBORNE, 4-INCH WHITE
300 FT PAVEMENT MARKING, WATERBORNE, 4-INCH BLUE
11 EA PAVEMENT MARKING, WATERBORNE, HANDICAP SYMBOL
3000 SY RESTORATION WITH 3-INCHES TOPSOIL AND NURSERY SOD
2500 LF SOIL EROSION SILT FENCE
8 EA REMOVE SIGN AND POST
11 EA HANDICAP SIGN
2 EA HANDICAP SIGN - VAN ASSESSABLE
143 LF POST, STEEL, 3 POUND
50 SF SIDEWALK RAMP, CONCRETE 6-INCH
200 LF CURB AND GUTTER REMOVE
12 EA CONCRETE COLLAR
26000 SY HMA SURFACE REMOVE
1 LS GRADING
12 EA CATCH BASIN COVER
50 SF SIDEWALK REMOVE
SUMMARY OF QUANTITIES THIS SHEET BASE BID
LEGEND
PROPOSED ASPHALT PAVEMENT
PROPOSED INLET FILTER
ADJ ADJUST STRUCTURE
IDENTIFICATION NO. RATE PER SYD PERFORMANCE
GRADE REMARKS
HMA APPLICATION ESTIMATE
64-28 WEARING5EML 165#
* BOND COAT 0-0.10 GAL/SYD FOR INFORMATION ONLY
ADJ ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
ADJ
SILT FENCE
PROPOSED HANDICAP /
VAN ASSESSABLE SIGN
CONCRETE COLLAR
DETAIL
CB 10
10'
6"
.SAW CUT JOINT (TYP)
6-INCH PLAN CONCRETE PAVEMENT
6"
3"
4"
3" 3"
9"
24"
UNLESS OTHERWISE NOTED
4"
3"
�" DIA BARS
SLOPE 1" PER FT.
6" STRAIGHT CURB &
GUTTER DETAIL
64-28 LEVELING4EML 275#
PROPOSED ASPHALT PAVEMENT (TYP)
R7-8 12" X 18"
R7-8P 12" X 6"
R7-8 12" X 18"
REM-
REM-
UNDERGROUND ELECTRICAL.
PROTECT UNDERGROUND ELECTRICAL, CONDUIT
FOUNDATION, POLE, AND STANDARD
AT ALL TIMES DURING CONSTRUCTION.
APPLIES TO ALL LIGHT POLE LOCATIONS
IN AND ADJACENT TO WORKING AREA
REMOVE AND REPLACE SIDEWALK RAMP
REMOVE AND REPLACE CURB AND GUTTER AS LAID OUT
BY THE OWNER - TYPICAL ALL CENTER AISLE ISLANDS
BRAND-NEW-CONC
BRAND-NEW-CONC
BRICK
BRICK
BRICK
BROKEN-ASPHALT-INTO-PIECES
CONC
CONC
CONC
DUMPSTER
EAST-RIM-STORM-HIGH-SIDE
MAST-ARM
NO-ROAD-THAT-I-CAN-LOCATE-ALL-GRAVEL
E
CBP
E
CBP
4 IN. PVC CULVERT
INV=622.93
EH
EE
PP
PP
E
F.F. = 623.66
F.F. = 623.67
F.F. = 623.77
F.F. = 623.64
F.F. = 623.39
FP
GM
GA
MB
M
M
M
M
M
M
M
M
M
MM
M
MMM
M
MS
PK
P
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK ROCK
ROCK ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
S
SSSS
SSSS
S
S
S
SS
JB
JBJB
JB
E 13412367.51 N 308426.13
626.65
N 308806.23
E 13412422.93 625.53
N 308831.61
E 13412942.17 627.67
N 308409.01
E 13412943.80 627.46
N 308567.26 E 13412678.02 623.77
ASPHALT
CONC
F.F. = 623.80
F.F. = 623.78
GA
GA
GAGA
GA
GAGAGA
GA
M
M
M
M
MM
M M M
MMM
MS
TP
TP
TP
TP
TP
TP
TP
S S
JB
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T
T
T
T
T T
T T
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E
OH-E
O H
-E
O H
-E
ST
ST-20004
RIM = 622.57
12" RCP W INV=617.17
12" RCP N INV=617.17
12" RCP S INV=617.17
12" RCP E INV=617.27
ST
ST-20164
RIM = 622.38
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
ST
ST-20263
RIM = 624.59
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
ST
ST-20297
RIM = 624.16
12" RCP E INV=615.66
12" RCP N INV=617.66
ST
ST-20456
RIM = 622.57
12" CLAY EAST-SE INV=615.97
12" RCP N INV=615.97
12" RCP W INV=615.97
12" RCP S INV=615.97
ST
ST-20712
RIM = 622.13
12" RCP SOUTH-SE INV=616.53
6" PVC NE INV=618.23
4" CPP SW INV=620.23
D
ST
ST-20942
RIM = 624.68
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-20979
RIM = 624.82
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-21086
