1-Santa Fe Fiber Optic Interconnect Plans 2026-09-03.pdf
PDF 4 MB Posted
- Solicitation number
- 3-C-025-18
- Issued by
- Johnson County, Kansas
About this file
Santa Fe Fiber Optic Interconnect Plans Summary
This document comprises detailed engineering plans and specifications for the City of Olathe, Kansas fiber optic interconnect installation project (Project No. KA-6364-02) associated with the Santa Fe Street and I-35 corridor improvements. The project involves the installation of fiber optic infrastructure, including approximately 10,550 linear feet of 288-count fiber optic cable, 10,740 linear feet of 7-way conduit (both bored and trenched), fiber optic junction boxes (Type III and Type IV), tracer wire, and associated splice enclosures and equipment. The plans detail conduit routing along Rogers Road, 127th Street, Santa Fe Street, and connecting corridors, with specifications for installation depth (10 feet from edge of pavement and 6 feet below ground in certain areas), cable splicing procedures, and coordination with existing utilities including AT&T, Comcast, Verizon, Evergy, Olathe Water, and Olathe Sewer systems. Contractor responsibilities include field verification of right-of-way and utility easements, staking of all conduit and junction box locations, coordination with City Fiber staff for installation and termination at the City Operations Center, restoration of all disturbed areas (sidewalks, roadways, irrigation, and landscaping), and compliance with City of Olathe standard specifications and Kansas State Plane Coordinate System (NAD 83/HARN) references.
The construction plans incorporate comprehensive traffic control provisions compliant with the 2009 Manual on Uniform Traffic Control Devices (MUTCD), including lane closures, detour signage, pedestrian access maintenance, and barricade configurations for various roadway types and speeds. Contractors must obtain 72-hour advance notice to traffic operations before modifying traffic signals and coordinate utility locates prior to signpost installation. Work areas disturbed by conduit installation through trenching or boring must be repaired to match existing conditions, with all work subject to City Engineer approval. The project includes detailed specifications for fiber splice locations at controller assemblies, buildings, and handholes/splice vaults, with requirements for unused buffer tubes to pass through splice enclosures without splicing and all fibers within buffer tubes to be spliced at designated enclosures. The plans reference the latest City of Olathe technical specifications (TS-9212) for conduit installation under pavement, sidewalks, and driveways using approved jacking or boring methods, with no price differentiation between boring and trenching methods.
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KANSAS DEPARTMENT OF TRANSPORTATION
P l o t t e d o n j p a p e r i
S
E P
:4
P
M
P l o t T a b l e
35-46 KA-6364-02
F ib e r P la n S h e e t x
.p e n s f e p r e p r o j e c t f i b e r p l a n .d g n
F i l e
M o d e l:
STATE
KANSAS
PROJECT NO. YEAR SHEET NO.
SHEETS
TOTAL
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ROGERS ROAD
SANTA FE FIBER OPTIC
INTERCONNECT PLANS
SCALE
40' 80'40' 0
(By Others)
Fiber Optic Junction Box
Future City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box to be used in place.
Existing Fiber Optic Junction Box
Future 1-288ct Fiber Optic Cable with Project. (By Others)
Install 1-288ct Fiber Optic Cable (See Plan Note 1)
Operation Center to be used in place.
Existing Fiber Optic Conduit to City Traffic
(Typical)
Install 1-1c#10 Tracer
Install 1-288ct Fiber Optic Cable
Proposed 7-Way Conduit
(By Others)
1-1c#10 Tracer
1-288ct Fiber Optic Cable
Future - 7-Way Conduit
Contractor shall install conduit markers as directed by City Fiber staff.7.
the fiber equipment is installed within the R/W or U/E.
Right-of-Way is shown for reference only. The Contractor shall field verify and stake R/W and U/E to ensure that 6.
the junction boxes and/or other fiber equipment.
Conduit entering service boxes, junction boxes and/or other fiber equipment shall be continuous between 5.
This work will be considered SUBSIDIARY to the "Fiber Optic Interconnect Installation" bid item.
of green space. All repair work shall be approved by the City Engineer and work to be completed per City Standards.
conditions. This may include, (but not limited to), the repair to sidewalk, roadway sections, irrigation, or re-sodding
All areas disturbed by conduit installation, (either by trenching or boring), shall be replaced to match existing4.
construction. Minor relocation of equipment to avoid conflicts may be allowed with the approval of the City's Staff.
City Fiber staff shall inspect the staking prior to any excavation and/or System, North Zone (NAD 83/HARN).
locations shown with Northing and Easting coordinates are referenced to the Kansas State Plane Coordinate
Fiber optic equipmentContractor shall stake the location of all conduit and junction boxes to be installed. 3.
Standard Specifications and shall be approved by the City Engineer.
All construction methods and fiber optic equipment shall conform to the latest edition of the City of Olathe 2.
responsibility of the individual contractors to exactly locate each utility before actual construction.
available information and therefore, their locations must be considered approximate only. It is the
Existing underground (U/G), overhead (OH) utilities and drainage structures have been plotted from 1.
GENERAL NOTES
(By Others)
Future Roadway
Pole Relocation (By Others)
Proposed Evergy Power
Pole Relocation (By Others)
Proposed Evergy Power
City Operation Center with the City's Fiber Optic Staff. Contact Matt Mossman at (913) 971-5166.
Contractor shall coordinate installation and termination of the new 288ct Fiber Optic cable in the 1.
PLAN NOTES
FO
FO
} Rogers Rd.
S p ru c e S t.
R o g e rs
R d S ta
M a tc h li n e
FIBER OPTIC INTERCONNECT LEGEND
Unless Otherwise Noted.
288ct Fiber Optic Cable and 1c#10 Tracer Wire, Duraline FuturePath 7-Way Fiber Optic Conduit, With
Proposed Fiber Optic Junction Box, Type as Noted.
Exist. R/W
15" R
CP
" R
C P
D.M.D.M.
D.M.
D.M.
D.M.D.M.
F.H.
U.J.B.
H.H.
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
UNK. PED.
H.H.
U.J.B.
GRASS
GRASS
GRASS
GRASS
O.H.E.
O.H.E.
KANSAS DEPARTMENT OF TRANSPORTATION
P l o t t j p a p e r i
S
E P
:4
P
M
P l o t T a b l e
35-46 KA-6364-02
F ib e r P la n S h e e t x
.p e n s f e p r e p r o j e c t f i b e r p l a n .d g n
F i l e
M o d e l:
STATE
KANSAS
PROJECT NO. YEAR SHEET NO.
SHEETS
TOTAL
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AT&TÜ
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CP
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D.M.
D.M.
D.M.D.M.
F.H.
U.J.B.
H.H.
GRASS
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UNK. PED.
