north street at hazen street traffic signal …oct 28, 2019 · water/sanitary/electric: village...
TRANSCRIPT
1 O
F 5
F
ED
ER
AL
P
RO
JE
CT
#: S
TP
-X
XX
X (X
XX
) F
ED
ER
AL
IT
EM
#: X
XX
XX
X JO
B N
O.X
XX
XX
X C
ON
TR
OL S
EC
TIO
N: S
TU
L X
XX
XX
NO
RT
H S
TR
EE
T A
T H
AZ
EN
S
TR
EE
T T
RA
FF
IC
S
IG
NA
L IM
PR
OV
EM
EN
TS
- V
ILLA
GE
O
F P
AW
P
AW
AC
I JO
B # 1
9-09
11
CONTRACT FOR
LOCAL UTILITIES
TRAFFIC DATA
CALL MISS DIG
Know what's below.before you dig.Call
R
MDOT STANDARD PLANS
TRAFFIC AND SAFETY STANDARD PLANS
COUNTY KEY
VILLAGE OF PAW PAW OFFICIALS
VILLAGE OF PAW PAW
MICHIGAN DEPARTMENT OF TRANSPORTATION AND
FEDERAL HIGHWAY ADMINISTRATION
PLAN OF PROPOSED
NORTH STREET AT HAZEN STREET
TRAFFIC SIGNAL IMPROVEMENTS
VAN BUREN COUNTY
CONTROL SECTION: STUL XXXXX
JOB #: XXXXXX
FEDERAL PROJECT#: STP-XXXX (XXX)
FEDERAL ITEM#: XXXXXX
PROJECT LOCATION MAP
PROJECT AREA
MDOT STATEWIDE TRAFFIC SIGNAL DETAILS
NO. REVISION DESCRIPTION: BY: DATE:
INDEX OF SHEETS
SHT NO. DESCRIPTION
O:\P
roje
cts\
2019
\19-
0911
VO
PP N
orth
St a
t Haz
en S
t Tra
ffic
Sig
nals
\CA
D\_
Civ
il\D
raw
ings
\19-
0911
TL.
dwg,
TL
MD
OT,
10/
28/2
019
10:1
5:30
AM
, dla
rson
, 1:1
GENERAL NOTESUTILITIES
MISS DIG/UNDERGROUND UTILITY NOTIFICATIONFOR THE PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCEWITH PUBLIC ACT 174 OF 2013, THE CONTRACTOR SHALL CONTACT MISS DIGSYSTEM, INC. BY PHONE AT 811 OR 800-482-7171 OR VIA THE WEB AT EITHERELOCATE.MISSDIG.ORG FOR SINGLE ADDRESS OR RTE.MISSDIG.ORG, AMINIMUM OF 3 BUSINESS DAYS PRIOR TO EXCAVATING, EXCLUDINGWEEKENDS AND HOLIDAYS.
OUT OF SERVICE UTILITIESIF PLAN INFORMATION INDICATES AN EXISTING UNDERGROUND UTILITY ISOR WILL BE OUT OF SERVICE WITHIN THE LIMITS OF THIS CONTRACT, THECONTRACTOR IS CAUTIONED TO TREAT SUCH A LINE AS IF IT WERE STILL INSERVICE AND NOTIFY "MISS DIG" WHEN WORKING IN THE AREA OF THE OUTOF SERVICE FACILITY.
EXISTING WATER MAINS AND SEWERSTHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TOPROPERLY IDENTIFIED EXISTING WATER MAINS AND/OR EXISTING SEWERSDURING THE CONSTRUCTION OF THIS PROJECT.
ROW / REAL ESTATE
PROPERTY OWNERSPROPERTY OWNER'S NAMES, WHERE SHOWN, ARE FOR INFORMATION ONLY,AND THEIR ACCURACY IS NOT GUARANTEED.
