BKTZ982009 Construction Drawings.pdf

PDF 5 MB Posted Aug 10, 2020

Attached to: Upgrade Grading and Drainage at Murfreesboro Road Federal contract opportunity
Solicitation number: W50S9720B0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This is a combined synopsis solicitation for construction services to upgrade grading and drainage at Murfreesboro Road at the Tennessee Air National Guard installation in Nashville, Tennessee. The solicitation will provide for repairing an outfall of a storm sewer culvert beneath Murfreesboro Road by enclosing an existing outfall and open ditch into an enclosed storm sewer and constructing a retaining wall to stabilize the affected slope. Additional work includes demolishing an existing paved walking path and unused 8-inch pipes, installing storm structures including inlets and junction boxes, round and elliptical reinforced concrete pipe, a segmented modular retaining wall, concrete ditch, repairing the paved path, erosion control measures, seeding, strawing, and asphalt paving and repair to the walking path. The contract duration is 120 days after notice to proceed. This project is set aside 100% for small businesses. The solicitation is expected to be issued on or about an unspecified date, with a pre-bid conference tentatively scheduled for an unspecified time and location. The bid opening is tentatively scheduled for an unspecified date. Interested contractors must register in SAM and access the solicitation and plans/specifications through BetaSAM.GOV using a Marketing Partner Identification Number password.

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Other files for this federal contract opportunity

Other files attached to Upgrade Grading and Drainage at Murfreesboro Road, newest first.
File	Type	Posted
OF 1419A Abstract of Bids 2of2.pdf	PDF	Sep 10, 2020
Bid Signin Sheet.pdf	PDF	Sep 10, 2020
OF1419 Abstract of Bids 1of2.pdf	PDF	Sep 10, 2020
W50S97-20-B-0002-001 Solicitation Amendment 01.pdf	PDF	Sep 1, 2020
QA_1 W50S97-20-B-0002.pdf	PDF	Aug 26, 2020
Site Visit minutes W50S9720B0002.pdf	PDF	Aug 20, 2020
20B0002 Site Visit Signin Roster.pdf	PDF	Aug 20, 2020
20B0002 Site Visit Slides 20 Aug 2020.pdf	PDF	Aug 20, 2020
BKTZ982009 Construction Specifications.pdf	PDF	Aug 10, 2020
W50S97-20-B-0002 Solicitation.pdf	PDF	Aug 10, 2020

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HART FREELAND ROBERTS

ARCHITECTS - ENGINEERS

NASHVILLE - KANSAS CITY - JACKSON - LOUISVILLE

BKTZ982009

UPGRADE GRADING AND DRAINAGE

AT MURFREESBORO ROAD

118 AW TN ANG

NASHVILLE, TENNESSEE

29 SEPTEMBER 2015

B (1

SIG

N F

INA

L S

TYPE B (100%) DESIGN SUBMITTAL

LOCATION MAP

SITE

TITLE SHEET

G 0.00

SHEET INDEX

G0.00 TITLE SHEET

C0.01 EXISTING CONDITIONS

C0.02 SITE GENERAL NOTES

C0.03 DRAINAGE MAP

C1.01 SITE PLAN CONTRACTOR OPTION 1

C1.02 SITE PLAN CONTRACTOR OPTION 2

C2.01 GRADING AND DRAINAGE PLAN CONTRACTOR OPTION 1

C2.02 DRAINAGE PROFILE CONTRACTOR OPTION 2

C2.03 GRADING AND DRAINAGE PLAN CONTRACTOR OPTION 1

C2.04 DRAINAGE PROFILE CONTRACTOR OPTION 2

C2.05 INITIAL EROSION CONTROL PLAN

C2.06 EROSION CONTROL PLAN CONTRACTOR OPTION 1

C2.07 EROSION CONTROL PLAN CONTRACTOR OPTION 2

C4.01 SITE DETAILS

C4.02 SITE DETAILS

C4.03 SITE DETAILS

PROJECT APPROVAL

BASE CIVIL ENGINEER DATE

COMMUNICATIONS DATE

CONTRACTING OFFICER DATE

ENVIRONMENTAL DATE

FIRE DEPARTMENT DATE

PROJECT ENGINEER DATE

SAFETY DATE

SECURITY DATE

WING ATO DATE

WING COMMANDER DATE

PERCENT DESIGN COMPLETE:

DATE RECEIVED:

DATE REVIEWED:

DATE RETURNED:

INTERIORS

Louisville, Kentucky

" x

4" fax web phone

Suite 300

615.370.8500 615.370.8530

Kansas City, Missouri Jackson, Tennessee Nashville, Tennessee

Brentwood, TN 37024

HART FREELAND ROBERTS, INC.

www.hfrdesign.com

7101 Executive Center Drive

ENGINEERING

PLANNING

ARCHITECTURE

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DATE:

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PROJ. NO.:

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AutoCAD SHX Text 2011141.00

AutoCAD SHX Text September 29, 2015

SILT FENCE

SEGMENTAL MODULAR WALL

INLET PROTECTION

DOGHOUSE MANHOLE BASE

CONCRETE DITCH

HIGH CAPACITY INLET

NOTE: SAWEN CONTRACTION JOINTS (1/4"WIDE AND 1"DEEP)

WILL BE REQUIRED AT A MAXIMUM OF 20' INTERVALS.

EXISTING

GROUND GROUND

EXISTING

MATCH EXISTING

3000 PSI MIN.

6x6 W1.4xW1.4 WWF

CONCRETE

@ CENTER OF SLAB

SLOPEVARIED

VARIEDSLOPE

x x x x x x x x

INTERIORS

Louisville, Kentucky

" x

4" fax web phone

Suite 300

615.370.8500 615.370.8530

Kansas City, Missouri Jackson, Tennessee Nashville, Tennessee

Brentwood, TN 37024

HART FREELAND ROBERTS, INC.

www.hfrdesign.com

7101 Executive Center Drive

ENGINEERING

PLANNING

ARCHITECTURE

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4 " TYP.14" TYP.