RIM = 622.63
12" RCP E INV=616.13
12" RCP W INV=616.13
ST
ST-21114
RIM = 622.62
12" RCP E INV=618.47
ST
ST-21322
RIM = 622.42
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-21356
RIM = 622.50
12" RCP EAST-NE INV=616.00
12" RCP W INV=616.00
CB
CB
CB-21598
RIM = 621.78
6" PVC W INV=619.78
4" CPP E INV=620.48
ST
ST-21758
RIM = 622.62
15" RCP E INV=614.47
12" RCP W INV=614.62
ST
ST-21846
RIM = 622.61
12" RCP E INV=615.21
12" CLAY WEST-NW INV=615.21
ST
ST-21906
RIM = 622.44
12" RCP W INV=617.89
12" RCP E INV=617.89
4" CPP SW INV=620.24
ST
ST-21913
RIM = 622.52
12" RCP W INV=618.77
ST
ST-22159
RIM = 625.12
36" RCP N INV=612.92
36" RCP S INV=613.02
12" RCP E INV=614.92
12" RCP W INV=614.42
ST
ST-22171
RIM = 625.09
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
S
SS-22200
RIM = 625.90
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
CB
CB-22201
RIM = 623.55
36" RCP N INV=612.70
36" RCP S INV=612.70
12" CLAY E INV=616.45
ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST ST
ST ST ST ST
ST
ST ST ST ST ST ST ST ST
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
S T
S T
S T
S T
S T
S T
S T
S T
S T
UG-E UG-E UG-E
UG-E
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
BM
BM
BM
12" STM
12" STM
12" STM
4" S
TM
6" S
TM
12" STM
12" STM
15" STM
" S
TM
" S
TM
" S
TM
" S
TM
12" STM12" STM12" STM
12"
12" STM 12" STM 12" STM 12" STM
ST
4"
STM
12" S
TM
12" S
TM
4" STM6" STM
UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
UG-E UG-E UG-E
MM
W WARREN AVE
R66.00'
R12.00' R5.00'
R12.00' R5.00'
R12.00' R5.00'
R12.00' R5.00'
R12.00'
R5.00'
R12.00' R5.00'
R5.00' R12.00'
R5.00' R12.00'
R5.00' R12.00'
R5.00'
R12.00'
R5.00' R12.00'
R12.00'
R12.00'
R12.00'
R12.00'
R12.00'
R12.00'
R12.00'
R1.00'
R1.00'
R1.00'
R1.00'
R12.00'
R1.00'
R1.00'
R1.00'
R1.00'
JOB NO.
SHEET
ISSUED FOR: DATE:
R
EV
D
AT
E
BY
D
ES
C
R
IP
TI
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N
BY:
W ad e
Tr im
G ro up , I nc
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D
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4:
P
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Y
KA
SP
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N D
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PR
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C T
M
AN
AG
ER
DHT1005-25T
C
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F D
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R
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R
N H
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G
H
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W
AY
N E
C O
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TY
, M
IC
H
IG
AN
W W
AR
R
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P
AR
KI
N G
L O
T
W W
AR
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EN
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N G
L O
T
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U
G H
N M
AR
TI
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W ad e Tr im A ss oc ia te s, In c.
N or th lin e R oa d
Ta yl or , M
I 4
4.
7.
w w w .w ad et rim .c om
Know what's below.
