Attach_2A_1_DRAWINGS_larger.pdf
PDF 4 MB Posted
- Attached to
- Hopi Sidewalk Improvements Federal contract opportunity
- Solicitation number
- 13-161-SOL-00009
About this file
Attachment 2A - Drawings Larger
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_7_generator.pdf | ||
| Amendment_6_Q_and_A.pdf | ||
| Amendment_5_Q_and_A.pdf | ||
| Amendment_4_extendJune5th.pdf | ||
| Amendment_3_Sect.I_52.229-3_update.pdf | ||
| Attach_5B_InstallExhibit.pdf | ||
| Amendment__2_Q-A_and_Attach5A-5B.pdf | ||
| Attach_5A_DemoExhibit.pdf | ||
| Amendment_1_drawings-larger.pdf | ||
| Attach_1_WageDeter_hopisidewlk.pdf | ||
| Attach_2_DRAWINGS_hopisidewlk.pdf | ||
| SF25A-98_PaymentBond.pdf | ||
| Attach_4_SoilsRprt_hopisidewlk.pdf | ||
| Return_SF-1442_SectB_SectK.pdf | ||
| SF24-98_BidBondForm.pdf | ||
| Sol_13-161-SOL_00009_HopiSidewalk.pdf | ||
| SF25-96_performancebond.pdf | ||
| Attach_3_Downspout_relocate_exhibit.pdf |
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Text version
E E
S s.p.
24" squash pipe
FL: 84.2
24" squash pipe
FL: 83.8
24" s.p.
FL: 82.8
24" squash pipe
FL: 82.4
24" s.p.
FL: 83.1
24" squash pipe
FL: 81.8
24" s.p.
FL: 81.7
24" squash pipe
FL: 80.6
RCP filled in
24" s.p.
FL: 83.6
24" RCP
FL: 83.4
12" PVC
FL: 84.9
12" PVC
FL: 85.4
12" PVC
FL: 85.7
12" PVC
FL: 85.8
Edge of Existing Asphalt
Project Control:
Set Spike
Project Control:
Set Nail
Crosswalk
Local Low Spot in Asphalt
Gen. Switch
Existing Block Building
FF 5588.1
Existing Building
FF: 5592.8±
Existing CMU Wall
Elec. Cabinets
Edge of Existing Asphalt
Existing Rock Wall
Existing Block Building
Existing Multi-Material Building
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Ex. MH Inv. : -9.41
Existing Concrete
Approximate extents of drainage
Approximate extents of drainage
5584.59 5584.15 5583.69
5584.09
5583.62
5585.50 5585.03
5581.57
5581.36
5581.18
5581.83
5581.98
5582.16
Decorative Block Wall
Stone Steps
Concrete Roof Drain - Outlets to
Stone Basin
Stone Basin
6" Curb
Fenced Enclosure
BENCH MARK
Existing G enerator
Pad (pad elev. 5589.8)
GLO
T28N R18E S29 S28 S32 S33
GLO
T28N R18E
S28 S33
1/4
24" squash pipe
FL: 84.2
24" squash pipe
FL: 83.8
24" s.p.
FL: 82.8
24" squash pipe
FL: 82.4
24" s.p.
FL: 83.1
24" squash pipe
FL: 81.8
24" s.p.
FL: 81.7
24" squash pipe
FL: 80.6
RCP filled in
24" s.p.
