HomeMy WebLinkAboutU 1993 .pdfINDEX OF SFTETS
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L�IeeT NO, z'2.zT rx4'cai SecTmns 11c Oerr.ls
1,hrel No. 3 M Estam^te of Quori tivs
Srel Nov 3k 3T U,sce, lcneous Q,,G,%t,es
SP180 No. 4 AS R,Qht of Way Plot
Sheet No.5 ',,4 P1 Or, one Profdje
Sheet No, 6 6,24 Stc,0010 DolcL Dro.,ngs
Sheet No, - S'Qn Plates
Sheet No. Stuc-ure Plars
Sheet No. Corputer Ewfhvork Doto
Smeef No, 4AM Cross SqctIons
TOTAL SHEETS -9.5
DESIGN DMGNA;JON
AX.% Q9951
- 1318CO
AX.% (2015)
- 11500
0.
60-40
Y.
SO WPM
ESALS
= L9391600
CONVENTIONAL SIGNS
COUNTY LILZ
CORPORAYE LUTE
PRUIEPTti LRZ
{07 Lt4Z
LN4TED CASEWENT
EXISTM, R)CHT OF 9AT
PROPOSED OR NEW R/W LNE
SJR%E: UNL,
SLOPE NTERCEPT
ORIGN&L D400*
MARSH OR POCK pRojZE
EXISTING CMVERT
PUM", CJ,FRT
M` (" Frpw
CULiFR' OrofHo V,.D
.CCATION
COVBUSTIBLE FL=S
UNDERGROUND UTLITIES
GAS
- - - - - - -
ELECTRC
TELEPPOW OR TELEGRAPH
SERVCC PEDESTAL
CABLE uAnXIER
POWER. PDLZ
TTLEPEP)ND POLE
RALROAD
MARSH AREA
ACOCLD OR SH'kaP AREA
STATE OF WISC;0INSIN
DEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED IMPROVEMENT
RIVER FALLS BELTLINE
(MVISION STREET - C.T.H. MIA)
NORTH MAIN STREET, CITY OF RIVER FALLS
S.T.H. 35
SAINT CROIX COUNTY NOTE:
a
0
LAYOUT
Sck-E 0 :CNO FT.
L--j
Ca—
TOTAL NZI LENGTH OF CENTERLINE - 0.5w6 WCUIRBANY
COORDINATE NOTE
fiU, COORDINATES ARE REFERENCES TO THE
WISCM61N COO F, CENTRAL. ZONE
STATE PROJECT
'EDERAL PROJECT
PRC,9 T CCNI RAI,
7 0 ri —4S
APPROVED FOR
CITY OF RWE ER FALLS
4: —zz:m'u_
DATE MRAYpR
DATE It,_
STATE OF WSCONSIN
DEPARTMENT OF TRANSPMATkON
SEP
EICHARD G024V L
S-CRM.L —UNDALL
CO
APPROVED FOR DISTRICT OFFICE
DATE �6--
AUTHOR !ED FOR CENTRAL OFF0,'E TRAFFnIC
AUTHOMZED FOR r'N'VAL C'Ft,"F CESTa,
rAEET IC,
'.: .STATEPROJECT NUMBER ,.
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STATE PROJECT
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WORK AREA
FLAGGER, EOUPPED WITH STOP/SLOW
PADDLE FASTENED ON SUPPORT STAFF
SIGN ON PORTABLE OR
PERMANENT SUPPORT
VARIABLE DISTANCE
60' A 24'
COCTMULTION
G2D-2
500" t TYPICAL) 500, (TYPICALI--i ------- 500'MIN, 200'TO 3001TYPICAL)
aoao
AFEAC <'*W20> -1
(D FOR A MOVING WORK OPERATION,
SIGNING FOR BOTH DIRECTIONS SHALL BE REESTABLISHED
CAS SIMULTANEOUSLY AS PRACTICALtAT APPROXIMATELY
3500 FOOT INTERVALS IN THE MOVING WORK OPERATION
OR AS DIRECTED BY THE ENGINEER.
SIGN NOT RECLINED IF FLAGGING OPERATION OCCURS WITHIN
A SIGNED ROAD CONSTRUCTION WORK ZONE AREA.
I
Lfi
USE OF THE 'BE PREPARED 10 STOP` SIGN IS OPTIONAL, WHEN USED, THIS SIGN SHALL
pREpd BE LOCATED BETWEEN THE W20-7a AND *20-4 SIGNS, A 500' TYPICAL SPACING SHALL BE
TO STD PROVIDED BETWEEN THE SICNS.
*/!4 0@
*20To W24WOO 1
TO 30O'(TYPICAL)---1----DGcFwN SUS(TYPICAL) 500'(TYPICAL) —
WORK, AREA
DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THE
DRAWING SHALL CONFORM TO THE PERTINENT REOUIRMNTS OF THE STANDARD
SPECIFICATIONS. THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES.
THE EXACT NUNBETU LOCATION AND SPACING OF ALL SIGNS AND DEVICES
(AND THE LOCATION OF ALL FLAGGERS)SHALL BE ADJUSTED TO FIT FIELD
CONDITIONS AS DIRECTED BY THE ENGINEER.
THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE
OF THE ANTICIPATED TRAFFIC BACKUP OR QUEUE.
WHEN A SEE ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE
WORK IS BEING PERFORMED, ADDITIONAL TRAFFIC CONTROLS SHALL BE
PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS
DR AS DIRECTED BY THE ENGINEER.
FLAGGERS SHALL BE 14 SIGHT OF EACH OTHER OR N DIRECT
COMMUNICATION AT ALL TOES. THEY SHALL BE EOUPPED WITH
STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS, WHEN THE
FLAGGING OPERATION IS NOT IN EFFECT. 7HE 'FLAGGER AHEAD',
THE 'ROAD CONSTRUCTION AHEAD' AND THE ONE LANE ROAD AHEAD"
SIGNS SHALL BE COVERED OR REMOVED AND THE HIGHWAY RESTORED
TO NORMAL OPERATION,
ALL SIGNS ARE AB' A AS" UNLESS OTHERWISE NOTED.
60, x 24,
VARIABLE DISTANCE
G20-2
a
SAU). lb L; M-1
N
cn
b
b
En
cn
n
w
cis
w
CROSSWALK 8" MIN.
(WHITE)
a
d° MIN.
S' MAX.
TSTOP LIE CNHITE,
YARu&E WIDTH
I2`2'r (18' TYPJ
AS SPECIFIED 04
BID ITEM
STOP LINE AND CROSSWALK
TRAFFIC LANE
MEDIAN CURB
BULLET NOSE ISLAND
m
a
f
DO NOT EXTEND BEYOND
LARGE ISLAND SMALL ISLAND
(LESS THAN SET PERIMETER OR ANY SIDE
( ATER THAN 50' PERIMETER OR ANY SIDE LESS THAN 25' BETWEEN CURVES)
CATER THAN 25' BETWEEN CLM1TVESI
MARANO, ISLAND NOSE,
0 P,C.f
NOTE: (
ARROW SYMBOL y
SHOWS DMCTION OF TRAVEL
■
3
IS CALLED FOR IN THE PLANS
i
NOT Ee
ARROW SYMBOL
SHOWS DIRECTION OF TRAVEL.
WHITE LETTERS—. ARROW. TYPE 2 (WRITE)
m
ARROW. TYPE 2 (WHITE)-
CHANNELIZING LANE'. LINE—'"
B-INCH (WRITE) 81-0. "A" W W-0" -5. a B,_0R��•_0�� 20'-O' (TYPICAL) 2
FROM STOPLINE OR
} PC OF RAMS
VARIABLE. 32'M'."• LEFT TURN LANE
'A'- "B" CTYPICALt
(LENGTH 108' TO 1671
Em
Q
s,=ARROW TYPE 2 tWHITEi
CHANNELIZNG LANE LINE
B-INCH (WHITE)
ARROW, TYPE 2 (WHITEI
WHITE LETTERS -- PC -
OSTOF LINE,
�,,,.®®e...� _ „✓` VARIABLES WIDTH E[2"-2A".
�_`f".71F'�• UB" TYP.t AS SPECIFIED
IN BID ITEM
CHANNELIZNG LANE LINE
B-INCH (WHITE)
—1 —
20.0. (TYPICAL)
B'-0" VAR. 8'•0" 20'-0" (TYPICAL) n
32'MIN. FROM STOPLNE OR
PC OF RADUS
LEFT TURN LANE
(LENGTH UNDER 1081
LANE LINES IYELLOW)�
—EDGE LINE IYELLOWI
LANE LINE
--EDGE LINE (WWTE1
NOTES:
(D STOP BAR IS REOWRED ONLY WHEN SPECIFIED IN THE CONTRACT.
QDISTANCE MAY SE ADJUSTED TO ACCOMOOATE SHORT LEFT TURN LANES.
AS APPROVED BY THE ENGINEER.
} A SET OF ARROWS IS REOUIRED EVERY 400`OR NEAR INTERSECTIONS
OR DRIVEWAYS WITH TURNING TRAFFIC.
WRITE LETTERS ---v ARROW, TYPE 2 )WHITE) _� WHITE LETTERS! ARROW. TYPE 2
STOP LNE. (WHITE)
VARIABLE WIDTH 12"-24".
(IB" TYPJ AS SPECIFIED
IN BID ITEM
20'-0 8'-0" 32'-0"� 8'-0" VAR. 8'-0" _ 32 8'-0' 20'"0" (TYPICAL�l
32'NIN. FROM STOPLNE OR
PC OF RADIUS
LEFT TURN LANE
(LENGTH OVER 1671
NOTE:
SDD 15 C 8-So AND SOD 15 C T IS REOURED
WHEN THIS DRAWING IS CALLED FOR IN THE PLANS,
Q.U.U. M 1. O-Do
A
SHOULDER
EDGE LINE MARKING (WHITE)
EDGE OF TRAFFIC LANE
CENTER LINE
MARKING YELLOW(
C2 3" (�A
z °./i NO -PASSING MARKING
1„ _.J_ CENTER LIME � (YELLOW) __ ___
-2, S r
9.311�101
CENTERLINE
4" (YELLOW)
TURNING LANE LINE--",
4` (WHITEI
i
EDGE OF TRAFFIC LAN.
�--EDGE OF TRAFFIC LANE
SHOULDER
EDGE. LINE MARKING YELLOW)----'
LANE LIB NOTE: ALWAYS LEFT OF CENTERLINE
MARKING (WHITE) IN THE DIRECTION OF TRAFFIC
.__.._________,.CENTER LINE______________-_n___-___.___-_____.____
NOTE: ALL DIMENSIONS SAME AS TWO WAY TRAFFIC
PERMANENT PAVEMENT MARKING
IISHM CYCLE FOR PERMANENT CENTER LINE MARKING1
END MARKING AT
POINT OF CURVATURE
2
NO -PASSING MARKING"
RIGHT TURN LANE
NO -PASSING MARKING
WHEN REOURED'\ �.
�S
wm Nam Nam
WE
U EDGE LINE
�m 4' (WHITEI
Wa
7M
EDGE OF TRAFFIC LANE
5
50 z --
�..._..�I um 4i---,
.
®_ CENTER LINE __ _____.__{"
2" s 2•"_S ___.
LANE LINE MARKING CENTER LANE MARKING
(WHITE} - (YELLOW1
ANE MAY TRAFFIC TWO MAY TRAFFIC
� A.
TEMPORARY PAVEMENT,
TEMPORARY(SHOWS CYCLE FOR
DETAILS OF PAVEMENT MARKING NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE
STAWEARG SPECIFICATIONS AND SPECIAL PROVISIONS.
ww" SYMBOL,
EDGE LIINES SHALL BE OMITTED THROUGH INTERSECTIONS. EDGE LINES SHALL BE CONTINUED
SHOWS pRECTION OF TRAVEL
THROUGR DRIVEWAYS.
t
*MFN DISTANCE "A" IS LESS THAN 250 FEET, OMIT TURNING LAPS MARKNG.
LC/
WHEN DISTANCE -B' IS LESS THAN 100 FEET. DIAT CHOPELIZNG LANE LNE.
®.
HALF CYCLE LENGTHS (25'0 WITH u" MINIMUM STRIPE LENGTHS SMALL BE PROVIDED ON
ROADWAYS (INCLUDING TEMPORARY TRAVELED WAYS)WITH REVERSE CURVATURE. CURVATURE.
OF OVER 5 DEGREES OR WHEN DIRECTED BY THE ENGINEER TO MARK UNUSUAL ALIGNMENT
OF THE TRAVELED WAY.
NO"PASSING MARKING SHALL BE PROVIDED WHERE SIGHT DISTANCE: IS DEFICIENT,
CHANNELIZING E
LANE LINE EDGE LINE
B" CWHITEi 7MARKNG _
EGIN MAIMING AT EX.
MARKIN�G END MARANO AT PC.
CENTERLINE
4' (YELLOW)
CENTER LINE MARKING
NOTE:
THIS DRAWING CONSISTS OF UP TO FOAL
SHEETS. SHEET So MAY BE USED ALONE
OR SUPPLEMENTED BY SHEET 5b. SHEET
Se AN}/OR SHEET S4 AS APPLICABLE.
l
I
I
T
----- -- -----
7
o A,
+
�--
T-3' --
TYPE I
'Y'. -�
DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REOUrIIEVENTS OF THE STANDARD SPECIFICATIONS AND
APPLICABLE SPECIAL PROVISIONS.
ALL LETTERS AND SYMBOLS SHALL BE IN CONFORMANCE WITH REOUIREMENTS INCLUDED IN
"STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKING" BY THE FEDERAL
HIGHWAY ADYNISTRAIJON, ALL LETTERS. ARROWS AND SYMBOLS SHALL BE WHITE AND
REFLECTORIQED.
A DETAILED DRAWING OF THE HANDICAPPED P!RV`,IG SYMBOL IS ILLUSTRATED IN THE
"STANDARD HDHWAY CONS MANUAL"BY THE -rr,-RAL HIGHWAY ADMNIS7RATION,
TYPE 3
I
-- L 7 3,
UO2M
mom
LAST INTERSECTION
PRIOR TO CLOSURE
L - i
r
(
CP.OSED
IJEID
CLOSED
i
I
R17-2
\...
0 {
CtOSEQ
---w—"P" I r
aT •.-T.
W20-3
cLosED —T a_r_E„ a
HIT-2
LOOS
CI EO
d 500fi.=
i H w20-3
d I
9 Y
MOW mw
LAST INTERSECTION I
p.
PRIOR Tp CLOSL,RE iW20-3
DETAIL 1
cNO AGL£.SS TO PROJECT)
(GBTR.ICiIlW ._�_.. v I tl
AK.1D i 9
I I
i v
C06TMT04
_E- - G20-2
ll Y y
I 7
rat 7._s_T.�.
AIFA4
� i i ".. `—�'. COF6TPSICTKM
W20-1 ° E G20-2
Po i
o I t
t i
p 7
9 e-•1 F`"'SQ'
-� 4 f 8 WiWR I 0
CLOSED nlll
RAr2
I A i i Y
I 6 �
___--
CUIS;QO
Tm
EN7 G24-2 WZO-1
CONSTEO,CTKM1
C20.2 W20-1
DETAIL 2
(PUBLIC CROSS-7RAFFIC MAINTAINED.
NO ACCESS TO PROJECT).
—Oa --ROAD
—a0.cCLOSEq
RII-3
d Po
1 I
1 7 0
LAST PUBLIC ROAD ItiTERSECTIOti
PRIOR TO CLOSURE SEE DETAIL F/
I .T".....A I
s
!.`HIGHWAY UNI
�;� CONSTRUCT
I I
I OYS IANC'E TO
- BE DETERMINED._....1--.500=_...._ ---._...✓j✓_
...
BY THE ENGINESR E /�'� Q
ID ROAD R01O - ONE-WAY TYPE ^A^
( CLOSED 1 1 CLOSED CLOSED �._.. WARNING LIGHT
p04 FT WD ET PEOUIRED (TYPICAL%
A,?0..3 020-3 W20-3
#
DETAIL
(PUBLICMAINTAINED. CONTRACTOR.
LOCAL
RESIDENT #
(•T%TWO-WAY
TYPE 'A" WARNING ---�
LIGHTS REQUIRES \ 12" MAX:-i
EDGE OF SHOULDER
#
DETAILS OF TRAFFIC CONTROL DEVICES AND THEIR LOCATION NOT SHOWN ON THIS DRAWING
SMALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE WISCONSIN MANUAL OF TRAFFIC
CONTROi. DEVICES, THE PLANS, SPECIFICATIONS AND CQNTRACT
SIGN AND BARRICADE LOCATIONS MAY BE ADJUSTED IN THE FIELD AS DIRECTED BY THE
ENGINEER. ANY EXISTING TRAFFIC SIGNS THAT CONFLICT WITH THIS WORK SMALL BE COVERED
AS DIRECTED BY THE ENGINEER. ALL "STOP" OR OTHER REGULATORY SIGNS ON THE SIDE
ROADS SHALL NOT BE DISTURBED, EXCEPT WHEN NECESSARY TO COMPLETE THE WORK.. THE
SIGNS MUST THEN BE IMMEDIATELY REESTABLISHED.
ALL TYPE :BBARRICADES SHALL HAVE RAILS REFLECTORIZED ON BOTH FACES. STRIPES SMALL.
BE PROPERLY SLOPED DOWN TOWARD THE. TRAFFIC SIDE OR AS SHOWN IN THE ROAD CLOSURE
BARRICADE DETAIL FOR GULL ROAD CLOSURES. TYPE "A" LOW INTENSITY FLASHING WARNING
LIGHTS SHALL BE VISIBLE ON BOTH SIDES OF THE BARRICADE.
THE ROAD CLOSED SIGN HU-24 ROAD CLOSED_.,. MILES AHEAD SIGN TUI-3) AND THE. ROAD
CLOSED TO THRU TRAFFIC SIGN (ATI-AL SHALL BE ATTACHED ONLY TO THE TOP PAIL OF THE
TYPE IF BARRICADE, THE SIGNS SHALL. NOT COVER WOOLS RAIL.
TYPE "N" REFLECTIVE SHEETING SMALL BE USED ON ALL BARRICADES, TYPE 4 HAND fA. AND
ON ALL Rl-2. R17-3 AND RII-4 SIGNS.
ALL SIGNS SHALL. BE HE' X 48" UNLESS OTHERWISE NOTED BELOW:
Rd)-2, "ROAD CLOSED" SIGNS SMALL BE 48" X 30%
RII-5, AND Rll-4 SIGNS SHALL BE 60" X 30%
G20-2 SIGNS SHALL. BE 60" X 24"
TWO WARNING LIGHTS SHALL BE PROVIDED ON THE CENTER BARRICADE AND AT LEAST ONE
WARNING LIGHT SMALL BE PROVIDED ON EACH OF THE OTHER BARRICADES VITRO THE ROADWAY
LWWTS, SPACING OF THE WARNING ELB US SMALL BE UNIFORM TO THE EDGE OF ROADWAY
AS SHOM4
(2 THESE SIGNS M BARRICADES ARE NOT REQUIED 6ROAD CLOSURE BEGINS AT INTERSECTOL
T FOR ROAD CLOSURE nH LOCAL ACCESS TO PROJECT, SEE LANE. CLOSURE BARRICADE DERAIL.
i FOR ROAD CLOSDBtCfEB T LOCAL ACCESS TO PROJECT, SEE ROAD CLOSURE BARRWADE DE.TAI.
l^/ ONE -MAY LIGHTS SHALL'. BE PROVIDED ON ALL ADVANCE WARNING SWAG, THE UNIT SNAU,
BE POSITIONED SUCH THAT THE LIGHT SOURCE. G OUTS. THE SIGN FACE AND AT THE TOP
OF THE SIGN.
OAD LEGBND
OSED ) POST MOUNTED WARNING SIGN
RA 2 F TYPE MBARPWCADES WITH TYPE -IF
P REFLECTIVE. SIEETM
2'-6" MIN. EDGE OF SMOULDER
APPROACH
DOAD CLOSURE BARRICADE DETAIL
TWO-WAY
TYPE "A" WARNNI
LIGHTS REQUIRED
OFFSET BARRICADES 50'
AS SHOWN IN DETAIL. 3
APPROAC14
CLOSURELANE # DETAIL
WORK AREA
S.D.D. 15 C 2-2
GENERAL NOTES
NEW ASPHALTIC
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM
PULL
BOX
PAVEMENT
r,?
TO THE PERTINENT REQUIREMENTS OF THE CONTRACT.
NEW ASPHALTIC
COMPACT
PLACE COVER AT
HOMERUN
CONDUIT
--SHOULDER
LOOP SIZE, LOCATION, NUMBER OF TURNS OF WIRE AND ASSOCIATED SIGNAL PHASE SHALL. BE AS SHOWN
PAVEMENT w'\
AROUND PULL BOX,
AROUND NEW
✓` GRADE LEVEL
ON THE PLANS.
t" BELOW
"
PITCH LEAD -OUT CONDUIT TO GRAIN TO ROADSIDE PULL 80X.
PITCH
HOME -RUN
GRADPULL %
BOX 1
�,,[}
��
`AA
�
�
F
✓ � � ✓� �
,�
f
4
✓
SPLICES SHALL BE INSTALLED BY USING CAST IN PLACE SPLICE KffS SUCH AS 3M TYPE B2At OR APPROVED
EQUAL. NON -INSULATED BUTT SPLICES TO FIT •12 AWG STRANDED WIRE SHALL BE USED. SPLICES SHALL BE
SOLDERED AND MSLYAYED FROM EACH OTHER AS PER INSTRUCTIONS INCLUDED M THE SPLICE KIT,
`'`'S'
4';
,.
N,�k�x
/�,'.
