FA520510R0007_Attachment_2_Drawings.pdf
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- Attached to
- Roads and Pavements IDIQ Contract Federal contract opportunity
- Solicitation number
- FA5205-10-R-0007
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Attachment 2 Drawings RFP No. FA5205-10-R-0007
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA5205-10-R-0007-0001.pdf | ||
| Q A_FA5205-10-R-0007.pdf | ||
| Pre-proposal_Conference_Minutes_10R0007.pdf | ||
| FA520510R0007_Attachment_3_Schedule_of_Contractors_Submittal.pdf | ||
| FA520510R0007_Attachment_4_Historical_Data.pdf | ||
| FA520510R0007_Attachment_1_Specifications.pdf | ||
| FA520510R0007__SF1442.pdf | ||
| (Identifiable Offeror s Name)_10R0007_Exhibit A-C.xls | XLS spreadsheet | |
| No_Bid_Form.xls | XLS spreadsheet |
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PREPARED BY:
35 CIVIL ENGINEERING SQUADRON
US AIR FORCE, MISAWA AB
APO AP 96319-5022
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY TITLE SHEET 1 OF 76
DRAWING NUMBER
T-1 1
TITLE SHEET
MISAWA AIR BASE
JAPAN
IDIQ CONTRACT
ROADS/PAVEMENTS
Date: 21 Jun 10
Solicitation No. FA5205-10-R-0007
Contract No.
Attachment 2
DRAWING NO.
(SEQ. NO.) SHEET NO. REF.NO.
1 1 OF 76 T-1 TITLE SHEET 12/21/2009
2 2 OF 76 T-2 PROJECT COORDINATION / APPROVAL 12/21/2009
3 3 OF 76 T-3 SCHEDULE OF DRAWINGS-1 12/21/2009
4 4 OF 76 T-4 SCHEDULE OF DRAWINGS-2 12/21/2009
5 5 OF 76 T-5 REVISIONS 12/21/2009
6 6 OF 76 T-6 AREA COST ADJUSTMENT MAP 12/21/2009
7 7 OF 76 C-1 LOCATION MAP 12/21/2009
8 8 OF 76 C-2 TYPICAL AC PAVEMENT SECTION 12/21/2009
9 9 OF 76 C-3 TYPICAL AC SURFACE COURSE REPLACEMENT 12/21/2009
10 10 OF 76 C-4 TYPICAL AC OVERLAY SECTION 12/21/2009
11 11 OF 76 C-5 AC PAVEMENT OVERLAY AND TYPICAL SHOULDER DETAIL 12/21/2009
12 12 OF 76 C-6 LONGITUDINAL AND TRANSVERSE TRANSITION 12/21/2009
13 13 OF 76 C-7 TYPICAL INTER-ROCKING CONCRETE TILES 12/21/2009
14 14 OF 76 C-8 V-TYPE CONCRETE DITCH DETAIL 12/21/2009
15 15 OF 76 C-9 CAST-IN PLACE CONCRETE CURB 150 MM (BARRIER) 12/21/2009
16 16 OF 76 C-10 CAST-IN PLACE CURB & GUTTER 460 MM (BARRIER) 12/21/2009
17 17 OF 76 C-11 CONSTRUCT ACCESSIBLE SIDEWALK RAMP TYPE A, B, & C 12/21/2009
18 18 OF 76 C-12 SIDEWALK RAMP DETAIL 12/21/2009
19 19 OF 76 C-13 CAST-IN PLACE CONCRETE CURB AND GUTTER 12/21/2009
