NUMBER:
LETTING DATE:
INDEX OF SHEETS
SHEETS NOT INCLUDED IN TOTAL SHEETS
SHEET NO. DESCRIPTION
STANDARD DRAWINGS
LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDED
PLANS OF
PROPOSED PROJECT
STATE HIGHWAY ENGINEER
PROJECT
LIN. FT.
COUNTY OF
ITEM NO.
LENGTH LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDEDLIN. FT.
LENGTH LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDEDLIN. FT.
LENGTH LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDEDLIN. FT.
LENGTH
PROJECT MANAGER
RECOMMENDED BY:
PLAN APPROVED BY:
DATE:
Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS
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COUNTY OF ITEM NO. SHEET NO.
DESIGN CRITERIA
DESIGNED
CLASS OF HIGHWAY
TYPE OF TERRAIN
DESIGN SPEED
REQUIRED NPSD
REQUIRED PSD
LEVEL OF SERVICE
DHV
D %
T %
% RESTRICTED SD
LEVEL OF SERVICE
MAX. DISTANCE W/O PASSING
LATITUDE DEGREES
LONGITUDE SECONDS WEST
SECONDS NORTH
DEGREES
ADT PRESENT ( )
ADT FUTURE ( )
GEOGRAPHIC COORDINATES
MINUTES
MINUTES
DATE:
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
JEFFERSON
5-535.00
SIDEWALK
BROWNSBORO ROAD (KY 22)
LAYOUT MAP:
JEFFERSON COUNTY
KY 22, KY 1747, & US 60VARIOUS SIDEWALK IMPROVEMENTS
STPM 3001 485
JEFFERSON 5-535.00 1
STPM 3001 485
KYTC STD. DWG. NUMBER MSD STD. DWG. NUMBER
N/A
DI-06-02
DC-01-01
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYS
SIDEWALKS
SHELBYVILLE ROAD (US 60)
HURSTBOURNE PARKWAY (KY 1747) &
LAYOUT MAP:
20
17-19
15-16
14
13
12
8-11
6-7
5
4
3
2
1
RIGHT OF WAY SUMMARY SHEET
US 60 CROSS SECTION SHEETS
US 60 PIPE DRAINAGE SHEETS
US 60 PLAN SHEET (WILDWOOD LN TO CAMBRIDGE STATION RD)
US 60 CROSS SECTION SHEET
US 60 PLAN SHEET (DAVENTRY LN TO WILDWOOD LN)
KY 1747 CROSS SECTION SHEETS
KY 1747 PLAN SHEETS
KY 22 CROSS SECTION SHEET
KY 22 PIPE DRAINAGE SHEET
KY 22 PLAN SHEET
TYPICAL SECTIONS - SUMMARY OF QUANTITIES
LAYOUT SHEET
RDI-035-02
RDI-026-01
RDI-025-05
RDI-021-01
RDI-020-09
RDI-001-10
RDB-410-06
RDB-320-06
RDB-273-06
RDB-272-07
RDB-271-05
RDB-270-09
RDB-011-08
RDB-006-08 MP 13.635 - 13.869
KY 1747
SOUTHBOUND
MP 7.966 - 8.051
US 60
WESTBOUND
MP 8.062 - 8.241
US 60
EASTBOUND
MP 0.370 - 0.432
KY 22
EASTBOUND
TTC-115-03
RPM-172-07
RPM-170-09
RPM-152-08
RPM-150-08
RPM-100-10
RGX-040-03
RDX-230-01
RDX-225-01
RDX-215-01
RDX-210-03
RDX-160-06
RDX-005-03
RDM-100-03
LOUISVILLE, KY 40220 (502) 491-2411
3403 STONY SPRING CIRCLE
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TYPICAL SECTIONS
UNITDESCRIPTIONITEM
KY AT (502) 564-3670.
SUPPORT BRANCH OF THE DEPARTMENT OF ADMINISTRATIVE SERVICES IN FRANKFORT,
BOOK AND THE HEADWALL SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY
STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING
STANDARD DRAWINGS
SIDEWALK
CONCRETE
SIDEWALK TYPICAL 1
EXISTING ASPHALT
GENERAL SUMMARY
GENERAL & SPECIAL NOTES
TO
TA
L
WHAT UTILITY COMPANIES HAVE FACILITIES IN THE AREA.
NECESSARY FOR THE CONTRACTOR TO CONTACT THE COUNTY COURT CLERK TO DETERMINE
THE UTILITY OWNERS, INCLUDING THOSE WHOM DO NOT SUBSCRIBE TO KY 811. IT MAY BE
BEFORE-U-DIG (BUD) SERVICE. THE CONTRACTOR MUST COORDINATE EXCAVATION WITH
UNDERGROUND FACILITIES ARE NOT REQUIRED TO BE MEMBERS OF THE KY 811 ONE-CALL
DAYS PRIOR TO EXCAVATION. THE CONTRACTOR SHOULD BE AWARE THAT OWNERS OF
THE CALL IS TO BE PLACED A MINIMUM OF TWO (2) AND NO MORE THAN TEN (10) BUSINESS
SYSTEM FOR INFORMATION ON THE LOCATION OF EXISTING UNDERGROUND UTILITIES.
THE CONTRACTOR IS INSTRUCTED TO CALL 1-800-752-6007 TO REACH KY 811, THE ONE-CALL
BEFORE YOU DIG
NOTES:
SYSTEM SINGLE ZONE AND IN U.S. SURVEY FEET.
TO THE NATIONAL NAD83/FBN SYSTEM. COORDINATES ARE BASED ON STATE PLANE COORDINATE
COORDINATES FOR HORIZONTAL CONTROL WERE OBTAINED FROM GPS METHODS AND ADJUSTED
COORDINATE SYSTEM
MAX.2.0%
2
EXISTING CURB1
@ 4% CROSS SLOPE1' EARTH SHOULDER
1SLOPE.
SECTIONS FOR DIRECTION OF CROSS
AWAY FROM THE ROADWAY. SEE CROSS
SIDEWALK MAY BE SLOPED TOWARD OR 1
2
SHOULDER.
OUTSIDE THE LIMITS OF THE EARTH
SEE CROSS SECTIONS FOR SLOPES
3
SIDEWALK
CONCRETE
EXISTING ASPHALTMAX.2.0%
2
1
@ 4% CROSS SLOPE1' EARTH SHOULDER
1
SIDEWALK TYPICAL 2
SEE PLANS FOR LOCATIONS.
STANDARD HEADER CURB;
(PAVEMENT DETAIL)DETAIL "A"
ASPHALT
EXISTING
SURFACE 0.38A PG 64-22
1.25" CLASS 3 ASPHALT
CURB
HEADER
STD.
(DEPTH MAY VARY)
PCC BASE - 10 IN
VARIES
(SEE CROSS SECTIONS)
SIDEWALK
CONCRETE
EXISTING ASPHALTMAX.2.0%
2
EXISTING CURB
1
@ 4% CROSS SLOPE1' EARTH SHOULDER
1
SIDEWALK TYPICAL 3
5'
5' to 6'VARIES
5' to 6'VARIES
3
3
3
4
INTEGRAL BACK CURB
5
SIDEWALKCONCRETE
6" 1"
0"
TO 18
"V
ARIESGROUND
EXISTING
4" CONCRETE
5
DIRECTED BY THE ENGINEER.
IN LOCATIONS SHOWN ON PLANS OR AS
CONCRETE. USE INTEGRAL BACK CURB
INCIDENTAL TO SIDEWALK-4 IN
INTEGRAL BACK CURB SHALL BE
6
6
56+60.62.
SHELBYVILLE ROAD STA. 55+20 TO
NOTES:
A
A
CY EMBANKMENT IN PLACE
EARTHWORK TOTALS:
CY ROADWAY EXCAVATION338
200
4
1811
1875
1876
2065
2569
2600
2650
2701
2705
2720
6567
20418ED
21373ND
23139EN
23158ES505
STANDARD CURB AND GUTTER MOD
STANDARD HEADER CURB
STANDARD HEADER CURB MOD
PCC BASE-10 IN
DEMOBILIZATION
FABRIC GEOTEXTILE TY IV FOR PIPE
MAINTAIN & CONTROL TRAFFIC
TEMP SILT FENCE
SILT TRAP TYPE C
SIDEWALK-4 IN CONCRETE
PAVE MARKING-THERMO STOP BAR-12IN
REMOVE & RELOCATE SIGNS
REMOVE SIGN
STRIPING REMOVAL
DETECTABLE WARNINGS
TON
LF
LF
LF
SQYD
LF
LS
LS
LF
EACH
SQYD
SQYD
LF
EACH
EACH
LF
SQFT
784
98
1
466
1
1,484
4
5
1
SIDEWALK4" CONCRETE
4
4
4
SIDEWALK4" CONCRETE
(PAVEMENT DETAIL)
DETAIL "A"
CL3 ASPH SURF 0.38A PG64-2222906ES403
2265 REMOVE FENCE
5950 EROSION CONTROL BLANKET
12"
ASPHALT)
(INCIDENTAL TO
INTO EX. PVMT.
KEY ASPH. SURF.
SH
EET
NO.
