HomeMy WebLinkAbout13349, PSE, Plans, 5-26-21, Signed5/21/2021
N. EAGLE RD.TS02JCCRAMJFR85
81P
74
31 32
81 82 83
11
12
61
62
73
62P
63
54
E. FRANKLIN RD.
23
41P
PHASING DIAGRAM
CALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
CONSTRUCTION NOTES
TRAFFIC SIGNAL PLANEAGLE ROAD @ FRANKLIN ROAD45
22P
33
CCTV ARM: 15'
LUMINARE ARM: 20'
MAST ARM: 65'
COMBINATION POLE
RETAIN EXISTING
POLE G
LUMINARE ARM: 20'
MAST ARM: 55'
COMBINATION POLE
RETAIN EXISTING
POLE J
E RETAIN AND PROTECT EXISTING JUNCTION BOX.
PEDESTRIAN SIGNAL POLE
RETAIN EXISTING
POLE K
PEDESTRIAN SIGNAL POLE
RETAIN EXISTING
POLE L
LUMINAIRE ARM: 15'
SIGNAL MAST ARM: 55'
COMBINATION POLE
REMOVE EXISTING
I INSTALL NEW JUNCTION BOX.
82P
24
21P
13
84
F CONDUIT INSTALLED UNDER ROADWAY TO BE BORED.
G REMOVE EXISTING SIGNAL JUNCTION BOX.
K REMOVE EXISTING CABLING AND ABANDON CONDUIT.
RELOCATE AND REINSTALL STREET NAME SIGN.D
K
G
K
F
I
G
C
L
M
M
A
C
J
M
B C
B C
P
B C
B C
Q
K
G
K
20 0 4020
Scale (Feet)
KR
R
M
INSTALL NEW APS AND SIGN ASSEMBLIES.
NEW POLE. ACHD TO SUPPLY MOUNTING BRACKETS.
M REINSTALL SIGNAL HEAD OR PEDESTRIAN HEAD ON
HEAD FROM EXISTING POLE TO NEW POLE.
L REMOVE AND RELOCATE SIGNAL HEAD OR PEDESTRIAN
JUNCTION BOX AND FIBER DETAILS.
J SEE ATMS PLANS FOR INTERCONNECT CONDUIT,
AND WIRING.
H RETAIN AND PROTECT EXISTING CONDUIT, CABLING
ASSEMBLY.
INSTALL APS PEDESTRIAN PUSH BUTTON AND SIGN C
AND DISPOSE OF SIGNAL POLE FOUNDATION.
AND FIXTURES TO ACHD SIGNAL SHOP. REMOVE
REMOVE AND SALVAGE EXISTING SIGNAL POLE A
ASSEMBLIES.
REMOVE AND SALVAGE EXISTING PUSH BUTTON B
OBSTRUCTED BY SIGN.
E=7.0'. VERIFY VIEW OF SIGNAL HEAD IS NOT
P REINSTALL R10-30 SIGN ON NEW E-2 POST. C=5.0',
PRIOR TO REMOVING CABLE.
ENGINEER IF CONDIUT CONTAINS FIBER INTERCONNECT
R CONDUIT AND CABLE NOT CONFIRMED. CONTACT
ARM TO NEW MAST ARM
S RELOCATE OPTICOM DETECTOR FROM EXISTING MAST
AND MOVE PRIOR TO MODIFICATIONS
LOCATED DURING DESIGN. CONTRACTOR SHALL LOCATE
** ATMS JUNCTION BOX, FIBER, AND CONDUIT NOT
GENERAL NOTES
APPROX. 45'
TRANSFORMER
TO
ELEVATION: 2660.31'
TOP OF FOUNDATION
LUMINAIRE ARM: 20'
SIGNAL MAST ARM: 60'
COMBINATION POLE
INSTALL NEW
STA. 63+56, 111.5' LT
POLE D
ELEVATION: 2660.68'
TOP OF FOUNDATION
POLE
PEDESTRIAN SIGNAL
INSTALL NEW
STA 63+71, 83.9' LT
POLE F
PEDESTRIAN POLE
RETAIN EXISTING
POLE H
PEDESTRIAN POLE
RETAIN EXISTING
POLE I
ELEVATION: 2660.51'
TOP OF FOUNDATION
SIGNAL POLE
INSTALL NEW PEDESTRIAN
STA 63+61, 89.9' LT
POLE E
THIS SHEET
SEE DETAIL
42 41 72 71
34
61P
64 5342P
AND FOUNDATION
AND SERVICE CABINETS
RETAIN EXISTING SIGNAL
LUMINARE ARM: 20'
SIGNAL MAST ARM: 65'
COMBINATION POLE
RETAIN EXISTING
POLE A
AND PEDESTRIAN SIGNAL POLE
RETAIN EXISTING VEHICLE
POLE C
44
43
B C
J
E
E
H
D
P
CB
P
SIGNAL POLE
PEDESTRIAN
VEHICLE AND
RETAIN EXISTING
POLE B
J
G
G
G
K
K
J
J
PROPOSED EDGE OF PAVEMENT
51
52
22
21
14
J
F
K
N
S
S
D
T
SIGNAL OPERATIONS.
TEMPORARY SIGNAL MODIFICATIONS NECESSARY TO MAINTAIN
PHASES OF CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR
ALL TRAFFIC SIGNALS SHALL REMAIN IN OPERATION DURING ALL 14.
GROUND ELEVATIONS. SEE ACHD STANDARD DRAWING TS-1110.
BY THE CONTRACTOR BASED ON THE CONSTRUCTED FINISHED
MATCH ADJACENT SIDEWALK ELEVATION AND BE FIELD VERIFIED
TOP OF FOUNDATION ELEVATIONS FOR ALL POLES ARE TO 13.
CENTERLINE.
ALL STATION AND OFFSETS ARE BASED OFF EAGLE ROAD 12.
ANY SIGNAL OR INTERCONNECT EQUIPMENT.
COORDINATE THE SALVAGING, DISPOSAL, AND/OR TRANSFER OF
CONTRACTOR TO CONTACT ACHD/ITD TRAFFIC DEPARTMENT TO 11.
ACCESSIBLE PEDESTRIAN SIGNALS.
CURRENT ACHD SPECIFICATIONS AND BE INSTALLED AS AUDIBLE
ALL PEDESTRIAN PUSH BUTTON ASSEMBLIES SHALL MEET 10.
COUNTDOWN INDICATIONS.
SPECIFICATIONS AND SHALL BE LED TYPE WITH ACHD/ITD
ALL PEDESTRIAN SIGNAL HEADS SHALL MEET CURRENT ITE 9.
DETAILS.
SEE ATMS PLAN SHEETS FOR INTERCONNECT AND FIBER SPLICE 8.
ACHD AT LEAST 5 DAYS PRIOR TO SIGNAL TURN ON.
NEW CABLE IS INSTALLED, COIL 10 FEET IN CABINET. NOTIFY
CABINET, CONFIGURATION, AND PROGRAMMING IF NECESSARY. IF
ADJUSTMENTS AND ACHD WILL PERFORM TERMINATION IN
MANUFACTURERS REPRESENTATIVE PRESENT TO MAKE
FISH-EYE AND RADAR DEVICES, CONTRACTOR SHALL HAVE A
DETECTORS, AND TEST THE CABLING ON BOTH ENDS. FOR
INSTALL THE DETECTOR CABLING, MOUNT AND ORIENT THE
FOR DETECTION EQUIPMENT RELOCATIONS, CONTRACTOR SHALL 7.
INCIDENTAL TO THE TRAFFIC SIGNAL BID ITEM.
REQUIRE TEMPORARY TRAFFIC SIGNALS AND/OR FLAGGING
UNTIL THE NEW SIGNAL IS FULLY OPERATIONAL. THIS MAY
INTERCONNECT COMMUNICATION SHALL REMAIN IN OPERATION
THE EXISTING SIGNAL CONTROL FOR THE INTERSECTION AND 6.
CONTRACTORS EXPENSE.
DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE
UTILITIES WITH RESPECTIVE OWNERS. EXISTING UTILITIES
CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING
UNDERGROUND EQUIPMENT. IT IS THE RESPONSIBILITY OF THE
THESE PLANS TO SHOW THE EXACT LOCATION OF
UTILITIES ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF
LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND 5.
INSTALLATION.
PRIOR TO THE ANTICIPATED PRE-EMPTION EQUIPMENT
DEPUTY FIRE CHIEF (888-1234) AT LEAST 10 WORKING DAYS
MERIDIAN FIRE DEPARTMENT. CONTACT THE CITY OF MERIDIAN
CONTRACTOR TO PICK UP PREEMPTION EQUIPMENT FROM 4.
TO INSTALLATION.
FIELD VERIFIED BY ACHD/ITD AT LEAST 2 WORKING DAYS PRIOR
THE LOCATIONS OF THE SIGNAL POLE FOUNDATIONS SHALL BE 3.
SIGNAL IMPROVEMENTS ONLY.
INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR TRAFFIC 2.
REQUIREMENTS.
(TS SERIES) FOR CONSTRUCTION DETAILS AND INSTALLATION
REFER TO ACHD/ITD STANDARD TRAFFIC DETAILS 1.
CONTACT IDAHO POWER TO RECONNECT SIGNAL POWER.
Q INSTALL COMPOSITE JUNCTION BOX FOR POWER.
NEW LUMINAIRE ARM. SEE GENERAL NOTE 7.
VIDEO DETECTION CAMERA FROM LUMINAIRE ARM TO
T REMOVE AND RELOCATE RECENTLY INSTALLED FISH-EYE
EXISTINGPROPOSEDLEGEND
VEHICLE SIGNAL HEAD
SIGNAL HEAD
VEHICLE LEFT-TURN
PEDESTRIAN SIGNAL HEAD
SIGNAL/PEDESTRIAN POLE
POLE AND MAST ARM
SIGNAL AND/OR LUMINAIRE
S40-T/ADA PULL BOX
S45-T/ADA PULL BOX
32" X 32" JUNCTION BOX
2" RIGID PLASTIC CONDUIT
LUMINAIRE
EMERGENCY VEHICLE DETECTOR
FOUNDATION, AND CONCRETE PAD
SIGNAL AND SERVICE CABINETS,
CCTV CAMERA
S45-T/ADA PULL BOX W/ RISER
25-TA SPLICE VAULT (FIBER)
VEHICLE SIGNAL HEAD
SIGNAL HEAD
VEHICLE LEFT-TURN
PEDESTRIAN SIGNAL HEAD
SIGNAL/PEDESTRIAN POLE
POLE AND MAST ARM
SIGNAL AND/OR LUMINAIRE
S40-T/ADA PULL BOX
S45-T/ADA PULL BOX
32" X 32" JUNCTION BOX
LUMINAIRE
EMERGENCY VEHICLE DETECTOR
CCTV CAMERA
S45-T/ADA PULL BOX W/ RISER
25-TA SPLICE VAULT (FIBER)
SIGNAL CONDUIT
SIGNAL AND SERVICE CABINETS
FISHEYE CAMERA
STOP BAR DETECTIONSTOP BAR DETECTION FISHEYE CAMERA
RADAR DETECTION CAMERA RADAR DETECTION CAMERA
A
O
O
ARM. SEE GENERAL NOTE 7.
DETECTION FROM EXISTING MAST ARM TO NEW MAST
N REMOVE AND RELOCATE RECENTLY INSTALLED RADAR
E-2 POST ON NEAR SIDE OT INTERSECTION.
O RELOCATE EXISTING R10-30 SIGN ON SIGNAL POLE TO
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021G
ENDSBIKE LANETURN RTRT LANE MUST G
+62646365201 203202 204 5/21/2021
20 0 4020
Scale (Feet)N. EAGLE RD.TS03JCCRAMJFRE. FRANKLIN RD.
CONDUCTORSNO.CONDUIT
CONDUIT AND CONDUCTOR SCHEDULE
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
(EXISTING)
30"X36"
R3-5L
(EXISTING)
36"X36"
R3-602
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
(EXISTING)
30"X36"
R3-5R
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
(EXISTING)
30"X36"
R3-5L
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
(EXISTING)
36"X36"
R3-602
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
(EXISTING)
30"X36"
R3-5L (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 301SUPPLEMENTAL PROVISIONS.
THE CURRENT EDITION OF THE NEC AND THE ACHD TRAFFIC
GROUND THE SIGNAL AND ILLUMINATION SYSTEM IN ACCORDANCE WITH 3.
MAINTAIN APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES.
THE CONDUIT LAYOUT SHOWN IS SCHEMATIC. THE CONTRACTOR SHALL 2.
CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS.
REFER TO ACHD/ITD STANDARD TRAFFIC DETAILS (TS SERIES) FOR 1.
GENERAL NOTES
POLE F
POLE D
POLE C
POLE B
POLE J
POLE I
POLE H
POLE G
POLE H
POLE E
SPARE (INSTALL PULL ROPE)
4-#8, 1-#6 BARE (EX) (LIGHTING CKTS 1 AND 2)
10
10
OF PAVEMENT
FUTURE EDGE
OF PAVEMENT
EXISTING EDGE
EMPTY (PREVIOUS LOOP DETECTION)
11
2" RPC (EX)
" RPC (EX)2
11
" RPC (EX)2
11
2" RPC (EX)
2" RPC (EX)
2" RPC (EX)
2" RPC (EX)
2" RPC (EX)
2" RPC (EX)
2" RPC (EX)
2" RPC (NEW)
2" RPC (NEW)
(RELOCATE)
SNS
(EXISTING)
SNS
2" RPC (NEW)
BE REMOVED
NOTED: BOLD INDICATES NEW CONDUCTORS OR EXISTING CONDUCTORS TO
2" RPC (EX)
SPARE
TRAFFIC SIGNAL PLANEAGLE ROAD @ FRANKLIN ROADpanelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
(RELOCATE)
30"X36"
R10-30
SEE DETAIL B
DETAIL B
DETAIL A
SEE DETAIL A
10
POLE E
(RELOCATED)
SNS
(NEW)
30"X36"
R3-5R
R3-5L
30"X36"
(NEW)
(NEW)
30"X36"
R3-5L
2" RPC (NEW)
2" RPC (NEW)
10
4
3
5
" RPC (NEW)2
11
2" RPC (NEW)
2-12C, 3-5C, 1-#6 BARE (EX) (VEHICLE AND PED)
1-3C (EX) (INDICATOR LIGHT)
2-12C, 3-5C, 1-#6 BARE (EX) (VEHICLE AND PED)
2-5C, 1-#6 BARE (EX) (VEHICLE)
2" RPC (EX)
2" RPC (EX)
2" RPC (EX)
2" RPC (EX)
2" RPC (EX)
1-5C (NEW) (VEHICLE)
2-12C, 3-5C 1-#6 BARE (NEW) (VEHICLE AND PED)
POLE A
(EXISTING)
SNS
R3-5R
30"X36"
(EXISTING)
(EXISTING)
30"X36"
R3-5L
1
1
1
9
2
8
7
11
6
1
2
3
4
5
1-3C (NEW) (OPTICOM)
6
7
8
9
11 SEE ATMS PLANS
1-12C, 3-5C, 1-#6 BARE (NEW) (VEHICLE AND PED)
2" RPC (NEW)
2" RPC (NEW)
2" RPC (NEW)
2-12C, 3-5C (REMOVE) (VEHICLE AND PED)
panelStyle:regulatory.ssipanelName:R3-5panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x36panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
(NEW)
30"X36"
R3-5R
panelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
(REINSTALL)
30"X36"
R10-30
panelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
R10-30
30"X36"
(REINSTALL)
12
12
2" RPC (NEW)3-3/0 COPPER (SIGNAL POWER)12
(RELOCATE)
30"X36"
R10-30
12
SPARE
2-#8, 1-#6 BARE (NEW) (LIGHTING CKT 2)
2-12C, 3-5C, 1-#6 BARE (NEW) (VEHICLE AND PED)
2-#8, 1-#6 BARE (NEW) (LTG)
1-12C, 1-5C, 1-#6 BARE (NEW) (VEHICLE)
(NEW)1-CAT 5C (VIDEO), 1-RADAR (NEW) (DETECTION) **
1-5C, 1-#6 BARE (NEW) (PED) (FROM POLE F)
1-CAT 5C (VIDEO), 1-RADAR (NEW) (DETECTION) **
1-3C (NEW) (OPTICOM)
1-CAT 5C (VIDEO), 1-RADAR (NEW) (DETECTION) **
1-3C (NEW) (OPTICOM)
CABLING IF SUFFICIENT SLACK IS AVAILABLE
** INSTALLED UNDER A SEPARATE ACHD PROJECT. MAY USE EXISTING
DESIGN. CONTRACTOR SHALL LOCATE PRIOR TO MODIFICATIONS
* ATMS JUNCTION BOX, FIBER, AND CONDUIT NOT LOCATED DURING
SPARE
SPARE
1-COAX, 1-2PR, 1-4C (EX) (CCTV)
1-3C OPTICOM (REMOVE)
EMPTY (PREVIOUS LOOP DETECTION)
1-CAT 5C (VIDEO), 1-RADAR (NEW) (DETECTION) ** (REMOVE)
1-CAT 5C (VIDEO), 3-RADAR (EX) (DETECTION)
G
G
+626463203202 204
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 3panelStyle:guide_exp_advance_a(KAI).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
panelStyle:guide_exp_advance_a(KAI).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:guide_exp_advance_a(KAI).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
panelStyle:guide_exp_advance_a(KAI).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
5/21/20215/21/2021
5/21/2021
5/21/2021
5/21/2021
5/21/2021
5/21/2021
5/21/2021
5/21/2021
5/21/2021
5/21/2021
JCCRAMJFRCALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
ATMS01
2
19
SHEET ATMS02
SEE DETAIL ON
2
2
2
FRANKLIN RDSH 55 (EAGLE ROAD)
12 MATCHLINE - STA 20+1017
FIBER ROUTING.