FL: 83.6
24" RCP
FL: 83.4
12" PVC
FL: 84.9
12" PVC
FL: 85.4
12" PVC
FL: 85.7
12" PVC
FL: 85.8
Edge of Existing Asphalt
Project Control:
Set Spike
Project Control:
Set Nail
Crosswalk
Local Low Spot in Asphalt
Gen. Switch
Existing Block Building
FF 5588.1
Existing Building
FF: 5592.8±
Existing CMU Wall
Elec. Cabinets
Edge of Existing Asphalt
Existing Rock Wall
Existing Block Building
Existing Multi-Material Building
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Ex. MH Inv. : -9.41
Existing Concrete
Approximate extents of drainage
Approximate extents of drainage
5584.59 5584.15 5583.69
5584.09
5583.62
5585.50 5585.03
5581.57
5581.36
5581.18
5581.83
5581.98
5582.16
Decorative Block Wall
Stone Steps
Concrete Roof Drain - Outlets to
Stone Basin
Stone Basin
6" Curb
Fenced Enclosure
BENCH MARK
Existing G enerator
Pad (pad elev. 5589.8)
GLO
T28N R18E S29 S28 S32 S33
GLO
T28N R18E
S28 S33
1/4
1 - 8" - 30" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE 8" - 15" BRONZE GRATES
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS
ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR
CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE
BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014.
6 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED
7 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID
8 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE
RATED FOR LIGHT DUTY APPLICATIONS ONLY
9 - DOME GRATES HAVE NO LOAD RATING
5 ADAPTER
ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
A
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
3 VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN ON 8" - 24", 10" MIN ON 30")
4" MIN ON 8" - 24"
6" MIN ON 30"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
NYLOPLAST DRAIN BASIN
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
1 2 INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN
BACKFILL MATERIAL BELOW AND TO
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED TO A MIN OF 90%
NON TRAFFIC INSTALLATION
BACKFILL MATERIAL BELOW AND TO
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED TO A MIN OF 90%
10" INLINE
DRAIN
TEE
REV B
TITLE
DWG NO.
CORRUGATED
POLY PIPE
AWADRAWN BYDRAWN BY
1:90 SHEET
10AUG00
CJA
10AUG00
APPD BY
DATE
DATE
ADWG SIZE
DRAIN
BASIN
RISER
2: CHANGE
DIAMETER
10"
12" DRAIN
BASIN
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
10" INLINE
DRAIN
8" - 30" TYPICAL INSTALLATION OPTIONS
7001-110-042
4: CHANGE
DIRECTION
AVAILABLE IN SIZES 8" THROUGH 30".
15"
TYPICAL
INSTALLATIONS
TYPICAL INSTALLATION
OF NYLOPLAST DRAIN
BASIN AND INLINE DRAIN
MATERIAL
PROJECT NO./NAME
SCALE
3: CHANGE
PIPE
2708AG_ _X
2710AG_ _X
2712AG_ _X
2715AG_ _X
2718AG_ _X
2724AG_ _X
2730AG_ _X
Aº
DRAIN BASIN / INLINE DRAIN
THE INLINE DRAIN CAN BE USED
AT THE BEGINNING OF A DRAIN
LINE
2808_ _AG_ _X
2810_ _AG_ _X
2812_ _AG_ _X
2815_ _AG_ _X
2818_ _AG_ _X
2824_ _AG_ _X
2830_ _AG_ _X
INLET
ADAPTERS
CAN BE PUT
ON
ANY ANGLE
1: CHANGE
ELEVATION
ADAPT TO PIPE SIZES 4" THROUGH
30".
WHEN ARE DRAIN BASINS
USED?
WHEN ARE INLINE DRAINS
USED?
SMOOTHWALL
PVC
VARIABLE ELEVATION
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR
POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER,
OR LICENSE THE USE OF THE DESIGN OR TECHNICAL
INFORMATION SHOWN HEREIN REPRODUCTION OF THIS
PRINT OR ANY INFORMATION CONTAINED HEREIN, OR
MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE
DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY
SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.
WATERTIGHT ADAPTERS
AVAILABLE FOR ALL PLASTIC
PIPING SYSTEMS
THE INLINE DRAIN CAN BE USED TO
ENTER AN EXISTING LINE BY USE OF A
RISER AND A TEE
INLINE
DRAIN
3099CGS
APPROX. DRAIN AREA = 324.00 SQ IN
APPROX. WEIGHT WITH FRAME = 237.00 LBS
ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE
GRATE MEETS H-20 LOAD RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110-022
DUCTILE IRON
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