SKEW
PIPE DRAINAGE SUMMARY
TOTAL PROJECT
UNIT TO BID
ITEM CODE
REMARKS
524 1459 1720
24 IN
CH
ST
OR
M
SE
WE
R
PIP
E-
DESIG
N
PH
LE
VE
L
M
M
520
12 IN
CH
ST
OR
M
SE
WE
R
PIP
E-
LF LF EA EA EAEA EA
IN
LE
T
RE
CO
NS
TR
UC
T
M
M
4 0+64.50
TY
PE 6
D
DR
OP
BO
X IN
LE
T
1529
JU
NC
TIO
N
BO
X
1650
EA
1651
TY
PE F
MO
DIFIE
D
CU
RB
BO
X IN
LE
T
23643EC
EA EA
YA
RD
DR
AIN
MS
D 18
"x18
"
1.10°
4 0+76.85 0° 1.0
118 1
1
0°
0°
15
15
51+11.50
51+61.87
M0°15 51+84.06
M0°15 52+00
1.6
2.1
1.0
M0°16 57+08 1.6
M0°16 1.357+67.68
M0°16 58+26.58
HEIG
HT (F
T)
MA
X. C
OV
ER
17 1
1
120 1
1
1 JUNCTION BOX TYPE B1
JUNCTION BOX TYPE B1 - MODIFIED
169
156
1
114 56 1 1 1 1 3 3 1 2
BROWNSBORO ROAD (KY 22)
SHELBYVILLE ROAD (US 60)
ALLOWED FOR CLEARING AND GRUBBING ON THIS PROJECT.
CONTRARY TO SECTION 202 OF THE STANDARD SPECIFICATIONS, NO DIRECT PAYMENT WILL BE
CLEARING AND GRUBBING
DATUM. GEOID MODEL USED WAS GEOID 12A.
ELEVATIONS WERE DERIVED FROM GPS METHODS AND ARE ADJUSTED TO THE NAVD88 VERTICAL
BASIS OF ELEVATIONS
TY
PE
A
MO
D
CU
RB
BO
X IN
LE
T
MO
D
JU
NC
TIO
N
BO
X -
CURB CURB
1'
1'
1'
DESIGN
FOR PAVEMENT
SEE DETAIL"A"
DRAINAGE INLET
(INTEGRAL BACK CURB DETAIL)
DETAIL "C"
INCIDENTAL TO SITE PREP.
SAWCUT EXISTING PAVEMENT,
INCIDENTAL TO SITE PREP.
REMOVE EXISTING CURB (IF APPLICABLE).
SAWCUT EXISTING PAVEMENT,
EACH2704 SILT TRAP TYPE B 1
20257NC SITE PREPARATION 1LS
LF6565 81PAVE MARKING-THERMO X-WALK-6 IN
6514 LFPAVE STRIPING-PERM PAINT-4 IN
177
128
58
1,687
1,432
143
32
5
47
386
FOR WIDTH.
SEE PLANS AND CROSS SECTIONS
(PAVEMENT REPAIR AT INLET DETAIL)
DETAIL "B"
ESTIMATED AT 110 LBS. PER SQ. YD. PER INCH OF DEPTH.
B
B
SIDEWALK.
BACKFILL AND REGRADE ALL DISTURBED AREAS TO ENSURE THEY ARE FLUSH WITH THE
ADDITIONAL COST TO THE DEPARTMENT. FOLLOWING COMPLETION OF THE CONCRETE WORK,
RESTORE AND/OR REINSTALL ANY DAMAGED AND/OR DISTURBED FEATURES IN KIND AT NO
ROADWAY AND PARALLEL WITH THE SIDEWALK AND SIDEWALK RAMP.
1-INCH/1-FOOT (8.33%) TRANSITIONS ON ALL CURB DRAWDOWNS, BOTH ADJACENT TO THE
OTHERWISE DIRECTED BY THE ENGINEER OR IF FIELD CONDITIONS PROHIBIT, ENSURE
AND MAINTAIN POSITIVE DRAINAGE, REGARDLESS OF THE EXISTING CONDITIONS. UNLESS
ENSURE THAT ALL SIDEWALK RAMP LANDINGS MEET FLUSH WITH THE FINAL ASPHALT SURFACE
CURRENT STANDARD DRAWINGS, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
WITH SECTION 505 OF THE STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND
CONSTRUCT SIDEWALKS, SIDEWALK RAMPS, AND ADJACENT ROADWAY FEATURES IN ACCORDANCE
SIDEWALK CONSTRUCTION
WITH EROSION CONTROL BLANKET
STABILIZE DISTURBED EARTHEN AREAS
1 DGA BASE TON 8
342101 CEM CONC ENT PAVEMENT-8 IN SQYD
SQYD
THE CONTRACTOR'S RESPONSIBILITY.
INCIDENTAL TO THE SITE PREPARATION BID ITEM. ASSUMPTIONS FOR SHRINKAGE AND SWELL FACTORS ARE
EARTHWORK CALCULATIONS SHOWN BELOW ARE FOR INFORMATION ONLY, AS THE EARTHWORK SHALL BE
ESTIMATES OF EARTHWORK QUANTITIES ARE FOR DESIGN ONLY. THE CONTRACTOR IS ADVISED THAT THE
METERS, JUNCTION BOXES, ETC.) AS NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
PAVEMENT; ROADWAY EXCAVATION OR EMBANKMENT IN PLACE; AND ADJUSTMENTS TO UTILITIES (VALVES,
INCLUDES SAWCUTTING AND REMOVAL AND DISPOSAL OF EXISTING SIDEWALKS, CURB AND GUTTER, AND
BA
SIN
TY
PE 1
MS
D
CA
TC
H
24882EC24881EC
C
C FOR TRAFFIC CONTROL SEE TRAFFIC MANAGEMENT PLAN
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COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-535.00 2
GENERAL & SPECIAL NOTESGENERAL & PIPE DRAINAGE SUMMARY
TYPICAL SECTIONS
NOT TO SCALE
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0' 40' 80'20'
EXIST. R/W
EXIST. R/W
EXIS
T. R/
W
EXIS
T. R/
W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
NORTH (Y)POINT
State Plane Coordinates
ALIGNMENT COORDINATES
STATION
POB
EAST (X)
0+00
4+00POE
3990836.907
3991063.103
4955946.328
4956276.229
EAST (X)NORTH (Y)POINT
ELEV. (Z)DESCRIPTION
State Plane Coordinates
COORDINATE CONTROL POINTS
STATION and OFFSET
C.P. #771
C.P. #798
3990904.052
3991020.440
4956071.353
4956234.050
597.686
595.869
MAG NAIL
MAG NAIL 3+41.09, 11.33' Right
1+41.09, 15.32' Right
ELECTRIC
CONTACT: GREG POWELL
(502) 540-6632
CONTACT: BRANDON FLAHERTY
LOUISVILLE, KY 40203-1911
700 WEST LIBERTY STREET
METROPOLITAN SEWER DISTRICT
(502) 569-3649
CONTACT: DANIEL TEGENE, PE
LOUISVILLE, KY 40202
550 SOUTH THIRD STREET
LOUISVILLE WATER COMPANY
UTILITY OWNERS
WATER & SEWERS
CABLE T.V.
TELECOMMUNICATIONS
ABBREVIATIONS
YSWV = YARD SPRINKLER WATER VALVE
DND = DO NOT DISTURB
FOR CLARITY, OVERHEAD UTILITY LINES ARE NOT SHOWN.
(REMOVE)(DND)
(REMOVE)(DND)
BACK CURB
INTEGRALBACK CURB
INTEGRAL
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
BACK CURB
REMOVE EX.EX. CURB
REMOVE
EX. CURB
REMOVE
OF EX. SIDEWALK
REMOVE 2 SY
(DND)
(DND)(DND)
(DND)
(DND)
(DND)
RECONSTRUCTION.
HEADER CURB
STA. 0+55 - BEGIN
LIMITS
DISTURB
LIMITS
DISTURB(DND)
(DND)
BEFORE YOU DIG
utility companies have facilities in the area. may be necessary for the contractor to contact the County Court Clerk to determine what excavation with the utility owners, including those whom do not subscribe to KY 811. It members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate contractor should be aware that owners of underground facilities are not required to be a minimum of two (2) and no more than ten (10) business days prior to excavation. The for information on the location of existing underground utilities. The call is to be placed The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system
WORK: (502) 627-3708
CONTACT: GREG GEISER
(502) 589-1444 (LG&E ONLY)
TROUBLE LINE: 1-800-331-7370 (LG&E & KU)
LOUISVILLE, KY 40202
820 WEST BROADWAY
LOUISVILLE GAS & ELECTRIC
GAS
WORK: (502) 627-3708
CONTACT: GREG GEISER
TROUBLE LINE: (502) 589-5511
LOUISVILLE, KY 40202
820 WEST BROADWAY
LOUISVILLE GAS & ELECTRIC
WORK: (502) 357-4318
CONTACT: NATHEN HOWERTON
WORK: (502) 357-4376
CONTACT: DENO BARBOUR
LOUISVILLE, KY 40223
SUITE 120
10168 LINN STATION ROAD
TIME WARNER CABLE COMPANY
(502) 348-4528
CONTACT: SCOTT ROCHE
BARDSTOWN, KY 40004
1350 E. JOHN ROWAN BLVD
AT&T KY
CELL: (502) 689-2162
CONTACT: CHRIS GLADSTONE
WORK: (502) 318-1323
CONTACT: BRIAN WATKINS
LOUISVILLE, KY 40223
SUITE 525
10170 LINN STATION RD
CROWN CASTLE NETWORK OPERATIONS
WORK: (270) 765-1803
CONTACT: BRUCE BABBIT
WORK: (270) 765-1818
CONTACT: JAMES GALVIN
ELIZABETHTOWN, KY 42071
111 S. MAIN ST.
WINDSTREAM COMMUNICATIONS
(502) 515-9142
CONTACT: MARK SEWELL
LOUISVILLE, KY 40203
962 SOUTH THIRD ST
LEVEL 3 COMMUNICATIONS
SCALE: 1"=20'
NOTE
1
PSS Rental Properties, LLC
SS Rental Properties, LLC
SS Rental Properties, LLC
EASEMENT
TEMPORARY
11.46'
2+24.1116.46'
2+24.02 PERMANENT EASEMENT
SOA 3+37.00 / 10.05'
SOB 3+37.00 / 15.05'
SOC 3+50.29 / 9.88'
SOD 3+57.02 / 14.80'
A
B
C
D
A
D
SOB
SOA
B
SOC
SOD
C
N 34°26'11" W - 5.00'
N 54°50'55" E - 13.29'
S 88°17'18" E - 8.33'
S 54°50'55" W - 20.02'
(DND)
WARNING
DETECTABLE
(MOD), AND
HEADER CURB
RAMP W/ STD.
