HomeMy WebLinkAbout1994 8936-04-71 .pdfIm
INDEX OF SHEETS
I E
'0.
2&21 "'K: - S'CT'IQN?AND DE'TAL!S
`U
Z.1 ,SCE LA FDUF- QUANTtTiES
-
NO
-- RIGHT-CF-- Al` P!.i+T
st ➢
<0
5—S.Z PIAN AND UROF'.LE
cpIl'— ..
.
Co-€n.4 STANDARD DETAIL, DRAWINGS
SHE'
rda..
--- GN PLAT-V
SH'r.ET
NO,
— STRUCTURC. PLANS
Sh I
No.
--- COMPUTER v4R7'HYrORKS DADA
SI4,LEET
NO
9-9..3 C-ROSS SECTIONS
TOTAL SHEETS = 16
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED IMPROVEMENT
STAR PRAIRIE - DEER PARK ROAD
COMBUSTIBLE FLUIDS
JU ..
C;AUTfON
(UNDER PRESSURE)
'✓`
CONVENTIONAL SIGNS
UNDER GROUND UPLNIES
--------G--
COUNTY LINE ----.--...
GAS
CORPORATE LIMITS Z/ZZZZ ZZZZri_
ELECTRIC
--- E—
PROPERTY LINE ----
TELEPHONE
LOT LINE — — — —
SERVICE PEDESTAL
G7
LIMITED HIGHWAY EASEMENT ---
CABLE MARKER
EXISTING RIGHT OF WAY —
.POWER POLE
11f'
L.I
NEW RIGHT OF WAY
TELEPHONE
RAILROADS
REFERENCE LINE .-"''`�,,,
MARSH
SLOPE INTERCEPT ..-""°'®'"'W
-
iJRIGINAC. GROUND PROFILE
WOODED AREA
EXISTING ROADWAY OR PRIVATE ENT. — — — —
RIGHT-OF-WAY
— — — —
MARKERS
MARKERS
---
CULVERT 4N PLACE
OVER HEAD LINES
____._. O,H------
CULVERT REQUIRED E.:.--=--=7 � '
FENCE LINE
._----.
CULVERT REQUIRED PROFILE 0 0
ST CROIX COUNTY
Y'RN tT t'N'3F.R
8936-04 71
----_-_--_-._. __-__..._.
R-17—W
� e �6 Farmr3
H¢HA� q eY 7,3 •ru rm
V1 isdFa�
*� Fn.veyS c
N8 txa
f
Q
!P A,X, ,r, f
�
4
rzer
a
KFuoyer
�f C
f/an un
ao
�i e.-
,cd
Ll59
FOLK
m
0
uiEjweE'
W.7
'
LAY OUT
GRAPHIC SCALE
0 2000 4000
( IN FEET )
STATE PROJECT
END PROJECT
STA° I10+00
t ± 505,900
X= ± 1,361.600
COORDINATES ON THIS PLAN ARE. REFERENCED
iFISCONSIN COORDINATES SYSTEM, CENTRAL ZONE
SCALED FROM U.S.G.S. TOPOGRAPHIC MAP OF
TOTAL NET LENGHT OF CENTERLINE - 2.045 ALL NEW RICHMOND NORTH AND DEER PARK
ACCEPTED FOR
COUNTY Si. CftOiX
ORIGINAL PLANS PREPARED BY
ST. CROIX COUNTY HIGHWAY DEPT.
- 008Ar�ltv-
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PREPARED BY
se:R4EvaR _5T CftOi%„_CO_,
C. eS:chER _ST. OROIX_00. _„_�
co. ex N+ R
APPROVED FOR DISTRICT OFFICE ��>
u
I" Ml, CLEAR 7,CNE -
14" SAEVAGID -- 3' 12'
?.)FSUTL & MU,cTi
FERntC,' & SEED
If
3'
ACT.
AVERAGE DAILY TRAFFIC
AUG.
AGGREGATE
AH,
AHEAD
To' MIN CLEAR ZONE AZ.
AZIMUTH
B.
BARN
BIT.
BITUMINOUS
7,7' 8K.
BACK
FERTILIZE & SEED B.R.M.
BITUMINOUS ROAD MIX
3' ASPHALT CONIC. PAVTTYPE MV
2- ASPHALTIC PAVEMENT, BASS: COURSE
POINT REFERRED TO ON PROFILE
6* CRUSHED AGG, BASE COURSE
IS' DEPTH GRANULAR SUBBASE COURSE
TYPICAL FINISHED SECTION
CTH " H"
STA. 20+00 TO STA, 30+00 L.T.
STA. 20+00 TO STA, 21 + 0 0 RT,
STA. 24+00 To STA, 30+ 0 RT.
STA, 41+50 TO S
FXf5nNG HALF SECTION FINISHED HALF SECTION
WIDENING AND SHOULDERS
, -CRUSHED AGO. BASE COURSE SHOULDERS
r CRUSHER AGG�
UO2� ,— ECRUS
TYP� BASE COURSE(WIDENING)
$7 ASPHALT CONC. PAVEMENT,TYPF
VAR 4:1
6' CRUSHED AGO-1
Z'-O ASPHALT PAVEMENT CC,
FOLVENZE AND RELAY TO A DEPTH AG-Gr CRUSHED AGO. BASE COURSE
OF 4- INCHES AT A 0-0I PULVERIZE ANG RELAY EXLsTlNC (EXISTING SHOULDER MATERIAL)
CROSS SUPISPE I ERASE BASF AND SURPACEg4-ADF-P`114
ARM> SURFACUR-
TYPICAL TANGENT SECTION
--l- - - -------- ---
CTH " H"
STA.10+00 TO STA.20+00
STA,30+00 TO STA.41+50
STA,53+00 TO STAA18+00
SALVAGED TOPSOIL & MULCH
SEED & FERTILIZER VAR? I ABLE...
2U, 2A'
Door
V� 0
—07 U. ,
4A SAL,
TOPSOIL
4, GAVC, TzIPWIL,
13
L-CPNC. CURB kGUECrBR,30-lNO4t TYPE J
3' ASPHALT CONIC. PAVIEITYPE MV
2' ASPHALTIC PAY%MrNEF, BASF COURSE
6' CRUSHED AGO. BASE COURSE
12- DEPTH GRANULAR SUBBASE COURSE
TYPICAL SECTION, CURB & GUTTER
STA, —21+00TO 24+00 RT.