CONDUIT
BASE COURSE
DETECTOR LOOP INSTALLATION DETAIL
*RECESS PULL BOX SO THAT THE COVER IS 3-
BELOW GRADE IN SHOULDER AREAS OF CRUSHED
AGGREGATE. BACKFILL OVER COVER WITH THE
CRUSHED AGGREGATE TO BRING THE AREA TO
GRADE LEVEL.
m
[*aim
m
it
THE GROUND RESISTANCE READING OF THE. LOOP SHALL READ 'INFINITY' TO GROUND ON AN OHMMETER USING A
MULTIPLIER SCALE OF t MEGOHM AND AN INPUT RESISTANCE OF 11 MECORMS MINIMUM BEFORE SPLICING THE LOOP
TO THE LEAD-IN CABLE.
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,
ANTI-SIEZE LUBRICATING MATERIAL SHALL BE USED ON ALL THREADS OF THREADED ASSEMBLIES BEFORE
INSTALLATION.
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,
THE •12 AWG LOOP PRE FROM THE LOOP TO THE ROADSIDE PULL. SOX,SHALL BE HAND TWISTED AT LEAST
3 TURNS PER FOOT BEFORE INSTALLATION.
SPLICES OF LOOP WIRE TO LEAD-IN CABLE SHALL BE MADE ONLY IN PULL BOXES AT THE SIDE OF THE ROAD.
THE •12 AWG LOOP WIRE SHALL BE INSTALLED FROM THE ROADSIDE PULL BOM. THROUGH THE. LOOP DUCT.
BACK TO THE ROADSIDE PULL BOX, AND BE INSTALLED IN ONE, NON -SPLICED. CONTINUOUS LENGTH.
--- BASE COURSE I
SECTION B-B
CURB & GUTTER
LOOP DETECTOR INSTALLATION DETAIL
PROTECTION OF THE CONDUIT AND CONDULET SHALL
BE REQUIRED AFTER INSTALLATION AND BEFORE THE
ASPHALTIC PAVEMENT IS PLACED.
W/2
WHEN MULTIPLE LAYERS OF ASPHALTIC PAVEMENT ARE TO BE PLACED, LOOPS MAY
BE INSTALLED BY SAWING A
W/2
TWO INCH WIDE SLOT IN THE FIRST LAYER, DIG OUT
THE ASPHALTIC MATERIAL AND
BASE COURSE, PLACE THE
`"'�.
I SO- ELBOW
90° ELBOW
BEND CONDUIT
LOOP, FILL THE. SLOT WITH BASE COURSE MATERIAL
AND NEW ASPHALTIC MATERIAL.
AND TAMP THE ASPHALTIC
r_ _ _
OR BEND CONDUIT
W
MATERIAL N PLACE.
r' W
r CAST IRON
"T" CONDULET WITH
COVER & GASKET
SHOULD TRAFFIC BE ALLOWED TO USE THE AREA OF ROADWAY WITH THE NEWLY INSTALLED LOOP BEFORE THE _ ..4. CAST IRON
PLACEMENT OF THE NEXT LAYER OF ASPHALTIC PAVEMENT, THE SLOT SHALL BE SEALED AS STATED IN THE ^T^ CDNDULET WidN --r
SPECIAL PROVtS10NS. COVER b GASKET
DRIVE A 1'/,-MAX.PK NAIL INTO THE NEW ASPHALTIC PAVEMENT AND DIRECTLY ABOVE THE CDNDULET AFTER THE
CENTER OF DETECT ___ FINAL LAYER OF NEW ASPHALTIC PAVEMENT IS COMPLETELY INSTALLED. IF REQUIRED BY THE DISTRICT TRAFFIC SECTION. LEAD -OUT
LANE OR LANES tTYP.i CENTER OF DETECTED CQFZFUtT
LANE OR LANES ITYP«4
T' PVC CONDUIT AGGREGATE CURB 6 GUTTER T" PVC CONDUIT
SHOULDER 111
E_Y-0- MAX. OR AS SHOWN
ON THE PLAN SHEET
PULL. BOX
3"-D" MAX. OR AS SHOWN
ON THE PLAN SHEET
PULL
TYPICAL PLAN OF LOOP DETECTOR
■r N
w
STANDARD ABSTTE`OATIONS
ABUT ABUTUTNT
AND MEAD
0T -�7,AGE DAILY TRAFFIC
A'UT AIIENIE
BACK
BASELINE
HIE
SENCHUkkK
BIT
BI TUMICCU S
CaEC.
CRUSHED AC:RGATE BASE COURSE
CATCH BASIN
CENTERL;NE
CENTRAL ANGLE OR DELTA
CLASS
CC
COMMERCIAL ' JRANCE
CONCRETE
CONSTRUCT iCUNSTRUCTI'_.H)
c A.C.P.
CORR FGATED ALUMINUM CULVERT PIPE
G SC P.
COPACCATED STEEL CULVERT PIPE
C T H
COUNTY TRUNK HIGHWAY
c P
CULVERT PPE
C ,
CyL7VZ YAR,
CAT
H'_NDREDWEIGHT
D
CEGREE OF CURVE
OH V.
DESIGN HOUR VIDUUME
DISch
DISCHARGE
D.
0SCRETIONAL DISTRIBUTION
Elp
DRIVEWAY
EA
EACH
E.
EAST
E 8
EAST B(DND
ELEV EL
ELEVATION
F w
ENDWALL
Ey,^
EXCAVATION
E.B.S.E
:C&VATTON BELOW SUBGRADE
EXIST
EXISTING
F-F
FACE TO FACE
F.E.FIELD
ENTRANCE
I L
FLOW LINE
'/FT CR
FOOT PER Foot
H[ IT,
qANDCAP RAMP
HYD
HYDRANT
IN. DIA
INCH DIAMETER
INC,
INLET
ID
INSIDE DIAMETER
IN T,ts
INTERSECTION
I OR 0
INTERSECTION ANGLE
NV
INVERT
LP
RON PIN
L H F.
LEFT HAND FORWARD
LB
ROUND
LT
LEFT
L
LENGTH J CURVE
LHE
UNITED HDHWAY EASEMENT
LF/LIN F7
LINEAR FOOT
L. S.
LUMP SJU
MAINT
MAIN7,NkNCE
°j 't
MANHOLE
dAX
WA, 04um
Vill
U
Mr
VILE
Al "H
NILES PER HOVER
NOR
NORMAL
NIL
NORMAL CROWN
N
NORTH
N.B.NORTH
BOUND
NO
NUMBER
CALIT
OBLITERATE
0 E O.
OPEN END DISCHARGE
0 1:, a C.
SEEN GRADED BASE COURSE
DID
CNTS ' *E DIAMETER
PK
PARKER-KkLON NA?,,
PASSING SIGHT DISTANCE,
IA fT, PvAIT
PA,TkCNT
r
PERMANENT UNITED 7ASZWLIT
ROD.
PIPE UNCEEZRAIN
PT
PONT
PC
POINT OF CLRVATuRE
Pt
POINT OF INTERSECTION
PRC
PLANT OF REVERSE CURyANTRE
P T
POINT f TANGENCY
PF,
PQIVATEENTRANCE
PL
PROPERly LINE
p
RA_,,IS
RR
RAILROAD
PICK
REINFORCED CONCRETE CULW>? TYPE
kcplls
VE,NFCRCD CCT4CPErE FIVE STORM SEWER
P;-,
REVGNy CT^NN
REO'D
PEOUREU
GENERAL NOES
NET, WALL
IEFCNING WALL
RT.
RIGHT
WHEN THE OJANTIfY OF tHE TEWS OF BASE OR SURFACE COURSE GO MEASURED
R/IY
RIGHT OF vv.kY
FOR PAYMENT By THE TON. THE DEPUH OR THICKNESS OF THE COURSE SHOWN ON
RHF
RIGHT HAND FORWARD
THE PLANS IS APPROXIMATE AND THE ACTUAL THICKITSS WILL DEPEND ON THE
RO
RUNOFF
DISTPaUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER
SNLV
SAN
SALVAGED
SANITARY �CE*ER�
FFF LOCATION OF EYSTI D AN PROPOSES UTILITY JNGTAtLkLCAlS AS SHOV�N
sw
SIDEWIV),
ON THE PLANS ARE ISTIPPOSWATE. THERE MAY BE OTHER UTP.17Y I'.SIAILATIGNS
s
SOUTH
*THIN THE PROJECT AREA 'HAT ARE BUT -�,OWA
S.B.SUNNI
Sr
ROUND
SQUARE FEET
IN PERFORMANCE OF THE WORK UNDER THE TULA 'CLEARING M 0 CLUBBING" 0
N
S, Y
SQUARE YARD
TREES OR SHRUBS VRE TO BE REMOVED WITHOUT THE APPROVAL OF THE
S D D
STANDARD DETAIL DRAWING
ENGINEER.
S TAT
STA.
STATE rRUNR HIGHWAY
$� iTIQN
CURVE DATA IS BASED ON THE ARC DEUNITION
S.S.D.SlUPPNG
SONY DISTANCE
STU, s
STORM SEWER
ALL UTILITIES WILL BE MOVES BY �,ER OWNERS WERE REQUIPED
S P,
S.E.SA)PERELEVATION
SUBGRADE SHOULDER POINT
THE EXACT LOCATION OF THE EROSIDH CONTROL DEVICES WILL BE DETERMINED IN
THE FIELD By THE ENGINEER
T
TANGENT
TEL, P, 0,
T. LE
TELEPHONE PEDESTAL
DISTURBED AREAS WITHIN THE RIGHT OF 'WAY. EXCLUDING ROADBED, ETC ARE TO
TEMPORARY LIMITED EASEMENT
BE FERTMZED AND SODDED
T.O.C.
TOP OF CASTING
T.C.TOP
TRANS
OF CURB
TRANSITION
BEARINGS SHOW ON THE PLANS ARE GRID BEARINGS TO THE NEAREST SECOND
TL
rRAN9TION LENGTH
TYR
TYPICAL
THE EXACT LOCATION OF P. E C A1,3 F. E 'S SHALL BE DETERMINED IN THE FIELD
I
PERCENT TRUCK TRAFFIC
BY THE ENGINEER.
UNCL
UNCLASSIFIED
u IS
UNDERGROUND (CABLE)
FISH
U.S. HIGHWAY
VAR
VARIABLE
V.C.VERTICAL
CURVE
v
DESIGN SPEED
WV
WATERANUN
At
WEST
At 8
*EST 9QUNC
STANDARD DETAIL DRAWINGS
1720-05-78
STANDARD ABBREVIATONS, GENERAL NOTES. jTILI',y
CONTACTS, STANDARD DETAIL DRAWNS
ALIGNMENT TIED
LlllL i1 ('011 rAqT�j_
RIVER FALLS MUNICIPAL, UTILITIES
V15 EI>T ELM STREET
RIVER FALLS, WSCOAKUN 54,122
(715) 425-6CS
ATTENTION, DAPRN BEIER
WISCONSIN BELL, INC
304 SOUTH DEWEY STREET
EAU CLAIRE. WSCONSIN 5473T
(715) U;-5815
ATTENTION, GLEN RACKS
ST CRW VALLEY NATURAL GAS
212 NORTH MAIN STREET
RIVER FALLS, WSCrANSN 54022
(715) 425-6177
ATTENTION: DUANE PETDCHO4
9C3_1
CAST BASES
BA5-9o:(;LET
COVERS
9C5_1
CONCRETE CONTROL CABINET BASES
BA5-3d
INLET AND MANHOLE COVERS
9DI-I
CABINET SERVICE INSTALLATION
8BG-3
MANHOLES. TYPE I
9E1-ld
POLE MOUNTINGS FOR LIGHTING UNITS, TIFE 5
BCI-4
lNi__--TS, TYPE 1, 2 AND 3
9EI-le
HARDWARE DETAILS FOR PULE MOUNTINGS
BDI-ll
CONCRrgE CURS. CONCRETE CURB AND GUTTER 4T;0 PAVEMENT TIES
9E3-1
NON -FREEWAY !BIGHTING UNIT POLE WIRING
BD4-3
CONC.'ETE SURFACE DRAIN & ASPHALTIC FLUME
9178_1
LOOP DETECTOR PLACED IN CRUSHED AGGREGATE BASE
BD5-8
CURB RAMPS
(NEW ASPHALTIC PAVEMENT)
8E9-3
SILT FENCE
15C2-2
5,LIRICADES AND TRAFFIC CONTROL FOR ROAD CLOSURES
BFI-Ioc
APRON ENDWALLS FOR CULVERT PIPE
15CT-2
PAY'EkENT MARKING SYMBOLS
3132-5
CONDUIT
15CR-5o
PAVEMENT MARKING (MAINLINE AND INTERSECTIONS)
984-1
PULL BOX
ISC8-5b
PAVEMENT MARKING LEFT TURN LANE)
9C2-1
CONCRETE BASES
ISCB-5c
PAVEMENT MARKING iISLAI'MS. STOP LINE & CROSS WALKT
15C12-1
TRAFFIC CONTROL FOR LANE CLOSURE (SUITABLE FOR MOVING OPERATINGS)
ED. PIF NAIL APPROX TP - TRAVERSE PLANT
_\
U W L'7 CENTERLINE 358,35,41,
CORD MAN STREET -Ac_Rp
-"A 7.65 Sa
1�
TP
\�;RAIIIERSE 'LINE .�>�SIA 14+47 05
STA.9+9987 0 16' RT
4 74' RT.
0 1 ITA50
1;11 4 IT SET I' A 12- 1 P 0 BACK
0 1 6 Of WALK 43'. NW OF HYD SET I' x tz, IF 0
SET C X UP 0114�104 SlEET FkCK OF WALK WEST
12* t P, 3't SIDE UP MAIN STREET
NW OF HYD ON NORTH SET I' A 12' 1 P 0 BACX
SIDE OF zXYDON OF WALK 23+ NW OF AYD
STT.FiT
TO 3/8' GAP
TP
>4
S-FA 25+66 78--� A
28 26' IT -a
SET", I,'IP
RACK OF AALF NEST
SIDE OF :REET
RAPES
5'-3 5 2 YA ES I 1'- 22 35'
TO
Hl\,
3' TOPSOIL, cO(T & FERTX12ER
TO RE PEIS,ACELT AT ALTO CONUETE PAAMENS TYPE W, (I (TTP) 6 'RE S
LocA S'T.4
TO FL.,�T 13' CRUSHED LIMESTONE R/W C�4CPETE DRIVE A,
T,I,tA�E F]TM�PAAVENT OvP*R
/,�Clll CURB AND CUTTER S�W 7`P� --uADUR EXIST 6' ORU�ED LIMESTONE
STA 9110 TO 5TA It-90 LT 30, TVIRE -D- (TTP -11 7'PIAL VAR ES 2' ASPHALTIC CONC PAVT,
ST 16.00 TO STA 16.14 LT BACK OF SOEWALK TYPE MV OVER
A AS EXIST, 6- CRUSHED VVESTONE
ST- Y8.46 70 STA. 2315E LT MAN STREET (1) ASPH-Ln CONCRETE PAVEMENT, T`fPF �y SHALL BE PLACED AS rOLLOTWS I m
6' CRUSHED LIMESTONE
STA. 9+70 TO STA, 24+00 1 V.- BINDER COURSE JT KE
1 3/4' SNEER COURSE U,
3' CON' N, ETA t2�W TO STA. 24.00 PT TOPSON. IB
1 1/2' SURFACE COURSE B a IA-R
I R,
R'.
SOD PER
U'E (T'OP
.6' N GIJ LINE Y—T-T--4 WIN --
EDGE OF PAIW7MENT7 A--J TPE 'D' CONCRETE
CURB & CUTTER
'LAN MEW
5" VARIES
SEE
AN
CONCRETE WTAIALY 4'
STA 76.85 7D STA. 36- SO LT
EOST)NG ASPHALTIC PAVEMENT
EXISTING 6' CRJSNVT LIMESTONE BASE COURSE
5 85 2 5'
_vmp ES-07 NCPMaL VARIES - 22-NCPVAL
...........
----- - ---- -- .......
112ASPHALTIC PATAVENT TO BE WULED
1/2' ASSNI CONCRETE PAVEMENT, TYPE MV
_MAIN STREET
STA. 24+00 TO STA. 36+93 5
lT
VA ES 5'
CONCRETE SBEWA K. 4'
Epp STA. 30+45 TO STA. 34+2& RT.
—3- TOPSMSOD & FERTUEER
(TYP)
EMSPING CURB AND WIMP
(T`YP)
T I I � i t I I
4, ASTRAL71C PAOEMENT
11 CONCRETE
4 1/2- CRUSHED LIMESTONE EASE EXPer
EXISTING MAN STREET_
STA. 9+70 TO STA, 24+00
PAVEMENT
EDGE
30' TYPE STO CONCRETE
SURE & OUSTER
3' MV TOPSOL
& SOS
M0.T OR
TOR
NIT
T
VX--lj
T
MAWAY'm E.S.
CR. LIMESTONE
BASE COURSE
_SECTION A -A ---------
1� ' :SING WAL%,
ME TO MATCH
STING SURFACE
NOTE Cel
Ui WEER
CONC. DRVEWAY,HEA
OR LIMESTONE
eF COURSE
U CURB
r-- ITYP ) 175 PX
1 5' FOR PRIVATE ENTRANCES PRIVATE ENTRANCE 12' WN - 24 MAX
25' FOR COMMER(SK ENTRANCES cECTtON S-8 COUREFICYAL ENM&4CE 24 UN - 05 MAX.
PRIVATE OR COMMERCIAL ENTRANCE DETAIL
r..
,V
i
I
f.
_._ .. .,..�........ CIF.,. a If
CCU' E LOAD ING Z 0 N E
(PARK & RIDE: LOT)
1 1720-05-78 I 2.Y- !
f'A E--�cG4c
m
i 33
9ASC1 Rv
Gi ¢. elrt. Do", P AIL.
!NR —i, SPECIAL,
-y 1
1
INLET, T'tPE 3 m NL.Cf SPECAL
S6Li FENCE DETAIL
fSTi ::2'A
C,
HYDRANT
2 1 4'
fill L
VALVE BOX TO BE SET
FTIRI VALVE ARSI BOX
INSTALJOkTION DETkIL
6' GATE :ALBS
PRE -CAST
cclO FTE BLOCK
2 4U YD, CRAAFt
Or JIWESTOIQ
HYDRANT DETAIL
Y C POST
PROPERTY UOT
7,
CLAS PDX SET TO
GRACE
BITIJUNMS PA'POMENT TO BE
COOS�,UC�, TO FIN, (SPACE
monswi
2-3/4- rE RODS
OR MEGA -LUG RETAINING
GLANDS AT JOINTS FRO4
.X4 LRIZ
NOTES:
L AU JOINTS TO BE
MECHANICAL JOINTS
1 POPE M BE BEDDED ON
FIRM �, UINSTURSED SSOILPIT CCQPACBIIOF`U
EmOkoo OR PROPOSED
STREET GRACE
7'-fi- M.N.
S. LAY HCRTZONTAL
SLACA l'i U�s
A, K TwE COPPER T�lrfl-
z
SEWCE. COPPMAlic,
\ \ SPA,
OFFICE PATMENT LENGTH
SOTkBL
'IVATER SERVICE DETAIL AS APP
WATERMAN
CO`ICPE7E THRUST
KOCH (TOPICAL)
7
CONCRETE SHALL BE
N CONTACT MM MIT
9D DEG. WACRANT OF
OPE, AT LEAST
T=1 1I--
OI-
B ---::
An{
Ii.ON A ULO E�CBE AS LARGE.
NOTES_
6• MAX 1,D-ENEON C SHWW ME LARGE
MOUGH TO MAKE ANGLE z EwAL
TO CR LARGER THAN A$ DEG..
P,EAS POSSIBLE " �IOJ7 NTETTIETN'
MANZI, ATH MECHANIC& �T BOLM
3.SHAPE PIE RAC BUTTRESS
MAY VARY AS CONIC AS PCUR PS
AGAINST FIRM U411SITO'BED SOL
UN-11 STURaBo
sm SECTION A —A
TYPMCAL THRUST BLOCK DETAILS
TOP TO BE SET
TO 1/7• BELOW
ONISH CRATE
WPTERE N ELACATOP,
PUSH WITH FINISH
ERASE 14 ALL
OTHER BASES
�s
CI
. TOP RECT110N
STAJ`OARD VAI_W Box
Borcu SECTOR
BASE
2' x 6' A III, WOOD
BL"ING
I "_ MO>'AROAL J% r
NOM SET VALVE BOX ON FILTER AGGREGATE IP
NATIVE SOIL IS NOT ME DRAINING, COATR MPH
SEE SPEC11CATIO'M
VALVE AND BOX INSTALLATION
Y&ROBLE
END OF SESkv.m
PLUG "Til
REMOVABLE PLOT;
VA;n AsM I Mot. sIsIn I/W STEP
VAN') BEND
T iNr.MTS
ARTS TIP VP 0
SEE SPfmc)vrm FOR
45 DEG,
SIZE a TYPE OF SETOACE
NOM
CONTRACTOR SHAU_ FURNISH AMIE PLACE
VERTICAL 2'0' WOOD STAKE, SET y
ABOVE GATXJP4 k EXTENDER VERT. TO
END OF SERNmCZ.
NOM
I"MEVER POSSIBLE END Of' SERnAcc m BE AT
GRAXTY MAO4
9 FT. CEPTll AT P 7`Y LAKE OR AT &f$.ERNG
AS APPROMIAM WPfERE 9 FT. DEPTH IS NOT
PO %L DEPTH OF SERMCE TO ME AS MP
Eck
As PCEI COBS�TERT "Ti TIrs EBT"_
SERVICE
CONNECTION,TYPE B
7�7
ROCK TRENCHING DETAIL.
