2 - Hunley Park Drawings.pdf

PDF 13 MB Posted May 11, 2020

Attached to: Repair Storm Drainage Hunley Park
Solicitation number: FA441820R0011
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a firm-fixed price construction contract to complete a storm drainage repair project at Joint Base Charleston - Air Base in North Charleston, South Carolina. The project scope includes repairing and realigning existing storm drainage infrastructure through replacement of deteriorated pipes and structures, erosion control, and site work. A mandatory site visit is scheduled for May 20, 2020, with responses due by the closing date which is not provided. The government reserves the right to cancel this solicitation before or after closing with no obligation to reimburse offerors for any costs. Funding is not presently available and no award will be made until funds are allocated.

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Other files

File	Type	Posted
Solicitation Amendment FA441820R00110003 SF 30.pdf	PDF	Jun 16, 2020
SPR TM Specification.pdf	PDF	Jun 16, 2020
Solicitation Amendment FA441820R00110002 SF 30.pdf	PDF	Jun 10, 2020
Solicitation Amendment FA441820R00110001 SF 30.pdf	PDF	Jun 5, 2020
Hunley Park Stormwater Replacement- Prebid Questions Answers.pdf	PDF	Jun 5, 2020
FA441820R011.pdf	PDF	Jun 5, 2020
6 - Green Procurement Form Hunley Park.pdf	PDF	May 11, 2020
FA441820R011.pdf	PDF	May 11, 2020
4 - Schedule B Hunley Park.pdf	PDF	May 11, 2020
1 - Hunley Park Specifications.pdf	PDF	May 11, 2020
5 - Wage Determination SC20200023.pdf	PDF	May 11, 2020
7 - Hunley Park - Form 66.pdf	PDF	May 11, 2020
3- Hunley Park SWPPP.pdf	PDF	May 11, 2020

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GI-001

REPAIR STORM DRAINAGE HUNLEY PARK

FINAL DESIGN SUBMITTAL

JOINT BASE CHARLESTON - AIR BASE

SOUTH CAROLINA

ATRIAX, PLLC

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COVER SHEET

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PROJECT NO.

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SHEET

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WTH

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WTH

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WTH

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A/E SEAL

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DATE

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APPR'D

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DEPARTMENT OF THE AIR FORCE

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AIR MOBILITY COMMAND

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DESCRIPTION

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APPROVED BY:

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FOR JOINT BASE CHARLESTON

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DATE

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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962

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DKFX 13-1048

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JOINT BASE CHARLESTON

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CHARLESTON, SOUTH CAROLINA

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REPAIR STORM DRAINAGE HUNLEY PARK

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DKFX 13-1048

RIVERS GATE

BUILDING 721

BASE CIVIL ENGINEERING

DORCHESTER GATE

PASS & ID OFFICE

Rotating Beacon3421'

PROJECT SITE

CHARLESTON - AIR

JOINT BASE

CHARLESTON

GEORGETOWN

BEACH

MYRTLE

ORANGEBURG

FLORENCE

COLUMBIA

SOUTH CAROLINA

178 NORTH

SUMTER

JBCA

SOUTH CAROLINA

GREENVILLE

SPARTANBURG

GEORGIA

SAVANNAH

AUGUSTA

NORTH CAROLINA

CHARLOTTE

WILMINGTON

AVIATION AVE.

CHARLESTON

NORTH

ISLAND

JOHNS

HARBOR

CHARLESTON

RIV

MT. PLEASANT

JAMES ISLANDS

FT. JOHNSON ROAD

SAVANNAH HWY

MONTAGUE AVE.

REMOUNT ROAD

WANDO RIVER

BLVD.

GLEN MCCONNELL

BEE

'S F

ERR

Y R

LANDFILL

COUNTY

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SHEET INDEX

GI-001 COVERSHEET

GI-002

VICINITY MAP AND INDEX OF DRAWINGS

EXISTING SITE PLAN

CIVIL

CHARLESTON

JOINT BASE CHARLESTON - AIR BASE

SOUTH CAROLINA

EXISTING SITE - PHOTOS 1 - 9

EXISTING SITE - PHOTOS 10 - 18

EXISTING SITE - PHOTOS 19 - 21

V-101

C-002

C-003

C-004

EXISTING SITE - PHOTO LOGC-001

GI-003 GENERAL NOTES

SITE LAYOUT

SITE DETAILS

EROSION CONTROL DETAILS

C-101

C-501

C-502

GENERAL

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W. HILL BLVD

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AVE

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DICKSON

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MACDONALD

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CIRCLE

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JAMES

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N. GRAVES AVE

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FENCE ON PROPERTY LINE

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DORCHESTER ROAD

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LAWSON DR

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MIDLAND PARK ROAD

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GOOD STREET

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LANGSTON STREET

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PRINCE STREET

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TAYLOR STREET

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AVIATION ACCESS ROAD

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FENCE ON PROPERTY LINE

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FENCE ON PROPERTY LINE

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FENCE ON PROPERTY LINE

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C FENCE

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C FENCE

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N. O'NEAL AVE

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W. HILL BLVD

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HENRY DR

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MITCHELL DR

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MANNING

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JONES

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CIR

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CIR

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LAWSON DR

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THOMAS ST

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AVE

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WHITE

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CIR

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BELLAMY

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CIR

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N. O'NEAL

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KELLER DR

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BOITER ST

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CARTER ST

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ARTHUR DRIVE

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STEWART AVE

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E. HILL BLVD.