MARKETABLE TIMBERMARKETABLE TIMBER SHALL BE MADE AVAILABLE TO THE PROPERTYOWNER IN ACCORDANCE WITH SECTION 201.03 OF THE 2012 STANDARDSPECIFICATIONS FOR CONSTRUCTION.
LAWN SPRINKLER SYSTEMS AND LANDSCAPINGOWNERS OF EXISTING LAWN SPRINKLER SYSTEMS AND/OR LANDSCAPINGSHALL BE NOTIFIED (IN WRITING WITH A COPY SENT TO THE ENGINEER) BYTHE CONTRACTOR TWO WEEKS IN ADVANCE OF ANY WORK TO BE DONETHAT WILL AFFECT THOSE SYSTEMS AND/OR LANDSCAPING. IF THEPROPERTY OWNER FAILS TO RELOCATE THE LAWN SPRINKLER SYSTEMPRIOR TO THE CONTRACTOR BEGINNING WORK, AND IF THE CONTRACTORCUTS THE SYSTEM DURING THE CONSTRUCTION, THE CONTRACTOR SHALLCAP THE SYSTEM PIPE AND WITNESS THE LOCATION OF THE CAP WITH AWOODEN STAKE FOR THE PROPERTY OWNER'S USE. THE CONTRACTORSHALL PLACE THE SALVAGED SPRINKLER HEADS ON THE PROPERTYOWNER'S PROPERTY. IF THE PROPERTY OWNER FAILS TO RELOCATE THELANDSCAPING PRIOR TO THE CONTRACTOR BEGINNING WORK, THECONTRACTOR SHALL CAREFULLY SALVAGE THE LANDSCAPING ITEMS ANDSTOCKPILE THEM ON THE PROPERTY OWNER'S PROPERTY FOR THEPROPERTY OWNER. ANY OTHER MODIFICATION TO THE LAWN SPRINKLERSYSTEMS AND/OR LANDSCAPING IS THE RESPONSIBILITY OF THE OWNERAND IS NOT PART OF THIS CONTRACT. THIS WORK IS INCLUDED IN OTHERITEMS OF THE PROJECT.
DETAILED GRADES
GRADES FOR INTERSECTIONSALL INTERSECTIONS ARE TO BE CONSIDERED AS COMPLETE UNITS ANDTHEIR GRADES DETERMINED BEFORE CONSTRUCTION IS STARTED.
SIDEWALK AND SIDEWALK RAMP GRADESALL SIDEWALK AND SIDEWALK RAMP GRADES SHALL BE STAKEDACCORDING TO STANDARD PLAN R-28 SERIES AND AS SHOWN ON THEPLANS. PRIOR TO CONSTRUCTING THE SIDEWALK AND SIDEWALK RAMPS,THE ENGINEER WILL VERIFY THE GRADES AND AUTHORIZE THECONSTRUCTION OF THE SIDEWALK AND SIDEWALK RAMPS.
EARTHWORK
EARTHWORK - TRAFFIC SIGNALSEARTHWORK QUANTITIES FOR STAND ALONE TRAFFIC SIGNALS ANDRELATED RAMP IMPROVEMENT PROJECTS SHALL BE CONSIDEREDINCIDENTAL TO THE CONTRACT ITEMS BEING CONSTRUCTED. NO EXTRAPAYMENT WILL BE MADE THEREFORE.
SLOPESCLASS A SLOPES SHALL BE CONSTRUCTED ON THIS PROJECT.