AND DETECTABLE WARNING
RAMP W/ STD. HEADER CURB (MOD),
WARNING
DETECTABLE
WARNING
DETECTABLE
ON SHEET 2
SEE DETAIL "B"
10' R 10' R
(DND)(DND)
(DND)
CONVENTIONAL SIGNS
SURVEY LINE
GRADE LINE
GROUND LINE
COUNTY LINE
CORPORATE LIMITS
PROPOSED RIGHT OF WAY
BENCH MARK
RAILROAD
FENCE (CONTROLLED ACCESS)
FENCE (EXCEPT STONE AND HEDGE)
TREES
PIPE CULVERT
CULVERT
BRIDGE
BUILDINGS
LIGHTING POLE
POWER POLE
JOINT POWER & TELEPHONE POLE
TELEPHONE & TELEGRAPH POLE
ANCHOR, POWER OR TELEPHONE
STUB POWER
STUB TELEPHONE
WATER MAIN
GAS MAIN
TELEPHONE DUCT
ELECTRIC DUCT
DIRECT BURIAL ELECTRIC CABLE
DIRECT BURIAL TELEPHONE CABLE
STONE FENCE
HEDGE FENCE
SWAMP OR MARSH
SPRINGS
QUARRY SITE
LAKES OR PONDS
NORTH POINT
GUARDRAIL
SINKHOLE
400' V.C.
B.M. NO.4
1-S
FRAME
1-S
BRICK SHED
2-S
BRICK
TERMINALSECTION
GUARDRAILEND TREATMENT
EXISTING PROPOSED
E E
T T
EXISTING ROAD
TRAFFIC LIGHTS
T
E
SAN
STORM
DIRECT BURIAL TV CABLE TV
E
T
SANITARY SEWER (WITH MANHOLE)
STORM SEWER (WITH MANHOLE)
GM
WM
T
E
TV
SAN
STORM
EXIST. RIGHT OF WAY & PROPERTY LINE
RIGHT OF WAY MONUMENT
RIGHT OF WAY MONUMENT
6"WM
6"GM
UTILITY TEST HOLE
EXIST. PROPERTY LINE PL
OVERHEAD WIRE
ELECTRIC MANHOLE EMH EMH
BLUE LINE STREAM
INTERMITTENT STREAM
OR DITCH
REGULATED FLOODWAY
EXISTING R/W MARKER
TELEPHONE MANHOLE TMH TMH
TREE LINE
THEXISTING/ PROPOSED
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COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-535.00 3
NUMBERS:
PROJECT
COUNTY OF
Commonwealth of KentuckyDEPARTMENT OF HIGHWAYS
JEFFERSON
STPM 3001 485
BROWNSBORO ROAD (KY 22)
SIDEWALK IMPROVEMENTS
PLAN SHEET
DESIGNED BY:
DATE SUBMITTED:
March 14, 2017
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EX. 15" CMP
EX. 15" RCP}
BROWNSBORO ROAD
HE
RR
LA
NE
AREA
MARKET
OUTDOOR
AWNING/
THORNTON'S
4950PAUL'S FRUIT MARKET
4946-4948McDONALD'S
4940
US BANK
4951
WENDY'S
4955
PNC BANK
4957
EX. SIDEWALK
EX. SIDEWALK
EX. SIDEWALKEX. SIDEWALK
EX. SIDEWALK
EX. SID
EW
AL
K
PP #46301-89196
LIMIT SIGN
SCHOOL SPEED
R/W MARKER
GV WM
CP 798
PP #46226-89216
+
PP #46329-89214
POST
GATEPOST
GATE
POLE
LIGHT
GUY
89205
PP #46314-
POLE
LIGHT
CONC. PAD
CP 771 GUY
POLE
LIGHT
GUY
GUY
FIBER OPTIC BOX
MARKER
OPTIC
FIBER
DBI
PARKING AREA
ASPHALT ENTRANCE/
PARKING AREA
CONCRETE ENTRANCE/
PARKING AREA
ASPHALT ENTRANCE/
PARKING AREA
ASPHALT ENTRANCE/
PARKING AREA
ASPHALT ENTRANCE/
LANDSCAPE AREA EX. 15" RCP}
EX. 15" RCP
GAS PUMPS
THORNTON'S
IP
EX. PAVED DITCHEX. CBI TY A
FENCE
EX. WOOD
LA
NE
LI
ME
KIL
N
EX. DETECTABLE WARNING AREA
POLE
SIGNAL
EX. CURB
EX. CURB
EX. CURB
EX. CURB
EX. CURB
EX. CURB
TY A
EX. CBI
LIGHT POLE
F (MOD)
CBI TYPE
YARD DRAIN
MSD 18"x18"
B1 (MOD)
JB TYPE
12"
12"}
{
C C
0+00
1+00
2+00
3+00
4+00
STA. TO STA. SIDE(SQYD)
4" CONC.
SIDEWALK
RT 1
(LF) *
CURB
HEADER
STD.
(LF) *
CURB (MOD)
HEADER
STD.
(SQFT)
WARN.
DETECT.
SIDEWALK CONST. ITEMS
RT 3
SHEET 2)
(SEE
SECT. NO.
TYP.
0+55 - 0+83.1
0+50 - 0+55
2 9 19
3
12
**
(EACH)
RAMP
SW
** NOTE: INCLUDED IN SIDEWALK-4 IN CONC. BID ITEM
* NOTE: EXCLUDES CURB BOX INLETS
RT 1 28 551+24.0 - 2+31.3 2
RT 3 202+72.3 - 3+02.3
RT 33+42.6 - 3+78.5 23
16.54' RT
+70.17
5.23' RT
+73.99
4.80' RT
+99.41
5.56' RT
+57.55
98 LF OF EX. WOOD FENCE
RT. STA. 1+27 TO 2+25 - REMOVE
(SQYD)
BLANKET
CONTROL
EROSION
18
20
20
10
10.56' RT
+56.50
4
24
22
4.55' RT
+50.00
6.67' RT
+57.00
BENEATH THE PROPOSED SIDEWALK.
AS THERE ARE UTILITIES NEAR AND/OR
SHALL USE CAUTION WHEN EXCAVATING,
LINES ARE NOT SHOWN. THE CONTRACTOR
ARE APPROXIMATE. INDIVIDUAL SERVICE
ALL UTILITIES SHOWN ON THESE PLANS
IE 595.90 IE 595.80
590
595
600
605
0 5 10 15 20 25 30 35 40-5-10
0+64.50
590
595
600
605
590
595
600
605
0 5 10 15 20 25 30 35 40-5-10
0+76.85
590
595
600
605
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
EX. F
EN
CE
FL 597.57
T/G 597.55
PIPE @ -1.41% SLOPE
CONST. 7 L.F. OF 12" STORM SEWER
(MODIFIED FOR HEIGHT)
INLET TYPE F (MOD) - H=1.67'
1.15' RT CONST. 1 ~ CURB BOX
YARD DRAIN - H=1.67'
9.50' RT CONST. 1 ~ MSD 18"x18"
SEWER PIPE @ 1.12% SLOPE
CONST. 11 L.F. ~ 12" STORM
RAMP
SIDEWALK
RIM 597.80
IE 595.60
EX. F
EN
CE
(MODIFIED FOR HEIGHT)
TYPE B1 (NO. 2) (MOD) - H=2.20'
8.29' RT CONST. 1 ~ JUNCTION BOX
JEFFERSON 5-535.00 4
EXIST. PARKING LOT
EXIST. PARKING LOT
STA.0+64.50 TO STA.0+76.85
PIPE SECTIONS
BROWNSBORO ROAD (KY 22)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
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jaso
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D:\
DM
S29487\
R00400
PD.
DG
NFIL
E
NA
ME:
590
595
600
605
0 5 10 15 20 25 30 35 40-5-10
0+60
590
595
600
605
590
595
600
605
0 5 10 15 20 25 30 35 40-5-10
1+50
590
595
600
605
590
595
600
605
0 5 10 15 20 25 30 35 40-5-10
2+00
590
595
600
605
590
595
600
605
0 5 10 15 20 25 30 35 40-5-10
2+85
590
595
600
605
590
595
600
605
0 5 10 15 20 25 30 35 40-5-10
3+50
590
595
600
605
EXIST. PARKING LOT
EXIST. PARKING LOT
EXIST. PARKING LOT
EXIST. PARKING LOT
EX. F
EN
CE
EX. F
EN
CE
EX. F
EN
CE
EX. CURBEX. CURB
EX. CURB
EX. CURB
EX. CURB
EX. CURB
EX. CURBEX. CURB
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
5'
5'
5'
(MAX)
2.0%
REQUIRED
SLOPE AS
(TYP.)