SEED & FERTILIZER
TOPSOIL & MULCH
6' CRUSHED AGO BASE COURSE
NOTE: 2' ASPHALT CONCRETE PAVEMENT, TYPE WN ON
EXISTING PAVED ORNEWAYS ONLY. USE fr TOTAL DEPTH
CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE
DRIVES.
PIGGER'S HOTLINE
TELL- I-ROD-242-5811
ST. CROIX TFLEPIACNE SO,
NEW FPCHMCND ADO. 54017
T ULLE 246-2271
ROLLIE BRINKMAN
NORTHERN STATED POWER CC),
AWRY WISC. 54001
TELE t 800-924-3407
PAUL DURBAN
C.& G.
C. B.
CENL
CH.
CH.CH.
CL,
CONN,
COR.
C.P.
C.Y.
A
D
DHV
E
ETAL
F.E.
FEE
G
0
CURB & GUT -TER
CATCH BASIN
CEMETERY
CHAINS
CHANNEL CHANGE
CLASS
CENTERLINE
CORRUGATED METAL
CULVERI PIPE
CONNECTION
CORNER
CULVERT PIPE
CUBIC YARDS
FATE PROJECT NUMBER ISHEET
8936-04-71 2.0
TYPICAL SECTIONS & SPECIAL DETAILS
MAG.
MAGNETIC
MAT.
MATERIAL
M,I-L
MAN HOLE
Ml.
MATCH LINE
MON.
MONUMENT
P.C.
POINT OF CURVATURE
P.E.
PRIVATE ENTRANCE
PED.
PEDESTAL
PJ.
POINT OF INTERSECTION
P.L.
PROPERTY LINE
P.O.S.T.
POINT ON SUB. TANGENT
P.O.T.
POINT ON TANGENT
P.T.
POINT OF TANGENCY
DELTA - INTERSECTION ANGLE
DEGREE OF CURVE - DIRECTION
DESIGN HOURLY VOLUME
EXTERNAL MS7ANCE
AND OTHERS
FIELD ENTRANCE
FEEnTLE RIGHT OF WAY
GARAGE
HOUSE
HYDRANT
R RADIUS - RANGE
FLC,C.P REINFORCED CONCRETE
CULVERT PIPE
ROL ROAD - RODS
R.F.F.RIGHT HAND FORWARD
19 REFERENCE LINE
R/W RIGHT OF WAY
5 SHED
SAN.S. SANITARY SEWER
SCH. SCHOOL
S.E. SUPFRELEVATION
SEC, SECTION
SHR. SHRINKAGE
SL SLOPE
S.S. STORM SEWER
STA. STATION
INTERSECTION ANGLE 7 TANGENT DISTANCE
TAN. TAVERN
INL INLET TEL. TELEPHONE
LP. IRON PIPE OR PIN T.H. TRAILER HOUSE
I TRANSIT LINE
TN. TOWN
L LENGHT OF CURVE TL.E. TEMPORY LIMITED EASEMENT
L.H.E. UNITED HIGHWAY EASEMENT
L.H.F. LEFT HAND FORWARD U.G. UNDER GROUND
UN.FT. LINEAR FEET UNCL, UNCLASSIFIED
L,S. LUMP SUM v VELOCITY
GENERAL NOTES W,v. WATER VALVE
WHEN THE QUANIII'( rr THE ITEM OF DUE BASE COURSE OR SURFACE COURSE IS
JU-;URED FOR PAYMENT BY THE TON GR CYU, THE DEPTH OR
FACKNESS OF THE SOURCE SHOWN ON THE PLAN IS APPROXNATC. AND
THE ACTUAL D,CKNESS WILL DEPENO ON THE DISTRIBUTION Or THE
MAIEMAL AS DIREC�
'ED BY THE ENGINEER,
UNLESS OrHERNISC- SHOAN ON THE PLANS ALL INTERSECTIONS
SHALL HE TYPE 'CAS SHOAN ON THE STANDARD DETAIL DRAWINGS.
THE LOCATIONS OF EXISTING AND PROPOSED FITILTY INSTALLATIONS
AS SHOWN ON THE PLANS ARE APPROXNATE. THERE MY BE OTHER
UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN,
THE EXACT LOCATION OF CULVERT PIPE, PRIVATE ENTRANCES ANY FIELD
ENTRANCES SHALL BE DETERMINED BY THE ENGINEER.
DISTURBED AREAS WEP'N THE RIGHT OF WAY, EXCLUSIVE OF ROADRED, ARE TO
RE FERTILIZED AND SEEDED AS DIRECTED BY THE ENGINEER
BEARINGS SHOWN ON THE: PLANE ARE RAGED CN,THF CONTROL BY U,OGS. AND
NOS/ NOAk
CURVE DATA IS BASED ON THE ARC DEFINITION
SILT FENCE" SHALL BE FOR SILTY SOILS
STANDARD DETAIL ICRAWNCC3
PAGE
S,CM 801-11
S.D.D.FIE9 3
S.D.D. SF" --BOA
S.R.D. IlCR-5A
SC,D 15C12-1
DCSCRPTIO'N
CONCRE'E CURIE A, DJ ---,I, A'.n FA:,PE-IT
SILT FENCE
AYR( ', EN�) PAF1'R GO -',r R' IrTE
PALM 1.14NY & C-,�
TRA FiL CC `cR �C 5RE
!SJFAFI-F dOIY V
w
CROSS DRAINS, MINOR SIDE ROAD AND P.E. PIPES
YE -ER
LEIG7){
STEEL
GOMIFu AMOIJ
LOCA7LLN
TWPFS}
-(LF,)
TYPE_
THICKNESS
WD —WALLS (EACH)
24
42
0064
2
r,TERUNE
24
42
C.S'c'P.
MCA
2
FNTERUNE
-4
42
C.SCT,,
0064
2
EROSION CONTROL
,OTA7;QN LQCAIlcif
36+93 LT & RT
ELI a78 LT T, RT
111,70 UT & RT
SILT PELICEDEIVERED
1PSTALLED, a'461 mmORkNEG (-.FO
60
60
60
TIC PAVEMENT BASE COURSE
STATION TO STATION
20+00 30+00 354
41+50 53+00 406 >
SALVAGED
TOPSOIL, SEED, FERTILIZER,MU LCH
CRUSHED AGGREATE
BASE COURSE
SWION
SALVAGED
-TRPE a
STATION TO STATPON C.Y.-
307. SHRINKAGE
TO
TOPSOIL SEEDING
FERTILIZER
MULCH
---
I0I-00 20+00 235
STATION
20+00 TO 30 +C , 0
S'Y, Las.
-3760 66—
COS.
