A21 - FallsLakeWaterSewerLineConnection_RTA_Plans_unlocked.pdf

PDF 2 MB Posted Jul 22, 2022

Attached to: Falls Lake Water and Sewer Line Connection Wake County, North Carolina
Solicitation number: W912PM22B0026
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a small business set-aside contract valued between $500,000 and $1,000,000 to install approximately 450 linear feet of new domestic water line and 325 linear feet of sanitary sewer piping to provide water and sewer service to Falls Lake Tailrace facilities in Wake County, North Carolina. The work includes a city water meter and backflow preventer assembly. The solicitation will be issued electronically on July 26, 2022 by the U.S. Army Corps of Engineers, Wilmington District. Bids are due on the date specified in the solicitation. Offerors must be registered in the System for Award Management to be eligible for award. The North American Industry Classification System code is 237110 and the size standard is $39.5 million. Interested parties should monitor the SAM website for the solicitation and amendments.

View the file

Other files

File	Type	Posted
B4 - Bid Attendance Sheet.pdf	PDF	Aug 26, 2022
B1 - Bid Abstract Falls Tailrace_Signed.pdf	PDF	Aug 25, 2022
B4 - Bid Verification Letter_Signed.pdf	PDF	Aug 25, 2022
A21 W912PM22B0026 Amendment 001.pdf	PDF	Aug 5, 2022
Site Visit Questions and Responses.pdf	PDF	Aug 4, 2022
Site Visit Sign In Sheet.pdf	PDF	Aug 4, 2022
A21 - FallsLakeWaterSewerLineConnection_RTA_Plans.pdf	PDF	Jul 22, 2022
A21 - RTA-Specs-W912PM22B0026-FallLk-TailRace-CmfrtStn.pdf	PDF	Jul 22, 2022
A21 - W912PM22B0026_Falls Tailrace Water and Sewer Line Solicitation.pdf	PDF	Jul 22, 2022

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

D Y

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

N D

N G

N U

E W

, N O

N A

A N

D S

E C

O N

N W

C O

U N

, N

O R

A H

. W

D E

H . W

" x

D R

G C

O D

-0 2-

2P M

H T

W912PM22B0026

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

WILMINGTON DISTRICT

XXXXXX-XX-X-XXXX

JULY-2022

G001

C O

S H

FALLS LAKE

WATER AND SEWER LINE CONNECTION

WAKE COUNTY, NORTH CAROLINA

Approval Recommended: *

Approved: *

DATE

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET GI01.

CHIEF, ENGINEERING BRANCH

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

6 JULY 2022

GI-01

PLATE TITLE

PROJECT LOCATION

HYDEBEAUFORTPITT

EDGECOMBE

WASHINGTON TYRREL

DARE

PAMLICO

CRAVEN

JONES

ONSLOW

DUPLIN

PENDER

NEW

BRUNSWICK

COLUMBUS

BLADEN

ROBESON

HOKE

M O

O R

LEE

CHATHAM

E C

PERSON

ORANGE

DURHAM

WAKE

JOHNSTON

FRANKLIN

VANCE

WARREN

HALIFAX

NORTHAMPTON

HERTFORD

GATES

NASH

WILSON

SAMPSON

CUMBERLAND

CARTERET

G R

PERQUIMANS

PASQUOTANK

CAMDEN

CURRITUCK

MARTIN

BERTIE

PAMLICO SOUND

ATLANTIC O

CEAN

GREENE

LENOIR

WAYNE

V I R G I N I A

S O U T H C A R O L I N A

HARNETT

NOT TO SCALE

Wilmington

Manteo

Elizabeth City

Cape Hatteras

Cape Lookout

Cape Fear

Rodanthe

Morehead City

PROJECT

DRAWING INDEX

COVER SHEET

INDEX OF DRAWINGS, PROJECT LOCATION AND GENERAL VICINITY MAP

SURVEY

UTILITY PLAN

SEWER PROFILE

EROSION CONTROL DETAILS

G001

GI01

VF101

CU101

CU102

C-501

FALLS LAKE

GENERAL VICINITY MAP

COMFORT STATION

D Y

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

N D

N G

N U

E W

, N O

N A

A N

D S

E C

O N

N W

C O

U N

, N

O R

A H

. W

D E

H . W

" x

D R

G C

O D

-0 2-

2P M

H T

AutoCAD SHX Text

INDEX OF DRAWINGS

AutoCAD SHX Text

ROANOKE

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

NEUSE

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

CHOWAN

AutoCAD SHX Text

CAPE

AutoCAD SHX Text

FEAR

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

AND GENERAL VICINITY MAP

21321

E E E E E E

E E E

E E

28.28'

4'28.29'

COMFORT

STATION

FFE = 218.15

226227

213214

21621

213212 211

FROM TETRA TECH SURVEY

DATED APRIL 30, 2010.

