Type_B_Final_Parking_at_South_Pond_20Apr17.pdf
PDF 3 MB Posted
- Attached to
- Building 501 Parking Federal contract opportunity
- Solicitation number
- W912L6-19-B-6002
About this file
Type B Final Parking
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Pre-Bid_RFI_B501_Parking_Log_03-05-2019.pdf | ||
| OKANG_501_Parking_Specifications_1.1.pdf | ||
| Sealed_Bid_Opening_Checklist.pdf | ||
| Pre-Bid_RFI_B501_Parking_Log_03-04-2019.pdf | ||
| Instructions_for_Visitor_Base_Access.pdf | ||
| Site_Visit_Minutes_B501_Parking.pdf | ||
| Site_Visit_Sign_In_B501_Parking.pdf | ||
| Notification_of_Contractor_Operations_Involving_Radioactive_Materials.pdf | ||
| ESOH_Clause_SOW.DOCX | DOCX document | |
| EMS_Commitment_Statement.docx | DOCX document | |
| OKANG_Base_Specifiactions_501.pdf | ||
| 19-B-6002.pdf | ||
| 138FW_Safety__Accident_Prevention_Guide_2018.pdf |
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VIRGIN ST.
M E
M O
R I A
L
D
R
MINGO VALLEY
EXPRESSWAY
AND I-244
46TH ST N
36TH ST N
M I N
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HWY 11
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EB TRASH
COMPACTOR
501 EAST PARKING LOT ADDITION
OKLAHOMA AIR NATIONAL GUARD
TULSA, OKLAHOMA
PROJECT # XHZG201401615
COMBA
AIR MAND
COMT
PROJECT KEY MAP
T U L S A
I N T E R N A T I O
N A L
A I R P O
R T
OKLAHOMA AIR NATIONAL GUARD
HGFEDCBA
v O
K A
N G s o u t h p o n d p a r k i n g D r a w i n g s S h e e t G
I d w g
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138TH FIGHTER WING
ApprovedDate DescriptionSymbol
DATE:
FILE NAME:
DESIGNED BY:
DWN BY: CHK BY:
PLOT DATE:
PLOT SCALE:
CONTRACT NUMBER:
PROJECT NUMBER:
SHEET
REFERENCE
NUMBER
Sheet of
XHZG201401615
SAT
CFJ
VOLUME 1 OF 1
COMBA
AIR MAND
COMT
501 EAST PARKING LOT ADDITION
CFJ
TYPE B FINAL 04/18/2017
CYNTERGY AEC
810 SOUTH CINCINNATI
2ND FLOOR
TULSA, OK 74119
918.877.6000
N/A
1:1
04/18/2017
OKLAHOMA AIR NATIONAL GUARD
TULSA I.A.P. OK.
BCE: Phillip R. DeLong Jr., Major, OKANG
04/18/2017
A P
R
T
Y P
N
DRAWING SHEET INDEX
GENERAL
1. GI001 COVER SHEET
CIVIL
2. CD101 DEMOLITION PLAN
3. CS101 SITE PLAN
4. CG101 SITE GRADING AND EROSION CONTROL PLAN
5. CS501 DETAILS
GENERAL NOTES
1. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ALL DIMENSIONS, MEASUREMENTS AND LOCATION OF EXISTING FACILITIES, UTILITIES, EQUIPMENT AND OTHER EXISTING CONDITIONS WHICH MAY AFFECT CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE PAVEMENT MIX FORMULA (DESIGN DATA) AS NOTED IN THE
SPECIFICATIONS 32 12 17 FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
3. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY INCIDENTALS AS REQUIRED BY HIS WORK EVEN IF
NOT SHOWN OR SPECIFICALLY MENTIONED ON THE DRAWINGS OR IN THE SPECIFICATIONS, INCLUDING
SPECIFIC ITEMS REQUIRED BY CODE TO MAKE THE WORK COMPLETE.
4. EACH CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BID. HE SHALL VISIT
THE SITE, CHECK AND VERIFY ALL CONDITIONS, STUDY ALL SHEETS OF DRAWINGS AND BE FAMILIAR WITH
THE PROJECT SPECIFICATIONS.