—24—
S.Y.
—37CO
20+00 30+00 775
41+50 TO 53+00
4100 74
2.6
41CO
30+00 41+50 260
41+50 53+00 900
53+00 118+013 1440
GRANULAR SUBBASE COURSE
ASPHALTIC CONIC PAVEMENT TYPE
MV
STATION
TO STATION TONS
STATION TO STATION
TONS
10+00
118+00 5,030
20+00 30+00
2300
41+50 53+00
2670
STATION TO STATION -Ll
70—+Ga--i _I8z00 11,300 YELLOW CENTERIJOE/140PASSINIMG,
SUM WHITE EDGE LINE
PULVERIZE AND RELAY EXISTING BASE AND SURFACE
FOUND PX tN P/P
COUNTY MONUMENT
I
GONG. CURB AND GLI17ER, TYPE 'J'
STATION TO STATION LF.
21+00 24+00 RT 300
SET I' RON PIPE
REFERENCE LINE TIES
FOUND I' IRON PRE
ROUND I" !ROS PIPE
FOUND I' JROIS PIPE
STA. 10+00
TI 1/4 COR. SEC, 7-31-17
FOUND P.K. IN P/P
FOUND 1/2- REBAR
11 SOUND P.K. IN P/P
STA. 36+41.24
NOI 1/4 SEC. 8-31-17
SOUND I' IRON PIPE
STATION TO STATION
STA,
l-0—+Oo " 20-+TC7
______
10
IS
I
COUNTY MONUMENT
ASPHALTIC MATERIAL FOR PLANT MIXES
STATION TO STATION TONS
10+00 118+00 314
C(/ FOUND I' IRON PIPE
SET I' IRON PIPE +4 FROM P/P
STA. 89+29.16
NE COR SEC 8-31--17
SET I' IRON PIPE
SET I' IRON PIPE
COUNTY MONUMENT
I \'
SET P.KP/P
SET P'K
P-C. STA. 20430.99
SET PX. IN P/P
SET I- IRON PIPE I
SET P.K.
P.T. STA, 25+95.35
1-1- ° 11
IRON PPE
SET P.K.
SET I' IRON PIPE
16
PI STk 96+30,56
P.D. SET 14
P.K. SET IN
HACKBERRY TREE
ASH TREE
SET I' IRON PIPE
STA. 62+75.09
N 1/4 SEC. B-31-17
Qr
SET P.K.
AN,
0
SET 1' IRON PIPE
+10 FROM P/P
PC 51111. 113-3133
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STATE PROJECT NUMBER SHEET NO.
STA, 10+00 8936-04-71 5.0
NM' STKIO+00- ALIGNMENT OF CENTERUNE
BEGIN PROJECT N 1/4 OF SEC. 7 8EG7N MAJOR RECONDfDONBaG
WNOR RECONMMONNG TZIN—R.1710O OT,K'Ir FROM %TILLAGE OF STAR PRART rO C I R.'CO'
N 89' 04' 45" E STA, 22+92 S 88' 53' 39' E SCALE I' - 100'
N 8T 29' 46' E 1313.20' E.E.132810'
300.00,
0
0 CJ 0 0
vi STA.. 2J+27
Pt STA-I6+00 P.E. AGG.
NOTE: STA 10+00 T-0'25`01' L
SAW CUT AND MATCH PI STA-23+13.20 STA. 30+00
EXISTING PAVEMENT 1-2V'36' R L-564,35 END MAJOR RECONOMONING
NOTE:
+1 Da 071'33* C-564.33 +
T-23121 E-250
et R-15955Z ,03 U-50
NET LENGI-IT OF CENTERUNE STA. 10+00 TO STA. 33+00 2300 LIN FT. NORMAL CROWN 2-/
Tin ca NOTE; STA, 36+41.24-
STX 26 T31
f SEC 7 �N--R 17W, RE COR. .7 TZIN, A
SILT FENCE REQUIRED S 89' 13' 11' E STAAS,67
2633.65
C 0
C
STA. 34+93
Cup
PI STA"36+41,24 i - 24'la* CSCP REQ. STA 41+50
1-019,32' L BEGIN MAJOR RECONINTIONING STA 53+00
END MAJOR RECONDITIONING
NET LENGHT OF CENTERLINE STA. 33+00 TO STA, 60+00 2700 LIN FF.
1.
NOT STAU52+7509-
8 1�4 OF C.
j
R T.31N.-R.17W ' NOTE: STA-89+29.16-
T- STA. 86+18 NE COR SEC. 8 T.31N.-P-17W.
STA 64+18 REMOVE IT CUP
P.E.AGGr I 2r CSCP REQ. $ 89' 13' 30' E
2654.08'
E w
13 111 0 0 0
P1 STA-52+75.09 S7A- 64+93 STA,67+61 0 0
G
I-OW19 L P.E. AG F.E. AC-G
SILT I ENCE REQUIRED Pt STA-89+290S
1-0'04'58' L
NET LENGHT OF CENTERLINE STA, 60+00 TO STA. 90+00 = 3000 LIN FT,
STA. 90492
"TA,
STA 95+52
STA. 98,00
S 89' 53' 45 E
105+12
AGO,
P.E.AGO,
S 87 18' 2fr
E
F.E.AGE,
P.E.PEP.E.
AGG�
1851.27'
701 Z9'
P1 STA-96+30,56
1-075*18' L
NET LENGHT OF CENTERLINE STA. 90+00 TO STA, 118+00 = 2800 UN FT.
STA, 111+70 P? STA-114+81.83
REMOVE 36*X24` CUP 1-12- 20' 21' C-295.28
1 - 2r CBCP2EP
REQ, Da-4' 10' 15* E-1100
T-148.50 M-7.96
R-1373.73 S.E.- 5.7%
L-295.85 xi
STA. 108+90
'0
F.E.GO, WRF.E.2
0 0 0 0
STA, I1a+10 ol 11
P.E. AGO. 0
vi
SILT FENCE REQUIRED
V-1 � �-*-
END OF PROJECT
STA. 118+00
MINOR RECONOITIONNG
tHOWTF-lC5sTlA 118+00
SAW CUT AND`lj�H
Q U AND MATCH PAVEMENT
EXISTM PAVEMENT
S 77 33' 24® E
x
. STATE PROJECT NUM°ER SHEET
Ri SIA=23+73.20 8938-04-71 5.1
i=zn1"3s' R
THEODORE A, & )� DO�a'2133 P-AN AND PROFILE
SUE K. IDLE T=262.21 ROBERT &
R=15955.03 LEONA BOCHE
L-5G4, 35
C=564, 33
204
J x E z a „ o r i s r r
l
CIA.
