COUNTY MAP
MILWAUKEECOUNTY
NTS
VILLAGE OF BROWN DEER
PROJECT LOCATIONN. PARK PLAZA COURTALDI'S SITE
W. BROWN DEER ROAD
N. 7
6TH
STR
EE
T
N. 7
0TH
STR
EE
T
N. 6
0TH
STR
EE
T
N. 5
1ST
STR
EE
TW. DEAN ROAD
SHEET INDEXSHEET NO SHEET TITLE
G-1 TITLE SHEET
G-2 GENERAL SYMBOLS AND ABBREVIATIONS
G-3 GENERAL PROJECT AND EROSION CONTROL NOTES
G-4 EXISTING TYPICAL SECTIONS
G-5 PROPOSED TYPICAL SECTIONS
G-6 PROPOSED TYPICAL SECTIONS
C-1 STORM WATER MANAGEMENT SITE DEMOLITION AND EROSION CONTROL
C-2 STORM WATER MANAGEMENT SITE PLAN
C-3 STORM WATER MANAGEMENT SITE LANDSCAPING PLAN
C-10 PARK PLAZA COURT PHASING & TRAFFIC PLAN
C-11 PARK PLAZA COURT REMOVAL PLAN
C-101 PARK PLAZA COURT PLAN AND PROFILE
C-102 PARK PLAZA COURT MILL AND OVERLAY
X-101 CROSS SECTIONS
X-102 CROSS SECTIONS
X-103 CROSS SECTIONS
X-104 CROSS SECTIONS
X-105 CROSS SECTIONS
X-106 CROSS SECTIONS
X-107 CROSS SECTIONS
X-108 CROSS SECTIONS
X-109 CROSS SECTIONS
D-1 DETAILS
D-2 DETAILS
WISDOT SDD 9F15 SHEET A: LOOP DETECTOR INSTALLED IN BASE COURSE WITH PB OFF RDWY
WISDOT SDD 15C5 TRAFFIC CONTROL, TWO WAY UNDIVIDED ROAD OPEN TO TRAFFIC
WISDOT SDD 15C7 SHEET B: PAVEMENT MARKING WORDS
WISDOT SDD 15C7 SHEET C: PAVEMENT MARKING ARROWS
WISDOT SDD 15C8 SHEET E: PAVEMENT MARKING (LEFT TURN LANE)
PARK PLAZA COURT RECONSTRUCTION
VILLAGE OF BROWN DEERALDI INC SITE STORMWATER MANAGEMENT
FEB 2016
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/11
/201
6V
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G-1TITLE SHEETFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
SAN
W
FM
PROJECT CONTACT INFORMATION:
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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2 LE
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G-2GENERAL SYMBOLS AND ABBREVIATIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
HORIZONTAL CONTROLALL HORIZONTAL CONTROL IS BASED ON THE U.S. STATE PLANE COORDINATE SYSTEM, WI SOUTH ZONE, NAD27
CONTROL POINT ELEVATION NORTH EAST DESCRIPTION
VERTICAL CONTROLALL VERTICAL CONTROL IS BASED ON THE VILLAGE OF BROWN DEER DATUM, OBTAINED BY SUBTRACTING 580.60
FROM NGVD 29 ELEVATIONS PER SEWRPC TIE SHEETS
BENCHMARK ELEVATION NORTH EAST DESCRIPTION
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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LEG
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G-3GENERAL PROJECT AND EROSION CONTROL NOTESFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
TYPICAL EXISTING SECTION FORPARK PLAZA COURT W/ MEDIAN
STA 10+60 TO 17+10
CONSTRUCTION ℄
TYPICAL EXISTING SECTION FORPARK PLAZA COURT W/O MEDIAN
STA 10+60 TO 17+10
CONSTRUCTION ℄
R/W R/W
R/W R/W
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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TYP
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G-4EXISTING TYPICAL SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
TYPICAL FINISHED SECTION FORPARK PLAZA COURT W/ MEDIAN
STA 10+60 TO 17+10
CONSTRUCTION ℄
TYPICAL FINISHED SECTION FORPARK PLAZA COURT W/O MEDIAN
STA 10+60 TO 17+10
CONSTRUCTION ℄
R/W R/W
R/W R/W
SB ALIGNMENT NB ALIGNMENT
SB ALIGNMENT NB ALIGNMENT
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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TYP
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G-5PROPOSED TYPICAL SECTIONSFEB 2016 PARK PLAZA COURT RECONSTRUCTION
TYPICAL FINISHED SECTION FORPARK PLAZA COURTMILL AND OVERLAYSTA 17+10 TO 23+41
CONSTRUCTION ℄ALIGNMENT
R/W R/W
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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TYP
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24-0266.12
- PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
PJK
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G-6PROPOSED TYPICAL SECTIONSFEB 2016 PARK PLAZA COURT RECONSTRUCTION
NORTH
0
SCALE IN FEET
20 40
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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Exh