20 20 OF 76 C-14 CONCRETE SIDEWALK DETAIL 12/21/2009
21 21 OF 76 C-15 GUTTER INLET DETAIL 12/21/2009
22 22 OF 76 C-16 CONCRETE "U" DITCH W/GRATING 12/21/2009
23 23 OF 76 C-17 HEAVY DUTY CONC "U" DITCH W/GRATING 12/21/2009
24 24 OF 76 C-18 HEAVY DUTY SURFACE INLET DETAIL 12/21/2009
25 25 OF 76 C-19 RECEIVER INLET FRAME AND COVER ADJUSTMENT 12/21/2009
26 26 OF 76 C-20 L-TYPE GUTTER INLET DETAIL (500) 12/21/2009
27 27 OF 76 C-21 L-TYPE GUTTER INLET DETAIL (300) 12/21/2009
28 28 OF 76 C-22 REPAIR OF PCC & PAVEMENTS (UTILITY & TRENCH) 12/21/2009
29 29 OF 76 C-23 PIPE UNDER AC PAVEMENT DETAIL 12/21/2009
30 30 OF 76 C-24 TRENCH DETAIL 12/21/2009
31 31 OF 76 C-25 RAISE/LOWER GUTTER INLET FRAME & COVER 12/21/2009
32 32 OF 76 C-26 RAISE/LOWER CATCH BASIN FRAME & COVER 12/21/2009
33 33 OF 76 C-27 RAISE/LOWER MANHOLE FRAME & COVER 12/21/2009
34 34 OF 76 C-28 RAISE/LOWER HANDHOLE FRAME & COVER 12/21/2009
35 35 OF 76 C-29 RAISE/LOWER VALVE BOX DETAIL 12/21/2009
36 36 OF 76 C-30 PAVEMENT MARKING DETAILS 12/21/2009
37 37 OF 76 C-31 PRECAST FREE GRADIENT DITCH DETAIL 12/21/2009
38 38 OF 76 C-32 CRACK REPAIR DETAIL (GEOTEXTILE) 12/21/2009
39 39 OF 76 C-33 ALPHANUMERIC SYMBOL DETAIL 12/21/2009
40 40 OF 76 C-34 HANDICAP PAVEMENT MARKINGS 12/21/2009
41 41 OF 76 C-35 STAIR PLAN AND ELEVATION 12/21/2009
42 42 OF 76 C-36 STAIR SECTION 12/21/2009
43 43 OF 76 C-37 TYPICAL SIGN & POST DETAIL 12/21/2009
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY SCHEDULE OF DRAWINGS-1 3 OF 76
DRAWING NUMBER
T-3 3
LIST OF DRAWINGS-1
DESCRIPTION
DATE OF
DRAWING/REVISION
DRAWING NO.
(SEQ. NO.) SHEET NO. REF.NO.
44 44 OF 76 C-38 BOLLARD INSTALLATION & AC PAVEMENT RESTORATION 12/21/2009
45 45 OF 76 C-39 BOLLARD INSTALLATION (165MM) DETAIL 12/21/2009
46 46 OF 76 C-40 TWIN BOLLARD INSTALLATION DETAIL 12/21/2009
47 47 OF 76 C-41 TYPICAL DETAILS OF PERIMETER FENCING 12/21/2009
48 48 OF 76 C-42 PERIMETER FENCE POST DETAIL 12/21/2009
49 49 OF 76 C-43 BARBED WIRE INSTALLATION AND WIRE NET EDGE DETAILS 12/21/2009
50 50 OF 76 C-44 WIRE NET INSTALLATION DETAIL 12/21/2009
51 51 OF 76 C-45 DETAIL OF DOUBLE SWING GATE 12/21/2009
52 52 OF 76 C-46 GUARD RAIL AND GUARD WIRE DETAIL 12/21/2009
53 53 OF 76 C-47 STREET LIGHT 12/21/2009
54 54 OF 76 C-48 STREET LIGHT DETAIL 12/21/2009
55 55 OF 76 C-49 LIGHTED BOLLARD 12/21/2009
56 56 OF 76 C-50 WALL MOUNTED LIGHT 12/21/2009