PUMP STATION

SEPTIC TANK

GATE

GRAVEL PATH

CP PK, PT#2

N: 797353.12 E: 2124120.27 Elev: 219.19

CP MAGNAIL, PT#501

N: 797229.79 E: 2124210.85 Elev: 211.60

CP MAGNAIL, PT#502

N: 797329.13 E: 2124184.56 Elev: 216.53

INVERT

36 IN RCP

EL = 198.80

INVERT

36 IN RCP

EL = 197.28

SEWER MH

INVERT = 207.67

RIM ELEV = 217.47

SEE NOTE 6

CP NAIL, PT#1

N: 797258.50 E: 2124089.63 Elev: 218.06

SEWER MH

INVERT = 208.54

RIM ELEV = 212.72

SEE NOTE 6

CONNECTION INFORMATION

FOR THIS MANHOLE WAS

UNAVAILABLE AT THE TIME

OF THE FIELD SURVEY.

ECM 1-5-L REF

N: 797208.20 E: 2124167.38 Elev: 204.31

ALCAP PUE,

NC DOT

N: 797231.97 E: 2124057.96 Elev: 219.85

ALCAP PUE,

NC DOT

N: 797214.06 E: 2124124.96 Elev: 209.07

N3 2°

1-4-L, COMPUTED

N: 797278.10 E: 2124415.76

Elev: 105.00

(N33° 09' 35"W 218.85(R))

(N81° 28' 49"E 225.58(R))

° 3 7'

.2 7(

° 3 7'

C/E C/E

C/E

C/EC/E

C/E

C /E

C/E

C/E C/E

SAN

C/E

C/ E

C/E

C/ E

10.00

OLD FALLS OF NEUSE RD.

(VARIABLE W

IDTH R/W

20' SANITARY

SEWER EASEMENT

VARIABLE WIDTH

PUBLIC UTILITY EASEMENT

RAILROAD SPIKE

1-5-L N: 797244.70 E: 2124193.14 Elev: 212.39

N81° 28' 04"E 225.12

N3 5°

' 5

0" E

.68

S33° 09' 34"E 218.40

PHOEBE FONVILL

BOOK 18

-E

, P

AGE 22

:17

PHOEBE FONVILL

BOOK 18

-E

, P

AGE 22

:17

40.00

35.00

U.S. GOVERNMENT PROPERTY

U.S. GOVERNMENT

PROPERTY

WOODEN RETAINING WALL

AND STAIRS

CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP

15" RCP

INV = 213.73'

15" RCP

INV = 213.96'

ECM 1-6-L

N: 797099.36 E: 2124097.82 Elev: 204.15

1-3-L, COMPUTED

N: 797095.27 E: 2124535.22 Elev: 105.00

FL-CM3

N: 797254.93 E: 2123376.90 Elev: 290.76

NOTES:

1. Survey performed by:

James D. Jacaruso, NC PLS L-3706 USACE, Wilmington District 910-251-4780 (Office) 910-409-8875 ( Cell)

2. Horizontal and Vertical Control:

The Primary Project Control Point (PPCP) is FL-CM3 (COE PID:

ACX726). The NAD 1983 NC State Plane coordinates, in U.S.

Survey Feet, and NAVD 1988 elevation for FL-CM3 are as follows:

N: 797,254.93 E: 2,123,376.90 Z: 290.76

The field survey was performed using a combination of RTK GNSS, with a local base station set up at the PPCP, and conventional total station methods.

3. No determination has been made by the surveyor as to the following:

A. 100-year flood limits;

B. Wetlands;

C. Underground Storage Facilities;

D. Graves, Cemeteries, or Burial Grounds;

E. Hazardous Waste

4. Unless noted otherwise, underground utilities shown hereon are from field locates provided by NC811.

5. The septic tank and pump station depicted hereon represent above ground features.

6. Dates of Field Survey: 28 August 2019, 27-28 February 2020, and 10 March 2020.

I, James D. Jacaruso, Certify this Map was completed on 08 JUN 22, under My Direct and Responsible Charge from an Actual Field Survey performed under My Supervision.