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C-1STORMWATER MANAGEMENT SITEDEMOLITION AND EROSION CONTROL
FEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
NORTH
0
SCALE IN FEET
20 40
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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xhib
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C-2STORMWATER MANAGEMENT SITE PLANFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
NORTH
0
SCALE IN FEET
40 80
LANDSCAPE PLAN
LEGEND
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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24-0266.12
-DBM
DBM
JB
C-3STORM WATER MANAGEMENT SITE LANDSCAPING PLANFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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C-10PARK PLAZA COURTPHASING & TRAFFIC PLAN
FEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
0 60 120
NO
RTH
0 60 120
NO
RTH
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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C-11PARK PLAZA COURTREMOVAL PLAN
FEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
0 60 120
NO
RTH
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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C-101PARK PLAZA COURTPLAN AND PROFILE
FEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
0 60 120
NO
RTH
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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C-102PARK PLAZA COURTMILL AND OVERLAY
FEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
0 60 120
NO
RTH
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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Sec
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(1)
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X-101CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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(2)
AA
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X-102CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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(3)
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X-103CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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(4)
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X-104CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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(5)
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X-105CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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(6)
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X-106CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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(7)
AA
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X-107CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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(8)
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X-108CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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X-109CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
ST100NTS30" CONCRETE CURB & GUTTER
30"
A
B
STANDARD CURB & GUTTER
6"
1 12" RAD MAX
6"
6"
30"
STANDARD CURB HEAD
34" /FT SLOPE
34" /FT SLOPE
FLOWLINEELEVATION
TOP OF CURBELEVATION
ST500NTS18" CONCRETE CURB & GUTTER (MEDIAN)
ST104
CONTRACTIONJOINT(AS REQ'D)
PLAN VIEW
SECTION
6"
EXISTING SIDEWALK
EXG OR PROPOSED DRIVEWAY
2'
BLV
D V
AR
IES
NTS
1/2" EXPANSIONJOINT
STD C&G(REF DTL)
STD C&G(REF DTL)
7" THK CONCRETE
VA
RIE
S
WIDTH VARIES
CURB HEADTRANSITION DETAIL
3'
SIDEWALK
APRONWIDTH VARIES
CONCRETE DRIVEWAY APRON1
2 3
6"
2"
FLOWLINEELEVATION
PIPE DIA."D"
SECTION
13
4 X "D"
"D"
"D"
2.5 X "D"
PLAN
RIVERSTONE
FLOW
5
"D"
14
NTSRIVER STONE - STORM SEWER OUTLET
RIVER STONE
GEOTEXTILEFABRIC
DRIVEWAY GUTTER
CASTING:
NEENAH FOUNDRY CO R-3067 CASTING OR APPROVED EQUAL
ADJUST FRAME TO GRADE WITH (2) 2" TO 4" THICK PRECAST CONCRETE RINGS, RINGSSHALL BE REINFORCED WITH WIRE MESH OR #3 STEEL BARS. TOP RING SHALL NOT BEMORTARED UNTIL FINAL ADJUSTMENT.