TOP CIF RC✓:
17, M:N'
W"G UNE OF PIPE
KAUNSRNG
MEDC"Ic 6' MN.
tJNMTFRRO) EARM
MTA BAO`T TO 12. ABOVE pn
SPRNI1 UNE OF PIPE
W`MCHPIIC
SIMONS, MAX CA 5-
uNasnraMEM EARTH
TYPICAL BEDDING OF PLASTIC PIPE
(PER ASTNI D-2321)
NOTE:
FOR ALL.. BELLING AT TREMCHIN�,
CONTRACTOR TO EXCAVATE BELL
HOLES FOR PIPE, BEDDING SHALL,
BE UNIFORM ALONG THE LENGTH
OF THE POPE.
NEEHAB CASTING WINNER P-1642-B WtD4
SIXJD UD . CONMALED PIS( KMS As"O
SELF StAIJ14' , OR APPRO4M EIXAE.
I
2' ADXS-�'E RCS
w1m.u. 2,
MAAfdL'm 6
II
CA-
Ly
ClIME7 BAZ
ROM& " MOEN To SE AT'LEAST CLASS 54 D LP.
2. INIERT EL SET 0 1 ". ASOVS DOWNSTREAM INVERT EL
3. PRiECAST HCREFEHOES FULSD MN CONCRETE
1, F=N0. 76 RE AT 'LEASI C OS 250 OJO.
S. USE SASS 54 OIP. mou TEE TO UNDIOR1RDED Sm N TRENCH
6 BASE SZED TO PRQVNE 8' AD)ITONAi VON ALL AROUND
T. OTHER UMMME CONSTRUCnON DETAILS TO ITS THE SAME
AS STANDARD MANHO-E DETAT-
& ROOS DIA.Eml��
RAN POOR
To*
5:
OR CENTER
M07 07
OPE ---- -1
DtAxEiER
NOTE 7
RISER FOR
4" DIA MWI�HCILEIFRAME DROP MANHOLE DETAIL
NOTE. 5
uae
CLASS B BEDDING
1720-05-78 2, 4
DETAILS
SANITARY SEWER
MnA RACXTU TO 12* ASOW PPE
IMM-M �l
CLASS Q BEDDING
IF DEPTH 70 MAN is
GREATER THAN 12 M ENO ( simmm
RENovASX Ptuc
INN, S_C 1/8- RSR FT.
3RAMTY MAN
WIL TTP UPWARD 0 Is DEG.
SEE S MCATON PER
SZE A 1 OF SERVICE
PIPE,
NOM
NOTE,
WEREVER POOEStE END N SERVOS TO K AT
CONTRACTOR S "M�, AND KAPP
RETNFOR= 9 FT DEPTH AT PROPERTY ONE ON AT SOLOING
YERnM r.4' WOCO STAKE, SET T
CCNCREM SASE AS APPROPRIATE WERE 9 F7, DEF'N 2S NOT
ASOYE GRwNc` & Exh m VTnr TO
POSSIBLE, DEPTH OF SERVU TO K AS DEEP
END OF �V�cr-
AS PORRML DDNSSTENT Mt THIS VETArt
SERVICE CONNECTION
TYPE A
STATE PROJECT NUMBER SHEET NO.
Zs
CONNECTION TO EXISTING 1720-05-78 '
SYSTEM NOT INCLUDED IN THIS PROJECT. SANITARY SEWER/ WATERMAI N
NS TILME3 AVE Plrrel %WN S F. STA, 9+ -70 T() ST A. 10-1 50
A_ 0-4.yC�14IRACT�, COORDINATE W/ DIVISION ST.
HAS OHTY ACT "L LCG�TQN
N F'E BRIDGE PROJECTro
OR I�E, rHAI ARE PNPaO v
Elk GX�, TEF- �,� 81 ASPH. BLDG ASrH.
-LPL �,�Fa % TO IY45 PP
WC4 W,L VE XAYET, ArCTlE �TcA
\ WOODEN- �j
� PRFPTY L114E- " 4a�� UE SL(AU. 16 POSTS
BE I' K WFIPER, an m
R
L A �, GZAFR
L LOEAn`IN� ARE S�PMAIIC
?N-Y, ACTJA- LXAT`(XJ SNAj BE
DETERMINED IN FEU) BY ENW41EER. �j
4, SAN17APY SEAR AND WATER SHALLSERva TI4RW� 0,31' REMAN U 77n LED UKA7S
0
PROJECT DURAnCNS WET DOWNS G - N,
�AIJ BE Of' MN VAL T.E DIMA"IW DIGGERS HOTUNE 7-800-242-55�1
MAW STREET nINL8.5 LY, 8' PyE aTY UTUTES 715-425-ORDO
wsw4aN � 00MERS HOTUNE
CAIE-E TV (KING 'eDUO) DIGGERS HOMNE
AZ-IW38 L, T STCROIX VALLEY NATJRAt GAS 715-425-6177
Z- -Z
4'SS
Lp.
ASPH.
BEGIN PROJECT 1720-05-78c" V 4, --lb
STA. 9+70 V
PFNCW HARKSCFSC . IT . P . TI 01 SLOG Yr A-
Sl --4 BLDG
GN AT
4'
3 70", NJI F HYD, ILE. CORNER iI�N AND DMSCIT 5W RT� 189C29� NET LENGTH OF CENTERLUE STA. 9+70 TO STA. 10+50 = 80 UN. F7�
-Z
EXISTING GROUND BOOLE
892 - ---------- s M:;
no
-- - ---------
---890
IROPOSEC FINISHED PROFILE
888
884
C _�!_2.42
-6u
MID-
�!24 /111�1
... ...... .
No TE;_
Y EM T R' a L4 F.ARE SPOW!!
AS GO'LMAIRC C Y CONTRACTOR
OiXL �TRFYA A LEGATION
Iq F M,
1 WATIER SER'. CtS THAT ARE FOGNB
TO BE CAI%W7FV S7EL ,H{ U BE
RIi' ACED FPW 0 ! TO R9 STC
WH CN W°.£ S Lc� A Tr AT ', E
PPUPERTY LNE, SURVCO L.E W11
BE f K CC PER
5 FRLP SFr SANITARY 3:WER
uAIYA t ArONS ARE SCH YAM
kLY. ACTAIL LtCATU! 91N.- BE
a71M',! D N { E! 0 BY P sE R.
& A IARV SLAEP AND KATER WA(1
REMAIN IN .ERE CT TPROOOK WT
P OJFEY Cl AAY'O3. ;OAJT V.QWNO
STATE BE OF NUM, THE 0¢:RAY^,
.__unuLz LICA'FS_,._
DIGGERS HMLNL ?-AM- 242- 6-17
EVERCRxly
ar UID,1 RS 715 525-O9CO
M CONSN SEL£ C1GIRS PO U F
CAELF N (KING VDEOj DI RS P40
«TCRGX lA UY NA7JRAL UA._,
R�+
n
t
F.-
( ASPH.
i� ((� EXIKN TR . WARV,.N 9- WATER MA, LC
xPN�MATC (: ..Y
YII � da
y
r
.-,...� _.. 'd..�k. __
. __ viz,. _
RT,,�xI
.
r.x�.Rri�l�—�
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J
u'i
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Sl=}XVCF _
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Tom. _....,_"_
.-t . .....T i
L
q'
1 RiT40tT HY RX'17 -''
P
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10 N' G I (I
al!
u' a'
6
-0-
`_-.. 1 tdSE.� I
ASPH.
t 1
( I
6 !- EX7 o WATER DCFT CE_ TO
YRY 8 WATER MA,! LOCATON
MY,
f
4. _
ABANUQ`v EXISi1 TC`
Asu:ao�V. r 8 1fA7EB
m
ASPH.
[I
1720-05-78 �Z.S
YI A ER
MAIN ST. STA. 15+O0 TO STA.. 20+00
C WA71 R MAN [(f Y pp C
ASPH.
e
qq ,^Ak3AND0S - x AB XNDQv EXt6T19c 4 WATER MAIN
-
-g a W- -� a
n N L M --� Reaad w 9twx
«As FEE; a utuoc,.T* P. '+�'-A-. •�-P.
Bx9x8 TEr '�\{ ( / a
AXBXfl
� x 9cx z N rA>=' vu_E —�rA oa+ ars8 `ra
IK
ET s .tom
i BXEXK TE
E CAT VALE, k RPY_
HnRA T tK 6LRY
{ P, LJ Tx� P ai^E'R Bloc
S .- k_
1. TO i +
R CUCER o
a
0
y
n
4
"ASPK
E A—
RP.
YA .. & BOX
f �
1
894
11
NOTES:
11 LOCATION OF NEW PULLBOX - 12 AND NEW LOOP DETECTORS 011. 012. 061
AND 362 SMALL BE DETERMINED 14 THE FIELD BY THE ENGINEER,
2P CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK TO THE
EXISTING SIGNAL SYSTEM IN ORDER TO MAKE THE
SIGNAL SYSTEM FULLY OPERATIONAL TO THE SATISFACTION
OF THE ENGINEER:
-FURNISH AND INSTALL PILLBOX 12 ( z ix 154,
-FURNISH AND INSTALL V,,- PVC CONDUIT BETWEEN
PULLBOXES 8 AND 12
-FURNISH AND INSTALL LOOP DETECTORS 011, 012, 061 AND 062
-RELOCATE EXISTING HEAD NUMBER 1 ONTO EXISTING TRAFFIC
SIGNAL STANDARD AS SHOWN ON PLANS
-REMOVE EXISTING TRAFFIC SIGNAL STANDARD AND PEDESTAL
BASE FROM WHICH EXISTING SIGNAL HEAD NUMBER 1 WAS ORIGINALLY
MOUNTED. REMOVE CONCRETE FOUNDATION
-FURNISH AND INSTALL ALL NECESSARY TRAFFIC SIGNAL ELECTRICAL CABLE
-PROVIDE ALL OTHER MATERIALS NECESSARY TO PLACE SIGNAL SYSTEM
INTO OPERATION AS SHOWN ON PLANS AND IN SPECIAL PROVISIONS
3➢ ALL ITEMS OF SIGNAL SYSTEM, EXCEPT AS NOTED ABOVE, ARE EXISTING
AND SHALL BE PROTECTED IDURING CONSTRUCTION) AND REUSED INPLACE.
AN
A
Z21
(c "6 (6 X6,
4, , 6�xc)
SIGNAL HEAD CONFIGURATIONS
SIGNAL HEAD SIGNAL HEAD
NUMBER m NUMBER
2, 5, 8, it
1, 4, 7, 10 y
G
13, 14, 15. 16. ow
17, 18. 19, 20 —mw
-ALL VEHICLE SIGNAL FACES
ARE 12*,
3. 6, S. 12 -ALL PEDESTRIAN SIGNAL FACES
ARE 12- A 12-.
-ALL.VEHICLE SIGNAL FACES
i HAVE SACKPLATES,
NOTE: ALL VEHICLE AM PEDESTRIAN SIGNAL. WADS ARE EXISTING
AND SHALL BE REUSED AS NOTED ON THE PLANS,
SCALE IN FEET
0 10 20 40
WORK AREA
P13-17
2-3'
EXISTING TRAFFIC SIGNAL STANDARD AND PEDESTAL BASE•
REMOVE
P -9
2-j- ccl
EXISTING FOUNU&TIDN
(TYPE
7}
REMOVE
N'
EXISTING 2- PVC CONDUIT BETWEEN PILLBOX 8 AND FOUNDATION
REMOVE 9UNLM SOTHERWISE DIRECTED BY ENGINEER TO BE ABANDONED INPLACEII.
ps-8
AT 061
6 'X 'X
X 4T
062
X6
T
"12
7
/MAIN STREET
BEGIN PROJECT 1720-05-78
STA. 9+70
EXISTING RI-2 ('YIELD")
6 SIGN PAWL AND POST
LEGEND OF SYMBOLS
- — — — — — - PROPOSED POLYVINYL CHLORIDE (PVC) CONDUIT
(SIZE AS NOTED)
0--_* SIGNAL HEAD - PEDESTAL MOUNTED
(TYPE 2 BASE)
SIGNAL HEAD - MAST ARM MOUNTED
(TYPE 2 SPEC AL BASE)
J') lII
A 41) 24YW PULL BOX
CONTROL CABINET BASE
(TYPE 7)
NT LOOP DETECTOR
(SIZE AND TURNS OF WINE AS NOTED)
o'
PEDESTRIAN PUSH BUTTON AND RIO-4C SIGN
250 WATT HPS LUMINAME - MOUNTED IN COMBINATION
MATH SIGNAL POLE ON S' SINGLE MEMBER MAST ARM
EXISTING POLYVINYL CHLORIDE (PVC) CONDUIT
(SIZE AS NOTED)
SEQUENCE OF OPERATIONS
DETECTOR LOGIC
t
I E11
F A-",E.
IPl1U%ERf'
CLE+R
TG
f
7r
{f}
3
-A
fr
4 E F
R R R
-R-
03 A
94
R A
04
iP i ,i;
R 1 R A
C-C
5
R R R
p8
3
q R R
P7I
I112
R R R
kkkkkk----R
ON f
7 8 4
R R
0' PEP
ti,i9
DW Dw JW
_
04 FED
IR 2a
_
OW Ow DN
06 PEO
1314
DW Ow DW
28 FED
TC IE
I OW DW
R/W
02
CLEAR
T6 •a
RjW
03
CLEAR
TQ •.
T'
R/W
04
p
CLEAR
TO
R/W
05
_s
CLEAR
TO ••
R/W
06
CLEAR
PO ••
R/W
07
CLEAR
TO •.
08
_ pFLASH
CLEAR
R/W TO .
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
RP
A
_G
Y
R
R
R
P
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
RW ~
R
R
R
-+-
R
R
R
R
R
R
K
R
R
R
R
R
R
R
R
-
R
R
R
R
R
R
G
Y
R
R
R
R
R:
R
R
R
R
R
P
R
R
R
R
R
R
R
R
R
R
R
R
-V-
•••
R
R
R
R
R
R
R
R
R
-
R
R
P
R
R
R
R
R
R
R
R
R
G
Y
R
R
R
R
R
R
R
R
R
_
R
R
R
_
R
R
R
_...
R
R
R
__....
R
R
....
R
R
R
-E-
R
R
R
-
R
R
R
R
R
R
R
R
R
R
R
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R
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.....
R
R
R
R
-
U
Y'
ft
R
•
DW
DIN
DW
DW
Ow
DW
DW
OW
DW
OW
DW'
ON
DW
DW
DW
DW
OW
DW
-
OW
._.._.
DW
OW
DW
DW
DIN
_.
.__
DW
OW
DW
DW
DW
Dw ..
DW
.DW
Oa�-Wol
DIN
-
Dw
DIN
DW'
DW
DW
Dw
DW
Dw
DW
DW
DW
•
DW
D
DwOW
Dw
PW
DW
DW
OW
DwDW..DW
Dw
DIN
DW
DW
Dw
DW
DW
D--._
TIMES STEADY WALK,. FOLLOWED BY FLASHING DON'T WALK, FOLLOWED BY STEADY DON'T WALK
SEE NOTE 2 AT RIGHT
+*• RED INDICATION 4S ASSOCIATED WITH CORRESPONDING THROUGH PHASE
CHART ?
PHASE NON CONFLICTING PHASE PHASES IN CONFLICT
ON ALLOWED TO TIME CONCURRENTLY PATH PHASE ON
JOT
-.02
5 OR 6_
.._._�....__
... 2-3-4-7-8
_.
5 OR 6
1-3_4_7_8
�.1-2-4
03
7 OR 8
55-6 _
04
7 OR 8
. _.�..
1-2-3-5-6
05__
1 OR 2
3-4-6-7-8
k75
...a7
9 OR 2
u
3-4_5-7-8
._B
3 OR 4
__..___.,.._....._.S
1-2-5-6-8
._..e,'m
OR 4
Z-5a 6p
DETECTOR OPERATION
DETECTOR AMPLIFIER CALL &' CALL ExTEPtD PHASE DETECTOR CALLING EXTENSION MOTORCYCLE
NUMBER CHANNEL EXTEND ONLY ONLY CALLED D15CONNEC7 DELAY STRETCH SENSITIVITY
0TE�����- � X
♦ m 2
02t X k'2 _._..
031 23
act x e4 ..+.'
042 x _
OAS x 04
95T .05
052
A $69 x P6
A 52 k6
07t x 27
P81
JOB
282
_....__A ... ____,_,_
A M LOOP DETECTOR TO BE FURNISHED AND INSTALLED BY CONTRACTOR. ALL OTHER LOOP
DETECTORS ARE INPLACE AND SHALL BE REUSED INPLACE.
CONTROLLER LOGIC
PHASE
PHASE
DUAL PHASE
PHASE
NUMBER
LOCKING
ENTRY TERMINA71ON
RECALL
at
NO
NO NO
NO
02
YES
6 6
YES
03
NO
NO NO
NO
04
NO
8 8
NO
05
NO
NO NO
NO
- ,g6
_ YES
2 2
YES
07
NO
NO NO
NO
A8
NO
4 4
NO
RING t 09 �2 i k%3 '.,,I—
RING_25...._�5��_�g.
BARRIER
NOTES:
1) ANY ACTUATED PHASE. FOR VMICH THERE IS NO
CALL SHALL BE SKIPPED,
2) WHEN ONE PHASE IS ON ALONE, ANY NON —CONFLICTING
PHASE MAY START TIMING CONCURRENTLY WITHOUT
A CLEARANCE INTERVAL (SEE CHART t)
rum
gam
y 310
i •
1. CONNECT LUMINAIRES & RECEPTACLES
ON SAME PHASE.
+
Y'
4. GROUNDING CONDUCTOR TO RUN FROM
SYSTEM GROUND TO FESTOON
RECEPTACLE & LUMINAIRE
TYPIWTHOUT SPLICE.
120/240V, 10, 3W SERVICE
4 WO", MAIN 00101110
+
NOT
(I.) FINISH — AMERON POLE PRODUCTS
qi
NCEMENT
ATURAL EXP'OSED `IEXISTING SH,
TO MATEXPOSED METAL
PARTS
TO HAVE BLACK
llillif WELDED TO REINFORCING WIRE,
(4.) ALL INSERT COUPLINGS TO BE
m
IS {
BASES SHALL BE EXCAVATED BY THE USE OF A CIRCULAR BACKFILL &SOD 1-3/8' WALL'(TYP'}
AUGER EXCEPT WHERE CONFLICTS MAY EXIST BETWEEN Viilr.AnWnnm
2—t/4" x 7' HAND HOLE
GAS LINES AND OTHER UTIIJTIES, WHERE BASES SIDEWALK ',$ROUND LINE WITH CAST ALUMPNUM
SHALL BE HAND DUG. CURB & GU FRAME & COVER #11 GA, LONGITUDINAL
iSTEEL WARE WELDED /t2 GA. SPIRAL
BASE COURSE SHALL BE PLACED IN 6" LAYERS OR LESS TO SPIRAL WIRE STEEL MIRES AT 3' PITCH
AND SHALL. BE TAMPED TIGHT AGAINST THE POLE, ASTM A-82 ASTM A-82
A NO.6 AWG STRANDED COPPER GROUNDING MIRE SHALL
"'R
zH"�'F
R GROi N
GROUNDING
"`
'
CADWELDED TO THE GROUPdD ROD. GROUND MIRE SHALLHAND
GROUND LINEBE
ENTER POLE THROUGH CABLE ENTRANCE, LEAVING A 2
in
wRE,FOOT
HOLE
COIL OUT OF HANDHGLE.
w
ti,
¢8 GA. x 6
FRAME
z
BARE COPPER
1
THE MINIMUM DEPTH OF DIRECT BURIED CABLE EXITING
5/8' DIA. x 8'-0'
;.y
w
GROUNDWIRE
THE POLE SHALL BE 24 INCHES. DIRECT BURIED CABLE
iy
COPPERCLAD GROUND
I
WE
SHALL NOT BE INSTALLED BELOW THE TRAVELED WAY,
ROD REQUIRED
:
2-1/4' x 9' CABLE ENTRANCE
WARE CLAMP
MAXIMUM DEPTH OF DIRECT BURIED CABLE SHALL BE
24
w
(1} O 90` & (1} O 270`
36 INCHES EXCEPT WITH WRITTEN APPROVAL BY THE
DIA,
ENGINEER.
CLOCKWISE FROM BRACKET ARM.
POLE SECTION
GRADATION NO.2 BASE COURSE,
POLE EMBEDMENT DETAIL
CONCRETE
DIRECT EM®E17DED
--i--" 9-1/4' NOMINAL
PQS FS 35—FTa
SEEKEWLim
i
1
319
180•
90' - - 270'
00'(H.H.)
:T TOP LUMINAIRE, FURNISHED
RIVER FALLS MUNICIPAL..
1TY, INSTALLED BY
1 1720-05-78 9 2. 13 t
GENERAL NOTES:
OWN
AUGER EXCEPT WHERE CONFLICTS MAY EXIST BETWEEN
�.
GAS ES AND OTHER UTILITIES, WHERE BASES
SHALL BE s i
COURSEBASE i IN 6' LAYERS OR LESS
TAMPEDAND SHALL BE TIGHT AGAINST THE POLE.
�u , ir = m �• ��
. .y.ARM. i
THE MINIMUM DEPTH OF DIRECT BURIED CABLE EXITING
IN, PRESTRESSED
THE POLE SHALL. BE 24 INCHES. DIRECT BURIED CABLE
ICRETE POLE FURNISHED
SHALL NOT BE INSTALLED BELOW THE TRAVELED WAY.
RIVER FALLS MUNICIPAL
MAXIMUM DEPTH OF DIRECT BURIED CABLE SHALL BE
ITY, INSTALLED BY
36 INCHES EXCEPT WITH WRITTEN APPROVAL. BY THE
(TRACTOR (WEIGHT — 500 L.BS.)
ENGINEER.
GRADATION NO.2 BASE COURSE,
NOTES:
(I.) POLE DIMENSIONS AND WEIGHT ARE FOR
INFORMATIONAL PURPOSES FOR THE
CONTRACTOR, DIMENSIONS AND WEIGHT
MAY VARY FROM DATA SHOWN.