BEGIN MAJOR RECUNDI7 ONfNG IM AAi GRU
.. . P, N S,P.. crc
OF ar P/p P/ P. d cP Pf -'.' 3 EXISTING ROW
r.
v F 4
pLa
o �y —m _
.., .J :. 1^dTLR..oF. —.. c+. t 4. fl "�"'(G���;j T.�..✓ I vy
1 1
> X, 0 + 33 EXISTING ROW
T' -4 d EX CENTERLINE --
i., r X n - CX,�Ti,.G EDGE OF [3i4-
EXISi IG R-0--4F ,� ( ,may '
-SS'TLE.�"
t
STA. 21 f00 - 241GO IC RT.
NSTAL, 300 x 30" CURB ANSI STA. 30+00
GUTTER TYPE '3' >f END MAJOR RECONDI-KNING
ih RAMP NMN1 OEUZ9 HF-AU FRW W-ro 0® IN 10 FT, THEODORE A. &
THEODORE A. &
SUE K. IRLE
SUE K. IRLE
BENCHMARKS
NO. STATION DESCRIPTION ELEV.
t t8+t8 SPIKE IN .POWER PALE 33'LT. 237.74
11 0-ta.tn SPIKE' CN Pf141F-Si PHI 33"I_T. 246.74
250
250
ELA
cllRVE, C-EN_5a0
245
245240
240 ...m. _-... 2240a;.
235—
.. SUMMARY —r
20+00 TO STA. 30+00
EXC. = 2439 C.Y. E
_ fIC1 = 939 C.Y.
230 ._. �. .. _
SHRNKAGE = 30 i
—
_. WASTE-
-.+
}-Ef=
ae 4Pi El 2?@ 5U
220
215
W e7 m [Q U1 4' Q n n n N (h W aP m Y t6} ^t 4 a] N W n N °tl" N 7 N n ao i` Mk u'f N tqr la N N n N u7 tp Q W M n rR �f N m
@' t', m Ql ® MIS TI 03 LL'S Q c0 t0 O5 Q N Q .- h .- ? f h ap Q N n QA Q 1`- h YT u"F N �R' O i'� W Q tp C tO 0.l ® N h <` Q
< ooN �M owe �N o mg '6�� N oo
n n n n c a I �t I e� �r a e� a a- a w <r a- f .r tr r a s n n n n n n n n n n n n n n n n n N N N N N N
205 cv N N N N N N N N Ni NJ" "IN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 205
18+00 19- 20 POO 21+00 22+00 23+00 24+00 25+00 28+00 27+00 28+00 29+00 30+00 31+00 32+00
—STATE PROJECT NUMBER SHEET NO.
STA.
41+50 ROBERT &
ROBERT,JR.
& PLAN AND PROFILE
BEGI�,, IIIAJOR RECONDITIONING LEONA BOCHE
JOYCE SOCHE
3-OPE INTERCEPT
14
50'TLE iST.
1+
EXISIING R-o-VI
CROIX
7EL
EXISHNG R--O--W
331
TEL RED
la
EXISTlNr EDGE OF 80
- — - - - - - - - -
0
'.7", CENTEELINE
,, ,
P/p
33'
P/7
N.S,P.
N.S.P.
P/P
N.S.P.sLoPE NTERJ�CPT LV�u,: CENTERLINE
I /P EXISTING EDGE OF E?U.
31
IN. S.P.
EXISTING R - 0 - Ol
HOWARD &
EXISTING, R-O-W
MARGARET KRUEGER
Nig; ;;;]—
BENCHMARKS
NO, STATION DESORPTION ELEV. _
3 39+67 SPIKE IN POWER PULE 33:Rl ' 23813
4 49+40 SPIKE IN POWER POLE 33 R T. 249.85
..........
ZT=_
. . . . . . . . . . . . . . -
260
=-Zt—
----
------------
----
255
Z:=Z:7=
255
--------
-3-7-3
----------
=77
......
-E
E
250
z
250
ga
EE
245
X?
VP!
VP
STA=41
EL=240.2
O,9BI
CURVE
LEN=2
- - - - -
-- -----
tt
- - - - - - - - - - - -
-
:f----
-�
-
---
235
-
r
YARDAGE SUMMARY
y ARDA _E SUMMARY
STA. 41+50 TO STA. 53+0
4 Go To STA
1+�
EL=238.00
CURVE
LEN=320
gjg
SA
T 4CL EX
UNCL EXC. = 2361 C.Y.
23C
---- - -
------
23C
FILL = 1587 C.Y.C,Y�
H INK
SHRINKAGE AGE 30
SHRINKAGE 30 7
---d—
230
----------
7
t=
WASTE 298 C.Y.
W STE Re
.
.........
-
— -----
—
- -----
22
----- -
.225
-
- ------- - -
0=1
. . . . . . . . . .
-
- ------
_120
---
---
-
-------
---- - --
220
N
0
0 1
N
N
0 0
0
i
Y7
AA
(6
X,
n
n
n
m
0
0 0
0
C14
C4
rs I,�
�i cli
4
C4
4 �i
ui 4
n
6 L6
I
In u�
n N
n
IN 0
ci Pi
m m
215
I
v,
I
I
I
I
I I
I Y)
`1 n
'Na
N N
N
N
N N IN
N
N
IN NrN
cK,
IN N
N
N
L2!�
N
N
(N1 N
N N
N
N -I
215
40+00 41+00 42+00 43+00
44+QO�45 00
46 -00 47+00
48+00
49+00
50+00
51+00 52+00 53+00
RATTED!
CUTS FACE
EFT, SLOPE
E :41
TYPES A & D
PR
4"
C2G)
(D
TYPES G & J
`FNEW
A CONCRETE A
EXISTING
CONCRETE
PLAN VIEW��
A NO W
CONCRETE
6. 6 ,
NES-
OF
CONCRETE
SECTION A -A
PAVEMENT TIES
I-
0
z, Y
-T
TYPES K & L
2--3- R
6, --2'- 3" R
3
OPTIONAL CURB SHAPE
of ,
FOR TYPES K & L.
*NEW CURB & GL17TER,
SURFACE DEANS
CONCRETE PAVEMENT
OR OTHER NEW CONCRETE.
NO. 6 X 12" GET, BARS
SPACED T-O" C-C.
INSTALLED ON 6B SKEW
HORIZONTALLY. DIRECTION
OF SKEW ALTERNATING AFTER
EVERY ONE OR TWO BARS.