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S. GRAVES AVE.

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SCOTT ST

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W. SIMPSON ST.

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SLOAN ST

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N. DAVIS DR.

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E. JACKSON DR

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CHANCE DR

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FRICK AVE

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LAND

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AVE

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YONGUE AVE

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AVE

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FRICK

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HUTCHINSON AVE

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BRADFORD AVE

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RHODES AVE

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FRICK AVE

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JACKSON DR

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AVE

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MILLER AVE

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CHANCE DR

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W. JACKSON DR

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CIR

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RICKEN

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BACKER

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GROSS

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AVE

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COBB

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AVE

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TOUHEY AVE

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RICHARDSON

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AVE

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HITCHCOCK

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AVE

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HODGE

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BATSON

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DOYLE

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REID ST

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ARNOLD

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JAMES

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ELEMENTARY

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SCHOOL

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REMOUNT ROAD

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RADAR AVE.

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INTERCEPT AVE.

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VECTOR AVE.

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AIR ST.

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COMMAND ST.

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DEFENSE ST.

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4TH

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5TH

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6TH

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E STREET

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D STREET

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C STREET

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B STREET

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A STREET

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PROP LINE TO ASHLEY RIVER

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PROP LINE TO ASHLEY RIVER

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AVIATION AVE.

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EASEMENT

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EASEMENT

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EASEMENT

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EASEMENT

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E. JACKSON DR

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W. JACKSON DR

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BATSON

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DR.

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LONG ST.

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N. DAVIS DR.

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N. BATES ST.

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PARK

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CUSABEE TRAIL

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SHAWAWO

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SOUTH AVIATION AVE.

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S. O'NEAL AVE.

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S. O'NEAL AVE.

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S. O'NEAL AVE.

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S. O'NEAL AVE.

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S. O'NEAL AVE.

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ARTHUR DRIVE

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ARTHUR DRIVE

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ARTHUR DRIVE

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SCARTON LANE

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SCARTON LANE

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RANGE ROAD

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RANGE ROAD

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N. DAVIS DR.

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N. GRAVES AVE.

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N. GRAVES AVE

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S. DAVIS DR.

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S. DAVIS DR.

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S. GRAVES AVE.

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W. HILL BLVD.

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E. SIMPSON ST.

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N. BATES ST.

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S. BATES ST.

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S. BATES ST.

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ARTHUR DRIVE

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ARTHUR DRIVE

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ARTHUR DRIVE

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ARTHUR DRIVE

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ARTHUR DRIVE

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N. O'NEAL AVE

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DORCHESTER ROAD

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DORCHESTER ROAD

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DORCHESTER ROAD

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FLIGHT LINE RD

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SCHOOL

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HUNLEY PARK HOUSING

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ALASKA AVE.

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ARKANSAS AVE.

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GEORGIA AVE.

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COLORADO AVE.

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IDAHO AVE.

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IDAHO AVE.

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INDIANA

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KANSAS AVE.

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LOUISIANA AVE.

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KANSAS AVE.

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MARYLAND AVE.

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MICHIGAN AVE.

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MICHIGAN AVE.

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MICHIGAN AVE.

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MICHIGAN AVE.

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MISSISSIPPI AVE.

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NEW YORK AVE.

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NEW MEXICO AVE.

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S. CAROLINA AVE.

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RHODE ISLAND AVE.

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NEVADA AVE.

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OKLAHOMA AVE.

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MONTANA AVE.

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N. DAKOTA AVE.

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TENN. AVE.

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UTAH AVE.

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WEST

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ALASKA AVE.

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MARYLAND

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AVE.

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VIRGINIA

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AVE.

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CHURCH

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FACILITY

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TMQ-11

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(WB)

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UNIT

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ILS FAC

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(FAA)

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GLIDE SLOPE

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FACILITY

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ATCT

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FIRE DEPARTMENT

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TRAINING FACILITY

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MUNICIPAL AIRPORT

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TERMINAL

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INTRANSIT

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AMMUNITION

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STORAGE

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CHILD

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CARE

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CENTER

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STARLIFTER

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YOUTH CTR

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PICNIC

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GROUNDS

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FAM-CAMP

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TRUCK FILL

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CE COMPOUND

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WATER TANK

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AIR FREIGHT

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TERMINAL

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CAW ST

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TANK

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FIRE

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AREA

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SW. STA.