(2,) NO VARIATION OF DIMENSIONS SHOWN ON THE
POLE EMBEDMENT DETAIL WILL BE PERMITTED.
KIIIIA
i
x
I-
2-1/*' x 9' CABLE ENTRANCE
(1) P 90° & (1) Q 270%
"> �-4---4-��8" DIA.
jr POST TOP LIAtINAIRE/PRE � 0
xK�r S� QNCRETE POL,F
-
LINE
R" � .._.L_ s. s
Y� i
P�.24
5/8" DIA. x 8`-0"
COPPERCLAD GROUNDROD REQUIRED
DIA
EMBEDMENT DETAIL
TO UTILITY COMPANY
POWER LINE
M UTILITY
METER
t OOA/2P
60A/2P 60A/2F
60A/2P
(CONTACTOR #1)
M0 i-Q hY3 hO
z 0 I z0 I z
F F o 0 F 0
z z� aN as
caJ caw caw cam
J 0 3 0 : r Z) J
a a a 0
a
1
60A/jP
(CONTACTOR 2)
ow
J0w J0� w J0w
�� � W�
z 5 z 5K 5K
L rea aD wD
U V. U tea,. Z3 ti,. U �.
OeI O I zCi 0�
Z 9 2 1 z..- z-7
xo =a s� F�
0 0 ca 0 cza 0
zi
OR OF CONTROL CABINET
PHOTOCELL & SOCKET, TABET 9600.G.E. 420G005.
FISHER PIERCE #6690 OR TORK #2421 OR EQUAL
2 GUARD
�Qr
Em
NOTES:GENERAL
SHOWNDETAILS OF CONSTRUCTION
MATERIALS AND WORKMANSHIP
NOT
SHALL CONFORM TO TH� PERTINJNT
h !-
PHOTO ELECTRIC CONTROL
LIGHTING CONTROL CABINET-,
MOUNTING HARDWARE''°,
SERVICE METER
(FURNISHED BYL
LOCAL UTILITY)
120/240Y, TWO POLE
100 AMP CIRCUIT
BREAKER LOCATION' `
BUNTING HARDWARE-,,,
METER BREAKER
PEDESTAL
(720/24DYAq,
0-200 AMPS)
SERVICE CONDUCTOR
_ ENTRANCE(
s FINAL.CPADE
4 1
GRADE MARK ON PEDESTAL -
CONCRETE CONTROLI/
CABINET BASE,
Y TYPE 61
LSERVICE LATERAL
(FURNISHED BY
LOCAL UTILITY)
r1 1.4 ov a &Iii m 30 a ma1x k Ei •.f
*f
'f b V COST Of f ELECTRIC CONTROL
PE C f #12 WIRE TO BE INCLUDED
I L2 N UNDER THE ITEM OF "LIGHTING CONTROL
I
f
1
ow
FUSE Li
-
aH
N
U�
U w
u w
is w
TIME CLOCK MOTOR
FMb
1=h
F0
Fat
cza
ci p
ea Ta
caa J
BLACK
a
3-#12 GA. THWN
�rc
z
WHITE STRANDED WIRES
16®� TO PHOTO -ELECTRIC
RED CONTROL
CONTACTOR
®
4
®
o
#1
HAND -OFF -AUTO LOCATE PEC ON
CONTACTOR
3 POSITION SWITCH LIGHTING CONTROL
#2 CABINET.
CtRTA,GTpt TIME CLOCK
#3 CONTROL 4NRING CCHEMATIG
ll�TING CONTROL CABINET NO 4
r
I
�L 2x2xt/4
-A— 3/40 HOLES
G
CABINET
BRACKET
' / GASKET
CABINET 1 91
BRACKET
CONTINUOUS HINGE -
HINGE & DOOR HOLDER
3 — S/BxS/BxS/B%H `Z` BARS
rt/2x8x9H FILTER
I
INSIDEREMOVABI-E--COVER1Er ,t I
ma
1H-3/H
3/80 STEEL ROD FLATTEN END BEf"ORE
INSTALLING IN CABINET
HOLDER ROD
fWA
=m,
NYLON ROLLERS
3/480/4 THICK
LOCK POSITIC
OPEN POSITIC
LATCH BAR 1
LATCH BARS
t /2xt /4x
LENGTH REOUIF
#�I(�jii:7li�tlll►T
CORBIN LOCK NO. 2510
DUST
CAP KEY +;
'44IIIIAZA6 I
,. l m.♦ s. 1 Ei : i.. • x f ' i. '.. .
FINISH EXTERIOR SURFACES NTH AN APPROVED
ENAMELSILVER GRAY PAINT.
FINIS
RIOR NTH A HIGH GLOSS WHITE
PAINT.
ti
p�
pi pw
YY
h
LIGHTING f ELECTRICAL LEGEND
SINGLE ARM POLE
STA 0+00 LOCATION
1� 111-250-35-10
A-3 I (-- MAST ARM LENGTH IN FEET
MOUNTING HEIGHT IN FEET
LAMP WATTAGE
IES DISTRIBUTON TYPE
POLE NUMBER
} PULL BOX - 24" x 36"
NEW CONDUIT, NON-METALLIC 2-INCH,
NC UNLESS NOTED OTHERWISE.
CONDUCTOR SIZE
6 3 QUANTITY OF CONDUCTORS
— EC EXISTNG CONDUIT, NON-METALLIC
2-INCH, UNLESS NOTED OTHERIMSE"
—CID- CABLE -IN -DUCT
B 3 QUANTITY OF CONDUCTORS
UCTOR SIZE
----DB DIRECT BURAL OF
SAWCUT SIDEWALK,
PLACE CONDUIT &
PATCH CONCRETE
SIDEWALK.
COORDINATE WITH
CURB REPLACEMENT
9,
i
STATIONING1. ALL w FROM
NOTEDSTREET REFERENCE LINE, UNLESS SPECIFICALLY
OTHERWSE
2, DIRECT BURIAL CABLE SHALL NOT •
WITHIN 2—FEET OF THE CURB.
DIRECT BURIAL CABLE SHALL BE PLACED IN
TIFIE GRASS AREA BETWEEN BACK OF •
SIDEWALK, UNLESS NOTED OTHERWSE.
ro
w
U
z
w
w
a 0II
. i�ii
F!i
is I ii _
NRUXNIFIWy.
FZ7
e
Ur?
t 4 t
at
\k�
MAIN STREET
p�-®-A�tgx
l4
at
of
aY
at
at N
It
at �
t4 -�
®l
� at
a4
(2)-2' NONMETAULJC CONDUIT
SLEEVES UNDER DRIVE.
(I -PER DIRECT BURIAL CABLE)
milm
IN
w-f•
=a
■
DL-3
STA 10+45. 42.5' LT.
III-100-14.5-0
DB,@E
mm
5,
O
STATIONINGALL C •
TO MAIN STREET REFERENCE
s- s
(DIRECT{ CONDUCTOR,
O.
WHICHEVER CABLE SIZE IS
ROUTED THRU SLEEVES.)
M
C
u¢ Jnun�
Lnz n
NM
60 0 6CN0r': m
v� zw�i am
04 0 u1< » ® to nr» Q m uO^F
+ z r-'^^.0 cv I w 2 -2' NONMETAWC I + w �' + (2)-2- NONMETALLIC �. ca
,p DB + () 7 m + � ¢ 2 2" NONMETALLIC
a `'^d ¢ 4 4 + `~ + CONDUIT SLEEVES UNDER `..h ® n �' a CONDUIT SLEEVES UNDER aw I CONDUIT SLEEVES UNDER
-- i �r - 4 4 m DRIVE 9 PER DIRECT
q 0 a_ a w N r DRIVE 1-PER DIRECT 1¢ I q "y a
06, r�0 i QN000 6 4 BURIAL CABLE). my nm. v�i q ( DRIVE 1-PER DIRECT
u n m 6 4 I ¢i 6 4 m. � I �� BURIAL CABLE). BURIAL( CABLE).
4 4 4 4 --- - --- -- -
6 4 n rn _._...-\�..-...._.7..,, ..� ✓J- ---fit,_®._._.r - _..
._
+ 2-3
REMOVE &RELOCATE.
¢ PEDESTRIAN 5fGNAL 4 4 6 4 4 4 6 4 DB,
t5 DB, 6 4 ON WOOD POST DB, 4 4 - uz 4 4 6 4 3 3 6 4 6 4 6 4 4D4 6 4 DR, 6 4 2n
_ IDB, REMOVE & RELOCATE 4 4 6 4 DB, 4 4 DB 4 4
NO, 4 4 PEDESTRIAN SIGNAL DB 4 .} 4 6 4 DB 6 4 6 4 6 4
D0, 4 4
4. 4.. < 4 4 ON EXISTING LIGHT POLE 6ow
4 z� (,.;�
_._- __ .. s .....
w._.. _x._.- "'`
06 — — a Dg
�— --
i i NC -
ti r l I m 4 4 ;6'-
M34 4
4 4 z PB-27 1n 'va
0 in n 6 4 e STA 16+69, 39.0 RT. a6 cv 6 4 W 0 } t-
ass" 6" 3 Tn a N rj �' ,� (2}-2' NONMETALUC �
"' `�" °'' 0 EXACT LOCATION TO BE ei o .� CONDUIT` SLEEVES UNDER ur wy
o 2--3' C APPROVED BY THE mF sl + -1 DRIVE (9-PER DIRECT N ,6
. . �' ,��. ENGINEER IN THE FIELD. ��,0 NOTE. r� o BURIAL CABLE). a j'
+ 1 + 4 4 6 4 I, �' ALL STATIONING REFERENCED Jt¢- p N
4 4 & 4 0 u> TO MAIN STREET REFERENCE Cvi = +
LIGHTING CONTROL CABINET NO.4 LINE UNLESS NOTED OTHERWISE. CVr' cr� b
m N 1 m q STA 16+67, 56.0 RT., a e I
aua 3 3 z� a umrecr.ppyy�� oan=.
j Z UAWW, � '� �=JVWWjp Q7
q >
(2)-2" NONMETALLIC in yr ti 4a`" a ¢ 'n w
CONDUIT SLEEVES UNDER N M w w� W w M w +'^+ z o
DRIVE (I -PER DIRECT i 0 0 ®. eO z °..` Q m r6 l z 0 w u 5
BURIAL GABLE). m mN z s- u nj z e._.-10 + n t z� z
Na rya q n'� '.� Np NzQ Q
44 +�ry �Np �n'Cm commzz
a �'iNumn nnv
6 4 r '�a=� 64=k;::oa-`-
6 4 mn -
q r DB
min 4 4 4 }
-
q QQ PAID FOR AS 2"NONMETALLIC CONDU - °�.,'� ,.. �'._._._.�__w. - __- . -:- � .._____ ..__.. __.___- _-
- -- 4 4 a (DIRECT BURIAL GABLE, 4 CONDUCTOR, - --.. -_ .--- --.—... -- ..--- m_..DEI
_- --._........ _ -_� _ __, _ _ 6
NO.4 OR 4 CONDUCTOR, NO.6;
€ WHICHEVER CABLE SIZE IS n DR, 4 4 4 4 DB D0, 4 4 6 4
ROUTED THRU SLEEVE.) $� 6 4 6 4 4 4 6 4
e # PAID FOR AS 'NONMETALLIC QB 4 4 6 4 4 4 D0, 6 4 D0,4 4 4 4 DB
7 CONDUIT, 2-INCH, SPECIAL." w 6 4 DR, 4 4 4 4 DB, 6 4 DB 6 4 6 4 _
4 4
a 6 4
c.
nR
(2)-2" NONMETALLIC 4 4
CONDUIT SLEEVES UNDER v°
DRIVE (I -PER DIRECT 4 4 4 4 w 6 4 w #
BURIAL CABLE). ro 0 6 4 ]OR
(2}-2' NONMETALLIC
0 N CONDUIT SLEEVES, BORED
G' AUGERED UNDER DRIVE,
ro° n I IQ INSTALL CONDUCTOR e
m (2)-2" NONMETALLIC t°
(2)-2" NONMETALLIC + + "� IN CONDUIT SLEEVE. j
a CONDUIT SLEEVES UNDER a o CONDUIT SLEEVES UNDER �+ j
§� i q " ua DRIVE (I -PER DIRECT rt cv 0
n Ja. t DRIVE (1-PER DIRECT '� 4v 0
F OWE BURIAL CABLE). T t<-... 1 BURIAL GABLE). �F
DL-7
cr
0
0
N
PAVEMENT MARKING, DIA(
EPDXY, $—INCH (YEL.Ow)
45' O 2D' SPACING
r alr �
fcf €ft
f
PAVEMENT MARKING, 4—INCH, T.`J-------
EPDXY (YELLOW) _....,- _..,..
' u
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r
4 m 2;
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S.5°
t r v r t 1
.._._.__ _.__._x
r r `
rr t
ea .�
dt d
fV
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sr r ^r u
tV44rr 11� VV t4
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—PAVEMENT MARKING. ARROW'S,
EPDXY, TYPE 2
r-- PAVEMENT MARKING, CHANNELIZING,
EPDXY, B—INCH (WITE)
PAVEMENT MARKING, 4—INCH,
/ EPDXY (YELLOW)
i
PAVEMENT MARKING, 4—INCH,
EPDXY (WHITE —SKIP)
PAVEMENT MARKING. DIAGONAL. `PAVEMENT MARKING. 4—INCH,
EPDXY, 8—INCH (YELLOW) EPDXY (WHITE —SKIP)
45' 0 20' SPACING
PAVEMENT MARKING, STOP LINE 1720-05—.78
EPDXY, 18—INCH (WHITE) t-
PLEPDXY,
MNT MARKING. ARROWS, PAVEMENT MARKING
TYPE 2 (T P) MAIN ST. STA. 9+70 TO STA 15+00
T MARKING, ARROWS,
YPE 1
PAVEMENT MARKING, CHANNELIZING,
EPDXY, 8—?NCH (WHITQ
T— YI
P
N
w
z
a i
C
Z
PAVEMENT MARKING. 4—INCH,
EPDXY (DOUBLE YELLOW —SOLID)
PAVEMENTMARKING, WORDS,
EPDXY ,:(TYR)
PAVEMENT MARKING, 4—INCH,
EPDXY (WHITE —SKIP)
PAVEMENT MARKING, CROSSWALK.
EPDXY, 12—INCH (WHITE)
PAVEMENT MARKING, 4—INCH,
EPDXY (DOUBLE YELLOW —SOLID)
I
S
STATE PROJECT NUMBER I SHEET N
1720-05-78 Z-y
PAVEMENT MARKING
MAIN ST. STA.15+00 TO STA, 25+00
PAVEMENT MARKING, CROSSWALK,
PAVEMENT MARKING, DIAGONAL,
^T
EPDXY, 12-INCH (TYP) (W tTE)
EPDXY, 12-INCH (WHITE)
G-
90` ® 3' C-C
PAVEMENT MARKING, EPDXY,
PAVEMENT MARKING, EPDXY,
4-INCH (WHITE -SKIP) r. ..__.____
4-INCH (DOUBLE YELLOW -SOLID)
u'v
,e 15
MAIN STREET
20 a
2
W
2
6- (TYR)
a
PAVEMENT MARKING, EPDXY',
4-INCH (WHITE -SKIP)
PAVEMENT MARKING,
CURB RAMP, ,� ---
EPDXY (TYP) (YELLOW) f-
W
PAVEMENT MARKING, STOPUNE„
W
EPDXY, 18-INCH (WHITE)
va
z
0
z
PAVEMENT MARKING, EPDXY,
4-INCH (DOUBLE YELLOW-S(K,,.fD)
I
0 Bz. f l MAIN STREET
PAVEMENT MARKING, EPDXY,
4-INCH (WHITE -SKIP)
PAVEMENT MARKING, EPDXY,
4-WCH (WHITE -SKIP)
25 a
G
PAVEMENT MARKING, EPDXY,
4—INCH (WHITE —SKIP)
PAVEMENT MARKING, EPDXY,
4--INCH (WHTE—SKIP)
2 PAVEMENT MARKING, CROSSWALK,
2 EPDXY, 12—INCH (TYP) (WHITE)
PAVEMENT MARKING, CURB RAMP,
EPDXY (TYR) (YELLOW)
PAVEMENT MARKING, CURB
EPDXY (TYR) (YELLOW)
PAVEMENT MARKING, STOP LINE,
EPDXY, 18—INCH (TYP) (WHITE)
0
m
z
Kw,
PAVEMENT MARKING, EPDXY,
4—INCH (WTE—SKIP)
1721-05-78 2- 2_'L
PAVEMENT MARKING
MAIN ST. STA 25+00 TO STA. 36+93.5
PAVEMENT MARKING, EPDXY,
4—INCH (DOUBLE YELLOW —SOLID)
30 1 ,
,I
PAVEMENT MARKING, EPDXY,
4—MCH (WHITE —SKIP)
PAVEMENT MARKING, EPDXY,
4—INCH (DOUBLE YELLOW —SOLID)
END PROJECT
STA. 36+93-5
/_ PAVEMENT MARKING, CROSSWALK, PAVEMENT MARKING, EPDXY,
EPDXY, 12—INCH (TYR) (WHITE) 4—INCH (DOUBLE YELLOW —SOLID)
PAVEMENT MARKING, STOP LINE,
EPDXY, 18—INCH (TYR) (WHITE)
66
R,1-4 nOAD
>� 1720 05-78 2,23
ROAD G20_2 ROAa ®
<TRAFPSC CC}NTROL & pOTQUR PLAN
Arab 4; 0 ra sa" x 3Ea" s60.. X 24" .(D �£- r El LT R`F hY`�FT
NOTE- DETOUR IN USE DURPNG RECONSTRUCTION,
WORK ZONE WORK SHALL BE SCHEDULED TO
MAINTAIN ACCESS TO BUSINESSES AT ALL
TIMES, ACCESS CAN BE INTERUPTED FOR
SHORT PERIODS OF TIME WITH PROPER
NOTIFICATON OF THE PROPERTY OWNERS AND
BUSINESS ESTABLISHMENTS. WORK WILL BE
COMPLETED IN THE RESURFACING AREA BY
USE OF MOVING WORK ZONE:. _ �......
m
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V
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NE'C" ((''�� G
`�..7 � + + z STti 35/65
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M4-9L 0 M4--9R `D
3 4
DETOUR 5
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SUUWT RD _.._.....�'�
a
j (4}
24" X 18"
30" X 24" 30" X 24"
4" SERIES "B"
BLACK ON ORANGE
luJ �
[;4�
M4 g0,�i
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24" X 12"
_
60" X 30"
N
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21" X 15"
21" X 15"
17 10 94
_
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LEGEND
CEDAR ST.