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16" TYP.

AutoCAD SHX Text NOTES: 1. Concrete: 5,000 PSI @ 28 Days. 2. Reinforced per ASTM C-478 Specifications. 3. Openings Cored or Cast as Required. 4. Base Available with Open Bottom.

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ITEM 305 BEDDING MATERIAL

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UNDISTURBED EARTH

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MANHOLE INVERT SHALL BE: CAST-IN-PLACE CONCRETE WITH MH BRICK SHELF

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NON-SHRINK GROUT

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PRECAST CONCRETE BASE

AutoCAD SHX Text NOTES: 1. MINIMUM 4' DIAMETER MANHOLE. SEE DETAIL 4-C4.01 FOR MINIMUM 4' DIAMETER MANHOLE. SEE DETAIL 4-C4.01 FOR ADDITIONAL MH DETAILS. 2. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. 3. OPENINGS IN PRECAST UNITS ARE TO BE 4" MINIMUM TO OPENINGS IN PRECAST UNITS ARE TO BE 4" MINIMUM TO 8" MAXIMUM LARGER THAN THE OUTSIDE DIAMETER OF THE EXISTING PIPE. 4. TOP HALF OF EXISTING PIPE TO BE REMOVED FOR FULL TOP HALF OF EXISTING PIPE TO BE REMOVED FOR FULL LENGTH EXPOSED INSIDE MANHOLE. EXISTING MAIN TO BE NEATLY CUT ALONG THE SPRING LINE OF THE PIPE.

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MIN. "PER FOOT 12"PER FOOT SLOPE

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2'-0" MIN.

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A PREASSEMBLED SILT FENCE MEETING THE REQUIRMENTS OF THIS

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DRAWING IS ACCEPTABLE IN LIEU OF A FIELD CONSTRUCTED SILT FENCE

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FILTER CLOTH SHALL MEET THE REQUIREMENTS OF

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STATE D.O.T. STANDARD SPECIFICATIONS

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2'-0" TO 3'-0"

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TRENCH

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ROADWAY

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MIN.

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REINFORCED STRUCTURE, AS RECOMMENDED BY THE MANUFACTURER

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FILTER CLOTH SHALL HAVE APPROVED BACKING OR A BUILT-IN

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TO SUPPORT THE FILTER CLOTH

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%%UNOTES:

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%%USECTIONAL VIEW

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MIN.

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FILTER CLOTH

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DESIRABLE DETAIL

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EXIST. GROUND

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OF TRENCH AND

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MIN.

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%%UALTERNATE DETAIL

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FILTER CLOTH

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OF TRENCH AND

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%%UELEVATION

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FILTER CLOTH FABRIC

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10'%%P TYP.

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FABRIC)

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(BETWEEN POST AND

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APPROVED BACKING

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FILL SLOPE

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VARIABLE

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BACKFILL

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FILTER CLOTH FABRIC

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BOTTOM OF

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TRENCH

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MIN.

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EXISTING

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GROUND

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6'-0" TO 10'-0"

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WOOD OR STEEL POST

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APPROVED BACKING

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POST SPACING

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6" MIN.

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2'-0" TO 3'-0"

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EXIST. GROUND

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%%UNOTES:

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CONCRETE BLOCK

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BACKFILL MATERIAL IF

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APPROVED BY ENGINEER.

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OLD GRAVEL MAY BE USED AS

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WITH NEW, CLEAN GRAVEL.

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PERIODICALLY CHANGE GRAVEL

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GRAVEL OR APPROVED EQUAL.

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FABRIC FILTER

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%%USECTION A-A

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GRAVEL FILTER

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ON SIDE AT PERIMETER

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BLOCKS SET LENGTHWISE

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OF INLET

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RUNOFF WATER

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WITH SEDIMENT

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OVERFLOW

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~1" TO 2"

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SEDIMENT

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FILTER FABRIC

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DRAIN INLET

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WITH GRATE

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LATERAL SUPPORT

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RECESS BLOCKS

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FILTERED WATER

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RUNOFF

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VARIES 0'-8" TO 5'-0"

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4" KEYSTONE CAP

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FASTEN W/ CONST. ADHESIVE

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1 1/2 " STEEL PIPE HANDRAIL

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REFER TO DETAIL __ FOR STYLE;

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SET POSTS 10" DEEP INTO BACKFILL

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MINIMUM 1/4" COURSE SETBACK

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8" KEYSTONE STANDARD UNITS

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1/2" KEYSTONE FIBERGLASS PINS

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2 PER UNIT 9 1/4 " LEN.

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4" CONCRETE LEVELING PAD

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(NON-REINFORCED) 4000 MIN PSI

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TOPSOIL AND LANDSCAPING

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FILTER FABRIC MIRAFI 140N

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OR EQUAL

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3/8" - 3/4" WASHED CRUSHED

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ROCK - CORE AND BACKFILL

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COMPACTED IN PLACE

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SOIL EMBANKMENT

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3/8" CRUSHED ROCK LEVELING

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MATERIAL FOR BASE UNIT

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PROPOSED GROUND @

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GAS REGULATOR

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%%UWALL SECTION

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VARIES

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%%UPLAN

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%%UWALL UNIT

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OF TENNESSEE.