RETAIN AND PROTECT EXISTING JUNCTION BOX FOR
GENERAL NOTES
CONSTRUCTION NOTES
ATMS MODIFICATION PLANEAGLE ROAD***
11
19
15 UTILIZE EXISTING SLACK IN CABLE.
17
12
**
15
3
3
50 0 10050
Scale (Feet)
CONECTIONS AND TESTING.
CONTRACTOR SHALL DO ALL WIRING, FIBER-OPTIC
ROUTING AND REINSTALL IN NEW LOCATIONS.
RELOCATE EXISTING JUNCTION BOX FOR FIBER
EXTEND INTO JUNCTION BOX.
SPLICE NEW CONDUIT TO EXISTING CONDUIT AND
SHEET ATMS08.
REINSTALL/RELOCATION. SEE SPLICE DIABRAM ON
RESPLICE FIBER DUE TO FIBER
INSTALL NEW SPLICE VAULT.
20
21
FOR FIBER ROUTING
INSTALL NEW S45T/ADA JUNCTION BOX WITH RISER
OR VAULT
REMOVE AND SALVAGE EXISTING FIBER JUNCTION BOX
21
LEGEND
JUNCTION BOX (ACHD S40)
JUNCTION BOX (ACHD S45)
JUNCTION BOX (ACHD S51)
SPLICE VAULT
SIGNAL CABINET AND SERVICE PEDESTAL
CONDUIT
EXISTINGPROPOSED
JUNCTION BOX (ACHD S45 W/RISER)
JUNCTION BOX 32"x32"
22
21
22
21
20
LOCATES. CONTRACTOR SHALL IDENTIFY AND CONFIRM LOCATION.
DRAWINGS AND HAS NOT BEEN LOCATED BY ACHD OR UTILITY
FIBER AND CONDUIT LOCATION BASED ON AS-BUILT ***
LOCATION.
THIS DESIGN. CONTRACTOR SHALL IDENTIFY AND CONFIRM
BEEN LOCATED BY ACHD OR UTILITY LOCATES AT THE TIME OF
** BOX LOCATION BASED ON AS-BUILD DRAWINGS; HAS NOT
5.
4.
3.
2.
1.
RETAIN 1-72F
RETAIN 1-6PR
RETAIN 1-36F
REINSTALL 1-36F
REINSTALL 2-12F
SP00032 ON ATMS10
RESPLICE EXISTING SPLICE
INSTALL 1-36F
SP00040 ON ATMS11
RESPLICE EXISTING SPLICE
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
REINSTALL 2-36F
REINSTALL 1-72F
SP00040 ON SHEET ATMS11
EXISTING SP00032 ON SHEET ATMS10
SEE SPLICE DIAGRAM
RESPLICE EXISTING SPLICE
RETAIN 1-72F
EXISTING 2-2" RPC
RETAIN 1-6PR
RETAIN 1-36F
EXISTING 2" RPC
RETAIN 1-6PR
RETAIN 1-36F
EXISTING 2-2" RPC
RETAIN 1-36F
RETAIN 1-6PR
RETAIN 1-36F
2" SPARE RPC
EXISTING 2" RPC
RETAIN 1-6PR
RETAIN 1-36F
INSTALL 1-#12 BARE GROUND
RETAIN 1-72F
REMOVE 1-6PR
INSTALL 1-6F
REMOVE 1-6F
RETAIN 2-12F
RETAIN 3-36F
EXISTING 3-2" RPC
INSTALL 1-#12 BARE GROUND
REINSTALL 1-72F
INSTALL 1-6F
REINSTALL 2-12F
REINSTALL 3-36F
INSTALL 3-2" RPC
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
INSTALL 2-2" RPC
REMOVE 1-6PR
REMOVE 1-6F
REMOVE 1-36F
ABANDON EXISTING 2-2" RPC
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
RELOCATE 1-72F
RELOCATE 2-12F
RELOCATE 3-36F
REMOVE 1-6PR
REMOVE 1-6F
ABANDON EXISTING 3-2" RPC
REMOVE 1-6PR
REMOVE 1-6F
REMOVE 1-36F
ABANDON EXISTING 2-2" RPC
(208) 484-3926 TO SCHEDULE WORK.
OUTAGE. CONTACT BRIAN FROBERG AT (208) 941-9132 OR BRIAN THIES AT
RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED
DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD
START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW.
CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE
AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5 AM. THE
WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10 PM
INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS
DISCONNECTED FOR OVER 48 HOURS.
SATURDAY OR ON A SUNDAY ONLY. NO. 36F CABLE SHALL NOT BE
RELOCATION OF 36F FIBER AND ASSOCIATED RE-SPLICING SHALL OCCUR ON A
OPTIC CABLE.
ONE #12 BARE LOCATE WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH FIBER
FOR KNOWN UTILITIES ON THIS PROJECT.
PRIOR TO CONSTRUCTION FOR ALL UNDERGROUND WORK. SEE SPECIAL PROVISIONS
CONTRACTOR SHALL BE RESPONSISBLE FOR HAVING ALL UTILITIES IDENTIFIED
LOCATIONS OF UTILITIES HAVE NOT BEEN IDENTIFIED ON THESE PLANS. THE
JUNCTION BOX OR SPLICE VAULT. TERMINATION BY CONTRACTOR.
WHEN NEW FIBER IS INSTALLED, COIL UP TO 50 FEET OF FIBER PER END IN
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021GG+60 6261
69
68
70
64
63
65
67
66200199201
2032022052042061 5/21/2021
JCCRAMJFRCALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
ATMS02
ROUTING.
JUNCTION BOX FOR FIBER
RETAIN AND PROTECT EXISTING
2TO CABTO CAB
2
ATMS01
SEE SHEET
EAGLE ROAD FRANKLIN ROADATMS01
SEE SHEET
ATMS01
SEE SHEET
CONSTRUCTION NOTES
ATMS MODIFICATION PLANEAGLE ROADTO E FRANKLINTO W FRANKLIN
LEGEND
JUNCTION BOX (ACHD S40)
JUNCTION BOX (ACHD S45)
JUNCTION BOX (ACHD S51)
SPLICE VAULT
SIGNAL CABINET AND SERVICE PEDESTAL
CONDUIT
EXISTINGPROPOSED
JUNCTION BOX (ACHD S45 W/RISER)
JUNCTION BOX 32"x32"
INSTALL 1-6F
REMOVE 1-6F
REMOVE 1-6PR
RETAIN 2-12F
RETAIN 1-6PR
RETAIN 1-36F
RETAIN 1-72F
RETAIN 1-36F
1-36F
RETAIN
RETAIN 1-36F
EXISTING 2-2" RPC
GENERAL NOTES
5.
4.
3.
2.
1.
(208) 484-3926 TO SCHEDULE WORK.
OUTAGE. CONTACT BRIAN FROBERG AT (208) 941-9132 OR BRIAN THIES AT
RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED
DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD
START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW.
CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE
AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5 AM. THE
WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10 PM
INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS
DISCONNECTED FOR OVER 48 HOURS.
SATURDAY OR ON A SUNDAY ONLY. NO. 36F CABLE SHALL NOT BE
RELOCATION OF 36F FIBER AND ASSOCIATED RE-SPLICING SHALL OCCUR ON A
OPTIC CABLE.
ONE #12 BARE LOCATE WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH FIBER
FOR KNOWN UTILITIES ON THIS PROJECT.
PRIOR TO CONSTRUCTION FOR ALL UNDERGROUND WORK. SEE SPECIAL PROVISIONS
CONTRACTOR SHALL BE RESPONSISBLE FOR HAVING ALL UTILITIES IDENTIFIED
LOCATIONS OF UTILITIES HAVE NOT BEEN IDENTIFIED ON THESE PLANS. THE
JUNCTION BOX OR SPLICE VAULT. TERMINATION BY CONTRACTOR.
WHEN NEW FIBER IS INSTALLED, COIL UP TO 50 FEET OF FIBER PER END IN
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/20215/21/2021
JCCRAMJFRCALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
ATMS03
20
20
MATCH LINE STA 70+00MATCH LINE STA 83+00SH 55 (EAGLE ROAD)
CONSTRUCTION NOTES
ATMS MODIFICATION PLANEAGLE ROAD21
50 0 10050
Scale (Feet)
21
RISER FOR FIBER ROUTING
INSTALL NEW S45T/ADA JUNCTION BOX WITH
22
23
EXTEND NEW CONDUIT INTO EXISTING VAULT
ADJUST EXISTING VAULT TO MATCH NEW GRADE
LOCATES
NOT BEEN LOCATED BY UTILITY
AS-BUILT DRAWINGS AND HAS
** BOX LOCATION BASED ON
BOX OR VAULT
REMOVE AND SALVAGE EXISTING FIBER JUNCTION
22
LEGEND
JUNCTION BOX (ACHD S40)
JUNCTION BOX (ACHD S45)
JUNCTION BOX (ACHD S51)
SPLICE VAULT
SIGNAL CABINET AND SERVICE PEDESTAL
CONDUIT
EXISTINGPROPOSED
JUNCTION BOX (ACHD S45 W/RISER)
JUNCTION BOX 32"x32"
23
21 **
21 **
20
REMOVE 1-6PR
REMOVE 1-6F
REMOVE 1-36F
ABANDON EXISTING 2-2" RPC
5.
4.
3.
2.
1.
24
24
REQUIREMENTS
CONTACT ITD PRIOR TO BORING FOR ANY SPECIAL
BORE CONDUIT UNDER RAILROAD TRACKS.
GENERAL NOTES
(208) 484-3926 TO SCHEDULE WORK.
OUTAGE. CONTACT BRIAN FROBERG AT (208) 941-9132 OR BRIAN THIES AT
RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED
DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD
START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW.
CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE
AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5 AM. THE
WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10 PM
INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS
DISCONNECTED FOR OVER 48 HOURS.
SATURDAY OR ON A SUNDAY ONLY. NO. 36F CABLE SHALL NOT BE
RELOCATION OF 36F FIBER AND ASSOCIATED RE-SPLICING SHALL OCCUR ON A
OPTIC CABLE.
ONE #12 BARE LOCATE WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH FIBER
FOR KNOWN UTILITIES ON THIS PROJECT.
PRIOR TO CONSTRUCTION FOR ALL UNDERGROUND WORK. SEE SPECIAL PROVISIONS
CONTRACTOR SHALL BE RESPONSISBLE FOR HAVING ALL UTILITIES IDENTIFIED
LOCATIONS OF UTILITIES HAVE NOT BEEN IDENTIFIED ON THESE PLANS. THE
JUNCTION BOX OR SPLICE VAULT. TERMINATION BY CONTRACTOR.
WHEN NEW FIBER IS INSTALLED, COIL UP TO 50 FEET OF FIBER PER END IN
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
INSTALL 2-2" RPC
REMOVE 1-6PR
REMOVE 1-6F
REMOVE 1-36F
ABANDON EXISTING 2-2" RPC
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
INSTALL 2-2" RPC
REMOVE 1-6PR
REMOVE 1-6F
REMOVE 1-36F
ABANDON EXISTING 2-2" RPC
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
INSTALL 2-2" RPC
REMOVE 1-6PR
REMOVE 1-6F
REMOVE 1-36F
ABANDON EXISTING 2-2" RPC
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021G+71
80
79
81
83
82
75
74
76
78
77
70
73
72 5/21/2021
JCCRAMJFRCALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
ATMS04
2 MATCH LINE STA 96+00MATCH LINE STA 83+00SH 55 (EAGLE ROAD)
TO CABINET
15
ATMS05
ON SHEET
SEE DETAIL
1
8
TO NEW LOCATION.
STA #3 POLE , CABINET AND WIRING
REMOVE AND RELOCATE DETECTION
9
10
2
1
INSIDE RIGHT-OF-WAY.
BACK OF FOUNDATION SHALL BE ADJACENT TO AND
FOUNDATION, SEE ITD STANDARD DRAWING I-7-C.
REINSTALL DETECTION STATION ON NEW ITD TYPE C ATMS MODIFICATION PLANEAGLE ROADGENERAL NOTES
CONSTRUCTION NOTES PINE AVE14
15 UTILIZE EXISTING SLACK IN CABLE.
* INSTALLED IN MTC PHASE 2 IMPROVEMENTS
8
14
9
COM & POWER CABLE
REINSTALL DETECTOR
BARE GROUND
INSTALL 1-#12
DETAIL
FOR CABINET
SEE SHEET ATMS 12
EXISTING DMS SIGN
20
15
*
STA 92+40
EXISTING DETECTOR STA #3*
3 7
ABANDON
TO DMS
10
15
NEW TO DET
ABANDON
6
12
3 CONNECTIONS, AND TESTING.
CONTRACTOR SHALL DO ALL WIRING, FIBER OPTIC
6
7
12FOR FIBER ROUTING.
RETAIN AND PROTECT EXISTING JUNCTION BOX
AND CABLE.
RETAIN AND PROTECT EXISTING JUNCTION BOX,
50 0 10050
Scale (Feet)
GROUND ELEVATION.
ADJUST EXISTING JUNCTION BOX TO MATCH NEW
NEW TO JB
NEW TO JB
INSTALL 1-6F
INSTALL 1-36F
NEW TO JB
NEW TO JB
TO DMS
12
ABANDON PINE IC
ABANDON PINE IC
12
COM & POWER CABLE
RELOCATE DETECTOR
REMOVE 1-6PR
REMOVE 1-6F
REMOVE 1-36F
ABANDON 2-2" RPC
NEW 2-6F FIBER TO NEW CONDUIT.
ROAD AND PINE AVENUE IN ORDER TO INSTALL
DISCONNECT 2-6F FIBER GOING TO FRANKLIN
INTO JUNCTION BOX.
SPLICE NEW CONDUIT TO EXISTING CONDUIT AND EXTEND
REINSTALL INTO NEW CONDUIT TO FRANKLIN ROAD.