57 57 OF 76 C-51 WALKWAY LIGHT (3.5M) 12/21/2009
58 58 OF 76 C-52 WALKWAY LIGHT (4.5M) 12/21/2009
59 59 OF 76 C-53 WALKWAY LIGHT - GLOBE SHAPE (4.5M) 12/21/2009
60 60 OF 76 C-54 UTILITY POLE (CONCRETE POLE) 12/21/2009
61 61 OF 76 C-55 PERSONNEL GATE DETAIL FOR CMU WALL 12/21/2009
62 62 OF 76 C-56 DOUBLE SWING GATE DETAIL FOR CMU WALL 12/21/2009
63 63 OF 76 C-57 DETAIL OF LATTICE-FRAME SECURITY FENCING 12/21/2009
64 64 OF 76 C-58 DETAIL OF LATTICE-FRAME PERSONNEL GATE 12/21/2009
65 65 OF 76 C-59 DETAIL OF LATTICE-FRAME SINGLE SWING GATE 12/21/2009
66 66 OF 76 C-60 GUARD PIPE DETAIL 12/21/2009
67 67 OF 76 C-61 CMU WALL ELEVATION 12/21/2009
68 68 OF 76 C-62 CMU WALL SECTION 12/21/2009
69 69 OF 76 C-63 CMU WALL DETAIL 12/21/2009
70 70 OF 76 C-64 DETAIL OF PRE-CAST CONCRETE MANHOLE (ELECT) 12/21/2009
71 71 OF 76 C-65 DETAIL OF PRE-CAST CONCRETE MANHOLE (ELECT) 12/21/2009
72 72 OF 76 C-66 DETAIL OF CABLE RACKS, HOOKS AND CONDUIT 12/21/2009
73 73 OF 76 C-67 CUBICLE TRANSFORMER STATION 12/21/2009
74 74 OF 76 C-68 CUBICLE TRANSFORMER STATION DIAGRAM 12/21/2009
75 75 OF 76 C-69 SUB DRAIN PIPE 12/21/2009
76 76 OF 76 C-70 CONSTRUCTION SIGN 12/21/2009
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY SCHEDULE OF DRAWINGS-2 4 OF 76
DRAWING NUMBER
T-4 4
SCHEDULE OF DRAWINGS-2
DESCRIPTION
DATE OF
DRAWING/REVISION
SHEET NO. REV. LTR SYMBOL DATE
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY REVISIONS 5 OF 76
DRAWING NUMBER
T-5 5
REVISIONS
APPROVALDESCRIPTION
AREA COST ADJUSTMENT MAP NOT TO SCALE
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY AREA COST ADJUSTMENT MAP 6 OF 76
DRAWING NUMBER
T-6 6
PROJECT LOCATION IS ENTIRE MISAWA AB, JAPAN, INCLUDING ALL OF FALCON ROAD/DRIVE, AND ITS REMOTE AREAS
(DRAUGHON RANGE IN AMAGAMORI), INCLUDING ANY OTHER U.S. GOVERNMENT FACILITY
WITHIN 150 KM OF MISAWA AB, EXCEPT FOR AIRFIELD AT MISAWA AB, AND HACHINOHE POL DEPOT AREAS.
LOCATION MAP OF MISAWA AB NOT TO SCALE
LOCATION MAP OF DRAUGHON RANGE NOT TO SCALE
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY LOCATION MAP 7 OF 76
DRAWING NUMBER
C-1 7
OGAWARA-KO
NOTE:
1. REMOVE EXISTING AC/BASE/SUBBASE COURSE AND SUBGRADE AS REQUIRED TO THE DEPTHS
SUCH THAT COMPACTED THICKNESS WILL BE AS SHOWN ABOVE.
2. FINISH GRADES SHALL MATCH SURROUNDING SURFACE AND SHALL HAVE
TRANSVERSE SLOPES OF 2%, OR A.O.B.E.