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GOLF COURSE

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GOLF

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DRIVING

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RANGE

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WATER

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TANK

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SANTEE-COOPER TRANSMISSION LINE

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ELEC

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SW.STA.

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CHAPEL

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SCHOOL

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POL

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TANKS

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FUEL

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ATM

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COMMISSARY

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MIDDLE MARKER

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(FAA)

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CEILOMETER

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CEILOMETER

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PROJECTOR(WB)

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TRAINING

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RANGE

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SMALL

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ARMS

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RANGE

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RANGE

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STOCK PILE

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AREA

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ATSO

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AREA

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JBCA

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VICINITY MAP AND INDEX

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NUMBER

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PROJECT NO.

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WTH

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WTH

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WTH

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A/E SEAL

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DATE

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APPR'D

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DEPARTMENT OF THE AIR FORCE

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AIR MOBILITY COMMAND

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APPROVED BY:

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FOR JOINT BASE CHARLESTON

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DATE

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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962

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DKFX 13-1048

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JOINT BASE CHARLESTON

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CHARLESTON, SOUTH CAROLINA

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REPAIR STORM DRAINAGE HUNLEY PARK

GI-003

EROSION AND SEDIMENT CONTROL NOTES:

1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH

SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO

INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE

NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE

SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN

NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED

BELOW.

· WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND

CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.

· WHERE CONSTRUCTION ACTIVITY ON A PORTION ON THE SITE IS TEMPORARILY CEASED, AND

EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITH 14 DAYS, TEMPORARY STABILIZATION

MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR

WEEK AND AFTER EVERY RAIN EVENT. IF PERIODIC INSPECTION OR OTHER INFORMATION

INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE

PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO

CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL

SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED,

GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS

ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT

BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.

5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF

CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED

AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING

CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL

TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE, THE

SITE IS STABILIZED, AND UPON APPROVAL OF COR AND ENVIRONMENTAL REPRESENTATIVE.

6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO

PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE

CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

7. TEMPORARY DIVERSION BERMS AND/OR DITCHES MAY BE REQUIRED AS NEEDED DURING

CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT

SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.

8. ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE

CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS

WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS.

A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL

WoS..

9. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT

POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND

CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED

FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.

10. STABILIZATION OF CONVEYANCE CHANNELS (SWALES) IS TO BE COMPLETED WITHIN 7 DAYS OF

CHANNEL CONSTRUCTION.

A.D.

AREA DRAIN

A.F.F.

ABOVE FINISH FLOOR

ALT.

ALTERNATE

ALUM.

ALUMINUM

AMP.,A

AMPERES

A.O. ACCESS OPENING

APPROX.

APPROXIMATELY

A.B. ANCHOR BOLT

BAL. BALANCE

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

B.T.U.H. BRITISH THERMO UNIT/HR.

CAP. CAPACITY

C/B CIRCUIT BREAKER

CEM. CEMENT

CER. CERAMIC

C.F.M. CUBIC FEET/MINUTE

CIRC. CIRCULATING

C.J. CONTROL JOINT

CKT. CIRCUIT

C.L. CENTER LINE

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

CONC. CONCRETE

COND.

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONT'R. CONTRACTOR

CONTR. JT. CONTRACTION JOINT

C.T. CERAMIC TILE

C.T.B. CERAMIC TILE BASE

C. TO C. CENTER TO CENTER

CU. FT.,CF. CUBIC FEET

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISC. DISCONNECT

DN. DOWN

DWG. (S) DRAWING (S)

EA. EACH

E.C. EMPTY CONDUIT

EL., ELEV. ELEVATION

ELEC. ELECTRIC

E.F. EACH FACE

E.W. EACH WAY

EXP. JT. EXPANSION JOINT

EXIST. EXISTING

F.C. FLEXIBLE CONNECTION

FIN. FINISH

FT. FOOT - FEET

FTG. FOOTING

FDN.

FOUNDATION

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

G.F.E. GOVERNMENT FURNISHED EQUIPMENT

GND. GROUND

GOV'T GOVERNMENT

G.P.H. GALLONS/HOUR

G.P.M. GALLONS/MINUTE

H. HIGH

H.B. HOSE BIBB

HT. HEIGHT

H.P. HORSE POWER

HR. HOUR

HW., HDWE. HARDWARE

HYD. HYDRANT

HORIZ. HORIZONTAL

I.D. INSIDE DIAMETER

I.E. INVERT

IN. INCHES

INCAND. INCANDESCENT

J.B. JUNCTION BOX

JCT. JUNCTION

JT. JOINT

KVA KILOVOLT AMPERE

KW. KILOWATT

LB. POUND

LG. LONG

M. MOTOR

MAINTENANCEMAINT.

MAX. MAXIMUM

M.D.P. MAIN DISTRIBUTION PANEL

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTD. MOUNTED

MTG.