1' @ 4%
REQUIRED
SLOPE AS
5'
5'
(MAX)
2.0%
(MAX)
2.0%
(MAX)
2.0%
EL=597.54
RT 1.09'
EL=596.78
RT 5.04'
EL=596.88
RT 10.04'
EL=595.58
RT 5.56'
BACK CURB
PROPOSED SIDEWALK BACK CURB
PROPOSED SIDEWALK
BACK CURB
PROPOSED SIDEWALK
BACK CURB
PROPOSED SIDEWALK
HEADER CURB
& CONST. PROPOSED STD.
REMOVE EXISTING CURB
STA.0+60 TO STA.3+50
CROSS SECTIONS
BROWNSBORO ROAD (KY 22)
EL=595.53
RT 10.56'
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-535.00 5
SCALE: 1"=5'
March 14, 2017
DA
TE P
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TT
ED:
jaso
nU
SE
R:
D:\
DM
S29481\
X00500
XS.
DG
NFIL
E
NA
ME:
SS
MHS
AN
MH
EX. 18
" R
CP
EX. 18
" R
CP
EX. 8"
SE
WE
R
EX. 8"
SE
WE
R
RETAIL COMPLEX
9409
MARRIOTTRESIDENCE INN
120
EX. SID
EW
AL
K
PAD
DUMPSTER
ED
EN
AV
EN
UE
NORTH HURSTBOURNE PARKWAY
NORTH HURSTBOURNE PARKWAY
RETAIL COMPLEXFORUM CENTER
150-300
14"
16" 10"16" 10" 10"
18"WM
WV
WM
TM
H
WM
TPED
WM
GV
EX. SID
EW
AL
K
BED
FLOWER
SIGN
STOP
DBI
SIGN
STONE
CP 1108
PARKING AREAASPHALT ENTRANCE/
PARKING AREAASPHALT ENTRANCE/
IP IP
NORTH HURSTBOURNE PARKWAY
NORTH HURSTBOURNE PARKWAY
TEL JB
BOX
UTILITY
LANDSCAPE LIGHT
SSMH
C
10+00
11+00
12+00
13+00
14+00
NORTH HURSTBOURNE PARKWAY
NORTH HURSTBOURNE PARKWAY
8" 16"15" 8"
18"
16" 12"14" 24"
WV SSMH
TMH
YSWVTEL JB WM
SSMH
DBI
SIGN
STONE
SIGN
STOP
FH
SIGN
LIMIT
SPEED
SIGN
STOP
FH
DBI
CP 1107
EX. SID
EW
AL
K
LEASE SIGN
FOR
PARKING LOT
ASPHALT
PARKING LOT
ASPHALT
ENTRANCE
ASPHALT
14+00
15+00
16+00
17+00
18+00
19+00
20
+00
0' 40' 80'20'
EXIST. R/W
EXIS
T. R/
W
EXIST. R/W
EXIST. R/W
EXIS
T. R/
W
NORTH (Y)POINT
State Plane Coordinates
ALIGNMENT COORDINATES
STATION
POB
EAST (X)
10+00 3978063.808 4970724.747
EAST (X)NORTH (Y)POINT
ELEV. (Z)DESCRIPTION
State Plane Coordinates
COORDINATE CONTROL POINTS
STATION and OFFSET
C.P. #1108 3978315.724 4970658.260 643.063 12+59.28, 25.66' RightIRON PIN & CAP
MA
TC
H
LIN
E - S
TA. 14
+00
MA
TC
H
LIN
E - S
TA. 20
+00
MA
TC
H
LIN
E - S
TA. 14
+00
0' 40' 80'20'
DETECTABLE WARNING
GUTTER (MOD), AND
RAMP W/ STD. CURB AND
DETECTABLE WARNING
GUTTER (MOD), AND
RAMP W/ STD. CURB AND
DETECTABLE WARNING
GUTTER (MOD), AND
RAMP W/ STD. CURB AND
DETECTABLE WARNING
GUTTER (MOD), AND
RAMP W/ STD. CURB AND
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK 6' SIDEWALK
SIDEWALK
MATCH EX.
OF EX. SIDEWALK
REMOVE 4 SY
SIDEWALK
MATCH EX.(DND)
(DND)
(DND)
(DND)
(DND)
(DND)
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER EX. CURB & GUTTER
& GUTTER
EX. CURB
ADJUST TO GRADE
NOTES:
1
2 REMOVE AND RELOCATE
2
11
11
1
1 1
3 REMOVE
2
3
ADJUST TO GRADE
NOTES:
1
2 REMOVE AND RELOCATE
3 REMOVE
TREES
DO NOT REMOVE
TREES
REMOVE
DO NOT
TREES
REMOVE
DO NOT
OF EX. SIDEWALK
REMOVE 15 SY
LIMITS
DISTURB
LIMITS
DISTURB
LIMITS
DISTURB
LIMITS
DISTURB
LIMITS
DISTURB
EX. STOP BAR
REMOVE (25 LF)
EAST (X)NORTH (Y)POINT
ELEV. (Z)DESCRIPTION
State Plane Coordinates
COORDINATE CONTROL POINTS
STATION and OFFSET
C.P. #1107 3978814.100 4970471.829 637.777 17+91.38, 24.99' RightIRON PIN & CAP
SCALE: 1"=20'
SCALE: 1"=20'
-19.49'
10+49.83
-30.00'
10+49.83
-19.47'
11+10.00
Hurstbourne Partners, LLC
ATA Forum Louisville KY, LLC
Louisville (RI) LLC
Grand Prix
2
P
N 10°30'45" W - 61.08'
S 20°24'56" E - 60.17'
10.51'
S 69°34'36" W
PERMANENT EASEMENT
BACK CURB
INTEGRAL
BACK CURB
INTEGRAL
BACK CURB
INTEGRAL
BACK CURB
INTEGRAL
BACK CURB
INTEGRAL
ATA Forum Louisville KY, LLC
25' R
25' R
2
STD. DWG. RPM-150 AND RPM-152.
AND 4" DGA BASE AS SHOWN IN
USE 8" CEM CONC ENT PAVEMENT
PKWY LIP CURB TO APPROX. 14' LT.
BASE, FROM BACK OF HURSTBOURNE
PAVEMENT-8 IN AND 8 TONS DGA
WITH 34 SQYD CEM CONC ENT
RECONSTRUCT ENTRANCE IN PLACE,
CONST. 17 LF OF THERMO STOP BAR
STA. 14+42 TO 14+59, 13.50' LT
N. HURSTBOURNE PARKWAY (KY 1747)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-535.00 6
SIDEWALK IMPROVEMENTS
PLAN SHEET
March 14, 2017
DA
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TT
ED:
jaso
nU
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R:
D:\
DM
S29488\
R00600
PL.
DG
NFIL
E
NA
ME:
STA. TO STA. SIDE(SQYD)
4" CONC.
SIDEWALK
1
(SQFT)
WARN.
DETECT.
SIDEWALK CONST. ITEMS
LT 3
SHEET 2)
(SEE
SECT. NO.
TYP.
1 17
3
47
**
(EACH)
RAMP
SW
** NOTE: INCLUDED IN SIDEWALK-4 IN CONC. BID ITEM
* NOTE: EXCLUDES CURB BOX INLETS
3
3
LT
LT
LT
(LF) *
& GUT.
CURB
STD.
(LF) *
GUT. (MOD)
CURB &
STD.
19 10
10+38.42 - 11+15.2 10
115 19
13+22.7 - 14+00 18 1142
STA. TO STA. SIDE(SQYD)
4" CONC.
SIDEWALK
1
(SQFT)
WARN.
DETECT.
SIDEWALK CONST. ITEMS
LT 3
SHEET 2)
(SEE
SECT. NO.
TYP.
1 22
11
13
**
(EACH)
RAMP
SW
** NOTE: INCLUDED IN SIDEWALK-4 IN CONC. BID ITEM
* NOTE: EXCLUDES CURB BOX INLETS
1
1
14+00 - 14+18.6
LT
LT
LT
(LF) *
& GUT.
CURB
STD.
(LF) *
GUT. (MOD)
CURB &
STD.
14+18.6 - 14+39.6 19
50 60219
18+73.3 - 20+00 130 4082
14+81.7 - 18+18.4 2
9.47' LT
+15.15
30.00' LT
+04.54
35.00' LT
+38.42
2.24' LT
+18.57 8.85' LT
+35.31
(SQYD)
BLANKET
CONTROL
EROSION
(SQYD)
BLANKET
CONTROL
EROSION
10+04.54 - 10+11.12
99
1
16
135
40
6
1
68
42
36.00' LT
+40.02
15.53' LT
+35.56
9.42 LT'
+50.00
4.62 LT'
+70.00
4.60 LT'
+86.47
11+15.2- 12+86.47
4.75' LT
+23.30
BENEATH THE PROPOSED SIDEWALK.
AS THERE ARE UTILITIES NEAR AND/OR
SHALL USE CAUTION WHEN EXCAVATING,
LINES ARE NOT SHOWN. THE CONTRACTOR
ARE APPROXIMATE. INDIVIDUAL SERVICE
ALL UTILITIES SHOWN ON THESE PLANS
BENEATH THE PROPOSED SIDEWALK.