295 300 305 6 7 8 9 1 2 3 4 6 7
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8 9 1 2
ROGERS ROAD
INTERCONNECT PLANS
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
N: 218334.972, E: 2226127.294
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
2226110.352N: 218814.182, E:
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
(Typical)
Install 1-1c#10 Tracer
Install 1-288ct Fiber Optic Cable
Proposed 7-Way Conduit
10' from the Edge of Pavement and 6' below ground.
Install Proposed 7-Way Conduit in this area
10' from the Edge of Pavement and 6' below ground.
Install Proposed 7-Way Conduit in this area
Rogers Rd.
L in d e n w o o d D r.
Rogers Rd.
{ I-35
{ I-35
R o g e rs R d . S ta
M a tc h lin e
M a tc h li n e T h is
S h e e t
M a tc h li n e T h is
S h e e t
M a tc h li n e A
R o g e rs
R d
Exist. R/W
Exist. R/W
Exist. R/W
Exis
t. R/
W
Exis
t. R/
W
Exist. R/W Exist. R/W
Exis
t. R/
W
} Ro gers Rd.
Exis
t. R/
W
Exis
t. R/
.P
KANSAS DEPARTMENT OF TRANSPORTATION
P l o t t j p a p e r i
S
E P
:4
P
M
P l o t T a b l e
35-46 KA-6364-02
F ib e r P la n S h e e t x
.p e n s f e p r e p r o j e c t f i b e r p l a n .d g n
F i l e
M o d e l:
STATE
KANSAS
PROJECT NO. YEAR SHEET NO.
SHEETS
TOTAL
L u m e n Ü
L .P
U
CONCRETE WALK
ADA
G R
A
ROGERS ROAD/129TH STREET
INTERCONNECT PLANS
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3 cables to be used in place.
Existing Fiber Optic Conduit and
Coil 10' of 1c#10 Tracer in box
Coil 100' of 288ct Fiber Optic Cable in box to Existing at this location.
Splice new 288ct Fiber Optic Cable to be used in place.
Existing Fiber Optic Junction Box cables to be used in place.
Existing Fiber Optic Conduit and
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Fiber Optic Cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
' f ro m t h e E d g e o f P a v e m e n t a n d ' b e lo w g ro u n d
I n s ta ll P ro p o s e d -W a y C o n d u it i n t h is a re a
10'
F O
R o g e rs R d
R o g e rs R d
129th St.
M u r- L e n
R d
.129th St.
S o m e rs e t
T e r.
M o o re A v e
M a tc h li n e T h is
S h e e t
M a tc h lin e T h is S h e e t
Matchline A (Rogers Rd.)
I -3
Exist. R/W
Exist. R/W
Exist. R/W
Exist. R/W
Exist. R/W
Exist. R/W
Exist. R/W
E x is t.
/W
.P
Bit.
Bit.
KANSAS DEPARTMENT OF TRANSPORTATION
P l o t t j p a p e r i
S
E P
:4
P
M
P l o t T a b l e
35-46 KA-6364-02
F ib e r
P la n
S h e e t x
.p e n s f e p r e p r o j e c t f i b e r p l a n .d g n
F i l e
M o d e l:
STATE
KANSAS
PROJECT NO. YEAR SHEET NO.
SHEETS
TOTAL
127TH STREET
INTERCONNECT PLANS
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct cable in box
Install new 288ct Fiber Optic Cable
Existing Fiber Optic Junction Box
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct cable in box in Empty Existing Conduit.
Install new 288ct Fiber Optic Cable
Existing Fiber Optic Junction Box
Coil 10' of 1c#10 Tracer in box
Coil 100' of 288ct cable in box to Existing at this location.
Splice new 288ct Fiber Optic Cable to be used in place.
Existing Fiber Optic Junction Box
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct cable in box in Empty Existing Conduit.
Install new 288ct Fiber Optic Cable
Existing Fiber Optic Junction Box
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct cable in box
Install new 288ct Fiber Optic Cable
Existing Fiber Optic Junction Box
& 1c#10 Tracer in Existing Conduit.
Install new 288ct Fiber Optic Cable
Existing Fiber Optic Conduit on Structure
& 1c#10 Tracer in Existing Conduit.
Install new 288ct Fiber Optic Cable
Existing Fiber Optic Conduit on Structure
Cable after the new 288ct fiber is active.
Remove Existing 48ct Fiber Optic
Existing Fiber Optic Conduit (Abandon)
Cable after the new 288ct fiber is active.
Remove Existing 48ct Fiber Optic
Existing Fiber Optic Conduit (Abandon)
Interconnect bid item.
to the Fiber Opticsubsidiarybe construction operations and shall system damage resulting from
Contractor shall repair irrigation
Existing irrigation. CAUTION:
Interconnect bid item.
to the Fiber Opticsubsidiarybe construction operations and shall system damage resulting from
Contractor shall repair irrigation
Existing irrigation. CAUTION:
Interconnect bid item.
to the Fiber Opticsubsidiarybe construction operations and shall system damage resulting from
Contractor shall repair irrigation
Existing irrigation. CAUTION:
& 1c#10 Tracer in Existing Conduit.
Install new 288ct Fiber Optic Cable
Existing Fiber Optic Conduit
& 1c#10 Tracer in Existing Conduit.
Install new 288ct Fiber Optic Cable
Existing Fiber Optic Conduit
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct cable in box in Empty Existing Conduit.
Install new 288ct Fiber Optic Cable
Existing Fiber Optic Junction Box
F O
FO
F O
FO
FO
FO
FO
FO FO
FO
FO
FO
FO FO
FO
FOFO
M a tc h li n e T h is S h e e t
127th St.
K a n s a s C it y
R d
Harold St.
127th St.
M o o re A v e
M a tc h li n e B th S t.
M a tc h li n e T h is S h e e t
R o g e rs R d
I-
KANSAS DEPARTMENT OF TRANSPORTATION
P l o t t j p a p e r i
S
E P
:4
P
M
P l o t T a b l e
35-46 KA-6364-02
F ib e r P la n S h e e t x
.p e n s f e p r e p r o j e c t f i b e r p l a n .d g n
F i l e
M o d e l:
STATE
KANSAS
PROJECT NO. YEAR SHEET NO.
SHEETS
127TH STREET
INTERCONNECT PLANS
Coil 10' of 1c#10 Tracer in box
Coil 100' of 288ct cable in box
288ct fiber is active.
Cable running west after the new
Remove Existing 48ct Fiber Optic to Existing at this location.
Splice new 288ct Fiber Optic Cable and 288ct Fiber Optic Cable to be used in place. Install New 7-way
Existing Fiber Optic Junction Box
Cable after the new 288ct fiber is active.
Remove Box and Existing 48ct Fiber Optic
Existing Fiber Optic Junction Box
Cable after the new 288ct fiber is active.
