CU101.pdf

PDF 1 MB Posted Jun 6, 2019

Attached to: PN 91252 Pedestrian Bridge Federal contract opportunity
Solicitation number: W912PM19R0012
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Other files attached to PN 91252 Pedestrian Bridge, newest first.
File	Type	Posted
W912PM19R0012-0007.pdf	PDF	Jun 10, 2019
W912PM19R0012-0007_Conformed.pdf	PDF	Jun 10, 2019
W912PM19R0012_PN_91252_Pedestrian_Bridge_Amendment_0005_-_Conform.pdf	PDF	Jun 7, 2019
W912PM19R0012_PN_91252_Pedestrian_Bridge_Amendment_0005_-_Mod.pdf	PDF	Jun 7, 2019
Geotechnical_Report.pdf	PDF	Jun 7, 2019
stormwater_vault_as-builts_-_pn91252.pdf	PDF	Jun 6, 2019
Technical_Summary_of_Changes.pdf	PDF	Jun 6, 2019
Amend_0003_91252_pedestrian_bride_conform.pdf	PDF	Jun 6, 2019
Amend_0003_91252_pedestrian_bride_modification.pdf	PDF	Jun 6, 2019
W912PM19R00120002_Conformed.pdf	PDF	Jun 3, 2019
W912PM19R00120002.pdf	PDF	Jun 3, 2019
W912PM19R00120001.pdf	PDF	Jun 1, 2019
W912PM19R00120001_Conformed.pdf	PDF	Jun 1, 2019
PN91252_RTA_SPECS.pdf	PDF	May 10, 2019
PN91252_RTA_PLANS_unlocked.pdf	PDF	May 10, 2019
PN91252_RTA_PLANS.pdf	PDF	May 10, 2019

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W x

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BUILDING D-2402

B U

I L D

I N

S x

GUT=284.55'

INV=276.7' 24" HDPE SW

INV=276.6' 24" HDPE N

GUT=281.33'

INV=277.2' 24" HDPE S

INV=277.2' 24" HDPE NE

CB (N)

GUT=279.17'

INV=274.4' 18" HDPE S

INV=274.3' 18" HDPE N

CB (S)

GUT=279.20'

INV=274.4' 18" HDPE N

S S x

TOP=288.08'

S S x

S x

C O

N C

E T

A I N

I N

A L

ASPHALT

X S

TOP=282.80'

INV=272.3' 8" PVC W

INV=272.2' 8" MTL N

TOP=289.93'

TOP DROP=283.3' 8" PVC S

INV=273.9' BOT DROP 8" PVC S

INV=273.1' 8" PVC N

INV=273.1' 8" PVC E

GUT=277.3'

INV=274.4' 12" PVC

C O

N N

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T S

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N D

X X X X X X

DUMPSTER

ENCLOSURE

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BLDG H-4802

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T H

4+64 - 4+84 EMERGENCY

ACCESS DRIVE/WALK

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PROPOSED PEDESTRIAN BRIDGE

0+001+002+003+004+005+00

B P

E P

0+501+50

2+50

3+504+50

H.B. N 500,310.6 , 2,001,202.4

H.B.

CONNECT TO

EXIST WATER

N 500,283.6

E 2,001,208.2

6" WATER PROVIDE STEEL CASING UNDER BRIDGE

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STATION

PEDESTRIAN BRIDGE ALIGNMENT

HORZ. SCALE 1"=20'

VERT. SCALE 1"=20'

0+001+002+003+004+005+005+20

REILLY ROAD

DRIVE

THRU

SERVICE DRIVE

LIMITS OF FIELD SURVEY

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10.3' BOTTOM OF GIRDER TO EXISTING GROUND

17.6'

10.6'

SIDEWALK

2' MIN.

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SANITARY SEWER STRUCTURE TABLE

STRUCTURE #

STRUCTURE TYPE

6" CLEANOUT

SEE DETAILS SHEET

CU501 & 502

SEE DETAILS SHEET

CU501 & 502

6" CLEANOUT

NORTHING

500360.33

500466.04

500415.53

500374.88

EASTING

2001583.96

2001560.62

2001609.29

2001617.73

SANITARY SEWER PIPE TABLE

STRUC. - STRUC.