TYPICAL AC PAVEMENT SECTION
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY TYPICAL AC PAVEMENT SECTION 8 OF 76
DRAWING NUMBER
C-2 8
T=30mm: T=50mm: T=100
EXISTING BASE COURSE FINE GRADE &
RECOMPACT TO 100% MAXIMUM DENSITY.
PROVIDE BASE COURSE AT DEPRESSED
AREAS AND AS REQUIRED TO PROVIDE
TRANSVERSE SLOPES AS SHOWN.
NOTE:
1. SLOPE AT PARKING LOT AREA MAY VARY.
2. BASE COURSE FINE GRADING & RECOMPACTION, WITHIN +/-50mm IS TO BE A COST INCLUDED
IN THE BID ITEM(S) FOR SURFACE COURSE REPLACEMENT.
* SLOPE VARIES AT SUPERELEVATED SECTIONS.
TYPICAL AC SURFACE COURSE REPLACEMENT
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY TYPICAL AC SURFACE COURSE REPLACEMENT 9 OF 76
C-3 9
TYPICAL AC OVERLAY SECTION
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY TYPICAL AC OVERLAY SECTION 10 OF 76
C-4 10
TYPICAL SECTION AT EXISTING CURB
N.T.S.
TYPICAL SHOULDER DETAIL
N.T.S.
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY AC PAVEMENT OVERLAY AND TYPICAL SHOULDER DETAIL 11 OF 76
C-5 11
ALTERNATE: EXISTING PAVEMENT COLD PLANE, (MILL), VARIABLE DEPTH (0mm-50mm)
EXISTING PAVEMENT; REMOVE DEBRIS AND CLEAN SURFACE; APPLY TACK COAT
& NEW AC OVERLAY
LONGITUDINAL AND TRANSVERSE TRANSITION
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY LONGITUDINAL AND TRANSVERSE TRANSITION 12 OF 76
C-6 12
INTER-ROCKING CONCRETE TILES
TYPICAL INTER-ROCKING INSTALLATION PLAN
TYPICAL INTER-ROCKING CONCRETE TILES
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY TYPICAL INTER-ROCKING CONCRETE TILES 13 OF 76
C-7 13
V-TYPE CONCRETE DITCH DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY V-TYPE CONCRETE DITCH DETAIL 14 OF 76
C-8 14
CAST-IN PLACE CONCRETE CURB 150 MM (BARRIER)
JOINT & SNOW POLE SCHEMATIC PLAN
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CAST-IN PLACE CONCRETE CURB 150 MM (BARRIER) 15 OF 76
DRAWING NUMBER
C-9 15
Flexural and/or 4.5-6.5-20
NOTE: PROVIDE LEVELING MORTAR ON BASE COURSE.
CAST-IN PLACE CURB AND GUTTER 460 MM (BARRIER)
JOINT & SNOW POLE SCHEMATIC PLAN
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CAST-IN PLACE CURB AND GUTTER 460 MM (BARRIER) 16 OF 76
C-10 16
INTENTIONALLY BLANK
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CONSTRUCT ACCESSIBLE SIDEWALK RAMP TYPE A, B, & C 17 OF 76
DRAWING NUMBER
C-11 17
8.33% MAXIMUM SLOPE
(UNLESS OTHERWISE NOTED)
GROOVINGNON-BITUMINOUS EXPANSION
JOINT AND SEALER CURB RAMP SECTION
CLEAR SPACE
SIDEWALK
12 CURB FACE
GROOVING DETAIL
APPROXIMATELY 19
6 6
100 MINIMUM THICKNESS
1.22 M
SIDEWALK
2% M
AXIM
U M
CROSSWALK
1.22 M
1.
M1.52 M
1.52 M
8.