WARNING LIGHTS, TYPE A
(&)
NUMBER OF TRAFFIC
CONTROL
CONTR(M. bEMCES REQUIRED
PINE ST,
INDICATES DIRECTION OF SIGN FACE
QRAID
FOR ASATRAFFIC CONTROL,
DETOUR, 9GNS"
®MME1
N
22
p-
STN &(i)Gee 35 65
(1) re tx tP
YY
o
pusm
e
GENERAL LAYOUT rn
STATE PROJECT NUMBER I SHEET NO
T NUMBER-
,- - -.- -1 ------
NORTH
EAST
POINT NUMBER NORTH
CAST,
1720--05- 78 2.24-
PAD 3P
18
3920105 879
1321? 20 259
ON 63P SECTION
113
-192001818
1321021 557
k- C 4-
I'D
392,033 451
i321087 697
On 63P SECTION
114
392014 968
1321051 551
IA - 5r
20
392110205
1321014 516
ON 63P SECTION
115
392030674
E32%117 440
PARK & RIDE
I- -"Tpy , t
21
392060 730
1327038 1523
ON 63P SECTION
116
392053 531
132QI3 322
cl
22
392039016
u320982 301
ON 62P SECTION
117
391913987
1321059192
LOCATION a POINT KUMBER SHEET
PAC, 3 A -'R
23
392 079 92 7
L327080 704
ON 62P SECnCN
Its
397936 844
I32M55 075
NCpIH ClIps
24
392107 616
1321076.538
ON 62P SECTION
119
391959 7W
13212! 0 957
/EN7p7
25
392073 080
1321SECTION707
ON 61P SECTION
120
391620 157
6321096 827
rj-plll CII".3
26
39110,43 395
1321055632
ON 61P SECTION
f2l
391827 307
Is21126 521
-4 L&-r "UPP FACE
27
3920'12 420
IS21213 768
ON 61P SECTION
122
191843 HIT
1321192 710
#99 IS'
29
392044940
1321029637
ON 63P SECTION
123
39t855 846
13212-6 54;
F, N11-111 CURB
SJ
392121 196
1321166 788
50,00
30
391708 BtB
1321061015
4, So CC,
3t
392097 9t5
1320968 261
STATION
'OFFSET
POINT NUMBER
NORTH
EAST -
6'3147 M
72
39763) 846
1320841 220
rl' NrP714 CCPR
33
392100929
Y320980 907
60,00 ODD
-0000
30
391708818
I32NW 015
1'N rl PCINI
3�
392034 353
, � 050 22B
'j,
10+03
EII,
3"
391806 092
132;037 826
64.00000
--0000
37
392097915
13201968 26Z
6 "1 1
38
3QD9006413
�321014 638
64.00 CO
63P
39
39200
1 �20991 449
69+47864
0 ROD
52
392630 846
1320841 220
952914
40
392164 653
1321362 328
69,47 86
#',293
41
391786663
t 321349 411
V, Doo
42
392130 964
1321128 674
STATION
OFFSET
POINT NUMBER
NORTH
LAST-
#5301
43
392086 155
1320817 898
RESURFACE/RECONSMUCTION PROJECT
LOCATION
#531
4A
397822 34t
1320840 833
60, 57 3C 1
96 312
85
391768900
I32114} 412
#530
45
3918Iq 996
t320780 879
M
SOLYTH CURB
#5'94
46
391653 399
1320781 435
60+70572
90299
87
39t798.405
1321132 4S8
WTI'l CIVw co;NFO
So
OF1762L78
1321247 187
BAD CR
[CTCl FTMI NI CCuNER
57
392152.755
1121279806
60.70856
64 AS'
80
391792817
1121107 796
1
#TSDO
52
392f 14 134
T3210T1 007
PI WESB C,JRB
#1 8119
53
392039 407
1320997 IJ27
60,71159
94255
86
391799 394
1321136 200
O5fl 8
54
391731 9t1
1321116 057
PT 4"R
P/W P11-aTACE ROAD
5 S
392(140099
15 0880 032
So 71 855
194 238
84
39;823 75°
1321233 295
`l/A=PL
56
3927 13 995
1311010 983
Pt
SOUTH CURB
iL-PL
57
392107 CUT
1320965975
60+ 74 529
09711
98
391802.117
13,1130 999
C)
PI #87'4
60
391749 240
1320996140
PC4P
PCII 'RC#88^
At
3914q9 720
131198 t20
60+85 703
t92181
t�l
3918% 7.8
1321229 085
pp#aaY
62
392400940
13223110
PC 4 1
PT#882
63
312068100
13209N9 980
60-86 791
196ITS
82
391838 217
712TC51 797
PCp88S
64
39'3IB 620
1320857040
RAO A R
C'4 �j I PAMP
61
391697 497
6321063 713
60+90 247
795550
81
391a4l P�0
3SS
(,'I LE RAMP
66
3191799 779
1327011 342
PT 4'R
N 1 c RAMP
F, 7
39IR93 223
13209 72 086
60+92 776
2Q 593
e0
19tB4!L,'Sl
t3212AE, 300
II e, AMR
OF
391988 328
132P939 800
Pt RB
4P
69
392086 557
1321 ISO (DA2
EAST CU-Tq
MS
PAD l7t,R
70
�92068 997
13211%901
6T,59 42C
230 770
3919� 7 410
)2Q,4R 5Z6
PC I4CPTI4 CtjPIT
PALI 4p
77
?z
392" 15 642
3R20" 046
1121129883
T,T-11184 394
6177 474
22B 039
PP EAST CVPB
78
3Q1934 344
d321241 734
S' IOA
PT 4p
73
39F084 31,3
t32TI85883
PC 4'R
cupil
74
g92089 545
1 i21198 877
67 + 78 L61
232.049
77
31193C 833
1321245 46b
Cf
tl CAT tDAR
75
397944 758
132125C 951
RArj 4'R
76
39Z939 546
1321243 957
61.82018
2 11 45R
'P
324 e 157
A
391935 B33
321245 446
A, 1 4 p
Pr 4'R
72
5119,34 344
1 1,21241 734
61 +84 D74
245.307
15
391944 75F,
t321756351
F) et p;pa
79
391�1I 7 41n
!32IL148 526
Pr EAT C(,PP
Cll (A I CURB
Do
39184B ',64
I3,Q46 00
63.09 736
29 505
92
392016 953
1321("7 813
STH 35/65
PT 4'R
87
391e41 o ,, 0
i 3,'1234308
P VR:ST �IPB
-p2 4R
82
3,4783S 2S7
73,1231 797
63+Il 772
44215
93
3WP22 Z13
1321030 7-57
APTAV
11, 4"P
83
O)tF3P 7,18
t32Q28 085
PS 4 14 P
7A T 1,
pE
1� CUPS
84
59tR23 765
1321233 2Q6
C3+11 362
79 005
96
392017 073
1321007 070
AD
P, ll,(TH r, DIR
ISE,
1'317PC, COO
1321141 412
PAD 2ry LiCk
P? 4F,
8E,
C,91799 6-4
!321136 200
63,15 BE 7
42 F07
114
392025 955
73}1029 _T5
P 1; A,
87
39 1798 405
1321'32 488
PAD 4 14 1
4'P
P. e
39I802 I?-,
13'IIYI 999
F,3+ If, 476
46 702
95
392007 497
1 t2103 C 058
Pt *Fst C,Jpp
89
391792.817
1321107 796
PT 2Sr0Q
CN WECT CURB TA
90
391979 ESE
I32IU32 784
63-32 76P
157.338
7f,
392058997 ,
T311i.36 90D
N ATST CTCRB FACE PF`o,Dc
91
302022 CO3F
1321015 6,15
PAD 47 17
P AIEST CURE
92
39201595.3
13210i 7 893
63 + FS 325
208 54?
11
39SCE4 33T
321I85 8&!
IT 4 14P
93
3920221a3
5121030 757
PT 4'R
FAD 4 140
94
392025 955
732t029 215
53.38382
222 390
74
392089545
a321198 877
PI 2ROOR
95
392027 497
1321033 058
PI EAST CURB
PARK & RIDE PROJECT LOCATION
RAI', 28Co A
96
3920r7 071
F321007 070
63+38 467
29 13E
q7
392044.814
13210IC1E67
PC 25rlo'R
91,
392044 814
1321010 867
PC ,p FOP
PC 660
9s
392094 900
L320955 615
63+39 694
203997
69
392086 557
132M 6,82
PROJECT LOCAPON
MAP
C C[, ENTRY
94
392057 795
1321027702
PC 4'R
NED 3R
1 10
392037412
1321 � 50 831
63+40 282
207954
72
392088 046
1321184 394
61
10i
39186s 218
t32V221 927
63+56429
LOS 207
PAD 4'R
23
392079 927
1321080 704
PI
io�
391912 972
132�223 370
PAD 3' & 28'
MEO 3"R
T03
7978,44 944
1321155 841
(13.74370
83710
26
392092 395
I32ic)55 637
NED 3p
104
391869886
1321215 026
PRC
NORTH CURB
Mr D Sp
105
392027 184
S321052 505
63. 79 767
161.327
71
392115642
1321129 883
W, S T /,, AISLE
106
301515 766
I32tI31 450
PC
NORTH CURB
A,I ENIRr,,N AISLE
107
392018 74i
1321033994
EST 84 329
1p7.575
24
392NE7 616
1321076 538
P! CEN/N AI`,I.[
108
392068 985
1321102073
PT
NORTH COPS
AISLE
IOQ
392079229
1321170153
64.00000
-1300C
95
392094 PRO
1320955615
EAlr AISLE
110
391915 19,
1321235948
PC, IDCR
P! FACT/' AISLE
III
39I856 927
13212'4 069
64+00 000
13000
33
392100929
1320980.907
F1 ('ESN AISLE':
112
39T84O 70F
T321163 634
PT
NORTH 4JR6
64+00 OCID
S3 000
20
392110 205
1121019 816
RAD/ENTP 1-53'
64+00000
t3 000
33
392100 92q
13209e0907
PT
NORTH CCP8
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HE.S CONCRETE DRIVEWAYCC4
^IRFCM1
STAnON
LOCATION
k.0.
STATION
LOCATION
EACH
1720-05-78 9A
10+6+63
LT
36
tt+47
LT
t
STATION
LOCATION
S®Y.
10+90
LT
30
15+73
24' LT
1
"+70
LT
18
DETAILED SUMMARY OF
11+07
LT
4
16+82
24' LT
I
12+2D
RT
36
MISCELLANEOUS QUANTITIES
11+18
LT'
8
2D+83
24' LT
1
12+56
LT
17
11+20
LT
8
23+04
23. 5' LT
1
13+40
LT
16
16+'78
17+26
LT
LT
B
8
4
13+70
LT
16
17+66
LT
TO
4
13+99
RT
32
EARTHWORK SUMMARY
27+19
LT
10
4
14+84
LT
32
28+05
LT
10
15+54
LT
31
EXCAVATION FILL WASTE
31,10
LT
4
16+99
LT
20
STATION TO STATIONUNCL..
CY Cy
31+31
LT
4
REMOVING
CONCRETE SDEWALK
18+27
LT
Z7
31+43
LT
4
STATION TO STATION
LOCATION
S.Y.
19+47
LT
21
9+70 — 24+00
4654 139 30% SHRINKAGE 4 3375
31+55
LT
4
9+93 — 1i+90
LT
110
19+59
RT
40
PARK AND RIDE
465 1605 30% SHRINKAGE
31+67
LT
4
10+30
LT
B
20+25
RT
15
31+80
31+92
LT
LT
4
4
kD+30
RT
225
20+32
LT
13
15
4
10+45
LT
3
20+50
RT
4 1140 CY OF FILL
TO BE HAULED TO PARK & RIDE FROM STA. 9+70 — 24+DO
32+38
32+36
LT
LT
4
10+22
LT
3
20+63
LT
32
(APPROX. 1.3 MILE
HAUL)
32+46
4
11+22
3
21+40
RT
22
32+60
LT
LT
4
k1+45 — 11a65
RT
RT
y27
21++71
LT
28
32+96
LT
8
92+W — 12+40
RT
27
22+78
LT
14
32+96
LT
8
12+32
LT
4
22+26
RT
24
33+28
LT
8
12+44 — 12+84
LT
14
23+8
LT
36
13+28 — 13+22
LT
31
28+73 - 29+83
LT
.64
13+78 — 14+22
RT
24
31 +73 — 31+90
LT
21
14+60
8
31+95 — 32+85
LT
47
• STUMP
GRINDING
REWIRED
14+38 — 15+76
LT
LT
23
33+05 — 33+45
LT
20
t5+38 — FS+76
LT
21
35+OS — 35+45
LT
17
REMOVNG PAVEMENT
t5+70
RT
9
$TAFd(7- TSTATION
LOCATION
S.Y.
96+00 — 16+20
RT
11
16+00 — 16+44
LT
26
1
9+70 — 2+00
MAINLINE
930
16+17
LT
1
12+00 — 24+00 MAINLINE 5200
16+72 — 16+90 RT 10
11+70
DWY—LT
22
16+86 — 17+14
LT
16
CONCRETE CURB AND GUTTER, 30—INCH,
TYPE D
STAT04 TO STATION
LOCATION
LF.
CULVERT PIPE, CLASS nl, 18—INCH
12+20 DWY'—RT 29
18+08 — 23+52 LT 304
12+56
DWY'—LT
32
19+33 — 19+87
RT
30
9+70 — 24+W
LT
1430
13+41
13+70
DWY—LT
DWY—LT
1$
21
2D+12 — 20+64
RT
29
10+22 — 1D+32
RT
10
STATION
LOCATION LF
13+99
DWY-_RT
46
21+26 — 21+56
RT
17
10+50 — 1D+60
RT
10
�"-
14+84
DWY—LT
50
22+05
RT
5
11+45 — 11+65
RT
20
'63'P`+70
PARK & RIDE 58
15+54
DWY—LT
36
22462 — 22+95
RT
20
12+00 — 16+75
RT
46D
16+42
UNION ST—RT
151
16+60 — 24+DO
RT
760
16+99
DWY—LT
25
0
26+33+90
LT
20
18+27
DWY—LT
41
RT
20
19+47
DWY—LT
36
33+33+20 20
LT
25
19+59
20+24
DWY—RT
DWY—RT
70
k5
RT
35
20+33
DWY—LT
13
36+35 — 35+65
ILT
40
20+51 DWY—RT 15
-
PARK AND RIDE 'STH 35M INTERCHANGE 19W
20+63
DWY—LT
50
APRON ENDWALLS FOR CULVERT PIPE, 18—INCH
21+41
DWY—RT
40
21+72
DWY—LT
75
STATION
LOCATION EACH
REMOVING ASPHALTIC PAVEMENT (MILLING)
22+16 DWY—LT 20
22+78
DWY—RT
31
63"P'+70
LT & RT —PARK &RIDE 2
CONCRETE SIDEWALK, t—INCH
23+26 DWY—LT 41
DEPTH
29+00
DWY—LT
21
STATION TO STATION
INCHES
5Y
29+60
DWY—LT
20
--
$PAriON YQ STATION
LOCATION
5®F,
30+95
DWY—LT
21
24+00 TO 36+93.5
1 1/2
6400
9+70 — 11+52
LT
910
32+15
DWY—LT
14
10+25
RT
40
32+75
DWY—LT
12
10+45
LT
25
33+62
DWY_LT
20
10+72
LT
12
,
35+25
DWY—LT
k8
19+23
LT
12
CONCRETE LOADING ZONE
12+33
13+52 - 13+60
LT
LT
9
64
AREA
----
14+60
RT
18
STATION
OF
ASPHALTIC PAVEMENT,
TYPE MV &
16+00
RT
48
PARK & RIDE
240
REMOVING
CURB AND CUTTER
ASPHALTIC MATERIAL FOR PLANT MIXES
16+DO - 16+44
LT
220
PARK & RIDE
RADIUTS 40
STATION T6 STATION
LOCATION
L.F.
ASPHALTIC
ASPHALTIC MAT'L
16+05 - 16+25
LT
162
IQ+22 - 10+
RT
10
DEPTH
CCdN0. PAYT.
FOR PLANT MIXES
16+15
RT
48
t0+50 - 90+60 (}
RT
ip
STATION TO STATION INCHES
TON
TON
16+75
RT
60
t9+45 - +7+65.
RT
20
18+46 - 19+27
LT
405
26+90
LT
20
9+70 TO 10+75 5
ISO
11
19+67 -- 20+24
LT
285
33+20
LT
20
10+75 TO 12+40 5
254
15
20+86 - 21+48
LT
310
33+20
R7
25
92+40 TO 24+00 5
1590
94
21+96 - 22+03
LT
35
RIPRAP
33+75
RT
35
24+00 TO 36+93.5 1 1/2
532
32
22+05
RT
20
36+35 - 36+65
LT
40
UNION STREET INT- 5
44
1
23+01
55
360
STATION
LOCATION CY
_
ENTRANCES 2
5
26+95
LT
PARK & RIDE
STH 35/65 INTERCHANGE 27
27+00 - 28+80
LT
9W
'
29+83 - 30+73
LT
450
REMOVNG
INLETS
30+45 - 33+15
RT
1350
STATION
LOCATION
EACH
31+20 - 31+95
LT
375
?
32+90 — 33+40
LT
250
ASPHALTIC PAVEMENT, TYPE LV &
tt+00 13' LT k
33+15
RT
60
12+83
14'
C..T
1
ASPHALTIC MATEPIAL
FOR PLANT MIXES
33+25
LT
42
12+83
21'
RT
1
33+80
RT
60
REMOVING CONCRETE BASES
76+26
39'RT
4
ASPHALTIC
ASPHALTIC MAT'L
33+85 — 35+05
LT
6W
STATION
LOCATION EACH
EAC
16+63
37'
RT
1
DEPTH
CONC. PAV'T.
FOR PLANT MIXES
35+45 — 36+55
LT
575
16+82
17'
LT
k
STATION TO STATION INCHES
TON
TON
PARK AND RIDE
STH 35/65 INTERCHANGE
216
9+80
22` LT I
16+52 78' RT
20+82
18'
LT
1
PARK & RIDE 3
960
58
20+83
18'
PT
7
221FE;
2.3'
RT
a
TOPSCXL, FERTILIZER AND SODDING
STATE PRO JECT NUMBER
SHEET NO
FERTILIZER
SILT FENCE (DELIVERED. INSTALLED AND MAINTENANCE)
CRUSHED LIMESTONE
ASPHALTIC FLUMES
1720-05- 78.---
STATION
LOCATION
TOPSOIL TYPE EI SODDING
STATION TO STATION S.Y.LF
TON
STATION LOCATION S.Y.
9�70
11.90
-L.=Tfc�L
IT
49
---Cw-T
03
--
49
10.11
34 V LT
--
20
STAnDN TO STATION
----
-
RIM SIN 35 SIR 65 INTER I
DETAILED SUMMARY OF
IT-9
Q+40
LT
22
01
22
10+66
34 S' LT
20
9.70 - 10+7B
550
MISCELLANEOUS QUANTITIES
10+75 - 12+40
817
f2+00
tz+lo
PT
3
Ot
3
11.97
23' LT
40
12+40 - 24-00
5412
12l40
73.80
PT
47
03
47
12+83
235' LT
20
16+42 UNION STREET
120
12-65
- I3+30
LT
29
02
29
12-83
235' ITT
ENTRANCES
251
LOOP
DETECTOR LEAD-IN CABLE
13+50
- 13+58
LT
2
01
2
15493
20
PARK & RIDE
4000
a3+80
- 14+65
LT
38
02
38
16+24
24' LT
50' FIT
32
LOOP NO
LF
14+20
- 16+00
FIT
60
04
60
20
PS-12 PS-8
270
15.00
- 15.40
LT
IS
01
IS
16+62
52' RT
20
ps-e PS-11
130
tT+70
- 16.QG
LT
f3
W
13
16-82
24' LT
32
CONCRETE COLLAR
PB-11 CONTITOLLFR
50
16'00
- 16,45
LT
2.5
02
25
16+89
23 SK FIT
20
16+00
- 16,25
RT NNION ST
22
ot
22
20+83
23 5' BY
20
STATION LOCATION
EACH
16+65
- 16490
FIT UNION ST
18
01
is
20�83
24'
22.97 23 5' LT
1
16+45
- 16-90
LT
20
01
20
LT
32
16+90 - 19+35 RT 82 05 82
21+40 24' RT 40
t7-10
- lg.�o
LT
55
04
55
22+57
23 5' PT
20
ADJUSTING MANHOLE
COVERS (NON -PARTICIPATING)
REINSTALL TRAFFIC SIGNAL INDICATION
15.45 - 19+30 LT 47 03 47
22+97 23 5' LT 20
STATION
LOCATION EACH
19+65
- 20423
LT
19
01
19
PARK & RIDE
STH 35/65 INTER
I COO
-
-
19+85
- 20-15
RT
13
01
13
UNDISTRIBUTED
24
-STATION LOCATION
EACH
11+89
CENTERLINE 1
20-35
- 20+45
LT
4
01
4
9+67 43' LT
1
14+05
CENTERLINE 1
20+60
- 21+30
RT
39
'03
39
20+80
- 21.50
LT
16
Ol
N5
*SILTY TYPE
21+5-,
- 22+65
ITT
61
'04
61
MULCHING
21+95 - 22.05 LT 4 01 4
ELECTRICAL WRE. TRAFFIC SIGNAL,
NO 14
22+23
- 23+03
LT
36
02
36
STATION
LOCATION
BY
LIGHTING
23+95
- 24-00
RT
58
04
58
-
STATION LOCATION
LF
MAST ARMS,
23.50 - 24+00 LT 28 02 28
PARK & RIDE SIN 35/65 INTER 2222
26-90
- 31-95
LT
112
07
112
9+67 43' LT
75STRUCTURE
I S
POLES TYPE 5 GOING BASES, LUMINAIRES, SINGLE MEMBER
5 1 1
30-45
- 33+25
RT
93
06
93
LOCATION
NO ON 30--FEETTEAd
IT IL
TYPE 5(
IT 5( EA� 150 WATnAj, 6-FOOT
10-FDOW-A
I PARK & RIDE
_L I I
-------
_
I I T-
31+95 - 36 + 55 LT 153 10 153
LLBOXES, 24 X 36 INCH
33+75 - 34+00 FIT 8
2 PARK & RIDE I
I
'01
SEEDING
PARK & RIDE
PARK A RIDE
SIN 35/65 INTER
WEDNNS/IRADVS"S
2220
216
1 4
216
il-ATION
Les
STA TION LOCATION
EACH
------ ----
3 PARK & RIDE I
54'p'.10
FIT - LT
22
01
22
PARK Plot
10+98 MAIN ST - 37' LT
I
4 PARK & RIDE I
33+90
- 3" 50
PT
150
60
STRUCTURE NO
.......
5 PARK to
1 2
2
36+50
67+10
- 66+60
- 69.50
BY
FIT
62
5 PARK III RIDE
6 PARK At RIDE
10 STR 35 & 65 INTER
11 SIN 35 & 65 INTER
I
1
I
1
6 PARK & RIDE 1
7 PARK & RIDE I
-- ------
1 2
------ -A
I
2
SAWNG EXISTING PAVEMENT
WATER
STATION
TO
STATION
LOCATION
EACH
9+70
PT
STATION TO STATION
LOCATION
MEAL
-
*MORE LISTED ELSEWHERE
9-70 -
IO+20
LT -
RT
56
48
9+70 - 24+00
LT & RT
100
10+55
RT
5
NONMETALLIC NONME!TALLIC
--CONDUIT 1 E/2
INCH
10+60
PT
5
1 1/2- PVC
CABLE -IN -DUCT,
4 CONDUCTOR, NO 4
11,40
PT
5
FROM TO
LF
11+60
PT
5
STRUCTURE TO STRUCTURE
LOCATION LF
I4'70
LT
10
REMOVE TRAFFIC SIGNAL STANDARD PEDESTAL
BASE AND
P8 9 PB 12
130
12-20
FIT
25
TRAFFIC SIGNALINM6ATION
I - 2
PARK & RIDE 110
12-56 LT 16
2 - 3
PARK & RIDE 150
T3.4T
LT
10
STATION
LOCATION
EACH
3 - 4
PARK & RIDE 130
-
13,70 LT t2
9+80 22' LT 1
4 - 5
PARK IF RIDE 5
13+99
P7
32
TRAFFIC SIGNAL CABLE. 9 COND.,
NO f4
5 - 6
PARK & RIDE 35
14184
LT
28
6 - 7
PARK & RIDE 120
15154
LT
30
STATION LOCATION
_LF
7 - 8
PARK & RIDE 130
GEOTEXTILE FABRIC, TYPE P
-
16.42 FIT UNION ST 39
9.67 AS' LT
90
a - 9
PARKA FIDE 140
16+99
LT
14
5 - to
PARK & RIDE 230
17+27
LT
24
STATION
LOCATION
SY
10 - 11
PARK & RIDE 250
19447
LT
32
PARK & RIDE
SIN 35/65 INTER
11 - 12
PARK & RIDE 220
LOOP DETECTOR CONDUIT, I -INCH
19-59 FIT 40
eo
20-25
FIT
10
20*33
LT
10
LOOP NO
LF
NON METALLIC CONDUIT, 2 INCH
ADJUSTING VALVE BOXES
20+51 Pi 30
-
REMOVE & INSTALL
TRAFFIC SIGNAL INDICATION
Oil
70
STATION - STATION LOCATION L.F,
(NON PARTICIPATING)
20+51
21.90
LT
129
STATION
LOCATION
EACH
21.47 FIT 16
012
55
11.48 - 12«72 LT, 252
13.30 - 13.82 LT. 104
STATION LOCATION
EACH
22-16
LT
14
061
35
-
22+ 78
PT
20
9+80
22'
RES
40
13°79 - 14.22 RT. 86
12.46 LT,
1
23+26
LT
LT
I
14.64 - 15.04 -T. 80
14�97 LT.