5. DAMAGE CAUSED BY THE CONTRACTOR TO EXISTING PAVEMENT OR STRUCTURES TO BE LEFT IN PLACE
SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PARTS OF HIS WORK WHICH MAY BE SHOWN ON ANY
SHEET OF THIS SET OR CONTAINED ON ANY PAGE OF THE SPECIFICATION AND SHALL EXECUTE ALL WORK
IN A PROFESSIONAL AND EXPEDIENT MANNER.
7. CONTRACTOR SHALL BE FULLY LIABLE FOR ANY DAMAGE TO ANY UTILITY OR ANY OTHER ELEMENT OF
EXISTING CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED /
REPLACED IMMEDIATELY AT THE SOLE EXPENSE OF THE CONTRACTOR.
8. PRIOR TO ANY WORK, CONTRACTOR SHALL CONTACT THE BASE CIVIL ENGINEER, TO LOCATE EXISTING
UTILITIES 10 DAYS PRIOR TO COMMENCEMENT OF WORK, EXCLUDING SATURDAYS, SUNDAYS AND LEGAL
HOLIDAYS,
9. THE CONTRACTOR SHALL COORDINATE ANY UTILITY OR SYSTEM SHUTDOWN WITH THE CONTRACTING
OFFICER 48 HOURS PRIOR TO UTILITY OR SYSTEM SHUTDOWN. CONTRACTOR SHALL MINIMIZE ANY
DISRUPTION TO UTILITIES DURING CONSTRUCTION.
10. ALL WORK IN RESTRICTED AREAS INDICATED ON PLANS SHALL BE COORDINATED THROUGH BCE
OFFICE 72 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR WILL NOT HAVE ACCESS TO THESE
AREAS UNLESS ESCORTED BY BASE PERSONNEL. AT NO TIME SHALL THE CONTRACTOR OR HIS
EMPLOYEES OCCUPY OR ADVANCE ONTO THE AIRFIELD PAVEMENT. UNAUTHOUIZED ACCESS MAY RESULT
IN APREHENSION BY BASE SECURITY FORCES.
11. ALL DISTURBED GRASS AREAS SHALL BE RESTORED WITH SOLID SOD AND MAINTAINED DURING ALL
PHASES OF CONSTRUCTION UNTIL GROWTH IS ESTABLISHED.
PROJECT
LOCATION
GUARD HOUSE
46TH ST N
GI001
GI001
COVER SHEET
AutoCAD SHX Text
AIRPORT DR.
AutoCAD SHX Text B
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EXIT
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EXIT
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NO PARKING
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NO PARKING
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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YOUNG ST.
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36" RCP
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20' RCB
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42" RCP
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FUEL FARM
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FUEL
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FUEL
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BRICK WALL
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METAL LID
AutoCAD SHX Text
AutoCAD SHX Text 599.64
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CURB
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EB
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BH
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LP
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LP
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UGE
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LP
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BH
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ICV
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ICV
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GV
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TF
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AI
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15" RCP
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AI
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AI
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SGDI
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SGDI
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LP
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LP
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GV
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SIDEWALK
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SIGN
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LP
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LP
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EB
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ELEC
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ET
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EB
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BH3
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PAINTED
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GL
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WM
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BUILDING
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GV
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FH
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6' WOOD FENCE
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LP
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CONCRETE
W V
G x
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E=2595538.05
N=448872.39
ELEV=610.97
SET 60D NAIL
Benchmark #1
E=2595504.4
N=449016.23
ELEV=609.27
SET 60D NAIL
Benchmark #2
REMOVE CONCRETE
PAD IN ITS ENTIRETY.
BUILDING SHALL BE
RELOCATED RE: CS101
LIMITS OF CONSTRUCTION
DISTURBED AREA = 0.20 ACRES
EXISTING AREA
INLET TO REMAIN
REMOVE CONCRETE
CURB AND GUTTER
IN ITS ENTIRETY
REMOVE CONCRETE
SIDEWALK IN ITS
ENTIRETY
SAW CUT FULL DEPTH
SAW CUT FULL DEPTH
CAUTION: WATER LINE
CAUTION: GAS LINE
CAUTION: GAS LINE
CAUTION: GAS LINE
152.48' 89.85'
BUILDING 501
EXISTING ASPHALT PAVEMENT
HGFEDCBA
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138TH FIGHTER WING
ApprovedDate DescriptionSymbol
DATE:
FILE NAME:
DESIGNED BY:
DWN BY: CHK BY:
PLOT DATE:
PLOT SCALE:
CONTRACT NUMBER:
PROJECT NUMBER:
SHEET
REFERENCE
NUMBER
Sheet of
XHZG201401615
SAT
CFJ
VOLUME 1 OF 1
COMBA
AIR MAND
COMT
501 EAST PARKING LOT ADDITION
CFJ
TYPE B FINAL 04/18/2017
CYNTERGY AEC
810 SOUTH CINCINNATI
2ND FLOOR
TULSA, OK 74119
918.877.6000
N/A
1:1
04/18/2017
OKLAHOMA AIR NATIONAL GUARD
TULSA I.A.P. OK.