PULL DETECTION STATION CABLE GOING SOUTH AND
21
LEGEND
JUNCTION BOX (ACHD S40)
JUNCTION BOX (ACHD S45)
JUNCTION BOX (ACHD S51)
SPLICE VAULT
SIGNAL CABINET AND SERVICE PEDESTAL
CONDUIT
EXISTINGPROPOSED
JUNCTION BOX (ACHD S45 W/RISER)
JUNCTION BOX 32"x32"
21
21
RELOCATE EXISTING JUNCTION BOX.
20
21
RISER FOR FIBER ROUTING
INSTALL NEW S45T/ADA JUNCTION BOX WITH
BOX OR VAULT
REMOVE AND SALVAGE EXISTING FIBER JUNCTION
5.
4.
3.
2.
1.
FOR CABINET DETAIL
SEE SHEET ATMS13
STA 84+33
RELOCATE DETECTOR STA #2
EXISTING DMS CABINET
CONDUIT CABLE
REINSTALL DETECTOR
INSTALL 1-2" RPC
RETAIN DMS POWER
INSTALL 2-6F
RETAIN DMS COM CABLE
STA. 84+30, 57.0'LT
DETECTOR STA #2
RELOCATE EXISTING
RETAIN 1-#12 BARE GROUND
RETAIN 1-36F
EXISTING 2-2" RPC*
COM & POWER CABLE
RETAIN DETECTOR
EXISTING 2-2" RPC
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
REMOVE 1-6F
REMOVE 1-36F
INSTALL 1-#12 BARE GROUND
REMOVE 1-6PR
COM & POWER CABLE
REINSTALL DETECTOR
COM & POWER CABLE
REINSTALL DETECTION
INSTALL 1-#12 BARE GROUND
INSTALL 1-6R
INSTALL 1-36F
INSTALL 2-2" RPC
EXISTING 2-2" RPC
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
RELOCATE/ADJUST JUNCTION BOX
CABLE
COM & POWER
DETECTOR
REINSTALL
RETAIN 1-12F
EXISTING 2-2" RPC
COM & POWER CABLE
REINSTALL DETECTOR
INSTALL 1-#12 BARE GROUP
INSTALL 1-6F
INSTALL 1-36F
REMOVE 1-6F
REMOVE 1-36F
EXISTING 2-2" RPC
RETAIN 1-#12 BARE GROUND
RETAIN 1-36F
EXISTING 2-2" RPC*
RETAIN I-36F
RETAIN I-#12 BARE GROUND
INSTALL 1-#12 BARE GROUND
INSTALL 1-36F
INSTALL 1-6F
INSTALL 2-2" RBC
INSTALL 1-#12 BARE GROUND
INSTALL 1-36F
INSTALL 1-6F
INSTALL 2-2" RBC
REMOVE 1-6PR
REMOVE 1-36F
REMOVE 1-6F
ABANDON EXISTING 2-2" RPC
INSTALL 1-#12 BARE GROUND
RELOCATE DETECTOR COM & POWER CABLE
REMOVE 1-6PR
REMOVE 1-36F
REMOVE 1-6F
ABANDON EXISTING 2-2" RPC
(208) 484-3926 TO SCHEDULE WORK.
OUTAGE. CONTACT BRIAN FROBERG AT (208) 941-9132 OR BRIAN THIES AT
RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED
DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD
START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW.
CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE
AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5 AM. THE
WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10 PM
INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS
DISCONNECTED FOR OVER 48 HOURS.
SATURDAY OR ON A SUNDAY ONLY. NO. 36F CABLE SHALL NOT BE
RELOCATION OF 36F FIBER AND ASSOCIATED RE-SPLICING SHALL OCCUR ON A
OPTIC CABLE.
ONE #12 BARE LOCATE WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH FIBER
FOR KNOWN UTILITIES ON THIS PROJECT.
PRIOR TO CONSTRUCTION FOR ALL UNDERGROUND WORK. SEE SPECIAL PROVISIONS
CONTRACTOR SHALL BE RESPONSISBLE FOR HAVING ALL UTILITIES IDENTIFIED
LOCATIONS OF UTILITIES HAVE NOT BEEN IDENTIFIED ON THESE PLANS. THE
JUNCTION BOX OR SPLICE VAULT. TERMINATION BY CONTRACTOR.
WHEN NEW FIBER IS INSTALLED, COIL UP TO 50 FEET OF FIBER PER END IN
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021GGITD POLE
ITD POLE
GE+95
94
96283029
3183
90
89
91
93
92
85
84
86
88
87
7
8
109 1211 13 5/21/2021
JCCRAMJFRCALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
ATMS05
ROUTING.
JUNCTION BOX FOR FIBER
RETAIN AND PROTECT EXISTING
2
5
1 JUNCTION BOX, AND CABLE.
RETAIN AND PROTECT EXISTING
SEE ATMS04
SEE ATMS04
5
EXTENDEDEXTENDEDSEE SIGNAL PLAN.
SIGNAL JUNCTION BOX,
2
EAGLE ROAD
PINE AVENUE1
TO SIG CAB
TO SIG CAB
TO FAIRVIEWTO FAIRVIEWATMS MODIFICATION PLANEAGLE ROADCONSTRUCTION NOTES
GENERAL NOTES
*
PINE
PINE
* INSTALLED IN MTC PHASE 2 IMPROVEMENTS
LEGEND
JUNCTION BOX (ACHD S40)
JUNCTION BOX (ACHD S45)
JUNCTION BOX (ACHD S51)
SPLICE VAULT
SIGNAL CABINET AND SERVICE PEDESTAL
CONDUIT
EXISTINGPROPOSED
JUNCTION BOX (ACHD S45 W/RISER)
JUNCTION BOX 32"x32"
5.
4.
3.
2.
1.
COM & POWER CABLE
RETAIN DETECTOR
RETAIN 2-2" RPC
MTC PHASE 2
PROPOSED CURB
COM & POWER CABLE
RETAIN DETECTOR
EXISTING 2-2" RPC
FOR CABINET DETAIL
SEE SHEET ATMS13
EXISTING SIGNAL CABINET*
RETAIN 1-12F
EXISTING 2-2" RPC*
EXISTING 1-12F
EXISTING 2-2" RPC
INSTALL 1-36F
REMOVE 1-36F
RETAIN 1-12F
INSTALL 1-6F
REMOVE 1-6F
COM & POWER CABLE
RETAIN DETECTOR
(208) 484-3926 TO SCHEDULE WORK.
OUTAGE. CONTACT BRIAN FROBERG AT (208) 941-9132 OR BRIAN THIES AT
RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED
DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD
START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW.
CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE
AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5 AM. THE
WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10 PM
INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS
DISCONNECTED FOR OVER 48 HOURS.
SATURDAY OR ON A SUNDAY ONLY. NO. 36F CABLE SHALL NOT BE
RELOCATION OF 36F FIBER AND ASSOCIATED RE-SPLICING SHALL OCCUR ON A
OPTIC CABLE.
ONE #12 BARE LOCATE WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH FIBER
FOR KNOWN UTILITIES ON THIS PROJECT.
PRIOR TO CONSTRUCTION FOR ALL UNDERGROUND WORK. SEE SPECIAL PROVISIONS
CONTRACTOR SHALL BE RESPONSISBLE FOR HAVING ALL UTILITIES IDENTIFIED
LOCATIONS OF UTILITIES HAVE NOT BEEN IDENTIFIED ON THESE PLANS. THE
JUNCTION BOX OR SPLICE VAULT. TERMINATION BY CONTRACTOR.
WHEN NEW FIBER IS INSTALLED, COIL UP TO 50 FEET OF FIBER PER END IN
COM & POWER CABLE
RETAIN DETECTION
RETAIN 1-#12 BARE GROUND
RETAIN 1-12F
INSTALL 1-6F
REMOVE 1-6F
EXISTING 2-2" RPC*
RETAIN 1-#12 BARE GROUND
INSTALL 1-6F
REMOVE 1-6F
EXISTING 2-2" RPC*
COM & POWER CABLE
REINSTALL DETECTION
INSTALL 1-#12 BARE GROUND
INSTALL 1-6F
INSTALL 1-36F
REMOVE 1-6F
REMOVE 1-36F
EXISTING 2-2" RPC*
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/20215/21/2021
JCCRAMJFRCALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
ATMS06
ROUTING.
JUNCTION BOX FOR FIBER
RETAIN AND PROTECT EXISTING
2MATCH LINE STA 96+00SH 55 (EAGLE ROAD)MATCH LINE STA 109+002 2
2
2
GENERAL NOTES
CONSTRUCTION NOTES
ATMS MODIFICATION PLANEAGLE ROAD* INSTALLED IN MTC PHASE 2 IMPROVEMENTS
50 0 10050
Scale (Feet)
LEGEND
JUNCTION BOX (ACHD S40)
JUNCTION BOX (ACHD S45)
JUNCTION BOX (ACHD S51)
SPLICE VAULT
SIGNAL CABINET AND SERVICE PEDESTAL
CONDUIT
EXISTINGPROPOSED
JUNCTION BOX (ACHD S45 W/RISER)
JUNCTION BOX 32"x32"
5.
4.
3.
2.
1.
(208) 484-3926 TO SCHEDULE WORK.
OUTAGE. CONTACT BRIAN FROBERG AT (208) 941-9132 OR BRIAN THIES AT
RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED
DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD
START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW.
CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE
AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5 AM. THE
WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10 PM
INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS
DISCONNECTED FOR OVER 48 HOURS.
SATURDAY OR ON A SUNDAY ONLY. NO. 36F CABLE SHALL NOT BE
RELOCATION OF 36F FIBER AND ASSOCIATED RE-SPLICING SHALL OCCUR ON A
OPTIC CABLE.
ONE #12 BARE LOCATE WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH FIBER
FOR KNOWN UTILITIES ON THIS PROJECT.
PRIOR TO CONSTRUCTION FOR ALL UNDERGROUND WORK. SEE SPECIAL PROVISIONS
CONTRACTOR SHALL BE RESPONSISBLE FOR HAVING ALL UTILITIES IDENTIFIED
LOCATIONS OF UTILITIES HAVE NOT BEEN IDENTIFIED ON THESE PLANS. THE
JUNCTION BOX OR SPLICE VAULT. TERMINATION BY CONTRACTOR.
WHEN NEW FIBER IS INSTALLED, COIL UP TO 50 FEET OF FIBER PER END IN
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
EXISTING 2-2" RPC
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
EXISTING 2-2" RPC
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
EXISTING 2-2" RPC
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
EXISTING 2-2" RPC
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
EXISTING 2-2" RPC
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021G100
99
101
103
102
96
9897
109
105
104
106
108
107 5/21/2021
JCCRAMJFRCALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
ATMS07
SH 55 (EAGLE ROAD)MATCH LINE STA 109+002
2
2
2
4
2
CONSTRUCTION NOTES GENERAL NOTES
ROUTING.
JUNCTION BOX FOR FIBER
RETAIN AND PROTECT EXISTING
2
4 EXISTING SPLICE VAULT.
RETAIN AND PROTECT
ATMS MODIFICATION PLANEAGLE ROADFAIRVIEW AVE* INSTALLED IN MTC PHASE 2 IMPROVEMENTS
MATCH LINE STA 122+0050 0 10050
Scale (Feet)
LEGEND
JUNCTION BOX (ACHD S40)
JUNCTION BOX (ACHD S45)
JUNCTION BOX (ACHD S51)
SPLICE VAULT
SIGNAL CABINET AND SERVICE PEDESTAL
CONDUIT
EXISTINGPROPOSED
JUNCTION BOX (ACHD S45 W/RISER)
JUNCTION BOX 32"x32"
5.
4.
3.
2.
1.
BARE GROUND
AND/OR 1-#12
RETAIN 3-6PR
RETAIN 1-12F
RETAIN 1-6F
BARE GROUND
AND/OR 1-#12
RETAIN 3-6PR
RETAIN 1-6F
RETAIN 1-12F
EXISTING 2-2" RPC
RETAIN 1-6PR
RETAIN 1-36F
EXISTING 2-2" RPC
RETAIN 1-12F
EXISTING 2" RPC
RETAIN 1-12F
EXISTING 2" RPC
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
SP00031 ON ATMS12
EXISTING SPLICE
RETAIN 1-72F
RETAIN 1-36F
RETAIN 1-6PR
TO RECORDS
RETAIN 1-6F
RETAIN 1-12F
BARE GROUND
AND/OR 1-#12
RETAIN 1-6PR
ON SHT ATMS 12
DIAGRAM SP00031
SPLICE. SEE SPLICE
RESPLICE EXISTING
ON SHT ATMS 12
DIAGRAM SP00031
SPLICE. SEE SPLICE
RESPLICE EXISTING
RETAIN 2-6PR
RETAIN 1-6F
RETAIN 1-12F
RETAIN 1-36F
EXISTING 2-2" RPC
RETAIN 1-6F
RETAIN 1-12F
RETAIN 1-36F
BARE GROUND
AND/OR 1-#12
RETAIN 1-6PR
RETAIN 1-6PR
CABINET DETAILS
SEE SHEET ATMS14 FOR
EXISTING SIGNAL CABINET
(208) 484-3926 TO SCHEDULE WORK.
OUTAGE. CONTACT BRIAN FROBERG AT (208) 941-9132 OR BRIAN THIES AT
RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED
DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD
START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW.
CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE
AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5 AM. THE
WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10 PM
INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS
DISCONNECTED FOR OVER 48 HOURS.
SATURDAY OR ON A SUNDAY ONLY. NO. 36F CABLE SHALL NOT BE
RELOCATION OF 36F FIBER AND ASSOCIATED RE-SPLICING SHALL OCCUR ON A
OPTIC CABLE.
ONE #12 BARE LOCATE WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH FIBER
FOR KNOWN UTILITIES ON THIS PROJECT.
PRIOR TO CONSTRUCTION FOR ALL UNDERGROUND WORK. SEE SPECIAL PROVISIONS
CONTRACTOR SHALL BE RESPONSISBLE FOR HAVING ALL UTILITIES IDENTIFIED
LOCATIONS OF UTILITIES HAVE NOT BEEN IDENTIFIED ON THESE PLANS. THE
JUNCTION BOX OR SPLICE VAULT. TERMINATION BY CONTRACTOR.
WHEN NEW FIBER IS INSTALLED, COIL UP TO 50 FEET OF FIBER PER END IN
RETAIN 1-#12 BARE GROUND
RETAIN 1-36F
RETAIN 1-36F
RETAIN 1-#12 BARE GROUND*
INSTALL 1-36F
REMOVE 1-36F
EXISTING 2-2" RPC
RETAIN 1-#12 BARE GROUND*
INSTALL 1-36F
REMOVE 1-36F
EXISTING 2-2" RPC
RETAIN 1-#12 BARE GROUND*
INSTALL 1-36F
REMOVE 1-36F
EXISTING 2-2" RPC
RETAIN 1-#12 BARE GROUND
INSTALL 1-36F
REMOVE 1-36F
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021GGW+116
115
117 118
110
109
111
114
113
112
21201918117
121120
122
119 5/21/2021
JCCRAMJFRCALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
ATMS08
SH 55 (EAGLE ROAD)MATCH LINE STA 122+002
CONSTRUCTION NOTES GENERAL NOTES
ROUTING.
JUNCTION BOX FOR FIBER
RETAIN AND PROTECT EXISTING
2
ATMS MODIFICATION PLANEAGLE ROAD* INSTALLED IN MTC PHASE 2 IMPROVEMENTS
MATCH LINE STA 135+0050 0 10050
Scale (Feet)
LEGEND
JUNCTION BOX (ACHD S40)
JUNCTION BOX (ACHD S45)
JUNCTION BOX (ACHD S51)
SPLICE VAULT
SIGNAL CABINET AND SERVICE PEDESTAL
CONDUIT
EXISTINGPROPOSED
JUNCTION BOX (ACHD S45 W/RISER)
JUNCTION BOX 32"x32"
5.
4.
3.
2.
1.
1-#12 BARE GROUND
RETAIN 1-6PR AND/OR
RETAIN 1-36F
EXISTING 2-2" RPC
1-#12 BARE GROUND
RETAIN 1-6PR AND/OR
RETAIN 1-36F
EXISTING 2-2" RPC
AND/OR 1-#12 BARE GROUND
RETAIN 1-6PR
(208) 484-3926 TO SCHEDULE WORK.
