April 14, 2020 Mr. Chris Bullinger Manager of Facilities and ......Please feel free to contact me at...
4
Barton Malow Company 26500 American Drive Southfield, MI 48034 April 14, 2020 Mr. Chris Bullinger Manager of Facilities and Grounds South Lyon Community Schools 22727 Griswold Road South Lyon, Michigan 48178 Subject: South Lyon Community Schools 2020 Paving Projects at MMS & SLHS Contract Award Recommendation Dear Mr. Bullinger, Barton Malow and Spalding DeDecker Associates evaluated the bid proposals for the 2020 Paving Improvements at Millennium Middle School and South Lyon High School. A post-bid review was conducted with the contractor listed below on Monday, March 13, 2020 and references were checked. Everything was found to be in order. Therefore, it is the recommended motion that the South Lyon Community Schools Board of Education awards the following contract as presented: Paving Equipment True North Asphalt Millennium Middle School $20,710 Rochester Hills, MI South Lyon High School $40,150 Contract Amount: $60,860 The project includes replacing the entrance pavement to Millennium Middle School off Pontiac Trail and resurfacing the entry drive at South Lyon High School off Pontiac Trail. This project was advertised on the State website and posted online on Building Connected. The bids were received on Tuesday, April 7, 2020 at 11:00 a.m. The contractor listed above is the low, qualified bidder. The projects will be paid for from the surplus of the 2015 Bond Issue funds. The project is scheduled to begin in the spring of 2020 and be complete before the 2020-21 school year starts. A bid tabulation sheet attached for review. Please feel free to contact me at 586-615-1332 or [email protected]if you should have any questions or comments regarding this award recommendation. Sincerely, BARTON MALOW Jeff Atkins Project Manager copy: Tom Sovel, Spalding DeDecker Associates File
April 14, 2020 Mr. Chris Bullinger Manager of Facilities and ......Please feel free to contact me at 586-615-1332 or [email protected] if you should have any questions or
Barton Malow Company 26500 American Drive Southfield, MI 48034
April 14, 2020 Mr. Chris Bullinger Manager of Facilities and Grounds South Lyon Community Schools 22727 Griswold Road South Lyon, Michigan 48178 Subject: South Lyon Community Schools
2020 Paving Projects at MMS & SLHS Contract Award Recommendation
Dear Mr. Bullinger, Barton Malow and Spalding DeDecker Associates evaluated the bid proposals for the 2020 Paving Improvements at Millennium Middle School and South Lyon High School. A post-bid review was conducted with the contractor listed below on Monday, March 13, 2020 and references were checked. Everything was found to be in order. Therefore, it is the recommended motion that the South Lyon Community Schools Board of Education awards the following contract as presented:
Paving Equipment True North Asphalt Millennium Middle School $20,710