BCE: Phillip R. DeLong Jr., Major, OKANG
04/18/2017
A P
R
T
Y P
N
CD101
DEMOLITION SHEET
CD101
N
SCALE:
DEMOLITION PLAN
1" = 10'-0"
0 10' 20'
SCALE: 1" = 10'-0"
OKLAHOMA ONE-CALL
SYSTEM, INC.
1-800-552-6543
OR DIAL 811
AutoCAD SHX Text
METAL LID
1-800-552-6543
W V
G x
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E=2595538.05
N=448872.39
ELEV=610.97
SET 60D NAIL
Benchmark #1
E=2595504.4
N=449016.23
ELEV=609.27
SET 60D NAIL
Benchmark #2
R 5'
8.57'
23.76'
R 5'
R 5'
2.5'
2.5'
NEW RAMP
RE: 1 / CS501
75' 63' 48'
N 448842.37
E 2595551.46
N 448842.62
E 2595564.62
N 449084.9
E 2595559.52
N 449084.69
E 2595548.4
N 449048.67
E 2595536.14
N 448862.71
E 2595540.05
R 5'
9' TYP.
NEW SIDEWALK
RE: 3 / CS501
6'
5'
15'
BUILDING 501
N 448937.69
E 2595538.48
EXISTING AREA
INLET TO REMAIN
SAW CUT FULL DEPTHSAW CUT FULL DEPTH
CAUTION: WATER LINE
CAUTION: GAS LINE
CAUTION: GAS LINE
EXISTING ASPHALT PAVEMENT
C
C
CAUTION: GAS LINE
CS101
4" WIDE WHITE PAINT
STRIPE (TYPICAL)
NEW RAMP
RE: 2 / CS501
N 448999.77
E 2595492.49
T
Y P
2' CURB OPENING
RE: 5 / CS501
REPLACE EXISTING
GAS LINE MARKER
WITH BERNTSEN -
ATAG NCT-S OR
APPROVED EQUAL
D N
NEW CONCRETE PAD
(RE: 7 / CS501) AND
RELOCATED
BUILDING
12'
ASPHALT
3" ASPHALT SURFACE COURSE
3.5" ASPHALT BASE COURSE
PRIME COAT
TACK COAT
CURB AND GUTTER
RE: 4 / CS501
12"
APPLY 5" OF TOPSOIL AND SLAB
SOD ALL DISTURBED AREA
(SLOPE 4:1 MAX. )
6" AGGREGATE BASE SHALL BE CRUSHED STONE MEETING THE GRADATION
AS SPECIFIED IN ODOT STANDARD SPECIFICATION, SECTION 310.04 METHOD
'B' AND COMPACTED TO 97% STANDARD PROCTOR DENSITY
COMPACTED SUBGRADE SOIL - SUBGRADE SOILS SHALL BE SCARIFIED TO A
DEPTH OF NOT LESS THAN 8-INCHES, THE MOISTURE CONTENT OF THE
SCARIFIED SOIL SHALL BE BETWEEN OPTIMUM AND 2% AND COMPACTED
WITHIN A RANGE OF 95% TO 98% STANDARD DENSITY AS DETERMINED BY
AASHTO T-99.
NON-WOVEN GEOTEXTILE SEPARATION FABRIC WEIGHT OF
8.0 OZ. PER S.Y., TENSILE STRENGTH OF 205 # AND INSTALLED
PER MANUFACTURES RECOMMENDATIONS.
8"
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138TH FIGHTER WING
ApprovedDate DescriptionSymbol
DATE:
FILE NAME:
DESIGNED BY:
DWN BY: CHK BY:
PLOT DATE:
PLOT SCALE:
CONTRACT NUMBER:
PROJECT NUMBER:
SHEET
REFERENCE
NUMBER
Sheet of
XHZG201401615
SAT
CFJ
VOLUME 1 OF 1
COMBA
AIR MAND
COMT
501 EAST PARKING LOT ADDITION
CFJ
TYPE B FINAL 04/18/2017
CYNTERGY AEC
810 SOUTH CINCINNATI
2ND FLOOR
TULSA, OK 74119
918.877.6000
N/A
1:1
04/18/2017
OKLAHOMA AIR NATIONAL GUARD
TULSA I.A.P. OK.
BCE: Phillip R. DeLong Jr., Major, OKANG
04/18/2017
A P
R
T
Y P
N
CS101
SITE PLAN
CS101
N
SCALE:
SITE PLAN
1" = 10'-0"
0 10' 20'
SCALE: 1" = 10'-0"
SCALE:
PAVEMENT SECTION
NOT TO SCALE
CAUTION EXISTING UTILITIES !!!
EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED
ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE
INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND
VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND
UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE
THE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL
FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL
PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM
DAMAGE DURING CONSTRUCTION.
1. ALL COORDINATES ARE TO CENTERLINE, FACE OF CURB OR EDGE
OF PAVEMENT, UNLESS OTHERWISE NOTED.
2. DIMENSIONS ARE TO THE FACE OF CURB, CENTERLINE OF STRIPE
OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.
3. REFER TO SHEET CS501 FOR SITE DETAILS.
SITE NOTES:
OKLAHOMA ONE-CALL
SYSTEM, INC.
1-800-552-6543
OR DIAL 811
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METAL LID
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SILT FENCE
TC 10.79
G 10.29
TC 10.05
G 10.55
TC 11.20
G 10.70
TC 11.26
G 10.76
TC 11.34
G 10.84
27'
HIGH POINT
TC 11.50
G 11.0
G 10.76
11.20
84'75'
TP 10.96 TP 10.90 TP 10.83 TP 10.73
G 10.00
TC 11.00
G 10.50
TP 10.70
S = 0.66%
S = 0.66%S = 1.2%
2' WIDE CURB OPENING
RE: 5 / CS501
CAUTION: GAS LINE
CAUTION: WATER LINE
TP 10.65
TP 10.50
EXISTING ASPHALT PAVEMENT
TC 10.92
G 10.42
10.30
TC 10.75
G 10.25
TC 9.95
G 9.95
3' CURB TRANSITION
FROM 0" TO 6"
TC 10.25
G 9.75
CAUTION: GAS LINE
TP 10.16
S x
O
W
S
O
W
S
O
W
S
O
W
EXISTING AREA
INLET TO REMAIN
EL = 609.88
9.20
E=2595538.05
N=448872.39
ELEV=610.97
SET 60D NAIL
Benchmark #1
E=2595504.4
N=449016.23
ELEV=609.27
SET 60D NAIL
Benchmark #2
SF
S F
SF
SILT FENCE
LIMITS OF CONSTRUCTION
DISTURBED AREA = 0.20 ACRES
BUILDING 501
S S
S S
SILT SOCK
SILT SOCK
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ApprovedDate DescriptionSymbol
DATE:
FILE NAME:
DESIGNED BY:
DWN BY: CHK BY:
PLOT DATE:
PLOT SCALE:
CONTRACT NUMBER:
PROJECT NUMBER:
SHEET
REFERENCE
NUMBER
Sheet of
XHZG201401615
SAT
CFJ
VOLUME 1 OF 1
COMBA
AIR MAND
COMT
501 EAST PARKING LOT ADDITION
CFJ
TYPE B FINAL 04/18/2017
CYNTERGY AEC
810 SOUTH CINCINNATI
2ND FLOOR
TULSA, OK 74119
918.877.6000
N/A
1:1
04/18/2017
OKLAHOMA AIR NATIONAL GUARD
TULSA I.A.P. OK.
BCE: Phillip R. DeLong Jr., Major, OKANG
04/18/2017
A P
R
T
Y P
N
CG101
GRADING AND EROSION
CONTROL PLAN
CG101
N
SCALE:
SITE GRADING AND EROSION CONTROL PLAN
1" = 10'-0"
0 10' 20'
SCALE: 1" = 10'-0"
1. ALL DIMENSIONS ARE TO CENTERLINE OF ROAD, FACE OF CURB,
FACE OF BUILDING OR STRUCTURE, UNLESS OTHERWISE NOTED.
2. ADD 600 TO ALL SPOT ELEVATION TO ACHIEVE DATUM
3. VERTICAL DATUM IS BASE ON (NAVD88). HORIZONTAL DATUM IS
BASED ON OKLAHOMA STATE PLANE COORDINATE SYSTEM. SURVEY
PREPARED BY NICKLE & ASSOCIATES, INC. , CONTACT GREG
NICKLE - 918.664.5411.
4. ALL VALVE BOX AND MANHOLE COVERS SHALL BE ADJUSTED TO
FINISH GRADE.
MEET AND MATCH CURB AND GUTTER ELEVATION FLUSH
SAW-CUT EXISTING PAVEMENT FULL DEPTH
PROVIDE A SMOOTH AND FLUSH TRANSITION BETWEEN NEW
AND EXISTING PAVEMENTS.
REVERSE GUTTER TO DRAIN
PROVIDE POSITIVE SLOPE TO AREA INLET
ADJUST TO FINISH GRADE
NOTE BY SYMBOL:
GRADING NOTES:
OKLAHOMA ONE-CALL
SYSTEM, INC.
1-800-552-6543
OR DIAL 811
SURFACE RUNOFF SIDE
DETAIL NOTES:
1. SILT FENCE MUST BE MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL SODDING IS IN PLACE OR 75% VEGETATION
STABILIZATION IS OBTAINED IN THE TRIBUTARY AREA.
2. OPTION TO WIRE STRANDS: PROVIDE 6" X 6"X 11 GAGE SMOOTH
ZINC-COATED (GALVANIZED) CARBON STEEL WIRE FENCE AS SUPPORT
NETTING MATERIAL.
USE WIRE RINGS TO ATTACH FILTER
FABRIC AND SUPPORT NETTING TO
METAL POST - TYPICAL
30" MAXIMUM
FABRIC TIES
PROVIDE (3 MINIMUM)
9 GAUGE
GALVANIZED WIRE -
RE: DETAIL NOTE 2
BOTTOM OF FILTER FABRIC IN
TRENCH 6" BELOW EXISTING
GROUND
5'-0" CENTERS TYPICAL
8'-0" MAXIMUM
D
E P
T H
M I N
I M
U M
B U
R Y
EXISTING
GROUND
4 FT (MIN) X 1.25 LB/FT
STANDARD METAL "T" POST
CUT 6" x 6" TRENCH
AND PLACE FABRIC IN
DITCH AND BACKFILL
SURFACE RUNOFF
PROVIDE 3/4 " - 1 1/2 "
WASHED GRAVEL
BACKFILL IN TRENCH
GEOTEXTILE FILTER FABRIC
MATERIAL (MARAFI 100X OR
APPROVED EQUAL)
ATTACHED TO WIRE FENCE
RE: DETAIL NOTE 2
SCALE:
SILT FENCE DETAIL
NOT TO SCALE
SILT SOCK MUST BE MAINTAINED DURING ALL
PHASES OF CONSTRUCTION UNTIL SEEDING IS
IN PLACE OR 75% VEGETATION STABILIZATION
IS OBTAINED IN THE TRIBUTARY AREA.
DETAIL NOTES:
EXISTING GRADE
SILT SACK FILLED WITH GRAVEL
SCALE:
SILT SOCK DETAIL
NOT TO SCALE
AutoCAD SHX Text 610.5
AutoCAD SHX Text 609.5
AutoCAD SHX Text 610.5
AutoCAD SHX Text 610.5
AutoCAD SHX Text 610.5
AutoCAD SHX Text 611.5
AutoCAD SHX Text 611.0
AutoCAD SHX Text 611.0
AutoCAD SHX Text 611.0
AutoCAD SHX Text 611.0
AutoCAD SHX Text 610.5
AutoCAD SHX Text 610.0
AutoCAD SHX Text 609.5
AutoCAD SHX Text 609.0
AutoCAD SHX Text 609.5
AutoCAD SHX Text 609.5
AutoCAD SHX Text 609.5
AutoCAD SHX Text 609.5
AutoCAD SHX Text 610.0
AutoCAD SHX Text 611.0
AutoCAD SHX Text 610.0
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ApprovedDate DescriptionSymbol
DATE:
FILE NAME:
DESIGNED BY:
DWN BY: CHK BY:
PLOT DATE:
PLOT SCALE:
CONTRACT NUMBER:
PROJECT NUMBER:
SHEET
REFERENCE
NUMBER
Sheet of
XHZG201401615
SAT
CFJ
VOLUME 1 OF 1
COMBA
AIR MAND
COMT
501 EAST PARKING LOT ADDITION
CFJ
TYPE B FINAL 04/18/2017
CYNTERGY AEC
810 SOUTH CINCINNATI
2ND FLOOR
TULSA, OK 74119
918.877.6000
N/A
1:1
04/18/2017
OKLAHOMA AIR NATIONAL GUARD
TULSA I.A.P. OK.
BCE: Phillip R. DeLong Jr., Major, OKANG
04/18/2017
A P
R
T
Y P
N
1:10 MAX.
TROWEL GROOVE (MATCH
BACK OF CURB LINE)
1:10 MAX.
SCALE:
RAMP DETAIL
NOT TO SCALE
COMPACTED SUBGRADE
SLOPE TO DRAIN 2% MAX
DETAILS NOTE:
1. TRANSVERSE CONTRACTION JOINTS SPACING SHALL BE 5
FEET FOR WALKS 5 FEET WIDE.
RE: SITE PLAN FOR SIDEWALK WIDTH
BUCKEYE ULTRA
FIBER 500
FINISH GRADE, SLOPE
AWAY FROM
SIDEWALK. (TYP)
LIGHT BROOM
FINISH
1/4" R
SCALE:
SIDEWALK DETAIL
NOT TO SCALE
CRUSHER RUN
CS501
DETAILS
CS501
DETAIL NOTE:
THIS CURB AND GUTTER DETAIL APPLIES IN TWO
CONDITIONS:
1. STANDARD CURB AND GUTTER
2. STANDARD CURB WITH REVERSE GUTTER.
FOR REVERSE GUTTERS, REVERSE THE GUTTER
SLOPE 1/4 " IN AREA WHERE WATER IS TO SHEET
FLOW TO THE OUTFALL POINT. REFER TO THE
GRADING AND DRAINAGE SHEET FOR REVERSE
GUTTER LOCATIONS. BOTH (STANDARD AND
REVERSE) GUTTERS SHOULD MAINTAIN A 6"
MINIMUM CONCRETE GUTTER DEPTH.
SCALE:
CURBING DETAIL
NOT TO SCALE
5'
2'
SCALE:
2' CURB OPENING
NOT TO SCALE
R 2' R 2'
COORDINATE POINT
AND GRADE POINT
8" 8"
6'
1'
28"
8"
1"
R E
N
O T
E
R 1"
AGGREGATE BASE
REVERSE
GUTTER
R 2"
TRANSITION CURB RE: 6 / CS501
3'
SCALE:
CURB TRANSITION
NOT TO SCALE
NEW CURB AND GUTTER
T
R
A
N
S
I
T
I
O
N
V
A
Y
I
G
H
T
F
R
M
PAVEMENT
ISOMETRIC
SCALE:
RAMP DETAIL
NOT TO SCALE
5'
EXISTING SIDEWALK
RAMP SHALL BE TOOL
GROOVED AT 3" ON
CENTER WITH A LIGHT
BROOM FINISH
M A
X
RAMP SHALL BE TOOL
GROOVED AT 3" ON
CENTER WITH A LIGHT
BROOM FINISH
M A
X
PCC - PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
6" SUB - BASE COMPACTED TO 95%
OF STANDARD PROCTOR DENSITY
5" PCC (3500 PSI)
SCALE:
CONCRETE PAD SECTION
NOT TO SCALE
| Sheets and Views |
| 1 GI001 |
| 2 CD101.pdf |
| Sheets and Views |
| 2 CD101 |
| 3 CS101.pdf |
| Sheets and Views |
| 3 CS101 |
| 4 CG101.pdf |
| Sheets and Views |
| 4 CG101 |
| 5 CS501.pdf |
| Sheets and Views |
| 5 CS501 |
File details come from the government source that posted it.