before you dig.Call
R
HORIZONTAL SCALE IN FEET
40 20 40 80
N
1900 LF CURB AND GUTTER, CONCRETE, SPILL OUT CURB
SUMMARY OF QUANTITIES THIS SHEET ALT 1
ALT 2 IS THE ADDITION
OF VIP PARKING AREA
200 CY EARTH EXCAVATION
1 EA ADJUST STRUCTURE
500 SY 21AA AGGREGATE, LIMESTONE, 8-INCH
75 TON BITUMINOUS PAVEMENT, LEVELING COURSE, 4EML
45 TON BITUMINOUS PAVEMENT, WEARING COURSE, 5EML
400 FT PAVEMENT MARKING, WATERBORNE, 4-INCH WHITE
SUMMARY OF QUANTITIES THIS SHEET ALT 2
PROPOSED BITUMINOUS PAVEMENT
(1.5-INCH 5EML) (2.5-INCH 4EML)
(PLACE ASPHALT IN TWO LIFTS)
21 AA AGGREGATE BASE, LIMESTONE,
8-INCH COMPACTED TO 98% MAXIMUM DENSITY
ALT 2 PROPOSED
ASPHALT SECTION
PAVEMENT NOTES
· EXISTING PAVEMENT CONSISTS OF 3-5 INCHES OF BITUMINOUS PAVEMENT
OVER 8 INCHES OF EXISTING AGGREGATE BASE
· CONTRACTOR WILL REMOVE EXISTING ASPHALT PAVEMENT, GRADE EXISTING AGG
BASE, PERFORM ANY BASE REPAIR AND APPLY PROPOSED ASPHALT PAVEMENT
LEGEND
PROPOSED ASPHALT PAVEMENT
PROPOSED INLET FILTER
IDENTIFICATION NO. RATE PER SYD PERFORMANCE
GRADE REMARKS
HMA APPLICATION ESTIMATE
64-28 WEARING5EML 165#
* BOND COAT 0-0.10 GAL/SYD FOR INFORMATION ONLY
SILT FENCE
6"
3"
4"
3" 3" 9"
18"
UNLESS OTHERWISE NOTED
4"
3"
�" DIA BARS
SLOPE 1" PER FT.
6" SPILL OUT CURB &
GUTTER DETAIL
64-28 LEVELING4EML 275#
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ALT 1 PROPOSED
CURB AND GUTTER
ADJ
BRAND-NEW-CONC
BRAND-NEW-CONC
BRICK
BRICK
BRICK
BROKEN-ASPHALT-INTO-PIECES
CONC
CONC
CONC
DUMPSTER
EAST-RIM-STORM-HIGH-SIDE
MAST-ARM
NO-ROAD-THAT-I-CAN-LOCATE-ALL-GRAVEL
E
CBP
E
CBP
4 IN. PVC CULVERT
INV=622.93
EH
EE
PP
PP
E
F.F. = 623.66
F.F. = 623.67
F.F. = 623.77
F.F. = 623.64
F.F. = 623.39
FP
GM
GA
MB
M
M
M
M
M
M
M
M
M
MM
M
MMM
M
MS
PK
P
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK ROCK
ROCK ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
S
SSSS
SSSS
S
S
S
SS
JB
JBJB
JB
E 13412367.51 N 308426.13
626.65
N 308806.23
E 13412422.93 625.53
N 308831.61
E 13412942.17 627.67
N 308409.01
E 13412943.80 627.46
N 308567.26 E 13412678.02 623.77
ASPHALT
ASPHALT
CONC
F.F. = 623.80
F.F. = 623.78
GA
GA
GAGA
GA
GAGAGA
GA
M
M
M
M
MM
M M M
MMM
MS
MS
MS
TP
TP
TP
TP
TP
TP
TP
TP
S S
JB
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T
T
T
T
T T
T T
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E O
H -E
O H
-E
OH-E
O H
-E
O H
-E
ST
ST-20004
RIM = 622.57
12" RCP W INV=617.17
12" RCP N INV=617.17
12" RCP S INV=617.17
12" RCP E INV=617.27
ST
ST-20164
RIM = 622.38
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
ST
ST-20263
RIM = 624.59
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
ST
ST-20297
RIM = 624.16
12" RCP E INV=615.66
12" RCP N INV=617.66
ST
ST-20456
RIM = 622.57
12" CLAY EAST-SE INV=615.97
12" RCP N INV=615.97
12" RCP W INV=615.97
12" RCP S INV=615.97
ST
ST-20712
RIM = 622.13
12" RCP SOUTH-SE INV=616.53
6" PVC NE INV=618.23
4" CPP SW INV=620.23
D
ST
ST-20942
RIM = 624.68
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-20979
RIM = 624.82
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-21086
RIM = 622.63
12" RCP E INV=616.13
12" RCP W INV=616.13
ST
ST-21114
RIM = 622.62
12" RCP E INV=618.47
ST
ST-21322
RIM = 622.42
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
D
ST
ST-21356
RIM = 622.50
12" RCP EAST-NE INV=616.00
12" RCP W INV=616.00
CB
CB-21537
RIM = 623.08
36" RCP N INV=612.48