MANHOLE:
SEE MANHOLE SPEC, PRECAST CONCRETE AND REINFORCEMENT SHALL CONFORM TOASTM C478. CAST IN PLACE CONCRETE AND REINFORCEMENT SHALL CONFORM TOCONCRETE SPEC
NTSCATCH BASIN DETAIL4
24"x36"OPENING
SLOTS SHALL BEORIENTED TOTHE DIRECTIONOF FLOW
INVERT EL
TC ELEV
18" M
INS
UM
P
MIN 4" WALLTHICKNESS
6"
6"
18"
A
B
6"
18"
TIPPED OUT CURB & GUTTER
STANDARD CURB & GUTTER
2"
C
6"
DRIVEWAY CURB
6"1 12" RAD MAX
1 12" RAD MAX
6"
6"
6"
18"
STANDARD CURB HEAD
34" /FT SLOPE
34" /FT SLOPE
34" /FT SLOPE
FLOWLINEELEVATION
TOP OF CURBELEVATION
FLOWLINEELEVATION
FLOWLINEELEVATION
TOP OF CURBELEVATION
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
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D-1DETAILSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
1
VARIES3:1
MAX
11
92.00
18" SS PVCPIPE OUTLET
6" PERFORATED PVC PIPEUNDERDRAIN, CLEANOUTAT END
GEOTEXTILE DRAINAGE FABRICOVER DRAIN, 4' WIDEABOVE PEA GRAVEL LAYER
94.50 - CLASS II EROSION MAT SEE LANDSCAPE PLAN
92.75
92.00
TOP 98.50TOP 98.50
10' WIDE EMERGENCY SPILLWAYW/RIVER STONE - INV 97.50
96.50 - OVERFLOW
30" DIA RCP OUTFALLSTRUCTURE
INV 95.50 - 8" ORIFICE
PIPE DIA."D"
SECTION
13
8'-0
"D"
PLAN
RIVERSTONE
FLOW
"D"
"D"
14
NTSBIORETENTION DETAIL6
NTSBIORETENTION PIPE INLET/LEVEL SPREADER AND FOREBAY7
RIVER STONE
GEOTEXTILEFABRIC
20'-0
12" M
IN
6"
8'-0 MIN
4'-0
6" PERFORATEDDRAIN PIPE
SCREW IN PVC PLUG OR CAP,4" ABOVE FINISHED GRADE
FINISHED GRADE
6" PVC PIPE, ASTM D3034SDR 35
45 DEGREE BENDS
NTSCLEANOUT8
ARPON ENDWALLGEOTEXTILE FABRIC
APRON ENDWALL
21" - ENGINEERED SOIL LAYER
3" - PEA GRAVEL
6" - STORAGE LAYER
NTSBIORETENTION OUTFALL STRUCTURE
30" DIA
TRASH GRATEBOLTED TO STRUCTURERIM = 96.50
18" SS PVC EFFLUENT PIPE*6" THICK PRECAST CONCRETE BASE OR8" THICK POURED CONCRETE BASE
CLASS II PRECASTREINFORCED CONCRETE
*SEE PLAN AND OTHER DETAILS
6" PERFORATED PVC UNDERDRAINWITH FILTER SOCK*
16'-0
BOTTOM OF DEPRESSION
8" DIAMETER ORIFICE
#8 GALVANIZED BAR FRAME#6 GALVANIZED BARSGRATE @ 6" O.C.