Rochester Hills, MI South Lyon High School $40,150 Contract Amount: $60,860 The project includes replacing the entrance pavement to Millennium Middle School off Pontiac Trail and resurfacing the entry drive at South Lyon High School off Pontiac Trail. This project was advertised on the State website and posted online on Building Connected. The bids were received on Tuesday, April 7, 2020 at 11:00 a.m. The contractor listed above is the low, qualified bidder. The projects will be paid for from the surplus of the 2015 Bond Issue funds. The project is scheduled to begin in the spring of 2020 and be complete before the 2020-21 school year starts. A bid tabulation sheet attached for review. Please feel free to contact me at 586-615-1332 or [email protected] if you should have any questions or comments regarding this award recommendation. Sincerely, BARTON MALOW Jeff Atkins Project Manager copy: Tom Sovel, Spalding DeDecker Associates File
REMOVE ASPHALT PAVEMENT TO FULL DEPTH. SAWCUT FULL DEPTH WHERE NEW PAVEMENT WILL BE PLACED ADJACENT TO EXISTING PAVEMENT. INCLUDE REMOVAL OF DETAIL M CONCRETE GUTTER, SAWCUT FULL DEPTH TO NEAREST JOINT, WHERE SHOWN. SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. SAWCUT FULL DEPTH TO NEAREST JOINT, WHERE SHOWN. CONTRACTOR TO PROTECT EXISTING WALKS, PAVEMENT, CURBS, GUTTERS, WALLS, FENCES, GATES, LANDSCAPING AND TREES TO REMAIN DURING CONSTRUCTION. PROTECT EXISTING UTILITIES AND UTILITY STRUCTURES TO REMAIN. ALL DEPRESSIONS CREATED BY DEMOLITION PROCEDURES SHALL BE BACKFILLED WITH CLASS II FILL MATERIAL, IN 8" LIFTS COMPACTED TO 95% OF MAXIMUM UNIT WEIGHT, UP TO PROPOSED SUBGRADE. CONTRACTOR IS RESPONSIBLE FOR DOING AN EARTHWORK CALCULATION FOR CUT AND FILL REQUIREMENTS, AND IS RESPONSIBLE FOR INCLUDING IMPORT AND EXPORT OF MATERIALS IN THEIR BID. ALL EXCESS MATERIAL (INCLUDING TOPSOIL, CLEAN FILL, AND WASTE MATERIAL) SHALL BE REMOVED FROM THE SITE.
AutoCAD SHX Text
1
AutoCAD SHX Text
1. TOPOGRAPHIC AND/OR BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, TOPOGRAPHIC AND/OR BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS IS BASED ON RECORD DATA NOT MEASURED IN THE FIELD. 2. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL INFORMATION SHOWN ON THIS SURVEY THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL INFORMATION SHOWN ON THIS SURVEY AND NOTIFYING THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL UTILIZE A PRIVATE UTILITY LOCATOR TO STAKE PUBLIC AND PRIVATE CONTRACTOR SHALL UTILIZE A PRIVATE UTILITY LOCATOR TO STAKE PUBLIC AND PRIVATE UTILITY LOCATIONS PRIOR TO START OF CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY, AT NO COST TO THE PROJECT, TO REPAIR OR REPLACE ANY DAMAGE CAUSED TO EXISTING UTILITIES. 4. CONTRACTOR SHALL CONTACT MISS DIG (811) THREE WORKING DAYS PRIOR TO THE START OF CONTRACTOR SHALL CONTACT MISS DIG (811) THREE WORKING DAYS PRIOR TO THE START OF CONSTRUCTION FOR STAKING OF UTILITIES.
AutoCAD SHX Text
1. EARTHWORK AND PAVEMENT CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE EARTHWORK AND PAVEMENT CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESS OTHERWISE NOTED IN THE FOLLOWING ITEMS. 2. ALL BITUMINOUS MATERIAL SHALL BE COMPACTED TO A DENSITY NO LESS THAN 97 ALL BITUMINOUS MATERIAL SHALL BE COMPACTED TO A DENSITY NO LESS THAN 97 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE MARSHALL METHOD. 