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STAMPED BY AN ENGINEER LICENSED IN THE STATE

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CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS

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NOTE:

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STEEL FENCE

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STANDARD

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UNIT

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CAP

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NON-SHRINK

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GROUT POST

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OR RAILING

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%%UWALL W/FENCE

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5'-0" DIA

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5'-0" DIA

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EXPANSION JOINT

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CONCRETE

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TOP VIEW

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STORM MH COVER

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DETAIL 6-C4.02

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DATE:

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ENDWALL TRASH RACK

ASPHALT TRAIL SECTION

STORM MANHOLE COVER

TEMPORARY CONSTRUCTION ENTRANCE

SECURITY BLOCK

PLAN VIEW

SCALE: 3/4" = 1'-0"

VIEW A

SCALE: 3/4" = 1'-0"

VIEW B

SCALE: 3/4" = 1'-0"

INTERIORS

Louisville, Kentucky

" x

4" fax web phone

Suite 300

615.370.8500 615.370.8530

Kansas City, Missouri Jackson, Tennessee Nashville, Tennessee

Brentwood, TN 37024

HART FREELAND ROBERTS, INC.

www.hfrdesign.com

7101 Executive Center Drive

ENGINEERING

PLANNING

ARCHITECTURE

c C

N O

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MIN.

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VERT.

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HORZ.

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3/4" CHAMFER

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EXTERNAL TYPE

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ANCHORING CEMENT

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1/2" SQ. BARS

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FABRIC

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GEOTEXTILE

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%%UWALL

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%%URAIL

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%%UPLAN VIEW

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%%USECTION VIEW

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RAIL

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WALL

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ENDWALL

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WALL

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RAIL

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WALL

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18" RIPRAP

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EL.

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EL.

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RAIL

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EXISTING ENDWALL

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FLOW LINE DITCH

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11" AND 14"

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AS SHOWN

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DIRECTION OF THE SLOPE OF EXISTING GROUND.

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(1) CROSS SLOPE OF TRAIL SHALL BE IN THE

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ASPHALT TRAIL

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COMPACTED SUBGRADE

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EXISTING

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GROUND

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2" ASPHALT CONC. SURFACE ("E" MIX.)

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4" MINERAL AGGREGATE BASE

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5CA14 HOOK LIFTER FOR SETTING

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34" STAINLESS STEEL RODS 44" LONG 5" O.C.

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TYP

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35" OPENINGFOR 24" RCP

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REDRESSING. AS NECESSARY.

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INCLUDING WASHING AND

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(1 1/2"-3 1/2" DIAMETER)

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EDGE OF EXIST. PAVED SURFACE

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6" MIN.

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20' MIN.

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STONE-ASTM D448 #1

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NOTE:

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MAINTAIN ACCESS TO PREVENT TRACKING SOIL ONTO PUBLIC ROADS.

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APPLY ADDITIONAL STONE AS NEEDED.

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LOCATE AT MAIN CONSTRUCTION ACCESS.

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100' MIN.

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GEOTEXTILE FABRIC UNDER STONE

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%%UA-A

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NO. 2140 TRAFFIC

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JOHN BOUCHARD & SONS CO.

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DETAIL

CHAIN LINK FENCE WITH BARBED WIRE

EROSION CONTROL MAT

DETAIL

INTERIORS

Louisville, Kentucky

" x

4" fax web phone

Suite 300

615.370.8500 615.370.8530

Kansas City, Missouri Jackson, Tennessee Nashville, Tennessee

Brentwood, TN 37024

HART FREELAND ROBERTS, INC.

www.hfrdesign.com

7101 Executive Center Drive

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EROSION CONTROL MAT

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3:1 SLOPE OR STEEPER

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SPECIFICATIONS

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MANUFACTURER'S

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STAKING PER

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ANCHOR TOP

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1 5/8" DIA.

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RINGS 24" O.C.

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NO.7 GA. HOG

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FOOTING

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CONCRETE

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TENSION

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POST (12" MIN.)

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4 TIMES O.D. OF

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NOT LESS THAN

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1/2" DIA.TRUSS

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O.D. BRACE

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1 5/8" MIN.

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BAR

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CARRIAGE BOLT

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42"MIN.

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36" MIN.

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TURNBUCKLE

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ROD W/

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12"MIN.

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WIRE MESH

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2" GAL.

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2"(MAX)

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30" MIN.

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34" MIN.

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NO. 9 TIE WIRES

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RAIL

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BOTTOM

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EXTENSION ARM EACH WAY WITH

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THREE STRANDS OF BARBED WIRE

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10' MAX. C-C

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TERMINAL POST

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10' MAX. C-C

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LINE POST

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LINE POST

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BARBS

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1 5/8" DIA.

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TOP RAIL

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EXISTING

CONDITIONS

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INTERIORS

Louisville, Kentucky

" x

4" fax web phone

Suite 300

615.370.8500 615.370.8530

Kansas City, Missouri Jackson, Tennessee Nashville, Tennessee

Brentwood, TN 37024

HART FREELAND ROBERTS, INC.

www.hfrdesign.com

7101 Executive Center Drive

ENGINEERING

PLANNING

ARCHITECTURE

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TNANG BASE

ON A PORTION OF

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Louisville, Kentucky Kansas City, Missouri Jackson, Tennessee Nashville, Tennessee

ENGINEERING

PLANNING

ARCHITECTURE

H F R 1 9 1 0

D E S I G N

SURVEY DIVISION

HFR PROJECT NO. 2011141-52

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IP(O)

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OAK

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OAK

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AutoCAD SHX Text D74

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PEAR

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PINE

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PEAR

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AutoCAD SHX Text D92

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OAK

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PINE

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AutoCAD SHX Text X

AutoCAD SHX Text D49

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18"RCP

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18"RCP

AutoCAD SHX Text D72

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24"RCP

AutoCAD SHX Text D50

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12"CPP

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CONCRETE FLUME

AutoCAD SHX Text D38

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CONCRETE FLUME

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ASPHALT

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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6' CHAIN LINK