AS THERE ARE UTILITIES NEAR AND/OR
SHALL USE CAUTION WHEN EXCAVATING,
LINES ARE NOT SHOWN. THE CONTRACTOR
ARE APPROXIMATE. INDIVIDUAL SERVICE
ALL UTILITIES SHOWN ON THESE PLANS
EXIST. R/W EXIST. R/W
EXIS
T. R/
W
EXIS
T. R/
W
NORTH (Y)POINT
State Plane Coordinates
ALIGNMENT COORDINATES
STATION
POE
EAST (X)
23+00 3979281.979 4970270.811
MA
TC
H
LIN
E - S
TA. 20
+00
0' 40' 80'20'
DETECTABLE WARNING
GUTTER (MOD), AND
RAMP W/ STD. CURB AND
BACK CURB
INTEGRAL
BACK CURB
INTEGRAL
6' SIDEWALK
ADJUST TO GRADE
NOTES:
1
2 REMOVE AND RELOCATE
3 REMOVE
2
1
2
3 (BY OTHERS)
EX. CROSSWALK
EX. C
RO
SS
WA
LK
EX. C
RO
SS
WA
LK
LIMITS
DISTURB
CROSSWALK
EX.
SCALE: 1"=20'
ATA Forum Louisville KY, LLC
M & M Hotels, LLC
25' R
N. HURSTBOURNE PARKWAY (KY 1747)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-535.00 7
SIDEWALK IMPROVEMENTS
PLAN SHEET
March 14, 2017
DA
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TT
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jaso
nU
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D:\
DM
S29488\
R00700
PL.
DG
NFIL
E
NA
ME:
SANMH
SANMH
EX. 10" SEWER EX. 10" SEWER
EX. 10
" S
EW
ER
HU
RS
TB
OU
RN
E
TR
AC
E
NORTH HURSTBOURNE PARKWAY
NORTH HURSTBOURNE PARKWAY
BANK
OLD NATIONAL
400
EX. SID
EW
AL
K
EX. SIDEWALK
OFFICE PARKTHE FORUM
301
28"15" 10"
TPED
TMH
WV
TOP ELEV.=636.18
SIGN
MILE MARKER
POLE
LIGHT
TRAFFIC
DBIELEV.= 627.79
PARKING AREAASPHALT ENTRANCE/
PARKING AREAASPHALT ENTRANCE/
IP
RETAIL COMPLEXFORUM CENTER
150-300
BRICK SIGN
GLM
C
20
+00
21+
00
22
+00
23
+00
STA. TO STA. SIDE(SQYD)
4" CONC.
SIDEWALK
(SQFT)
WARN.
DETECT.
SIDEWALK CONST. ITEMS
LT 1
SHEET 2)
(SEE
SECT. NO.
TYP.
**
(EACH)
RAMP
SW
** NOTE: INCLUDED IN SIDEWALK-4 IN CONC. BID ITEM
* NOTE: EXCLUDES CURB BOX INLETS
20+00 - 22+79.1
(LF) *
& GUT.
CURB
STD.
(LF) *
GUT. (MOD)
CURB &
STD.
126 35189
18.56' LT
+70.52
16.62' LT
+68.65
16.62' LT
+72.90
12.45' LT
+69.04
14.05' LT
+78.32
3.09' LT
+63.99
(SQYD)
BLANKET
CONTROL
EROSION
131
BENEATH THE PROPOSED SIDEWALK.
AS THERE ARE UTILITIES NEAR AND/OR
SHALL USE CAUTION WHEN EXCAVATING,
LINES ARE NOT SHOWN. THE CONTRACTOR
ARE APPROXIMATE. INDIVIDUAL SERVICE
ALL UTILITIES SHOWN ON THESE PLANS
635
640
645
650
0 5 10-5-10-15-20-25-30-35-40
10+70
635
640
645
650
635
640
645
650
0 5 10-5-10-15-20-25-30-35-40
11+00
635
640
645
650
635
640
645
650
0 5 10-5-10-15-20-25-30-35-40
11+50
635
640
645
650
635
640
645
650
0 5 10-5-10-15-20-25-30-35-40
12+00
635
640
645
650
635
640
645
650
0 5 10-5-10-15-20-25-30-35-40
12+50
635
640
645
650
630
635
640
645
650
0 5 10-5-10-15-20-25-30-35-40
13+50
630
635
640
645
650
EX. F
EN
CE
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. F
EN
CE
EX. F
EN
CE
EX. F
EN
CE
EX. F
EN
CE
PR
OP. E
AS
EM
EN
T
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
CO
ND
UIT
ASS
UM
ED ELE
V.
EX. TELEP
HO
NE C
ABLE
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
CO
ND
UIT
ASS
UM
ED ELE
V.
EX. TELEP
HO
NE C
ABLE
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
5'
(MAX)
2.0%
(MAX)
2.0%
5'
(MAX)
2.0%
5'
EL=644.20
LT 9.46'
EL=643.79
LT 9.44'
EL=643.59
LT 9.42'
EL=641.85
LT 4.66'
(MAX)
2.0%
5'
(MAX)
2.0%
5'
(MAX)
2.0%
5'
1' @ 4%
1' @ 4%
1' @ 4%
1' @ 4%
1' @ 4%
1' @ 4%
4:1
3'
5'
5'
5'
JEFFERSON 5-535.00 8
STA.10+70 TO STA.13+50
CROSS SECTIONS
N. HURSTBOURNE PKWY (KY 1747)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
TE P
LO
TT
ED:
jaso
nU
SE
R:
D:\
DM
S29481\
X00800
XS.
DG
NFIL
E
NA
ME:
630
635
640
645
650
0 5 10-5-10-15-20-25-30-35-40
14+00
630
635
640
645
650
630
635
640
645
650
0 5 10-5-10-15-20-25-30-35-40
15+00
630
635
640
645
650
630
635
640
645
650
0 5 10-5-10-15-20-25-30-35-40
15+50
630
635
640
645
650
630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
16+00
630
635
640
645
630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
16+50
630
635
640
645
630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
17+00
630
635
640
645
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
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EX. R/
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CO
ND
UIT
AS
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EL
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HO
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CA
BL
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&
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CO
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AS
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&
AS
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EX. R/
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ME
D
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EX.
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CO
ND
UIT
AS
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EX. T
EL
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HO
NE
CA
BL
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&
AS
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HO
NE
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&
AS
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D
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EV.
EX.
WA
TE
R
LIN
E
1' @ 4%
(MAX)
2.0%
5'
3'
EL=641.52
LT 4.75'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
1' @ 4%
1' @ 4%
1' @ 4%
1' @ 4%
JEFFERSON 5-535.00 9
STA.14+00 TO STA.17+00
CROSS SECTIONS
N. HURSTBOURNE PKWY (KY 1747)
BACK CURB
SIDEWALK
PROPOSED
& GUTTER (MOD.)
STANDARD CURB
PROPOSED
EL=640.06
LT 2.25'
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
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D:\
DM
S29481\
X00800
XS.
DG
NFIL
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630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
17+50
630
635
640
645
630
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640
645
0 5 10-5-10-15-20-25-30-35-40
18+00
630
635
640
645
630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
19+00
630
635
640
645
630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
19+50
630
635
640
645
625
630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
20+00
625
630
635
640
645
625
630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
20+50
625
630
635
640
645
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. R/
W
AS
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EV.
EX.
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CO
ND
UIT
AS
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NE
CA
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&
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D
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EX.
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EX. R/
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AS
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EX.
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S
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CO
ND
UIT
AS
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ME
D
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EL
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HO
NE
CA
BL
E
&
AS
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D
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EX.
WA
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EX. R/
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AS
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WA
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EX. R/
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AS
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S
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AS
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S
LIN
E
AS
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ME
D
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EV.
EX.
WA
TE
R
LIN
E
(MAX)
2.0%
6'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
1' @ 4%
1' @ 4%
1' @ 4%
1' @ 4%
JEFFERSON 5-535.00 10
STA.17+50 TO STA.20+50
CROSS SECTIONS
N. HURSTBOURNE PKWY (KY 1747)
EL=636.96
LT 2.03'
& GUTTER (MOD.)
STANDARD CURB
PROPOSEDBACK CURB
SIDEWALK
PROPOSED
BACK CURB
SIDEWALK
PROPOSED
& GUTTER (MOD.)
STANDARD CURB
PROPOSED
EL=636.19
LT 2.07'
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
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jaso
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D:\
DM
S29481\
X00800
XS.
DG
NFIL
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625
630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
21+00
625
630
635
640
645
625
630
635
640
645
0 5 10-5-10-15-20-25-30-35-40
21+50
625
630
635
640
645
625
630
635
640
0 5 10-5-10-15-20-25-30-35-40
22+00
625
630
635
640
625
630
635
640
0 5 10-5-10-15-20-25-30-35-40
22+50
625
630
635
640
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. CURB & GUTTER
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
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AS
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EX.
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EX.
WA
TE
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LIN
E
(MAX)
2.0%
6'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
(MAX)
2.0%
6'
6:1
4:1
1' @ 4%
1' @ 4%
1' @ 4%
1' @ 4%
JEFFERSON 5-535.00 11
STA.21+00 TO STA.22+50
CROSS SECTIONS
N. HURSTBOURNE PKWY (KY 1747)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
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D:\
DM
S29481\
X00800
XS.