M
AXIM
U M
10%M A X
IM
U M
S
LO
P E
10%M
AXIM
U M
SLO
PE
GROOVING
8.33% MAXIMUM 8.33% MAXIMUM
FRONT EDGE
OF WALK
VARIES
SEE PLANS
SIDEWALK SIDEWALK
GROOVING
0 MM CURB FACE
TYPE A
TYPE C
TYPE B
.8
M
.3
M A
X
IM
U M
SIDEWALK
GROOVING
0.90 M 1.22 M 0.90 M
10% MAXIMUM SLOPE10% MAXIMUM
SLOPE
1.50 M
TYPICAL
150 MM WHITE STRIPING (TYPICAL)
CROSSWALK
1.50 M TYPICAL
150 MM WHITE STRIPING (TYPICAL)
1.82 M 1.82 M
DETECTABLE WARNING SYSTEM
(SEE DETAIL)
DETECTABLE WARNING SYSTEM
(SEE DETAIL)
DETECTABLE WARNING SYSTEM
(SEE DETAIL)
RAMP
DETECTABLE WARNING
SYSTEM DETAIL
1.22 M
1.
M
M A
X
IM
U M
M A
X
IM
U M
M A
X
IM
U M
SEE CURB RAMP SECTION
SEE CURB RAMP SECTION
SIDEWALK RAMP DETAIL
A-A' SECTION DETAIL
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY SIDEWALK RAMP DETAIL 18 OF 76
C-12 18
CAST-IN PLACE STANDARD BARRIER CONCRETE CURB AND GUTTER
CAST-IN PLACE STANDARD MOUNTABLE CONCRETE CURB AND GUTTER
NOTE: ALL CURBING CONCRETE IS TO BE AIR ENTRAINED
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CAST-IN PLACE CONCRETE CURB AND GUTTER 19 OF 76
DRAWING NUMBER
C-13 19
Flexural and/or 4.5-6.5-20
Flexural and/or 4.5-6.5-20
CONCRETE SIDEWALK DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CONCRETE SIDEWALK DETAIL 20 OF 76
DRAWING NUMBER
C-14 20
NOTES:
1. TRANSVERSE CONTRACTION
JOINTS SHALL BE LOCATED
SUCH THAT THE LENGH
DIMENSION OF THE SLABS IS
NO GRATER THAN 1.25 TIMES
THE WIDTH AND NORMALLY
1.0 TIMES THE WIDTH.
2. EXPANSION JOINTS SHALL
BE CONSTRUCTED NOT MORE
THAN FIVE TIMES THE WIDE
"W" OF THE WALKWAY.
GUTTER INLET DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY GUTTER INLET DETAIL 21 OF 76
C-15 21
CONCRETE "U" DITCH W/ GRATING
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CONCRETE "U" DITCH W/GRATING 22 OF 76
C-16 22
HEAVY DUTY CONCRETE "U" DITCH W/GRATING
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY HEAVY DUTY CONCRETE "U" DITCH W/GRATING 23 OF 76
C-17 23
HEAVY DUTY SURFACE INLET DETAIL
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY HEAVY DUTY SURFACE INLET DETAIL 24 OF 76
C-18 24
RECEIVER INLET FRAME AND COVER
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY RECEIVER INLET FRAME AND COVER ADJUSTMENT 25 OF 76
DRAWING NUMBER
C-19 25
T-25
L-TYPE GUTTER INLET DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY L-TYPE GUTTER INLET DETAIL (500) 26 OF 76
DRAWING NUMBER
C-20 26
GRATING COVER WITH
FRAME AND ANCHOR
(LOAD CLASS T-25)
L-TYPE GUTTER INLET DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY L-TYPE GUTTER INLET DETAIL (300) 27 OF 76
DRAWING NUMBER
C-21 27
GRATING COVER WITH
FRAME AND ANCHOR
(LOAD CLASS T-25)