MOUNTING

M.V. MECHANICAL VENTILATION

N.A. NOT APPLICABLE

N.I.C. NOT IN CONTRACT

NO., # NUMBER

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OVERHEAD

OL. OVERLOAD

OPNG. OPENING

OPP. OPPOSITE

O.S.D. OPEN SIGHT DRAIN

PART'N. PARTITION

PER. PERIMETER

PL. PLATE

PLBG. PLUMBING

PLYD. PLYWOOD

PNL. PANEL

PRESS. PRESSURE

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PSIG POUNDS / SQUARE INCH GAGE

PT. POINT

PTD. PAINTED

QTR. QUARTER

QUAN. QUANTITY

R. RISER

RAD. RADIUS

RD. ROUND

RECIRC. RECIRCULATING

RECP. RECEPTACLE

REG. REGISTER

REINF. REINFORCING

REQ'D. REQUIRED

RET. RETURN

S. SUPPLY

SCH. SCHEDULE

SECT. SECTION

SERV. SERVICE

SHT. SHEET

S.J. SLIP JOINT

SPEC. SPECIFICATIONS

SQ. FT., SF SQUARE FEET

STL. STEEL

STOR. STORAGE

STRUC. STRUCTURAL

SUSP. SUSPENDED

SW. SWITCH

STD. STANDARD

THK. THICKNESS

TYP. TYPICAL

T.O.S. TOP OF STEEL

TR. TREAD

U.O.N. UNLESS OTHERWISE NOTED

V. VOLT

VENT. VENTILATION

VERT. VERTICAL

W. WATT

W/ WITH

WD. WOOD

W.G.

WATER GAGE

WP. WEATHERPROOF

WTR. WATER

A.C.M.

ASBESTOS CONTAINING MATERIAL

R.P.M.

REVOLUTIONS / MINUTE

FR. FRAME

CONDENSATE

STANDARD ABBREVIATIONS

JBCA JOINT BASE CHARLESTON - AIR

GENERAL CONSTRUCTION NOTES

1. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN NEWLY

GRADED AREAS WITH THE UNDISTURBED EXISTING GRADE.

2. FOR ERODED AREAS AROUND JUNCTION BOX EXCAVATE TO NATIVE SOIL

PRIOR TO BACKFILL.

3. CONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTING OFFICER

REPRESENTATIVE AND CONTRACTING OFFICER OF ANY DISCREPANCIES

FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION

DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS BEFORE

PROCEEDING.

4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE

AGENCIES FOR FIELD LOCATIONS OF ALL UNDERGROUND UTILITIES

BEFORE STARTING CONSTRUCTION.

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN UTILITY

MARKINGS THROUGHOUT THE CONSTRUCTION PROCESS.

CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO

CONSTRUCTION. CONTRACTOR TO CONTACT THE CONTRACTING

OFFICE IN THE EVENT THAT UTILITY LOCATIONS CANNOT BE VERIFIED

AND/OR A CONFLICT WITH THE LOCATION OF NEW FACILITIES.

6. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS

SPECIFICALLY INDICATED OTHERWISE.

7. UNLESS OTHERWISE NOTED OR APPROVED BY JBC, ALL MATERIALS

SHALL BE MANUFACTURED IN THE UNITED STATES.

8. NO METRIC SIZED PIPE SHALL BE PERMITTED.

9. CONTRACTOR SHALL FIELD VERIFY EXISTING DEPTH, MATERIALS AND

LOCATIONS OF EXISTING UTILITIES.

10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS CONSTRUCTED

RECORD DRAWINGS WHICH MEET ALL APPLICABLE UTILITY AND BASE

GIS REQUIREMENTS. THE CONTRACTING OFFICER SHALL BE PROVIDED

A COPY OF ALL RECORD DRAWING INFORMATION.

11. PRIOR TO BIDDING, COORDINATE WITH CONTRACTING OFFICER FOR

ACCESS PROCEDURES, SECURITY REQUIREMENTS, AND WORK HOURS.

12. DO NOT DAMAGE EXISTING LANDSCAPING. IF REMOVAL OF EXISTING

LANDSCAPING IS REQUIRED, NOTIFY CONTRACTING OFFICER BEFORE

REMOVAL FOR ACCEPTANCE. ALL DAMAGED AND REMOVED

LANDSCAPING, SHRUBS, AND PLANTS WILL BE REPLACED WITH SIMILAR

SPECIES, SIZE AND QUANTITY.

13. CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS NEEDED TO

PERFORM WORK NEEDED. CONTRACTOR TO HAVE UPDATED CONFINED

SPACE PERMIT TO BE ACCEPTED BY JOINT BASE CHARLESTON SAFETY

OFFICE BEFORE ENTERING ANY CONFINED SPACE (I.E. MANHOLE AND

WETWELL).

14. CONTRACTOR TO SUBMIT ALL UTILITY OUTAGES 28 CALENDAR DAYS IN

ADVANCE WITH ALTERNATE DAYS TO THE CONTRACTING OFFICER

REPRESENTATIVE.