OUTAGE. CONTACT BRIAN FROBERG AT (208) 941-9132 OR BRIAN THIES AT
RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED
DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD
START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW.
CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE
AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5 AM. THE
WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10 PM
INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS
DISCONNECTED FOR OVER 48 HOURS.
SATURDAY OR ON A SUNDAY ONLY. NO. 36F CABLE SHALL NOT BE
RELOCATION OF 36F FIBER AND ASSOCIATED RE-SPLICING SHALL OCCUR ON A
OPTIC CABLE.
ONE #12 BARE LOCATE WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH FIBER
FOR KNOWN UTILITIES ON THIS PROJECT.
PRIOR TO CONSTRUCTION FOR ALL UNDERGROUND WORK. SEE SPECIAL PROVISIONS
CONTRACTOR SHALL BE RESPONSISBLE FOR HAVING ALL UTILITIES IDENTIFIED
LOCATIONS OF UTILITIES HAVE NOT BEEN IDENTIFIED ON THESE PLANS. THE
JUNCTION BOX OR SPLICE VAULT. TERMINATION BY CONTRACTOR.
WHEN NEW FIBER IS INSTALLED, COIL UP TO 50 FEET OF FIBER PER END IN
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021G131130
132
134
133
135
122
124
123
125
127
129
128
126 5/21/2021
JCCRAMJFRCALL DIGLINE
48 HOURS PRIOR TO EXCAVATION
PH. # 811
TO REQUEST U.C. LOCATIONS
FOR INFORMATION CALL 387-6100
ACHD UTILITY COORDINATOR
CONTACT:
ATMS09
SH 55 (EAGLE ROAD)
CONSTRUCTION NOTES GENERAL NOTES
1
2
ATMS MODIFICATION PLANEAGLE ROADBOX FOR FIBER ROUTING.
RETAIN AND PROTECT EXISTING JUNCTION
13 RELOCATE EXISTNG JUNCTION BOX.RIVER VALLEY STTO SIGNAL CAB
NEWNEW14
9
2
1
1
1
MATCH LINE STA 135+008
9
8
14
13
JUNCTION BOX AND CABLE.
RETAIN AND PROTECT EXISTING
LOCATION.
#4 POLE, CABINET AND WIRING TO NEW
REMOVE AND RELOCATE DETECTOR STA
AND INSIDE RIGHT-OF-WAY.
FOUNDATION SHALL BE ADJACENT TO
STANDARD DRAWING 1-7-C. BACK OF
ITD TYPE C FOUNDATION, SEE ITD
REINSTALL DETECTOR STATION ON NEW
MATCH NEW GROUND ELEVATION.
ADJUST EXISTING JUNCTION BOX TO
50 0 10050
Scale (Feet)
LEGEND
JUNCTION BOX (ACHD S40)
JUNCTION BOX (ACHD S45)
JUNCTION BOX (ACHD S51)
SPLICE VAULT
SIGNAL CABINET AND SERVICE PEDESTAL
CONDUIT
EXISTINGPROPOSED
JUNCTION BOX (ACHD S45 W/RISER)
JUNCTION BOX 32"x32"
& POWER CABLE
RETAIN DETECTOR COM
EXISTING 1-2" RPC
& POWER CABLE
RETAIN DETECTOR COM
EXISTING 1-2" RPC
REATIN 1-6F
1-#12 BARE GROUND
RETAIN 1-16PR AND/OR
RETAIN 1-36F
EXISTING 2" RPC
POLE AND SIGNAL SERVICE CABINET
ELECTRIC SERVICE FROM IDAHO POWER
RETAIN AND PROTECT EXISTING
RETAIN 1-6F
1-#12 BARE GROUND
RETAIN 1-16PR AND/OR
RETAIN 1-36F
EXISTING 2" RPC
POWER CABLE
RETAIN DETECTOR COM &
EXISTING 2" RPC
RETAIN 1-6F
EXISTING 2" RBC
RETAIN 1-6F
1-#12 BARE GROUND
RETAIN 1-6PR AND/OR
RETAIN 1-36F
EXISTING 2" RPC
BARE GROUND
AND/OR 1-#12
RETAIN 1-6PR
RETAIN 1-36F
EXISTING 2" RPC
STA 137+06, 74.0' LT
DETECTOR STA #4
RELOCATE EXISTING
COM & POWER CABLE
REINSTALL DETECTOR
INSTALL 2-2" RPC
POWER CABLE
RELOCATE DETECTOR COM &
ABANDON EXISTING 2-2" RPC
POLE AND SIGNAL SERVICE CABINET
ELECTRIC SERVICE FROM IDAHO POWER
RETAIN AND PROTECT EXISTING
(NORTH DET)
COM & POWER CABLE
INSTALL DETECTOR
EXISTING 2" RPC
POWER CABLE (TO NORTH DET)
RETAIN NEW DETECTOR COM &
POWER CABLE (TO SOUTH DET)
RETAIN DETECTOR COM &
RETAIN 1-6F
EXISTING 2-2" RPC
CABINET DETAILS
SEE SHEET ATMS14 FOR
EXISTING SIGNAL CABINET
RETAIN 1-6F
BARE GROUND
AND/OR 1-#12
RETAIN 1-6PR
RETAIN 1-36F
COM & POWER CABLE
RETAIN DETECTOR
COM & POWER CABLE
RETAIN DETECTORRETAIN 1-6F
COM & POWER CABLE
RETAIN DETECTORBARE GROUND
AND/OR 1-#12
RETAIN 1-6PR
RETAIN 1-36F
RETAIN 1-6F
NEW CONDUIT
AND REINSTALL IN
COM & POWER CABLE
REINSTALL DETECTOR 5.
4.
3.
2.
1.
(208) 484-3926 TO SCHEDULE WORK.
OUTAGE. CONTACT BRIAN FROBERG AT (208) 941-9132 OR BRIAN THIES AT
RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED
DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD
START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW.
CONTRACTOR SHALL PROVIDE A MINIMUM TWO (2) WEEK NOTICE PRIOR TO THE
AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5 AM. THE
WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10 PM
INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS
DISCONNECTED FOR OVER 48 HOURS.
SATURDAY OR ON A SUNDAY ONLY. NO. 36F CABLE SHALL NOT BE
RELOCATION OF 36F FIBER AND ASSOCIATED RE-SPLICING SHALL OCCUR ON A
OPTIC CABLE.
ONE #12 BARE LOCATE WIRE SHALL BE INSTALLED IN ALL CONDUITS WITH FIBER
FOR KNOWN UTILITIES ON THIS PROJECT.
PRIOR TO CONSTRUCTION FOR ALL UNDERGROUND WORK. SEE SPECIAL PROVISIONS
CONTRACTOR SHALL BE RESPONSISBLE FOR HAVING ALL UTILITIES IDENTIFIED
LOCATIONS OF UTILITIES HAVE NOT BEEN IDENTIFIED ON THESE PLANS. THE
JUNCTION BOX OR SPLICE VAULT. TERMINATION BY CONTRACTOR.
WHEN NEW FIBER IS INSTALLED, COIL UP TO 50 FEET OF FIBER PER END IN
BARE GROUND
AND/OR 1-#12
RETAIN 1-6PR
RETAIN 1-36F
RETAIN 1-36F
STA 147+05, 65' LT
EXISTING DETECTOR
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021ITD POLE
ITD POLE
+143
140
144
146145
136
135
137
139
138
148
147
142141 5/21/2021
JCCRAMJFRATMS10
BLUE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
ORANGE
EAGLE RD
SOUTH ON
36F TRUNK
EXISTING
BLUE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
ORANGE
CABINET ON SW CORNER
EAGLE/FRANKLIN
EXISTING 12F DROP TO BLUEORANGEWHITESLATEBROWNGREEN234561BLUEBLUEORANGEWHITESLATEBROWNGREEN234561ORANGEBLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1 BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1BLUEORANGEWHITESLATEBROWNGREEN234561BLUEBLUEORANGEWHITESLATEBROWNGREEN234561ORANGECABINET ON SW CORNER
EAGLE/FRANKLIN
EXISTING 12F DROP TO
NW CORNER OF EAGLE/FRANKLIN
EXISTING SPLICE ENCLOSURE
ATMS MODIFICATION PLANEAGLE ROADRELOCATION
RESPLICE AFTER
SPLICE SP00032
RESPLICE 36F
RESPLICE 36F
RESPLICE 36F
EAGLE RD
NORTH ON
36F TRUNK
EXISTING/NEW
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/20215/21/2021
JCCRAMJFRATMS11123456789101112VIOLETYELLOWAQUAROSEBLACKWHITESLATEBROWNGREENORANGEREDBLUERED7BLACKYELLOWVIOLETAQUAROSE11109812GREENBROWNSLATEWHITEORANGEBLUE165432RED7BLACKYELLOWVIOLETAQUAROSE11109812GREENBROWNSLATEWHITEORANGEBLUE165432RED7BLACKYELLOWVIOLETAQUAROSE11109812GREENBROWNSLATEWHITEORANGEBLUE165432RED7BLACKYELLOWVIOLETAQUAROSE11109812GREENBROWNSLATEWHITEORANGEBLUE165432RED7BLACKYELLOWVIOLETAQUAROSE11109812GREENBROWNSLATEWHITEORANGEBLUE165432BLUEORANGEGREENBROWNSLATEWHITECOMMUNICATIONS HUB
SOUTH ON EAGLE TO
72CT TRUNK
BLUE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
GREEN
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
BROWN
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
ORANGE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
SLATE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
WHITE
BLUE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
GREEN
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
BROWN
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
ORANGE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
SLATE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
WHITE
FRANKLIN
WEST ON
36F TRUNK
EXISTING
FRANKLIN
EAST ON
36F TRUNK
EXISTING
NW CORNER OF EAGLE/FRANKLIN
EXISTING SPLICE ENCLOSURE
ATMS MODIFICATION PLANEAGLE ROADSPLICE SP00040 - RESPLICE AFTER RELOCATION
72F AND 2-36F SPLICES
RESPLICE EXISTING
72F AND 2-36F SPLICES
RESPLICE EXISTING
72F AND 2-36F SPLICES
RESPLICE EXISTING
72F AND 2-36F SPLICES
RESPLICE EXISTING
72F AND 2-36F SPLICES
RESPLICE EXISTING
72F AND 2-36F SPLICES
RESPLICE EXISTING
72F AND 2-36F SPLICES
RESPLICE EXISTING
72F AND 2-36F SPLICES
RESPLICE EXISTING
72F AND 2-36F SPLICES
RESPLICE EXISTING
72F AND 2-36F SPLICES
RESPLICE EXISTING
SPLICES
2-36F
72F AND
EXISTING
RESPLICE
SPLICES
72F AND 2-36F
RESPLICE EXISTING
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/20215/21/2021
JCCRAMJFRATMS12
1
2
3
4
5
6
7
8
9
10
11
12
VIOLET
YELLOW
AQUA
ROSE
BLACK
WHITE
SLATE
BROWN
GREEN
ORANGE
RED
BLUE
RED7
BLACK
YELLOW
VIOLET
AQUA
ROSE11
10
9
8
12
GREEN
BROWN
SLATE
WHITE
ORANGE
BLUE1
6
5
4
3
2
RED7
BLACK
YELLOW
VIOLET
AQUA
ROSE11
10
9
8
12
GREEN
BROWN
SLATE
WHITE
ORANGE
BLUE1
6
5
4
3
2
RED7
BLACK
YELLOW
VIOLET
AQUA
ROSE11
10
9
8
12
GREEN
BROWN
SLATE
WHITE
ORANGE
BLUE1
6
5
4
3
2
RED7
BLACK
YELLOW
VIOLET
AQUA
ROSE11
10
9
8
12
GREEN
BROWN
SLATE
WHITE
ORANGE
BLUE1
6
5
4
3
2
RED7
BLACK
YELLOW
VIOLET
AQUA
ROSE11
10
9
8
12
GREEN
BROWN
SLATE
WHITE
ORANGE
BLUE1
6
5
4
3
2
BLUE
ORANGE
GREEN
BROWN
SLATE
WHITE
FAIRVIEW
EAST ON
72CT TRUNK
EXISTING
BLUE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
GREEN
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
BROWN
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
ORANGE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
SLATE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
WHITE
EAGLE RD
NORTH ON
36F TRUNK
EXISTING
BLUE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
GREEN
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
BROWN
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
ORANGE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
SLATE
BLUE
ORANGE
WHITE
SLATE
BROWN
GREEN
2
3
4
5
6
1
WHITE
CABINET
TO EAGLE/FAIRVIEW
EXISTING 12F DROP
BLUEORANGEWHITESLATEBROWNGREEN234561BLUEBLUEORANGEWHITESLATEBROWNGREEN234561ORANGERETAIN AND PROTECT
SPLICE SP00031 -
SE CORNER OF EAGLE/FAIRVIEW
EXISTING SPLICE ENCLOSURE
ATMS MODIFICATION PLANEAGLE ROADEAGLE RD
SOUTH ON
36F TRUNK
EXISTING/NEW
NEW 36F
RESPLICE
NEW 36F
RESPLICE
RESPLICE NEW 36F
RESPLICE NEW 36F
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/20215/21/2021
JCCRAMJFRATMS13
TX/RX TX/RX
SWITCH
1
2
3
4
5
6
7
8
9
10
11
12
ETHERNET
CABINET
TSC
PINE
DETECTOR
SMARTSENSOR
WAVETRONIX
CABLE
SMARTSENSOR
DETECTOR
SMARTSENSOR
WAVETRONIX
CABLE
SMARTSENSOR
(EXISTING)
TP00062
TX/RX TX/RX
CONTROLLER
DMS
SWITCH
ETHERNET
CABINET
DMS
1
2
3
4
5
6
7
8
9
10
11
12
FRANKLIN
NORTH OF
DMS INSTALLATION
(EXISTING)
TP00061
TX/RX TX/RX
SWITCH
1
2
3
4
5
6
7
8
9
10
11
12
BLUE
ORANGE
ETHERNET
(ORANGE TUBE)
SP00032
EXISTING 1-12F TO SPLICE
CAMERA
DOME
TO PTZ
CABINET
TSC
CAMERA CABLE
FRANKLIN
ENCODER
VIDEO
ETHERNET
1
2
3
4
5
6
7
8
9
10
11
12
(EXISTING)
TP00059
1
2
3
4
5
6
7
8
9
10
11
12
BLUE
ORANGE(BLUE TUBE)
SP00032
EXISTING 1-12F TO SPLICE
(EXISTING)
TP00059
(EXISTING)
TP00060
OF PINE
SOUTH
CABINET
DETECTOR
2
2
2
2
2
2
2
PROTECTION
SURGE
DATA LINE
CLICK!200
WAVETRONIX
SUPPLY
2A POWER
CLICK!202
WAVETRONIX
ETHERNET
SERIAL TO
CLICK!301
WAVETRONIX
PROTECTION
SURGE
POWER LINE
CLICK!205
WAVETRONIX
BREAKER
2A
CLICK!206
WAVETRONIX
PROTECTION
SURGE
DATA LINE
CLICK!200
WAVETRONIX
ETHERNET
SERIAL TO
CLICK!301
WAVETRONIX
PROTECTION
SURGE
DATA LINE
CLICK!200
WAVETRONIX
PROTECTION
SURGE
DATA LINE
CLICK!200
WAVETRONIX
TRANSCEIVER
ETHERNET
TRANSCEIVER
ETHERNET
TRANSCEIVER
ETHERNET
DETECTOR)
(RELOCATED
OF PINE
NORTH
CABINET
DETECTOR
RS485/PWR
RELOCATED
NEW 1-6F TO DMS
PROTECT OTHER EXISTING FIBER TERMINATIONS
NEW FIBER IN SAME LOCATION. RETAIN &
REMOVE EXISTING FIBER TO DMS AND TERMINATE
NOTE:
LOCATIONS
TERMINATE NEW FIBER IN SAME
REMOVE EXISTING FIBER AND
NOTE:
NEW 1-6F TO PINE
NEW 1-6F TO FRANKLIN
DMS CABINET
NEW 1-6F TO
BE REMOVED
AS EXISTING FIBER THAT WILL
CABINET IN SAME LOCATIONS
TERMINATE NEW FIBER TO DMS
NOTE:
RS485/PWR
EXISTING
ATMS MODIFICATION PLANEAGLE ROADCONTROLLER
COMMANDER
TRAFFICWARE
CONTROLLER
COMMANDER
TRAFFICWARE
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/20215/21/2021
JCCRAMJFRATMS14
TX/RX TX/RX
TRANSCEIVER
ETHERNET
SWITCH
1
2
3
4
5
6
7
8
9
10
11
12
BLUE
ORANGE
ETHERNET
CAMERA
DOME
TO PTZ
CABINET
TSC
CAMERA CABLE
ENCODER
VIDEO
ETHERNET
(EXISTING)
TP00058
2
2
SPLICE SP00031
EXISTING 1-12F TO
1
2
3
4
5
6
7
8
9
10
11
12
RECORDS
EXISTING 1-6F TO
FAIRVIEW
FAIRVIEW
TERMINATION WITHIN THE TSC CABINET AT
NOTE: RETAIN AND PROTECT EXISTING FIBER ATMS MODIFICATION PLANEAGLE ROADTX/RX TX/RX
SWITCH
1
2
3
4
5
6
7
8
9
10
11
12
ETHERNET
CABLE
SMARTSENSOR
CABLE
SMARTSENSOR
2
2
PROTECTION
SURGE
DATA LINE
CLICK!200
WAVETRONIX
SUPPLY
2A POWER
CLICK!202
WAVETRONIX
ETHERNET
SERIAL TO
CLICK!301
WAVETRONIX
PROTECTION
SURGE
POWER LINE
CLICK!205
WAVETRONIX
BREAKER
2A
CLICK!206
WAVETRONIX
PROTECTION
SURGE
DATA LINE
CLICK!200
WAVETRONIX
ETHERNET
SERIAL TO
CLICK!301
WAVETRONIX
PROTECTION
SURGE
DATA LINE
CLICK!200
WAVETRONIX
PROTECTION
SURGE
DATA LINE
CLICK!200
WAVETRONIX
DETECTOR
SMARTSENSOR
WAVETRONIX
EXISTING
VALLEY
OF RIVER
SOUTH
CABINET
DETECTOR
TRANSCEIVER
ETHERNET
DETECTOR CABINET)
(RELOACTED FROM
TP00062
CABINET
RIVER VALLEY SIGNAL
CABINET
TSC
USTICK TSC CABINET
EXISTING 1-6F TO
DETECTOR
SMARTSENSOR
WAVETRONIX
EXISTING
VALLEY
OF RIVER
NORTH
CABINET
DETECTOR
EXISTING
RS485/PWR
RELOCATED
RS485/PWR
EXISTING
CONTROLLER
COMMANDER
TRAFFICWARE
CONTROLLER
COMMANDER
TRAFFICWARE
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/20215/21/2021
36734_plan_001.shtNOTES:
SS01LENRAMJFRSTA 60+50 - 152+50EAGLE RD SIGNING & PAVEMENT MARKING PLANFABRICATION.