I
27�05
LT
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IDO
15.38 15.74 LT. 72
16-86 - 17-13 LT. 54
15�90 FIT.
26-20 -
27+15
FIT
95
18-08 - 18-45 LT. 74
LT,26+05
16-46 L
16.92 1-%
29-00
LT
75
19.2T - 19.66 LT. 78
17-90
29+60
LT
70
IEMOVING
PAVEMENT MARKINGS
LOOP DETECTOR WIRE
19-33 - 19�87 RT. 108
20•12 - 20.63 RT. 102
17•96
30+93
LT
75
20�22 - 20-83 1-% 122
17-96 LT•
I
32-110
LT
50
STATION TO STATION
TYPE
LF
LOOP NO
LF
21�26 - 22�55 RT, 58
19�05 RT.
32+70
LT
45
7+85 - 8+85
21�47 - 22-30 LT. 166
19.50 R%
20.42 LT,
33+05 -
34. 05
PT
100
7+85 - 8+85
4' DEIL YELLOW
200
BIT
155
22�63 - 22-95 RT. 64
22«66 RT.
33+65
8- YELLOW CRAGONAL*
40
012
135
23�02 - 23�51 LT, SIB
I
LT
70
28.78 - 29,85 LT. ID7
35+30
LT
So
061
T20
33.38 - 33-ST LT, 49
36+43'5 -
36+935
LT
50
15
02
140
35.03 - 35.47 L.T. 47
T
36+935
LT - PT
50
* PAY AS 2-4'
LINES
SF, ,.*, n riE rER,
T, STATION
29 - 12,113
'V3w
--INCH. P.V_C_
LOCATION
5' LT
5' IT -- 61' RT
4- FO C'J
D AtAE T E R IM A N HOLE
ITI
V,17-H FRAME` -..._
STATION
LOCATION EACH
----------- - ----- - -
11-88
5* LT 1
14+ 03
5* LT I
19+21
5' LT 1
22+13
5' LT I
4--FOOT
DIANIETER MANHOLE IN
DE---
-TA
LOCATION V.F�
14+0,3
t8o
16 +31
5' LT 3.47
19+21
5* LT 0.47
REMOVING MANHOLE
STATION
_1
_LCClA_7l0N_
EACH
I +_ 8-8
CL
11+03
CL
16+35
CL
1
19+27
CL
1
22413
CL
RISER FOR
, -
DROP MANHOLE
- --------- -- ___
STATION
_16_+35
LOCATION
_3.37-
V.F,
5' LT
16+35
5' Lr
4.87
6--INCH SERVICE QONNECL�ON
TYPE A SERVICE
STA71ON LOCATION EACH
4-INCH SERVICE CONNECTI.ON
YYE A SERVICE
STATION
LOCATION
_ET
EACH
16;56
39' LT
i
11+26
39' LT
1
12+22
30' LT
I
12+99
30' LT
1
144 OFF
30' LT
1
16+01
30' L7
1
16+66
30' LT
1
t7 +40
30, CT
210+92
30' LT
29,00
25' RT
C--!NH SERVICE PIPE
STATION LOCATION C.F.
�4+U -5-7-19' _LT 14
�1+67 t" 19' LT 14
I bi 35 fl'-35' LT 30
4-INCH
SERVICE PIPE
L.F. STATION
LOCATION
L. F.
1284 10+56
5' LT - 39" LT
34
66 11+26
5' LT - 39' LT
34
12+22
5' LT - 30' LT
25
12+99
5' LT - 30' LT
25
14+06
5' L7 - 30' LT
25
16+01
5' L7 - 30' LT
25
16+68
5' LT - 30' LT
25
1 7+ 40
5' LT - 3V LT
25
20+92
5' LT - 30' LT
25
21+00
5' LT - 25' RT
30
CONNECT 8-INCH SANITARY SEWER
70EXI—SWING— SYSTEM
STATION LOCATION EACH
CONNECT TO EXISTING WATERMAIN
STATION LOCATION EACH
12+56 RT 1
16+14 RT 1
17+83 FIT 1
17+90 RT I
6-INCH DIAMETER D.I.P. WATERMAIN,
8-FOOT BURY OR AS NOTED
STATION
LOCATION
L,F.
12+63
RT
12
14+98
RTAT
47
16+51
RT
19
17+83
LT
48
17+90
LT
48
19+97
L.T
60
8-INCH DIAMETER D.J.P. WATERMAIN. 8-FOOT
BURY OR AS NGTEDUAS55Q PIPE - STATION LOCATION �L,F
12+56 - 12+64 RT 12
16+45 - 16+53 RT 71
16+51 LT 59
REMOVE FIRE HYDRANT
STATION LOCATION EACH
16+14 26' RI I
8-INCH GATE VALVE AND BOX
STATION LOCATION EACH
12b57 12' RT 1
16+45 11' RT 1
16+51 15' RT I
6--INCH GATE VALVE AND BOX
STATION LOCATION EACH
12+63 W RT 1
16+66 57' ITT 1
19+67 15' RT I
WATERMAJN FITTING._-3-zL -TEE, 8 C�I± ,
STATION LOCATION EACH
T2TRT I
WATERMAIN FITTING 8-INCH X 6-fNCH
STATION
LOCATION EACH
12' RT 1
14+95
11' RT 1
16+31
11' RT 1
16+51
57* RT 1
17+83
21' RT 1
17+90
21' RT I
8-INCH MECHANICAL. PLUG
STATION
LOCA11ON EACH
14+90
IV RT 1
6-INCH MECHANICAL PLUG
STATION
LOCATION EACH
16+14
14' RT 1
WATERMABN
FITTING REDUCER 6-INCH X
4-INCH
STATION
LOCATION EACH
19+67
39' LT
WATERMAIN
FITTING REDUCER 8-INCH X
4--INCH
STATION
LOC ATION EACH
16;54
67RT I
WATERMAIN
FITTING. 8-INCH 45 DEGREE
BEND
STATION
LOCATION EACH
16+51
61' T-F 1
16+54
65' RT I
WATERMAIN
FITTINLG,8mlNC.H 90 DEGREE
BEND
STATION
LOCATION EACH
16+87
IT FIT I
8-INCH MECHANICAL JOINT SLEEVE
s CATIONLOCATION
EACH
12' RT
1
12+64
12' RT
1
16+45
11' RT
1
16+53
11' RT
I
4-INCH
MECHANICAL
JOINT SLEEVE
STATION
LOCATION
-
EACH
_T_
1_9476_7_
40' LT_
ABANDON WATERMAIN IN PLACE
STATION TO STATION LOCATION EACH
14+90 LT-RT
75+00 - 19+27 LT-RT 1
16+87 - 20+26 LT-RT I
1720---05-78 { bD
MISCELLANEOUS QUAN71TIES
NON -PARTICIPATING ( 010)
ABANDON GATE VALVE
STATION LOCATION EACH
14+96 30, F 1 - 'j7— —
EXPOSE EXISTING. WATER., SERVICE
STATION LOCATION EACH
11450 RT 1
11+26 RT 1
13416 RT 1
13+91 RT I
ABANDON V 1 2-
A -IN CHIC INCH
WATER SERVICE
STATION LOCATION EACH
26T-2—6— I 1-'RT..._.
I
HYDRANTS
�_LQ_
8- OLBURY
STATION
-2-+-
LOCATION EACH
_26'
i 6-3
RT I
16+70
57' RT I
1-INCH WATER SERVICE GROUP
STATION
- LOCA_nON
EACH
76+1T
107 RT
i
16+62
10' FIT
1
17+54
21' RT
1
21+28
17' RT
1
22+28
13' RT
I
1-INCH WATER SERVICE PIPE
STATION
LOCATION
—
L.F.
16+11
117 RT - 25' LT
36
16+62
11' RT - 25' LT
36
17+54
21' RT - 26' LT
47
20+31
20' RT - 11' RT
9
21+28
17' RT - 34' LT
51
22+28
36' FIT - 13' RT
23
STATION
LOCATION
_23' _LT
S.rl
1_6+11
5-7—L
16+50
38' RT
13 L
17+55
23' LT
It
17+83
23' LT
3 L
17+90
23' LT
It
21+28
23' LT
3 z
ROCK EXCAVATION
STATION TO STATION LOCATION C. Y.
9+29 - 22+13(SANITARY SEWER) 5' L7 100
12-56- *+97tWATERMAIN) LT BRT 50
PIT RUN GRAVEL FOR WATERMAIN
STATION LOCATION c'y.
12*56 - $2+64 RT 100
BEDDING SAND
STATION TO STATION LOCATION C. Y.
9+29 - 22+13 5' LT 200
LABEL LEGEND COMMENTS
STATE PROJECT hl i BER SHEET No.
A -PROJECT CITY OF RWER
172D-05-78 FALLS - AGREEMENT
B -PROJECT NON -PARTICIPATING
172D-05-78
1720-05-78 3 G
ELECTRICAL/LIGHTING OUANTITIES
MAIN STREET CITY OF RIVER FALLS
CONDUCT, ELECTRICAL WIRE & CABLE -IN -DUCT
[LABEL
FROM
TO
METALLIC
CONDUIT
2-INCH, SPECIAL
LF,
METALLIC
CONDUIT
1-INCH
L.F,
NONMETALLIC
CONDUIT,
2-INCH,
SPECIAL
LF.
NONMETALLIC
CONDUIT,
3-INCH,
L.F.
NONMETALLIC
CONDUIT,
2-INCH,
L.F.
ELECTRICAL
WIRE,
LIGHTING
NO. 4
L.F.
ELECTRICAL
WIRE,
LIGHTING
NO.. 6
LF
DIRECT BURIAL
CABLE, LIGHTING,
4 CONDUCTOR
N0. 4
L.F.
ELECTRICAL
WORE
LIGHTING
NO.12
LF,
LIGHTING CONTROL CABINET NO.4, STA 16+67, 56.0' RT,
PS-27, STA 16+6% 39.0' RT.
30
275
140
A
PB-27, STA 16+69, 39.0' RT.
PB-28, STA 16+66, 26,5' LT.
130
570
_
215
A
PB-28, STA 16+66, 26.5' LT.
D-1, STA 16+42, 26.5' LT.
35
A
D-1, STA 16+42, 26.5' LT,
D-2, STA 13+94, 2E,5' LT.
260
A
D-2, STA 13+94, 26.5' L.T.
D-3, STA 11+48, 370 ILL
260
PB-28, STA 16+66, 26.5' LT.
PB-29, STA 17+70, 26.5' LT.
105
445
335
PS-29, STA 17+70, 26.5' LT.
RELOCATED PEDESTRIAN SIGNAL STA 17+79, 27.1' LT.
25
85
FA
PB-29, STA 17+70, 26.5' LT.
D-4, STA 18+80, 26,5' LT.
120
D-4, STA 18+80. 26.5' LT
D-5, STA 21+18, 26.5' LT..
250D-5,
STA 21+18, 26.5' LT.
D-6, STA 23+56, 26.5' LT.
250
A
D-6, STA 23+56, 26.5' LT..
D-7, STA 25+95, 26.5' LT.
70
250
A
P8-27, STA 16+69, 39,0' RT.
PB-30, STA 16+09, 26.0' RT.
60
265
200
A
PB-30, STA 16+09, 260 RT.
PB-31, STA 15+13, 26.0' RT,
100
410
310
A
PB-31, STA 15+13, 260 RT.
D-8, STA 15+18, 26.5' RT.
25
A
PE-31, STA 15+13, 26.0' RT.
PB-32, STA 14+40, 26.0' RT,
75
325
245
A
PB-32, STA 14+40, 26.0' RT.
RELOCATED PEDESTRIAN SIGNAL, STA 14+45, 26.0' RT.
20
70
A
PB-32, STA 14+40, 26.0' RT.
D-9, STA 12+71, 26.5' RT
18D
A
0-9, STA 12+71, 26.5' RT.
PB-33, STA 12+55, 26.2' RT.
25
A
PB-33, STA 12+55, 26,2' RT.
PB-34, STA 11+50, 26,5' RT.
-
105
445
A
PB-34, STA 11+50, 26,5' RT,
D-10, STA 10+45, 32.0` RT.
-
105
445
A
PS-27, STA 16+69, 39.0' RT.
D-11, STA 17+61, 26.5' RT.
ttp
A
0-11, STA 17+61, 26,5 RT.
D-12, STA 19+99, 26.5' RT,
250
A
D-12, STA 19+99, 26,5' RT.
0-13, STA 22+37, 26.5'. RT,
250
A
D-13, STA 22+37, 26.5' RT.
D-14, STA 24+75, 27.4' RT.
35
250
A
TT STA 66+F9, 28.5° LT.t
PB-35, STA 66+37, 29.0' LT.
40
A
PB-35, STA 66+37, 290 LT.
PB-36, STA 36+46, 28.8' LT.
90
390
A
PB-36, STA 36+46, 28.8' LT.
A-14, STA 36+32, 21.8' LT,
25
A
A-14, STA 36+32, 21.8' LT.
A-15, STA 32+9B, 25.7' LT.
345
A
A-15, STA 32+98, 25.T LT.
PB-37, STA 32+89, 27.0' LT,
20
A
PB-37, STA 32+89, 27,0' LT.
PB-38, STA 30+73, 26.2' LT.
215
885
A
PB-38, STA 30+73, 26,2' LT.
A-16, STA 30+64, 26.2' LT.
20
A
A-16, STA 30+64, 26.2' LT,
A-17, STA 28+32. 26.1' LT.
245
A
A-3, STA 69+43, 28.5' RT.t
PB-39, STA 67+23, 28,5' RT.
30
225
A
PB-39, STA 67+23, 28,5' RT,
PB-40, STA 66+38, 28.5' RT,
85
365
A
PB-40, STA 66+38, 28.5` RT.
A-18, STA 35+21, 28.2' RT.
30
225
A
A-18, STA 35+21, 2&2„ RT,
PB-41, STA 33+95, 27.6' RT.
25
A
PB-41, STA 33+95, 27,6' RT,
PB-42, STA 33+10, 26.7' RT,
85
A
P13-42, STA 33+10, 26.7' RT,
A-20, STA 31+81, 25.9' RT.
140
A
A-20, STA 31+81, 25,9' RT.
A-21, STA 29+48, 25.8' RT,
35
245
A
A-21, STA 29+48, 25.8' RT..
A-22, STA 27+15, 25.7' RT.
45
245
-
i
TOTAL
260
sk 45
* 245
220
# 705
4,820
4,315
=k 1,600
s
LABEL LEGEND COMMENTS
STATE PROJECT NUMBER
SHEET NO.
A -PROJECT CITY OF RIVER
1720-05-78 FALLS - AGREEMENT
B -PROJECT NON -PARTICIPATING
1720-05-78
1720-05-78
ELECTRICAL,41GHTING QUANTITIES
MAIN STREET CITY OF RIVER FALLS
CONDUIT, ELECTRICAL WIRE & CABLE -IN -DUCT
LABEL FROM
LABEL., Ck'
1
B 8 LIGHTING CONTROL CABINET NDA, STA 16+67, 56.0' RT.
CONTROL
LIGHTING R CABINETNO 4, STA 16+67, _96.0� RT
C �11N�
(0
TO
PB-27, STA 16+69, 39.0' RT.
NONMETALLIC
CONDUIT,
2-INCH,
SPECIAL
L.F.
NONMETALLIC
CONOWT,
3-INCH,
L.F.
NONMETALLIC
CONDUIT,
2-INCH,
L.F.
ELECTRICAL
WIRE,
LIGHTING
NO. 4
LF,
ELECTRICAL
WIRE,
LIGHTING
NO. 6
LF
275
DIRECT BURIAL
CABLE, LIGHTING,
4 CONDUCTOR
NO. 6
L.F.
ELECTRICAL
WIRE, LIGHTING,
NO,12
B PB-T
B PH- 7, TA 16+69, 39.0' RT.
7 'GS A 1 6+69' '39 0
8 8 LT
PB-28, STA 16+66, 26�5' LT.
PB-28, STA 16+66, 26.5' LT,
DL-I, STA 15+18� 26.5' LT.
B L_ 1 +1 , 6 5, LT.
DL-1 STA 15+18, 26.5' LT.
_
DL-2. STA 12+75, 26�5' LT.
255
B L
B DL-2, STA 12+75, 26�5' LT�
D STA
i+ 5� 6 �5 L.T.LT
STA 16+66, 26.5' LT.
S'
DL-3, STA 10+45, 42,5' LT.
PB-29, STA 17+70, 265 LT,
_LT,
24 0
KBPB-28,
8 PB-29, STA 17+70, 26.5* LT,
9 S
B -PB-29, STA 17+70, 26,5' LT.
PB_ 2 , STA 1 7+7 2 , 5' LT
9 0 6
6 5 , S L =
D TA 1 9+ 99 26 .5 LT.
6 _ DL-5, STA 19+99, 26.5' LT.
B OL �6 , STA + , 6 5 , LT.
B OL--6, STA 22+37, 26�5' LT�
6 PB-27, STA 16+69, 39.0' RT.
DL-4, STA 17+61, 26.5'
DL-5, STA 19+99, 26.5' LT.
DL-6, STA 22+37, 265 LT,
DL-7, STA 24+75, 265 LT.
PB-30, STA 16+09, 26.0' RT.
=30
265
3 S
24 0
5D
2 .0
12
B PB-3Q, STA 16+09, 260 RT.
B PB-30, STA 16+09, 26.0' RT,
DL-8, STA 15+95, 265 RT
PB-31, STA 15+13, 26.0' RT.
410
60
B PS-31, STA 15+13, 26.0' RT,
a PB-32, STA 14+40, 26.0' RT.
B DL-% STA 13+74, 26.5' RT,
6 PB-33, STA 12+55, 26.2' RT,
PB-32, STA 14+40, 26.0' RT,
DL-9, STA 13+74, 265 RT.
PB-33, STA 12+55, 26.2' RT,
PB-34, STA 11+50, 26,5' RT.
#
325
445
75
130
B PS-34, STA 11+50, 26.5' RT.
6 PB-27, STA 16+69, 39,0' RT,
B OL-IL STA 18+80, 26.5' RT.
6 DL-12, STA 21+18, 26�5' RT.
8 DL-13, STA 23+56, 26.5' RT.
DL-10, STA 11+48, 26,5' RT.
DL-11, STA 18+80, 26.5' RT,
OL-12, STA 21+18, 26.5' RT.
DL-13, STA 23+56, 26.5' RT,
DL-14, STA 25+95, 26�6' RT.
70
5
10
240
250
250
2-50
TOTAL 100
*ADDITIONAL QUANTITY tCONDUIT INSTALLED UNDER
LISTED ELSEWHERE LABEL "A' WORK.
TOY:NSItiP AND
RANGE LINES
SECTION LINE
_._..._. .__. ...__..m.
QUART ER LINE
_....____. _......._
SIXTEENTH LINE
NEW RE FERENCE LINE
NEW FLW LINE
EXISTING RAY LINE
CORPORATE LIMITS
zzz_r7'C/l
LOT TIE AND OTHER
MINCH LINES
SLOPE VNTERCEPT5
UNDERGROUND F'AOLIfY
IC, ETCNE,
EIECd RID, ETCj
ELECT
FENCE
_ U.
LIMITED EASEMENT
L,::._
PROPERTY LINE
__.... °..... . _....
EXISTING ACCESS
EASEMENT
SECTION CORNER
HAZARDOUS UTILITY
V✓",
SITE
Caud10a:---
`r"P
CULVERT (BOY, PIPE
OR CATTLE PASS}
""77
RAIL LINE
i, Mn„E 5(alfk
BENCH MARK
FOM> HCA®4
POWER POLE
TELEPHONE POLE IMF
SIGN t
FOUNDATION OR
r Iudnr
AC.
ACRES
RUIN
AM,
AHEAD
BUILDING
nr
_ ..
ALUM. MON,
ALUMINUM MONUMENT
CEMETERY
�,�t
.
r !
ANT'.
ANTENNA
GAS MARKER OR
-
A.P.
ACCESS POINT
TELEPHONE PEDESTAL
B,
BARN
RIGHT OF WAY POINT
�,
RUA POINT TO BE MONUMENTED
fir^"'
BK.
BACK
B.M.
BENCH MARK
VALVE
Q"K
C.
CHURCH
SILO, MANHOLE, VENT,.
SEPTIC, VENT, WELL, ETC.
C/L
CENTERLINE
BUSHES
C='7
GONG. MOH.
CONCRETE MONUMENT
(DECIDUOUS)
[}
CONST,
CONSTRUCTION
TREES
O.P.
CULVERT PIPE
(CONIFEROUSI
C,S.M..
CERTIFIED SURVEY MAP
WOODS
D.
DEGREE OF CURVE
DEAL
AND LITHE RS
GAS PUMPS
T
THE.
FRACTIO14AL.
IRON FUN
.
FT.