EARTH DISTURBANCE LIMITSTHE EARTH DISTURBANCE LIMIT FOR THIS PROJECT WILL BE LIMITED TO 10'BEYOND THE SLOPE STAKE LINE OR TO THE ROW LINE WHICHEVER IS LESSFOR ALL AREAS EXCEPT FOR WETLAND AREAS. FOR AREAS ADJACENT TOWETLANDS, THE EARTH DISTURBANCE LIMIT WILL BE LIMITED TO THE SLOPESTAKE LINE. RESTORATION MEASURES HAVE BEEN INCLUDED IN THIS SETOF PLANS FOR THE APPROVED AREAS OF DISTURBANCE. THECONTRACTOR SHALL SUBMIT AN EARTH CHANGE PLAN FOR ANY WORKBEYOND THE APPROVED LIMITS TO THE ENGINEER TO REVIEW FORAPPROVAL PRIOR TO THE DISTURBANCE. ALL COSTS FOR OBTAINING ANDEXECUTING AN APPROVED EARTH CHANGE PLAN, INCLUDING RESTORATION,SHALL BE AT THE CONTRACTOR'S EXPENSE.
SOIL EROSION MEASURESAPPROPRIATE SOIL EROSION AND SEDIMENTATION CONTROL MEASURESSHALL BE IN PLACE PRIOR TO EARTH-DISTURBING ACTIVITIES. PLACE TURFESTABLISHMENT ITEMS AS SOON AS POSSIBLE ON POTENTIAL ERODABLESLOPES AS DIRECTED BY THE ENGINEER. CRITICAL DITCH GRADES SHALLBE PROTECTED WITH EITHER SOD OR SEED/MULCH OR MULCH BLANKET ASDIRECTED BY THE ENGINEER.
PAVEMENT
PAVEMENT AND HMA SURFACE REMOVAL QUANTITIESPAVEMENT AND HMA SURFACE REMOVAL AS SHOWN ON THE PLANS WILL BEAT THE DISCRETION OF THE ENGINEER. IF IN HIS/HER JUDGMENT, AREAS OFPAVEMENT MAY BE LEFT IN PLACE, OR ADDITIONAL AREAS ADDED TOPROVIDE THE PROPER CROSS-SECTION AND BASE. CHANGES WILL BEMADE IN THE QUANTITIES.
CONCRETETHE TYPE OF CONCRETE TO BE USED ON THIS PROJECT FOR THEPAVEMENT REPAIRS IS TYPE S2.
TURF ESTABLISHMENT
SEED MIXTURETHE PERMANENT TURF SEED MIXTURE ON THIS PROJECT IS MIXTURE TDS INACCORDANCE WITH THE SECTION 917 OF THE STANDARD SPECIFICATIONSFOR CONSTRUCTION.
EXISTING VEGETATION SHALL NOT BE DAMAGED DURING CONSTRUCTIONOPERATIONS, PER THE 2012 STANDARD SPECIFICATIONS FORCONSTRUCTION.
ALL RAW FILL OR CUT SLOPES WILL BE COVERED WITH SLOPERESTORATION ACCORDING TO THE SPECIAL PROVISION AND TIMELIMITATIONS SPECIFIED IN SECTION 816.03 OF THE 2012 STANDARDSPECIFICATIONS FOR CONSTRUCTION.
ALL EXCAVATED MATERIAL WILL BECOME THE PROPERTY OF THECONTRACTOR. ANY EXCAVATED MATERIAL NOT USED ON THE PROJECTWILL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITHSECTION 205.03.P. OF THE 2012 STANDARD SPECIFICATION FORCONSTRUCTION AND ANY APPLICABLE STATE AND/OR LOCAL ORDINANCES.
NO CEREAL RYE SEEDING SHALL BE USED ON THIS PROJECT.
PROTECT EXISTING SIDEWALKS FROM DAMAGE.
ENVIRONMENTAL
RECREATIONAL PROPERTIESTHE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR STORE ANYEQUIPMENT ON PUBLIC RECREATIONAL PROPERTY. ACCESS TO THERECREATIONAL PROPERTIES MUST ALSO BE MAINTAINED AT ALL TIMES.NON COMPLIANCE, EVEN WITHOUT THE KNOWLEDGE AND APPROVAL OFMDOT PERSONNEL, CAN RESULT IN PENALTIES UP TO AND INCLUDINGTERMINATION OF THE CONSTRUCTION CONTRACT AND LOSS OF FEDERALFUNDING FOR THE PROJECT. SHOULD THERE BE ANY QUESTIONSREGARDING THIS REQUIREMENT, CONTACT THE MDOT ENVIRONMENTALSERVICES SECTION AT (517) 373_8350.