Remove Existing 48ct Fiber Optic
Existing Fiber Optic Conduit (Abandon)
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Cable after the new 288ct fiber is active.
Remove Existing 48ct Fiber Optic
Existing Fiber Optic Conduit (Abandon)
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct cable in box
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Interconnect bid item.
to the Fiber Opticsubsidiarybe construction operations and shall system damage resulting from
Contractor shall repair irrigation
Existing irrigation. CAUTION:
F O
FO
FO
127th St.
M u r-
L e n R o a d
M a tc h li n e B th S t.
36" CMP
24" CMP
C M
P
C M
P
M.H.
FO
FO
FO FOFO
F O
FO
FO
FO
FO FOFO
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M.H.
M.H.
M.H.
D.M.
D.M.
D.M. D.M.
D.M.
D.M.
D.M.
L.P.
L.P.
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L.P.
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M.H.
M.H.
-SUREWEST UTILITY VAULT
-MCI UTILITY VAULT2" & 6" PVC DROPS-
KCPL #105070 W/
UTILITY VAULT
ÙCITY OF OLATHE
KCPL #105343Ü
ÚCITY OF OLATHE
KCPL #105345Û
UTILITY VAULT
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OWNER UNAVAILABLE
KCPL #104050Ü
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UTILITY VAULT
CITY OF OLATHE-
KCPL #103960Ü
NO VISIBLE #Ü
Ú#OLA 1939
UTILITY VAULT
OWNER UNAVAILABLE-
Ú#OLA 1641
NO VISIBLE #Ü
#OLA 1944-
NO VISIBLE #Ü
UTILITY VAULTÜ
AT&T
ÚKCPL #LA1945
UTILITY VAULTÜ
CITY OF OLATHE
NO VISIBLE #Ü
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4" PVC 8" VCP
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UTILITY VAULTS
CITY OF OLATHE-
MCI UTILITY VAULT-
CITY OF OLATHEÜ
F.H.
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W.M.
W.V.
W.V.
W.V.
W.V. W.V.
W.V.
W.V.
ÚNO VISIBLE #
-KCPL #LA1947
ÚNO VISIBLE #
DOUBLE LIGHTS
NO VISIBLE #Ü
ÚDATED: 06/21/2021
LWE=19.0'
8-OHP
ÚNO VISIBLE #
NO VISIBLE #Ü
ÚNO VISIBLE #
ÚKCPL #104111 ÚKCPL #564394 KCPL #104119Ü KCPL #564393Ü
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OWNER UNAVAILABLE
11-OHPÜ 11-OHPÜ 10-OHPÜ
#OLA 1942-
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DATED: 06/21/2021
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DATED: 06/21/2021Ü
LWE=20.4'
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DATED: 06/21/2021Ü
LWE=17.9'
10-OHP
DATED: 06/21/2021Ü
LWE=18.3'
11-OHP
ÚNO VISIBLE #
ÚNO VISIBLE #UTILITY VAULT-
CITY OF OLATHE
UTILITY VAULT
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UTILITY VAULT-
CENTURY LINK
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ELECTRIC OUTLET
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W/ 4 DROPS W/ 1 DROP W/ 1 DROP W/ 1 DROP
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DIVIDED ROAD
S.C.B.S.C.B.BORE HOLEÜ
DIAMOND REFLECTOR
TOWING ENFORCEDÜ
ÚMISSING SIGN
SIGN POST, TURN RIGHTÜ
RIGHT LANE MUST
24" HDPE
24" HDPE
M.H.
D I P
24" CMP
24" CMP
" P
VC
18" CMP
36" CMP36" RCP
36" RCP
C
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36" RCP
C M
P
36" RCP
12"
CMP
" R
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36" RCP
15" CMP 15" CMP
18" CMP
F.P.
M.H.
M.H.
M.H.M.H.
M.H.
M.H.
M.H.M.H.
M.H.
M.H.
M.H.
M.H.M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
15" CMP(PREVIOUS 18" CMP)
J
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150 155 9 1 2 3 4 6 7 8
150 155 1 2 3 4 6 7 8
MP
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KANSAS DEPARTMENT OF TRANSPORTATION
P l o t t j p a p e r i
S
E P
:4
P
M
P l o t T a b l e
35-46 KA-6364-02
F i b e r P l a n S h e e t x
.p e n s f e p r e p r o j e c t f i b e r p l a n .d g n
F i l e
M o d e l:
STATE
KANSAS
PROJECT NO. YEAR SHEET NO.
SHEETS
TOTAL
FOFO
D.M.
L.P.L.P.
L.P.
L.P.
UU
UU
M.H.
UTILITY VAULTÜ
CITY OF OLATHE
NO VISIBLE #Ü
ÙMCI UTILITY VAULT
NO VISIBLE #Ü
8" VCP
8" VCP
F.H.
F.H.
W.M.
W.V.
W.V.
W.V.
W.V.
UTILITY VAULT
AT&T-
UTILITY VAULT-
CENTURY LINK
VerizonÜ
O L
A T
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OLATHE WATERÛ
ÙGOOGLE FIBER
-BGL
66540
1005.92
SNG
66546
1004.85
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A T
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M.H.
L.P.L.P. L.P. L.P.
L.P.
UU
UU
M.H.
M.H. M.H.
KCPL #104087Û
ÚUTILITY VAULT
OWNER UNAVAILABLE
R C P
8" PVC 8" PVC
W.V.
W.V.
ÚKCPL #LA1949
KCPL #LA1950Ü
KCPL #LA1957- KCPL #LA1956-
ÚKCPL #LA1955
9-OHPÜ
Ú2" PVC DROP
KCPL #104088 W/
4" PVC DROP
-KCPL #584248 W/
ÙKCPL #104090Ù10-OHP Ù10-OHP
DATED: 06/21/2021Ü
LWE=14.4
10-OHP
M.H.
LUMENÜ
LUMENÜ
OLATHE WATERÛ OLATHE WATERÛ
O L
A T
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UTILITY VAULT
ÙOWNER UNAVAILABLE
66367
END MARKS*
1001.53
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SPECTRUMÜ
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OLATHE SEWERÛOLATHE SEWERÛ
AT&TÜ
AT&TÜ
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AT&TÜ
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W/ 1 DROPS
VERIZONÜVERIZONÜVERIZONÜ
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INDIAN CREEKÛ
45 MPH
12" DIP
C M
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15" RCP
18" RCP
C M
P
" C
MP
42" CMP 36" CMP
24" CMP
C M
P
C M
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42" CMP
42" CMP M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.M.H.
M.H.
M.H.
M.H.
M.H.
160 165 1 2 3 4 6 7 8 9 160 165 1 2 3 4 6 7 8 9
SANTA FE STREET
INTERCONNECT PLANS
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Existing Fiber Optic Cable in box
N: 216847.754 E: 2229776.071
Fiber Optic Junction Box
Proposed City of Olathe Type 3 cables to be used in place.
