Attach_2A_1_DRAWINGS_larger.pdf

PDF 4 MB Posted

Attached to
Hopi Sidewalk Improvements Federal contract opportunity
Solicitation number
13-161-SOL-00009
Issued by
Department of Health and Human Services Indian Health Service

About this file

Attachment 2A - Drawings Larger

View the file

Other files for this federal contract opportunity

Other files attached to Hopi Sidewalk Improvements, newest first.
File Type Posted
Amendment_7_generator.pdf PDF
Amendment_6_Q_and_A.pdf PDF
Amendment_5_Q_and_A.pdf PDF
Amendment_4_extendJune5th.pdf PDF
Amendment_3_Sect.I_52.229-3_update.pdf PDF
Attach_5B_InstallExhibit.pdf PDF
Amendment__2_Q-A_and_Attach5A-5B.pdf PDF
Attach_5A_DemoExhibit.pdf PDF
Amendment_1_drawings-larger.pdf PDF
Attach_1_WageDeter_hopisidewlk.pdf PDF
Attach_2_DRAWINGS_hopisidewlk.pdf PDF
SF25A-98_PaymentBond.pdf PDF
Attach_4_SoilsRprt_hopisidewlk.pdf PDF
Return_SF-1442_SectB_SectK.pdf PDF
SF24-98_BidBondForm.pdf PDF
Sol_13-161-SOL_00009_HopiSidewalk.pdf PDF
SF25-96_performancebond.pdf PDF
Attach_3_Downspout_relocate_exhibit.pdf PDF
Show all 18

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

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

File details come from the government source that posted it. Updated .