95.50 BIORENTION LINER
BIORETENTION LINER
VEGETATION PERLANDSCAPING PLAN
LINER SEAL AT PIPEPENETRATION
MINIMUM SOIL DEPTH OF 24"BETWEEN SURFACE AND LINER
9
12"
EL 92.00EL 92.00
EL 95.50
REVISIONDATEREVISIONDATEDATE
BOOK NO
PROJ NO
DES BY
DR BY
CHK BY
SHEET NO
NO NO
2/3/
2016
V:\M
un-W
K\2
4026
612
- Par
k P
laza
\WD
\CA
DD
\She
etsP
lan\
0210
_cd.
dwg
, Lay
out:
2 C
ON
STR
UC
TIO
N D
ETA
ILS
AA
-Sta
ndar
d.st
b
24-0266.12
-PJK
JWS
KA
D-2DETAILSFEB 2016 WAUKESHA, WISCONSIN
PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT
VILLAGE OF BROWN DEER
SHOULDERHOME-RUN
CONDUIT
HOME-RUN CONDUIT
*1" BELOW GRADE
SHOULDER
CRUSHED
AGGREGATE
3’-0" MAX. OR AS SHOWN
ON THE PLAN SHEET
HOME-RUN CONDUIT
COVER AT
GRADE LEVEL
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM
TO THE PERTINENT REQUIREMENTS OF THE CONTRACT.
AFTER SPLICING THE LOOP WIRE TO THE LOOP LEAD-IN CABLE, THE CONTRACTOR SHALL MEASURE INDUCTANCE,
GROUND RESISTANCE AND WIRE RESISTANCE AT THE CABINET END OF THE LEAD-IN CABLE AND FURNISH A COPY
OF THE READINGS TO THE PROJECT ENGINEER FOR EVALUATION.
LOOP DETECTOR LEADS SHALL BE IDENTIFIED WITH THEIR ASSOCIATED LOOP BY USE OF WATERPROOF TAGS
AT BOTH ENDS OF THE CABLE. A LISTING OF THE CABLE IDENTIFICATION PER INDIVIDUAL LOOP LEAD-IN
SHALL BE PLACED IN THE CABINET.GRADE IN SHOULDER AREAS OF CRUSHED AGGREGATE.
BACKFILL OVER COVER WITH THE CRUSHED AGGREGATE
TO BRING THE AREA TO GRADE LEVEL.
BASE COURSE
HOME-RUN
CONDUIT
B
90° ELBOW
1" PVC CONDUIT
OR BEND CONDUIT
3’-0" MAX. OR AS SHOWN
ON THE PLAN SHEET
45° ELBOW
OR BEND CONDUIT
3’ OR AS
SHOWN
SHEET
ON
PLAN
6’ OR AS SHOWN
ON PLAN SHEET
CURB
AND
GUTTER 1" PVC CONDUIT
OR BEND CONDUIT
90° ELBOW
6’ OR AS SHOWN
ON PLAN SHEET
45° ELBOW
OR BEND CONDUIT
3’ OR AS
SHOWN
SHEET
ON
PLAN
A B
PULL (SPLICE) BOX BOX
PULL
(SPLICE)
*RECESS PULL (SPLICE) BOX SO THAT THE COVER IS 3" BELOW
PULL
SPLICE
BOX
BACKFILL & COMPACT AROUND
NEW PULL (SPLICE) BOX
PULL
SPLICE
BOX
PITCH LEAD OUT CONDUIT TO DRAIN TO ROADSIDE PULL (SPLICE) BOX.
BE AS SHOWN ON THE PLANS.
LOOP SIZE, CONFIGURATION LOCATION, NUMBER OF TURNS OF WIRE AND ASSOCIATED SIGNAL PHASE SHALL
SPLICES OF LOOP WIRE TO LEAD-IN CABLE SHALL BE MADE ONLY IN PULL (SPLICE) BOXES AT THE SIDE OF THE ROAD.LOOP DETECTOR INSTALLATION DETAIL
GENERAL NOTES
TYPICAL PLAN OF LOOP DETECTOR
WITH 18" OR 24" PULL (SPLICE) BOX
SECTION A-A SECTION B-B
NO CURB & GUTTER CURB & GUTTER
NEW CONCRETE PAVEMENT
BACKFILL & COMPACT AROUND
NEW PULL (SPLICE) BOX
THE #12 AWG. LOOP WIRE IN THE PULL (SPLICE) BOX SHALL BE HAND TWISTED AT LEAST 3 TWISTS PER FOOT
BEFORE BEING SPLICED TO THE LOOP LEAD-IN CABLE.