36" RCP S INV=612.58
15" RCP W INV=613.98
CB
CB-21598
RIM = 621.78
6" PVC W INV=619.78
4" CPP E INV=620.48
ST
ST-21758
RIM = 622.62
15" RCP E INV=614.47
12" RCP W INV=614.62
ST
ST-21846
RIM = 622.61
12" RCP E INV=615.21
12" CLAY WEST-NW INV=615.21
ST
ST-21906
RIM = 622.44
12" RCP W INV=617.89
12" RCP E INV=617.89
4" CPP SW INV=620.24
ST
ST-21913
RIM = 622.52
12" RCP W INV=618.77
ST
ST-22159
RIM = 625.12
36" RCP N INV=612.92
36" RCP S INV=613.02
12" RCP E INV=614.92
12" RCP W INV=614.42
ST
ST-22171
RIM = 625.09
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
S
SS-22200
RIM = 625.90
NO VISIBLE PIPES
FILLED W/DEBRIS-WATER
CB
CB-22201
RIM = 623.55
36" RCP N INV=612.70
36" RCP S INV=612.70
12" CLAY E INV=616.45
ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST ST
ST ST ST ST
ST
ST ST ST ST ST ST ST ST
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
S T
S T
S T
S T
S T
S T
S T
S T
S T
UG-E UG-E UG-E
UG-E
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
BM
BM
BM
12" STM
12" STM
12" STM
4" S
TM
6" S
TM
12" STM
12" STM
15" STM
" S
TM
" S
TM
" S
TM
" S
TM
12" STM12" STM12" STM
12"
12" STM 12" STM 12" STM 12" STM
ST
4"
STM
12" S
TM
12" S
TM
4" STM6" STM
UG-T UG-T UG-T UG-T
UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
UG-E UG-E UG-E
MM
W WARREN AVE
624.73
FG
623.82 T
623.32 G
623.97 T
623.47 G
623.77 T
623.27 G
623.79 T
623.29 G
623.96 T
623.46 G
623.93 T
623.43 G
624.20 T
623.70 G
623.80 T
623.30 G
623.81 T
623.31 G
623.75 T
623.25 G
623.62 T
623.12 G
623.66 T
623.16 G
623.84 T
623.34 G
623.79 T
623.29 G
623.80 T
623.30 G
623.45 T
622.95 G
623.57 T
623.07 G623.64 T
623.14 G
623.73 T
623.23 G
623.75 T
623.25 G
623.57 T
623.07 G
623.56 T
623.06 G
623.52 T
623.02 G
623.72 T
623.22 G
624.02 T
623.52 G
623.75 T
623.25 G
624.38 T
623.88 G
624.09 T
623.59 G
624.02 T
623.52 G
624.07 T
623.57 G
624.16 T
623.66 G
624.10 T
623.60 G
623.90 T
623.40 G
623.68 T
623.18 G
623.74 T
623.24 G
623.43 T
622.93 G
623.41 T
622.91 G
623.50 T
623.00 G
623.72 T
623.22 G
623.83 T
623.33 G
623.92 T
623.42 G
623.43 T
622.93 G
623.44 T
622.94 G
623.64 T
623.14 G
623.76 T
623.26 G
623.76 T
623.26 G
623.71 T
623.21 G
623.65 T
623.15 G
623.54 T
623.04 G
623.40
FG
623.42
FG
623.95 T
623.45 G
623.67
FG
625.05
FG
622.71
FG
623.83
FG
623.78
FG 624.55 T
624.05 G
624.18 T
623.68 G
624.04 T
623.54 G
624.02 T
623.52 G
623.83 T
623.33 G
623.93 T
623.43 G
624.33
MATCH
624.49
MATCH
624.59
MATCH
624.40
MATCH
623.58
FG
623.65
FG
624.28
FG
623.77
FG
623.85 T
623.35 G
623.86 T
623.36 G
623.84 T
623.34 G
623.86 T
623.36 G
623.89 T
623.39 G
623.81 T
623.31 G623.82 T
623.32 G
623.84 T
623.34 G
623.87 T
623.37 G
623.75 T
623.25 G
623.82 T
623.32 G
623.93 T
623.43 G623.89 T
623.39 G
623.80 T
623.30 G
623.91 T
623.41 G
623.82 T
623.32 G
624.28 T
623.78 G 624.25 T
623.75 G
624.36 T
623.86 G624.26 T
623.76 G
624.22 T
623.72 G
624.09 T
623.59 G
624.20 T
623.70 G
624.12 T
623.62 G 624.06 T
623.56 G624.02 T
623.52 G
624.01 T
623.51 G 624.01 T
623.51 G624.00 T
623.50 G
623.72 T
623.22 G
624.05 T
623.55 G
623.95 T
623.45 G
623.94 T
623.44 G
623.92 T
623.42 G
623.62 T
623.12 G
624.13 T
623.63 G
624.56 T
624.06 G
624.15 T
623.65 G
623.40
FG
624.19 T
623.69 G
623.25
FG
623.61 T
623.25 G
623.42 T
623.22 G
623.40 T
623.27 G
623.32 T
623.14 G623.16 T
622.89 G
622.76
FG
622.72
FG
623.21
FG
623.83 T
623.33 G