FIELD PRIOR TO
DETERMINED IN THE
VALUES SHALL BE
APPROXIMATE. FINAL
POST LENGTHS ARE
FOR SIGN POST DETAILS.
DRAWINGS 616-7, AND 616-10
3. SEE ITD STANDARD
LANDSCAPE AREA.
FINISHED PAVED SHOULDER OR
OF THE LOWEST SIGN ABOVE
2. COLUMN "E" IS THE BOTTOM
POST
CURB TO CENTERLINE OF FIRST
FROM SHOULDER OR FACE OF
1. COLUMN "C" IS THE DISTANCE
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/20215/21/2021
20 0 4020
SCALE (FEET)STA 60+50 - 64+5036734_plan_002.shtMATCH LINE STA 64+50EAGLE ROAD / SH 55
panelStyle:regulatory.ssipanelName:R3-7RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x30panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
630-025A
Sta. 64+50 Lt.
Sta. 63+81 Lt. to
162 FT, White,LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANPROTECT
RETAIN AND
SS.02+08+61
+52
+01+81+07
+58+21+63Long Pav Marking Paint
(Stop bars)
Sta. 202+58 Rt.
Sta. 202+07 Rt. to
Sta. 63+21 Lt.
Sta. 63+01 Lt. to
Sta. 63+01 Lt.
Sta. 62+63 Lt. to176 SF,
(Crosswalks)
Sta. 203+39 Rt.
Sta. 202+03 Rt. to
Sta. 63+50 Lt.
Sta. 62+66 Lt. to546 SF,
(Lane Arrow)
Sta. 201+61 Lt.
Sta. 201+52 Lt.
Sta. 201+52 Rt.
Sta. 64+08 Lt.59 SF,
630-020B
630-025A
630-020B
630-20B
630-020B
630-020B
630-020B
603 SF Sta. 62+63 to Sta. 64+50
630-025B
Thermoplastic
Long Pav Marking Paint
(Extension)
Sta. 63+30 Lt. 5 FT,
630-25A
203-130B
S630-020B
Thermoplastic
Trans Pav Marking ROADFRANKLINE(2'X6')
WHITE DOTTED
EXISTING 4"
(2'X6')
DOTTED
4" WHITE
202+07
62+66
24" WHITE
PROTECT
RETAIN AND
4" WHITE
EXISTING
BETWEEN)
(9' LONG/4' SPACE
CROSSWALK STRIPE
CONTINENTAL
EXISTING 24" WHITE
EXSTING EOP
(9' DASH/4' SPACE BETWEEN) STRIPE
24" WHITE CONTINENTAL CROSSWALK
DOUBLE YELLOW
EXISTING 4"
(7' x 18')
4" WHITE BROKEN
EXISTING
(8' LONG/4' SPACE BETWEEN)
CROSSWALK STRIPE
24" WHITE MODIFIED CONTINENTAL
24" WHITE
(12' x 38')
WHITE BROKEN
EXISTING 4"
G
4" WHITE
630-025A
6" WHITE
15'11'12'12'12'12'14'
15'12'12'12'12'12'15'12'13'11'2'2'11'13'12'12'12'12'8'12'12'13'2'2'12'12'12'12'12'12'4'4'630-025A
(12' x 38')
BROKEN
4" WHITE
YELLOW
EXISTING 4"
(7' x 18')
WHITE BROKEN
EXISTING 4"
4' SPACE BETWEEN)
(9' LONG/
CROSSWALK STRIPE
CONTINENTAL
EXISTING 24" WHITE
EXISTING
EXISTING
8" WHITE
EXISTING
YELLOW
DOUBLE
EXISTING 4"
(7' x 18')
BROKEN
4" WHITE
EXISTING
24" WHITE
EXISTING
EXISTING
4" WHITE
EXISTING
(12' x 38')
WHITE BROKEN
EXISTING 4"
EXISTING
8" WHITE
EXISTING
EXISTING
(12' x 38')
WHITE BROKEN
EXISTING 4"
YELLOW
EXISTING 4"
24" WHITE
EXISTING
WHITE
EXISTING 8"
24" WHITE
EXISTING
630-020B (7' x 18')
BROKEN
4" WHITE
EXISTING
8" WHITE
EXISTING
8" WHITE
EXISTING
EXISTING
4" WHITE
EXISTING
24" WHITE
EXISTING
63+65
202+04
(12' x 38')
BROKEN
4" WHITE
EXISTING
63+76
203+39
202+14
63+50
24" WHITE
EXISTING
(2'X6')
DOTTED
4" WHITE
630-25B
+62
61
6463
203202204SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/202184INTERSTATEIDAHOOUTHS55TO5/21/2021
STA 64+50 - 68+5036734_plan_003.shtMATCH LINE STA 64+50MATCH LINE STA 68+5020 0 4020
SCALE (FEET)
EAGLE ROAD / SH 55
EXISTING
RIGHT LANEMUSTTURN RIGHT630-025A
Sta. 68+50 Lt.
Sta. 64+50 Lt. to
817 FT, White,
616-080A
134 SF
LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANSS.03+69+44MILEMILE1
7337630-020B
(ONLY)
Sta. 65+69 Lt.
22 SF, White,
(Lane Arrow)
Sta. 67+44 Lt.
15 SF, White,4''12''12''12''12''12''12''2''2''13''8''12''12''12''12''12''2'
'2'
'12''12''12''616-080A
630-025A630-025A
630-025A630-020B
Long Pav Marking Paint
Thermoplastic
Trans. Pav marking
Remove and Reinstall Sign
Sta. 65+86, 81.0 Lt.1 Ea.,
630-025A
203-130B
203-135A Remove Sign
Sta. 67+43, 62.5 Rt.
1 Ea.
REMOVE
203-135AVEHICLES TOFENDER BENDER?DRIVE DAMAGEDSHOULDERWHITE
EXISTING 4"
(12' x 38')
WHITE BROKEN
EXISTING 4"
(3' x 9')
WHITE DOTTTED
EXISTING 8"
(12' x 38')
4" WHITE BROKEN
(3' x 9')
WHITE DOTTED
EXISTING 8"
4" WHITE 6" WHITE
8" WHITE
EXISTING
81.0' LT
STA 65+86
REINSTALL
REMOVE AND
PROTECT
RETAIN AND
YELLOW
EXISTING 4"
PROTECT
RETAIN AND
(12' x 38')
WHITE BROKEN
EXISTING 4"
630-020B
(3' x 9')
6" WHITE DOTTED
EXISTING
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/202168656766 5/21/2021
MATCH LINE STA 68+5020 0 4020
SCALE (FEET)STA 68+50 - 72+5036734_plan_004.shtMATCH LINE STA 72+50EAGLE ROAD / SH 55
STOP DO NOTBLOCKINTERSECTIONpanelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1 panelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1STOP
50LIMITSPEED2
RR630-025A
616-080A
ONLY LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANSS.04+63+59+85630-020B
12'12'12'11'12'12'12'12'4'2'2'2'2'8'12'12'12'11'13'12'12'8'10'630-25A 630-25A 630-025A
630-020B
630-025A
630-025A
(Stop Bars)
Sta. 68+50 to Sta. 72+50244 SF
203-135A Remove Sign
Long Pav Marking Paint
Thermoplastic
Trans Pavt Markings
+93Remove and Reinstall Sign
616-080A
Sta. 72+50 Lt.
Sta. 68+50 Lt. to
411 FT, White,
203-130B
616-010A New sign Type B
Sta. 71+35, 82.9' Rt.4 SF
Sta. 70+78, 79.0' Lt.4 SF
203-135A
S203-130B
616-080A
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-010A
ONLY203-135A
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-010A
ONLY
203-135A
3ONLY (Stop Bar)
Sta. 70+85 to 71+0948 SF
Sta. 71+35, 82.9' Rt.1 Ea.
Sta. 70+77.5, 80.9' Lt.1 Ea.
WHITE
EXISTING 4"
(3' x 9')
WHITE DOTTED
EXISTING 8"
4" YELLOW
EXISTING
EXISTING 24" WHITE
EXISTING
24" WHITE
EXISTING
16" WHITE 8'x20',6' R
RAILROAD XING
EXISTING
EXISTING
8" WHITE
EXISTING EXISTING
24" WHITE
EXISTING
4" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" YELLOW
EXISTING
24" WHITE
EXISTING
REMOVE S203-130B
24" WHITE
EXISTING
REMOVE
8" WHITE
EXISTING
4" WHITE
80.9' LT
STA 70+77.5
REINSTALL
REMOVE AND
80.9' LT
STA 70+77.5
R3-5R
REMOVE
80.9' LT
STA 71+77.5
24" x 24"
R3-2
INSTALL
(12' x 38')
BROKEN
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
4" WHITE
4" YELLOW
EXISTING
EXISTING
(3' x 9')
6" WHITE DOTTED
82.9' RT
STA 71+35
R3-5R
REMOVE
82.9' RT
STA 71+35
24" x 24"
R3-2
INSTALL
Sta. 71+35, 82.9' Rt.1 Ea.
Sta. 70+78, 79.0' Lt.1 Ea.
Sta. 71+60, 61.6' Lt.1 Ea.
EXISTING
PROTECT
RETAIN AND
PROTECT
RETAIN AND
24" WHITE*
PROTECT
RETAIN AND
61.6' LT
STA 71+60
REMOVE
(12' x 38')
BROKEN
4" WHITE
PLACE.
VERIFY SIGNS ARE IN
CONTRACTOR SHALL
HAVE BEEN REMOVED.
OF FIELD VISIT. MAY
SIGN MISSING AT TIME
NOTE:
(3' x 9')
DOTTED
8" WHITE
EXISTING
82.9' RT
STA. 71+35,
REINSTALL
REMOVE AND
panelStyle:guide_exp_advance_a(KAI).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:guide_exp_advance_a(KAI).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Eagle RdpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Eagle RdpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 3RRRRRR7169
70
72
5/21/20215/21/2021
MATCH LINE STA 72+50STA 72+50 - 76+5036734_plan_005.shtMATCH LINE STA 76+50EAGLE ROAD / SH 55
20 0 4020
SCALE (FEET)
4" YELLOW
EXISTING
630-025A
Sta. 76+50 Rt.
Sta. 72+50 Rt. to
451 FT, White,
134 SF
LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANSS.05+63630-020B
630-025A 630-020B 630-025A
+30+85Long Pav Marking Paint
Thermoplastic
Trans Special Pav Marking
(Stop Bar)
Sta. 75+63 Lt.
24 S.F. White
203-130B
EXISTING
(3' x 9')
DOTTED
8" WHITE
EXISTING
(3' x 9')
BROKEN
4" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
630-025A
4" WHITE
EOP
EXISTING24" WHITE
(12' X 38')
BROKEN
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" WHITE
EXISTING
YELLOW
4" DOUBLE
EXISTING
4" YELLOW
EXISTING
24" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" WHITE
EXISTING
4" YELLOW
EXISTING
YELLOW
4" DOUBLE
EXISTING
4" YELLOW
EXISTING
24" WHITE
EXISTING
12'12'15'10'14'12'12'8'2'2'2'2'12'8'13'12'11'12'12'8'12'4" WHITE
630-025A
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 37574 7673
5/21/20215/21/2021
MATCH LINE STA 76+50GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-010A
ONLY203-135A
STA 76+50 - 80+5036734_plan_006.shtMATCH LINE STA 80+50EAGLE ROAD / SH 55
20 0 4020
SCALE (FEET)DO NOTBLOCKINTERSECTIONSTOP630-025A
Sta. 80+50 Lt.
Sta. 76+50 Lt. to
586 FT, White,
616-010A
630-020B
LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANSS.06
4
5
+34+67+84+07+36630-025A630-025A
616-080A
616-080A
630-020B
203-130B
Sta. 80+50 Lt.
Sta. 76+50 Lt.245 SF
Long Pav Marking Paint
Thermoplastic
Trans Special Pav Marking
(Railroad Cross Buck)
Sta. 79+67 Lt.65 SF,
(Stop Bars)
Sta. 79+84 Lt.