3. A BOND COAT OF SS-1H EMULSION IS REQUIRED BETWEEN THE LEVELING COURSE AND THE A BOND COAT OF SS-1H EMULSION IS REQUIRED BETWEEN THE LEVELING COURSE AND THE WEARING COURSE WHEN EITHER 24 HOURS HAVE ELAPSED BETWEEN PLACEMENT OF THE BITUMINOUS COURSES OR 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. 4. PERFORMANCE GRADE PG64-22 ASPHALT CEMENT SHALL BE USED IN THE PRODUCTION OF PERFORMANCE GRADE PG64-22 ASPHALT CEMENT SHALL BE USED IN THE PRODUCTION OF ALL BITUMINOUS MIXTURES. RECLAIMED ASPHALT PAVEMENT (RAP) SHALL BE ALLOWED ONLY AS SPECIFIED BY THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, UNLESS NOTED ON THE PROJECT DETAILS. 5. CONSTRUCTION TRAFFIC SHALL BE MINIMIZED ON THE NEW PAVEMENT. IF CONSTRUCTION CONSTRUCTION TRAFFIC SHALL BE MINIMIZED ON THE NEW PAVEMENT. IF CONSTRUCTION TRAFFIC IS ANTICIPATED ON THE PAVEMENT STRUCTURE, THE PLACEMENT 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. 6. DIRECTIONAL ARROW PAVEMENT MARKINGS AND PAVEMENT MARKING LETTERING WHERE DIRECTIONAL ARROW PAVEMENT MARKINGS AND PAVEMENT MARKING LETTERING WHERE INDICATED SHALL BE WHITE PREFORMED THERMOPLASTIC UNLESS OTHERWISE NOTED. INSTALLATION OF THESE PERMANENT PAVEMENT MARKINGS SHALL BE PERFORMED PER THE MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTIONS 811 AND 920. 7. CONTRACTOR SHALL PROTECT EXISTING CURB, GUTTER, SIDEWALK, WALLS, FENCES AND ALL CONTRACTOR SHALL PROTECT EXISTING CURB, GUTTER, SIDEWALK, WALLS, FENCES AND ALL OTHER EXISTING SITE FEATURES NOT INDICATED FOR REMOVAL OR REHABILITATION.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
AREA OF WORK
AutoCAD SHX Text
CURB
AutoCAD SHX Text
A
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
A
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
*
AutoCAD SHX Text
CURB HEIGHT
AutoCAD SHX Text
1'-6" + CURB & GUTTER WIDTH
AutoCAD SHX Text
PAVEMENT THICKNESS
AutoCAD SHX Text
1" MIN.
AutoCAD SHX Text
REINFORCEMENT AS IN ADJACENT CURB & GUTTER
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
1" EXPANSION JOINT
AutoCAD SHX Text
RADIUS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER
AutoCAD SHX Text
* TO EDGE OF GUTTER OR FACE OF INTEGRAL CURB
AutoCAD SHX Text
ALIGN DRIVEWAY RETURN TO FIT OPENING IN CURB & GUTTER
AutoCAD SHX Text
(SEE DETAIL BELOW)
AutoCAD SHX Text
GUTTER PAN
AutoCAD SHX Text
PLANE OF WEAKNESS JOINTS
AutoCAD SHX Text
1" EXPANSION JOINT
AutoCAD SHX Text
FLOW LINE
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
12" WIDE WHITE CROSSWALK NON-SLIP PREFORMED THERMOPLASTIC PAVEMENT MARKINGS, PREMARK BY ENNIS-FLINT (OR APPROVED EQUAL), 24" O.C., TYPICAL.
AutoCAD SHX Text
ALIGN CROSSWALKS WITH ADJACENT SIDEWALK RAMPS AS SHOWN ON THE PLANS.
AutoCAD SHX Text
4
AutoCAD SHX Text
4" LIMESTONE AGG. BASE, 21AA
AutoCAD SHX Text
EPOXY COATED #4 BAR (TYP)
AutoCAD SHX Text
PLAN GUTTER
AutoCAD SHX Text
PLAN TC
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"R.
AutoCAD SHX Text
2"R.
AutoCAD SHX Text
6"
AutoCAD SHX Text
9"
AutoCAD SHX Text
5w"
AutoCAD SHX Text
f"
AutoCAD SHX Text
1s"
AutoCAD SHX Text
5i"
AutoCAD SHX Text
(MATCH EX. CURB WIDTH)
AutoCAD SHX Text
4"
AutoCAD SHX Text
1'-2"
AutoCAD SHX Text
9"
AutoCAD SHX Text
NOTE: CURB AND GUTTER SHOWN ADJACENT TO CONCRETE PAVEMENT SHALL BE CONSTRUCTED AS INTEGRAL CURB AND GUTTER.
AutoCAD SHX Text
24"
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
1 inch = 10 ft.