C - D

A - B

B - C

INSIDE DIA. (in.)

4" @ 2.16%

8" @ 3.32%

4" @ 1.54%

Length (ft)

36.8

70.1

41.5

MATERIAL

SCHED.40 PVC

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K E

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SHEET ID

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US Army Corps of Engineers

C A

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READY TO ADVERTISE

FOR OFFICIAL USE ONLY

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CU101

PLAN & PROFILE

LAYOUT AND UTILITY

1"=20'

W I L M

U d w g

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CU101

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P L

F I L

PEDESTRIAN BRIDGE ALIGNMENT

LINE #

LENGTH

500.00

DIRECTION

S78°03'22"W

START STATION

0+00.00

START COORD(NORTH,EAST)

500390.655 , 2001630.774

END STATION

5+00.00

END COORD(NORTH,EAST)

500287.178 , 2001141.599

MH "A" EXISTING

INV. OUT = 273.89

8" INV. IN = 273.99

TOP = MATCH EXISTING

GRADE 287.0 ±

MH "B"

8" INV. OUT = 276.32

4" INV. IN = 284.46*

TOP = MATCH EXISTING

GRADE 289.5±

MH "C"

4" INV. OUT = 285.10*

4" INV. IN = 285.20*

TOP = MATCH EXISTING

GRADE 291.1 ±

NOTES:

1. PLACE MH'S A & B OVER EXISTING 8" SANITARY SEWER.

2. NOTIFY COR IF EXISTING 8" SANITARY SEWER ELEVATIONS VARY FROM DESIGN

ELEVATIONS.

3. PROVIDE STANDARD 4" CLEANOUT AT STRUCTURE "D".

4. VERIFY EXISTING 4" IN INVERT ELEVATION AT NEW STRUCTURE "D".

5. RUN NEW 4" PVC TO STRUCTURE "C" THEN TO STRUCTURE "B" AT MINIMUM

-2% GRADE.

6. PERMANENT SET BOLLARD. SEE ARCHITECTURAL SHEET AE102 FOR LOCATION.

SEE PERMANENT BOLLARD DETAIL SHEET CU502.

7. REMOVABLE BOLLARD. SEE ARCHITECTURAL SHEET AE102 FOR LOCATION.

SEE REMOVABLE BOLLARD DETAIL SHEET CU502.

8. RELOCATE EXISTING FH ASSEMBLY. SEE NOTE 9.

9. NEW LOCATION RELOCATED FH ASSEMBLY. ℄ FH N 500,327.3 , E 2,001,176.8

10. PROVIDE STEEL CASING FOR EXISTING WATER LINE UNDER RAMP.

11. PROVIDE MINIMUM 3 FT. COVER FOR NEW WATER LINE.

12. MAINTAIN EMERGENCY EGRESS AT ALL TIMES.

SANITARY SEWER & WATER LINES SHOWN AND ALL DEMOLITION

ASSOCIATED WITH THEM, IS INCLUDED AS BID OPTION 1. IN

ADDITION ALL ASPHALT, BRICK PAVEMENT, CURB AND GUTTER

REMOVED OR DAMAGED AS PART OF THIS INSTALLATION SHALL

BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE.

NOTE:

BUILDING D-2402

RELOCATE ELECTRICAL

5 FEET EAST AWAY FROM

PIER FOOTING

SCALE: 1" = 20'

0 20 40

LIMIT OF CONSTRUCTION

LIMIT OF

CONSTRUCTION

LIMIT OF CONSTRUCTION

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LIMIT OF CONSTRUCTION

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* ELEV. MAY VARY SEE

NOTES THIS SHEET.

NEW CONDUIT FOR PEDESTRIAN

BRIDGE LIGHTING. CONNECT TO

EX. TRANSFORMER. SEE ELEC.

DWGS FOR DETAILS

SANITARY SEWER KEY NOTES:

SEE NOTE 6.

SEE NOTE 7.

SEE NOTE 8.

SEE NOTE 9.

SEE NOTE 10.

SEE NOTE 12

CONC.

WALK

mcaspar Text Box mcaspar Snapshot mcaspar Text Box Revised by Amendment 0003

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