THE HOLE FOR THE BAR SHALL
BE DRILLED 70 A DEPTH OF
7* AND TO SUCH A DIAMETER
AS TO PROVIDE A TIGHT
DRIVEN FIT
EXISTING
CONCRETE
10'R If
Q
NL
ol
TYPES A & D
CONCRETE CURB & GUTTER 36"
AS, 4 X 1'- 0" TIE BARS
F,PACED AT T-O'C-C
III, THIUKNESS
u GUTTER
PAVEMENT
CONCRETE CURE
GUTTER
TYPICAL TIE BAR LOCATION (D
ENTRANCE CURB
SLOPE VARIABLE A
2
DRIVEWAY ENTRANCE CURB
(WHEN DIRECTED BY THE ENGrNFER)
VZI'/FT. BATTER, FACE OF CURB
DROVE ADJACENT PAVEMYNTP
NO.4 X E-O'DEF.TIE
BARS SPACED 3'-O"C--C
0
TYPES A & D
jj
SLOPE
LOT
6 M N.O?
DETAILS CF COFATRUCTFDNIVIITFRAL5 AND WORKMANSHIP NOT SHOWN CN THIS OBTAIN.
SHALL CON-ORM 70 THE PrRTNTNT REQUIREMENTS OF THE CONTRACT.
SEALANT 15 NOT REOURED IN 'rHE .OWES OF CONCRETE CURB OR CONCRETE CURB 9 GUTTER
EXCEPT AS PEOUSED FOR INTEGRAL GUTTER.
PAVEVENT FEES ARE REQUIRED, WHEN INCLUDED IN THE CONTRACT, WHERE CONCRETE CURB,
CONCRETE CURB AND GUTTER OR CONCRETE PAVEMENT 15 PLACED ADJACENT TO EXISTING
CONCRETE.
PAVEMENT TIES AND TIE BARS SHALL HE EPDXY COATED IN CONFORMANCE WITH SUBSECTION
905.2.4 BE THE STANDARD SPECIFICATIM4S,
INTEGRAL CURB & GUTTER SHALL CON70RM TO THE DETAILS SHOWN FOR CONCRETE CURB &
CU77ER INCLUDING THE TRANSVERSE GUTTER SLOPE, TIE BAR' AND A LONGITUDINAL
CONSTRUCTION JOINT ARE HOT REQUIRED WITH THIS ALTERNATE.
PAVEMENT J01475 SHALL SF EXTENDED THROUGH INTEGRAL CURB IF GUTTER, JOINTS IN
INTEGRAL CUTTER SHALL HAVE THE SAME DMENIOONS AS THE JOINTS IN THE ADJACENT
PAVEMENT, JOINTS IN INTEGRAL CURB SHALL BE UsueWIBSE.
JOINTS IN TEGRAL LURE IN GUTTER 51441.1- BE SEALED TO THE FACE OF CURB WITH THE SAVE
IN
SEALANT SPECWTD FOR THE PAVEMENT JOINT. THE COST OF FURNISHING ADD INSTALLING
THIS SEALANT SHALL OF INCIDENTAL 70 THE ITEM CONCRETE CURB & GUTTER.
UNLESS OTI-ERWISE SHOWN ON THE TYPICAL CROSS SECTIONS, THE BASE COURSE AND
UNCLASSIFIED EXCAVATION LIMITS ARE TWO FEET BEHIND THE BACK OCURBS.
TIE BARS ARE PEQUrRED FOR CURB ADD GUTTER TYPES A,G AND A.
QIH- BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE
SL6PE, OF THE SUGGRADE OR BASE COURSE PROVIDED A VII'MINIMUM GUTTER THICKNESS Is MAINTAINED.
TWPEN REVERSE SLOPE GUTTER 15 REOUPED, THE LOCATIONS WILL BE SHOWN ELSEWHERE IN
THE PLAN,
1)
TYPES A (& D
CONCRETE CURB & GUTTER 18"
4"
4"
ND, 4 A 2G" OFF, TIE
BARN SPACED 3*_0LIC_C
0
TYPES G & J
LONIMTUDNAL JOINT
15 NOT REQUIRED
SAME PAY LIMITS
AS c SIX
NOR F ACT"',
PAVEMENT
SLOPE
t
ED
PAVEMENT
THICKNESS
PARTIAL SECTION OF PAVEMENT
WITH INTEGRAL CURB & GUTTER
f SAME
BE'PC ADJACENT
REVERSE SLOPE GUTTER
TYPICAL FOR ALL CURB & GUTTER TYPES}
4
I
f
ROADWAY
I
GROUND
LINKK / #`20' FOR NORMAL 10' DITC
TYPICAL SECTION / # #CE@TEXTILE FABRIC
_'..... T _....
a
MSLOFE
4 TT
POST o
FLOW
TYPICAL SECTION
NSLOPE BACKSLOPE—
*VARtABLE
8°-0'MAX. POST SPACING
H� DETAIL OF DITCH CHECK
PLAN VIEW
TYPICAL
,'.a APPLICATIONS OF SILT FEN10
ed FOLD j' FOL@
3" MAX. `((/ 3" MAX.
NYLON CORD -
SEAM -
SUPPORTa FABRIC TIL EJ�
BRIC
FLOW NETTING
FLOW
` l GE TEXTILE
FABRIC
.. REINFORCED TTITS
" '^IL`I'c'rcT^E�ro �-.Z'`. SUPPORT M1'ETTMG
16"0,
'64X
SACKFUL IF COMPACT
TRENCH WITH -----
EXCAVATED SOIL'
GEOTEXTtLE FABRIC I r'
WITH ALTERNATE —-—
SUPPORT COMPONENTS
4`0Y%.
Q\BEG
540*
rW,rtE 4n.
...._ SUPPORT
FENCE ,
_. __ - —ROADWAY _.._....,...._ _. _.__._.
INSLOPE
F L
45LORE
a C
WOOD POSTS(
LENGTH 4'-Q"
2'-0" MIN, OFF
IN GROUND
GEQT
FABR
6
WOOD OR STEEL POSTS,
LENGTH 4'-0" MllV
2'-0" WY. DEPTH IN
GROUND
--ROADWAY
t
SITUATION I
NOTE: ADDITIONAL POST DEPTH OR TIE BACKS
MAY BE REOU!RED IN UNSTABLE SOILS
m
_- .. _—ROADWAY__-_
T1_�-, r-
-QIFCH DKE
INSLOPE. 1
L
Va
• NSLOPE
I
-ROADWAY __...._
t
SITUATION 2
moffilmm
GENERAL NOTES
DETAIL CF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO
THE PERTINENT REQUIREMENTS OF THE. STANDARD SPECIFICATIONS AND
APPLICABLE SPECIAL PROVISIONS.