AutoCAD SHX Text

2.5' CURB & GUTTER

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HEDGE

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SIGN

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YARD

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LIGHTS

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CONC. WALK

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ASPHALT

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ASPHALT

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24"RCP

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MURFREESBORO PIKE

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DONELSON PIKE

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IP(O)

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BENCHMARK 1

AutoCAD SHX Text

IRON ROD WITH RED CAP

AutoCAD SHX Text

EL.=587.01

AutoCAD SHX Text

NAVD 88 DATUM

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BENCHMARK 2

AutoCAD SHX Text

MAG-NAIL IN ASPHALT

AutoCAD SHX Text

EL.=592.84

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NAVD 88 DATUM

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PATROL TRAIL

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DATE:

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PROJ. NO.:

AutoCAD SHX Text A

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AutoCAD SHX Text D

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AutoCAD SHX Text

AutoCAD SHX Text 2011141.00

AutoCAD SHX Text September 29, 2015

AutoCAD SHX Text Brentwood, TN 37024-1974

AutoCAD SHX Text ph 370-8500 fax 370-8530 mwilliams@hfrdesign.com

AutoCAD SHX Text PO Box 1974, 7101 Executive Center Drive, Suite 300

AutoCAD SHX Text

D1 24'' PIPE --- 574.4

AutoCAD SHX Text D2 24'' R.C.P. --- 574.0

AutoCAD SHX Text D3 15'' C.M.P. --- 576.1

AutoCAD SHX Text D4 15'' C.M.P. --- 574.9

AutoCAD SHX Text D5 06'' C.M.P. --- 589.5

AutoCAD SHX Text D6 06'' C.M.P. --- 589.1

AutoCAD SHX Text D7 12'' C.M.P. --- 588.7

AutoCAD SHX Text

D8 12'' PIPE --- 578.4

AutoCAD SHX Text

D9 12'' CPP --- 586.9

AutoCAD SHX Text

D10 12'' CPP --- 588.85

AutoCAD SHX Text D11 12'' C.M.P. --- 580.8

AutoCAD SHX Text D12 12'' C.M.P. --- 578.5

AutoCAD SHX Text

D13 12'' PIPE --- 571.4

AutoCAD SHX Text

D14 12'' PIPE --- 570.4

AutoCAD SHX Text D15 15'' C.M.P. --- 537.9

AutoCAD SHX Text D16 15'' C.M.P. --- 539.6

AutoCAD SHX Text

D17 15'' PIPE --- 566.3

AutoCAD SHX Text

D18 15'' PIPE --- 566.1

AutoCAD SHX Text D19 15'' C.M.P. --- 566.3

AutoCAD SHX Text D20 15'' C.M.P. --- 567.1

AutoCAD SHX Text

D21 15'' PIPE --- 567.7

AutoCAD SHX Text

D22 15'' PIPE --- 569.0

AutoCAD SHX Text D23 15'' C.M.P. --- 568.5

AutoCAD SHX Text D24 15'' C.M.P. --- 567.6

AutoCAD SHX Text D25 12'' C.M.P. --- 569.1

AutoCAD SHX Text D26 12'' C.M.P. --- 569.3

AutoCAD SHX Text D27 15'' C.M.P. --- 566.7

AutoCAD SHX Text D28 15'' C.M.P. --- 566.9

AutoCAD SHX Text D29 12'' C.M.P. --- 550.6

AutoCAD SHX Text D30 12'' C.M.P. --- 551.8

AutoCAD SHX Text D31 12'' C.M.P. --- 554.3

AutoCAD SHX Text D32 12'' C.M.P. --- 550.3

AutoCAD SHX Text D33 12'' C.M.P. --- 551.0

AutoCAD SHX Text D34 12'' C.M.P. --- 553.1

AutoCAD SHX Text D35 30'' R.C.P. --- 550.9

AutoCAD SHX Text

D36 '' PIPE --- 550.5

AutoCAD SHX Text D37 12'' C.M.P. --- 591.6

AutoCAD SHX Text

D38 12'' CMP --- 590.6

AutoCAD SHX Text

D39 08'' CPP --- 590.2

AutoCAD SHX Text

D40 08'' CPP --- 592.0

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D41 12'' CMP --- 592.1

AutoCAD SHX Text

D42 12'' PIPE --- 590.9

AutoCAD SHX Text D43 12'' C.M.P. --- 591.95

AutoCAD SHX Text D44 12'' C.M.P. --- 592.95

AutoCAD SHX Text

D45 08'' CPP --- 593.1

AutoCAD SHX Text

D46 08'' CPP --- 589.0

AutoCAD SHX Text

D47 06'' PIPE --- 568.8

AutoCAD SHX Text

D48 06'' PIPE --- 569.1

AutoCAD SHX Text D51 12'' C.M.P. --- 555.7

AutoCAD SHX Text D52 12'' C.M.P. --- 554.0

AutoCAD SHX Text D53 24'' R.C.P. --- 536.3

AutoCAD SHX Text

D54 CURB INLET (SIN) 581.1 571.4

AutoCAD SHX Text

D55 CATCH BASIN (SIN) 581.7 574.0

AutoCAD SHX Text

D56 MANHOLE 581.8 581.8

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D57 MANHOLE 583.2 583.2

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D58 CATCH BASIN (SIN) 585.2 584.2

AutoCAD SHX Text

D59 CATCH BASIN (SIN) 585.2 583.6

AutoCAD SHX Text

D60 CATCH BASIN (SIN) 585.0 582.9

AutoCAD SHX Text

D61 CATCH BASIN (SIN) 584.2 581.8

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D62 MANHOLE 564.1 564.1

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D64 MANHOLE 579.7 579.7

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D65 MANHOLE 580.3 580.3

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D66 CATCH BASIN (SIN) 575.1 567.8