REPAIR METHOD: EXCAVATE TRENCH AND INSTALL BEDDING UTILITY, COMPACTED BACKFILL, MARKING
BASIC TAPE AND SUBBASE/BASE COURSE TO GRADE AND MAINTAIN OPEN TO TRAFFIC AND
WEATHER FOR A MINIMUM OF 30 DAYS. THEN COMPLETE FINAL PAVEMENT REPAIR
1 OR 2 AS APPROPRIATE FOR AC OR PCC PAVEMENT.
REPAIR METHOD: REMOVE PAVEMENT 600mm MINIMUM FROM EDGES OF THE EXCAVATION. BACKFILL
1 THE CUT WITH WELL-COMPACTED LAYER MEETING SPECIFIED DENSITY, TO THE BOTTOM
OF PAVEMENT STRUCTURE. PLACE A BASE COURSE OF REQUIRED THICKNESS TO
AN ELEVATION APPROX 50mm BELOW PAVEMENT SURFACE, AND PLACE AN ASPHALT
SURFACE OVER THE COMPACTED BASE.
REPAIR METHOD: REMOVE PAVEMENT FROM EDGES OF THE CUT 1,200mm BACKFILL THE CUT WITH
2 WELL-COMPACTED LAYER MEETING SPECIFIED DENSITY, TO THE BOTTOM OF PAVEMENT
STRUCTURE, PLACE A CONCRETE SLAB OF REQUIRED THICKNESS; INSTALL SMOOTH
DOWELS AS REQUIRED BY DRILLING & EPOXYING INTO EXISTING PCC. PAINT AND OIL
OTHER ENDS OF DOWEL TIE BARS.
REPAIR OF PCC & PAVEMENTS (UTILITY & TRENCH)
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY REPAIR OF PCC & PAVEMENTS (UTILITY & TRENCH) 28 OF 76
C-22 28
"D"=PIPE DEPTH TO INVERT
PIPE UNDER AC PAVEMENT DETAIL
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY PIPE UNDER AC PAVEMENT DETAIL 29 OF 76
C-23 29
OFF-ROAD TRENCH DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY TRENCH DETAIL 30 OF 76
C-24 30
RAISE/LOWER GUTTER INLET FRAME & COVER
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY RAISE/LOWER GUTTER INLET FRAME & COVER 31 OF 76
C-25 31
RAISE/LOWER CATCH BASIN FRAME & COVER
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY RAISE/LOWER CATCH BASIN FRAME & COVER 32 OF 76
C-26 32
RAISE/LOWER MANHOLE FRAME & COVER
INSTALL LOCKING DEVICE, TOTAL
OF 4 EACH PER MANHOLE COVER.
LOCKING DEVICE FOR MANHOLE FRAME & COVER - NOT TO SCALE
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY RAISE/LOWER MANHOLE FRAME & COVER 33 OF 76
DRAWING NUMBER
C-27 33
INSTALL LOCKING
DEVICE (2 EACH TYP.)
90°
RAISE/LOWER HANDHOLE FRAME & COVER
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY RAISE/LOWER HANDHOLE FRAME & COVER 34 OF 76
C-28 34
RAISE/LOWER VALVE BOX DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY RAISE/LOWER VALVE BOX DETAIL 35 OF 76
C-29 35
PAVEMENT MARKING DETAILS
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY PAVEMENT MARKING DETAILS 36 OF 76
C-30 36
PRECAST FREE GRADIENT DITCH DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY PRECAST FREE GRADIENT DITCH DETAIL 37 OF 76
C-31 37
CRACK REPAIR DETAIL (GEOTEXTILE)
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CRACK REPAIR DETAIL (GEOTEXTILE) 38 OF 76
C-32 38
ALPHANUMERIC SYMBOL DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY ALPHANUMERIC SYMBOL DETAIL 39 OF 76
C-33 39
PLAN
HANDICAP PAVEMENT MARKINGS
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY HANDICAP PAVEMENT MARKINGS 40 OF 76
C-34 40
"W"=1,220 MINIMUM
"W"=1,830 STANDERD
NOTE: 1. SEE C-36 FOR ADDITIONAL DETAIL
2. PROVIDE LEVELING MORTAR ON BASE COURSE.
STAIR PLAN AND ELEVATION
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY STAIR PLAN AND ELEVATION 41 OF 76
DRAWING NUMBER
C-35 41
STAINLESS STEEL
HANDRAILS
SECTION A-A
40mm DIA. STENLESS STEEL
HANDRAIL, MITERED, WELDED
& JOINTS GROUND SMOOTH
NOTE:
1. CONCRETE IS TO BE
AIR-ENTRAINED.