SIGNALS
PREVIOUS GENERAL NOTESSOME NOTES PREVIOUSLY INCLUDED IN “GENERAL NOTES” ARE NOWLOCATED WITHIN THE FREQUENTLY USED SPECIAL PROVISIONTITLED “TRAFFIC SIGNAL WORK - CONSTRUCTION METHODS”.
NOTIFICATIONS TO MAINTAINING AGENCIESCONTACT THE MAINTAINING AGENCY SEVEN WORKING DAYS PRIOR TOSTART OF CONSTRUCTION AND SEVEN WORKING DAYS PRIOR TO SIGNALACTIVATION.
CABINET SET UP AND CONTROLLER TIMINGSEE PROJECT SPECIFIC NOTES
TREE TRIMMINGALL TREE TRIMMING REQUIRED TO CLEAR NEW OR SALVAGED STREETLIGHTING & TRAFFIC SIGNAL POLES AND OVERHEAD STREET LIGHTS &TRAFFIC SIGNAL UNITS SHALL BE INCLUDED IN THE PAY ITEM & NO EXTRAPAYMENT SHALL BE MADE.
FACILITIES NOT ON PLANSEXISTING O.H. & T.S. FACILITIES ARE NOT NECESSARILY SHOWN ON PLANS.
EXISTING STREET SIGNSALL TRAFFIC STREET SIGNS SUCH AS "NO PARKING", "NO STANDING", ETC.SHALL BE TRANSFERRED FROM OLD STD. OR POLE TO NEW STD. OR POLEAT SAME LOCATION OR IN CLOSE PROXIMITY BY THE CONTRACTOR.
CONTINUOUS TRAFFIC SIGNAL OPERATIONPROPOSED T.S. SHALL BE PUT INTO OPERATION AT TIME OF REMOVAL OFEXISTING T.S. FACILITIES, CONTRACTOR SHALL NOTIFY THE MAINTAININGAGENCY. IF UNABLE TO MAINTAIN T.S. IN AN OPERABLE CONDITION AT ALLTIMES.
UNDERGROUND UTILITY SEPARATIONA MINIMUM CLEARANCE OF 3'-6" HORIZONTAL & 1'-0" VERTICAL MUST BEMAINTAINED BETWEEN PROPOSED FACILITIES & EXISTING U.G. WATERFACILITIES.
SIGNAL EQUIPMENT DISPOSALDISPOSAL OF ALL TRAFFIC SIGNAL EQUIPMENT IS INCLUDED IN THEREMOVAL PAY ITEMS AND SHALL ALSO INCLUDE THE FOLLOWING:· NOTIFICATION TO THER MAINTAINING AGENCY THAT TRAFFIC SIGNAL
EQUIPMENT IS BEING REMOVED.· TEMPORARY STORAGE OF EQUIPMENT AS DIRECTED BY THE ENGINEER
ALLOWING THE MAINTAINING AGENCY 48 HOURS TO SALVAGE ANY
EQUIPMENT.· PROPER DISPOSAL OF ANY EQUIPMENT CONTAINING ENVIRONMENTALLY
SENSITIVE MATERIALS (MERCURY RELAY SWITCHES FOR EXAMPLE)· DISABLING OR DESTRUCTION OF ALL REMAINING EQUIPMENT TO THE
SATISFACTION OF THE ENGINEER SUCH THAT IT CANNOT BE REUSED ORRESOLD.
· PROPER DISPOSAL OF ALL REMAINING EQUIPMENT.