FEET
NO ACCESS (BY ACOUISNUON) LL1..1 6 1 f 1
NOACCESS(BY STATUTORY AUTHORITY) e x a R e a s e
NO ACCESS(BY PREVIOUS PROJECT) ♦♦♦
mum
COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE
WISCONSIN COORDINATE SYSTEM CENTRAL ZONE. ALL PLAT DIS-
TANCES ARE GROUND LENGTH AND MAY BE CONVERTED TO GRID
LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR PRO-
VIDED ON THE DETAIL SHEETS,
RIGHT O6 WAY MONUMENTS ARE TYPE 2 AND ARE PLACED PRIOR
TO €7R AT THE TIME OF LAND TITLE TRANSFER,
RIGHT OF WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE
PERIMETER CIF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC
LAND SURVEY OR OTHER SURVEYS OF PUBLIC RECORD.
IS
GARAGE
H,
HOUSE
L.
LENGTH OF CURVE
LC.
LONG CHORD OF CURVE
LC.B.
LONG CHORD REARING
LT.
LEFT
Mt.
MILE
R
PAGE
PC,
POINT OF CURVATURE
P.E.
PRIVATE ENTRANCE
PERM.
PERMANENT
P.T.
POINT OF TANGENCY
Pt.
POINT OF INTERSECTION -
PLE.
PERMANENT LIMITED EASEMENT
IT,
RADIUS
R.D.E.
RESTRICTED DEVELOPMENT EASEMENT
REM.
REMAINING
REST.
RESTAURANT
Aw--� F
Yf
df TRIG
gp (X
*F 1
s*. caao. ca. •� 11 �
_.RH FLA cz, I Cr--
4t..
D �
I E DL
Y dP-N CLIF
LFT ON
�R r'
LAYOUT
0 z MI
SCALE
TOTAL PAT LENGTH OF CENTERLINE . 4,915 Mt.
M
MMENNIX
RT', RIGHT
FEW RIGHTOF WAY
S. SHED
SD. STORM DRAINAGE
S.F. SQUARE FEET
STA. STATION
T TANK
TAN. TAVERN
TEMP. TEMPORARY
TLE. TEMPORARY LIIRT'ED EASEMENT
YOU VOLUME
W WALL
STAU s 9•
• 1 ♦♦
•
Ii
R/W PROJECT NUMBER SHEET I TOTAL
1720-05-25 NUMBER SHEET
rEDERAL PROJECT NUMBER 4 0
PLAT OF RIGHT OF WAY REQUIRED FOR
RIVER FALLS BYPASS
CEMETERY ROAD — C.T.H. U
S T. H. 35l85
PIERCE-ST.CROIX CO.
1_72a 00 S"-78 14,01
ORIGINAL PLANS PREPARED BY:
SHORT ELLIOTT HEi✓l mfMf
w.' w
REVISION DATE
STATE OF WISCONSIN
zXzeYsl-NC
DEPARTMENT
OF TRANSPORTATION
H- B-9i -N.C.
7-25-92-N,C.
APPROVED:
�A
APPROVED:
/nE 1I FrAE AurK{p cW-IS
u.S. BERARvv Nr ud Ta .gR aurr r,
FEDERAL HIGHWAY ADMINISTRATION
gECi6r nSc. e.ln CvS.rr
APPROVED
B
W ISU9'VEHIvc-E NLI. 5C
vy
AREAS SHOWN iN THE TOTAL ACRES :aUUN uAy 8'
READON LATE
RwTE CWN� DATE
R/w PROJECT NUUBER
�EET
NUUBER
APPROXIVATE �ND ARE DERI%S0 FEZCU ON
'R
I 11!191
S.T.N. 35 ST. CROIX 3/20/90
1720-05-25
tAX
07-ER AvktAPa SOORUS AND UAY NOT N�t
SCHEDULE OF LANDS & INTEREST REQUIRED �E L'A'�S
1211 9�
--Ll-
-PTERCE- -
(�r THE 0^ ER MV!CH ARE NOT CCNTIW'us TO r"E
AEI.A TO BE A=FLb
7
1-7 7 u - 0
R/W ACRES REDID
TOT L
TOTALACRES
REQ'D
TOTAL
PARCEL
SHEET
OWNER (S)
INTEREST
TOTAL
ACRES
T.L.E.'LL.E.
TCLRES
PARCEL
PARCEL
SHEET
OWNER (S)
INTEREST
TOTAL
ACRES
TL'E.
NUMBER
NUMBER
REQUIRED
ACRES
NEW
EXISTING
TOTAL
L
1
REMAINING
NUMBER
REQUIRED
ACRES
NEW
TING
EXISTING
TOTAL
REMAJNNGj
ACRES
4 1, 4,2
ADOLPH J. HALVERSON JR, ETAL
FEE IN ACCESS RIGRTS
37.25
4,23
4.23
3302
65
4.12
THEODORE D. k JEAN J. HAGBERG
FEE
0139
0.01
O.Di
0.36
2
4.5
TIMOTHY ffi DENNIS EARLY
FEE
moo
6.6�7
_3
A5, 4,6
ADOLPH JR., MARILYN, JEROUD &
FEE k TILE.
27.71
129
129
2642
om
ALMA HALVERSON
-3.As
-6.46-
-Ci6'
-i
----
-C8
--- - -
�FAj
Y ANY G. NELSCNH
FEE
4
4,5
FDWARD W RUSCH-
FEE 9 AGCESS RIGiHT
66
6%
DJEANNETTE JENSEN
FEE
36.64
253
253
3411
--
--- -----
5
DON 0: VEZNA
ftE-6AUCMS RIGHTS
2952
3.16
3.16
26.36
----------
-----------
CUDD'S MOBILE HOME COUP INC,
FEE
i730
2:89
8�2
- ---
24,81
----- - -
----- ------ -
95
-----
4,10, 4AI
WILLIAMS PIPE LINE COMPANY (41)
- ------ - - - - -
RELEASE OF RIGHTS
-4.6,
Ae�A7
-- - -- -- - ------ ---------
DON_k DIANE VEZINA ---- --
FEE
- - -- --
17.47
---
0.31
-- --
0.31
-T7
17'18
4AZ 4,13
- - ------ - --- - --- - ------ -- ---
9
4, A, 4,7
68- H.
MICHAE ERT � MOODY
FEE
62.48
1.76
6
98
4.11, 4�13,
NORTHERN STATES ROVER COMPANY - (42)
RELEASE OF RIGHTS
------
TRANSAISSION
-----------
97
4.13„ 414
. .....
ST, CROIX COUNTY ELECTRIC COOPERATIVE
RD-EASE OF RIGHTS
12
4.7
STANLEYF. S -DORTHY H. JQHWr_�--
FEE
4
4AS
(43)
volsc�N- -Iwcv
--Ral-A-SE OF RIGHTS
_ZT
4LII, 4.13,
94
ROBERT E. MOODY
ACCESS RIGHTS
4.14
-15
-47
- -------
0.95
0.25
0.00
-16
A7
KENALI
FEE
4.94
'78
L78
liff
17
4,8
WDODYi INCORPORATED
-LFNDAF
FEE
54,74
9.22
2]ff
25.52 .
......
loo
4.7
ENRON NORTHERN NATURAL GAS CO. (45)
RD-EASE OF RIGHTS
is
�C 8
I
ERICV.-
LEVEL, A� M ARLa
Fff
6 4 3
MO
-9.43
0,01
0,4Z
101
-102
4.9
ST. CROIX VALLEY NATURAL GAS (451
RELEASE OF FUGHTS
34-
----*-03
'U, 4A
RIVER FALLS MUNICIPAL UTILITIES (471
RELEASE OF RIGHTSjo
,
CITY O RIVER FALLS
FEE
-
100-3
Alt 412
4.11
4.11 4.14
4.8
22
�c 4,
doLF-wir-H&O-ITS."
---FEE
54. 42
2- - 62
23
49
HERBERT M a CONSTANCE MAE CLAUD
-
RELEASE CFkGEMS
--
S�B7
- - -----
24
4.4
DWOUDW -k-DOtSK-FECKAM
FEE
Ism
9 96
-1.26
lai
25
-26
4.9
THE WORE J. PECHACEK MATE
FEE
-Fff
5Z 79
t426
1426
43Tl
- - ClH-
HWALEWC
1&27
7-05
1w
um
27
-4._9
ACbK-----
bumf Ti)ZARTHi'E. PECHA
0.99
-99-
--Taw
4.5
t27
49
DUANE J a MARTHA E. PEC14ACE K
F
1,54
0.10
O. 10
1.44
4-f6--
JOHN-Ek
250720
7.4-
242.56
29
400
BOY SCOUTS OF AMERICA-
FEE
37.96
0.32
0.32
3749
OF
I,-
DOROT
FEE
300
OD5=9�05
30 ------
- 019-A-m-
FEE——
40�DO
107---
9:07
4.11
PAVL-R-,-& JANST.K. r
-FIRST -COVENANT
7B�.
3-47
34T
62-87
0,07
EVANGEUCAL GAL CHURCH . . ........
. .....
....
FEE
5.84
0.58
0.58
526
-- --
- -----
OF.FALLS
134
4.5
THOMAS A.VARNG
FEE a ACCESS RIGHTS
Z65
am
016
2.49
Z4
AM
log
Los
1.48
M
1S. 14
KFNNETH,JC)MNA MAE.ROKALD P., MAFWK 560164
A
--M61TS
Ed i CUESS
5Z4
566
&6- 0
46.84
FEE-
42
0.42
1&28
246
412
OLIVER A, �UwpmwIr
- ------------- FEE-16.70
CL To
Loz
OJ2
39
413
VERNON L RASMUSSEN, E T AT
FEE
37.50
7,49
249
3501
-PAUL A7
-1.70
0.2T7
0.27
1.43
LW §UUJVAN GO, BLDR, NC.
42
413, 4,14
DEAN C LAR .DUANE DOUGLAS 8, CLAUSEN
FEE a ACCESS RIGHTS
42.IO
17.57
17.57
24.53
HARRY F76-ETTUAN-N
FEE k-ACCESS RIGHTS
-s---
DO
11105
95
FEE & ACCESS RIGHTS
6. d4
07
277
4,07
'C13
§Cbff-LIJ9
f-
-iff ACCESS RIGHTS
--4A -
IS
134 -
2.94
DOB
47
FOREST UMMILL,
F-Fa-
JlDic- -- Ggis-
ci§i Pi
7-34
48
4.13, 4.14
FULL CIRCLE INC.
FEE"..._7.29
015
CL15
7,84
49
SAAMER. TRUST
-M�
Fff---
-i4.0
-a 3-0
-30
(L30
---
14.52
SO
-51 ------
'U4
E-
A,�WAAN LYOd
�32
2.32
193
4A4---
GERAIJ5-A� k-ERLENE ARRIAVILT
OBZ4
--------(- �
00
52---`kI4-.-
-ALOHA- JOAN NO
54
4�.14
R�i4ELIA PAULS&
FEE
L63
0.65
M65
age
55
4,144�F5
�,
. . ....... - -----
68A2
94
4.04
263,48
14
ROSERT S-BA.6Lj4-
67
60
414
RICHARDW i JJUA PRANCES O)C
FEE
10
alo
190
61
_4_1
WILTON D. & EVELYN HOV'DE, TRUST
FEE I
G&II2 1
0.29 1
0.29
8&53 1
ri2o-ob-7s q,a.
17Z.O - 0 5-- 7V - Y�
PLR" or THE VaAGE' OF T90Y
P.I. 25 MV
X- %=,Nv2
Y- 387,247,"
,,,W�R FALLS ww
BNG ALI�M� WAnE w T.
YCt 658. - 07 L. 647.W & C SMPHEN A &I RT4R CALLS
1� 510, P. A17 $AIDY 0 R. 19M.85
V� 54cL p 6,n [7y�rw�FTi L_ I �W&�NG AU��ITY E- 27JW
877, MCC�,Nlu �� 469, P. 254 P'CL 22+4&74
tt P. 6C6 657. ROBERT E. VDDDY P.T. 2�0132
J
P. 311 VO- 464, P. 456
7 AOL, 572, P: .93
vc� P. TLE
=
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rl; < en
h V1247' E � 20
Lr�'l i 1,
ST-11
SIT
SIT
R!�
H.a.
F,LLLs
AREA
AM. M
lwtsCCNSlN LU7[HERAM 'HOME MIINIS�SS,l ,l
L � 887 P, 25-V
-NOW t
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HU�Es
A 4M p
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END RELOCAnM
ST& 23+30
PLAT OF 7H,' VLLA W Of' 7RO Y X-1.320,323.,S
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CURVE 'Q'
CURVE 'GA'
CURVE 'QB'
CURVE *QC'
P, �81 0+_08_55pl
Da
X-1321051.54
X_1321600.57
X-132205105
X-1321452.85
Y-39010Z58
Y-3902SZ22
Y-390643,71
Y-391165,10
A-1916'54' LT
A-2355'I8' LT
A-9853'55* LT
485'24'05' RT
D-10-00'00*
D-10,00,00*
0-3244'26'
D-19='00*
T-97.33'
T-121,38'
T-204,48'
T-27&2B'
L-192.82'
L-239,22'
L-30103'
L-449+48'
E-&21'
E-12.72'
E-9414'
E-108.78'
R-57Z96'
R-572.96'
R-175.00'
R-WtW
SE-N.0
SE-N.C.
SE-R.C.
SE-R.C.
P.C. 80'M'+11.22
P.C.85"W'+57.16
P.C. 90'M*+62.41
P.C. 96'M'+76.80
P.T. 82'M'+0403
P.T. 87-W+96.37
P.T. 93*M'+64.44
P,T. 101*U'+26.28
m
12
ImawbaMll "
PEI
;01
'AO
'S
S.T.H. 35 N.B.
'JA'
CURVE 'JB'
-CURVE
PT 298+61.61
Pi 303+4136
X-1318034.22
X-1316MA5
Y-396142.16
Y-397019J5
L-2'51'45* LT
6-2'51'45' RT
0-129'26*
D-1w,00*
T.9&04,
T-14,115'
L-IVZOY
L-286.25'
E-1.20'
E-1.79'
R-3843,72'
R-5729M*
SE-
SE_
P.C. 287+6&57-
P.C. 302+00M-
287+65.57 NBRL 24' RT.
301+9&58 SBRL
P.T. 289+57.$D-
P.T. 30++MA6-
289+57.52 SSRL 69.20' RT.
304+54M SSRL
N.tKAW'
65 S.T.K 35 & 65 FR. RD. 'B'
1-7'L a - D S - 76
4
7,15' RT,
0' RT,
•
CURVE 'F'
CURVE V CURVE 'H'
CURVE T CURVE V
CURVE 'R'
CURVE 'S'
CURVE T
CURVE 'U'
CURVE 'V
CURVE W
CURVE 'K
CURVE 'y
CURVE T
PI 786+03.63
PI 207+5265 PI 242+78.03
PI 284,+33.89 PI 2W+86.28
PI 231+91.24
PI 240+9&16
_F -251+44 17
Pt 235+21M
PI 242+31.94
N 254+6&22
pi 69IP1+92,30
PI 72W.46.90
PI 78r+20.05
X-1324723,22
X-1322840.44 X-1320365.97
X-131W145 X-1318631.63
X-132D9l240
X-1320117M
X-1319905,62
X-1320861,13
X-1320690.01
X-1319897„61
X- 13206M 93
X_ 1320675.61
X-1320177.57
Y-388217.72
Y-3895,3299 Y-39223033
Ym394195.74 Y-395624,26
Y-391424.58
Y-39197&55
Y-39301917
Y-391709.20
Y-392409M
Y-393372.57
Y- 392633.94
Y- 392889.89
Ym393144A7
L-6532'52' LT
6-17'35'36* RT N-15'2755' RT
N"5'32'34' LT.A-2036'17' LT
A-1319'34' LT
A-3952'49' RT
4-12W'08* LT
A-2515'51* RT
A-34'0ell' LT
A-1024'OW RT
A- S' 52'13'RT
&.51'47'06* LT
A-30'02'00* RT
D-2'45*00'
D-230'DD' D-2'00'00'
D-070'00* D-IWOO'
D-330'00'
D-13'W'00'
D-3WOO'
D-4'00'DO'
D-13'DO'00*
D-3WD(C
D- 10' 00'00*
D- 3W 11' 50'
D-IOW'W
T-1367.24'
T-354.66' T-389,00'
T-55432' T-694.36'
T-191.24'
T-159.89'
7-173.53°
T-321.02'
T-135.04'
T-149.01'
T- 44 44'
T- 72.6I'
T-18&33'
L-2419.92'
L-703,7S L-773.26'
L-110&57' L-1373.65'
L-38491'
L-306J7*
L-345.78'
L-631.60'
L-26ZDB'
L-297,21'
L- 88 70'
L_ 135ZTI
L-38C33'
E-40&55'
E-27.28' E-26.29'
E-114Z E-67 59'
E-11ZEr
E-2&11*
E-91r
E-35.53'
E-20,22*
E-5,77
E- L72'
E- Ir 74'
E-29.54'
R-208148
R-229143' R-2864„79'
R-11459.16' R-38M72'
R-1537,02'
P-440,7V
R-1637.02'
R-1432.32'
R-440.74'
R-1637.02*
R- 572,96'
R-1500V
R-572.96'
SE-0.058'/'
SE -COW/ SE-0.050'/'
SE-0.02'/' SE-0.041'1'
SE_
P.0 230+00,00
SE-
P,Q 239+35.27
SE-
P.C. 249+70.64
SE_
PX. 232+00.00
SE-
P,C, 240+96.90
SE-
P,C, 253+19.21
SE- N,Q
P.C. 69'P'.4786
SE-N.C.
P.0 71'P'* 7&09
SE-
P.C. 76'F+33,70
P.T. 233+8034
Pj. 242+4205
P.T. 253+18,42
P.T. 238+31.60
P,T, 243+58.97
PJ, 258+16A2
P.T, 70*P'-36.57
P.T. 73W. 11, fiS
P.T. 79'F'+94.04
FR. RD. 'C'
FRONTAGE ROAD 'A'
S.T.H, 65
PAULSON
RD.
C.T,H.'U'
SJ.H.
35 S.BR
CURVE 'AA'
CURVE 'BB' CURVE 'CC' CURVE 'DD* CURVE 'NN'
CURVE *EE'
CURVE 'FF'
CURVE 'GG'
CURVE 'HH'
CURVE '11'
CURVE 'JJ'
CURVE 'KK'
CURVE If
CURVE 'MM'
PI 225'AA'+4214
PI 229*G*+99.05 PI 240'W+0123 PI 251'W+74Z6 PI 256'W+7&44 M 263G'+7116
PI 81*K'+8&56
PI 90'K'+82.97
PI 109Y+6177
PI 6W+14M
PI 8'H*+92G3
PI 12WT_2eL93
Pi 3346+5931
Pi 314+78,02
X-1320508,53
X-1320075.74 X-132DDGZ26
X-1319784.69 X-1319601.66
X-1319361,74
X-1320497.75
X-132014&12
X-1320587M
X-1318669.65
X-131&345,40
X-1318699.49
X-131643M
X-13160m89
Y-39097LM
Y-390794.04 Y-391897." Y_39303&53 Y.393506.74
Y-394O50189
Y-390459.63
Y-391313.13
Y-39316&84
Y-395381.99
Y-39552147
Y-395792M
Y-397347.09
Y-397792.06
L-60'07'45' RT
&-111*24'32' RT. 4-1V59'38'
LT A-73425' LT. A-231'31* LT,
&-13'41'21* LT
&-24,05,18, LT
4-35'W'26' RT
b.3IW21' RT
A-71'45'52' LT
&-12054'50' RT,
6-46-24!16' LT
4-7'90'00' RT
LT
D-5717'45*
0-5717'45* D-4DWOO'
D-2'DO'00* 0.1'Woo,
D-4='DO'
D-4'30'00'
D-4W'DO'
D-4WDO'
D-ISW'W
D-9224'50*
0-16W,OD*
D.290,00*
D-2='DO'
T-57.89'
T-147.08' T-18112'
T-Imel, T-128.29'
T-171.93'
T-271,88*
T-44&88'
T-353.77
T-230.27
T-109.39,
T-153.50,
T-17&22'
T-175.23'
L-104,95'
L-194.7e L-324M'
L-378AW L-25254'
L-342.23'
L-535.29'
L-791.27
L-69013'
L-39m,
L-130.8e
L-290.03'
L-350M'
L-MOV
E_15.55'
E-77M' E-9„26'
E-&27 E-1,39'
E-10.28'
E-2&66'
E-64.04'
E-4&23'
E-74,56'
E-63.74'
E-31.51'
E-5.35'
E-5,35'
R-100.GO!
R-100.W R-143239'
R-2884,79' R-5729.58°
R-143Z39'
R-1273.24'
R-1273.24!
R-127124!
R-31&31'
R-62.DO'
R-35&I0'
R-2864„79'
R-2864,79'
SE-N,C,
SE-R.a SE-R.0
SE-kCC SE-P.0
SE-R.C.
SE_
SE-
SE-
SE-M.r-
SE-N'C.