DG
NFIL
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ME:
0' 40' 80'20'
EXIST. R/W
EXIS
T. R/
W
EXIST. R/W EXIST. R/W
EXIST. R/WEXIST. R/W
NORTH (Y)POINT
State Plane Coordinates
ALIGNMENT COORDINATES
STATION
POB
EAST (X)
40+00 3977437.336 4971500.677
45+00 3977389.473 4971998.381POE
EAST (X)NORTH (Y)POINT
ELEV. (Z)DESCRIPTION
State Plane Coordinates
COORDINATE CONTROL POINTS
STATION and OFFSET
C.P. #654 3977420.086 4971780.845 658.377 42+80.53, 9.65' LeftNAIL
ADJUST TO GRADE
NOTES:
1
2 REMOVE AND RELOCATE
3 REMOVE
DETECTABLE WARNING
CURB (MOD), AND
RAMP W/ STD. HEADER
DETECTABLE WARNING
CURB (MOD), AND
RAMP W/ STD. HEADER
EX. CURB
EX. CURB
5' SIDEWALK
6' SIDEWALK
SIDEWALK
MATCH EX.
11
AROUND TRAFFIC POLE
FORM SIDEWALK
(DND)
(DND)
(DND)
2(DND)1
(DND)
DETECTABLE WARNING
CURB (MOD), AND
RAMP W/ STD. HEADER
BACK CURB
INTEGRAL(DND)
LIMITS
DISTURB
LIMITS
DISTURB
EX. CURB
STD. HEADER CURB
MA
TC
H
LIN
E - S
EE S
HE
ET 14
SCALE: 1"=20'
(DND)
(DND) 3
(DND)
3
P
Country Squire Enterprises, LLC 4
P
JKMS, LLC
5
P
215 South Hurstbourne Parkway LLC
-26.65'
40+52.40
-21.65'
40+52.40 -21.10'
41+86.53
-26.11'
41+85.08
EASEMENT
TEMPORARY EASEMENT
TEMPORARY
-21.39'
43+50.00
-26.39'
43+50.00
1
EASEMENT
TEMPORARY
75.49'
44+70.00
80.49'
44+70.00
(DND)
EX. STOP BAR
REMOVE (22 LF)
Q-Ventures, LLC
30' R
30' R
CONST. 15 LF OF THERMO STOP BAR
STA. 44+79 TO 44+94, 15.00' LT
(CROSSWALK TO BE 6 FOOT WIDE)
CONST. 81 LF OF 6 INCH THERMO X-WALK
STA. 44+73, 10.50' LT
SHELBYVILLE ROAD (US 60)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-535.00 12
SIDEWALK IMPROVEMENTS
PLAN SHEET
March 14, 2017
DA
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D:\
DM
S29488\
R012
00
PL.
DG
NFIL
E
NA
ME:
MEXICAN GRILL
QDOBA
100
SHELBYVILLE ROAD
DA
VE
NT
RY
LA
NE
WIL
DW
OO
D
LA
NE
SA
NM
H
SA
NM
H
EX. 8"
SE
WE
R
EX. 8" SEWER
EX. 8"
SE
WE
R
EX. 8" SEWER
EX. 8"
SE
WE
R EX. 15
" R
CP
EX. 15"
RCP
EX. 24"
RC
P
36"
12"
WV
TB JB
TB JB
WV
GV
EL JB
PP
CP 654
FLORIST SIGN
COUNTRY SQUIRE
GUY
87852
PP #47866-
GUY
WM
YSWV
WV
FH
TB JB
POLE
LIGHT
TRAFFIC
DBI DBI
DBI
EX. SIDEWALK
IP
EX. C
RO
SS
WA
LK
EX. CROSSWALK
PARKING AREA
ASPHALT ENTRANCE/
PARKING AREA
ASPHALT ENTRANCE/
FLORIST
COUNTRY SQUIRE
9601
9707
9707
DRIV
EC
AR
RE
VIE
UX
EN
TR
AN
CE
ASP
HA
LT
INTERSECTION SIGN
DO NOT BLOCK
WARNING AREA
EX. DETECTABLE
ROUTE SIGN
STATELIGHT POLE
TRAFFICSIGN
{
RCP
EX. 18"WALL
STONE/BRICK
PAD
CONC.
C C
40
+00
41+
00
42
+00
43
+00
44
+00
45
+00
50
+00
STA. TO STA. SIDE(SQYD)
4" CONC.
SIDEWALK
(LF) *
CURB
HEADER
STD.
(LF) *
CURB (MOD)
HEADER
STD.
(SQFT)
WARN.
DETECT.
SIDEWALK CONST. ITEMS
LT 3
SHEET 2)
(SEE
SECT. NO.
TYP.
2 24 91
**
(EACH)
RAMP
SW
** NOTE: INCLUDED IN SIDEWALK-4 IN CONC. BID ITEM
* NOTE: EXCLUDES CURB BOX INLETS
RT - 7 4 1
40+52.4 - 42+99.8 8 1136 12
43+36.2 - 44+72.6 LT 121 2 19
44+79.3 - 44+88.5 13
15.69' LT
+52.36
14.04' LT
+65.00
13.50' LT
+83.1713.50' LT
+95.92
17.95' LT
+36.72
69.58' RT
+82.02
73.87' RT
+80.11
74.92' RT
+82.46
74.92' RT
+86.71
72.54' RT
+87.97
(SQYD)
BLANKET
CONTROL
EROSION
190
80
9.63' LT
+71.08
BENEATH THE PROPOSED SIDEWALK.
AS THERE ARE UTILITIES NEAR AND/OR
SHALL USE CAUTION WHEN EXCAVATING,
LINES ARE NOT SHOWN. THE CONTRACTOR
ARE APPROXIMATE. INDIVIDUAL SERVICE
ALL UTILITIES SHOWN ON THESE PLANS
645
650
655
660
665
0 5 10-5-10-15-20-25-30-35-40
41+00
645
650
655
660
665
645
650
655
660
665
0 5 10-5-10-15-20-25-30-35-40
41+50
645
650
655
660
665
650
655
660
665
0 5 10-5-10-15-20-25-30-35-40
42+00
650
655
660
665
650
655
660
665
0 5 10-5-10-15-20-25-30-35-40
42+50
650
655
660
665
650
655
660
665
0 5 10-5-10-15-20-25-30-35-40
44+00
650
655
660
665
650
655
660
665
0 5 10-5-10-15-20-25-30-35-40
44+50
650
655
660
665
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
GA
S
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
ST
A. 44
+60.23
LIG
HT
PO
LE
TR
AFFIC
ST
A. 44
+34.49
FIR
E
HY
DR
AN
T
EX.P
SH
EX.P
SH
EX. CURB
EX. CURB
EX. CURB
EX. CURB
2.5'5'
(MAX)
2.0%
1' @ 4%
1' @ 4%
5' 2.5'
(MAX)
2.0%
1' @ 4%
5'
(MAX)
2.0%
EL=655.72
LT 13.94'
EL=656.50
LT 13.72'
EL=656.76
LT 13.50'
EL=657.60
LT 13.50'
1' @ 4%
(MAX)
2.0%
5'
(MAX)
2.0%
6'
1' @ 4%
(MAX)
2.0%
6'
1' @ 4%
4:1
4:1
4:1
4:1
6:1
EL=659.78
LT 2.00'
EL=660.62
LT 2.00'
JEFFERSON 5-535.00 13
STA.41+00 TO STA.44+50
CROSS SECTIONS
SHELBYVILLE ROAD (US 60)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
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D:\
DM
S29481\
X013
00
XS.
DG
NFIL
E
NA
ME:
0' 40' 80'20'
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIS
T. R/
W
9900 East Office Condominiums
NORTH (Y)POINT
State Plane Coordinates
ALIGNMENT COORDINATES
STATION
POB
EAST (X)
50+00 3977333.836 4971996.486
EAST (X)NORTH (Y)POINT
ELEV. (Z)DESCRIPTION
State Plane Coordinates
COORDINATE CONTROL POINTS
STATION and OFFSET
C.P. #470 3977312.959 4972136.251 663.376 51+41.14, 7.02' RightMAG NAIL
MA
TC
H
LIN
E - S
TA. 56
+00
MA
TC
H
LIN
E - S
TA. 56
+00
0' 40' 80'20'
NORTH (Y)POINT
State Plane Coordinates
ALIGNMENT COORDINATES
STATION
POE
EAST (X)
60+00 3977235.420 4972991.632
EAST (X)NORTH (Y)POINT
ELEV. (Z)DESCRIPTION
State Plane Coordinates
COORDINATE CONTROL POINTS
STATION and OFFSET
C.P. #284 3977175.081 4972957.410 673.316 59+71.88, 63.41' RightMAG NAIL
C.P. #285 MAG NAIL 3977230.121 4972637.094 672.944 56+47.70, 40.17' Right
C.P. #286 MAG NAIL 3977328.583 4972697.538 671.245 56+98.17, 63.77' Left
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
ADJUST TO GRADE
NOTES:
1
2 REMOVE AND RELOCATE
3 REMOVE
DETECTABLE WARNING
CURB (MOD), AND
RAMP W/ STD. HEADER
6' SIDEWALK6' SIDEWALK
ADJUST TO GRADE
NOTES:
1
2 REMOVE AND RELOCATE
3 REMOVE
EX. CURB
DETECTABLE WARNING
CURB (MOD), AND
RAMP W/ STD. HEADER
WARNING
DETECTABLE
6' SIDEWALK
6' SIDEWALK
5' SIDEWALK
1 1 1
1
22
11 1
1
(DND)
TREES
REMOVE
DO NOT
TREES
REMOVE
DO NOT
3
3
EX. CURB
CURB
EX. 3
CURB
EX.
