A07.01_-_Task_Order_Package_amend_3_of_4.pdf
PDF 9 MB Posted
- Attached to
- MOTCO Roads Paving SATOC
- Solicitation number
- W91238-17-S-0198
About this file
TO Package 3 of 4
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
132+61
ACCESS CONTROL POINT #5
(FUTURE)
50 50 0 10 20 30 400-10-20-30-40
G
G
60 60 0 10 20 30 400-10-20-30-40
EG
FG
-30-40
EG
FG
110-90 90 -1
9 - 86+00.00
0 10 20 30 400-10-20-30-40
110-90 90 -1
10 - 88+00.00
0 10 20 30 400-10-20-30-40
110-90100
-30-40
.5
.4
.6
.9
.8
.8
.5
.5
.7
.5
-40 -30 -20 -10 0 10 20 30 40
.5
.9
.9
.2
.1
.8
.9
.7
.9
.7
-40 -30 -20 -10 0 10 20 30 40
.6
-40 -30
75 75 0 10 20 30 400-10-20-30-40
G
G
65 65 0 10 20 30 400-10-20-30-40
EG
FG
-30-40
EG
FG
60-40 40 -6
21 - 116+00.00
0 10 20 30 400-10-20-30-40
-2.0% -2.0%
-3.0:1
-3 .0
:1
60-40 40 -6
22 - 118+00.00
0 10 20 30 400-10-20-30-40
-2.0% -2.0%
60-4050
-30-40
.8
.5
.9
.2
.1
.4
.4
.4
.6
.4
-40 -30 -20 -10 0 10 20 30 40
.3
.7
.0
.1
.9
.5
.8
.4
.6
.4
-40 -30 -20 -10 0 10 20 30 40
.5
-40 -30
50-20 20 -5
0 10 20 30 400-10-20-30-40
EG
FG
3.0:1
-3 .0
:1
60-30 30 -6
0 10 20 30 400-10-20-30-40
EG
FG
-2.0% -2.0% 3.
0:
-3 .0
:1
60-30
-40
EG
FG
.0
.9
.9
.3
.1
.4
.9
.4
.5
.7
.5
-40 -30 -20 -10 0 10 20 30 40
.2
.8
.0
.9
.9
.0
.2
.0
-40 -30 -20 -10 0 10 20 30 40 -40
C-501
TO EXISTING AC PAVEMENT
PULVERIZE AC FOR TRANSITION
OF 2 IN. AT P.O.C.
PULVERIZE TO A DEPTH
P.O.C.
EXIST. AC PAVMENT
EXIST. AC PAVEMENT
EXIST. AC PAVEMENT
NEW AC PAVEMENT
P.O.C.
XIST. AC PAVMENT
AFTER OVERLAY
BEFORE OVERLAY
4 THICK ASPHALTIC CONCRETE
6" THICK AGGREGATE BASE COURSE
6" THICK AGGREGATE SUBBASE
GEOTEXTILE FABRIC
SELECT SUBGRADE
(TOP 6" COMPACTED)
SCALE: NONE
G E
O F
S H
O U
LD
E
R
PLAN
ELEVATION
BACK BRACE DETAILS- STEEL POST
NBURY ROAD, THERE WILL BE A
E BY A SEPARATE
T. PROPER COORDINATION OF
THE NEXT SUBMITTAL.
8. DEMO EXISTING LIGHTNING PROTECTION GROUND WELLS AND
CONNECTION BOXES, TYPICAL.
9. DEMO EXISTING #2/0 AWG BARE COPPER DIRECT BURIED
ON) PROVIDE 4-WAY CONCRETE-ENCASED ELECTRICAL DUCTBANK PER DETAIL 1 ON SHEET E-503.
E ONE #4/0 AWG BARE COPPER WIRE BELOW DUCTBANK. TRANSITION DUCTBANK FROM JOINT
CAL/COMMUNICATIONS CONCRETE-ENCASED DUCTBANK WITH A GRADUAL SWEEP INTO
CAL MANHOLE. MATCH ELECTRICAL PORTION OF JOINT ELECTRICAL/COMMUNICATIONS
NK FOR ELECTRICAL CONFIGURATION OF DUCTS.
13. (OPTION) PROVIDE 4-WAY 15kV PAD-M
SHEET E-501 FOR PAD AND ANCHORING D
14. (OPTION) PROVIDE LIGHTING POLE, FO
5, 6, AND 7 ON SHEET E-501.