James D. Jacaruso, NC PLS L-3706 Date

SCALE: 1" = 20'

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

US Army Corps of Engineers

VF101

U .S

. A R

M Y

C O

O F

R S

U N

N D

N G

N , N

S D

O W

C O

U N

O R

G R

U R

Feet 0 20 40

N C

G R

LEGEND

USACE CONTROL POINT

SANITARY MANHOLE

POST

ASPHALT PAVEMENT

GRAVEL PAVEMENT

WATER VALVE

LIGHTPOLE

CAMERA POLE (NOT OPERATIONAL)

POWERPOLE

TREE

SIGN

ROCKS

OVERHEAD ELECTRICE E

ES ES

W W

SAN

UNDERGROUND ELECTRIC

UNDERGROUND WATER LINE

METAL GUARD RAIL

CENTERLINE OF ROAD

SANITARY SEWER LINE

HANDRAIL

TREELINE

PROPERTY LINE (NOT SURVEYED)

CULVERT END

R N

U N

Y, S

. 1

D P

A D

D U

SD STORM DRAIN PIPE

PROPERTY LINE (SURVEYED)

FOUND RAILROAD SPIKE

EXISTING CONCRETE MONUMENT (ECM)

FOUND ALUMINUM CAPPED MONUMENT. NC

DOT PUBLIC UTILITY EASEMENT.

N77° 49' 22"W 737.51

REFERENCES:

1. USACE Tract Maps:

102, 103, and 113.

2. The following map recorded in the Wake County Register of Deeds:

"J.F. FONVILLE LAND, Surveyed and Mapped for Zollicoffer, Coy, and K.F.

Fonville, Falls of the Neuse" dated Aug 28, 1924 and recorded in Book 1924 at Page 14.

3. Deed Book 8691, Page 2391 recorded in the Wake County Register of Deeds.

4. A plan set for improvements to Old Falls of Neuse Road from the North Carolina Division of Highways from August of 2011, Project Number B-4660.

FALLS LAKE

NEUSE R

VICINITY MAP: NOT TO SCALE

OLD

FALL

S O F

FALLS OF NEUSE RD.

SITE

21321

E E E E E E

E E E

E E

28.28'

4'28.29'

COMFORT

STATION

FFE = 218.15

223224

226227

21621

213212 211

FROM TETRA TECH SURVEY

DATED APRIL 30, 2010.

PUMP STATION

SEPTIC TANK

GATE

GRAVEL PATH

CP PK, PT#2

N: 797353.12 E: 2124120.27 Elev: 219.19

CP MAGNAIL, PT#501

N: 797229.79 E: 2124210.85 Elev: 211.60

CP MAGNAIL, PT#502

N: 797329.13 E: 2124184.56 Elev: 216.53

INVERT

36 IN RCP

EL = 198.80

INVERT

36 IN RCP

EL = 197.28

SEWER MH

INVERT = 207.67

RIM ELEV = 217.47

SEE NOTE 6

CP NAIL, PT#1

N: 797258.50 E: 2124089.63 Elev: 218.06

SEWER MH

INVERT = 208.54

RIM ELEV = 212.72

SEE NOTE 6

CONNECTION INFORMATION

FOR THIS MANHOLE WAS

UNAVAILABLE AT THE TIME

OF THE FIELD SURVEY.

ECM 1-5-L REF

N: 797208.20 E: 2124167.38 Elev: 204.31

ALCAP PUE,

NC DOT

N: 797231.97 E: 2124057.96 Elev: 219.85

ALCAP PUE,

NC DOT

N: 797214.06 E: 2124124.96 Elev: 209.07

N3 2°

1-4-L, COMPUTED

N: 797278.10 E: 2124415.76

Elev: 105.00

(N33° 09' 35"W 218.85(R))

(N81° 28' 49"E 225.58(R))

° 3 7'

.2 7(

° 3 7'

C/E C/E

C/E

C/EC/E

C/E

C /E

C/E

C/E C/E

SAN

C/E

C/ E

C/E

C/ E

10.00

OLD FALLS OF NEUSE RD.