EX. CURB3
(TO REMAIN)
LIMITS
DISTURB LIMITS
DISTURB
LIMITS
DISTURB
LIMITS
DISTURB
LIMITS
DISTURB
STD. HEADER CURB
CURB
STD. HEADER
MA
TC
H
LIN
E - S
EE S
HE
ET 12
SCALE: 1"=20'
SCALE: 1"=20'
OF EX. SIDEWALK
REMOVE 3 SY
DETECTABLE WARNING
CURB (MOD), AND
RAMP W/ STD. HEADER
ON SHEET 2
SEE DETAIL "B"
ON SHEET 2
SEE DETAIL "B"
EASEMENT
TEMPORARY 24.75'
51+37.81
5
P
215 South Hurstbourne Parkway LLC
19.75'
51+37.35
Wendy A. Linscott
ON SHEET 2.
SEE PAVEMENT DETAIL "A"
PROPOSED PAVEMENT.
(KEY AREA NOT SHOWN ON PLANS)
SEE PAVEMENT DETAIL "A" ON SHEET 2.
CONSTR. 72 SY OF PROPOSED PAVEMENT.
NOTE ON SHEET 12
SEE CROSSWALK
MATCH EX. SIDEWALK
50' R
SHELBYVILLE ROAD (US 60)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-535.00 14
SIDEWALK IMPROVEMENTS
PLAN SHEET
March 14, 2017
DA
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jaso
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R:
D:\
DM
S29488\
R014
00
PL.
DG
NFIL
E
NA
ME:
1-S-B
9906
SHELBYVILLE ROAD
STONE WALL8"
8"
8"
8"8"
8"
10" 12"
20"
8"
POLE
LIGHT
TRAFFIC
DBI
WM TPED
WV
WMTMH GV
PP
WVCP 470
WM
WM
WMWM EL JB
WM
PP
TMH
YSWV
POLE
LIGHT
TRAFFIC
87839PP #47902-
DBIDBI
GUY87837
PP #47918-
GUYGUY
87836
PP #47929-
87835
PP #47938-
SIGN
CHURCH
SIGN
LIMIT
SPEED
GUY FH
POLE
LIGHT
EX. CROSSWALK
ASP
HA
LT
PARKING AREA
ASPHALT ENTRANCE/
PARKING AREA
ASPHALT ENTRANCE/
1019903 CHILDREN PEDIATRICS
GROWING HEALTHY
9905
OFFICE BUILDING
9911
LA
NE
WIL
DW
OO
D
DBI
{ 18" RCP 18" RCP
12" R
CP
{
8" P
VC
{
DBI
BASIN
DETENTION
EXISTING
{
EX. C
RO
SS
WA
LK
LIGHT POLE
TRAFFIC
SEWER
STORM
F (MOD)
CBI TYPE
12"
{
F (MOD)
CBI TYPE
INLET
RECONSTR.
12"
{
12"{
INLET
RECONSTR.
TYPE 6D
DBI
C
C
50
+00
51+
00
52
+00
53
+00
54
+00
55
+00
56
+00
1 •-S-B
101
SHELBYVILLE ROAD SHELBYVILLE ROAD
SANMH
EX. 8"
SE
WE
R
EX. 8" SEWER
{ EX. 24" RCP
{ EX. 18" RCP
EX. 18
" R
CP}
EX. PIPE
10"
10"
20"
14"
8"
8"8"
14"
8"
8"
14"8"
14"
8" 8"
20"
YSWV
CP 285
YSWV
YSWV
COMMUNICTION BOX
YSWV
CP 284
CP 286
WV#47966-87832
ANCHOR POLE DBI
FLUME
EX. DRAIN
IP
EX. 24"
RC
P}
CONDOMINIUMS
136-152
100-118
CO
UR
TP
RO
ME
NA
DE
RO
AD
ST
ATIO
NC
AM
BRID
GE
EN
TA
NC
E
AS
PH
AL
T
WARNING AREA
EX. DETECTABLE
WARNING AREA
EX. DETECTABLE
EX. PAVED DITCH
{ EX. 24"x18" ELLIPTICAL
SSMH
SIGN
OUTLET
NO
SHELBYVILLE FRONTAGE ROAD
A (MOD)
CBI TYPE
B1
JB TYPE
TYPE 1
MSD CB
24" {12" }
12"{
TYPE 1
MSD CB
C
56
+00 5
7+00
58
+00
59
+00
60
+00
STA. TO STA. SIDE(SQYD)
4" CONC.
SIDEWALK
(LF) *
CURB
HEADER
STD.
(LF) *
CURB (MOD)
HEADER
STD.
(SQFT)
WARN.
DETECT.
SIDEWALK CONST. ITEMS
LT -
SHEET 2)
(SEE
SECT. NO.
TYP.
**
(EACH)
RAMP
SW
** NOTE: INCLUDED IN SIDEWALK-4 IN CONC. BID ITEM
* NOTE: EXCLUDES CURB BOX INLETS
16 1 30
STA. TO STA. SIDE(SQYD)
4" CONC.
SIDEWALK
(LF) *
CURB
HEADER
STD.
(LF) *
CURB (MOD)
HEADER
STD.
(SQFT)
WARN.
DETECT.
SIDEWALK CONST. ITEMS
RT 2
SHEET 2)
(SEE
SECT. NO.
TYP.
**
(EACH)
RAMP
SW
** NOTE: INCLUDED IN SIDEWALK-4 IN CONC. BID ITEM
* NOTE: EXCLUDES CURB BOX INLETS
1 20
56+00 - 57+20.1 109 77
RT 157+20.1 - 59+50 154
RT 3 8 26
17.49' RT
+41.43
19.27' RT
+48.98
38.88' RT
+47.50
31.50' RT
+47.50
19.00' RT
+65.0019.00' RT
+74.03
18.90' RT
+54.3610.84' RT
+50.00
2.00' LT
+20.00
1.50' RT
+60.622.00' LT
+60.62
59+50 - 59+75.3
(SQYD)
BLANKET
CONTROL
EROSION
(SQYD)
BLANKET
CONTROL
EROSION
50+41.0 - 56+00 RT 2 545 18 373 1 20
8 1
414
52
118
17
64.81' LT
+13.66
58.27' LT
+27.53
50+13.4 - 50+28.8
69.66' LT
+15.60
10.36' RT
+50.70
5.00' RT
+20.12
BENEATH THE PROPOSED SIDEWALK.
AS THERE ARE UTILITIES NEAR AND/OR
SHALL USE CAUTION WHEN EXCAVATING,
LINES ARE NOT SHOWN. THE CONTRACTOR
ARE APPROXIMATE. INDIVIDUAL SERVICE
ALL UTILITIES SHOWN ON THESE PLANS
BENEATH THE PROPOSED SIDEWALK.
AS THERE ARE UTILITIES NEAR AND/OR
SHALL USE CAUTION WHEN EXCAVATING,
LINES ARE NOT SHOWN. THE CONTRACTOR
ARE APPROXIMATE. INDIVIDUAL SERVICE
ALL UTILITIES SHOWN ON THESE PLANS
655
660
665
670
0 5 10 15 20 25 30 35 40-5-10
51+11.50
655
660
665
670
655
660
665
670
0 5 10 15 20 25 30 35 40-5-10
51+61.87
655
660
665
670
655
660
665
670
0 5 10 15 20 25 30 35 40-5-10
51+84.06
655
660
665
670
655
660
665
670
0 5 10 15 20 25 30 35 40-5-10
52+00.00
655
660
665
670
JEFFERSON 5-535.00 15
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
FL 663.11
IE 661.11
RIM 663.67
(MODIFIED FOR HEIGHT)
INLET TYPE F (MOD) - H=2.00'
1.50' RT CONST. 1 ~ CURB BOX
IE 661.04
1.0%
EX. 18" RCP
EX. 18" RCP
RIM 664.24
(MODIFIED FOR HEIGHT)
INLET TYPE F (MOD) - H=2.50'
1.50' RT CONST. 1 ~ CURB BOX
FL 664.00
IE 661.50
1.0%
IE 661.43
RIM 664.56
FRAME AND LID TYPE 1.
NO. RDM-050, WITH MANHOLE
AS SHOWN IN STANDARD DRAWING
REINFORCED CONCRETE TOP SLAB
RAISE TO GRADE AND CONSTRUCT
REMOVE TOP PHASE OF INLET,
10.44' RT RECONST INLET --
TYPE B1.
RECONSTRUCT AS JUNCTION BOX
RAISE TO GRADE AND
REMOVE TOP PHASE OF INLET,
9.73' RT RECONSTRUCT INLET:
TYPE B1.
RECONSTRUCT AS JUNCTION BOX
RAISE TO GRADE AND
REMOVE TOP PHASE OF INLET,
9.76' RT RECONSTRUCT INLET:
SEWER PIPE @ 6.6% SLOPE
CONST. 13 L.F. ~ 12" STORM
T/G 663.63
IE 661.37
INLET TYPE 6D - H=2.26'
12.24' RT CONST. 1 ~ DROP BOX
STA.51+11.50 TO STA.52+00
PIPE SECTIONS
SHELBYVILLE ROAD (US 60)
STORM SEWER PIPE
CONST. 7 L.F. OF 12"
STORM SEWER PIPE
CONST. 7 L.F. OF 12"
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
TE P
LO
TT
ED:
jaso
nU
SE
R:
D:\
DM
S29487\
R015
00
PD.