AutoCAD SHX Text

D67 MANHOLE 574.5 574.5

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D68 MANHOLE 577.9 571.5

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D69 CATCH BASIN (SIN) 576.2 572.1

AutoCAD SHX Text

D70 CATCH BASIN (SIN) 576.6 569.2

AutoCAD SHX Text

D71 CURB INLET (SIN) 585.1 580.0

AutoCAD SHX Text

D72 CURB INLET (SIN) 585.3 579.5

AutoCAD SHX Text

D73 CURB INLET (SIN) 583.2 577.4

AutoCAD SHX Text

D74 CURB INLET (SIN) 585.2 581.4

AutoCAD SHX Text

D75 CATCH BASIN (SIN) 583.5 576.9

AutoCAD SHX Text

D76 MANHOLE 595.6 587.3

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D77 MANHOLE 589.1 582.1

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D78 CURB INLET (SIN) 588.6 581.1

AutoCAD SHX Text

D79 CATCH BASIN (SIN) 591.9 584.9

AutoCAD SHX Text

D80 CATCH BASIN (SIN) 591.6 583.6

AutoCAD SHX Text

D81 MANHOLE 581.5 581.5

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D82 MANHOLE 583.6 569.0

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D83 MANHOLE 571.2 566.0

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D84 MANHOLE 578.0 578.0

AutoCAD SHX Text

D85 CATCH BASIN (SIN) 559.9 559.9

AutoCAD SHX Text

D86 CATCH BASIN (SIN) 559.7 559.7

AutoCAD SHX Text

D87 MANHOLE 574.6 574.6

AutoCAD SHX Text

D88 CATCH BASIN (SIN) 567.7 567.7

AutoCAD SHX Text

D89 CATCH BASIN (SIN) 568.0 568.0

AutoCAD SHX Text

D90 MANHOLE 570.4 565.4

AutoCAD SHX Text

D91 MANHOLE 568.0 563.3

AutoCAD SHX Text

D93 MANHOLE 560.4 560.4

AutoCAD SHX Text

D94 CATCH BASIN (SIN) 555.7 540.2

AutoCAD SHX Text

D95 CATCH BASIN (SIN) 573.4 571.7

AutoCAD SHX Text

D96 CATCH BASIN (SIN) 573.3 571.8

AutoCAD SHX Text

D97 CURB INLET (SIN) 572.4 570.6

AutoCAD SHX Text

D98 MANHOLE 570.6 561.8

AutoCAD SHX Text

D100 MANHOLE 564.4 564.4

AutoCAD SHX Text

D101 MANHOLE 570.9 570.9

AutoCAD SHX Text

D102 CATCH BASIN (SIN) 556.6 543.9

AutoCAD SHX Text

D103 CATCH BASIN (SIN) 565.2 557.3

AutoCAD SHX Text

D104 CATCH BASIN (SIN) 567.3 563.8

AutoCAD SHX Text

D105 CATCH BASIN (SIN) 560.0 558.0

AutoCAD SHX Text

D106 CATCH BASIN (SIN) 561.0 559.3

AutoCAD SHX Text

D107 MANHOLE 559.8 559.8

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D108 MANHOLE 554.8 554.8

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D109 MANHOLE 554.4 554.4

AutoCAD SHX Text

D110 MANHOLE 561.7 550.8

AutoCAD SHX Text

D111 MANHOLE 564.4 564.4

AutoCAD SHX Text

D112 MANHOLE 566.8 562.3

AutoCAD SHX Text

D113 CURB INLET (SIN) 560.0 552.3

AutoCAD SHX Text

D114 CURB INLET (SIN) 559.4 551.9

AutoCAD SHX Text

D115 CURB INLET (SIN) 558.7 551.2

AutoCAD SHX Text

D116 CURB INLET (SIN) 559.4 554.8

AutoCAD SHX Text

D117 MANHOLE 565.5 556.8

AutoCAD SHX Text

D118 CURB INLET (SIN) 559.9 555.9

AutoCAD SHX Text

D119 MANHOLE 563.2 557.4

AutoCAD SHX Text

D120 MANHOLE 560.1 555.5

AutoCAD SHX Text

D121 MANHOLE 554.2 549.7

AutoCAD SHX Text

D122 CATCH BASIN (SIN) 553.5 551.0

AutoCAD SHX Text

D123 MANHOLE 555.1 555.1

AutoCAD SHX Text

D124 CATCH BASIN (SIN) 556.2 549.0

AutoCAD SHX Text

D125 MANHOLE 554.2 536.8

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D126 CATCH BASIN (SIN) 548.9 545.4