S.S. SANITARY SEWER

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH

SOUTH CAROLINA BUILDING CODE, AMERICAN CONCRETE INSTITUTE

(ACI) 318 AND THE CONTRACT SPECIFICATION.

2. COMPLETE ENGINEERING AND PRODUCT DATA SHALL BE SUBMITTED

ON ALL ADMIXTURE, CURING COMPOUNDS, HARDENERS, SEALERS,

REINFORCING STEEL AND WATER STOPS IN ACCORDANCE WITH THE

SPECIFICATIONS.

3. REINFORCEMENT STEEL SHALL CONFORM TO THE REQUIREMENTS OF

ASTM A-615.

4. CONCRETE COVER FOR STEEL REINFORCEMENT SHALL BE AS

SPECIFIED ON ACI 318.

5. PIPES, INSERTS, AND OTHER METAL OBJECTS SHOWN SHALL BE BUILT

INTO, SET IN, OR ATTACHED TO THE CONCRETE. ALL REQUIRED HOLES

SHALL BE CAST AT TIME OF CONSTRUCTION.

6. ALL CAST-IN-PLACE CONCRETE SHALL BE ACCURATELY FORMED AND

PROPERLY PLACED AND FINISHED AS SHOWN ON THE DRAWINGS AND

SPECIFIED HEREIN.

7. CONCRETE SHALL BE EITHER CLASS A OR CLASS B, AS INDICATED ON

THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. IN GENERAL,

CLASS A CONCRETE SHALL BE USED FOR REINFORCED CONCRETE

CAST-IN-PLACE IN FORMS FOR SLABS, FOOTINGS, FOUNDATIONS,

MAINTENANCE ACCESS STRUCTURES AND SIMILAR REINFORCED

CONCRETE STRUCTURES COMING UNDER THE SCOPE OF ACI 318.

CLASS B CONCRETE SHALL BE PLAIN CONCRETE AND SHALL BE USED

FOR PIPE CRADLES, PIPE AND CONDUIT ENCASEMENT, BEDDING,

GRADE CORRECTION, ANCHORS, COLLARS, THRUST, BLOCKS, MASSIVE

SECTIONS AND OTHER NON-REINFORCED CONCRETE.

8. CONCRETE INGREDIENTS SHALL BE SELECTED, PROPORTIONED, AND

MIXED IN SUCH A MANNER AS WILL PRODUCE A WATERTIGHT DURABLE

CONCRETE THAT WILL DEVELOP THE FOLLOWING MINIMUM

COMPRESSIVE STRENGTHS AT AN AGE OF 28 DAYS WHEN SAMPLED,

CURED AND TESTED IN ACCORDANCE WITH THE PROCEDURES

SPECIFIED IN ASTM C 31 AND C 39:

CLASS OF

CONCRETE

AGE

28 DAYS

AVERAGE OF 3

CONSECUTIVE

SPECIMENS

4,000 PSI

3,000 PSI

MINIMUM ANY

ONE SPECIMEN

3,500 PSI

2,500 PSI

CONSTRUCTION SEQUENCE

1. INSTALL EROSION CONTROL MEASURES.

2. INSTALL NEW WORK.

3. REMOVE EROSION CONTROL MEASURES AFTER SOIL IS STABILIZED.

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GENERAL NOTES, SYMBOLS & LEGENDS

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WTH

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WTH

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DRAWING REVISIONS

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DATE

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PREP BY

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APPR'D

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DEPARTMENT OF THE AIR FORCE

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AIR MOBILITY COMMAND

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REV.

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DATE

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DESCRIPTION

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APPROVED BY:

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FOR JOINT BASE CHARLESTON

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DATE

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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962

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DKFX 13-1048

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JOINT BASE CHARLESTON

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CHARLESTON, SOUTH CAROLINA

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REPAIR STORM DRAINAGE HUNLEY PARK

X X X X X X X X X X

V-101

00 40' 80'

Scale: 1"=40'-0"

EXISTING SITE PLAN

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ASPHALT

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BASKETBALL

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COURT

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CONCRETE

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BENCH

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BENCH

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CONC.

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PAD

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CONC.

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PADS

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CONC. SIDEWALK

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VENT

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PIPES

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CONC. SIDEWALK

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10" PIPE CAST IRON SEWER

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IE BOX CULVERT=8.87

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THROAT =17.64

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THROAT=17.63

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CABLE

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PEDESTAL

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SC NAD 83

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OPEN GRASS AREA

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OPEN GRASS AREA

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OPEN GRASS AREA

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OPEN GRASS AREA

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TBM: PK NAIL SET IN ASPHALT ELEV=27.57 (1988 DATUM)

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TBM: PK NAIL SET IN ASPHALT ELEV=22.34 (1988 DATUM)

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AutoCAD SHX Text CURB INLET RIM=25.46 IEin=21.22 IEout=21.09