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
20
AutoCAD SHX Text
1. PROPER SIGNING IS REQUIRED BEFORE BEGINNING WORK WITHIN THE RIGHT-OF-WAY. SUCH PROPER SIGNING IS REQUIRED BEFORE BEGINNING WORK WITHIN THE RIGHT-OF-WAY. SUCH SIGNS SHOULD INCLUDE: A. CONSTRUCTION AHEAD CONSTRUCTION AHEAD B. REDUCE SPEED REDUCE SPEED C. ROAD WORK AHEAD ROAD WORK AHEAD 2. WHERE CONSTRUCTION IS LOCATED WITHIN RIGHT-OF-WAY OF TWO-WAY ROADWAY, WHERE CONSTRUCTION IS LOCATED WITHIN RIGHT-OF-WAY OF TWO-WAY ROADWAY, MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. 3. CALL INSPECTOR OR PERMIT SUPERVISOR 48 HOURS BEFORE BEGINNING ANY WORK IN THE CALL INSPECTOR OR PERMIT SUPERVISOR 48 HOURS BEFORE BEGINNING ANY WORK IN THE R.O.W. 4. LANE CLOSURES ARE RESTRICTED TO 9AM-3PM MONDAY-FRIDAY. LANE CLOSURES ARE RESTRICTED TO 9AM-3PM MONDAY-FRIDAY. 5. WHERE CONSTRUCTION IS LOCATED WITHIN RIGHT-OF-WAY OF TWO-WAY ROADWAY, FLAG WHERE CONSTRUCTION IS LOCATED WITHIN RIGHT-OF-WAY OF TWO-WAY ROADWAY, FLAG PERSON REQUIRED FOR TEMPORARY ONE LANE ROADS. 6. WITHIN THE INFLUENCE OF THE ROADBED, MDOT CLASS II SAND COMPACTED TO 95% OF WITHIN THE INFLUENCE OF THE ROADBED, MDOT CLASS II SAND COMPACTED TO 95% OF MAXIMUM UNIT DENSITY IS REQUIRED FOR SUBGRADE BACKFILL. 7. SUITABLE BASE TO BE DETERMINED BY R.C.O.C. INSPECTOR IN THE FIELD. SUITABLE BASE TO BE DETERMINED BY R.C.O.C. INSPECTOR IN THE FIELD. 8. FULL DEPTH SAWCUT AND/OR MILLED BUTT JOINT IS REQUIRED AT DRIVEWAY FULL DEPTH SAWCUT AND/OR MILLED BUTT JOINT IS REQUIRED AT DRIVEWAY RECONSTRUCTION, WITH LOCATION/WIDTH AS DIRECTED BY RCOC INSPECTOR. 9. MATCH AND TIE PROPOSED CURB TO EXISTING CURB. EPOXY COATED #4 BAR REQUIRED. MATCH AND TIE PROPOSED CURB TO EXISTING CURB. EPOXY COATED #4 BAR REQUIRED. 10. PROPOSED DRIVEWAY OPENINGS AND APPROACHES SHALL MEET THE REQUIREMENTS OF PROPOSED DRIVEWAY OPENINGS AND APPROACHES SHALL MEET THE REQUIREMENTS OF MDOT DETAIL R-29-F. 11. RAMPS AND SIDEWALKS AT DRIVEWAY APPROACHES SHALL MEET ADA SPECIFICATIONS.RAMPS AND SIDEWALKS AT DRIVEWAY APPROACHES SHALL MEET ADA SPECIFICATIONS.
AutoCAD SHX Text
9 MILE RD
AutoCAD SHX Text
PONTIAC TRAIL
AutoCAD SHX Text
MILLENNIUM MIDDLE SCHOOL
AutoCAD SHX Text
PLAN GRADE
AutoCAD SHX Text
2" BIT. MIX NO. 5E1 (MDOT TIER 1 RAP CONTENT)
AutoCAD SHX Text
3" BIT. MIX NO. 4E1
AutoCAD SHX Text
4" BITUMINOUS MIX NO. 3E1 (TWO EQUAL LIFTS)
AutoCAD SHX Text
6" LIMESTONE AGG. BASE, 21AA
12" WM12" WM
12" WM12" WM
12" WM12" WM
GG
GG
GG
955
954
952
951
950
949
948
947
955
954
95395
295195
094994
8
956
956
955
12" WM12" WM
12" WM12" WM
12" WM12" WM
GG
GG
GG
955
956
956
955
C2.1
M C2.1
AP-D
Proje
ct Tit
le
Proje
ct De
signe
r
Q.M.