Existing Fiber Optic Conduit and
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Existing Fiber Optic Cable in box junction box at the northeast corner of Mur-Len.
to the new splice enclosure in the new type 4 fiber optic back to this box and reroute through the new conduit
Remove existing fiber optic cable from the west to be used in place.
Existing Fiber Optic Junction Box
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Existing Fiber Optic Cable in box
N: 216852.563 E: 2230277.809
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Coil 10' of each 1c#10 Tracer in box
Coil 50' of each Fiber Optic Cable in box and East at this location.
Install Fiber Optic Cables from the South
N: 216827.205, E: 2228972.255
Proposed Type 3 Fiber Optic Junction Box
Coil 10' of each 1c#10 Tracer in box
Coil 100' of each Fiber Optic Cable in box
Furnish and Install Splice Enclosure & Splice Fiber Optic Cables from the North, South and East at this location.
Proposed City of Olathe Type 4 Fiber Optic Junction Box the northwest corner of the intersection.
conduit back to the new junction box in to the south and re-install in the modified back to the next existing fiber junction box northwest corner of Santa Fe & Mur-Len
Remove existing fiber optic cables from the
Existing Fiber Optic Conduit to be used in place.
N: 216651.551 E: 2228964.521
Fiber Optic Junction Box
Proposed City of Olathe Type 3 corner of the intersection.
conduit to the new junction box in the northeast to the north and re-install in the modified back to the next existing fiber junction box northwest corner of Santa Fe & Mur-Len
Remove existing fiber optic cables from the
Existing Fiber Optic Conduit to be used in place.
Coil 10' of 1c#10 Tracer in box
Coil 50' of 288ct Existing Fiber Optic Cable in box
N: 216839.423 E: 2229474.961
Fiber Optic Junction Box
Proposed City of Olathe Type 3
Existing Fiber Optic Cable (Remove & Reroute)
Existing Fiber Optic Conduit (Abandon)
Existing Fiber Optic Cable (Remove & Reroute)
Existing Fiber Optic Conduit (Abandon)
(By Others)
1-1c#10 Tracer
1-288ct Fiber Optic Cable
Future - 7-Way Conduit
(By Others)
Future Roadway
(By Others)
Future Roadway
(By Others)
Future Roadway
(By Others)
Future Roadway
(By Others)
Future Traffic Signal Installation
(By Others)
Future Traffic Signal Installation
Util. Esmt.
R/W
Util. Esmt.
R/W
1-1c#10 Tracer
Install Existing Fiber Optic Cables from the South and East at this location.
New 7-Way Conduit
N: 216854.415 E: 2229760.008
Future Evergy Equipment
Conduit Deflection Point to avoid
N: 216847.327 E: 2229548.256
Future Evergy Equipment
Conduit Deflection Point to avoid
FO
FO
FO
F O
FO FOFO
FO
FO
FO
FO
FO
FO
FO
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M a tc h li n e S ta
} Santa Fe St.
} Santa Fe St.
M u r-
L e n
R d
B ro u g h a m
D r.
.0
M a tc h li n e S ta
FIBER SPLICE
FIBER SPLICE OF EACH FIBER IN BUFFER TUBE
UNTERMINATED FIBER
TRANSMIT
RECEIVE
FIBER DEVICE IN LOCAL CABINET
FIBER DEVICE IN DESTINATION CABINET
FIBER SPLICE LOCATION AT CONTROLLER
ASSEMBLY / BUILDING
FIBER SPLICE LOCATION AT HANDHOLE /
SPLICE VAULT
T
R
XYZ
XYZ
LEGEND
1. UNUSED BUFFER TUBES SHALL PASS THROUGH SPLICE ENCLOSURE WITHOUT SPLICING, DO NOT BREAK OUT
INDIVIDUAL FIBERS.
2. UNTERMINATED FIBERS/BUFFER TUBES SHALL BE STORED IN SPLICE TRAYS.
3. ALL PIGTAILS AND JUMPERS SHALL BE TERMINATED WITH ST STYLE CONNECTORS. PATCH PANELS (FIBER
DISTRIBUTION UNITS) ARE TO BE CONFIGURED WITH ST STYLE CONNECTORS.
4. FOR LOCATIONS WITH MULTIPLE SPLICE TRAYS, CONTRACTOR SHALL DENOTE ON DRAWINGS WHICH SPLICE TRAY
EACH SPLICE IS STORED IN.
5. NO-FIBER CONNECTIONS BETWEEN EQUIPMENT LOCATED WITHIN HANDHOLES/SPLICE VAULTS, WITHIN THE
REGENERATION BUILDING, AND WITH CONTROLLER ASSEMBLES ARE NOT SHOWN.