623.15 T
622.68 G
622.13
RIM
623.57 T
623.07 G
623.28 T
622.79 G
624.50 T
624.00 G
623.66
FG
623.66
FG
623.68
FG
623.80
FG
623.88
FG
623.84
FG
623.50
MATCH 623.76
MATCH
623.86
FG
623.81
FG
623.93
FG
624.55 T
624.05 G
624.23 T
623.73 G
624.25 T
623.75 G624.29 T
623.79 G
624.28 T
623.78 G
624.36 T
623.86 G
623.98 T
623.48 G
624.17 T
623.67 G
624.07 T
623.57 G
623.98 T
623.48 G
623.88 T
623.38 G623.87 T
623.37 G
623.86 T
623.36 G
623.69 T
623.19 G
623.61 T
623.11 G
623.76 T
623.26 G 623.76 T
623.26 G
623.76 T
623.26 G
624.08 T
623.58 G
623.95 T
623.45 G
623.95 T
623.45 G
623.94 T
623.44 G
624.03 T
623.53 G
624.07 T
623.57 G
624.06 T
623.56 G 624.07 T
623.57 G
624.13 T
623.63 G
624.35 T
623.85 G
624.55 T
624.05 G
624.25 T
623.75 G
624.24 T
623.74 G
624.24 T
623.74 G
624.37 T
623.87 G
624.37 T
623.87 G
624.05 T
623.55 G
624.03 T
623.53 G
624.04 T
623.54 G
624.38 T
623.88 G
624.30 T
623.80 G624.20 T
623.70 G
624.07 T
623.57 G
624.12 T
623.62 G
624.06 T
623.56 G
623.99 T
623.49 G
624.00 T
623.50 G
624.08 T
623.58 G
624.27 T
623.77 G
624.23 T
623.73 G
624.16 T
623.66 G
624.12 T
623.62 G
624.12 T
623.62 G
625.13 T
624.63 G
624.60 T
624.10 G
624.36 T
623.86 G
624.30 T
623.80 G
624.31 T
623.81 G
624.38 T
623.88 G
624.14 T
623.64 G624.16 T
623.66 G
624.15 T
623.65 G
624.16 T
623.66 G
624.21 T
623.71 G
624.10 T
623.60 G
624.07 T
623.57 G623.97 T
623.47 G
623.95 T
623.45 G
624.36
FG
624.07
FG
624.69 T
624.19 G
625.15
FG
624.63 T
624.13 G
624.46 T
623.96 G
623.39
FG
623.40
FG
623.40
FG
623.53
FG
623.32
FG
623.51
FG
622.42
RIM
622.50
RIM
625.17
FG
623.32
FG
624.25
FG
623.92 T
623.42 G
623.95 T
623.45 G
622.62
RIM
622.63
RIM
622.57
622.44
RIM
622.52
RIM
622.62
RIM
622.61
RIM
622.57
RIM
622.38
RIM
622.76
622.85
623.07
622.97
623.48
623.50623.64
623.43
623.21
622.84622.82
623.19
623.00
623.08
622.92622.98
623.30623.31
623.21 623.28
JOB NO.
SHEET
ISSUED FOR: DATE:
R
EV
D
AT
E
BY
D
ES
C
R
IP
TI
O
N
BY:
W ad e
Tr im
G ro up , I nc
C :\P
W _W
O R
K\ W
AD
E-
TR
IM
_A
KA
SP
O
R \D
6\
SH
T-
C G
S- W
AR
R
EN
G
R
AD
IN
G
.D W
G P
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TT
ED
/4 /2
1:
P M
B Y
KA
SP
O R
, A N
D Y
PR
O
JE
C
T M
AN
AG
ER
DHT1005-25T
C
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Y O
F D
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R
BO
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N H
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H
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W
AY
N E
C O
U N
TY
, M
IC
H
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AN
W W
AR
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P
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N G
L O
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W W
AR
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EN
P
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N G
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VA
U
G H
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W ad e Tr im A ss oc ia te s, In c.
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Know what's below.
before you dig.Call
R
PR
O
PO
SE
D G
R
AD
IN
G
HORIZONTAL SCALE IN FEET
40 20 40 80
N
NOTE: THE CONTRACTOR WILL COORDINATE WITH RIVERSIDE
SCHOOL PAVING PROJECT TO MATCH ELEVATIONS AND ENSURE
ADEQUATE DRAINAGE.
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