AutoCAD SHX Text CURB INLET RIM=25.29 IEin=21.32 IEout=21.00

AutoCAD SHX Text JUNCTION BOX RIM=25.32 IEin=19.47(a) IEin=20.47(b) IEin=20.97(c) IEout=17.97(d)

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15"RCP

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18"RCP

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18"RCP

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36" RCP

AutoCAD SHX Text JUNCTION BOX RIM=19.40 IEin=13.40 IEout=9.30

AutoCAD SHX Text JUNCTION BOX RIM=13.40 IEin=9.05 IEout=9.00

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JUNCTION BOX RIM=12.57 BOTTOM=5.82

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JUNCTION BOX RIM=11.78 BOTTOM=5.21

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JUNCTION BOX RIM=11.59 BOTTOM=4.89

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JUNCTION BOX RIM=11.29 BOTTOM=4.45

AutoCAD SHX Text CURB INLET RIM=22.22 IEout=19.62

AutoCAD SHX Text CURB INLET RIM=22.29 IEout=19.62

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OLD 9' CMP CULVERT

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CONC.

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BLOCKS

AutoCAD SHX Text SSMH RIM=15.47 IE=9.77(a) IE=9.82(b) IE=9.67(c)

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MANHOLE RIM=15.15 BOTTOM=7.48

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DROP INLET RIM=9.71 IE=7.26

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RCP

AutoCAD SHX Text DROP INLET RIM=11.70 IEin=8.75 IEout=8.70

AutoCAD SHX Text 5.5x7 PIPE ARCH CMP IE=4.35

AutoCAD SHX Text 5.5x7 PIPE ARCH CMP IE=4.18

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18" RCP

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IE=14.63

AutoCAD SHX Text EX. 8x8 BOX CULVERT

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18" RCP

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IE=13.97

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18" RCP

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IE=13.95

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18" RCP

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IE=14.52

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18" RCP

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IE=15.74

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EX. 9' DIA. CMP

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24" HDPE

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IE=11.11

AutoCAD SHX Text CURB INLET RIM=21.97 IEout=17.17

AutoCAD SHX Text CURB INLET RIM=21.84 IEin=18.39 IEin=14.15 IEout=13.84

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FIBER

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OPTIC

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BOX

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BRICK &

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IRON FENCE

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GRATE INLET RIM=18.98 IE=16.81

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PIPE ARCH STUB-OUT

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TOP=13.19

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DROP INLET RIM=19.62 BOX CLG=16.50 BOX BOTTOM=8.62

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ROAD CENTER LINE

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EXISTING CONTOURS

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UNDERGROUND SEWER LINE

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%%ULINETYPE AND SYMBOL LEGEND

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UNDERGROUND WATER LINE

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UNDERGROUND STORM DRAINAGE LINE

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CHAIN LINK SECURITY FENCE

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TREE LINE

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SURVEYED TREE

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POWER POLE

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SANITARY SEWER MANHOLE

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STORM DRAIN MANHOLE

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ERODED/UNSTABLE AREAS AROUND JUNCTION BOX

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APPROX. ALIGNMENT OF 5.5' X 7' ASPHALT LINED ARCH CMP NORTH PIPE

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APPROX. ALIGNMENT OF 5.5' X 7' ASPHALT LINED ARCH CMP SOUTH PIPE

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INLET PROTECTION

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SILT FENCE

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RECORD DRAWING DATE

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DRAWING SIZE:

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WTH

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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962

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DKFX 13-1048

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JOINT BASE CHARLESTON

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CHARLESTON, SOUTH CAROLINA

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REPAIR STORM DRAINAGE HUNLEY PARK

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DKFX 13-1048

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X X X X X X X X X X

C-001

00 40' 80'

Scale: 1"=40'-0"

PHOTO LOG

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ASPHALT

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BASKETBALL

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COURT

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CONCRETE

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BENCH

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BENCH

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PAD

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PADS

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VENT

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10" PIPE CAST IRON SEWER

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IE BOX CULVERT=8.87

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THROAT =17.64

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THROAT=17.63

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TBM: PK NAIL SET IN ASPHALT ELEV=27.57 (1988 DATUM)

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TBM: PK NAIL SET IN ASPHALT ELEV=22.34 (1988 DATUM)

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AutoCAD SHX Text CURB INLET RIM=25.46 IEin=21.22 IEout=21.09

AutoCAD SHX Text CURB INLET RIM=25.29 IEin=21.32 IEout=21.00

AutoCAD SHX Text JUNCTION BOX RIM=25.32 IEin=19.47(a) IEin=20.47(b) IEin=20.97(c) IEout=17.97(d)

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15"RCP

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18"RCP

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18"RCP

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36" RCP

AutoCAD SHX Text JUNCTION BOX RIM=19.40 IEin=13.40 IEout=9.30

AutoCAD SHX Text JUNCTION BOX RIM=13.40 IEin=9.05 IEout=9.00

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JUNCTION BOX RIM=12.57 BOTTOM=5.82

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JUNCTION BOX RIM=11.78 BOTTOM=5.21