6. ALL FIBERS IN THE BUFFER TUBE(S) SHALL BE SPLICED IN THIS ENCLOSURE.
NOTES
T
R
T
R
FIBER SPLICE LOCATION AT CONTROLLER ASSEMBLY/BUILDING
FIBER DEVICE IN
FIBER DEVICE IN
FIBER PIGTAILS FIBER JUMPERS
BUFFER TUBE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
BUFFER TUBE
(TYP) (TYP)
BLUE
BLUE
P A
T C
H P
A N
E L
P A
T C
H P
A N
E L
DESTINATION CABINET
LOCAL CABINET
FIBER DEVICE IN
FIBER DEVICE IN
DESTINATION CABINET
LOCAL CABINET
T
R
FIBER SPLICE LOCATION AT CONTROLLER ASSEMBLY/BUILDING
FIBER DEVICE IN
FIBER PIGTAILS FIBER JUMPERS
BUFFER TUBE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
(TYP) (TYP)
BLUE
P A
T C
H P
A N
E L
LOCAL CABINET
FIBER DEVICE IN
DESTINATION CABINET
T
R
FIBER DEVICE IN
LOCAL CABINET
FIBER DEVICE IN
DESTINATION CABINET
## COUNT FIBER CABLE
T
R
FIBER SPLICE LOCATION AT CONTROLLER ASSEMBLY/BUILDING
FIBER DEVICE IN
FIBER PIGTAILS FIBER JUMPERS
BUFFER TUBE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
(TYP) (TYP)
BLUE
P A
T C
H P
A N
E L
LOCAL CABINET
FIBER DEVICE IN
DESTINATION CABINET
## COUNT FIBER CABLE
T
R
FIBER SPLICE LOCATION AT CONTROLLER ASSEMBLY/BUILDING
FIBER DEVICE IN
FIBER PIGTAILS FIBER JUMPERS
BUFFER TUBE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
(TYP) (TYP)
BLUE
P A
T C
H P
A N
E L
LOCAL CABINET
FIBER DEVICE IN
DESTINATION CABINET
## COUNT FIBER CABLE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
RED
BLACK
YELLOW
VIOLET
BLUE
BUFFER TUBE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
RED
BLACK
YELLOW
VIOLET
ROSE
AQUA
ROSE
AQUA
BLUE
ORANGE
GREEN
BROWN
BLUE
ORANGE
GREEN
BROWN
BLUE
GREEN
BROWN
BUFFER TUBE
SEE NOTE 1
FIBER SPLICE LOCATION AT HANDHOLE/SPLICE VAULT
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
BLUE
BUFFER TUBE
BLUE
ORANGE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
RED
BLACK
YELLOW
VIOLET
ROSE
AQUA
BLUE
ORANGE
GREEN
BROWN
BLUE
ORANGE
GREEN
BROWN
GREEN
BROWN
BUFFER TUBE
SEE NOTE 1
FIBER SPLICE LOCATION AT HANDHOLE/SPLICE VAULT
GREEN
BROWN
SLATE
WHITE
RED
BLACK
YELLOW
VIOLET
ROSE
AQUA
ORANGE
GREEN
BROWN
SLATE
WHITE
BLUE
BUFFER TUBE
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
RED
BLACK
YELLOW
VIOLET
ROSE
AQUA
BLUE
ORANGE
GREEN
BROWN
BLUE
ORANGE
GREEN
BROWN
GREEN
BROWN
BUFFER TUBE
SEE NOTE 1
FIBER SPLICE LOCATION AT HANDHOLE/SPLICE VAULT
GREEN
BROWN
SLATE
WHITE
RED
BLACK
YELLOW
VIOLET
ROSE
AQUA
ORANGE
BLUE
ORANGE
BLUE
ORANGE
## COUNT FIBER CABLE ## COUNT FIBER CABLE TO *LOCATION*
SEE FIBER SPLICE SHEET ##
## COUNT FIBER CABLE## COUNT FIBER CABLE FROM *LOCATION*
SEE FIBER SPLICE SHEET ##
## COUNT FIBER CABLE
CHOOSES TO BORE INSTEAD OF TRENCH, THERE WILL BE NO CHANGE IN PRICING.
OR DRIVEWAYS SHALL BE INSTALLED USING AN APPROVED JACKING OR BORING METHOD. IF THE CONTRACTOR
PER CITY OF OLATHE TECHNICAL SPECIFICATIONS (TS-9212), CONDUIT UNDER EXISTING PAVEMENT, SIDEWALK, 7.
KANSAS DEPARTMENT OF TRANSPORTATION
P l o t t j p a p e r i
S
E P
:5
A
M
P l o t T a b l e
35-46 KA-6364-02
R E
F E
R E
N C
E S
N O
T E
D
R E
F E
R E
N C
E S
C H
E C
K E
D
D A
T E
B Y
S h e e t x
.p e n
P r e p r o j e c t F i b e r O p D e t a i l
.d g n
F i l e
M o d e l:
STATE
KANSAS
PROJECT NO. YEAR SHEET NO.
SHEETS
FIBER OPTIC DETAIL
DIAGRAM FROM CITY TRAFFIC PERSONNEL.
CONTRACTOR SHALL OBTAIN SPLICING
* To include all jumpers & equipment for full operation.* *
Factory Pigtail with connector (including splices)
Fiber Distribution Unit (Complete) - See Olathe specifications
Patch cable SM duplex SC/LC
Splice enclosure - complete
ITEM (***)
Each
UNIT
FIBER OPTIC EQUIPMENT
MODELSIZE
ADC FDU 1U RMG1U
From Factory-
Tyco FOSC 45024
-1 meter
-1 meter
See Olathe Spec.-
-24 x 36
Each
Patch cable MM duplex ST/ST
Fiber optic cable SM/MM 12/12
Splice enclosure - complete
Splice enclosure - complete
Fiber optic cable SM 6
Fiber optic cable SM 24
Fiber optic cable SM 48
MicroFiber 288 Count
Tyco FOSC 450
Tyco FOSC 450
See Olathe Spec.
See Olathe Spec.
See Olathe Spec.
288ZH4-Y4F40A20
Fiber optic junction box - Type III
1c#10 Tracer wire
Dura-Line FuturePath Multi-duct Conduit
Splices (FDU)
Splices (Enclosure)
30 x 48
7-Way
Each
Lin Ft
Lin Ft
See Olathe Spec.
See Olathe Spec.
Lump
Fiber optic junction box - Type IV
QUANTITY
10550
10740
Lin Ft
HDPE/7-Way Conduit (Bored) (See Note 7) 7-Way See Olathe Spec. Lin Ft
-QUANTITIES FOR INFORMATION ONLY-
AND ARE NOT GUARANTEED TO BE A COMPLETE LIST OF MATERIALS FOR THIS PROJECT.
CONVENIENCE THESE APPROXIMATE QUANTITIES WERE PREPARED FOR THE CONTRACTOR'S
I
A
N D
S A
N T
A F
E S
T R
E E
T
P .N
K
A
W20-3
M4-8A
W20-2
M4-9
ON BARRICADE
R11-2 WITH M4-10
ROAD CLOSED
TO
THRU TRAFFIC
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
END
DETOUR
ON BARRICADE
R11-2 WITH M4-10
ROAD
CLOSED
ROAD
CLOSED
DETOUR
M4-8A
M
ROAD
CLOSED
AHEAD
W20-3
M4-
W20-2
M
D E
T O
U R
DETOUR
AHEAD
DETOUR
DETOUR SIGNING-STREET
CONSTRUCTION IN A STREET GRID
ROADWAY FOR WHICH THE DETOUR WAS ESTABLISHED.
DETOUR SIGN (M4-9) TO INDICATE THE NAME OF THE
STREET NAME SIGN (D-3) TO BE PLACED ABOVE THE
CHANNELIZERS
CONES OR SLIMLINE
OR FLUORESCENT ORANGE
= REFLECTORIZED DRUMS
= TYPE III BARRICADE
BOARD
= ARROW PANEL
= SIGN
LEGEND
= WORK SPACE
= FLAGGER
SIDEWALK
CLOSED
SIDEWALK
CLOSED
SIDEWALK
CLOSED
SIDEWALK CLOSED
CROSS HERE
CORNER SIDEWALK CLOSURE
WITH PEDESTRIAN DETOUR
MID-BLOCK SIDEWALK CLOSURE
WITH PEDESTRIAN DETOUR
GENERAL NOTES:
ALL DEVICES, THEIR INSTALLATION, AND MAINTENENCE SHALL COMPLY WITH THE 2009 EDITION OF
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
UNLESS OTHERWISE NOTED, ALL TRAFFIC CONTROL DEVICES SHALL BE PROVIDED AND MAINTAINED
BY THE CONTRACTOR.