Sta. 79+34 Lt.48 SF,
REMOVE
S203-135A
203-130B
203-130B
616-080A
Sta. 80+49, 62.0' Lt.1 Ea.,
Sta. 79+55, 61.9' Lt.1 Ea.,
Remove and Reinstall Sign
New Sign Type B
Sta. 80+49, 62.0' Lt.4 SF,
203-135A Remove Sign
Sta 80+49, 62.0' Lt1 Ea.,
Sta 80+06, 57.0' Rt1 Ea.,ONLY2'2'2'2'8'12'12'13'12'13'12'8'8'12'12'13'12'12'13'8'24" WHITE
EXISTING
REMOVE
REMOVE 24" WHITERR
4" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
4" YELLOW
EXISTING 24" WHITE
4" YELLOW
EXISTING
24" WHITE
EXISTING
EXISTING
61.9' LT
STA 79+55
REINSTALL
REMOVE AND
62.0' LT
STA 80+49
24" x 24"
R3-2
INSTALL
62.0' LT
STA 80+49
R3-5R
REMOVE
62.0' LT
STA 80+49
REINSTALL
REMOVE AND
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 380797877RRRRRR
5/21/20215/21/2021
6
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-010A
ONLY
203-135A
616-080A
STA 80+50 - 84+5036734_plan_007.shtMATCH LINE STA 84+50MATCH LINE STA 80+5020 0 4020
SCALE (FEET)
20 0 4020
SCALE (FEET)
EAGLE ROAD / SH 55
STOP
ONLY
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Commercial StpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Commercial StpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
630-025A
Sta. 84+50 Lt.
Sta. 80+50 Lt. to
645 FT, White,
630-020B
LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANSS.07+81+48+47+36+54+58(Lane Arrows)
Sta. 83+54 Lt.
Sta. 81+48 Lt.30 SF,
(ONLY)
Sta. 82+47 Lt.22 SF,
(Stop Bar)
Sta. 80+61 Lt.40 SF,
203-135A
616-080A+61630-025A
Sta. 84+50 Lt.
Sta. 80+50 Lt. to426 SF
Long Pav Marking Paint
Thermoplastic
Trans Pav Marking
630-020B630-020B
S203-130B
S203-130B
203-130B
Sta. 81+20, 70.6' Rt.1 Ea.,
Remove and Reinstall Sign
Sta. 81+24, 64.0' Rt.1 Ea.,
Remove Sign
(12' x 38')
BROKEN
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
630-025A
4" WHITE
630-025A
6" WHITE
630-025A
(3' x 9')
DOTTED
6" WHITE
4" YELLOW
EXISTING
(3' x 9')
DOTTED
8" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" WHITE
EXISTING
24" WHITE
EXISTING
REMOVE
64.0' RT
STA 81+24,
24" x 24"
R3-2
INSTALL
64.0' RT
STA 81+24,
R3-5R
REMOVE
STA 81+24, 64.0' RT
REINSTALL SIGN
REMOVE AND
24" WHITE
EXISTING
24" WHITE
EXISTING
REMOVE
24" WHITE
630-020B
YELLOW
EXISTING 4"12'12'14'3'18'13'12'12'8'2'2'2'2'6'12'12'12'12'12'12'12'8'630-020B
616-010A New Sign Type B
Sta. 81+24, 64.0' Rt.4 SF
2'SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 3+81 8382 84
5/21/20215/21/2021
STA 84+50 - 88+5036734_plan_008.shtMATCH LINE STA 88+50MATCH LINE STA 84+50EAGLE ROAD / SH 55
20 0 4020
SCALE (FEET)50LIMITSPEED2'panelStyle:regulatory.ssipanelName:R3-7RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x30panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
GS43:1panelStyle:regulatory.ssipanelName:R5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:30x30,STD.:30x30,EXP.:36x36,SPCL.:48x48panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
630-025A
Sta. 88+50 Lt.
Sta. 84+50 Lt. to
554 FT, White,LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANPROTECT
RETAIN AND
PROTECT
RETAIN AND
SS.08
8
+11+63+84+86+43STOP7
12'12'6'13'2'2'12'8'12'12'12'13'2'11'12'12'12'12'12'4'616-010A
616-080A
630-020B
13'11'11'Long Pav Marking Paint
Thermoplastic
Trans Pav Marking
616-080A
630-020B
203-135A
630-020B
+25616-080A
630-025A New Sign Type B
Remove & Reinstall Sign
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
203-130B
203-130B
(ONLY)
Sta. 86+63 Lt.22 SF,
(Lane Arrow)
Sta. 87+25 Lt.
Sta. 86+11 Lt.30 SF,
(Stop Bar)
Sta. 85+34 Lt.
Sta. 85+12 Lt. to44 SF,
Sta. 85+50Sta. 84+50 to524 SF,
(3' x 9')
DOTTED
6" WHITE
630-025A
630-025A
6" WHITE
4" WHITE
630-025A
(12' x 38')
BROKEN
4" WHITE
69.0' LT
STA 87+93
REINSTALL
REMOVE AND
STOP SIGN)
(BELOW
24" x 24"
R3-2
INSTALL
67.3' LT
STA 84+99
REINSTALL
REMOVE AND
630-025A630-025A
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
EXISTING
(3' x 9')
DOTTED
8" WHITE
EXISTING EXISTING EXISTING
(3' x 9')
DOTTED
4" WHITE
EXISTING
8" WHITE
EXISTING
203-135A Remove Sign
Sta. 86+02, 60.0' Lt.1 Ea.,
Sta. 84+99, 67.3' Lt.4 SF,
Sta 87+93, 69.0' Lt.1 Ea.,
Sta 84+99, 67.3' Lt.1 Ea.,
EXISTING
8" WHITE
EXISTING
4" YELLOW
EXISTING
4" WHITE
EXISTING
EXISTING
EXISTING
4" WHITE
(12' x 38')
BROKEN
4" WHITE
630-020B
630-020B
4" WHITE
EXISTING
REMOVE
24" WHITE
YELLOW
EXISTING 4"
616-010A
REMOVE
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 385 86 8887
5/21/20215/21/2021
(7' x 18')
WHITE BROKEN
EXISTING 4"
EXISTING
(7' x 18')
WHITE BROKEN
EXISTING 4"
4" WHITE
EXISTING
YELLOW
4" DOUBLE
EXISTING
8" WHITE
EXISTING
6" WHITE
4" WHITE
(12' x 38')
BROKEN
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
LONG/ 4' SPACE BETWEEN)
CROSSWALK STRIPE (9'
24" WHITE CONTINENTAL
24" WHITE
24" WHITE
EXISTING
8" WHITE
EXISTING
EXISTING
(3' x 9')
WHITE DOTTED
EXISTING 8"
EXISTING
STA 88+50 - 92+5036734_plan_009.shtMATCH LINE STA 92+50MATCH LINE STA 88+5020 0 4020
Scale (Feet)BIKE LANERIGHT LANEMUSTTURN RIGHT50LIMITSPEEDRIGHT LANEMUSTTURN RIGHTBIKE LANE
8'12'11'11'13'12'11'8'
6'
12'13'12'12'12'12'
5'
12'2'2'RIGHT LANEMUSTTURN RIGHT630-025A
630-020B
E. PINE AVE.LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLAN12'12'12'12'11'13'2'13'12'12'9'REMOVE
SS.09
24" WHITE
+53+39+74
+84
+26+11
+01
+04+44+69+80Sta. 92+50 Lt.
Sta. 90+29 Lt. to
Sta. 88+80 Lt.
Sta. 88+50 Lt. to
479 FT, White,'4'12'12'12'12'12'12'2'14'1212'7'+434'203-135A
630-025A
630-025A
630-020B
630-020B
630-020B
630-020B
630-020B
630-020B
630-020B
630-020B
Sta. 88+50 to Sta. 92+501049 SF
Long Pav Marking Paint
Thermoplastic
Trans Pav Marking
(Stop Bars)
Sta. 89+69 Rt.
Sta. 89+04 Rt. to
Sta. 29+87 Rt.
Sta. 29+34 Rt. to234 SF,
(Crosswalks)
Sta. 89+95 Lt.
Sta. 89+09 Lt. to
Sta. 29+55 Lt.
Sta. 29+40 Lt. to
Sta. 30+57 Rt.
Sta. 29+36 Rt. to576 SF,
(ONLY)
Sta. 91+39 Lt.22 SF,
(Lane Arrow)
Sta. 92+43 Lt.
Sta. 90+53 Lt.
Sta. 28+74 Rt.
Sta. 28+74 Lt.
Sta. 28+84 Lt.73 SF,
630-025B
(Extension)
Sta. 89+59 Lt.3 LF,
Thermoplastic
Long Pav Marking Paint
630-020B
630-025A
203-130B
630-025A
630-020B
630-020B
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" WHITE
EXISTING EXISTING
4" YELLOW
EXISTING
BETWEEN)
LONG/4' SPACE
STRIPE (9'
CROSSWALK
CONTINENTAL
24" WHITE
EXISTING
(2' x 6')
WHITE DOTTED
EXISTING 4"
24" WHITE
EXISTING
90+15
30+57
WHITE
EXISTING 8"
WHITE
EXISTING 24"
8" WHITE
EXISTING
WHITE
EXISTING 24"
8" WHITE
EXISTING
4" YELLOW
EXISTING
(12' x 38')
4" WHITE BROKEN
88+90
29+55
4" WHITE
88+89
29+40 29+24
89+09BETWEEN)
SPACE
LONG/ 4'
STRIPE (9'
CROSSWALK
CONTINENTAL
24" WHITE
630-020B
(2' x 6')
DOTTED
4" WHITE
4" WHITE
EXISTING
(7' x 18')
WHITE BROKEN
EXISTING 4"
EXISTING
EXISTING
WHITE
EXISTING 8"
DOUBLE YELLOW
EXISTING 4"
WHITE
EXISTING 4"
(7' x 18')
BROKEN
4" WHITE
EXISTING
SPACE BETWEEN)
STRIPE* (8' LONG/ 4'
CONTINENTAL CROSSWALK
24" WHITE MODIFIED
90+13.5
29+35.5
203-135A Remove Sign
Sta. 91+26.3, 61.6' Lt.1 Ea.,
29+21
89+95
BETWEEN)
4' SPACE
(9' LONG/
STRIPE
CROSSWALK
CONTINENTAL
WHITE
EXISTING 24"
(12' x 38')
WHITE BROKEN
EXISTING 4"
24" WHITE
EXISTING
EAGLE ROAD / SH 55
PROTECT
RETAIN AND
PROTECT
RETAIN AND
PROTECT
RETAIN AND
PROTECT
RETAIN AND
PROTECT
RETAIN AND REMOVE
630-025B
(2' x 6')
DOTTED
4" WHITE
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 3+3029319089 91 92
5/21/20215/21/2021
9
(3' x 9')
DOTTED
6" WHITE 4" WHITE
(12' x 38')
BROKEN
4" WHITE
(12' x 38)
BROKEN
WHITE
EXISTING 4"
61.5' LT
STA 94+98
REINSTALL
REMOVE AND
YELLOW
EXISTING 4"
(3' x 9')
WHITE DOTTED
EXISTING 8"
WHITE
EXISTING 4"
(12' x 38)
WHITE BROKEN
EXISTING 4"
YELLOW
EXISTING 4"
WHITE
EXISTING 4"
WHITE
EXISTING 8"EXISTING
(3' x 9')
WHITE DOTTED
EXISTING 8"
PROTECT
RETAIN AND
STA 92+50 - 96+5036734_plan_010.shtMATCH LINE STA 96+50MATCH LINE STA 92+5020 0 4020
Scale (Feet)RIGHT LANEMUSTTURN RIGHT630-025A
Sta. 96+50 Rt.
Sta. 92+50 Rt. to
532 FT, White,
134 SF
LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLAN8'12'12'11'9'7'15'12'11'12'19'12'12'22'2'14'12'12'7'SS.10+53+93630-025A
Long Pav Marking Paint
203-130B
NODRIVINGONSHOULDER616-080A
616-080A
Sta. 94+98, 61.5' Lt.1 Ea.,
Remove and Reinstall Sign
630-025A 630-025A
EAGLE ROAD / SH 55
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 39594 9693
5/21/20215/21/2021
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-010A
ONLY
203-135A
616-080A STA 96+50 - 100+5036734_plan_011.shtMATCH LINE STA 96+5020 0 4020
Scale (Feet)MATCH LINE STA 100+50STOP
ONLY
STOP
panelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
PROTECT
RETAIN AND
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Presidential DrpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Presidential DrpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
630-025A
134 SF
LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANSS.11
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
Sta. 100+50 Lt.
Sta. 96+50 Lt. to
496 FT, White,
Long Pav Marking Paint
630-025A
203-130B
NODRIVINGONSHOULDER616-080A
59.5' LT
STA 98+37
REINSTALL
REMOVE AND
616-080A Remove and Reinstall Sign
10
203-135A
Sta. 98+39, 78.7' Rt.1 Ea.,
Remove Sign
616-010A Install Sign
Sta. 98+39, 78.7' Rt.4 SF
YELLOW
EXISTING 4"
WHITE
EXISTING 8"4" WHITE
630-025A
(12' x 38')
BROKEN
4" WHITE
(12' x 38')
WHITE BROKEN
EXISTING 4"EXISTING
(3' x 9')
WHITE DOTTED
EXISTING 8"2'2'2'2'13'12'12'8'12'12'12'13'4'8'12'12'12'12'14'11'10'(12' x 38)
BROKEN
WHITE
EXISTING 4"
EXISTING
WHITE
EXISTING 4"
WHITE
EXISTING 8"
EXISTING
PROTECT
RETAIN AND
STA 98+39, 78.7' RT
REINSTALL SIGN
REMOVE AND
78.7' RT
STA 98+39,
R3-5R
REMOVE
78.7' RT
STA 98+39,
24" x 24"
R3-2
INSTALL
WHITE
EXISTING 24"
BETWEEN)
(9' LONG/4' SPACE
STRIPE
CROSSWALK
CONTINENTAL
EXISTING 24" WHITE
(12' x 38)
WHITE BROKEN
EXISTING 4"
WHITE
EXISTING 4"
(3' x 9')
WHITE DOTTED
EXISTING 8"
YELLOW
EXISTING 4"
EXISTING EXISTING
STA 98+39, 78.7' Rt.1 Ea.,
Sta. 98+37, 59.5' Lt.1 Ea.,
YELLOW
EXISTING 4"
(3' x 9')
WHITE DOTTED
EXISTING 4"
11
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 310099
98
97
5/21/20215/21/2021
36734_plan_012.sht20 0 4020
Scale (Feet)MATCH LINE STA 104+50MATCH LINE STA 100+50STA 100+50 - 104+50EAGLE ROAD / SH 55
RIGHT LANEMUSTTURN RIGHT630-025A
Sta. 104+50 Lt.
Sta. 100+50 Lt. to
496 FT, White,
134 SF
LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANPROTECT
RETAIN AND
SS.12
Long Pav Marking Paint
630-025A
203-130B
(3' x 9')
WHITE DOTTED
EXISTING 8"
YELLOW
EXISTING 4"
(12' x 38')
WHITE BROKEN
EXISTING 4"
(12' x 38')
BROKEN
4" WHITE
630-025A
4" WHITE
WHITE
EXISTING 4"
(12' x 38')
WHITE BROKEN
EXISTING 4"
(3' x 9')
WHITE DOTTED
EXISTING 8"
YELLOW
EXISTING 4"EXISTING
WHITE
EXISTING 4"
WHITE
EXISTING 8"EXISTING2'2'2'2'12'8'12'12'11'10'12'12'12'8'13'12'12'10'12'12'12'4'SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 3101 103102 104
5/21/20215/21/2021
36734_plan_013.sht20 0 4020
Scale (Feet)MATCH LINE STA 108+50MATCH LINE STA 104+50STA 104+50 - 108+50EAGLE ROAD / SH 55
STOP
ONLY RIGHT LANEMUSTTURN RIGHTSTOPpanelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Florence StpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Florence StpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
630-025A
630-020B
Sta. 108+50 Lt.
Sta. 104+50 Lt. to
445 FT, White,
280 SF
LENRAMJFROblt Pav Markings
SS.13
12
+65+40+17+17+51+75+40+27GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-080A
630-25A
616-080A
630-020B
203-135A
630-025A
630-020B
Long Pav Marking Paint
(ONLY)
Sta. 107+40 Lt.22 SF,
(Lane Arrow)
Sta. 108+17 Lt.
Sta. 106+65 Lt.30 SF,
(Stop Bar)
Sta. 105+75 Lt.