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JUNCTION BOX RIM=11.59 BOTTOM=4.89

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JUNCTION BOX RIM=11.29 BOTTOM=4.45

AutoCAD SHX Text CURB INLET RIM=22.22 IEout=19.62

AutoCAD SHX Text CURB INLET RIM=22.29 IEout=19.62

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OLD 9' CMP CULVERT

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AutoCAD SHX Text SSMH RIM=15.47 IE=9.77(a) IE=9.82(b) IE=9.67(c)

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MANHOLE RIM=15.15 BOTTOM=7.48

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DROP INLET RIM=9.71 IE=7.26

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RCP

AutoCAD SHX Text DROP INLET RIM=11.70 IEin=8.75 IEout=8.70

AutoCAD SHX Text 5.5x7 PIPE ARCH CMP IE=4.35

AutoCAD SHX Text 5.5x7 PIPE ARCH CMP IE=4.18

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18" RCP

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IE=14.63

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18" RCP

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IE=13.97

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18" RCP

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IE=13.95

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18" RCP

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IE=14.52

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18" RCP

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IE=15.74

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EX. 9' DIA. CMP

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24" HDPE

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IE=11.11

AutoCAD SHX Text CURB INLET RIM=21.97 IEout=17.17

AutoCAD SHX Text CURB INLET RIM=21.84 IEin=18.39 IEin=14.15 IEout=13.84

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FIBER

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OPTIC

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BOX

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BRICK &

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IRON FENCE

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GRATE INLET RIM=18.98 IE=16.81

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PIPE ARCH STUB-OUT

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TOP=13.19

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DROP INLET RIM=19.62 BOX CLG=16.50 BOX BOTTOM=8.62

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ROAD CENTER LINE

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EXISTING CONTOURS

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UNDERGROUND SEWER LINE

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%%ULINETYPE AND SYMBOL LEGEND

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UNDERGROUND WATER LINE

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UNDERGROUND STORM DRAINAGE LINE

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CHAIN LINK SECURITY FENCE

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TREE LINE

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SURVEYED TREE

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POWER POLE

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SANITARY SEWER MANHOLE

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STORM DRAIN MANHOLE

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ERODED/UNSTABLE AREAS AROUND JUNCTION BOX

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APPROX. ALIGNMENT OF 5.5' X 7' ASPHALT LINED ARCH CMP NORTH PIPE

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APPROX. ALIGNMENT OF 5.5' X 7' ASPHALT LINED ARCH CMP SOUTH PIPE

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INLET PROTECTION

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SILT FENCE

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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962

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DKFX 13-1048

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JOINT BASE CHARLESTON

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CHARLESTON, SOUTH CAROLINA

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REPAIR STORM DRAINAGE HUNLEY PARK

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DKFX 13-1048

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EXISTING SITE - PHOTO LOG

PHOTO LOG 1. TYPICAL WATER LEVEL IN BOX CULVERT TYPICAL WATER LEVEL IN BOX CULVERT 2. 2' X 2' DROP INLET AND TRANSITION TO 9' CMP LOOKING 2' X 2' DROP INLET AND TRANSITION TO 9' CMP LOOKING DOWNSTREAM. 3. TRANSITION FROM CONCRETE BOX CULVERT TO 9' CMP - TRANSITION FROM CONCRETE BOX CULVERT TO 9' CMP - NORTH WALL 4. TRANSITION FROM CONCRETE BOX CULVERT TO 9' CMP - TRANSITION FROM CONCRETE BOX CULVERT TO 9' CMP - SOUTH WALL 5. TRANSITION FROM CONCRETE BOX CULVERT TO 9' CMP TRANSITION FROM CONCRETE BOX CULVERT TO 9' CMP LOOKING UPSTREAM 6. BOTTOM OF 9' CMP LOOKING DOWNSTREAM BOTTOM OF 9' CMP LOOKING DOWNSTREAM 7. SIDEWALL OF 9' CMP SIDEWALL OF 9' CMP 8. 18" RCP PROJECTING THROUGH SOUTH WALL IN 9' CMP 18" RCP PROJECTING THROUGH SOUTH WALL IN 9' CMP LOOKING DOWNSTREAM 9. LOOKING UPSTREAM IN 9' CMP FROM OUTLET END - TWO LOOKING UPSTREAM IN 9' CMP FROM OUTLET END - TWO 18" RC PIPES CAN BE SEEN PROJECTING THROUGH FROM EITHER SIDE IN THE TOP HALF OF THE PIPE 10. LOOKING UPSTREAM AT OUTLET END OF 9' CMP - BOTTOM LOOKING UPSTREAM AT OUTLET END OF 9' CMP - BOTTOM OF PIPE RUSTED THROUGH COMPLETELY 11. JUNCTION BOX AT OUTFALL OF 9' CMP LOOKING DOWNSTREAM JUNCTION BOX AT OUTFALL OF 9' CMP LOOKING DOWNSTREAM 12. VOID BEHIND NORTH SIDE OF 9' CMP AT DOWNSTREAM VOID BEHIND NORTH SIDE OF 9' CMP AT DOWNSTREAM CONNECTION WITH JUNCTION BOX 13. VOID BEHIND NORTH SIDE OF 9' CMP AT DOWNSTREAM VOID BEHIND NORTH SIDE OF 9' CMP AT DOWNSTREAM CONNECTION WITH JUNCTION BOX 14. TRANSITION OF 9' CMP TO JUNCTION BOX - LOOKING TRANSITION OF 9' CMP TO JUNCTION BOX - LOOKING UPSTREAM AT 9' CMP OUTLET 15. 24" HDPE STORM DRAIN TIED INTO JUNCTION BOX 24" HDPE STORM DRAIN TIED INTO JUNCTION BOX 16. 24" HDPE STORM DRAIN TIED INTO JUNCTION BOX 24" HDPE STORM DRAIN TIED INTO JUNCTION BOX 17. 24" HDPE STORM DRAIN TIED INTO JUNCTION BOX 24" HDPE STORM DRAIN TIED INTO JUNCTION BOX 18. INTERIOR OF JUNCTION BOX WITH DEBRIS BUILDUP LOOKING INTERIOR OF JUNCTION BOX WITH DEBRIS BUILDUP LOOKING UPSTREAM 19. PLUGGED PIPE ARCH OUTLET PLUGGED PIPE ARCH OUTLET 20. MOVEMENT OF PLUGGED OUTLET MOVEMENT OF PLUGGED OUTLET 21. VIEW LOOKING NORTH OF WEST WALL OF JUNCTION BOXVIEW LOOKING NORTH OF WEST WALL OF JUNCTION BOX