SIGNS AND TRAFFIC CONTROL DEVICES NEED TO BE PROPERLY MAINTAINED FOR CLEANLINESS, VISIBILITY, AND CORRECT POSITIONING.
CONTRACTOR SHALL OBTAIN UTILITY LOCATES PRIOR TO INSTALLING SIGNPOSTS.
SIGNS LEFT IN PLACE THREE OR FEWER DAYS CAN BE MOUNTED AT ONE FOOT ABOVE THE ROAD-
WAY. SIGNS LEFT IN PLACE GREATER THAN THREE DAYS NEED TO BE MOUNTED AT SEVEN (7)
TRAFFIC CONTROL DEVICES SHALL MEET MASH 2009.
ALL SIGNS SHALL TO BE REMOVED, COVERED, OR TURNED AWAY FROM TRAFFIC WHEN NOT IN USE.
CONTRACTOR MAY BE REQUIRED TO ADD CONSTRUCTION FENCE TO PROHIBIT PEDESTRIANS FROM
ENTERING THE WORK AREA. FENCING SHOULD NOT CREATE A SIGHT DISTANCE RESTRICTION FOR
ALL WORKERS SHALL WEAR HIGH VISIBILITY APPAREL MEETING ANSI 107-2010 CLASS 2 FOR DAY-
NOTIFY TRAFFIC OPERATIONS OF ANY WORK WITHIN THE RIGHT-OF-WAY AT 913-971-5180. 72 HOUR
NOTICE IS REQUIRED IF TRAFFIC SIGNALS ARE TO BE MODIFIED AS PART OF TRAFFIC CONTROL.
FEET. IF THERE ARE NO SIDEWALKS, NO PEDESTRIANS, AND NO PARKING, MOUNTING HEIGHT CAN
BE REDUCED TO FIVE FEET. IF SECONDARY SIGN IS NEEDED MINIMUM MOUNTING HEIGHT MAY BE
EXCEPT AS NOTED (DOWNSTREAM TAPER, FLAGGER OPERATIONS,
YIELD OPERATION), SPACE CHANNELIZER @ SPEED LIMIT. IF
SPEED LIMIT IS 40mph SET DEVICES AT 40'.
TAPER LENGTH (L) IN FEET
SPEED LIMIT
SPEED (S)
40 MPH OR LESS
L = WS45 MPH OR MORE
L =
WS²
TAPER (L) SIGN SPACING (X)
80' 100'
125' 100'
180' 100'
245' 100'
320' 100'
540' 350'
BASED ON W=12'
L = TAPER LENGTH IN FEET
W = WIDTH OF OFFSET IN FEET
S = POSTED SPEED LIMIT PRIOR TO WORK STARTING
TAPER LENGTH
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
S
ID
E W
A L
K C
L O
S E
D
C R
O S
S H
E R
E
SIDEWALK CLOSED
USE OTHER SIDE
S
ID
E W
A L
K C
L O
S E
D
U S
E O
T H
E R
S
ID
E
-9
M4
DETOUR
M
D E
T O
U R
-9
M4
DETOUR
D E
T O
U R
DETOUR
M
D E
T O
U R
END
DETOUR
DETOUR
WHEN ROAD WORK CREATES A DIFFERENCE IN ELEVATION BETWEEN ADJACENT LANES THAT ARE
OPEN TO TRAVEL, UNEVEN LANE SIGNS (W8-11) 36"x36" SHALL BE ADDED. THEY SHALL BE
PLACED AT BEGINNING AND AT INTERVALS EQUAL TO APPROXIMATELY 1000', BOTH DIRECTIONS IF
A BUMP SIGN (W8-1) 36'X36" SHALL BE INSTALLED TO GIVE WARNING OF A 2" OR MORE RISE
OR DEPRESSION IN THE PROFILE OF THE ROADWAY. USE AT BEGINNING AND END OF MILLING
ADVANCE SIGNS TO BE PLACED ON TYPE I OR TYPE II BARRICADES. PLACE
SO THAT AT LEAST 48" OF SIDEWALK IS AVAILABLE FOR PEDESTRIAN USE.
SIGNS TO BE PLACED ON CONTINUOUS DETECTABLE DEVICES. DEVICE CAN BE
TYPE I, TYPE II, TYPE III OR OTHER TYPE WALLS OR RAILS AS PER MUTCD. THEY
WILL HAVE ORANGE AND WHITE STRIPES. THE BOTTOM EDGING WILL BE AT LEAST
6 INCHES IN WIDTH AND PLACED A MAXIMUM OF 2 1/2 INCHES ABOVE THE
SIDEWALK, SO AS TO BE DETECTABLE BY PEDESTRIANS WITH LONG CANE.
A P
P R
O V
E D
S C
A L
E
D A
T E
C H
E C
K E
D
D E
T A
IL
E
D
D E
S
IG
N E
D
O F
S H
E E
T B
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C R
IP
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D A
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N O
R E
V
IS
IO
N
S
C
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Y O
F O
L A
T H
E P
U B
L I C
W O
R K
S
T R
A F
F I C
D I V
I S
I O
N
P .O
B
O X
O
L A
T H
E K
A N
S A
S
X X
N O
N E
X X
/X X
/X X
G e n e r a l N o t e s a n d
P e d e s t r i a n s
X X
X X
X X
O
F
WHERE:
FORMULAS FOR DETERMINING
TIME AND CLASS 3 FOR NIGHTTIME.
ALL EXISTING PERMANENT SPEED LIMIT SIGNS AND OTHER CONFLICTING SIGNS SHALL BE COVERED
WITH AN OPAQUE WEATHERPROOF MATERIAL OR REMOVED.
ARROW PANEL BOARD IS NOT REQUIRED IF LANE CLOSURE IS TWO (2) HOURS OR LESS IN
UNLESS OTHERWISE APPROVED, ON AN ARTERIAL ROADWAY THERE WILL BE NO LANE CLOSURES
FROM 6:30 TO 8:30 AM AND FROM 4:00 TO 6:00PM.
AN APPROVED RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK PERFORMED WITHIN THE CITY
OF OLATHE RIGHT OF WAY.
THE TRAFFIC CONTROL REQUIREMENTS SHOWN ON THESE PLANS ARE MINIMUM REQUIREMENTS
ONLY AND DO NOT ATTEMPT TO ADDRESS IN DEPTH THE VARIETY OF SITUATIONS THAT MAY OCCUR
ONCE CONSTRUCTION HAS STARTED. IN NO WAY DO THE REQUIREMENTS SHOWN ON THE PLANS
RELIEVE THE CONTRACTORS OF THEIR RESPONSIBILITY FOR SELECTING THE PROPER TRAFFIC
IF THE PLANS DO NOT INCLUDE A TRAFFIC CONTROL PLAN, OR SHOULD THE CONTRACTOR DESIRE
TO CHANGE THE PLAN, A SPECIFIC TRAFFIC HANDLING PLAN THROUGH THE CONSTRUCTION AREA
CONTROL DEVICES. ANY ADDITIONAL QUANTITIES OF TRAFFIC CONTROL DEVICES NECESSARY TO
COMPLETE THE CONTRACT OR AS ORDERED INSTALLED BY THE ENGINEER SHALL BE CONSIDERED
SHALL BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE CITY OF OLATHE.