PLAN DEVIATIONS DURING CONSTRUCTIONNO CHANGES FROM PLANS IN LOCATION OF SUPPORTING STRUCTURESSIGNAL HEAD PLACEMENT OR TRAFFIC SIGNAL EQUIPMENT WILL BEALLOWED WITHOUT PRIOR APPROVAL OF THE MAINTAINING AGENCY.CONTACT MR. JOHN SMALL AT (269) 657-3169.
HAND PATCHINGUNLESS OTHERWISE DESIGNATED IN THE PLANS AND SPECIFICATIONS, THEMIX USED FOR HAND PATCHING WILL BE HMA, 13A WITH BINDER TYPE PG58-28. APPLICATION RATE IS VARIABLE. BOND COAT TO BE APPLIED AT0.05-0.15 GALLONS PER SQUARE YARD.
THE CURRENT BASIS OF ACCEPTANCE FOR THIS MATERIAL IS NOW PART OFTHE QPL (QUALIFIED PRODUCT LIST). THIS CAN BE FOUND IN THEMATERIALS ACCEPTANCE REQUIREMENTS TABLE, PUBLISHED IN THE MQAPAND REPEATED FOR CONVENIENCE IN THE MATERIALS SOURCE GUIDE.
INNERDUCTCONTRACTOR MUST INSTALL A CONTINUOUS FLEXIBLE NON-METALLICTUBING (INNERDUCT) FOR LOW VOLTAGE COMMUNICATION TYPE CABLEFROM THE DEVICE TO THE CONTROLLER CABINET. INNERDUCT IS NOTREQUIRED IF COMMUNICATION CABLE IS 600V RATED.
SIGNAL HEAD LANDING POINTENSURE EACH TRAFFIC SIGNAL HEAD ASSEMBLY HAS ITS OWN LANDINGPOINT WITH ALL NEUTRALS CONNECTED TOGETHER WITH A METAL TYPEJUMPER.
PROJECT SPECIFIC NOTESMAINTAINING AGENCY CONTACT INFORMATION· VILLAGE OF PAW PAW: JOHN SMALL (269) 657-3169
ELECTRICAL SERVICE INSPECTIONFOR ELECTRICAL SERVICE INSPECTION, CONTACT THE MICHIGANDEPARTMENT OF CONSUMER AND INDUSTRY SERVICES . COST FOR THEINSPECTION IS NOT A SEPARATE PAY ITEM BY IS INCLUDED IN THE PAY ITEM:Controller and Cabinet, Digital Type
UTILITIESINSTALL NEW GUY WIRES AT A 1:1 RATIO OR AS NEAR AS POSSIBLE.
WHERE SPACE CONSTRAINTS DO NO PERMIT ANCHORING WITHIN THERIGHT-OF WAY/EASEMENT OR WHERE A MINIMUM OF 10'-0" VERTICALCLEARANCE CANNOT BE MAINTAINED OVER A PEDESTRIAN ORNON-MOTORIZED PATH, INSTALL A STRUT-TYPE GUY WIRE OF SUFFICIENTLENGTH TO MAINTAIN PROPER CLEARANCES.
THE CONTRACTOR SHALL HAND DIG TO LOCATED UNDERGROUND UTILITIESPRIOR TO USE OF POWER TOOLS OR EQUIPMENT.
CABLING/WIRINGALL OVERHEAD WIRES & UNDERGROUND CABLES SHALL CONSIST OFCOPPER CONDUCTORS AS PER THE SPECIFICATIONS.
WHERE EXISTING SIGNALS OR EQUIPMENT ARE SALVAGED OR RELOCATED,INSTALL NEW WIRING FROM THE CONTROL CABINET TO THE LOCATION OFTHE SIGNAL EQUIPMENT.
THE CONTRACTOR SHALL FURNISH AND INSTALL AN ADDITIONAL 20 FEET OFSIGNAL CABLE FOR EACH PEDESTRIAN AND VEHICLE SIGNAL AS DIRECTEDBY THE ENGINEER.