Rev
iew
Appr
oved
Draw
ing S
cale
Proje
ct Nu
mber
Proje
ct Ar
chite
ct / E
ngine
er
Draw
n By
Proje
ct Ad
minis
trator
Tom
Sove
l
Sou
th Ly
on C
ommu
nity S
choo
ls
File Path 5/24/2019 10:30:56 AM
Draw
ing N
umbe
r
Issue
d for
Issue
Date
IDS
Draw
ing T
itle
As N
oted
XXXX
X-XX
XX
1000
N La
fayett
e St.,
South
Lyon
, MI 4
8178
AQUA
TICS
DES
IGN
CONS
ULTA
NTCO
UNSI
LMAN
-HUN
SAKE
R10
733 S
UNSE
T OF
FICE
DR,
SUI
TE 40
0ST
. LOU
IS, M
O 63
127
314-
894-
1245
www.
coun
silma
nhun
sake
r.com
Sout
h Ly
on S
choo
ls
c 20
18
, LLC
INTEG
ETRA
DSO
LUT
SNIO
iDs
____
1441
wes
t long
lake
, suit
e 200
troy,
mich
igan 4
8098
5211
casc
ade r
oad S
E, su
ite 30
0gr
and r
apids
, mich
igan 4
9546
248.8
23.21
00ww
w.ids
-mich
igan.c
om
archit
ectur
e en
ginee
ring
interi
ors &
techn
ology
INTE
GET
RAD
SOLU
TSNIO
SD N
P19-
067
Owne
r Rev
iew 0
7-03
-201
9
Tom
Sove
l
Jaco
b Bak
ou
Tom
Sove
l
Tom
Sove
l
CIVI
L ENG
INEE
RSP
ALDI
NG D
EDEC
KER
905 S
OUTH
BLV
D. E
AST
ROCH
ESTE
R HI
LLS,
MI 4
8307
800-
598-
1600
www.
sda-
eng.c
om
STRU
CTUR
AL E
NGIN
EER
DESA
I/NAS
R CO
NSUL
TING
ENG
INEE
RS, IN
C.67
65 D
ALY
ROAD
WES
T BL
OOMF
IELD
, MI 4
8322
248-
932-
2010
www.
desa
inasr.
com
Sout
h Ly
on H
igh
Scho
ol
RCOC
Rev
iew 0
7-08
-201
9BI
DS 0
3-11
-202
0
GR
AP
HIC
SC
ALE
C2.1
Site
Engin
eerin
g Plan
South
Driv
eway
DEM
OLI
TIO
N N
OTE
S
CONT
RACT
OR S
HALL
UTI
LIZE
A PR
IVAT
E UT
ILITY
LOC
ATOR
TO
STAK
E PU
BLIC
AND
PRIV
ATE
UTILI
TY L
OCAT
IONS
PRI
OR T
O ST
ART
OF C
ONST
RUCT
ION.
IT
IS T
HECO
NTRA
CTOR
'S RE
SPON
SIBI
LITY
TO R
EPAI
R OR
REP
LACE
ANY
DAM
AGE
TO E
XIST
ING
UTILI
TY L
INES
.