WHEN POSSIBLE THE SILT FENCE SHOULD BE CONSTRUCTED IN AN ARC OR
HORSESHOE SHAPE.WPH THE. ENDS POINTING UPSLOPE TO MAXIMIZE BOTH
STRENGTH AND EFFECTIVENESS.
Qt, CROSS BRACE WITH 2" X 4- WOODEN FRAME. OR EQUIVALENT AT TOP
OF POSTS AS DIRECTED BY THE ENGINEER.
Q M'N:MUM 14 GAGE WIRE REQUIRED, FOLD FABRIC 3" OVER THE WIRE AND
,�^�, STAPLE OR PLACE WIRE RINGS ON 12" C-C.
tl EXCAVATE A TRENCH A WN:MUM OF 4" WIDE IF 6" DEEP TO BURY
AND ANCHOR THE GEOTEXTILE. FABRIC. FOLD MATERIAL TO FIT
TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
(q WIRE SUPPORT FENCE SHALL BE 14 GAGE MINMUM WOVEN WIRE WITH
A MAXIMUM MESH SPACING OF 6% SECURE TOP OF GEOTEXTILE FABRIC
TO TOP OF FENCE WITH STAPLES OR WIRE RINGS AT 22' C-C.
('15, GEOTEXTILE FABRIC SHALL BE REINFORCED WITH AN INDUSTRIAL
POLYPROPYLENE NETTING WITH A MAXIMUM MESH SPACING OF )'i"
OR EOUAL. A HEAVY DUTY NYLON TOP SUPPORT CORD OR EQUIVALENT
IS REQUIRED.
(}6, STEEL POSTS SHALL BE STUDDED "TEE' OR "U" TYPE WITH A MINIMUM
WEIGHT OF L28 LBS/LINEAL FOOT (WITHOUT ANCHOR). FIN ANCHORS
SUFFICIENT TO RESIST POST MOVEMENT ARE REQUIRED° WOOD POSTS
SHALL BE A M!N:MUM SIZE OF 4" DIA. OR C/i' X 3'/z" EXCEPT WOOD
POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTING SHALL BE
A MINIMUM SIZE OF C/g" X P/g" OAK OR HICKORY.
ALTERNATES A & B ARE EQUAL ADD EITHER MAY BE USED.
TIEBACK BETWEEN
POST AND ANCHOR
GEOTEXTILE
FABRIC. ___._._,
FLOW "ECTIIOON�
EXCESS
FABRIC
SILT
DIRECTION --
ANCHOR SAKE .. ",.
MIN. 18" LONG
SILT FENCE TIE BACK
(WHEN REQUIRED BY THE ENGINEEM
S.D.D. 8 E 4-3
METAL APRON ENDWALLS
PIPE WIN. THICK.
PIPE
P
DIMENSIONS
onches —
APPROX.
DfA. flmhe.S)
D IA
SLOPE
BODY
A B
H
L
LL
L2
W,
HNj STEEL ALUM.
Cjj,) fmkx.F
um
(1)
(D
Ut2l
'A
4
2F
12
1 rJ/z
24
2�1ztc I
I PC.
15 'OS4 '0150
7 8
6
26
14
Plyt
2/Cf-0-1
PC.
G6 .0E4 CFO
a IS
6
31
15
EPL/l
--- 36
2'11 to 1
21 .OYIL
9 12
6
36
IS
2.9,
42
2'/,to I
FA.
.054
24
37/,
48
C
lz
8
51
18
521A
-60-
2'1,to
PC-
76 ICE .OS...
14 19
-1
FO
24
7 - 2
V/zt0l
- Z PC,
4? .109 A05
16 22
11
69
24
75S"
-F4
V12to 1
2 PC-
48 LC5
8
TO 27
12
78
81
90
P/tto I
PC
'101Y
54 J09 �!05 -iB
F
30
12
8X
-
85'/,
---- I
10C -
-
211,10
-1
3 pc.
-F0- .105�
---
19 33
12
-
-8-7
114
-
z t
- , 0
3-P C,
66 .mp
120
2 to 1
3 Pc.
72 JO 191 -105
a to - -1
3 PC.
18 42
12
B
T/"To
3 Pc.
64 JOlot R C .1"R
8--
138
-- 1
1/,1.
1 "1
3 Go
1
J
so 05
12
8r
1 44
1'/,f 0 1
3 PC.
96 OCR .ioq
17,'
87
Q
IS-
1/ ,to 113
PC.1
L
A
PLAN VIEW
END C
PLATE
C,L' DIA. HOLES FOR
BOLTS OR RIVETS---
12" C-C MAX. SPACING
I
A
IGA.
END VIEW
SHOULDER
sl OPT L
'_- 0 SLOPE
"EXCEPT CENTER PANEL
SEE GENERAL NOTES
(D
L REINFORCED
% EDGE (SEE
oC SECTION A -AI
L'C
END CORNER PLATES MAY
BE FASTENED TO ARBOR
PROPER BY BOLTS. RIVETS,
OR RESISTANCE SPOT
WELDS WHICH WILL HOLD
THE SURFACES TIGHTLY
TOGETHER
REINFORCED CONCRETE APRON ENDWALLS
PIPE
DIMENSIONS NnFUhrSL
APPROX.
D A.
--17
T A
6
c
D
=G
SLOPE
(INJ
12
Z 4
--61
24
_4BY,_,
72 �/l
24
Z
?l/Y
3 to S -
CIA
27_
'r
73_
130
15
zv, 9
2T
11 6
71
36
21/'
S to I
21
9
35
371/-
7
42
14 -
3 Sr�
- -4 3 /1-
30
24
71 3 LA
73/,-
48
3 ...
3 -t-0_1-
3 TO)
27
167
3ILC TO, L
IV2 2_
-49,/,
54
-
Ry,
73'
_54
60
-3'/Z-
SO -
4
-63-
34Y
_97
7?
