NCA-MH_CG-102A.pdf

Project Number

Drawing Number

Project Title

Location

Drawing Title

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

U N I T

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STATES OF

AM

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OF

VETERANS

A F F

A I R

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ATIONAL

EMETERY

DMINISTRATION

NCA: 864-CM3-010

JOHNSON CITY, TENNESSEE

Approved:

Submitted :

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

BENJAMIN L. ROHRBACH, P.E.

CHIEF, CIVIL DESIGN BRANCH

ROBERT W. BAULSIR III, P.E.

CEMETERY IMPROVEMENTS

NATIONAL CEMETERY

MOUNTAIN HOME

SAINT PAUL, MN 55101

180 5th STREET EAST, SUITE 700

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

NASHVILLE, TN 37203

110 9th AVE. SOUTH

NASHVILLE DISTRICT

U.S. ARMY CORPS OF ENGINEERS

®of Engineers

US Army Corps

P lo t

D a te

P lo t T im e

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VA FORM 08 - 6231

Designed By Drawn By Checked By

SOLICITATION NO: W912P5-20-B-0002

CONTRACT NO: W912P5-20-C-XXXX

Issue Date

APRIL 2020

PLAN SET

Certified Final Documents - RTA

PROJECT AREA 3, MAINT. BLDG.

SITE GRADING PLAN

ACS ACS FCM

CG102A

6'

SEE SHEET S-102 FOR FOUNDATION PLAN

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PIPE DETAIL

TYPICAL CROSS SECTION

FFE: 1693.00

F A

C E O

F W

A L L

SLOPE 1%

5% SLOPE

MAINTENANCE FACILITY SITE PROFILE 1

JOINTING DETAIL

CUT

GRASS AREA

15" RECOMPACTED SOIL

6" CORRUGATED HDPE PIPE

EXISTING EARTH

GEOGRID

GEOGRID

FILTER FABRIC

FILTER FABRIC

SEE SHEET CS-103C FOR DETAILS

COMPACTED TO 95% MDD

9" CRUSHED STONE

STONE

CRUSHED

5% SLOPE

4" TDOT #10 COMPACTED TO 95% LAB MDD

GEOGRID

MIN. 6" EXISTING SOIL

SCARIFY AND COMPACT

EXISTING EARTH

LAYOUT LINE

DETAILS AND DIMENSIONS

RETAINING WALL SECTION

SEE SHEET S-113 FOR

POLYFILTER SOCK

PERFORATED PIPE WITH

6" HDPE CORRUGATED

8" CONCRETE

3"

@ 60 F

½

95% LAB MDD

8" CRUSHED STONE COMPACTED TO

" (TYP.)4

CHAMFERED

ROUNDED OR

CORNERS TO BE

CONCRETE HEADER

" STEPPED2

CONCRETE HEADER

" STEPPED2

AT THE TIME OF CONCRETE POUR FOR APPROACH SLAB

COR TO VERIFY FORMED OPENING GAP IS CORRECT

4-in. @ 20° F, 2-in. @ 60° F, 0-in. @ 100° F

COMPRESSIVE JOINT SEALS.

PREFORMED ELASTOMERIC

REPORT, CATEGORY 7 -

QUALIFIED PRODUCTS LIST

WITHIN MOST RECENT TDOT

AND PROCEDURES LISTED

PERFORMED USING MATERIALS

ALL JOINT WORK SHALL BE

SHALLOW LIFTS

COMPACTED IN

WASHED TDOT #57

MIN. 3 FT WIDTH OF

FILTER FABRIC

BACKFILL MATERIAL WITH

ENCAPSULATE GRANULAR

o

STONE. REFER TO NOTE 10.

BETWEEN SUBGRADE AND CRUSHED

PLACE FILTER FABRIC AND GEOGRID

6" OF SUB-BASE

SCARIFY AND COMPACT

COMPACTED TO 95% MDD

9" CRUSHED STONE

CRUSHED STONE

12" THICKNESS

MIN. 6" EXISTING SOIL

SCARIFY AND COMPACT

REFER TO NOTE 10.

GRANULAR BASE MATERIAL.

COHESIVE SUBGRADE AND

PLACE FILTER FABRIC BETWEEN

OF STRUCTURE

MATCH TO TOP

SEED AND MULCH IN PLACE

COMPACT TO 90% LAB MDD

REPLACE 1' TOP SOIL MIN.