2. PROVIDE ADDITIONAL
VERTICAL POST @ FOR
EACH 5 RISERS.
3. PROVIDE LEVELING MORTAR
ON BASE COURSE.
SECTION B-B
STAIR SECTION
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY STAIR SECTION 42 OF 76
C-36 42
TYPICAL SIGN & POST DETAIL
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY TYPICAL SIGN & POST DETAIL 43 OF 76
C-37 43
TYPICAL INSTALLATION PLAN OF BOLLARDS
TYPICAL SECTION AC PAVEMENT RESTORATION
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY BOLLARD INSTALLATION & AC PAVEMENT RESTORATION 44 OF 76
C-38 44
DETAIL SECTION-165mm BOLLARD INSTALLATION
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY BOLLARD INSTALLATION (165MM) DETAIL 45 OF 76
C-39 45
TWIN BOLLARD INSTALLATION DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY TWIN BOLLARD INSTALLATION DETAIL 46 OF 76
C-40 46
NOTE: SEE RE.NO.C-45 TO C-48, INCLUSIVE, FOR ADDITIONAL DETAILS.
TYPICAL DETAILS OF PERIMETER FENCING
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY TYPICAL DETAILS OF PERIMETER FENCING 47 OF 76
C-41 47
NOTE: SINGLE, OR DOUBLE, BARBED WIRE ARMS MAY BE ORDERED.
PERIMETER FENCE POST DETAIL
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY PERIMETER FENCE POST DETAIL 48 OF 76
C-42 48
BARBED WIRE INSTALLATION AND WIRE NET EDGE DETAILS
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY BARBED WIRE INSTALLATION AND WIRE NET EDGE DETAILS 49 OF 76
C-43 49
WIRE NET INSTALLATION DETAIL
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY WIRE NET INSTALLATION DETAIL 50 OF 76
C-44 50
NOTE: GATES MAY BE SINGLE (3500) OR DOUBLE (700) SWING.
DETAIL OF DOUBLE SWING GATE
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY DETAIL OF DOUBLE SWING GATE 51 OF 76
C-45 51
GUARD WIRE DETAIL
GUARD RAIL DETAIL
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY GUARD RAIL AND GUARD WIRE DETAIL 52 OF 76
C-46 52
HIGH FOUNDATION
STREET LIGHT
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY STREET LIGHT 53 OF 76
DRAWING NUMBER
C-47 53
Provide caps on
REVISED SINGLE LINE DIAGRAM
WIRING DIAGRAM
STREET LIGHT DIAGRAM
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY STREET LIGHT DETAIL 54 OF 76
C-48 54
DRAWING BY: TY ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY FIRE HYDRANT ASSEMBLY DETAIL 55 OF 76
DRAWING NUMBER
C-49 55
Relocate existing fire hydrant within 15 meters distance shall be re-assembled.
DRAWING BY: NM ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY WALL MOUNTED LIGHT 56 OF 76
C-50 56
CHECKED BY: TY WALKWAY LIGHT (3.5M) 57 OF 76
C-51 57
CHECKED BY: TY WALKWAY LIGHT (4.5M) 58 OF 76
C-52 58
CHECKED BY: TY WALKWAY LIGHT - GLOBE SHAPE (4.5M) 59 OF 76
C-53 59
CONCRETE POLE
UTILITY POLE (CONCRETE POLE)
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY UTILITY POLE 60 OF 76
C-54 60
ELEVATION
DETAIL OF GATE-A DETAIL OF GATE-B
PLAN DETAIL OF GATE-C DETAIL OF GATE-D
PERSONNEL GATE DETAIL FOR CMU WALL
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY PERSONNEL GATE DETAIL FOR CMU WALL 61 OF 76
C-55 61
NOTE: GATES MAY BE SINGLE (3550), OR DOUBLE (7100) SWING.