AutoCAD SHX Text

D127 CURB INLET (SIN) 564.9 555.8

AutoCAD SHX Text

D128 MANHOLE 565.2 555.0

AutoCAD SHX Text

D129 CATCH BASIN (SIN) 559.5 550.5

AutoCAD SHX Text

D130 MANHOLE 565.0 559.1

AutoCAD SHX Text

D131 MANHOLE 566.4 561.2

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D132 MANHOLE 572.6 561.7

AutoCAD SHX Text

D133 CURB INLET (SIN) 567.0 557.8

AutoCAD SHX Text

D134 CURB INLET (SIN) 567.1 559.4

AutoCAD SHX Text

D135 MANHOLE 568.2 562.3

AutoCAD SHX Text

D136 CATCH BASIN (SIN) 568.9 568.4

AutoCAD SHX Text

D137 CURB INLET (SIN) 569.0 559.0

AutoCAD SHX Text

D138 CURB INLET (SIN) 569.1 559.8

AutoCAD SHX Text

D139 MANHOLE 570.6 563.0

AutoCAD SHX Text

D140 MANHOLE 574.2 566.1

AutoCAD SHX Text

D141 MANHOLE 572.3 572.3

AutoCAD SHX Text

D143 CURB INLET (SIN) 577.9 567.5

AutoCAD SHX Text

D144 CURB INLET (SIN) 578.0 564.1

AutoCAD SHX Text

D145 CATCH BASIN (SIN) 579.4 569.9

AutoCAD SHX Text

D146 CATCH BASIN (SIN) 580.9 580.4

AutoCAD SHX Text

D147 CATCH BASIN (SIN) 580.9 580.2

AutoCAD SHX Text

D148 CATCH BASIN (SIN) 580.9 579.9

AutoCAD SHX Text

D149 STORM MANHOLE 570.7 570.7

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D150 MANHOLE 567.5 560.7

AutoCAD SHX Text

D151 STORM MANHOLE 557.7 557.7

AutoCAD SHX Text

D152 STORM MANHOLE 557.0 557.0

AutoCAD SHX Text

D153 CATCH BASIN (SIN) 562.8 558.9

AutoCAD SHX Text

D154 CATCH BASIN (SIN) 568.0 565.7

AutoCAD SHX Text

D155 CATCH BASIN (SIN) 560.8 556.5

AutoCAD SHX Text

D156 CATCH BASIN (SIN) 560.1 555.0

AutoCAD SHX Text

D157 STORM MANHOLE 560.6 560.6

AutoCAD SHX Text

D158 STORM MANHOLE 564.6 564.6

AutoCAD SHX Text

D159 CATCH BASIN (SIN) 567.0 565.1

AutoCAD SHX Text

D160 CATCH BASIN (SIN) 567.2 565.1

AutoCAD SHX Text

D161 CURB INLET (SIN) 569.2 563.1

AutoCAD SHX Text

D162 CATCH BASIN (SIN) 565.1 562.6

AutoCAD SHX Text

D163 CATCH BASIN (SIN) 573.9 563.7

AutoCAD SHX Text

D164 CURB INLET (SIN) 546.7 542.3

AutoCAD SHX Text

D165 CATCH BASIN (SIN) 547.4 545.5

AutoCAD SHX Text

D166 MANHOLE 549.0 549.0

AutoCAD SHX Text

D167 MANHOLE 554.6 554.6

AutoCAD SHX Text

D168 CURB INLET (SIN) 553.7 549.5

AutoCAD SHX Text

D169 CATCH BASIN (SIN) 553.8 549.7

AutoCAD SHX Text

D170 CATCH BASIN (SIN) 565.9 554.8

AutoCAD SHX Text

D171 CATCH BASIN (SIN) 566.2 562.5

AutoCAD SHX Text

D172 CATCH BASIN (SIN) 556.2 553.4

AutoCAD SHX Text

D175 CATCH BASIN (SIN) 567.8 566.8

AutoCAD SHX Text

D176 CURB INLET (SIN) 567.6 563.4

AutoCAD SHX Text

D177 CATCH BASIN (SIN) 566.6 565.4

AutoCAD SHX Text

D178 CATCH BASIN (SIN) 564.5 562.2

AutoCAD SHX Text

D179 CATCH BASIN (SIN) 568.8 567.0

AutoCAD SHX Text

D180 CATCH BASIN (SIN) 566.9 563.7

AutoCAD SHX Text

D181 CURB INLET (SIN) 567.1 561.9

AutoCAD SHX Text

D182 CURB INLET (SIN) 562.3 558.4

AutoCAD SHX Text

D183 CATCH BASIN (SIN) 567.3 566.9

AutoCAD SHX Text

D184 CATCH BASIN (SIN) 567.3 566.9

AutoCAD SHX Text

D185 MANHOLE 569.5 569.5

AutoCAD SHX Text

D186 CATCH BASIN (SIN) 568.9 567.3

AutoCAD SHX Text

D187 CATCH BASIN (SIN) 561.0 557.0

AutoCAD SHX Text

D188 MANHOLE 555.1 555.1

AutoCAD SHX Text

D189 CURB INLET (SIN) 548.3 541.3

AutoCAD SHX Text

D190 MANHOLE 551.7 551.7

AutoCAD SHX Text

D191 MANHOLE 552.2 552.2

AutoCAD SHX Text

D192 CURB INLET (SIN) 549.4 541.3

AutoCAD SHX Text

D193 MANHOLE 553.9 553.9

AutoCAD SHX Text

D194 CATCH BASIN (SIN) 551.7 544.5

AutoCAD SHX Text

D195 CATCH BASIN (SIN) 552.0 537.2

AutoCAD SHX Text

D196 CATCH BASIN (SIN) 551.9 546.1

AutoCAD SHX Text

D197 CATCH BASIN (SIN) 552.0 548.0

AutoCAD SHX Text

D198 CURB INLET (SIN) 568.9 566.5

AutoCAD SHX Text

D199 CURB INLET (SIN) 568.0 564.7

AutoCAD SHX Text

D200 MANHOLE 554.6 548.8

AutoCAD SHX Text

D201 CATCH BASIN (SIN) 581.0 580.0

AutoCAD SHX Text

D202 CATCH BASIN (SIN) 581.0 580.0

AutoCAD SHX Text

INV.

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

DRAINAGE STRUCTURE TABLE

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NO.

AutoCAD SHX Text T.C.

AutoCAD SHX Text

D203 MANHOLE 548.9 543.5

AutoCAD SHX Text

D49 18'' RCP --- 596.7

AutoCAD SHX Text

D50 24'' RCP --- 577.0

AutoCAD SHX Text D63 24'' R.C.P. --- 583.5

AutoCAD SHX Text

D173 24'' RCP --- 587.6

AutoCAD SHX Text

D174 24'' RCP --- 588.8

AutoCAD SHX Text

D92 CATCH BASIN (SIN) 601.9 597.9

AutoCAD SHX Text

D99 CATCH BASIN (SIN) 600.1 588.8

AutoCAD SHX Text

D142 CURB INLET (SIN) 600.1 595.1

AutoCAD SHX Text

D204 CATCH BASIN (SIN) 601.1 594.5

AutoCAD SHX Text

D205 CATCH BASIN (SIN) 601.9 597.4

AutoCAD SHX Text D206 24'' R.C.P. --- 595.1

AutoCAD SHX Text

INV.