SURV
EY N
OTE
S
PAVI
NG
CO
NST
RUC
TIO
N N
OTE
S
KEY
PLAN
NO
TE
SCAL
E: 1
" = 2
0'SI
TE E
NG
INEE
RIN
G P
LAN
SCAL
E: 1
" = 1
0'AP
PRO
ACH
PLA
N
SEC
TIO
N A
- A
NO
T TO
SC
ALE
CO
NC
RETE
DRI
VEW
AY O
PEN
ING
DET
AIL
PLAN
C1.0
M
R.C
.O.C
. RIG
HT-
OF-
WAY
NO
TES:
MIL
L EX
ISTI
NG
PAV
EMEN
TD
ETAI
LAP
-MC
1.0AP
-MC
1.0
NO
T TO
SC
ALE
DEE
P ST
REN
GTH
BIT
UM
INO
US
PAVE
MEN
TAP
-DC2
.1
AutoCAD SHX Text
956.03
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.49
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
955.73
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
947.84
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
947.54
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
947.48
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.28
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.50
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.14
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.98
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
955.48
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
952.55
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
950.84
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
949.88
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
949.16
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
948.57
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
947.55
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
946.85
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.57
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.11
AutoCAD SHX Text
955.49
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
955.18
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
954.32
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.60
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
955.40
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
955.41
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
946.09
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
946.62
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
2950
AutoCAD SHX Text
947.34
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
2951
AutoCAD SHX Text
947.18
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
2952
AutoCAD SHX Text
946.48
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
2953
AutoCAD SHX Text
946.12
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
2954
AutoCAD SHX Text
945.92
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
6" G
AutoCAD SHX Text
1
AutoCAD SHX Text
PAVEMENT MARKINGS TO MATCH EXISTING COLOR AND STYLE
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text
N LAFAYETTE STREET
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
PROVIDE 12" WIDE BUT JOINT
AutoCAD SHX Text
956.03
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.49
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
955.73
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.28
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.50
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.14
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.98
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
956.60
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
955.40
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
955.41
AutoCAD SHX Text
SPOT
AutoCAD SHX Text
6" G
AutoCAD SHX Text
N LAFAYETTE STREET
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
1 inch = 20 ft.
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
MILL AND DISPOSE OF EXISTING ASPHALT PAVEMENT TO 3" DEPTH. CREATE VERTICAL BUTT JOINTS WHERE NEW PAVEMENT WILL BE PLACED ADJACENT TO EXISTING PAVEMENT. MILLED SURFACE SHOULD BE REVIEWED FOR DEFECTS AND POSSIBLE NEED FOR FULL DEPTH REPLACEMENT PRIOR TO PLACEMENT OF FINAL WEARING COURSE. SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. SAWCUT FULL DEPTH TO NEAREST JOINT, WHERE SHOWN. CONTRACTOR TO PROTECT EXISTING WALKS, PAVEMENT, CURBS, GUTTERS, WALLS, FENCES, GATES, LANDSCAPING AND TREES TO REMAIN DURING CONSTRUCTION. ALL DEPRESSIONS CREATED BY DEMOLITION PROCEDURES SHALL BE BACKFILLED WITH CLASS II FILL MATERIAL, IN 8" LIFTS COMPACTED TO 95% OF MAXIMUM UNIT WEIGHT, UP TO PROPOSED SUBGRADE. CONTRACTOR IS RESPONSIBLE FOR DOING AN EARTHWORK CALCULATION FOR CUT AND FILL REQUIREMENTS, AND IS RESPONSIBLE FOR INCLUDING IMPORT AND EXPORT OF MATERIALS IN THEIR BID. ALL EXCESS MATERIAL (INCLUDING TOPSOIL, CLEAN FILL, AND WASTE MATERIAL) SHALL BE REMOVED FROM THE SITE.
AutoCAD SHX Text
1
AutoCAD SHX Text
1. TOPOGRAPHIC AND/OR BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, TOPOGRAPHIC AND/OR BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS IS BASED ON RECORD DATA NOT MEASURED IN THE FIELD. 2. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL INFORMATION SHOWN ON THIS SURVEY THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL INFORMATION SHOWN ON THIS SURVEY AND NOTIFYING THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL UTILIZE A PRIVATE UTILITY LOCATOR TO STAKE PUBLIC AND PRIVATE CONTRACTOR SHALL UTILIZE A PRIVATE UTILITY LOCATOR TO STAKE PUBLIC AND PRIVATE UTILITY LOCATIONS PRIOR TO START OF CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY, AT NO COST TO THE PROJECT, TO REPAIR OR REPLACE ANY DAMAGE CAUSED TO EXISTING UTILITIES. 4. CONTRACTOR SHALL CONTACT MISS DIG (811) THREE WORKING DAYS PRIOR TO THE START OF CONTRACTOR SHALL CONTACT MISS DIG (811) THREE WORKING DAYS PRIOR TO THE START OF CONSTRUCTION FOR STAKING OF UTILITIES.