TO 95% LAB MDD

COMPACT EXCAVATED CUT

SEE NOTE 11

LINE - WILL VARY

THEORETICAL GRADING

WALL.

NOT APPLY TO THE AREA SUPPORTING THE RETAINING

THREE (3) DAYS PRIOR TO PROOF ROLLING. THIS SHALL

ELECTS THIS METHOD AND PROVIDE A MINIMUM OF

COMPACTED. NOTIFY THE COR IF THE CONTRACTOR

SURFACE MORE THAN 0.5 INCHES TO BE SUFFICIENTLY

LOADED DUMP TRUCK SHALL NOT PENETRATE THE

AND AT SPEEDS BETWEEN 2.5-3.5MPH. THE TIRE OF A

ENSURE THE NUMBER OF PASSES OVER ALL AREAS,

OPERATE THE TRUCK IN A SYSTEMATIC MANNER TO

LOADED WITH FOUR (4) CUBIC YARDS OF SOIL.

SOIL/STONE WITH SIX PASSES OF A DUMP TRUCK

COMPACTED. AFTER STRIPPING, PROOF ROLL THE

EXCAVATED SURFACE TO ENSURE FOUNDATION IS

BENEFICIAL TO THE GOVERNMENT. PROOF ROLL

PROOF ROLL TEST FOR COMPACTION IF DEEMED

PETITIONED, THE CONTRACTING OFFICER MAY ALLOW

MEET THE MAXIMUM DRY DENSITY REQUIREMENTS. IF

12. FOR SUBGRADE COMPACTION, THE CONTRACTOR MAY

PRIOR TO CONSTRUCTION OF THE RETAINING WALL.

PLAN TO THE CONTRACTING OFFICER FOR ACCEPTANCE

CONTRACTOR SHALL SUBMIT A SLOPING AND BENCHING

SAFETY AND HEALTH MANUAL CURRENT EDITION. THE

ING REQUIREMENTS CONTAINED WITHIN EM 385-1-1

TAINING WALL SHALL CONFORM TO SLOPING AND BENCH-

11. EXCAVATED SLOPES FOR CONSTRUCTION OF THE RE-

AND GEOGRID AT SUBGRADE/CRUSHED STONE INTERFACE.

UNDERNEATH CONCRETE PAVEMENT PLACE FILTER FABRIC

10. PLACE FILTER FABRIC IN ACCORDANCE TO SPECIFICATIONS.

LOCAL, STATE AND FEDERAL POLICIES.

OF GOVERNMENT PROPERTY IN ACCORDANCE WITH

EXCAVATED MATERIAL AND ALL PROJECT WASTE OFF

PROMPT HAUL AND DISPOSAL OF ALL EXCESS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

DESIGNATED STOCKPILE LOCATIONS ON PROJECT SITE.

9. CONTRACTOR SHALL STRIP TOPSOIL AND STORE IN

DAMAGE AT ALL TIMES.

SUBGRADE FROM THE EFFECTS OF WEATHER AND WATER

CONTRACTOR SHALL PROTECT OPEN EXCAVATIONS AND

TO MINIMUM 95% LABORATORY MDD TO 6" MIN DEPTH.

8. AFTER EXCAVATION SCARIFY AND COMPACT SUBGRADE

COMPACTED THICKNESS.

7. LIFTS FOR BACKFILL MATERIAL SHALL NOT EXCEED 9 INCHES

AREA 6.

AMOUNT OF ROCK IN PROJECT AREA 3 AND PROJECT

CONTRACTOR SHOULD ANTICIPATE ENCOUNTERING SOME

SUBSURFACE PROPERTIES. EXCAVATION IS UNCLASSIFIED,

6. REFER TO BORING LOGS AND SOIL DATA FOR GENERAL

BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

5. THE EXPANSION JOINT SYSTEM USED SHALL BE APPROVED

4. CONCRETE: TO BE CLASS 'A' (f'c= 4,000 PSI)

3. SEE SHEET CS-103 FOR DETAILS OF LOADING RAMP.

INCLUDE REBAR, DIMENSIONS, ETC.

2. SEE SHEET S-111 & 112 FOR RETAINING WALL DETAILS TO

PROJECT AREA 3, MAINT. BLDG.

1. SEE SHEET CG-102 FOR PLAN VIEW OF SITE GRADING PLAN

GENERAL NOTES: