Plans_-_P-650_Aircraft_Aprons_-_Amendment_0003.pdf
PDF 3 MB Posted
- Attached to
- Aircraft Apron, Taxiway & Support Facilities Federal contract opportunity
- Solicitation number
- W912DS18B0035
About this file
Plans - P-650 Aircraft Aprons
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.pdf | ||
| W912DS18B0035-0004.pdf | ||
| P650_2nd_Site_Visit_on_15Jan2019.pdf | ||
| W912DS18B0035-0003.pdf | ||
| Specs_-_P-650_Aircraft_Aprons_-_Amendment_0003.pdf | ||
| Appendix_C_-_P-650_Aircraft_Aprons_(Shelving)_-_Amendment_0002.pdf | ||
| TB3_Order_Form_(FFE)_-_P-650_Aircraft_Aprons_-_Amendment_0002.pdf | ||
| Appendix_D_-_P-650_Aircraft_Aprons_(Antenna)_-_Amendment_0002.pdf | ||
| Plans_-_P-650_Aircraft_Aprons_-_Amendment_0002.pdf | ||
| W912DS18B0035-0002.pdf | ||
| Appendix_E_-_Site_Visit_Sign_In_Sheet.pdf | ||
| W912DS18B0035-0001.pdf | ||
| Package_1_-_P-650_Aircraft_Apron_and_Taxiway_-_Plans.pdf | ||
| Appendix_A_-_P-650_Hazmat_Survey_B4427.pdf | ||
| Package_2_-_P-650_Aircraft_Apron_and_Taxiway_-_Specs.pdf | ||
| Package_3_-_P-650_Aircraft_Apron_and_Taxiway_-_CID,SID,_FFE.pdf | ||
| W912DS18B0035.pdf | ||
| Appendix_B_-_P-650_Geotechnical_Report.pdf |
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Text version
A-201 C1
WORK ROOM
TELE
CLOSET
CLOSET
FLIGHT
OPERATIONS
OFFICER
RADIO
FIELD OPS
LOBBY
TOILET ROOM
TOILET ROOM
MECH
READY ROOM
CORRIDOR
JC
4' - 8"
RO
4' - 8" 5' - 4"
RO
4' - 8" 15' - 10"
9' - 2"
RO
4' - 8" 5' - 4"
RO
4' - 8" 4' - 8"
RO
6' - 4" 6' - 8"
RO
4' - 8" 13' - 10"
RO
4' - 8" 5' - 4"
70' - 0"
A-201 A3
A-201 B1
A-201 A1
1A
1B
A1 A-301
A AAA
A
A A
16' - 4 3/4" 10' - 4 7/8"
9' - 11 1/2"
5'
7/
8"
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4' - 0" 13' - 2 3/8"
6'
1/
4"
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1' - 0" 6' - 2 3/8"
4'
3/
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3'
4" 2'
8"
A-401 A1
2'
8"
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3'
4"
A2 A-301
7'
4"
R O
4'
8"
1' - 3 3/4" 7' - 11" 51' - 6 1/2" 7' - 11" 1' - 3 3/4"
28' - 6"
RO
6' - 4"
A.1 A.6A.5A.2
A.A
A.C
1'
3"
1'
3/
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A1 A-300
1A
1A
2A
3A
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1A
1A
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7' - 4"
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A-604 A1
A-605 A1
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TO SLAB
0'-0"/ 125.60'
A.3 A.4
A1 A-302
A-302 C3
B B
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A-605 A2
1. DO NOT SCALE DRAWINGS.
2. FOR AT/FP DESIGN REQUIREMENTS SEE SPECIFICATION
01 35 13 SPECIAL PROJECT PROCEDURES
3. VERIFY DIMENSIONS IN FIELD, AND INFORM ARCHITECT OF
ANY DISCREPENCIES BEFORE PROCEEDING WITH
CONSTRUCTION.
4. DIMENSIONS ARE FROM FACE OF CMU OR METAL STUD
UNLESS NOTED OTHERWISE.
5. DOOR FRAMES SHALL BE INSTALLED THE FOLLOWING
DISTANCE FROM ADJACENT PERPENDICULAR PARTITONS.
CMU-8", METAL STUD-4", UNLESS NOTED OTHERWISE.
6. FOR ROOF DETAILS, SEE DRAWINGS A-502.
7. FOR DOOR SCHEDULE AND DETAILS, SEE DRAWING A-601.
8. FOR FINISH SCHEDULE, SEE DRAWING I-611.
9. SEE LS-100 OR LS-101 FOR BUILDING CODE ANALYSIS.
10. ALL PARTITIONS ARE 1A UNLESS NOTED OTHERWISE. SEE
A-603 FOR PARTITION TYPES.
11. SEE A-602 FOR WINDOW SCHEDULE AND ELEVATIONS.
GENERAL NOTES
KEY NOTES
1 6' x 5' RECESSED ENTRANCE WALK-OFF MAT (1-5/8" RECESS)
SEE C3/A-603 FOR DETAILS
2 STOREFRONT WING WALL
3 PRE-FINISHED 3" X 4" METAL DOWNSPOUT CONNECTED TO
UNDERGROUND PIPING. PROVIDE PIPE ADAPTER AT BASE OF
DOWNSPOUT
4 EYE BOLT EMBEDDED INTO CONCRETE TO SECURE SAFE
(GFCI), COORDINATE EYE BOLT LOCATION, AND SIZE WITH
COR
5 HIGH/ LOW ABA COMPLIANT DRINKING FOUNTAIN WITH
BOTTLE FILL
6 SEMI-RECESSED FIRE EXTINGUISHER CABINET
7 WALL AND BASE CABINETS
8 REFRIGERATOR
9 ADJUSTABLE SHELVING. SEE DETAIL ON A-604
MECHANICAL UNIT
METAL CLAD POST
4' H CORNER GUARDS AT OUTSIDE CORNERS, TYP. (EXCEPT
AT TOILET ROOMS)
SMART BOARD, COORDINATE SIZE AND MOUNTING LOCATION
WITH COR. PROVIDE BLOCKING AS REQUIRED
(2) 60" TELEVISION MOUNTED ONTO WALL. COORDINATE
MOUNTING HEIGHTS AND LOCATIONS WITH COR. PROVIDE
BLOCKING.
3' DEEP ADJUSTABLE SHELVING. SEE SIMILAR DETAIL ON A-604
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WILDLIFE FENCE FABRIC DETAIL
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LINE POST
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LINE POST
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CHAIN-LINK FENCE
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BARBED-WIRE APRON ON EXTENSION ARMS
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GRADE
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2'-0" MIN.
AutoCAD SHX Text WILDLIFE DETERRANT FENCE FABRIC (CHAIN LINK FABRIC), EXTEND 2'-0" BELOW GRADE ALONG FENCE AT UNPAVED AREAS e3enmrt3 Polygon e3enmrt3 Text Box 10'-0"
York District ®
SHEET ID
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CP500
SCALE:
BITUMINOUS SHOULDER
PAVEMENT SECTION
NOT TO SCALE
THICKNESS DESCRIPTION
BITUMINOUS SURFACE COURSE
4"
3.5"
THICKNESS
ASPHALT SURFACE COURSE
6"
2"
AGGREGATE BASE COURSE
CRUSHED AGGREGATE BASE COURSE
DESCRIPTION
SCALE:
PARKING LOT ASPHALT PAVEMENT SECTION
NOT TO SCALE SCALE:
HEAVY DUTY ACCESS PAVEMENT SECTION
NOT TO SCALE
SCALE:
ARMY APRON PAVEMENT SECTION
PAVEMENT SECTION
NOT TO SCALE SCALE:
USMC APRON PAVEMENT SECTION
PAVEMENT SECTION
NOT TO SCALE SCALE:
MILITARY/EMERGENCY FUEL
TRUCK PAVEMENT SECTION
NOT TO SCALE
NOTES:
4" STONE BASE
MATERIAL
COMPACTED
SUBGRADE (95%)
SEE PLAN FOR WIDTH
" R
BROOM FINISH
FINISHED GRADE
1/4" PER FOOT
SCALE:
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
THICKNESS
ASPHALT SURFACE COURSE
3.5"
DESCRIPTION
THICKNESS
PORTLAND CEMENT CONCRETE
6"
THICKNESS
PORTLAND CEMENT CONCRETE
6"
THICKNESS
PORTLAND CEMENT CONCRETE
10.5"
1. ANY SIDEWALK REMOVED SHALL BE REMOVED IN ITS ENTIRETY BETWEEN JOINTS. COMPLETE SLAB
SHALL BE REPLACED AND NEW JOINTS PROVIDED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY 5'.
2. SIDEWALK SHALL DRAIN AWAY FROM BUILDINGS. REFER TO SITE GRADING AND DRAINAGE PLAN FOR
INFORMATION.
NOT TO SCALE
CP500
A2
PAVEMENT TYPICAL SECTIONS
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DRAINAGE LAYER
GEOTEXTILE FABRIC
4"
1. THE CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL OBSERVE PROOF
ROLLING OF THE PAVEMENT SUBGRADE AND DETERMINE IF EXISTING
FILL UNDERCUTTING IS REQUIRED BASED ON THE GEOTECHNICAL
REPORT AND RECOMMENDATIONS.
GENERAL NOTES
4" THICK CONCRETE W/
6 X 6- W1.4 X W1.4 WWF
THICKNESS
PORTLAND CEMENT CONCRETE
9.5"
SCALE:
ARMY APRON PAVEMENT SECTION
PAVEMENT SECTION
NOT TO SCALE
6"
DRAINAGE LAYER
CP500
D1
CP500
D2
CP500
D4
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C4
CP500
C2
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C1
CP500
B1
CP500
B2
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COMPACTED SUBGRADE
6" CRUSHED AGGREGATE BASE COURSE
DRAINAGE LAYER
GEOTEXTILE FABRIC
4"
COMPACTED SUBGRADE
6" CRUSHED AGGREGATE BASE COURSE
DRAINAGE LAYER
GEOTEXTILE FABRIC
4"
COMPACTED SUBGRADE
6" CRUSHED AGGREGATE BASE COURSE
DRAINAGE LAYER
GEOTEXTILE FABRIC
4"
COMPACTED SUBGRADE
6" CRUSHED AGGREGATE BASE COURSE
DRAINAGE LAYER
GEOTEXTILE FABRIC
4"
COMPACTED SUBGRADE
6" CRUSHED AGGREGATE BASE COURSE
DRAINAGE LAYER
GEOTEXTILE FABRIC
4"
COMPACTED SUBGRADE
PORTLAND CEMENT CONCRETE
CRUSHED AGGREGATE BASE COURSE
DRAINAGE LAYER
GEOTEXTILE FABRIC
COMPACTED SUBGRADE
SCALE:
AIRFIELD CONCRETE
UNDERDRAIN SECTION
NOT TO SCALE
CP500
A4
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6" DIA. PERFORATED PVC UNDERDRAIN PIPE
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GEOTEXTILE FABRIC
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1 ADDENDUM 01/11/2019
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CONNECTION TO EXISTING STORM STRUCTURE. REMOVE
EXISTING GRATE TOP AND REPLACE WITH SOLID
MANHOLE COVER. ADJUST TOP TO MATCH FINISH GRADE.
TRENCH DRAIN, A1/CU502
TRENCH DRAIN MANUAL GATE VALVE, A3/CU501
GUTTER DOWNSPOUT SHOE, C5/CU503
APRON UNDER DRAIN PIPE
EXTEND NEW 6" PVC FROM EXISTING PAVEMENT EDGE
DRAIN TO STORM STRUCTURE 1
DOGHOUSE MANHOLE, C1/CU502
STORM STRUCTURE NUMBER
STORM MANHOLE
LOD LIMITS OF DISTURBANCE
STORM GRATE INLET
1. ORDNANCE BERM SHALL BE SLOPED 2:1 MAXIMUM.
2. SEE ARCHITECTURAL DRAWINGS FOR ROOF DRAIN
LOCATIONS.
3. STORM MANHOLE TOP IS TO BE FLUSH WITH FINISH GRADE.
4. STORM SEWER DRAINAGE STRUCTURE SCHEDULE SEE
CG203.
5. SPOT ELEVATIONS WITHIN PARKING LOT ARE TOP OF CURB
ELEVATIONS UNLESS OTHERWISE NOTED.
SPOT ELEVATION
1"=50'
CG101
A2
SITE GRADING PLAN
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KEY MAP
LEGEND
KEY NOTES
GENERAL NOTES
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CHAIN LINK 6'
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CHAIN LINK 6'
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WHH
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AC
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CHAIN LINK 6'
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CHAIN LINK 6'
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GATE
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7' BLOCK WALL
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GPR NOT COMPLETED SOUTHEAST OF FENCE
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AC
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AC
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CHAIN LINK 6'
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GATE
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EXISTING ARMY ADAG FACILITY
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BLDG. 4455
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BLDG. 4461
AutoCAD SHX Text 121.7
AutoCAD SHX Text 122.2
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132.05 *EX.EP.
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131.65 *EX.EP.
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132.44 *EX.EP.
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133.10 PVMT
AutoCAD SHX Text 133.05
AutoCAD SHX Text 132.55
AutoCAD SHX Text 132.35
AutoCAD SHX Text 132.5
AutoCAD SHX Text 131.5
AutoCAD SHX Text 131.65
AutoCAD SHX Text 132.2
AutoCAD SHX Text 131.85
AutoCAD SHX Text 130.9
AutoCAD SHX Text 131.35
AutoCAD SHX Text 130.25
AutoCAD SHX Text 130.5
AutoCAD SHX Text 129.45
AutoCAD SHX Text 130.85
AutoCAD SHX Text 130.7
AutoCAD SHX Text 129.85
AutoCAD SHX Text 130.0
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127.5 HP
AutoCAD SHX Text 128.8
AutoCAD SHX Text 128.75
AutoCAD SHX Text 129.5
AutoCAD SHX Text 129.6
AutoCAD SHX Text 129.9
AutoCAD SHX Text 130.25
AutoCAD SHX Text 130.75
AutoCAD SHX Text 130.65
AutoCAD SHX Text 128.2
AutoCAD SHX Text 128.1
AutoCAD SHX Text 129.2
AutoCAD SHX Text 128.9
AutoCAD SHX Text 128.6
AutoCAD SHX Text 127.4
AutoCAD SHX Text 127.3
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125.5 CONC
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125.5 CONC
AutoCAD SHX Text 127.4
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127.9 TURN DOWN CURB
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125.7 PVMT
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125.3 PVMT
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127.5 TURN DOWN CURB
AutoCAD SHX Text 130.0
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133.25 TURN DOWN CURB
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133.65 TURN DOWN CURB
AutoCAD SHX Text 126.6
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126.3 PVMT
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125.8 PVMT
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125.3 PVMT
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124.8 PVMT
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124.2 PVMT
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123.85 EP
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122.3 SHD
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123.15 SHD
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122.60 SHD
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122.2 SHD
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124.04 *EX.EP
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123.4 EP/HP
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123.0 EP
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124.4 EP
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122.0 EP
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122.8 EP
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123.65 EP
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123.10 EP
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122.7 EP
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122.2 SHD
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122.9 SHD
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122.5 SHD
AutoCAD SHX Text 122.7
AutoCAD SHX Text 125.5
AutoCAD SHX Text 125.50
AutoCAD SHX Text 125.5
AutoCAD SHX Text 125.8
AutoCAD SHX Text 125.0
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122.7 EP
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123.73 *EX.EP.
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124.23 *EX.EP.
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124.12 *EX.EP
AutoCAD SHX Text 122.2
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123.15 EP
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123.10 EP
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123.15 EP
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123.17 EP
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123.2 EP
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122.75 EP
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122.25 SHD
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121.1 SHD
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121.60 EP
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122.7 SHD
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122.67 SHD
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122.65 SHD
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122.6 SHD
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122.65 SHD
AutoCAD SHX Text 130.35
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127.7 PVMT
AutoCAD SHX Text 123.2
AutoCAD SHX Text 122.7
AutoCAD SHX Text 123.7
AutoCAD SHX Text 123.2
AutoCAD SHX Text 124.6
AutoCAD SHX Text 124.0
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121.5 SHD
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122.6 EP
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122.1 SHD
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122.6 SHD
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123.6 EP
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123.1 SHD
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123.9 EP/HP
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123.8 SHD
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122.7 HP
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122.4 TOS
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120.85 TOS
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122.3 HP
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121.0 TOS
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122.6 TOS
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121.4 TOS
AutoCAD SHX Text 122.4
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122.5 HP
AutoCAD SHX Text 122.5
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122.0 TOS
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121.4 TOS
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121.5 TOS
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122.5HP
AutoCAD SHX Text 122.7
AutoCAD SHX Text 143.0
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124.0 TOS
AutoCAD SHX Text 125.5
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AutoCAD SHX Text 143.0
AutoCAD SHX Text 143.0
AutoCAD SHX Text 123.75
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127.3 CURB CUT
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128.0 CURB CUT
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126.5 CURB CUT
AutoCAD SHX Text 2E
AutoCAD SHX Text 3C
AutoCAD SHX Text 3B
AutoCAD SHX Text 3A
AutoCAD SHX Text 2B
AutoCAD SHX Text 2C
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AutoCAD SHX Text 1C
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AutoCAD SHX Text 0.50%
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123.1 LP
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123.5 LP
AutoCAD SHX Text 0.5%
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AutoCAD SHX Text 1.25%
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AutoCAD SHX Text 0.50%
AutoCAD SHX Text 1.25%
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125.3 HP
AutoCAD SHX Text 126.25
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125.0 TOS
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FFE=125.80
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HP
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HP
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HP
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123.80 TOS
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124.75 HP
AutoCAD SHX Text 2G
AutoCAD SHX Text 125.5
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123.25 *EX.SHD
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120.20 EX.TOS
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EX7164
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125.5 CONC
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123.2 EP
AutoCAD SHX Text 128.10
AutoCAD SHX Text 127.70
AutoCAD SHX Text 127.60
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125.40 CURB CUT
AutoCAD SHX Text 126.00
AutoCAD SHX Text 127.40
AutoCAD SHX Text 127.60
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126.00 TURN DOWN CURB
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AutoCAD SHX Text 123.40
AutoCAD SHX Text 121.30
AutoCAD SHX Text 123.40
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127.9 EX.EP.
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128.6 EX.EP.
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1 INCH = FT.
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( SCALE IN FEET )
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AutoCAD SHX Text 122.2
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MATCHLINE SEE SHEET CG102
AutoCAD SHX Text 2"
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AutoCAD SHX Text 8"
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GAS SO
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GAS SO
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AC
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AC
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AC
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GV
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GAS SO
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EXISTING ARMY ADAG FACILITY
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EXISTING HANGAR #4401
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1 AMENDMENT-003 01/15/2019
³
³
US Army Corps of
Engineers New
York District ®
SHEET ID
M
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C
O R
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N G
I N
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D R
A W
N
B
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D E
S I G
N E
D
B
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S U
B M
I T
T E
D
B
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S I Z
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C H
E C
K E
D
B
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A N
S I
D
F I L
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N
A M
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I S
S U
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D
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C O
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L I C
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A T
I O
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N
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F I L
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G
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ISSUE FOR CONSTRUCTION
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CU501
SCALE:
FORCEMAIN CONNECTION
TO MANHOLE #292
NOT TO SCALE
NOTES:
1. CONTRACTOR SHALL SELECT A SANITARY LIFT STATION PACKAGE
SYSTEM TO MEET PUMP DESIGN CONDITIONS. PACKAGE SYSTEMS
SHALL BE REVIEWED AND APPROVED BY COR IN ACCORDANCE TO
SPECIFICATIONS.
2. EMERGENCY NOTIFICATION TELEPHONE NUMBERS SHALL BE CLEARLY
POSTED AT THE LIFT STATION SITE.
3. LIFT STATION SHALL BE SECURED PROVIDING A LOCKABLE CONTROL
PANEL, VALVE VAULT, AND WET WELL HATCH. LOCKS SHALL BE
INSTALLED AFTER LIFT STATION STARTUP.
4. 1.25" PVC SCH 80 FORCE MAIN SHALL BE GREEN OR MARKED GREEN
FOR IDENTIFICATION. TRACER WIRE SHALL BE INSTALLED ALONG THE
ENTIRE ROUTE.
5. SEE SPECIFICATIONS FOR POWER REQUIREMENTS.
6. CONTRACTOR SHALL CALCULATE CONCRETE BALLAST DIMENSIONS
BASED ON LIFT STATION MANUFACTURER SPECIFICATIONS.
ARMY AVIATION SUPPORT BUILDING
CLASSIFIED AS OFFICE BUILDING.
TOTAL SQ FT. = 2,100 SQ.FT.
NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION WASTEWATER
GENERATION FACTOR - 0.10 GALLONS (GAL) PER SQUARE FOOT (SF) PER DAY (D)
2,100 SF X 0.10 GAL PER SF PER DAY = 210 GPD
SHIFT DURATION (PER DAY) - 8 HOURS
210 GPD X 1HR = 0.437 GPM
8 HR 60 MIN
PEAKING FACTOR - 4 (UNITLESS)
0.437 GPM X 4 = 1.75 GPM PEAK FLOW
PUMP DESIGN CONDITIONS:
LENGTH OF FORCEMAIN: 313.0 LF
DIAMETER OF FORCEMAIN: 1.25-INCH PVC SCH 80
FLOW: 1.75 GPM (PEAK FLOW)
Hs = 125.10 FEET - 122.30 FEET = 2.80 FEET
Hf = 0.44 FEET
TOTAL PUMP HEAD = 2.4 FEET
TOTAL PUMP DESIGN POINT = 1.75 GPM @ 3.24 FEET
SCALE:
SANITARY LIFT STATION
NOT TO SCALE
NOT TO SCALE
CU501
A3
UTILITY DETAILS
D
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GENERAL SHEET NOTES
SCALE:
STANDARD DRY BARRELL
FIRE HYDRANT DETAIL
NOT TO SCALE
CU501
A2
CU501
C1
CU501
D4
SCALE:
AIR RELEASE MANHOLE
NOT TO SCALE
CU501
A4
SCALE:
TRENCH DRAIN VALVE
NOT TO SCALE
CU501
A3
AutoCAD SHX Text
EXISTING 8" PVC GRAVITY SEWER LINE
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1.25" FM FROM BUILDING
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1.5" PIPE STAND OFF STRAP (TYP 2)
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2-45° BEND
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2-45° BEND
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REGROUT AND SEAL AS REQUIRED
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EXISTING MANHOLE #292
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3.0' MINIMUM COVER
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6" GRANULAR
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FILL PIPE BEDDING
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FIN. GRADE
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6" VALVE
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8" WATER MAIN
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6" HYDRANT ASSEMBLY
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CONCRETE COLLAR
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MAIN TEE
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DRY BARREL FIRE HYDRANT WITH TWO 2-1/2" OUTLETS.
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4-1/2" PUMPER CONNECTION
AutoCAD SHX Text 2" MIN. EXPOSURE- PROVIDE EXTENSION. WHERE NECESSARY, COORDINATE W/FINISHED GRADE ELEVATIONS. (TYP ALL)
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6" GATE VALVE
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CAST IRON VALVE BOX WITH COVER
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3"MIN.
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7 FT.³ OF GRAVEL AROUND WEEP HOLES.
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4" CONCRETE SLAB
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2-3/4" DIA. STAINLESS STEEL ALL THREAD ROD RESTRAINTS(TYP.).
AutoCAD SHX Text
4 FT.³ OF GRAVEL OF GRAVEL
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6"ɸ DUCTILE IRON PIPE
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13"MIN.
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1-1/2" DROP TO GRADE
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8" X 6" TEE
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6" FIRE LATERAL
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STREET
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36" COVER OVER PIPE
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MUST SLOPE FROM STATION
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GRADE=125.50
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BLDG LATERAL FROM C/0, SEE PLUMBING DWGS.
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1.25" FORCEMAIN TO EXISTING SAN. MH #292 (SEE CU202 FOR CONTINUATION)
AutoCAD SHX Text
2% SLOPE
AutoCAD SHX Text
CONC. BALLAST, PER MANUFACTURER SPECIFICATIONS
AutoCAD SHX Text
DEPTH OF WIRE PER LOCAL CODE
AutoCAD SHX Text
INV. = 121.80 (4" PVC)
AutoCAD SHX Text
INV. = 122.30 (1.25" PVC)
AutoCAD SHX Text BEDDING MATERIAL, PER MANUFACTURER SPECIFICATIONS, MINIMUM 6" DEPTH, ROUND AGGREGATE (GRAVEL)
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1-1/2" PVC PIPE, LENGTH AS REQUIRED
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2" X 1-1/2" REDUCER, PVC
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3" X 2" FLEX COUPLING
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3" PIPE, PVC, LENGTH AS REQUIRED
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MANHOLE FRAME AND COVER
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AIR RELEASE VALVE 3", ARI MODEL D-025 SB
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3" COUPLING
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BALL VALVE 1/4"
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HOPE PIPE AND THREADED ADAPTER
AutoCAD SHX Text
3" X 90 DEGREE ELBOW
AutoCAD SHX Text
3" CORPORATION BRASS
AutoCAD SHX Text
3" DOUBLE STRAP TAPPING SADDLE
AutoCAD SHX Text
EXISTING 16" OR 24" PIPE, PVC
AutoCAD SHX Text
1-1/2" PVC PIPE, LENGTH AS REQUIRED
AutoCAD SHX Text
1-1/2" X 90 DEGREE ELBOW, PVC
AutoCAD SHX Text
3" X 90 DEGREE ELBOW
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3" HDPE SDR-9 PIPE (GREEN), LENGTH AS REQUIRED
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3" PIPE, PVC, LENGTH AS REQUIRED
AutoCAD SHX Text
#57 STONE
AutoCAD SHX Text 6"
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VARIABLE
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4" TRENCH DRAIN DISCHARGE PIPE
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FINISHED PAVEMENT
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3'-0" MIN. DIAMETER
AutoCAD SHX Text 6" x 6"- 10/10 WWF
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C.I. VALVE BOX
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1 AMENDMENT-003 01/15/2019
York District ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
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S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
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A N
S I
D
F I L
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N
A M
E
I S
S U
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D
A T
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C O
N T
R A
S O
L I C
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I O
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ISSUE FOR CONSTRUCTION
S I T
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D
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CU502
GENERAL SHEET NOTES
1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE
WITH THE LATEST EDITIONS OF A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II
CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH
NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING
MATERIAL.
2. THE INTERIOR AND EXTERIOR OF MANHOLE AND THE INTERIOR OF
ADJUSTMENT RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS
WATERPROOFING MATERIAL.
3. ALL M/H JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6" WIDE
(MIN) EXTERIOR JOINT TAPE (W/PRIMER). TAPE ON THE CONE SECTION IS
OPTIONAL.
4. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING
SOIL GROUPS ML, CL, OL, MH, CH, OH AND PT) THE SOILS SHALL BE
OVER-EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH
AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR
OVER-EXCAVATE AN ADDITIONAL 12" (AT A MIN.) AND BACKFILL WITH
GRANULAR BACKFILL (57 STONE).
5. ALL EXPOSED CORNERS TO BE CHAMFERED 1".
6. 4000 PSI CONCRETE TO BE USED THROUGHOUT.
7. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR
DOWELS AT 12" CENTERS.
8. ALL REINFORCING STEEL WHERE JOINED SHALL HAVE 18" MIN. OVERLAP
UNLESS NOTED OTHERWISE.
9. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
10. ALL MANHOLES OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS 12" ON
CENTERS.
11. GRATE AND FRAMES FOR MANHOLES SHALL SUPPORT H20 LOADS.
12. MANHOLE RIM & COVER SIMILAR TO U.S. FOUNDRY CO. USF 195-ORS. TOTAL
WEIGHT 325# (325 LB.) TYPE "C" LID TO HAVE MACHINED BEARING
SURFACES. LID TO BE LETTERED "STORM".