(VARIABLE W

IDTH R/W

20' SANITARY

SEWER EASEMENT

VARIABLE WIDTH

PUBLIC UTILITY EASEMENT

RAILROAD SPIKE

1-5-L N: 797244.70 E: 2124193.14 Elev: 212.39

N81° 28' 04"E 225.12

N3 5°

' 5

0" E

.68

S33° 09' 34"E 218.40

PHOEBE FONVILL

BOOK 18

-E

, P

AGE 22

:17

PHOEBE FONVILL

BOOK 18

-E

, P

AGE 22

:17

40.00

35.00

U.S. GOVERNMENT PROPERTY

U.S. GOVERNMENT

PROPERTY

WOODEN RETAINING WALL

AND STAIRS

15" RCP

INV = 213.73'

15" RCP

INV = 213.96' WWWW

W W

WWWWWWW

W W

WWWW

SANSAN

SAN

SAN SAN SAN

SANSAN

0+00

2+00

2+62.51

SAN

0+00

2+00

3+00 4+00

4+04.56

TIE INTO EXISTING 4" CIP SEWER LATERAL.

INSTALL CLEANOUT, INV. 213.0

PROPOSED 4" PVC C900 SEWER,

S=1.0% MIN.

SEE SHEET C101 FOR PROFILE.

TRENCH PER CITY OF RALEIGH

STANDARD PLAN S-5.

NEW PRECAST MANHOLE

PER CITY OF RALEIGH STANDARD S-20

MANHOLE COVER PER STANDARD S-25

4" INV IN 211.9

6" INV OUT 210.6

RIM 216.0

CONNECT TO EXISTING WATER BUILDING

CONNECTION AT VALVE

TIE INTO CITY OF RALEIGH

WATER LINE. INSTALL TAPPING SLEEVE

AND VALVE ASSEMBLY PER

CITY OF RALEIGH STANDARD W-14.

CONTRACTOR TO COORDINATE WITH

CITY OF RALEIGH.

605 PRESSURE ZONE @ FFE 225

APPROXIMATE STATIC PRESSURE=164 PSI

TIE INTO EXISTING

CITY OF RALEIGH

SEWER MANHOLE

INV. IN- 208.8

INV. OUT - (208.5)

PS MU

4" DIP CLASS 350

WITH MECHANICAL RESTRAINT JOINTS

TRENCH PER CITY OF RALEIGH

STANDARD W-3

INLET

PROTECTION

WHERE WATER AND SEWER SHARE A TRENCH, WATER SHALL BE

PLACED ON A BENCH OF UNDISTURBED EARTH AND THE CROWN OF

THE SEWER PIPE SHALL BE AT LEAST 18-INCHES BELOW THE INVERT

OF THE WATER LINE. ASPHALT PATCH PER CITY OF RALEIGH

STANDARD S-3. RE-STRIPE AS REQUIRED TO MATCH EXISTING

4" WATER METER AND BOX

PER CITY OF RALEIGH

STANDARD W-32. CONTRACTOR TO

COORDINATE WITH CITY OF RALEIGH..

4" DOUBLE CHECK VALVE BACKFLOW ASSEMBLY

PER CITY OF RALEIGH DETAIL W-38

IN HEATED ENCLOSURE. CONTRACTOR TO BRING

ELECTRICAL SERVICE.

BID OPTION: REMOVE EXISTING PUMP STATION

AND SEPTIC TANK. CAP 2" SEWER FORCE MAIN.

INFILL AND MATCH EXISTING GRADES.

PS MU

PRESSURE REDUCING VALVE

SET TO 70 PSI

4"x4"x2" TEE WITH MECHANICAL RESTRAINTS PROVIDE 4" GATE VALVE AND REDUCER FOR 2" to 1-1/2" TRANSITION.

STUB 4" FOR FUTURE USE

1 1/2" PVC SCHEDULE 80 WITH

MECHANICAL RESTRAINT JOINTS

TRENCH PER CITY OF RALEIGH

STANDARD W-3

SILT FENCE

NEW PRECAST MANHOLE PER CITY OF RALEIGH STANDARD S-20.

MANHOLE COVER PER STANDARD S-25.