DG
NFIL
E
NA
ME:
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
57+08.00
665
670
675
680
660
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
57+67.68
660
665
670
675
680
660
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
660
665
670
675
680
JEFFERSON 5-535.00 16
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
{EX. 24" RCP
FL 670.86
IE 668.86
RIM 670.99
IE 668.83
STORM SEWER PIPE
CONST. 12 L.F. OF 12"
(MODIFIED FOR HEIGHT)
INLET TYPE A (MOD) - H=2.00'
3.84' RT CONST. 1 ~ CURB BOX TYPE B1 (NO. 1) - H=2.17'
19.00' RT CONST. 1 ~ JUNCTION BOX
IE 668.52
SEWER PIPE @ 0.5% SLOPE
CONST. 57 L.F. ~ 12" STORM
T/G 671.36
BASIN TYPE 1 - H=2.83'
20.45' RT CONST. 1 ~ MSD CATCH
SEWER PIPE @ 0.5% SLOPE
CONST. 56 L.F. ~ 24" STORM
0.3%
BASIN TYPE 1 - H=3.33'
24.80' RT CONST. 1 ~ MSD CATCH
T/G 672.15
IE 668.82
EX. 21" EQUIV. RCP
(REMOVE EX. HDWL.)
58+26.58
STA.57+08 TO STA.58+26.58
PIPE SECTIONS
SHELBYVILLE ROAD (US 60)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
TE P
LO
TT
ED:
jaso
nU
SE
R:
D:\
DM
S29487\
R015
00
PD.
DG
NFIL
E
NA
ME:
655
660
665
670
0 5 10 15 20 25 30 35 40-5-10
51+00
655
660
665
670
655
660
665
670
0 5 10 15 20 25 30 35 40-5-10
51+50
655
660
665
670
655
660
665
670
675
0 5 10 15 20 25 30 35 40-5-10
52+00
655
660
665
670
675
655
660
665
670
675
0 5 10 15 20 25 30 35 40-5-10
52+50
655
660
665
670
675
655
660
665
670
675
0 5 10 15 20 25 30 35 40-5-10
53+00
655
660
665
670
675
660
665
670
675
0 5 10 15 20 25 30 35 40-5-10
53+50
660
665
670
675
EX.P
SH
EX.P
SH
EX.P
SH
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
CO
ND
UIT
AS
SU
ME
D
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
ASS
UM
ED
ELE
V.
EX.
WA
TE
R
LIN
E
EX. R/
W
CO
ND
UIT
ASS
UM
ED ELE
V.
EX. TELEP
HO
NE C
ABLE
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
CO
ND
UIT
ASS
UM
ED
EL
EV.
EX. T
EL
EP
HO
NE
CA
BL
E
&
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
6:1
6:1
6:1
EX.P
SH
6'
EXIST. PAVEMENT
EXIST. PAVEMENT
EXIST. PAVEMENT
EXIST. PAVEMENT
EXIST. PAVEMENT
EXIST. PAVEMENT
EX. CURB
EX. CURB
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
REQUIREDSLOPE AS
REQUIRED
SLOPE AS
1.0%
1.0%
6'
1.0%
6'
EL=662.94
RT 1.50'
EL=663.63
RT 1.50'
EL=664.23
RT 1.50'
EL=665.08
RT 1.50'
EL=665.89
RT 1.50'
EL=666.70
RT 1.50'
18" PIPE
EX.
18" PIPE
EX.
6'
(MAX)
2.0% 1' @ 4%
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
FOR DETAILS
PIPE SECTIONS
DBI - SEE
EXCAVATION)(INCLUDED IN ROADWAYREMOVE EX. PVMT & CURB
EXCAVATION)(INCLUDED IN ROADWAYREMOVE EX. PVMT & CURB
JEFFERSON 5-535.00 17
STA.51+00 TO STA.53+50
CROSS SECTIONS
SHELBYVILLE ROAD (US 60)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
TE P
LO
TT
ED:
jaso
nU
SE
R:
D:\
DM
S29481\
X017
00
XS.
DG
NFIL
E
NA
ME:
660
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
54+00
660
665
670
675
680
660
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
54+50
660
665
670
675
680
660
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
55+00
660
665
670
675
680
660
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
55+50
660
665
670
675
680
660
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
56+00
660
665
670
675
680
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
56+50
665
670
675
680
EX.P
SH
EX.P
SH
EX.P
SH
EX.P
SH
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
EX. R/
W
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
EA
SS
UM
ED
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
6:1
6:1
6:1
6:1
6:1
6:1EXIST. PAVEMENT
EXIST. PAVEMENT
EXIST. PAVEMENT
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
HEADER CURB
PROPOSED STD.
EL=667.31
RT 1.50'
EL=668.01
RT 1.50'
EL=668.76
RT 1.50'
EX. CURB
EX. CURB
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
(REMOVE)
(REMOVE)
PAVEMENT
EXIST.
EL=669.87
RT 1.50'
2.0%
SEE DETAIL ON SHEET R2
PROPOSED PAVEMENT
SEE DETAIL ON SHEET R2
PROPOSED PAVEMENT
2.0%
PAVEMENT
EXIST.
EL=669.35
RT 1.50'
MATCH EX. PVMT.
2' LT - SAWCUT &
MATCH EX. PVMT.
2' LT - SAWCUT &
MATCH EX. PVMT.
2' LT - SAWCUT &
2.0%
SEE DETAIL ON SHEET R2
PROPOSED PAVEMENTEL=670.49
RT 1.50'PAVEMENT
EXIST.
JEFFERSON 5-535.00 18
STA.54+00 TO STA.56+50
CROSS SECTIONS
SHELBYVILLE ROAD (US 60)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
TE P
LO
TT
ED:
jaso
nU
SE
R:
D:\
DM
S29481\
X017
00
XS.
DG
NFIL
E
NA
ME:
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
57+00
665
670
675
680
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
57+50
665
670
675
680
660
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
58+00
660
665
670
675
680
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
58+50
665
670
675
680
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
59+00
665
670
675
680
665
670
675
680
0 5 10 15 20 25 30 35 40-5-10
59+50
665
670
675
680
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
ASS
UM
ED ELE
V.
EX.
WA
TE
R LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
AS
SU
ME
D
EL
EV.
EX.
WA
TE
R
LIN
E
4:1
4:1
12:1
6:1
EX. CURB
EX. CURB
EX. CURB
EX. CURB
EX. CURB
EXIST. PAVEMENT
EXIST. PAVEMENT
EXIST. PAVEMENT
EXIST. PAVEMENT
EXIST. PAVEMENT
EXIST. PAVEMENT
HEADER CURB
PROPOSED STD.
EL=670.97
RT 3.43'
12" PIPE
24" PIPE
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
6'
1' @ 4%(MAX)
2.0%
(SEE PLANS)
FRONTAGE ROAD
CONNECTION TO
SIDEWALK SPUR
EX. CURB
(REMOVE)
6:1
EL=671.80
RT 22.43'
2' F.B. DT.
2' F.B. DT.
2' F.B. DT.
2' F.B. DT.
57+70 - BEGIN
2' F.B. DT.
58+25 - END
JEFFERSON 5-535.00 19
STA.57+00 TO STA.59+50
CROSS SECTIONS
SHELBYVILLE ROAD (US 60)
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.832
COUNTY OF ITEM NO. SHEET NO.
SCALE: 1"=5'
March 14, 2017
DA
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LO
TT
ED:
jaso
nU
SE
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D:\
DM
S29481\
X017
00
XS.
DG
NFIL
E
NA
ME:
1 SS Rental Properties, LLC 83 0 0 DB 9682, PG 557
DB 9069, PG 312002
DB 10314, PG 8920003
0004
0005
Grand Prix Louisville (RI) LLC
Country Squire Enterprises, LLC
JKMS, LLC
215 South Hurstbourne Parkway LLC
DB 8959, PG 11
DB 8264, PG 70
565
667
822
855
0.529 23,052
3.000 130,680
1.632 71,099
3.789 165,049
4.421 192,567
316 0
1.632 71,099
3.789 165,049
1.632 71,099
3.789 165,049
4.421 192,567 4.421 192,567
3.000 130,680 3.000 130,680
0.529 23,052 0.529 23,052
RIGHT OF WAY SUMMARY
YES
SEWER
SYSTEM
TYPEACRESSQ. FT.
EASEMENTS
PERMANENT TEMPORARY
TOTAL AREA OF TRACT PERMANENT R/W ACQUIRED
ACRES ACRESSQ. FT. SQ. FT.
PORTION REMAINING
SQ. FT.
EXCESS PURCHASED
ACRES SQ. FT.ACRES SQ. FT.ACRES SQ. FT.
LEFT RIGHT
AREA SEVERED
NOTE: TYPE SEWER SYSTEM BUILDINGS ACQUIRED CODE
1. PRIVATE - INDIVIDUAL
3. PUBLIC
4. NONE
5. NOT APPLICABLE
C - COMMERICAL
R - RESIDENTIAL
F - FARM
S - STORAGE
2. PRIVATE - MULTI PARTY
SQ. FT.
SOURCE OF TITLE
C R F SNO
BY PROJECT
AFFECTED
SEWER SYSTEM
NUMBER
BUILDINGS ACQUIRED
OWNER(S)NO.
PARCEL
March 14, 2017
DA
TE P
LO
TT
ED:
jaso
nU
SE
R:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.9.536
COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-535.00 20
PERMANENT R/W ACQUIRED + AREA SEVERED = TOTAL AREA OF TRACT.
REMARKS*
*INCLUDES HAZARDOUS WASTE(UST - UNDERGROUND STORAGE TANKS)
D:\
DM
S29490\
R02000
RW.
DG
NFIL
E
NA
ME:
RIGHT OF WAY SUMMARY SHEET