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TYPE

AutoCAD SHX Text

DRAINAGE STRUCTURE TABLE

AutoCAD SHX Text

NO.

AutoCAD SHX Text T.C.

AutoCAD SHX Text

OVERHEAD WIRES

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

LANDSCAPED

AutoCAD SHX Text

CONCRETE BOLLARD

AutoCAD SHX Text

CURB

AutoCAD SHX Text

SIGN POST

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

EDGE OF CONC.

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

EASEMENT LINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

IRON PIN/P.K. NAIL (SET)

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

IRON PIN/P.K. NAIL (OLD)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

IP(S)/PK(S)

AutoCAD SHX Text

IP(O)/PK(O)

AutoCAD SHX Text

TN STATE PLANE COORDINATE SYSTEM

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

CONCRETE MONUMENT (OLD)

AutoCAD SHX Text

CM(O)

AutoCAD SHX Text

HANDICAPPED PARKING SPACE

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

FIBER OPTIC

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UNDERGROUND TELEPHONE

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text E

AutoCAD SHX Text

PROJECT BENCHMARK

SITE

GENERAL

NOTES

C 0.02

INTERIORS

Louisville, Kentucky

" x

4" fax web phone

Suite 300

615.370.8500 615.370.8530

Kansas City, Missouri Jackson, Tennessee Nashville, Tennessee

Brentwood, TN 37024

HART FREELAND ROBERTS, INC.

www.hfrdesign.com

7101 Executive Center Drive

ENGINEERING

PLANNING

ARCHITECTURE

c C

N O

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B E

O F

S, IN

PM (

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AutoCAD SHX Text DEMOLITION NOTES 1. DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE ONLY AFTER ALL EROSION AND DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE AND FUNCTIONAL. 2. PROVIDE NEAT AND STRAIGHT SAWCUTS OF EXISTING PAVEMENT ALONG ALL LIMITS OF PAVEMENT PROVIDE NEAT AND STRAIGHT SAWCUTS OF EXISTING PAVEMENT ALONG ALL LIMITS OF PAVEMENT DEMOLITION. 3. ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED. DISPOSE OF OFF THE OWNER'S PROPERTY IN A LEGAL MANNER 4. ALL PAVEMENT BASE COURSES, SIDEWALK, CURBS, BUILDINGS, FOUNDATIONS, ETC.. IN THE AREA TO ALL PAVEMENT BASE COURSES, SIDEWALK, CURBS, BUILDINGS, FOUNDATIONS, ETC.. IN THE AREA TO BE REMOVED SHALL BE REMOVED TO FULL DEPTH. EXISTING BASE COURSE MATERIALS MAY BE WORKED INTO THE NEW PAVEMENT OR BUILDING SUBGRADE PROVIDED THAT THE GRADATION, CONSISTENCY, COMPACTION, SUBGRADE CONDITION, ETC.. ARE IN ACCORDANCE WITH THE SPECIFICATIONS. BASE COURSE MATERIALS SHALL NOT BE WORKED INTO THE SUBGRADE OF AREAS TO RECEIVE PLANTING. 5. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR EXECUTION OF THE WORK CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR EXECUTION OF THE WORK 6. THE CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY TO THE CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY TO CONTROL DUST AND DIRT CAUSED BY THE DEMOLITION WORK. 7. ALL ITEMS OF CONSTRUCTION REMAINING AND SPECIFICALLY MENTIONED THAT INTERFERE WITH THE ALL ITEMS OF CONSTRUCTION REMAINING AND SPECIFICALLY MENTIONED THAT INTERFERE WITH THE NEW CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COTR. 8. CONTRACTOR SHALL PROVIDE PROTECTION TO ALL STREETS, FENCES, TREES, UTILITIES AND CONTRACTOR SHALL PROVIDE PROTECTION TO ALL STREETS, FENCES, TREES, UTILITIES AND STRUCTURES THAT ARE TO REMAIN. CONTRACTOR-CAUSED DAMAGE SHALL BE REPAIRED TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER. 9. CAVITIES LEFT BY STRUCTURE REMOVAL TO BE BACKFILLED WITH SATISFACTORY MATERIAL AND CAVITIES LEFT BY STRUCTURE REMOVAL TO BE BACKFILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D698 10. CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK COORDINATE WITH LOCAL UTILITY COMPANIES PRIOR TO UTILITY DISCONNECT. 11. PAVEMENT MARKINGS TO BE REMOVED SHALL BE PAINTED OVER TO MATCH PAVEMENT OR REMOVED PAVEMENT MARKINGS TO BE REMOVED SHALL BE PAINTED OVER TO MATCH PAVEMENT OR REMOVED WITH WIRE BRUSHING. 12. EXCEPT AS SHOWN. NO TREES SHALL BE REMOVED AND/OR VEGETATION DISTURBED WITHOUT EXCEPT AS SHOWN. NO TREES SHALL BE REMOVED AND/OR VEGETATION DISTURBED WITHOUT APPROVAL OF THE COTR. 13. TREE PROTECTION SHALL CONSIST OF THE FOLLOWING STEPS: TREE PROTECTION SHALL CONSIST OF THE FOLLOWING STEPS: A. PRIOR TO ANY GRADING OPERATION. LOCATE TREES TO BE PROTECTED PRIOR TO ANY GRADING OPERATION. LOCATE TREES TO BE PROTECTED IMPACTED BY GRADING ACTIVITY AND NEATLY CUT ROOTS TO A DEPTH OF 30" AT THE DIMENSIONED LIMITS SHOWN USING A UTILITY TRENCHING MACHINE. B. TREAT EXPOSED ROOTS WITH A HORTICULTURAL TREE PRUNING TREAT EXPOSED ROOTS WITH A HORTICULTURAL TREE PRUNING PROTECTION PRODUCT. C. PRUNE TREE LIMBS BY THE SAME PROPORTIONAL PERCENTAGE AS PRUNE TREE LIMBS BY THE SAME PROPORTIONAL PERCENTAGE AS TREE ROOTS REMOVED ( i.E.. 25% OF ROOTS REMOVED SHALL RESULT IN A 25% OF TREE LIMBS REMOVED). D. INSTALL A CONSTRUCTION FENCE TO THE DRIP LINE OF TREE CANOPY INSTALL A CONSTRUCTION FENCE TO THE DRIP LINE OF TREE CANOPY AT LEAST 4' IN HEIGHT. E. BEGIN CLEARING AND GRADING OPERATIONS. BEGIN CLEARING AND GRADING OPERATIONS.