DOUBLE SWING GATE DETAIL FOR CMU WALL
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY DOUBLE SWING GATE DETAIL FOR CMU WALL 62 OF 76
C-56 62
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY DETAIL OF LATTICE-FRAME SECURITY FENCING 63 OF 76
C-57 63
CHECKED BY: TY DETAIL OF LATTICE-FRAME PERSONNEL GATE 64 OF 76
C-58 64
CHECKED BY: TY DETAIL OF LATTICE-FRAME SINGLE SWING GATE 65 OF 76
C-59 65
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY GUARD PIPE DETAIL 66 OF 76
C-60 66
PLAN
CMU UNIT DETAIL
CMU UNIT DETAIL
CMU WALL ELEVATION
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CMU WALL ELAVATION 67 OF 76
C-61 67
TYPICAL SECTION POST SECTION
REMOVE/RESTORE SECTION
NOTE: PROVIDE LEVELING MORTAR ON BASE COURSE.
CMU WALL SECTION
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CMU WALL SECTION 68 OF 76
C-62 68
REINFORCING ELEVATION
REINFORCING PLAN
PRECAST CONCRETE HEAD BLOCK
CMU WALL DETAIL
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CMU WALL DETAIL 69 OF 76
C-63 69
SECTION
NOTE: PROVIDE LEVELING MORTAR ON BASE COURSE.
DETAILS OF PRE-CAST CONCRETE MANHOLE (ELECT)
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY DETAILS OF PRE-CAST CONCRETE MANHOLE (ELECT) 70 OF 76
C-64 70
SECTION
NOTE: PROVIDE LEVELING MORTAR ON BASE COURSE.
DETAILS OF PRE-CAST CONCRETE MANHOLE (ELECT)
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY DETAILS OF PRE-CAST CONCRETE MANHOLE (ELECT) 71 OF 76
C-65 71
CABLE RACKS AND HOOKS FOR PRE-CAST CONCRETE MANHOLE (ELEC)
UNDERGROUND CONDUIT INSTALLATION
& SURFACE RESTORATION DETAILS
DETAILS OF CABLE RACKS, HOOKS AND CONDUIT
DATE: 12/21/2009 PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY DETAILS OF CABLE RACKS, HOOKS AND CONDUIT 72 OF 76
C-66 72
CUBICLE TRANSFORMER STATION
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CUBICLE TRANSFORMER STATION 73 OF 76
DRAWING NUMBER
C-67 73
Approx. 2,500mm Approx. 2,000mm
A p p ro x.
,3 m m
CUBICLE TRANSFORMER STATION DIAGRAM
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CUBICLE TRANSFORMER STATION DIAGRAM 74 OF 76
DRAWING NUMBER
C-68 74
ELB P x 10
50AF / 20AT
FOR EXTERIOR LIGHTS
SUB DRAIN PIPE
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY SUB DRAIN PIPE 75 OF 76
C-69 75
CONSTRUCTION SIGN
DRAWING BY: YT ROADS/PAVEMENTS IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: TY CONSTRUCTION SIGN 76 OF 76
DRAWING NUMBER
C-70 76
DD/MM/YYYY
US AIR FORCE
PROJECT
QKKA XX-XXXX
RENOVATE B/XXXX
GENERAL CONTRACTOR
XXXXXX POC: XXX-XXXX
MANAGED BY 35CES/CEPM
POC: XXX-XXXX
ESTIMATED COMPLETION
DATE
AF SYMBOL: Silver ea ch
File details come from the government source that posted it. Updated .