Sta. 105+51 Lt. to48 SF,
Thermoplastic
Trans Pav Marking
Remove and Reinstall Sign
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-010A
ONLY
203-135A
203-130B
Remove Sign203-135A
616-010A New Sign Type BONLY
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-010A
ONLY
203-135A
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-010A
ONLY
203-135A
13
Sta. 106+07, 70.4' Rt.4 SF,
Sta. 105+29, 61.1' Lt.4 SF,EAGLE RD SIGNING & PAVEMENT MARKING PLAN61.1' LT
STA 105+29
24" x 24"
R3-2
INSTALL
61.1' LT
STA 105+29
R3-5R
REMOVE
61.1' LT
STA 105+29
REINSTALL
REMOVE AND
4" WHITE
630-25A
(12' x 38)
BROKEN
4" WHITE 4" WHITE
630-025A
(3' x 9')
DOTTED
6" WHITE
630-020B
PROTECT
RETAIN AND
REMOVE
(12' x 38')
WHITE BROKEN
EXISTING 4"
630-020B 630-020B 2'2'2'12'8'12'12'12'12'12'12'12'4'12'12'13'12'2'1'12'12'12'9'Sta. 105+29, 61.1' Lt.1 Ea.,
6" WHITE
630-025A
4" YELLOW
EXISTING
4" YELLOW
EXISTING
(12' x 38')
BROKEN
WHITE
EXISTING 4"
BETWEEN)
(9' LONG/4' SPACE
CROSSWALK STRIP
CONTINENTAL
EXISTING 24" WHITE
WHITE
EXISTING 4"
8" WHITE
EXISTING
EXISTING
EXISTING
(12' x 38')
WHITE BROKEN
EXISTING 4"
PROTECT
RETAIN AND PROTECT
RETAIN AND
4" YELLOW
EXISTING
4" WHITE
EXISTING
(3' x 9')
WHITE DOTTED
EXISTING 8"
24" WHITE
EXISTING
70.4' RT
STA 106+07,
PROTECT SIGN
RETAIN AND
24" x 24"
R3-2
INSTALL
Sta. 108.05, 53.8' Lt.1 Ea.,
Sta. 106+07, 70.4' Rt.1 Ea.,
Sta. 105+29, 61.1' Lt.1 Ea.,
24" WHITE
R3-5R
REMOVE
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 3105 106 108107
5/21/20215/21/2021
36734_plan_014.sht20 0 4020
Scale (Feet)MATCH LINE STA 112+50MATCH LINE STA 108+50STA 108+50 - 112+50EAGLE ROAD / SH 5550LIMITSPEED
HIGHWAY
PROGRAM
ADOPT-A
SPONSORS
NAME
14
2'2'2'2'55IDAHO630-025A
616-080A
Sta. 112+50 Lt.
Sta. 108+50 Lt. to
310 FT, White,LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLANPROTECT
RETAIN AND
SS.14+68+34STOPONLYRIGHT LANEMUSTTURN RIGHTPROTECT
RETAIN AND12'12'13'12'12'9'12'8'8'12'12'12'11'11'12'12'12'Sta. 112+50 Lt.
Sta. 108+50 Lt. to211 SF
Long Pav Marking Paint
616-080A
Remove and Reinstall Sign
630-025A
203-130B
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
616-010A
ONLY
203-135A
616-010A New Sign Type B
Sta. 110+47, 69.8' Lt.4 SF
203-135A Remove Sign
Sta. 110+47, 69.8' Lt.1 Ea.,
Sta. 109+69, 66.3' Lt.1 Ea.,
616-080A
PROTECT
RETAIN AND
4" YELLOW
EXISTING4" WHITE
630-025A
69.8' Lt.
STA 110+47,
REINSTALL
REMOVE AND
69.8' Lt.
STA 110+47,
24" x 24"
R3-2
INSTALL
69.8' Lt.
STA 110+47,
R3-5R
REMOVE
66.3' LT
STA 109+69
REINSTALL
REMOVE AND
(3' x 9')
DOTTED
6" WHITE
630-025A
4" WHITE
EXISTING
(3' x 9')
DOTTED
8" WHITE
EXISTING
8" WHITE
EXISTING
8" WHITE
EXISTING
(12' x 38)
BROKEN
4" WHITE
EXISTING
Sta. 110+47, 69.8'1 Ea.,
24" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" WHITE
EXISTING
EXISTING
4" YELLOW
EXISTING
15
3'SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 3110109 111 112
5/21/20215/21/2021
36734_plan_015.sht20 0 4020
Scale (Feet)MATCH LINE STA 116+90MATCH LINE STA 112+50STA 112+50 - 116+9013'
5'
12'12'12'12'13'
6'
12'12'12'9'
6'
12'12'12'
7'
13'11'12'12'12'
5'
12'
EAGLE ROAD / SH 55RIGHT LANEMUSTTURN RIGHTRIGHT TURN LANEBEGINYIELD TO BIKESpanelStyle:regulatory.ssipanelName:R4-7panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:18x24,STD.:24x30,EXP.:36x48,FWY.:48x60panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
BIKE LANE
panelStyle:regulatory.ssipanelName:R4-7panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:18x24,STD.:24x30,EXP.:36x48,FWY.:48x60panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
HIGHWAY
PROGRAM
ADOPT-A
SPONSORS
NAMERIGHT LANEMUSTTURN RIGHT2'2'panelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
16
630-025A
616-080A
Sta. 115+15 Lt.
Sta. 112+50 Lt. to
329 FT, White,LENRAMJFROblt Pav Markings
EAGLE RD SIGNING & PAVEMENT MARKING PLAN24" WHITE
SS.15
+77
+31panelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
Sta. 115+33, 103.3' Lt.1 Ea.,+15630-020B
+40+95+98+188'12'12'12'2'2'11'11'12'12'12'13'616-080A
630-025A
630-025A
630-020B
630-020B
630-020B
Sta. 115+31 to Sta. 116+50
664 SF, White,
Long Pav Marking Paint
Thermoplastic
Trans Pav Marking
203-135A Remove Existing Sign
Sta. 113+32, 66.0' Lt1 Ea.,
Remove and Reinstall Sign
630-025B
(Stop bars)
Sta. 116+18 Lt.
Sta. 115+98 Lt. to
Sta. 115+95 Lt.
Sta. 115+40 Lt. to150 SF,
(Lane Arrow)
Sta. 18+77 Lt.15 SF,
(Crosswalks)
Sta. 116+74 Lt.
Sta. 115+39 Lt. to
Sta. 19+49 Lt.
Sta. 19+37 Lt. to450 SF,
(Extension)
Sta. 116+364 LF,
Thermoplastic
Long Pav Marking
203-135A
203-130B
4" YELLOW
EXISTING
630-025A
REMOVE
103.3' LT
STA 115+33
REINSTALL
REMOVE AND
EXISTING
(7' x 18')
WHITE BROKEN
EXISTING 4"
EXISTING
4" WHITE
EXISTING
8" WHITE
EXISTING
4" YELLOW
EXISTING
(7' x 18')
WHITE BROKEN
EXISTING 4"
4" WHITE
EXISTING
EXISTING
PROTECT
RETAIN AND
PROTECT
RETAIN AND
(12' x 38')
WHITE BROKEN
EXISTING 4"
YELLOW
EXISTING 4"EXISTING
8" WHITE
EXISTING
EXISTING
PROTECT
RETAIN AND
PROTECT
RETAIN AND
(2' x 4')
WHITE DOTTED
EXISTING 4"
(7' x 18')
WHITE BROKEN
EXISTING 4"
YELLOW
EXISTING 4"
PROTECT
RETAIN AND
WHITE
EXISTING 8"
(7' x 18')
WHTE BROKEN
EXISTING 4"
WHITE
EXISTING 8"
EXISTING
EXISTING 24" WHITE
WHITE
EXISTING 24"
4' SPACE BETWEEN)
(9' LONG/
CROSSWALK STRIP
CONTINENTAL
EXISTING 24" WHITE
19+45
BETWEEN)
(9' LONG/4' SPACE
CROSSWALK STRIPE
24" WHITE CONTINENTAL
19+37
115+39
SPACE BETWEEN)
(9' LONG/4'
STRIP
CROSSWALK
CONTINENTAL
24" WHITE
8" WHITE
EXISTING
8" WHITE
EXISTING
(2' x 6')
DOTTED
4" WHITE
(2' x 6')
WHITE DOTTED
EXISTING 4"
116+74
(12' x 38')
BROKEN
4" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
PROTECT
AND
RETAIN
PROTECT
AND
RETAIN
(2' x 6')
WHITE DOTTED
EXISTING 4"AVE.E. FAIRVIEW4" WHITE
630-025A
(2' x 6')
DOTTED
4" WHITE
630-025B
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 3+116115114113
2120195/21/20215/21/2021
75.5' LT
STA 117+17
REINSTALL
REMOVE AND
75.0' LT
STA 118+43
REINSTALL
REMOVE AND
REMOVE
REMOVE
PROTECT
RETAIN AND
PROTECT
RETAIN AND
PROTECT
RETAIN AND
36734_plan_016.shtSS.162004020
Scale (Feet)MATCH LINE STA 120+50MATCH LINE STA 116+90STA 116+90 - 120+50EAGLE ROAD / SH 55
RIGHT LANEMUSTTURN RIGHTINTERSTATE55LIMITSPEEDRIGHT LANEMUSTTURN RIGHT17
RAMLENJFR84TO+33+78+24+14+08MILEMILE18
630-020B
Sta. 115+15 Lt.
Sta. 112+50 Lt. to
747 FT, White,
630-025A
Oblt Pav Markings
616-080A
(Stop Bar)
Sta. 117+08 Lt.32 SF,
(ONLY)
Sta. 118+78 Lt.22 SF,
(Lane Arrows)
Sta. 120+14 Lt.
Sta. 117+33 Lt.30 SF,
(Crosswalks)
Sta. 19+42 Lt.
Sta. 19+34 Lt. to36 SF,
616-080A
203-135A
630-025A630-025A630-025A
KLEINER TRUST B
616-080A
630-020B
630-020B
Sta. 120+50 Lt.
Sta. 117+08 Lt. to380 SF,
Long Pav Marking Paint
Thermoplastic
Trans Pav Marking
Remove and Reinstall Sign
203-130B
RIGHT TURNON REDU-TURNYIELD TOMUSTEAGLE RD SIGNING & PAVEMENT MARKING PLAN4" WHITE
(12' x 38)
BROKEN
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING 6" WHITE
(3' x 9')
DOTTED
6" WHITE38203-135A
4" YELLOW
EXISTING24" WHITE
630-020B
BETWEEN)
(9' LONG/4' SPACE
CROSSWALK STRIPE
CONTINENTAL
EXISTING 24" WHITE
(12' x 38')
WHITE BROKEN
EXISTING 4"
YELLOW
EXISTING 4"
(3' x 9')
WHITE DOTTED
EXISTING 8"EXISTING
8" WHITE
EXISTING
4" WHITE
EXISTING
116+93 (Eagle Rd)
19+34 (Fairview Ave)
4' SPACE BETWEEN)
(9' LONG/
CROSSWALK STRIPE
24" WHITE CONTINENTAL
116+94 (Eagle Rd)
19+42 (Fairview Ave)
WHITE
EXISTING 24"
8" WHITE
EXISTING
EXISTING
630-020B 630-020B
203-135A Remove Sign
Sta. 120+21, 62.8' Lt.1 Ea.,
Sta. 118+83 63.6' Lt.1 Ea.,
Sta. 118+43, 75.0' Lt.1 Ea.,
Sta. 117+17, 75.5' Lt.1 Ea.,
630-025A
834'12'12'12'12'11'13'2'15'12'12'12'6'SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 3117 118117 120119
5/21/20215/21/2021
36734_plan_017.shtSS.172004020
Scale (Feet)MATCH LINE STA 124+50MATCH LINE STA 120+50STA 120+50 - 124+50EAGLE ROAD / SH 55
RAMSS.17LENJFRSTOP55IDAHOORTHN+18panelStyle:regulatory.ssipanelName:R3-7RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x30panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
20 630-025A
616-010A
Sta. 124+50 Lt.
Sta. 120+50 Lt. to
538 FT, White,
Long Pav Marking Paint
630-025A
616-080A
203-135A
19
616-055A
616-055A Brkawy StlSign/Post Type D
New SIgn Type B
616-080A
Sta. 124+50, 67.0' Lt.1 Ea.,
Remove and Reinstall Sign
616-010A
GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
630-020B
Sta. 123+32, 101.8' Rt.13 SF.,
Sta. 123+32, 101.8' Rt.1 Ea.,
630-020B
Thermoplastic
Trans Pav Marking
(Stop Bar)
Sta. 123+23 Rt.30 SF,EAGLE RD SIGNING & PAVEMENT MARKING PLAN4" WHITE
630-025A
(3' x 9')
DOTTED
6" WHITE
630-025A
8" WHITE
EXISTING
YELLOW
EXISTING 4"
REMOVE
EXISTING
4" WHITE
EXISTING
8" WHITE
EXISTING EXISTING
4" YELLOW
EXISTING
203-135A
PROTECT
RETAIN AND
101.8' Rt.
STA 123+32
R3-2 24"x24"
R1-1A 36"x36"
INSTALL
24" WHITE
PROTECT
RETAIN AND
4" WHITE
EXISTING
(3' x 9')
DOTTED
WHITE
EXISTING 8"
EXISTING
67.0' LT
STA 124+50
AND REINSTALL
REMOVE
(3' x 9')
DOTTED
WHITE
EXISTING 8"
(12' x 38')
WHITE BROKEN
EXISTING 4"
162 SF
Oblt Pav Markings203-130B
Remove Sign
Sta. 120+75, 73.0' Rt.1 Ea.,
(12' x 38')
BROKEN
4" WHITE
(12' x 38')
WHITE BROKEN
EXISTING 4"5'8'12'12'12'11'13'2'15'12'12'12'6'8'12'12'12'18'5'5'12'12'12'9'(12' x 38')
BROKEN
4" WHITE
EXISTING
FACE OF CURB.
APPROXIMATELY 5' FROM
EDGE OF SIDEWALK,
SIGN TO BE ON EAST
NOTE:
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021121 122 124123 5/21/2021
36734_plan_018.shtSS.182004020
Scale (Feet)MATCH LINE STA 128+50MATCH LINE STA 124+50STA 124+50 - 128+50EAGLE ROAD / SH 55 RAMLENJFR630-025A
Sta. 128+50 Lt.
Sta. 124+50 Lt. to
496 FT, White,
Long Pav Marking Paint
630-025A
203-135A
EAGLE RD SIGNING & PAVEMENT MARKING PLAN4" WHITE
630-025A
(12' x 38')
BROKEN
4" WHITE
(12' x 38')
WHITE BROKEN
EXISTING 4"
(3' x 9')
WHITE DOTTED
EXISTING 8"
YELLOW
EXISTING 4"
(3' x 9')
WHITE DOTTED
EXISTING 8"
WHITE
EXISTING 4"RIGHT LANEMUSTTURN RIGHTPROTECT
RETAIN AND
EXISTING
YELLOW
EXISTING 4"EXISTING
8" WHITE
EXISTING
4" WHITE
EXISTING EXISTING
REMOVE
134 SF
Oblt Pav Markings203-130B
Remove Sign
Sta. 126+92, 72.7' Rt.1 Ea.,
203-135A8'12'12'12'13'7'7'12'12'12'5'9'8'12'12'14'13'13'12'12'12'12'5'(12' x 38')
BROKEN
WHITE
EXISTING 4"
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021125 127 128126 5/21/2021
36734_plan_019.shtSS.192004020
Scale (Feet)MATCH LINE STA 132+50MATCH LINE STA 128+50STA 128+50 - 132+50EAGLE ROAD / SH 55
STOP
panelStyle:guide_exp_advance_a(KAI).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Eagle RdpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1 LIMITSPEEDLIMITSPEED55panelStyle:regulatory(kai).ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
55panelStyle:regulatory.ssipanelName:R4-7panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:18x24,STD.:24x30,EXP.:36x48,FWY.:48x60panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1
ONLY
panelStyle:regulatory.ssipanelName:R3-7RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x30panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
panelStyle:regulatory.ssipanelName:R3-7RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x30panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
630-025A
Sta. 132+50 Lt.