SHEETING SHALL BE AS PER KDOT STANDARDS. ALL SIGNS SHALL BE RETROREFLECTIVE WITH A
MATERIAL THAT HAS A SMOOTH, SEALED OUTER SURFACE. WHERE THE COLOR ORANGE IS
REQUIRED, THE FLUORESCENT ORANGE COLOR SHALL BE USED. ALL ORANGE SIGNS SHALL HAVE
FLUORESCENT ORANGE ASTM TYPE IV SHEETING. ALL OTHER SIGNS SHALL HAVE ASTM TYPE III
SHEETING OF STANDARD COLORS. THE WHITE STRIPE ON SLIMLINE CHANNELIZERS SHALL BE
ASTM TYPE III SHEETING; THE ORANGE STRIPES SHALL BE ASTM TYPE IV SHEETING. THE ENTIRE
AREA OF BARRICADES RAILS, BOTH FRONT AND BACK, SHALL BE ASTM TYPE III SHEETING. THE
WHITE STRIPES ON TUBULAR MARKERS SHALL BE ASTM TYPE III SHEETING. THE ENTIRE AREA OF
VERTICAL PANELS, BOTH FRONT AND BACK, SHALL HAVE ASTM TYPE III SHEETING.
EVEN IF WEDGE IS IN PLACE.
APPLICABLE.
ROAD USERS.
DURATION.
ONE FOOT LOWER.
SUBSIDIARY TO THE CONTRACT LUMP SUM BID PRICE.
I
A
N D
S A
N T
A F
E S
T R
E E
T
P .N
K
A
R4-7b
EACH
EACH
EACH
EACH
EACH36x36
36x36
36x36
36x36
36x36
R9-9
R9-8
SIDEWALK CLOSED
CROSS HERE
11a
R9-
R9-
SIDEWALK CLOSED
AHEAD
CROSS HERE
SIDEWALK CLOSED
USE OTHER SIDE
R9-
R9-9
SIDEWALK
CLOSED
PEDESTRIAN
CROSSWALK
R9-8
YIELD
36x36x36
R1-2aP
M4-9
EACH
EACH
EACH
M4-9 ADV.
R9-11a
R9-11
48x18
EACH
EACH
DETOUR
M4-9 STR.
DETOUR
M4-9 ADV. LT.
M4-9 ADV. RT.
DETOUR
DETOUR
M4-9 RT.
M4-9 LT.
DETOUR
R3-2
R3-1
R11-2
-4
R11
-1P
W13
ROAD CLOSED
TO
THRU TRAFFICM.P.H.
M4-10 RT.
M4-10 LT.
DETOUR
DETOUR
G20-
ROAD WORK
END
CLOSED
ROAD
STOP
36x36
R2-
LIMIT
SPEED
R4-
-2
R11
ST.S.W.
D-3
NORTHBOUND
DIRECTIONAL
KANSAS AVE. CLOSED
AT 33RD ST.
USE DETOUR
7b
R4-
KEEP
RIGHT
R7-
PARKING
ANYTIME
NO
LANE ENDS
MERGE
RIGHT
LANE ENDS
MERGE
LEFT
RIGHT LANE
CLOSED
AHEAD
LEFT LANE
CLOSED
AHEAD
ONE LANE
ROAD
AHEAD
ROAD
CLOSED
AHEAD
30x30
DETOUR
AHEAD
ROAD
WORK
AHEAD
SIGN NO.
W20-1
TOTALSQ. FT.SIZE
EACH
UNIT
RECAPITULATION OF
SIGNS, MARKINGS, BARRICADES.
W20-2
36x36
EACH
W20-3
W20-4
36x36
EACH
EACH
W20-5
36x36
W3-1a
30x30
EACH
EACH
EACH
36x36
36x36
W1-4 36x36
W1-3
W12-1
EACH
EACH
EACH
EACH
EACH
EACH
R1-1
12x18
W13-1P
G20-2
?x9
36x18
R11-4
AS NEEDED
24x30
30x9
24x24
W20-7a
60x30
36x36x36
36x30
W9-2
30x36
W4-2
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
30x36
R7-1
36x36
48x30
R4-7
R2-1
36x18
24x12
INFORMATIONAL
36x36
30x24
24x12
24x12
DIRECTIONAL
24x12
D-3
24x30
M4-10
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
30x24
R9-10
EACH
EACH
W20-1 W20-2 W20-3 W20-4 W20-5 LT. W20-5 RT. W9-2 LT. W9-2 RT.
W3-2
W12-1
W6-3 W1-3 LT. W1-3 RT. W1-4 LT. W1-4 RT. W4-2 LT. W4-2 RT. W20-7a
TO ONCOMING
TRAFFIC
24x24 60x30 12x18 36x18
?x9 30x9
R1-1 R1-2
24x30 24x30 30x36 48x30
SIZE AS NEEDED
R1-2aP 36x30
30x24
30x24
36x18
30x24
30x24
24x12
30x24
24x12
24x12
48x18
48x18
24x12
R1-2 36x36
36x36
R3-1
R3-2
45°
8" TO 12"
8" TO 12"
8" TO 12"
20"
20"
5' MIN.
4' MIN.
4" TO 6"
18"MIN.
M
IN
IM
U
M
36"
TYPE II BARRICADE
3' MIN.
2' MIN.
3"
2"
18" MIN.
TYPE I BARRICADE
3' MIN.
2' MIN.
WHITE
RETROREFLECTIVE
BAND
CONES
TUBULAR MARKERS
DRUM
HEIGHT AND LOCATION OF SIGNS
TYPE III BARRICADE
2'
7' MIN.
1' MIN.
28" MIN. TO
36" MAX.
CONES
FLUORESCENT ORANGE CONE
w/ WHITE RETROREFLECTIVE BANDS
6" 4"
DAY TIME USE ONLY
(≤ 40 MPH)
42"
6"
2"
4" Dia.
8" Dia.