3 to
42-
41/' 21-
63
98
'78
4'/2__
3 _t,_j-
1,8
5 241
TO
26
9B ---
84
5
fol
_
54
_ _
VIA v
-
65
4
331/1'-
*
zoo
90
5/,
2F;to
60
A 30-35
ED
35
PH
96
5
to
C A
'
ax
6`i� C 4- 310
72-tt 7B
21-77
5/z
2 to 1
"
7
'Z4-*36-
z- to -1
1
78
7/, ' *1
78
21
99
114
61/'
2 to 1
8 41B
36
'UT/z
21
6'/,
ITC t o
ED
90
8'/� 41
87'/,
24
IIII/v
13Z
61/,
TOE PLATE (SAME THICKNESS
AND METAL AS APPONISHALL
BE FURNISHED WHEN CALLED
FOR ON THE PLAINS
FLOW
LINE
OPT ]COAL
DESIGN
*vGwuv
**MAX,vL)m
Mm
SRA
I
G
T
I'/,' R
END VIEW
CULVERT 'C\F
MEASURED LENGTH '
OF CULVERT CPO--�,
NEAREST FOGS)
---i--
T
E
GROOVED END 04 OUTLET END SECTION
TONGUE END OR INLET END SECTION
SLOPE
END SECTION
BAR OR STEEL FA
REINFORCEMENT
LONGITUDINAL SECTION
V WIDE, 12 GA. (0.109'
lVC0GALVANEED STRAF
WITH STANDARD SX
RING BOLT ARE HOT
ALTERNATE FOR TYPE ICONNECTION
END SECTION CONNECTOR STRAP
THREADED '/," CIA, ROD CO .NEC TCQ
AROL)CO CaOUVER7 & THR,
CH
TA TYPE CONNECTOR LUG LUG
OR ALTERNATE C6NNrCTOR
AA�
MEASURED LENGTH
OF CLLVPRT el
TYPE I
FOR 17' IHITL 24" CCII. P
THF-ADED '/,' Dl&. ROD
OVER TOP OF APRCNSIDE ROD HOLDER
,NGF, TO BE RIVEFED TO
ARGON
VOASURED LEN G7H
OF CLAVERT ze,
TYPE 2
FOR 3o, 1 HPu 96' CORR. PIPE
MEASURED LENGTH
OF CULVERT
COUPLING BAND
PEOURED
CONNECTED jj
.RIVETED OR
CC'. CTRS 51
TO BE PAID FOR A., BOLTED
PART OF END
TYPE 3
FOR 42" THIRD 96" CORP. PIPE
L'MPLED OR CORRUGATED 2 X G.
COUPLING HAND BAND BOLTS
RIVETED` OR BOLTED AT MEASURED
DIMPLES 06"C-C
LENGTH
CORRUGATED BANDT OF CULVERT
TYPE 5
ALTERNATE FOR:
ALL SIZES CORRUGATED CIRCULAR PIPE
NOTE: DIMPLED HAND FITS OVER OUTSIDE Or ENDWALL.
AND CORRUGATED BAND FITE INSIDE ENOWALL.
DIMPLED BAND MAY BE USED WITH HELICALLY
CORRUGATED PIPE.
FOR CMCUVFERENTULLY COPI PIPE USE
ENDWALL CONNECTION DETAILS 42.3 OF 5
AS APPLICABLE.
FOR HELICALLY CORRUGATED PIPE USE ENDW4LL
CONNECTION DETRLS 1.2 OR 5.
FOR HELICALLY CORRUGATED PIPES WITH TWO
CIRCUMFERENTIAL CORRUGATIONS AT EACH END
USE ENDWALL CONNECTION DETAILS 4 2 OR 3.
CONNECTIONDETAILS
OJOR IWF�K
'TFI OR
0,1019 THI(K ALUIRI'N
DIA. RIVETS >CACVTY
R, C-C
S D' WALL
sp,
r O.D, X OO7F TI, CK ORLY.
ST'EUOF O.OtC' 7HCK -ILU%
,
SI'r, 7
TUENG 'I-PPED O—
AND RIVETS, EDGE TO CAPRI
NVEDR
TH CAT nN OF i E5FC',T"N
CA'X OR
ALUM.BTJTTONNEAT) RIVETS
y'-
SPACED AT & C-C. OVER-
L114GIH AT RIVE 7
OUT SIDE Or AFRON
SOFINALL SH`,ET
EDGE OF SICEWALL SHEET ROD
ROILED SNUGLY AGAINST
TOR NO, 4 CALV. RP'JORCING BAR
71,5TEEL ROD
LAPPROX.)
fflllffm�
DETAILS OF CONSTRUCTION. MATERIALS AND WORKMANSHIP NOT SHOWN ON
THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE
STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.
CONCRETE CULVERT ENDWALLS MAY NOT HE USED WITH GALVANIZED STEEL
OR ALUMINUM CULVERT PIPE OR VISE VERSA. GALVANIZED STEEL OR
ALUMINUM ENDWALLS SHALL NORMALLY BE INSTALLED ON CULVERT PIPE
OF THE SAVE MEIAL.
ALL -THREE PIECE STEEL APRON ENDWALLS FOR 60" DIAMETER PIPE AND
LARGER SHALL HAVE OJO9SIDES ADD 0%138" CENTER PANELS, ALL
THREE PIECE ALUMINUM APRON ENDWALLS FOR 60" DIAMETER PIPE AND
LARGER SHALL HAVE 0LI05"" SIDES AND 0.134- CENTER PANELS, THE NOTH
OF CENTER PANELS SHALL BE GREATER THAN 20 PERCENT Or THE PIPE
PERIMETER.
LAP SEAMS SHALL BE TIGHTLY JOINED BY GALVANIZED RIVETS OR BOLTS
FOR SjIFLL UNITS AND ALUMINUM RIVETS AND BOLTS FlQR ALUMINUM UNITS.
FOR [HE 60, THROUGH BO" DIAMETER APRON FFADWALL SIZES. THE REINFORCED
EDGES AND CENTER PANEL SEAMS SHALL BE FURTHER REINFORCED WITH
GALVANIZES STEEL OR ALUMINUM STIFFENER ANGLES. THE ANGLES SHALL BE
ATTACHED BY GALVANIZED NUTS ADD BOLTS FOR STEEL UNITS AND ALUMINUM
RUTS AND BOLTS FOR ALUMINUM UNITS"
WHERE TWO OR MORE PIPES WITH APRON ENDWALLS ARE LAID ADJACENT
TO EACH OTHER. THEY SHALL BE SEPARATED BY A DISTANCE SUFFICIENT
TO PROVIDE A MTNWUM CLEARANCE OF 6 INCHES BETWEEN APRON ENDWALLS,
Q) FOR PIPE SIZES UP TO 60' DIAMETER. A 150' ROLLED EDGE MAY BE USED
INSTEAD OF STEEL ROD REINFORCEMENT, SEE SECTION A� A.
arvlm�ffl
'
SHOULDER ,�EDGE OF TRAFFIC LANE
EDGE LINE MARKING (WRITE)
CENTER LINE
MARKING (YELLOW)
SP' x 6" ------ /f
�t2fzx�
NO -PASSING MARKING
LINE (YELLOWI — CENTER _ __
4" x ''/:" _F_._..