AutoCAD SHX Text
1. EARTHWORK AND PAVEMENT CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE EARTHWORK AND PAVEMENT CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESS OTHERWISE NOTED IN THE FOLLOWING ITEMS. 2. ALL BITUMINOUS MATERIAL SHALL BE COMPACTED TO A DENSITY NO LESS THAN 97 ALL BITUMINOUS MATERIAL SHALL BE COMPACTED TO A DENSITY NO LESS THAN 97 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE MARSHALL METHOD. 3. A BOND COAT OF SS-1H EMULSION IS REQUIRED BETWEEN THE LEVELING COURSE AND THE A BOND COAT OF SS-1H EMULSION IS REQUIRED BETWEEN THE LEVELING COURSE AND THE WEARING COURSE WHEN EITHER 24 HOURS HAVE ELAPSED BETWEEN PLACEMENT OF THE BITUMINOUS COURSES OR 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. 4. PERFORMANCE GRADE PG64-22 ASPHALT CEMENT SHALL BE USED IN THE PRODUCTION OF PERFORMANCE GRADE PG64-22 ASPHALT CEMENT SHALL BE USED IN THE PRODUCTION OF ALL BITUMINOUS MIXTURES. RECLAIMED ASPHALT PAVEMENT (RAP) SHALL BE ALLOWED ONLY AS SPECIFIED BY THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, UNLESS NOTED ON THE PROJECT DETAILS. 5. CONSTRUCTION TRAFFIC SHALL BE MINIMIZED ON THE NEW PAVEMENT. IF CONSTRUCTION CONSTRUCTION TRAFFIC SHALL BE MINIMIZED ON THE NEW PAVEMENT. IF CONSTRUCTION TRAFFIC IS ANTICIPATED ON THE PAVEMENT STRUCTURE, THE PLACEMENT 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. 6. DIRECTIONAL ARROW PAVEMENT MARKINGS AND PAVEMENT MARKING LETTERING WHERE DIRECTIONAL ARROW PAVEMENT MARKINGS AND PAVEMENT MARKING LETTERING WHERE INDICATED SHALL BE WHITE PREFORMED THERMOPLASTIC UNLESS OTHERWISE NOTED. INSTALLATION OF THESE PERMANENT PAVEMENT MARKINGS SHALL BE PERFORMED PER THE MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTIONS 811 AND 920. 7. CONTRACTOR SHALL PROTECT EXISTING CURB, GUTTER, SIDEWALK, WALLS, FENCES AND ALL CONTRACTOR SHALL PROTECT EXISTING CURB, GUTTER, SIDEWALK, WALLS, FENCES AND ALL OTHER EXISTING SITE FEATURES NOT INDICATED FOR REMOVAL OR REHABILITATION.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
AREA OF WORK
AutoCAD SHX Text
CURB
AutoCAD SHX Text
A
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
A
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
*
AutoCAD SHX Text
CURB HEIGHT
AutoCAD SHX Text
1'-6" + CURB & GUTTER WIDTH
AutoCAD SHX Text
PAVEMENT THICKNESS
AutoCAD SHX Text
1" MIN.