ALL WIRES & CABLES SHALL BE TAGGED IN A PERMANENT MANNERINDICATING THE SOURCE & USE OF EACH THIS SHALL BE DONE IN ALLMANHOLES, HANDHOLES & CABINETS WHERE THESE CABLES OR WIRESENTER, EXIT, ARE SPLICED AND ARE TERMINATED.
NO SPLICING OF CABLES IS ALLOWED ON THIS PROJECT.
FOUNDATIONSUNLESS OTHERWISE DESIGNATED ON THE PLANS, ALL NEW FOUNDATIONSFOR STRAIN POLES SHALL BE 6-BOLT TYPE, 42 INCHES IN DIAMETER INACCORDANCE WITH STATEWIDE TRAFFIC SIGNAL DETAIL SIG-020 SERIES.
CABINET SET UP AND CONTROLLER TIMINGTRAFFIC SIGNAL CONTROLLERS SHALL BE SET UP AND PROGRAMMED BY AFACTORY AUTHORIZED DEALER WITH TIMING PLANS FURNISHED BY THEENGINEER OR MAINTAINING AGENCY. TRAFFIC SIGNAL CONTROLLERSSHALL BE FURNISHED WITH A COMPLETE SET OF INSTALLATION PLANS ANDOWNERS MANUALS.
VIDEO DETECTIONTHE CONTRACTOR SHALL SET UP VIDEO DETECTION ZONES AS DIRECTEDBY THE ENGINEER OR MAINTAINING AGENCY
CONSTRUCTION PHASINGBAG ALL CONFLICTING OR UNUSED TRAFFIC SIGNAL HEADS (VEHICULAR ORPEDESTRIAN AS DIRECTED BY THE ENGINEER.
BAGGING OF TEMPORARY OR FINAL TRAFFIC SIGNAL HEADS REQUIRED BYTHE ENGINEER SHALL BE INCLUDED IN THE INSTALLATION OF THE TRAFFICSIGNAL ITEM AS PART OF THIS CONTRACT.
TRAFFIC SIGNAL MOUNTINGALL TRAFFIC SIGNALS SHALL BE MOUNTED SUCH THAT 17'-0"UNDERCLEARANCE IS MAINTAINED AT ALL TIMES.
FIELD ADJUSTMENT OF TRAFFIC SIGNAL EQUIPMENT MAY BE REQUIRED ASDIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE PROJECT.
ALL TRAFFIC SIGNAL FITTINGS (SCREWS, NUTS, BOLTS, PINNACLES, ETC.)SHALL BE GREASED WITH NON-OXIDE TYPE GREASE.
CONDUITSALL CONDUIT BENDS SHALL HAVE MINIMUM RADII IN ACCORDANCE WITHTHE NATIONAL ELECTRIC CODE (N.E.C.)
ALL JACKED-BORED, OPEN CUT OR DIRECT BURIAL CONDUIT CALLED FORON PLANS IS THE PREFERRED METHOD OF INSTALLATION. IF THE METHODOF CONDUIT INSTALLATION IS IMPOSSIBLE TO CONSTRUCT OR IF THECONTRACTOR PREFERS TO USE ANY OTHER METHOD, THE CHANGE OFMETHOD MAY BE MADE UPON APPROVAL BY THE PROJECT ENGINEER.
THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING OR ANTICIPATINGTHE NEED OR DESIRE TO INSTALL THE CONDUIT BY ANY OTHER METHODAND INCLUDE THE COST IN HIS CONTRACT BID.
NO ADDITIONAL PAYMENT WILL BE ALLOWED FOR ANY CHANGE IN THEMETHOD OF CONDUIT INSTALLATION.
THE CONTRACTOR SHALL LOCATE, PROTECT, AND (WHERE APPROPRIATE)UTILIZE PREVIOUSLY INSTALLED TRAFFIC SIGNAL CONDUIT FOR USE ASPART OF THIS PROJECT.