ORANGE BAND
WHITE BAND
SLIMLINE
CHANNELIZER
WHITE
RETROREFLECTIVE
BAND
CONSTRUCTION BARRICADES TYPE I OR II
CONSTRUCTION BARRICADES TYPE III
REFLECTIVE DRUMS
REFLECTIVE VERTICAL PANELS
SEQUENCING ARROW PANEL BOARD
3" TO 4"
2"
WHITE BAND
2" TO 6"
28"
MINIMUM
30x30
R8-3
P
R4-7c 18x30
36x36
R3-7
RIGHT LANE
MUST
TURN RIGHT
R8-3 30x30
R4-7c 18x30
UNLESS OTHERWISE NOTED ALL WARNING SIGNS TO BE 36"x36"
R3-7 36x36
2'
3"
MINIMUM
FOR INFORMATION
LETTER
HEIGHT
DETOUR
M4-8a
24x18
END
M4-8a 30x24
A P
P R
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S C
A L E
D A
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C H
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K E
D
D E
T A
IL
E
D
D E
S
IG
N E
D
O F
S H
E E
T B
Y D
E S
C R
IP
T
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N
D A
T E
N O
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V
IS
IO
N
S
C
IT
Y O
F O
L A
T H
E P
U B
L
IC
W O
R K
S T
R A
F F
IC
D
IV
IS
IO
N
P .O
B
O X
A T
H E
K
A N
S
X
X
N O
N E
X X
/X X
/X X
T ra ff ic
C o n tr o l D e ta il s
O F
X X
X X
X
I
A
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S A
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A F
E S
T R
E E
T
P .N
K
A
4-LANE UNDIVIDED ROADWAY-HALF
ROADWAY IS CLOSED
FIVE LANE ROADWAY
w/ TWO LANES CLOSED
W4-2
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-1
LEFT LANE
CLOSED
AHEAD
W20-5
W4-2
W4-2
ARROW PANEL
BOARD
RIGHT LANE
CLOSED
AHEAD
W20-5
W20-1
W1-4
W20-5 100'
320'
X
X
X
L
L
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
L MIN
L MIN
W1-
LANE CLOSURE WITH
TWO-WAY LEFT TURN LANE
W20-1
X
L
ROAD
WORK
AHEAD
ARROW PANEL
BOARD
X
W20-1
ROAD
WORK
AHEAD
X
W1-4
BUFFER SPACE
(OPTIONAL)
X
X
X
LEFT LANE CLOSURE
ON 4-LANE ROADWAY
W4-2
W20-1
LEFT LANE
CLOSED
AHEAD
W20-5
X
X
L
ROAD
WORK
AHEAD
ARROW PANEL
BOARD
X
BUFFER SPACE
(OPTIONAL)
100'
100'
160'
160'
160'
100'
50'-100'
W1-4 RT.
W1-4 LT.
W20-1
ROAD
WORK
AHEAD
AND LANE WIDTH OF 12')
(BASED ON SPEED LIMIT OF 40mph
RIGHT LANE CLOSURE
ON 4-LANE ROADWAY
W4-2
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5
X
X
L
ROAD
WORK
AHEAD
ARROW PANEL
BOARD
X
BUFFER SPACE
(OPTIONAL)
R4-
R4-
(OR R4-7b)
(OR R4-7b)
R4-
(OR R4-7b)
R4-
(OR R4-7b)
R4-
(OR R4-7b)
A P
P R
O V
E D
S C
A L
E
D A
T E
C H
E C
K E
D
D E
T A
IL
E
D
D E
S
IG
N E
D
O F
S H
E E
T B
Y D
E S
C R
IP
T
IO
N
D A
T E
N O
R E
V
IS
IO
N
S
C
IT
Y O
F O
L A
T H
E P
U B
L I C
W O
R K
S
T R
A F
F I C
D I V
I S
I O
N
P .O
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O X
O
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T H
E K
A N
S A
S
X X
N O
N E
X X
/X X
/X X
T r a f f i c C o n t r o l D e t a i l s
O F
X X
X X
X X
CLOSURE OUTSIDE LEFT TURN LANE
WITH DUAL LEFT TURN LANES
W20-1
ROAD
WORK
AHEAD
W12-1
X
1/2 L
CLOSURE INSIDE LEFT TURN LANE
WITH DUAL LEFT TURN LANES
W20-1
ROAD
WORK
AHEAD
ARROW PANEL
BOARD
I
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S A
N T
A F
E S
T R
E E
T
P .N
K
A
LANE CLOSURE ON TWO-LANE ROAD
W/ FLAGGER, DAYTIME ONLY
7A
W20-
W20-7A
W20-1
FLAGGER LOCATION
FLAGGER LOCATION
W20-1
X
X
X
X
X
X
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
MULTIPLE LANE CLOSURE AT AN
INTERSECTION
BUFFER SPACE
(OPTIONAL)
50' - 100' w/CHANNELIZERS
SPACED AT 20'
50' - 100' w/CHANNELIZERS
SPACED AT 20'
RIGHT -HAND LANE CLOSURE ON THE
FAR SIDE OF AN INTERSECTION
W4-7
THRU
TRAFFIC
MERGE
RIGHT
W20-1
ROAD
WORK
AHEAD
R3-7
LEFT LANE
MUST
TURN LEFT
R3-2
R4-7
W12-1
X
X
X
1/2 L
W4-7
THRU
TRAFFIC
MERGE
LEFT
W20-1
ROAD
WORK
AHEAD
R3-7
RIGHT LANE
MUST
TURN RIGHT
X
X
X
W20-1
ROAD
WORK
AHEAD
X
W20-
ONE
LANE
ROAD
AHEAD
W20-
ONE
LANE
ROAD
AHEAD
W
R O
A D
W O
R K
A H
E
R O
A D
W O
R K
A H
E
W
R O
A D
W O
R K
A H
E
R O
A D
W O
R K
A H
E
A P
P R
O V
E D
S C
A L
E
D A
T E
C H
E C
K E
D
D E
T A
IL
E
D
D E
S
IG
N E
D
O F
S H
E E
T B
Y D
E S
C R
IP
T
IO
N
D A
T E
N O
R E
V
IS
IO
N
S
C
IT
Y O
F O
L A
T H
E P
U B
L I C
W O
R K
S
T R
A F
F I C
D I V
I S
I O
N
P .O
B
O X
O
L A
T H
E K
A N
S A
S
X X
N O
N E
X X
/X X
/X X
T r a f f i c C o n t r o l D e t a i l s
O F
X X
X X
| sfe_Fiber_Title_Sheet |
| sfe_preproject_fiber_plan |
| sfe_preproject_fiber_plan |
| sfe_preproject_fiber_plan |
| sfe_preproject_fiber_plan |
| sfe_preproject_fiber_plan |
| sfe_preproject_fiber_plan |
| Preproject_FiberOp Detail 7 |
| sfe_preproject_Fiber_TC_Detail_1 |
| sfe_preproject_Fiber_TC_Detail 2 |
| sfe_preproject_Fiber_TC_Detail 3 |
| sfe_preproject_Fiber_TC_Detail 4 |
File details come from the government source that posted it. Updated .