Sta. 128+50 Lt. to
496 FT, White,
134 SF
Oblt Pav Markings
LENRAMJFRLong Pav Marking Paint
203-130B
EAGLE RD SIGNING & PAVEMENT MARKING PLAN630-025A
4" WHITE
PROTECT
RETAIN AND
630-025A
4" YELLOW
EXISTING
MARKERS
TUBULAR
EXISTING
4" YELLOW
EXISTING
MARKERS
TUBULAR
EXISTING
MARKERS
TUBULAR
EXISTING
4" YELLOW
EXISTING
4" WHITE
EXISTING
PROTECT
RETAIN AND
4" YELLOW
EXISTING
(7' x 18')
BROKEN
4" WHITE
EXISTING
4" YELLOW
EXISTING
EXISTING
24" WHITE
EXISTING
PROTECT
RETAIN AND
PROTECT
RETAIN AND
BETWEEN)
STRIPE (9' LONG/4' SPACE
CONTINENTAL CROSSWALK
EXISTING 24" WHITE
BETWEEN)
(9' LONG/4' SPACE
CROSSWALK STRIPE
WHITE CONTINENTAL
EXISTING 24"
PROTECT
RETAIN AND
MARKERS
TUBULAR
EXISTING
PROTECT
RETAIN AND
4" WHITE
EXISTING
(3' x 9')
WHITE DOTTED
EXISTING 8"
4" YELLOW
EXISTING8'12'12'14'23'15'12'11'35'8'12'12'12'11'17'12'12'12'14'(12' x 38')
BROKEN
4" WHITE
(12' x 38')
WHITE BROKEN
EXISTING 4"
(12' x 38')
WHITE BROKEN
EXISTING 4"
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021131130 132
129 5/21/2021
36734_plan_020.shtSS.202004020
Scale (Feet)MATCH LINE STA 136+50MATCH LINE STA 132+50STA 132+50 - 136+50EAGLE ROAD / SH 55 RAMLENJFRSTOPTURN RIGHTMUSTRIGHT LANEPROTECT
RETAIN AND
panelStyle:regulatory.ssipanelName:M3-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
630-025A
Sta. 136+50 Lt.
Sta. 132+50 Lt. to
496 FT, White,8'13'12'12''20'4'4'12'12'12'8'Long Pav Marking Paint
203-135A
EAGLE RD SIGNING & PAVEMENT MARKING PLAN203-135A
REMOVE
(3' x 9')
WHITE DOTTED
EXISTING 8"EXISTING
8" WHITE
EXISTING EXISTING
(12' x 38')
BROKEN
WHITE
EXISTING 4"EXISTING
WHITE
EXISTING 4"
PROTECT
RETAIN AND PROTECT
RETAIN AND
WHITE
EXISTING 4"
4" YELLOW
EXISTING
LINE
CHANNELIZING
YELLOW
EXISTING 12"
(3' x 9')
WHITE DOTTED
EXISTING 8"
630-025A
4" WHITE
630-025A
(12' x 38')
BROKEN
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" YELLOW
EXISTING
134 SF
Oblt Pav Markings203-130B
Sta. 133+92, 72.3' Rt.1 Ea.,8'12'12'12'13'13'14'12'12'16'Remove Sign
WHITE
EXISTING 24"
CROSSWALK
CONTINENTAL
WHITE
EXISTING 24"
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021134133 136135 5/21/2021
36734_plan_021.shtSS.212004020
Scale (Feet)MATCH LINE STA 140+50MATCH LINE STA 136+50STA 136+50 - 140+50EAGLE ROAD / SH 55 LENLENJFRLENRAMJFRTURN RIGHTMUSTRIGHT LANE630-025A
Sta. 140+15 Lt.
Sta. 136+50 Lt. to
496 FT, White,
134 SF
Oblt Pav Markings
Long Pav Marking Paint
203-130B
EAGLE RD SIGNING & PAVEMENT MARKING PLAN630-025A
(12' x 38')
BROKEN
4" WHITE
630-025A
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" YELLOW
EXISTING
EXISTING
(3' x 9')
DOTTED
8" WHITE
EXISTING
(12' x 38')
BROKEN
WHTIE
EXISTING4"
LINE
CHANNELIZATION
YELLOW
EXISTING 12"
YELLOW
EXISTING 4"
4" WHITE
EXISTING
(3' x 9')
WHITE DOTTED
EXISTING 8"
PROTECT
RETAIN AND WHITE
EXISTING 8"
EXISTING
EXISTING 8'12'12'12'2'2'13'11'12'12'12'13'3'8'12'12'14'2'13'11'12'12'13'9'ITD POLE
KLEINER TRUST B
MERIDIAN CENTERCAL LLC
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021140137139138 5/21/2021
36734_plan_022.shtSS.222004020
Scale (Feet)MATCH LINE STA 144+50MATCH LINE STA 140+50STA 140+50 - 144+50EAGLE ROAD / SH 55 RAMLENJFRTURN RIGHTMUSTRIGHT LANE+78+45+33+53630-025A
630-020B
Sta. 144+50 Lt.
Sta. 142+53 Lt. to
Sta. 141+11 Lt.
Sta. 140+50 Lt. to
504 FT, White,
(Stop bar)
Sta. 142+53 Lt.24 SF,
(ONLY)
Sta. 143+45 Lt.22 SF,
(Lane Arrows)
Sta. 144+33 Lt.
Sta. 142+78 Lt.30 SF,
(Crosswalks)
Sta. 142+47 Lt.
Sta. 142+38 Lt. to
Sta. 141+20 Lt.
Sta. 141+11 Lt. to54 SF,
panelStyle:warning.ssipanelName:W9-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:30x30,STD.:36x36,SPCL.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
Long Pav Marking Paint
Thermoplastic
Trans Pav Marking
630-020B
203-135A
EAGLE RD SIGNING & PAVEMENT MARKING PLAN4" WHITE
630-025A
(12' x 38')
BROKEN
4" WHITE
630-025A
BROKEN
WHITE
EXISTING 4"
YELLOW
EXISTING 4"
141+11 141+20 BETWEEN)
LONG/4' SPACE
STRIPE (9'
CROSSWALK
CONTINENTAL
24" WHITE
630-025A
WHITE
EXISTING 4"
EXISTING
YELLOW
DOUBLE
EXISTING 4"
WHITE
EXISTING 4"
WHITE
EXISTING 24"
(9' LONG/4' SPACE BETWEEN)
CROSSWALK STRIPE
24" WHITE CONTINENTAL
EXISTING
142+38
142+47
630-025A
630-025A
24" WHITE
6" WHITE
630-025A
4" WHITE
630-025A 630-025A
(12' x 38')
BROKEN
4" WHITE
630-020B
REMOVE
230-135A
11'25'11'
7'
11'8'12'12'14'2'13'11'12'12'12'13'4'13'
5'
11'11'13'
3'
13'11'7'4'12'12'12'12'11'13'2'14'12'12'9'(12' x 38')
BROKEN
4" WHITE
EXISTING
630-020B
630-025A
(3' x 9')
DOTTED
6" WHITEEXISTING
8" WHITE
EXISTING
YELLOW
4"
EXISTING
PROTECT
RETAIN AND
4" YELLOW
EXISTING
4" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
EXISTING
(9' LONG/4' SPACE BETWEEN)
CROSSWALK STRIPE
24" WHITE CONTINENTAL
EXISTING
(2' x 6')
WHITE DOTTED
EXISTING 4"
WHITE
EXISTING 24"LINE
CHANNELIZING
YELLOW
EXISTING 12"
24" WHITE
EXISTING
4" YELLOW
EXISTING
8" WHITE
EXISTING
EXISTING
8" WHITE
EXISTING
4" WHITE
EXISTING
EXISTING
EXISTING
WHITE
EXISTING 8"
YELLOW
EXISTING 4"
(7' x 18')
WHITE BROKEN
EXISTING 4"
Oblt Pav Markings
Sta. 144+50 Lt.
Sta. 140+00 Lt. to263 SF,
203-130B
Remove Sign
Sta. 144+10, 61.9' Lt.1 Ea.,
EXISTING
BETWEEN)
4' SPACE
(9' LONG/
STRIPE
CROSSWALK
CONTINENTAL
24" WHITE
EXISTING ST.RIVER VALLEY(12' x 38')
WHITE BROKEN
EXISTING 4"
YELLOW
EXISTING 4"
WHITE
EXISTING 24"
BETWEEN)
LONG/4' SPACE
STRIPE (9'
CROSSWALK
CONTINENTAL
24" WHITE
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021+143 144142141 5/21/2021
36734_plan_023.sht20 0 4020
Scale (Feet)MATCH LINE STA 148+50MATCH LINE STA 144+50STA 144+50 - 148+50EAGLE ROAD / SH 55 RAMLENJFRSS.23
EXISTING +83630-025A
157 SF
Oblt Pav Markings
Sta. 148+50 Lt.
Sta. 144+50 Lt. to
529 FT, White,
Long Pav Marking Paint
630-025A
203-130B
EAGLE RD SIGNING & PAVEMENT MARKING PLAN4" WHITE
630-025A
(3' x 9')
DOTTED
6" WHITE
630-025A
(12' x 38')
BROKEN
4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
(3' x 9')
DOTTED
8" WHITE
EXISTING
4" YELLOW
EXISTING
4" YELLOW
EXISTING
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" WHITE
EXISTING5'8'12'12'12'22'3'14'12'12'9'8'12'12'16'17'14'12'12'9'PROTECT
RETAIN AND
ITD POLE
CENTER
PROFESSIONAL
CAROL
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021146145 148
147 5/21/2021
36734_plan_024.shtSS.242004020
Scale (Feet)MATCH LINE STA 148+50STA 148+50 - END8'12'12'15'12'14'14'13'EAGLE ROAD / SH 55
RAMLENJFR+67panelStyle:guide_exp_advance_a(KAI).ssipanelName:Florence StpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
panelStyle:guide_exp_advance_a(KAI).ssipanelName:Florence StpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1 STOP21
panelStyle:guide_exp_advance_a-kai.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
panelStyle:regulatory.ssipanelName:R5-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,SPCL.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
panelStyle:regulatory.ssipanelName:R8-3panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:18x24,STD.:24x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
OVER
10,000
LBS
GVWR
panelStyle:regulatory.ssipanelName:R3-7RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:30x30panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
630-025A
630-020B
Sta. 149+67 Lt.
Sta. 148+50 Lt. to
145 FT, White,
71 SF
Oblt Pav Markings
616-010A
+14+98(Stop Bar)
Sta. 150+14 Lt.
Sta. 149+98 Lt. to32 SF,7'Long Pav Marking Paint
Thermoplastic
Trans Pav Marking
203-130BGS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
ONLY203-135A Remove Sign
Sta. 149+92, 69.6' Lt1 EA,
616-080A Remove and Reinstall Sign
New Sign Type B
Sta. 149+92, 69.6' Lt4 SFONLY
Sta. 149+92, 69.6' Lt.1 Ea.,EAGLE RD SIGNING & PAVEMENT MARKING PLAN630-025A 630-025A
(12' x 38')
BROKEN
4" WHITE4" WHITE
(12' x 38')
BROKEN
4" WHITE
EXISTING
4" YELLOW
EXISTING
69.6 LT
STA 149+92
AND REINSTALL
REMOVE
616-080A
24" x 24"
R3-2
INSTALL
616-010A
203-135A
STA
R3-5R
REMOVE
24" WHITE
630-020B
PROTECT
RETAIN AND
EXISTING
4" WHITE
EXISTING EXISTING
8" WHITE
EXISTING
(12' x 38')
BROKEN
4" WHITE
EXISTING
(3' x 9')
DOTTED
4" WHITE
EXISTING
EXISTING
4" YELLOW
EXISTING
(12' x 38')
BROKEN
4" WHITE
EXISTING
(3' x 9')
DOTTED
8" WHITE
EXISTING
4" WHITE
EXISTING
(3' x 9')
DOTTED
4" WHITE
EXISTING
PROTECT
RETAIN AND
EXISTING
8" WHITE
EXISTING
SHEET NUMBER PROJECT NUMBERDRAWING FILE NAMEREVISIONSDATENO.CHECKEDAPPROVEDDRAWNSHEET INFOSUBMITTALREMARKSBY036734DATEDESIGNEDREUSE OF DOCUMENTSAUTHORIZATION OF KITTELSON & ASSOCIATESOR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN KITTELSON & ASSOCIATES AND IS NOT INTENDED TO BE USED, IN WHOLE AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, (208)-338-2683BOISE, ID 83702101 SOUTH CAPITOL BLVD, SUITE 600PROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTPROFESINAL7656ATSTEOFIDAHOSOENGINEERSIGE
RRTEEDJOH NF.RINGERTCENTERCAL PROPERTIES, LLCMERIDIAN TOWN CENTER - OFFSITE IMPROVEMENTS PHASE 35/21/2021152149151150 5/21/2021
CITY OF MERIDIANCONSTRUCTION PLANS
FOR
CITY OF MERIDIAN
MERIDIAN TOWN CENTER
PHASE 3 OFFSITE ROADWAY IMPROVEMENTS
WATER MAIN RELOCATION AND ABANDONMENT
MERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO
APRIL 2021
WATER MAINRELOCATION AND ABANDONMENTPROJECT LOCATION
LESLIE DRIVE
FAIRVIEW AVENUE
EAGLE ROADPINE AVENUE
COMMERCIAL COURT
RAILROAD TRACKS
FRANKLIN ROAD
LANARK DRIVE CLOVERDALE ROADLOCUST GROVE ROADL E G E N D
CITY OF MERIDIANGENERAL CONSTRUCTION
1.All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian Design Standards,
the requirements of the Ada County Highway District (ACHD) and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications.
2.The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at all times during construction (available on the website). Failure to have access to a current copy of the Standard
Specifications on site could be grounds for a stop work order until the situation is resolved.
3.The Contractor shall have plans stamped “Approved for Construction” by the City of Meridian on site at all times.
4.All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference prior to start of work.
5.Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice.
6.Contractor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water valves.
7.All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the
specification requirements set forth in General Construction Note No. 1.
8.Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving.
9.Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an
acceptable manner in accordance with the DEQ/QLPE approved construction plans.
10.Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction.
11.Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be approved in
writing from the City Engineer.
ROADWAY
1.All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction.
2.ACHD or ITD will inspect all work within the public right-of-way to include utility trenches above the pipe zone.
WATER
1.Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1.
2.The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non-potable water main to cross with less
than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16).
3.The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18)
inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16).
4.Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales).
5.The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the Contractor shall coordinate with the Public Works Inspector.
CITY OF MERIDIAN STANDARD NOTES:
1.Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the plans. The following conditions are listed in Section 6000 of the ACHD Policy Manual.
2.All asphalt match lines for pavement repair shall be parallel to the centerline of the street and shall include any area damaged by equipment during trenching operations.
3.If the cumulative damage pavement area exceeds 50% of the total road surface, contractor shall replace the entire roadway surface.
4.Contractor shall replace the pavement surface to ensure match line does not fall within the wheel path of a lane. Match line shall only fall in the center or edge of a travel lane.
5.Flowable fill or imported material may be required if the native trench material is deemed unsuitable by ACHD inspector, does not meet compaction standards or time is a critical factor.
6.Any exceptions to these rules shall be pre-approved in writing by ACHD staff before construction begins.
ADA COUNTY HIGHWAY DISTRICT STANDARD NOTES:MERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSWATER MAINRELOCATION AND ABANDONMENTAPPROVED FOR
CONSTRUCTIONIDAHO
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT
CITY OF MERIDIANMERIDIAN TOWN CENTER PHASE 3OFFSITE ROADWAY IMPROVEMENTSAPPROVED FOR
CONSTRUCTIONIDAHO WATER MAINRELOCATION AND ABANDONMENT