SCALE:
TYPICAL MANHOLE
FLOOR PLAN VIEW
NOT TO SCALE
SCALE:
COPOLYMER POLYPROPYLENE
PLASTIC STEP
NOT TO SCALE
SCALE:
MANHOLE PIPE
CONNECTION
NOT TO SCALE
PLAN
SCALE:
TRENCH DRAIN DETAIL
NOT TO SCALE
NOT TO SCALE
CU502
A2
UTILITY DETAILS
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SCALE:
DOGHOUSE MANHOLE
NOT TO SCALE
SCALE:
STORM SEWER
MANHOLE
NOT TO SCALE
CU502
A1
CU502
C1
CU502
D3
CU502
B3
CU502
A3
CU502
A5
AutoCAD SHX Text
GROUT
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
MANHOLE STRUCTURE
AutoCAD SHX Text
KORBAND
AutoCAD SHX Text
SEWER LINE
AutoCAD SHX Text
PIPE CLAMP
AutoCAD SHX Text
PRE INSTALLED FLEXIBLE CONNECTOR
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
1/2" GRADE 60 STEEL REINFORCEMENT
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
6" TYP
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FLOW
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FLOW
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FLOW
AutoCAD SHX Text SOLID CLASS "C" CONCRETE, SOLID FILLER BRICKS ONLY ALLOWED AS FILLER, NO RUBBLE. GRADE TO 1/2" PER FOOT.
AutoCAD SHX Text
4' DIA. REINFORCED CONCRETE MANHOLE (TYP)
AutoCAD SHX Text
CUT OFF PIPE AT WALL LINE (TYP)
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
LEVELING COURSE,12" MIN. THICKNESS OF GRANULAR BACKFILL (#57 STONE)
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text
SEE PLAN VIEW
AutoCAD SHX Text 9"
AutoCAD SHX Text 18"
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 12"
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OUTFALL PIPE
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TOP OR COVER
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ELEVATION
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I.E. OUT = SEE SHEET CG101
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TRENCH FRAME
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AND GRATE
AutoCAD SHX Text 0.5%%%
AutoCAD SHX Text
SEE SHEET CG101
AutoCAD SHX Text NOTES 1. REINFORCING STEEL FY = 60 KSI. REINFORCING STEEL FY = 60 KSI. 2. THE MINIMUM CLEAR COVER OF CONCRETE OVER REINFORCING STEEL SHALL BE THE MINIMUM CLEAR COVER OF CONCRETE OVER REINFORCING STEEL SHALL BE 3" FOR CONCRETE PLACED DIRECTLY AGAINST THE SOIL. 3. TRENCH FRAME AND GRATE SHALL BE ASTM CLASS 35 CAST IRON, NEENAH TRENCH FRAME AND GRATE SHALL BE ASTM CLASS 35 CAST IRON, NEENAH R-4990FX TYPE A OR APPROVED EQUAL. 4. TRENCH DRAIN GRATE SHALL BE BOLTED AND SECURE.TRENCH DRAIN GRATE SHALL BE BOLTED AND SECURE.
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SEE PLAN VIEW
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EMBED BASE 2" IN CONCRETE
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CAST-IN-PLACE CONCRETE BASE W/ #4 AT 12" EW
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CONCRETE INVERT
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NEW PIPE
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8" MIN.
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6" MIN. COMPACTED GRANULAR FOUNDATION
AutoCAD SHX Text SEAL ANNULAR SPACE BETWEEN DOGHOUSE OPENING AND EXISTING PIPE WITH HYDRAULIC CEMENT
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STORM
AutoCAD SHX Text 22 3/8"
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MAY BE USED.
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W/VERTICAL SIDES (AS SHOWN)
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8" BRICK MANHOLE
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%%UNOTE:
AutoCAD SHX Text 9"
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#6 BARS AT 6" O.C. EACH WAY
AutoCAD SHX Text
GRAVITY SEWER
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(OFFSET OPENING FOR BETTER ACCESS)
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STEP
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4" PVC OUTFALL PIPE
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1 AMENDMENT-003 01/15/2019
| CS311.pdf |
| Sheets and Views |
| CS311 |
| CP500.pdf |
| Sheets and Views |
| CP500 |
| CU502.pdf |
| Sheets and Views |
| CU502 |
| CU501.pdf |
| Sheets and Views |
| CU501 |
| CG101.pdf |
| Sheets and Views |
| CG101 |
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