PLACE LOOP IN CENTER OF LANE(S)PLACE LOOP IN CENTER OF LANE(S)
SHOULD INSTALLATION REPAIR BE REQUIRED, IT SHALL BE DONE UNDER THE DIRECTION OF THE PROJECT ENGINEER.
THE #12 AWG LOOP WIRE SHALL BE INSTALLED FROM THE ROADSIDE PULL (SPLICE) BOX THROUGH THE LOOP CONDUIT,
BACK TO THE ROADSIDE PULL (SPLICE) BOX, AND BE INSTALLED IN ONE, NON-SPLICE CONTINUOUS LENGTH.
3"
DEPARTMENT OF TRANSPORTATION
STATE OF WISCONSIN
APPROVED
DATE
FHWA
66
(OPTION 1)
BOX OFF ROADWAY
BASE COURSE WITH PULL (SPLICE)
LOOP DETECTOR INSTALLED INS.D.D. 9 F 15-4a
S.D.D. 9
F
15-4
a
STATE ELECTRICAL ENGINEER
NEW PAVEMENT IS INSTALLED.
PROTECTION OF THE CONDUIT IN THE BASE COURSE, SHALL BE REQUIRED AFTER INSTALLATION AND BEFORE
TO GROUND.
MEASURE GROUND RESISTANCE USING A MEGGER. REPLACE LOOP WIRE NOT ATTAINING A READING OF INFINITY
PER INSTRUCTIONS INCLUDED IN THE SPLICE KIT.
STRANDED WIRE SHALL BE USED. SPLICES SHALL BE SOLDERED AND INSULATED FROM EACH OTHER AS
PRODUCTS LIST OR AN ENGINEER APPROVED EQUAL. NON-INSULATED BUTT SPLICES TO FIT #12 AWG
SPLICES SHALL BE INSTALLED BY USING CAST IN PLACE SPLICE KITS LISTED ON THE DEPARTMENTS APPROVED
Sept. 2014 /S/ Ahmet Demirbilek
9F15 sheet a: Loop Detector Installed in Base Course with Pull (Splice) Box Off Roadway (Option 1)
500 FT
WORK
ROAD
500 FT
WORK
ROAD
END
ROAD WORK
48"x24"
END
ROAD WORK
48"x24"
WORK
ROAD
500’
WORK
ROAD
SID
ER
OA
D
AHEAD
WORK
ROADW
HIC
HE
VE
R IS
CL
OS
ER
LA
ST IN
TE
RS
EC
TIO
N,
350’
MA
X., O
R
AT
250 FT
WORK
ROAD
500’
AHEAD
250 FT
WORK
ROAD
AHEAD
MAINLINE ROADWAY UNDER CONSTRUCTION
APPROX. 250’ APPROX. 250’
CENTER OF ROADWAY
APPROX. 250’ APPROX. 250’
*
*
*
CONTROL
ADDITIONAL TRAFFIC
CONTROL DETAILS FOR
SEE OTHER TRAFFIC
DEPARTMENT OF TRANSPORTATION
STATE OF WISCONSIN
APPROVED
DATE
FHWA
66
ROAD OPEN TO TRAFFIC
OR LESS TWO-WAY UNDIVIDED
WARNING SIGNS 40 M.P.H.
TRAFFIC CONTROL, ADVANCE
S.D.D. 15
C
5-3 S
.D.D. 15
C
5-3
LEGEND
DIRECTION OF TRAFFIC
SIGN ON PERMANENT SUPPORT
WORK AREA
GENERAL NOTES
TYPICAL SIDEROAD APPROACH WARNING SIGN DETAIL
DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS.
THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED
TO NOT CONFLICT WITH AND SHOULD PROVIDE A DESIRABLE MINIMUM OF
200 FEET CLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE.
SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND
NIGHTS MAY BE MOUNTED ON PORTABLE SUPPORTS.
IF A "STOP" SIGN MUST BE REMOVED FOR A WORK OPERATION, A TEMPORARY
SHALL BE PROVIDED UNTIL THE SIGN IS RE-ESTABLISHED.
THE THIRD W20-1 SIGN IS REQUIRED ONLY IF THERE IS AN INTERSECTION
BETWEEN THE "ROAD WORK 500 FT" SIGN AND THE WORK ZONE. ADJUST
THE PLACEMENT OF THIS SIGN BASED ON INTERSECTION LOCATION AND
OTHER FIELD CONDITIONS.
THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND
"STOP" SIGN SHALL BE PLACED PRIOR TO THE SIGN REMOVAL, OR A FLAGGER
AREA
WORK
G20-2A
G20-2A
SIGNS.
TO SPACE CONSTRAINTS, 36"x36" SIGNS MAY BE USED INSTEAD OF 48"x48"
ALL SIGNS ARE 48"x48" UNLESS OTHERWISE NOTED. IF NECESSARY DUE
W20-1A
W20-1A
W20-1D
W20-1 (M
OD)
W20-1D
W20-1A
W20-1 (M
OD)
SAFETY ENGINEER
STATEWIDE WORK ZONE TRAFFIC
Sept. 2015 /S/ Peter Amakobe Atepe
15C5: Traffic Control, Advance Warning Signs 40 M.P.H. or Less, Two Way Undivided Road Open to Traffic
GENERAL NOTES
DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND
APPLICABLE SPECIAL PROVISIONS.
STATE TRAFFIC ENGINEER OF DESIGN
6’-1"
8’-
0"
8’-
0"
5’-9"
8’-
0"
6’-9"
8’-
0"
6’-9"
19’-3"
10’-
0"
SINGLE-LANE
8’-
0"
5’-3"
9’-8"
TWO-LANE
8’-
0"
/S/ Thomas N. Notbohm
8’-0"
8’-
0"
HIGHWAY ADMINISTRATION. ALL LETTERS, ARROWS AND SYMBOLS SHALL BE WHITE AND
"STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKING" BOOK BY THE FEDERAL
ARE ACCEPTABLE.
REFLECTORIZED. SMALL DIFFERENCES IN DIMENSIONS WITHIN THE TOLERANCES OF THAT BOOK
ALL LETTERS, ARROWS AND SYMBOLS SHALL BE IN CONFORMANCE WITH REQUIREMENTS INCLUDED IN
DEPARTMENT OF TRANSPORTATION
STATE OF WISCONSIN
APPROVED
DATE
FHWA
66
S.D.D. 15
C
7-12b S
.D.D. 15
C
7-12
b
PAVEMENT MARKING WORDS
7-1-11
15C7 sheet b: Pavement Marking Words
STATE TRAFFIC ENGINEER OF DESIGN
23’-
6"
7’-
0"
30"
8"
10’
30"
16’-
6"
8"
TYPE 4
LANE DROP ARROW
20°
ED
GE
OF P
AV
EM
EN
T
2’-10"
18’-
0"
5’-
9"
2’-10�
"
6’-
4�
"
14’-
10�
"4’-
4�
"
TYPE 5
APPLICABLE SPECIAL PROVISIONS.
SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND
DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
GENERAL NOTES
12’-
9"
5’-
0"
7’-
9"
7’-
3"
5’-
6"
12"
3’-
7"
R=39�
"
R=27�
"
R=39�
"R=27�
"
3’-
7"
TYPE 6
12’-
9"
5’-
0"
7’-
9"
7’-
3"
5’-
6"
12"
3’-
7"
R=39�
"
R=27�
"
12"
8’-
0"
R=39�
"
R=27�
"
2’-
6"
5’-
6"
2’-
6"
3’-
7"
TYPE 2
TYPE 3
4’-
6"
9’-
6"
12"
5’-
0"
TYPE 1
8’-
0"
2’-
6"
5’-
6"
5’-
6"
12"
3’-
7"
R=39�
"
R=27�
"
R=39�
"R=27�
"
3’-
7"
TYPE 7
HIGHWAY ADMINISTRATION. ALL LETTERS, ARROWS AND SYMBOLS SHALL BE WHITE AND
ARE ACCEPTABLE.
REFLECTORIZED. SMALL DIFFERENCES IN DIMENSIONS WITHIN THE TOLERANCES OF THAT BOOK
IN "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKING" BOOK BY THE FEDERAL
ALL LETTERS, ARROWS AND SYMBOLS SHALL BE IN CONFORMANCE WITH REQUIREMENTS INCLUDED
DEPARTMENT OF TRANSPORTATION
STATE OF WISCONSIN
APPROVED
DATE
FHWA
66
S.D.D. 15
C
7-12c
S.D.D. 15
C
7-12c
PAVEMENT MARKING ARROWS
7-1-2011 /S/ Thomas N. Notbohm
15C7 sheet c: Pavement Marking Arrows
TWO WAY LEFT TURN LANE
LANE LINE
SURFACED SHOULDER
EDGE LINE (WHITE)
16’
1
NOTE:
ARROW SYMBOL ( )
2
3
3
4
5
GENERAL NOTES
6
STREET
CROSS
MINOR
STREET
CROSS
MINOR
SHOWS DIRECTION OF TRAVEL
8" WHITE
DISTANCE MAY BE ADJUSTED TO ACCOMODATE SHORT LEFT
TURN LANES. AS APPROVED BY THE ENGINEER.
THE CONTRACT.
STOP BAR IS REQUIRED ONLY WHEN SPECIFIED IN
7
6’ GAPS
2’ LINE
4" YELLOW
8" WHITEONLY
MINIMUM OF 20’-0"
FROM STOPLINE OR
PC OF RADIUS
25
(WHITE)
ARROW, TYPE 2
LETTERS
WHITE 4
(WHITE)
ARROW, TYPE 2
(WHITE)
ARROW, TYPE 2
(WHITE)
ARROW, TYPE 3 1
32’ MINIMUM 32’ MINIMUM
6’ GAPS
2’ LINE
6
7 20’20’
8
8 REQUIRED ONLY WHEN SPECIFIED IN THE CONTRACT.
DEPARTMENT OF TRANSPORTATION
STATE OF WISCONSIN
66
(LEFT TURN LANE)
PAVEMENT MARKING
STREET
CROSS
MAJOR
STREET
CROSS
MAJOR
EDGE LINE (YELLOW)
(WHITE)
ARROW, TYPE 2
7
20’
6
YELLOW
4" DOUBLE
YELLOW
4" DOUBLE
4" YELLOW
(WHITE)
ARROW, TYPE 2
12" YELLOW
(YELLOW)
LANE LINES
8
8
S.D.D. 15
C
8-16e
S.D.D. 15
C
8-16e
8" WHITE WITH 2’ LINE 6’ GAPS FOR DUAL TURN LANE.
OR WHEN ON A CURVE.
ADD EXTRA SETS OF ONE ARROW AND ONE ONLY PER 160 FEET
EQUAL TO 108 FEET.
ADD SECOND ARROW WHEN TURN BAY IS GREATER THAN OR
INTERSECTIONS OR DRIVEWAYS WITH TURNING TRAFFIC.
A SET OF ARROWS IS REQUIRED EVERY 400 FEET OR NEAR
8
15C8 sheet e: Pavement Marking (Left Turn Lane)