SE-H.0
SE-
SE_
P.C. 224'AA'+84.25
PC 22VG'+51,97 P.C. 238'G+40.11
P.G, 249'G'+84,75 P.C. 255'a'+52.15 P.0 261'e+01M
P.C. 78'K'+96,90
RC B8'K'+74M
P°C 106'K*+10.00
P.C. 3-H'+8395
P.0 7H'+BZ64
P.C. 10-H+75.4,3
P.C. 306+54A9
P.C. 313+DDJ9
P,T. 225*AA*+89,2G
P.T. 230*G'+46.71 P.T. 241*G'+64.96 P,T. 253*C'+6143 P„t 258'G-+04.62 P.T. 26eG'+43.46
P„T' 84'K*+3219
P.T. 94-K*+6&36
F.T. 113'K'+00,13
P,T. 7H*+8264
P„T 9'H*+13648
P.T. 13'H*+65.45
P.T.31D+34.42
P,T, 316+60.81
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Ti p"469.65 Lty i� Or N .,.. ' j , �3. ""w... ^ \•9
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900
STA. 16+37, CENTERLINE I CED STA, 19+27, CENTERLINE —05-78 5L
RECONSTRUCT MANHOLE (BY OTHERS) STA RECONSTRUCT MANHOLE (61' OTHERS) 1720 0 j 16+82 20, 24' LT, I
�STA, 15+72,90, 24' LT. CASTING 899,09 1 ET SPECIAL H. LT CASTING 901 50
INLET SPECIAL H, LT,
"L EYIST EL 901 F3
RATE EL, PLAN / PROFILE
1 GRATE EL �Vj G 89866
89718 NL� EL, 893,86
ss-/ INL EL 891.70 1111 H, 1 5+00 TO STA. 20+00
TO REMAIN j NV- EL. 893,34 1 1 1 LMAIN ST, STA. I
hNV EL 891"62 A' I I CONNECT TO EXIST S.S.REMO TREE &
REMOVE MANHOLE N, GRIND a REMOVE MANHOLE I STUMP CONCRETE SIDEWALK, 4-INCH
T L
MATCH AT NEAREST J041 T
E
(TYP) TYPE 3 STk 16+82 17' LT
CONCRETE SIDEWALK,
RAMP REMOVE INLET
(REQ'D.
22. 102 103 14'
J AO T ADJUST
416+�472 12' S S 46 LF. R,CP,S.S ADJUST
18" SIS TO REMAIN—/
DA , — SEEj OPTING PLAIN 20
CAN CL, 01-15' SA-4 N 21'1.2 47 E
ADJUST
TO REMAIN w ADJUST-------- ADJUST--
-TYrr
RAMP (REQ'D,) RA P R'D ?IC
�ADJJST
REMOVE
12" SADJUST
,S
10W TO ---------
SEE TYPE 3 o
LIG o
HTINC PLAN RAMP (READ) 38 LF ROPES R +
I 1 20 44' RT, 6 L.F. R,.C,P CL, HI -15' STA. 16+63, 37' FIT
STA 16+26 39' RT 16+03,76 A II- 103B REMOVE INLET
t REMOVE INLETRfRfRX A' III
w 9 STA- 16+82, IS' PT
03A
STA. 16-15, 26' PT STA 16+24,3, 501' FIT STA, 16+86 77 REMOVE INLET
RELOCATE HYDRANT (BY OTHERS) INLET 3-H RT in TREE REMOVAL (TYP)
I GRATE EL. 899,82
11 EL, 898.89 0 IMITS OF CONSTRUCTION tzt lac;
h <�g6 FIT,
o
SAWCUT REQUIRED STA.. 16+61 76, 52' RT STA, 16+89, 235' PT
INLET 3-H, LT INLET 3-H, RT.
CRATE EL 900 61 GRATE EL 899.92
INL, EL. 896,53 JAL. EL- 896,05
NET LENGTH OF CENTERLINE STA. 15+00 TO CIA, 20+00 - 500 LIN FT, INV, EL 896.43 INV, EL, 89595
-T 1-1-FT-777T DESCRIPTION BENCHMARKSv. ELE 89
7-T-T-F
AIR CONDITIONER PAD, NO SIDE DENTISTS
905
34' FIT 905,�
TTTIT T KIN COR MOUND NEW APT, BLDG
I
W..
im
I
02r 1 ELE� 11'� PT
02 6 ELE & RT
� \'
'\PLAN
66
5,5' RESURFACE 1 1/2- ASPHAL71C CONCRETE PAVEMENT
END =CONSTRUC
TYPE HV ION
STA. 36+93,5
1 -TYPE 2 RAMP (RED
L
.,
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS
DRAWING SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE CONTRACT.
FOUR (4IBOLTS TO BE FURNISHED WITH EACH TRANSFORMER BASE, BOLTS SHALL
BE r DIAMETER, 4" IN LENGTH, WITH WASHERS, LOCK WASHERS AND NUTS, BOLTS,
NUTS AND WASHERS SHALL BE MANUFACTURED IN ACCORDANCE WITH AS7M A-449,
AND BE GALVANIZED IN ACCORDANCE WITH ASTM A--153. CLASS C.
A- BOLTS SHALL BE IN ACCORDANCE WITH SECTION 640.2.9 OF THE STANDARD
SPECIFICATIONS. ASTM A-449 OR AGIN A-687 (GRADE 105).
LEVELING SHIMS. IF NEEDED, SHALL BE DESIGNED FOR THE PURPOSE AND USED
UNDER CAST BASES WHEN PLUMBING POLES OR STANDARDS DURING INSTALLATION,
THE USE OF WASHERS IN LIEU OF PROPER LEVELING SHIMS IS NOT ACCEPTABLE.
SHIM LENGTH SHALL. BE LONG ENOUGH TO COMPLETELY COVER THE AREA UNDER
THE LENGTH AND WIDTH OF THE BASE WOUNTNG FLANGE.
DOUBLE NUTTING IS NOT ACCEPTABLE. FOR LEVELING OR MOUNTING PURPOSES.
A NEVA APPROVED AND U.L. LISTED MECHANICAL. CONNECTOR (LUGI AL/CU RATED
AND SIZED TO ACCEPT •10 AWG STRANDED WIRE. SHALL BE FURNISHED AND
INSTALLED IN THE PEDESTAL AND TRANSFORMER BASES.
THE MECHANICAL CONNECTOR SHALL BE INSTALLED USING A "fi" - 20 (TPD STAINLESS
STEEL HEX HEAD BOLT OF SUFFICIENT LENGTH TO FIRMLY ATTACH THE LUG TO THE BASE.
SHOULD THE MANNER OF ATTACHMENT OF THE LUG REOURE WASHERS.HEX NUTS.LOCK WASHER -
THEY SHALL BE STAINLESS STEEL AS IS THE BOLT, THE MANNER OF ATTACHMENT
SHALL NOT BLOCK ACCESSIBILITY TO WERE PLACEMENT IN THE CONNECTOR,
TEST REPORTS FROM AN FHWA APPROVED INDEPENDENT LABORATORY SHALL. BE
PROVIDED CERTIFYNG THAT THE BASE HAS BEEN TESTED AND MEETS OR EXCEEDS
ALL OF THE APPLICABLE 1985 AASHTO BREAKAWAY REOU REMENTS. A STATEMENT OF
CERTIFICATION FROM FHWA ATTESTING THAT SUCH TESTS HAVE BEEN ACCEPTED AND
APPROVED SHALL BE SUPPLED ALONG WITH THE BID.
km
E
a
SLOTTED FOR r DIN. BOLTS
ON 11!12 BOLT CIRCLE
a X WAD
z
� STAINLESS —
STEEL BOLT
`�-- HEX NUT
jC
HOLE DRILLED AND TAPPED
FOR A ''- 20 fTPII BOLT --
FOR GROUNDING PURPOSES
r
TRANSFORMER
rrr
BASE
I 4.
SLOTTED FOR r DIN. BOLTS
ON Yr THROUGH 2' BDLT CIRCLE
ACCESS OPENING NOMINAL
13"/a" X BY.' X 9/,-
3- NOMINAL. ------•^)
i
w
LEVELING SHIM
4''1,- OA. PIPE
(TRAFFIC SIGNAL. STAND
EME399M;
ISOMETRIC VIEW
PEDESTAL BASE
NOMINAL.
}
:a
4
ACCESS OPENM
NOI B` X 8'
i i •.4�l. M i-..
R TEED PATE ELEC L E. F� YS
�! 9
RA E ST FE TRAFFIC E+1GrEEA Fpw wWYS
RHIA
SAD.9 C 3-1
a
>
DAMAGED BOLT
• ` '�^. / fir
CONCRETE BASE —
STEP I
SECTION VIEW
C/Ti7Rii'I"`i"�.7f.'l"�:ii7�ai"'• dl'7
NEW
CONCRETE
SAW OFF
ALL THREADING SHALL BE STANDARD
UNIFIED NATIONAL COARSE SERIES WITH-
I" - 6 THREADS PER INCH
;O- - TO THREADS PER INCH
%- - 11 THREADS PER INCH
4.
REMOVE EXISTING CONCRETE.
REPLACE. CONCRETE AFTER ----
BOLTREPAIR IS COMPLETE.
DIAMETER
AS REOLIRED
DETAILS OF CONSTRUCTION, MATERIALS AND WGRRMANSMP NOT SHOWN ON
THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF
THE CONTRACT,
CONCRETE SHALL BE IN ACCORDANCE. WITH SECTION 501 OF THE STANDARD
SPECIFICATIONS.
BOLT COUPLINGS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR
ANCHOR BOLTS tN SUBSECTION 64' 2,2 (ASTM A-449I OF THE STANDARD
SPECIFICATIONS, MINIMUM YIELD STRENGTH SHALL BE. 92,000 P.S.1,
WITH A MIMMUM ELONGATION OF 14% 14 4 INCHES.
BOLT STUDS SHALL BE M ACCORDANCE WITH THE REOURREMENTS FOR
ANCHOR BOLTS IN SUBSECTION 64L2.2 IASTM A-44S OF THE STANDARD
SPECIFICATIONS. MINIMUM YIELD STRENGTH SHALL BE 92.000 P.S.C.
WITH A MINIMUM ELONGATION OF 14% IN 4 INCHES.
BOLT STUDS SHALL BE THREADED ALONG THEIR ENTIRE LENGTH.
THREADS ON BOLTS SHALL BE MANUFACTURED WITH SUFFICIENT ALLOWANCE
FOR THE COATINGS TO PERMIT NUTS TO RUN FREELY ON THE THREADS.
A FORM SHALL BE USED WHEN REPLACING THE CONCRETE THAT WAS
REMOVED FOR BOLT REPAIR.
THE CURVATURE OF THE FORM SHALL CONFORM TO THE BASE DIAMETER
AND BE LARGE ENOUGH TO COMPLETELY COVER THE OPENING IN THE SIDE
OF THE CONCRETE BASE.
IN THE EVENT THAT A RENFORC[NG ROD IS SO CLOSE TO A BOLT BEING
REPAIRED THAT THE COUPLING CANNOT BE INSTALLED, CUT OFF THE.
REINFORCING ROD.
5 Yr'
BOLT STUD
S.D.D.9 C 4-?
TRUSS -TYPE
MAST ARM
4
VENTILATED
.. .. A. 6'OR B'—_---- METALLIC CAP
AND BOLT
SINGLE MEUBER,_/
MAST ARM
MOUNT CLAMP 1" ,.-
BELOW CAP
4
--- 10'. 12'OR 15"---._""-..-"'.. VENTILATED
r---METALLIC CAP
AND BOLT
MOUNT CLAMP r
BELOW CAP
ITS, 12' GR 15' --
MOUNT CLAMP i
BELOW CAP
WHEN
ROUND SHAFT B" O.D. ROLE BUTT) REOURED
X 3.6" tSTEELL OR 4.5" tALUM.} —^
D.D. TOP FOR TAPERED 30- SHAFT
I
4
11
VENTLATED
r-METALLIC CAP
AND SOLT
TRUSS -TYPE ARM
w�
u+ 4
4�
x
®Q�
�4
K
Q
0 d �
�F4
K
a gVjZ2N
r(( J V p
�e w>
i400
ox4s
1 2o/'P]4
1
W
TOP OF CDNCRETE
TYPE 5 POLE MOUNTINGCONFIGURATION
LOAD)
TRUSS ARM
VERTICAL CLAMP GAP SHALL BE
EQUAL ON BOTH SIDES OF POLE
LUMINARE
WT. - 50 LBS.
EFFECTIVE PROJECTED
AREA FOR WWI
LOADING = LS SO. FT.
OVENTILATED M
-- ETATALLCAP
AND BOLT
T
SINGLE ARM
BACKSIDE AND FRONTSIDE
CLAMPS SHALL ALLOW TYPICAL
INTERCHANGEABLE MOUNTING
AS SHOWN
GENERAL NOTES
ALL LUMINAIRE POLE MOUNTINGS SHALL BE DESIGNED FOR TWIN tS'ARMS
WITH LUMINAIRES.
THE SLIPFITTER END OF THE LUMNAIRE MAST ARM SHALL BE A NOMINAL
2% INCHES IN OUTSIDE DIAMETER. THE STRAIGHTPORTION OF THE SLPFITTER
END OF THE LUMNARE ARM SHALL BE A NOMINAL 12 INCHES IN LENGTH.
G 4" R 6" REINFORCED HANDHOLE A COVER ASSEMBLY WITH 2 ITWOI r/a" X }'e" - 20
FRI HEX HEAD STAINLESS STEEL BOLTS.
GROMMETS, C CHASE NIPPLES OR P CLOSE CONDUIT NIPPLES WITH BUSHINGS
SHALL BE PROVIDED FOR tip" HOLE N POLE SHAFT FOR WINNE,
l=% CAST ALUMINUM TRANSFORMER BASE. WHEN REOURED. "
O FURNISH AND INSTALL VENTILATED. CAST, METALLIC (AL ALLOY)CAPS.
FASTEN CAPS WITH ONE (D I/a" X Y." - 20 TPI STAINLESS STEEL. HEX SEND BDLT.
® SMAMG. E NEEDED, SHALL BE LOCATED BETWEEN THE CONCRETE FOUNDATION
AND THE TRANSFORMER BASE.
WE,
SHEEF SLO 9 E I-N, tS REQUIRED WHEN THIS
DRAWING rS CALLED FOR IN THE PEARS,
a'ia at7Affarsl
is. A
END VIEW
1, .
FRONT VIEW
RECTANGULAR CLAMP SHIM
(4 70 A SETT
PLAN VIEW
H
CIRCULAR CLAMP SHIM
(2 TO A SET)
3' -1 NOMINAL
m n
8/*- OR '/a- TRICK
AS NEEDED
LEVELING SHIM IS
2'SLGT N ALL SHIMS TO MATCH
3RACEWAY ENTRANCE INTO ARM,
SHIMS TO EXTEND r ABOVE _—BRACKET ARM
ENTRANCE INTO ARM RACEWAY
AND r BELOW CLAMP, - - - - - -1\ (`7 SHALL BE 2' WIN". SITTING
Is
------ _�--GUSSETS SECURED
STAINLESS STEEL HARDWARE BOLT (4,5'
WIN. - 6.0- MAX.), TWO WASHERS, LOCK
WASHER AND NUT (4 SETS PEOID. PER
CLAMP). THREAD BOLT ENTIRE LENGTH.
llifil I 111115109ARTFulmWITNTIK-liM
4.5' LD, FOR LUMINATRE MAST ARM CLAW.
6.625' US. FOR TROMBONE MAST ARM CLAW.
INDIVIDUAL BASE PLATE ANCHOR BOLT COVERS.(4 REOUIRED)
BASE PLATE SLOTTED TO ACCEPT Ir THROUGH Ll BOLT CIRCLE USING
rDOWETER ANCHOR BOLTS.
OUTSIDE SHU DIAMETER - 4,5" O.D. FOR LUMINARARMSE MAST A)
�6.625`(%D.FOR TROMBONE MAST ARM)
VARIABLE SHIM THICKNESS - ULIO. 0.25% 035". 0.53'OR 0.701
SHIM THICKNESS FOR TROMBONE MAST ARMS MAY BE TYPICALLY 035',
0,53" OR 0.70'.
SHIM THICKNESS FOR LUVROIRE MAST ARMS WAY BE TYPICALLY 0.10'.
025, OR 0.35%
SHIM MATERIAL SMALL BE ALUMINUM ALLOY.
SHIM THICKNESS SHALL BE IMPRESSED INTO EACH SHU NUMERALS
SMALL BE 1/,I- HIGH AND LEGIBLE.
THE CONTRACTOR SHALL SUBMIT TWO COPIES Of ALL SUN SHOP DRAWINGS
TO THE ENGINEER FOR APPROVAL.
IS LEVELING SHINS, DESIGNED FOR THE PURPOSE, SMALL BE USED OWN PLUMBING
POLES. THE USE OF WASHERS N LIEU OF PROPER LEVELING SHIMS IS NOT
ACCEPTABLE. LEVELING SHIMS SHALL BE USED ONLY BETWEEN THE TOP OF THE
CONCRETE BASE AND A METALLIC BASE PLATE.
SHIM LENGTH SHALL BE LONG ENOUGH TO COMPLETELY COVER THE AREA
UNDER THE LENGTH AND WIDTH OF THE BASE MOUNTING FLANGE.
POLE --,
on
1@1 BOLT COVER
fDRIYE ON OR SELF TAPPING
SCREWS FOR INSTALLATION)
BASE PLATE
HEX READ BOLT
1/,I' X r - 20 TPI
dI
m
'/,- NUT OR THREADED
BRACKET WELDED
70 POLE SHAFT
NEMA APPROVED
GROUND CONNECTOR
plz- - 13 UND STUD,
SILICON BRONZE
FLAT WASHER
V�GROLJND WIRE
NEVA APPROVED
-FEED THRU-
TYPE MECHANICAL
CONNECTOR (LUG) -
AL/CU - U.L. LISTED
TYPICAL GROUNDING CONNECTIONS
NLU,SOLT AND WASHERS SHALL
BE STAINLESS STEEL
HIS,
"J" HOOK — Ro` -ei 270'
1
0' '�----DOOR SIDE
I %' RACEWAY
HOLE- OPPOSITE DOOR
(180. SIDE)
IF CALLED FOR
a
CHASE
NIPPLE
INSIDE WA
OF POLE
NOTE,
THIS DRAWING IS RESPIRED WHEN DRAWINGS
$DO 9 E kAilm OR d 15 CALLED FOR IN
THE PLANS.
I
I
LIGHTINC UNIT
fr -STATION AND SET BACK
DISTANCE FROM REFERENCE LINE
19'RTJ
250 - 10 - 5 - I I
- F_LPCHT UNIT fAWBER
LIN CIRCUIT
CRCUIT NUMBER
BASE TYPE
L MAST ARM BRACKET
LENGTH IN FEET
LAMP WATTAGE
DISTRIBUTION TYPE
CONDUCTORS TO LUMINAIRES
-12 AWG. COPPER STRANDFID,
U.S.E. RATED
XLP INSULATED SINGLE
LIGHTING UNIT SHOWN
ADDITIONAL CONDUCTORS
CIRCUIT TAGS, BOTH SIDES
AND FUSE FOR TWIN-----------
ALL FUSES tTYPICA0
UGHTNG UNITS
IN LINE SINGLE POLE FUSE ASSEMBLY.
600 V, WITH 5 AMP END FUSE
(SEE DETAIL 'B"I
TAPE AND VARNISH
PRESSURE OR COMPRESSION
CRrWPE- END FERRULES
TYPE CONNECTOR FOR
NEUTRAL CONDUCTORS
f
.-HANDHOLE & COVER
GROUNDING CONNECTION
STAINLESS STEEL BOLT,
NUT AND WASHERS
PIGTAIL BETWEEN
A r X 20 TP$
CONNECTORS AND FUSEHOLDERS
y
AWG -6 fAlft) BARE GROUNDING WIRE
#
NOTE. THIS WIRE MUST BE
s w
PRESSURE OR COMPRESSION TYPE
CONTINUOUS WITHOUT SPLICES
CONNECTORS BUILT UP, TAPED
FROM GROUND ROD TO GROUNDRC
AND VARNISHED
SPLICE CONNECTOR
INSULATED GROUNDING CONDUCTORS
FROM SYSTEM RACEWAY - '—
CADWELD TO
GROUND ROD
INSULATED CIRCUIT CONDUCTORS
FROM SYSTEM RACEWAY
ALTERNATE PHASE CIRCUIT
CONDUCTDRS PASSING THROUGH
THIS POLE
3 WIRE - 120. 240 OR 480 VOLTS TO GROUND
2 WIRE - 120 VOLTS TO GROUND
CONDUCTORS TO LUMINARIES
-2 AWG, COPPER STRANDED.
U.S.E. RATED
XLP INSULATED Sf4GLE
LIGHTING UNIT SHOWN
TWIN LIGHTING UNITS REDUK
INDIVIDUAL SETS OF LEAD
WATER AND FUSE ASSEWBLY.
AWG -6 IMIN.) BARE GROUND WIRE
NOTE: THIS WIRE MUST BE
CONTINUOUS WITHOUT SPLICES
FROM GROUND ROD TO GROUNOtNG
SPLICE CONNECTOR
GROUNDING CONNECTION
STAINLESS STEEL BOLT,
NUT AND WASHERS
"/,- X r A 20 TPI
PRESSURE OR COMPRESSION
TYPE CONNECTOR FOR
GROUNDING CONDUCTORS
INSULATED GROUNDING CONDUCTORS
FROM SYSTEM RACEWAY '--
F-M
MECHANICAL
CONNECTOR
ILUGI
HEX HEAD BOLT
V.- V r - In TPf
GENERAL NOTES
DETAILS OF CONSTRUCTION, MATERIALS AND WORXMkXSMV NOT SHOWN ON THIS DRAWW
SHALL CONFORM TO THE PERTrNENT REOUREWENTS DF THE CONTRACT.
CIRCUIT TAGS,BOTH SUES
OF ALL FUSES ITYPICAU
N LINE FUSE ASSEMBLY
TWO POLE, 600 V.,
WITH 5 AMR END FUSES
03EE DETAIL 'Al
TAPE AND VARNISH
CRIMPED END FERRULES
=10RAMIKIM
18" PIGTAIL BETWEEN
CONNECTORS AND FUSEHOLDERS
PRESSURE OR COMPRESSION TYPE
CONNECTORS BUILT UP. TAPED
AND VARNISHED
INSULATED CIRCUIT CONDUCTORS
FROM SYSTEM RACEWAY
TO PRESSURE OR ... 6- COMPRESSION CONNECT IT
IMRDURD WERE FROM
I
GROUND ROD ---
GROUND WIRE INSTALLATION
BETWEEN TWO WASHERS