C-002

PHOTO 1 - TYPICAL WATER LEVEL IN BOX CULVERT PHOTO 2 - 2' X 2' DROP INLET AND TRANSITION TO 9' CMP LOOKING DOWNSTREAM PHOTO 3 - TRANSITION FROM CONCRETE BOX CULVERT TO 9' CMP - NORTH WALL

PHOTO 4 - TRANSITION FROM CONCRETE BOX CULVERT TO 9' CMP - SOUTH WALL PHOTO 5 - TRANSITION FROM CONCRETE BOX CULVERT TO 9' CMP LOOKING UPSTREAM PHOTO 6 - BOTTOM OF 9' CMP LOOKING DOWNSTREAM

PHOTO 7 - SIDEWALL OF 9' CMP PHOTO 8 - 18” RCP PROJECTING THROUGH SOUTH WALL IN 9' CMP LOOKING DOWNSTREAM PHOTO 9 - LOOKING UPSTREAM IN 9' CMP FROM OUTLET END - TWO 18” RC PIPES CAN BE SEEN PROJECTING THROUGH FROM EITHER

SIDE IN THE TOP HALF OF THE PIPE

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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962

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DKFX 13-1048

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JOINT BASE CHARLESTON

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CHARLESTON, SOUTH CAROLINA

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REPAIR STORM DRAINAGE HUNLEY PARK

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DKFX 13-1048

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EXISTING SITE - PHOTOS 1 - 9

C-003

PHOTO 10 - LOOKING UPSTREAM AT OUTLET END OF 9' CMP - BOTTOM OF PIPE RUSTED THROUGH COMPLETELY PHOTO 11 - JUNCTION BOX AT OUTFALL OF 9' CMP LOOKING DOWNSTREAM PHOTO 12 - VOID BEHIND NORTH SIDE OF 9' CMP AT DOWNSTREAM CONNECTION WITH JUNCTION BOX

PHOTO 13 - VOID BEHIND NORTH SIDE OF 9' CMP AT DOWNSTREAM CONNECTION WITH JUNCTION BOX PHOTO 14 - TRANSITION OF 9' CMP TO JUNCTION BOX - LOOKING UPSTREAM AT 9' CMP OUTLET PHOTO 15 - 24” HDPE STORM DRAIN TIED INTO JUNCTION BOX

PHOTO 16 - 24” HDPE STORM DRAIN TIED INTO JUNCTION BOX PHOTO 17 - 24” HDPE STORM DRAIN TIED INTO JUNCTION BOX PHOTO 18 - INTERIOR OF JUNCTION BOX WITH DEBRIS BUILDUP LOOKING UPSTREAM

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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962

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DKFX 13-1048

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JOINT BASE CHARLESTON

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CHARLESTON, SOUTH CAROLINA

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REPAIR STORM DRAINAGE HUNLEY PARK

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DKFX 13-1048

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EXISTING SITE - PHOTOS 10 - 18

C-004

PHOTO 19 - PLUGGED PIPE ARCH OUTLET PHOTO 20 - MOVEMENT OF PLUGGED OUTLET PHOTO 21 - VIEW LOOKING NORTH OF WEST WALL OF JUNCTION BOX

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