T
10. (OPTION) PROVIDE 2-WAY LIGHTING DUCTBANK PER DETAIL 3 ON SHEET E-503. WHERE DUCTBANK PASSES UNDER PAVED AREAS, DUCTBANK SHALL BE CONCRETE ENCASED FOR 5 FEET BEYOND PAVEMENT. WHERE DUCTBANK IS NOT UNDER PAVED AREAS, DUCTBANK MAY BE DIRECT BURIED BUT AREA SURROUNDING DUCTS SHALL BE CONTROLLED LOW-STRENGTH MIX PER DETAIL. PROVIDE FOUR #4 AWG AND ONE #10 AWG
EQUIPMENT GROUND IN ONE DUCT AND PULLROPE IN THE SPARE DUCT.
11. (OPTION) PROVIDE 4-WAY CONCRETE-ENCASED PRIMARY ELECTRICAL DUCTBANK PER DETAIL 4 ON SHEET E-503. PROVIDE THREE 500KCMIL 15kV CABLES IN EACH OF TWO OF THE ELECTRICAL DUCTS AND PROVIDE PULL ROPE IN THE TWO SPARE ELECTRICAL DUCTS. PROVIDE ONE 4/0 AWG BARE COPPER WIRE BELOW THE ELECTRICAL DUCTBANK. ROUTE THE TWO SETS OF FEEDER CABLES FROM THE ELECTRICAL MANHOLE TO THE TWO
MAIN FEEDER POSITIONS ON THE PAD MOUNTED SECTIONALIZING SWITCH.
12. (OPTION) PROVIDE 2-WAY CONCRETE-ENCASED ELECTRICAL DUCTBANK PER DETAIL 4 ON SHEET E-503.
PROVIDE THREE #1 AWG 15kV CABLES IN ONE DUCT AND PROVIDE PULL ROPE IN SPARE DUCT. PROVIDE ONE 4/0 AWG BARE COPPER WIRE BELOW THE ELECTRICAL DUCTBANK. CONNECT TO ONE OF THE TWO AVAILABLE
LATERAL FEEDER SWITCH POSITIONS OF THE NEW PAD MOUNTED SWITCH.
13. (OPTION) PROVIDE 45kVA 4160V DELTA TO 277/480V WYE PAD-MOUNTED TRANSFORMER. SEE DETAILS 2
AND 3 ON SHEET E-501 FOR PAD AND ANCHORING DETAILS.
14. (OPTION) PROVIDE 4-WAY 15kV PAD-MOUNTED SECTIONALIZING SWITCH. SEE DETAILS 2 AND 3 ON SHEET
E-501 FOR PAD AND ANCHORING DETAILS.
ATIONS, AND LIGHTING WORK
ASSEMBLIES ON (E) POLES,
NEW PAVEMENT SHALL BE IN THE
UCTURES SHOWN ALONG THE
HOWN REGARDING EXISTING
11. (OPTION) PROVIDE 2-WAY CONCRETE-ENCASED ELECTRICAL DUCTBANK PER DETAIL 4 ON SHEET E-503. PR DUCTBANK. PROVIDE THREE 500 KCMIL 15kV CABLES AND ONE #2/0 AWG BARE COPPER WIRE IN ONE DUCT IN-LINE RISER POLE BETWEEN EXISTING POLES #1094 AND #1074. STUB UP SPARE DUCT 2 FEET ABOVE GRAD
12. (OPTION) COIL NEW 144 STRAND SMFO CABLES IN MANHOLE. PROVIDE 25' SPARE FOR EACH SMFO CABLE
13. (OPTION) PROVIDE NEW PRIMARY RISER ON EXISTING POLE #1094. SEE DETAIL 1 ON SHEET E-501 FOR DE
14. (OPTION) PROVIDE 2-WAY LIGHTING OR SECONDARY DUCTBANK PER DETAIL 3 ON SHEET E-503. WHERE D SHALL BE CONCRETE ENCASED FOR 5 FEET BEYOND PAVEMENT. WHERE DUCTBANK IS NOT UNDER PAVED AR SURROUNDING DUCTS SHALL BE CONTROLLED LOW STRENGTH MIX PER DETAIL PROVIDE FOUR #4 AWG AND
7. BORE UNDER MORDOH ROAD AND THE RAILROAD TRACKS WEST OF THE ROAD TO PROVIDE CROSSING FOR 2-WAY ELECTRICAL
DUCTBANK. SEE DETAIL A1 ON SHEET E-502.
UON. NEW
NT
GHT POLES,
ORTH OF STA
STRUCTURES
. ANY
INGS AND
REAS,
UCTBANK
S, AF LOT
File details come from the government source that posted it. Updated .