AutoCAD SHX Text
REINFORCEMENT AS IN ADJACENT CURB & GUTTER
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
1" EXPANSION JOINT
AutoCAD SHX Text
RADIUS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER
AutoCAD SHX Text
* TO EDGE OF GUTTER OR FACE OF INTEGRAL CURB
AutoCAD SHX Text
ALIGN DRIVEWAY RETURN TO FIT OPENING IN CURB & GUTTER
AutoCAD SHX Text
(SEE DETAIL BELOW)
AutoCAD SHX Text
GUTTER PAN
AutoCAD SHX Text
PLANE OF WEAKNESS JOINTS
AutoCAD SHX Text
1" EXPANSION JOINT
AutoCAD SHX Text
FLOW LINE
AutoCAD SHX Text
1. PROPER SIGNING IS REQUIRED BEFORE BEGINNING WORK WITHIN THE RIGHT-OF-WAY. SUCH PROPER SIGNING IS REQUIRED BEFORE BEGINNING WORK WITHIN THE RIGHT-OF-WAY. SUCH SIGNS SHOULD INCLUDE: A. CONSTRUCTION AHEAD CONSTRUCTION AHEAD B. REDUCE SPEED REDUCE SPEED C. ROAD WORK AHEAD ROAD WORK AHEAD 2. WHERE CONSTRUCTION IS LOCATED WITHIN RIGHT-OF-WAY OF TWO-WAY ROADWAY, WHERE CONSTRUCTION IS LOCATED WITHIN RIGHT-OF-WAY OF TWO-WAY ROADWAY, MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. 3. CALL INSPECTOR OR PERMIT SUPERVISOR 48 HOURS BEFORE BEGINNING ANY WORK IN THE CALL INSPECTOR OR PERMIT SUPERVISOR 48 HOURS BEFORE BEGINNING ANY WORK IN THE R.O.W. 4. LANE CLOSURES ARE RESTRICTED TO 9AM-3PM MONDAY-FRIDAY. LANE CLOSURES ARE RESTRICTED TO 9AM-3PM MONDAY-FRIDAY. 5. WHERE CONSTRUCTION IS LOCATED WITHIN RIGHT-OF-WAY OF TWO-WAY ROADWAY, FLAG WHERE CONSTRUCTION IS LOCATED WITHIN RIGHT-OF-WAY OF TWO-WAY ROADWAY, FLAG PERSON REQUIRED FOR TEMPORARY ONE LANE ROADS. 6. WITHIN THE INFLUENCE OF THE ROADBED, MDOT CLASS II SAND COMPACTED TO 95% OF WITHIN THE INFLUENCE OF THE ROADBED, MDOT CLASS II SAND COMPACTED TO 95% OF MAXIMUM UNIT DENSITY IS REQUIRED FOR SUBGRADE BACKFILL. 7. SUITABLE BASE TO BE DETERMINED BY R.C.O.C. INSPECTOR IN THE FIELD. SUITABLE BASE TO BE DETERMINED BY R.C.O.C. INSPECTOR IN THE FIELD. 8. FULL DEPTH SAWCUT AND/OR MILLED BUTT JOINT IS REQUIRED AT DRIVEWAY FULL DEPTH SAWCUT AND/OR MILLED BUTT JOINT IS REQUIRED AT DRIVEWAY RECONSTRUCTION, WITH LOCATION/WIDTH AS DIRECTED BY RCOC INSPECTOR. 9. MATCH AND TIE PROPOSED CURB TO EXISTING CURB. EPOXY COATED #4 BAR REQUIRED. MATCH AND TIE PROPOSED CURB TO EXISTING CURB. EPOXY COATED #4 BAR REQUIRED. 10. PROPOSED DRIVEWAY OPENINGS AND APPROACHES SHALL MEET THE REQUIREMENTS OF PROPOSED DRIVEWAY OPENINGS AND APPROACHES SHALL MEET THE REQUIREMENTS OF MDOT DETAIL R-29-F. 11. RAMPS AND SIDEWALKS AT DRIVEWAY APPROACHES SHALL MEET ADA SPECIFICATIONS.RAMPS AND SIDEWALKS AT DRIVEWAY APPROACHES SHALL MEET ADA SPECIFICATIONS.
![Figures of Speech, Introduction to [e. w. Bullinger] ~Book](https://img.pdfslide.us/doc/110x75/55cf982e550346d0339613c5/figures-of-speech-introduction-to-e-w-bullinger-book.jpg)