—2" x C EDGE LINE MARKING (WHITE)---\
SHOULDER
EDGE OF TRAFFIC LANE
'3,'f+' 9u, u.
E.+>na:,
EDGE LINE MARKING tYELLOWI—'
LANE LIKE NOTE. ALWAYS LEFT OF CENTERLINE
MARKING (WHITE) IN THE DIRECTION OF TRAFFIC
EML
___-CENTERUNE____________________________________
NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
EDGE LINE MARKING (WHITE)
SMOULDER '\— EDGE OF TRAFFIC LANE
PERMANENT PAVEMENT MARKING
(SHOWS CYCLE FOR PERMANENT CENTER LINE MARKING)
END MARKING AT
POINT OF CURVATURE
-y -
M�?
— Np^PASSING MARKING
P((( 2
��
CENTERLINE
A'YELLOW,
RIGHT TURN LANE
NO -PASSING MARKING
WHEN RECLINED ®``\
..____________________
__�
TURNNG LANE LINE
EDGE LINE
4" (WHITE)
,
•�
(WHITE(
�4"
"A'
Lri
NOTE:
ARROW SYMBOL `•---I,r')
SHOWS DIRECTION OF TRAVEL
CHANNELIZNG
LANE LINE
W" (WHITE)
♦ Y. � s.. �.♦ s r y s
Y:.
0
50' x3 -+4
_. !m "CENTER LInE
1 4 x �__l
LANE LINE MARKNG
(WHITEI CENTER LINE MARKING
(YELLGWi
ONE NAY TRAFFIC TWO MAY TRAFFIC
wmmlmlmK
TEMPORARY PAVEMENT MARKING
(SHOWS CYCLE FOR TEMPORARY CENTER LINE MARKING)
GENERAL NOTES
DETAILS OF PAVEMENT MARKING NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS.
EDGE LINES SHALL BE OMITTED THROUGH INTERSECTIONS. EDGE LINES SHALL BE CONTINUED
THROUGH DRIVEWAYS.
Qi WHEN DISTANCE -A- IS LESS THAN 250 FEET, OMIT TURNING LANE MARKING.
WHEN DISTANCE -B" IS LESS THAN 100 FEET, OMIT CHANNELIZNG LANE LIAC
l/. HALF CYCLE LENGTHS 125'x1 WITH 2'MINNIUM STRIPE LENGTHS SHALL BE PROVIDED ON
ROADWAYS GNCLUONG TEMPORARY TRAVELED WAYS)WITH REVERSE ClR2YATURE. CURVATURE
OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENGINEER TO MARK. UNUSUAL ALIGNMIENT
OF THE TRAVELED WAY.
\:J NO -PASSING MARKING SHALL BE PROVIDED WHERE SIGHT DISTANCE IS DEFICIENT.
E
CENTERLINE
_ 4'(YELLOWI
CENTER LINE MARKING NOTE'
Tins DRAWING CONSISTS OF UP TO FOUR
.______._.. _____..____ SHEETS, SHEET So MAY BE USED ALONE
c BEGIN MARKING AT P,C. OR SUPPLEMENTED BY SHEET S0. SHEET
—7 5c AND/OR SHEET SQ AS APPLICABLE
u
1 t a
3
ff.Tllma•„.,�
SYMBOLS
ElWORK AREA
FLAGGER. EOUPPED WITH STOPISLOW
PADDLE FASTENED ON SUPPORT STAFF
SIGN ON PORTABLE OR
PERMANENT SUPPORT
VARIABLE DISTANCE
60' A 74"
500' (TYPICALI --5004TYPICALF-----i---- 5001M:N.---- ---- 200'TO 3001TYPICALL
AHEAD AFfAD > *20-4
(D FOR A MOVING WORK OPERATION,
SIGHING FOR BOTH DIRECTIONS SHALL BE REESTABLISHED
(AS SIMULTANEOUSLY AS PRACTICAL) AT APPROXIMATELY
3500 FOOT INTERVALS IN THE MOVING WORK OPERATION
OR AS DIRECTED BY THE ENGINEER.
ALJ SIGN NOT REQUIRED IF FLAGGING OPERATION OCCURS WITHIN
A SIGNED ROAD CONSTRUCTION WORK ZONE AREA,
BE USE OF THE 'BE PREPARED TO STOP^ SIGN IS OPTIONAL, WHEN USED. THIS SIGN SHALL
BE LOCATED BETWEEN THE W20-7a AND W2D-4 SIGNS. A 500' TYPICAL SPACING SHALL BE
TO STOP PROYIDED BETWEEN THE SIGNS,
TO 3OO-fTYPICALI---I------SDOlNTN
(D
DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS
DRAWING SHALL CONFORM TO THE PERTINENT REOUREMENTS, OF THE STANDARD
SPECIFICATIONS. THE SPECIAL PROVISIONS, AND THE MANUAL ON UMFDRIA
TRAFFIC CONTROL DEVICES.
THE EXACT NUMBER. LOCATION AND SPACING OF ALL SIGNS AND DEVICES
(AND THE LOCATION OF ALL Ft AGGERSI SHALL BE ADJUSTED TO FIT FIELD
CONDITIONS AS DIRECTED BY THE ENGINEER..
THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED N ADVANCE
OF THE ANTICIPATED TRAFFIC BACKUP OR CUBITS,
WHEN A SIDE ROAD OR NAME INTERSECTS THE FACILITY ON WHICH THE
WORK IS BEING PERFORKIED, ADDITIONAL TRAFFIC CONTROLS SHALL BE
PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS
OR AS DIRECTED BY THE ENGINEER,
FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT
COMMUNICATION AT ALL TIMES. THEY SHALL BE EOUPPED WITH
STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE
FLAGGING OPERATION IS, NOT IN EFFECT. THE �FLAGGER AHEAD'.
THE -ROAD CONSTRUCTION AHEAD^ AND THE ONE LANE ROAD AHEAD"
SIGNS SMALL BE COVERED OR REMOVED AKIO THE HIGHWAY RESTORED
TO NORMAL OPERATION.
ALL SIGNS ARE 48' X 4R, CINDERS OTHERWISE NOTED
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