INSTALLATION OF ENCASED CONDUIT CALLED FOR ON THE PLANS SHALL BECONCRETE ENCASED UNLESS OTHERWISE SPECIFIED IN THE PLANS ORDIRECTED BY THE ENGINEER.
WHEN PLACING NEW HANDHOLE ON EXISTING CONDUIT, INSTALL SWEEPS,BREAK OUT CONDUIT, AND ADAPT HANDHOLE AS NEEDED. INCLUDED WITHPAYMENT FOR NEW HANDHOLE.
PRO
JEC
T:
DATE:
SHEET NO.
ACI JOB #
DRAWN BY:
DESIGNED BY:
PM REVIEW:
SEAL:
SIGNATURE:
SCALE:
HORZ:VERT:
SHEE
T TIT
LE:
of
QA/QC REVIEW:
DATE:
95 W
est M
ain
Stre
etBe
nton
Har
bor,
MI.
4902
3T 2
69.9
27.2
295
F 26
9.92
7.10
17ab
onm
arch
e.co
m
CO
PYRI
GHT
201
9 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
Engi
neer
ing · A
rchi
tect
ure·L
and
Surv
eyin
g
Battl
e C
reek
Gos
hen
Bent
on H
arbo
rHo
bart
Lafa
yette
Sout
h Ha
ven
Sout
h Be
ndV
alpa
raiso
ABON
MAR
CHE
NO. REVISION DESCRIPTION: BY: DATE:
NO
RTH
STRE
ET A
T HA
ZEN
STR
EET
TRA
FFIC
SIG
NA
L IM
PRO
VEM
ENTS
PAW
PA
W, M
I
TRA
FFIC
SIG
NA
LG
ENER
AL
INFO
RMA
TION
SHE
ET
DJL
SPJ
TRD
AUGUST 2019
N/AN/A
19-0911
52
O:\P
roje
cts\
2019
\19-
0911
VO
PP N
orth
St a
t Haz
en S
t Tra
ffic
Sig
nals
\CA
D\_
Civ
il\D
raw
ings
\19-
0911
NO
TES.
dwg,
NO
TES-
1, 1
0/28
/201
9 10
:15:
34 A
M, d
lars
on, 1
:1
PRO
JEC
T:
DATE:
SHEET NO.
ACI JOB #
DRAWN BY:
DESIGNED BY:
PM REVIEW:
SEAL:
SIGNATURE:
SCALE:
HORZ:VERT:
SHEE
T TIT
LE:
of
QA/QC REVIEW:
DATE:
95 W
est M
ain
Stre
etBe
nton
Har
bor,
MI.
4902
3T 2
69.9
27.2
295
F 26
9.92
7.10
17ab
onm
arch
e.co
m
CO
PYRI
GHT
201
9 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
Engi
neer
ing · A
rchi
tect
ure·L
and
Surv
eyin
g
Battl
e C
reek
Gos
hen
Bent
on H
arbo
rHo
bart
Lafa
yette
Sout
h Ha
ven
Sout
h Be
ndV
alpa
raiso
ABON
MAR
CHE
NO. REVISION DESCRIPTION: BY: DATE:
NO
RTH
STRE
ET A
T HA
ZEN
STR
EET
TRA
FFIC
SIG
NA
L IM
PRO
VEM
ENTS
PAW
PA
W, M
I
TRA
FFIC
SIG
NA
LLE
GEN
D SH
EET
DJL
SPJ
TRD
AUGUST 2019
NTSNTS
19-0911
53
O:\P
roje
cts\
2019
\19-
0911
VO
PP N
orth
St a
t Haz
en S
t Tra
ffic
Sig
nals
\CA
D\_
Civ
il\D
raw
ings
\19-
0911
LEG
END
.dw
g, L
EGEN
D, 1
0/28
/201
9 10
:15:
36 A
M, d
lars
on, 1
:1
BENCHMARK #1MAG NAIL IN
POWER POLEELEV. 727.62
(NAVD88)
BENCHMARK #1MAG NAIL IN
POWER POLEELEV. 727.62
(NAVD88)
PRO
JEC
T:
DATE:
SHEET NO.