6" INV IN 209.6

6" INV OUT 209.3

RIM 212.2

SF SF SF SF

PROPOSED 6" PVC C900 SEWER

S=1.0% MIN

SEE SHEET CU102 FOR PROFILE

TRENCH PER CITY OF RALEIGH

STANDARD PLAN S-5

PS MU

RUN WATER AND SEWER UNDER EXISTING

STORM DRAIN. PROTECT EXISTING STORM

DRAIN AT CROSSINGS

OLD FALLS OF NEUSE ROAD

RIGHT OF WAY

PS MU

CLEANOUT WITH TRAFFIC

RATED FRAME AND GRATE

D Y

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

N D

N G

N U

E W

, N O

N A

A N

D S

E C

O N

N W

C O

U N

, N

O R

A H

. W

D E

H . W

" x

D R

G C

O D

-0 2-

2P M

H T

FONVILLE PROPERTY

UNITED STATES OF

AMERICA PROPERTY

NOTES:

1. CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES MARKED AND LOCATED PRIOR THE START OF ANY DIGGING OR

GROUND DISTURBING ACTIVITY.

2. ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT HANDBOOK DATED JANUARY 21, 2014. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS - INCLUDING BUT NOT LIMITED TO STUB PERMITS, UTILITY CONNECTION PERMITS AND PLUMBING AND ELECTRICAL UTILITY PERMITS, AS REQUIRED, FROM THE CITY OF RALEIGH.

3. THE CITY OF RALEIGH HAS A CROSS CONNECTION CONTROL PROGRAM THAT REQUIRES A CERTIFICATE OF COMPLIANCE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE CERTIFICATE OF COMPLIANCE AND

SATISFYING ALL TESTING REQUIREMENTS AS REQUIRED BY THE CITY OF RALEIGH.

4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION

AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION.

5. ALL DISTURBED AREAS NOT BEING ASPHALT PAVED SHALL BE PERMANENTLY SEEDED AND MULCHED. PAVING

SHALL MATCH EXISTING MATERIAL.

6. TRAFFIC CONTROL SHALL BE PER MUTCD. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH THE COR AND HIS OR HER DESIGNATED REPRESENTATIVE WITH CONSIDERATION OF THE ADJACENT PROPERTY OWNERS/BUSINESS

OWNERS.

7. CONTRACTOR IS RESPONSIBLE FOR REPLACING, IN KIND, ANY ITEMS THAT ARE DISTURBED OR DAMAGED AS A

RESULT OF CONSTRUCTION. THIS INCLUDES ALL EXISTING UTILITIES.

8. RIGHT OF ENTRY SIGNED BY PROPERTY OWNER ON 27 MAY 2022.

PS MU

CU101Feet 0 20 40

UNITED STATES OF

AMERICA PROPERTY

UTILITY PLAN

ELEVATIO

STATION

Profile View of Proposed Sewer

-1+00 0+00 1+00 2+00 3+00 4+00

TIE INTO EXISTING SEWER

CONNECTION AND INSTALL

NEW CLEANOUT - 213.0 INV

TIE INTO EXISTING CITY OF

RALEIGH MANHOLE

208.8 INV IN

(208.5 INV OUT)

PROPOSED MANHOLE

211.9 INV - 4" IN

210.6 INV - 6" OUT

EXISTING 36" RCP SD

PROPOSED MANHOLE

209.6 INV IN

209.3 INV OUT

EXISTING 15" RCP SDPROPOSED CLEANOUT

212.6 INV

4" PVC C900 SEWER

MIN 1% SLOPE

6" PVC C900 SEWER

MIN 1% SLOPE

" M

D Y

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

N D

N G

N U

E W

, N O

N A

A N

D S

E C

O N

N W

C O

U N

, N

O R

A H

. W

D E

H . W

" x

D R

G C

O D

-0 2-

2P M

H T

CU102

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=5'

SEWER PROFILE

D Y

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

.A R

M Y

C O

O F

R S

N D

N G

N U

E W

, N O

N A

A N

D S

E C

O N

N W

C O

U N

, N

O R

A H

. W

D E

H . W

" x

D R

G C

O D

-0 2-

2P M

H T

CLASS "A" STONE

8" MIN. DEPTH

PUBLIC

OAD

50' MINIMUM

SEE CG700 SERIES FOR LOCATION

REFER TO NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN

MANUAL 6.06 FOR ADDITIONAL INFORMATION

DESIGN CRITERIA

AGGREGATE SIZE—USE 11

2 TO 31

2 INCH WASHED STONE.

DIMENSIONS OF GRAVEL PAD—THICKNESS: 8 INCHES MINIMUM

WIDTH: 20-FEET MINIMUM OR FULL WIDTH AT ALL POINTS OF THE VEHICULAR

ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER

LENGTH: 50-FEET MINIMUM

LOCATION—LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM

LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES

AVOID STEEP GRADES, AND ENTRANCES AT CURVES IN PUBLIC ROADS.