ACI JOB #
DRAWN BY:
DESIGNED BY:
PM REVIEW:
SEAL:
SIGNATURE:
SCALE:
HORZ:VERT:
SHEE
T TIT
LE:
of
QA/QC REVIEW:
DATE:
95 W
est M
ain
Stre
etBe
nton
Har
bor,
MI.
4902
3T 2
69.9
27.2
295
F 26
9.92
7.10
17ab
onm
arch
e.co
m
CO
PYRI
GHT
201
9 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
Engi
neer
ing · A
rchi
tect
ure·L
and
Surv
eyin
g
Battl
e C
reek
Gos
hen
Bent
on H
arbo
rHo
bart
Lafa
yette
Sout
h Ha
ven
Sout
h Be
ndV
alpa
raiso
ABON
MAR
CHE
NO. REVISION DESCRIPTION: BY: DATE:
NO
RTH
STRE
ET A
T HA
ZEN
STR
EET
TRA
FFIC
SIG
NA
L IM
PRO
VEM
ENTS
PAW
PA
W, M
I
TRA
FFIC
SIG
NA
L PL
AN
DJL
SPJ
TRD
AUGUST 2019
1" = 20'N/A
19-0911
54
Hazen
North St
St
NORTH ST.
HAZE
N ST
.
NORTH ST.
HAZE
N ST
.
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
O:\P
roje
cts\
2019
\19-
0911
VO
PP N
orth
St a
t Haz
en S
t Tra
ffic
Sig
nals
\CA
D\_
Civ
il\D
raw
ings
\19-
0911
TR
AF.
dwg,
TR
AFF
-1, 1
0/28
/201
9 10
:15:
38 A
M, d
lars
on, 1
:1
BENCHMARK #1MAG NAIL IN
POWER POLEELEV. 727.62
(NAVD88)
PRO
JEC
T:
DATE:
SHEET NO.
ACI JOB #
DRAWN BY:
DESIGNED BY:
PM REVIEW:
SEAL:
SIGNATURE:
SCALE:
HORZ:VERT:
SHEE
T TIT
LE:
of
QA/QC REVIEW:
DATE:
95 W
est M
ain
Stre
etBe
nton
Har
bor,
MI.
4902
3T 2
69.9
27.2
295
F 26
9.92
7.10
17ab
onm
arch
e.co
m
CO
PYRI
GHT
201
9 - A
BON
MA
RCHE
CO
NSU
LTA
NTS
, IN
C.
Engi
neer
ing · A
rchi
tect
ure·L
and
Surv
eyin
g
Battl
e C
reek
Gos
hen
Bent
on H
arbo
rHo
bart
Lafa
yette
Sout
h Ha
ven
Sout
h Be
ndV
alpa
raiso
ABON
MAR
CHE
NO. REVISION DESCRIPTION: BY: DATE:
NO
RTH
STRE
ET A
T HA
ZEN
STR
EET
TRA
FFIC
SIG
NA
L IM
PRO
VEM
ENTS
PAW
PA
W, M
I
INTE
RSEC
TIO
N G
RAD
ING
PLA
N
DJL
SPJ
TRD
AUGUST 2019
1" = 10'N/A
19-0911
55
NORTH ST.
HAZE
N ST
.
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
CAUTIONCRITICAL UTILITY
5.00'
10.00'
R45.00'
R50.00'
10.00'
O:\P
roje
cts\
2019
\19-
0911
VO
PP N
orth
St a
t Haz
en S
t Tra
ffic
Sig
nals
\CA
D\_
Civ
il\D
raw
ings
\19-
0911
TR
AF.
dwg,
GR
AD
ING
PLA
N, 1
0/28
/201
9 10
:15:
40 A
M, d
lars
on, 1
:1