WASHING—IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT

ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE

WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE

THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK

MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE.

CONSTRUCTION

1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER

OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.

2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS,

AND SMOOTH IT.

3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE

OUTLET.

4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN

LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.

MAINTENANCE

MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM

LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-

INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT

AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS

SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.

POST CONSTRUCTION

CONTRACTOR TO RESTORE PAVEMENT IN ACCESS PARKING LOT TO EXISTING CONDITIONS

AFTER ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.

GEOTEXTILE

UNDER LINER

CONSTRUCTION

1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.

2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.

SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET

APART.

3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE

MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP

OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.

4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A

HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.

5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE

ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.

6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.

MAINTENANCE

INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH OR GREATER)

RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE

ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE

WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.

REFER TO NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN

MANUAL 6.51 FOR ADDITIONAL INFORMATION

HARDWARE CLOTH AND GRAVEL INLET PROTECTION

SEDIMENT

CONTROL

STONE

PLAN VIEW

STRUCTURAL STONE

5' STEEL POST (TYP)

19-GAUGE HARDWARE CLOTH

(1/4 MESH OPENINGS)

CG803

2' 2'

1'-2"

1'-6"

1' -4

19-GAUGE HARDWARE CLOTH

(1/4 MESH OPENINGS)

CG803

NOT TO SCALE

SECTION

TOP AND BOTTOM STRAND

SHALL BE 10 GAUGE MIN.

WIRE FILTER FABRIC

MIDDLE AND VERTICAL WIRES

SHALL BE 12 1/2 GAUGE MIN.

8' MAX. WITH WIRE

6' MAX. WITHOUT WIRE

EXTENSION OF FABRIC AND

WIRE INTO TRENCH

FILTER FABRIC

COMPACTED FILL

-0 " D

REFER TO NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN

MANUAL 6.62 FOR ADDITIONAL INFORMATION

DESIGN CRITERIA

1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR

POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS

CONFORMING TO THE REQUIREMENTS OF ASTM D 6461.

SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND

STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION

LIFE AT A TEMPERATURE RANGE OF 0 TO 120 DEGREES F.

2. ENSURE THAT POSTS FOR SILT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH

A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS

TO FACILITATE FASTENING THE FABRIC.

3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH

A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.

CONSTRUCTION

1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH

SYNTHETIC FILTER FABRICS.

2. ENSURE THAT THE HEIGHT OF THE SILT FENCE DOES NOT EXCEED 24 INCHES

ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER

SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)

3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF

THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN

THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE

NEXT POST.

4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY

TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE

BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE

UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A

MINIMUM 50 POUND TENSILE STRENGTH.

5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET

APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM

OF 24 INCHES.

6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE

WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO

POSTS. WIRE OF PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH.

7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE

PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.

8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM OF AND SIDE OF THE TRENCH.

9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.

THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.

10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.

MAINTENANCE

INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE

ANY REQUIRED REPAIRS IMMEDIATELY.

SHOULD THE FABRIC OF A SILT FENCE COLLAPSE, TEAR, DECOMPOSE OF BECOME

INEFFECTIVE, REPLACE IT PROMPTLY.

REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME

FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID

UNDERMINING THE FENCE DURING CLEANOUT.

REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE

AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS

BEEN PROPERLY STABILIZED.

Scale: NTS

SILT FENCE DETAIL1

Scale: NTS

INLET PROTECTION2

Scale: NTS

TEMPORARY CONSTRUCTION ENTRANCE/EXIT3

C-501

EROSION CONTROL DETAILS

RTA Plans

G001 COVER SHEET

GI01 INDEX OF DRAWINGS, PROJECT LOCATION, AND GENERAL VICINITY MAP

VF101 FALLS DAM TAILRACE TOPOGRAPHIC SURVEY

CU101 UTILITY PLAN

CU102 SEWER PROFILE

C-501 EROSION CONTROL DETAILS

File details come from the government source that posted it. Updated Jul 22, 2022.