AutoCAD SHX Text LAYOUT & PAVING NOTES 1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENIGEER PRIOR TO BEGINNING WORK. 2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, INCLUDING THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, INCLUDING IRRIGATION LINES, TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN, AND REPAIR CONTRACTOR CAUSED DAMAGE ACCORDING TO CURRENT LOCAL STANDARDS AND AT THE CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. RELOCATE IRRIGATION LINES AS NECESSARY FOR CONSTRUCTION. 3. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL PERMITS AND PAY ALL FEES THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL PERMITS AND PAY ALL FEES PRIOR TO BEGINNING WORK. 4. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALL UTILITIES PRIOR TO INSTALLATION OF PAVEMENT. 5. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN, IN ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN, IN ACCORDANCE WITH THE SPECIFICATIONS. DO NOT OPERATE OR STORE HEAVY EQUIPMENT, NOR HANDLE, NOR STORE MATERIALS WITHIN THE DRIPLINES OF TREES OR OUTSIDE THE LIMIT OF GRADING. 6. CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH UNLESS OTHERWISE NOTED. ALL CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL BE 4,000 P.S. I. UNLESS OTHERWISE NOTED CURB RAMPS, SIDEWALK SLOPES, AND DRIVEWAY RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT LOCAL REQUIREMENTS. IF APPLICABLE, THE CONTRACTOR SHALL REQUEST INSPECTION OF SIDEWALK AND RAMP FORMS PRIOR TO PLACEMENT OF CONCRETE. 7. ALL DAMAGE TO EXISTING ASPHALT PAVEMENT TO REMAIN WHICH RESULTS FROM NEW CONSTRUCTION ALL DAMAGE TO EXISTING ASPHALT PAVEMENT TO REMAIN WHICH RESULTS FROM NEW CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS AT CONTRACTOR'S EXPENSE. 8. DIMENSIONS ARE TO THE FACE OF CURB, EDGE OF CONCRETE, OR TO THE FACE OF BUILDING UNLESS DIMENSIONS ARE TO THE FACE OF CURB, EDGE OF CONCRETE, OR TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED. 9. EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE GOVERNMENT'S PROPERTY EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE GOVERNMENT'S PROPERTY AT NO ADDITIONAL COST IN A LEGAL MANNER. 10. MAINTAIN ONE SET OF AS-BUILT DRAWINGS ON THE JOB SITE FOR DISTRIBUTION TO THE COTR UPON MAINTAIN ONE SET OF AS-BUILT DRAWINGS ON THE JOB SITE FOR DISTRIBUTION TO THE COTR UPON COMPLETION. A BASE CADD FILE WILL BE PROVIDED TO CONTRACTOR AT THE KICK-OFF MEETING. UPDATE CADD FILE AS CONSTRUCTION PROCEEDS TO DOCUMENT FIELD CHANGES. 11. PARKING STRIPES SHALL BE 4-INCH WHITE PAVEMENT PAINT. PARKING STRIPES SHALL BE 4-INCH WHITE PAVEMENT PAINT. 12. CONTRACTION JOINTS SHALL BE CONSTRUCTED TO A DEPTH OF AT LEAST ¼ THE CONCRETE CONTRACTION JOINTS SHALL BE CONSTRUCTED TO A DEPTH OF AT LEAST ¼ THE CONCRETE THE CONCRETE THICKNESS. AND SHALL DIVIDE CONCRETE ROUGHLY INTO SQUARES WITH MAXIMUM 10' SEGMENTS.

AutoCAD SHX Text SITE NOTES 1. EXISTING CONDITIONS AND BOUNDARY TAKEN FROM CAD FILE PROVIDED BY TNANG AND EXISTING CONDITIONS AND BOUNDARY TAKEN FROM CAD FILE PROVIDED BY TNANG AND SUPPLEMENTED WITH PARTIAL TOPOGRAPHIC AND UTILITY SURVEY BY: HART FREELAND ROBERTS SURVEYING. 2. PROPERTY MAP REFERENCE: MAP 120 PARCELS 42,43 AND 106. PROPERTY MAP REFERENCE: MAP 120 PARCELS 42,43 AND 106. 3. PROPERTY IS ZONED IWD. PROPERTY IS ZONED IWD. 4. NO PORTION OF THE PROPERTIES SURVEYED ARE LOCATED IN ZONE "A1" & "A" AREAS NOTED AS NO PORTION OF THE PROPERTIES SURVEYED ARE LOCATED IN ZONE "A1" & "A" AREAS NOTED AS BEING IN THE 100 YEAR FLOOD PLAIN BASED ON INFORMATION ON F.E.M.A. "FLOOD RATE INSURANCE MAP" (FIRM), MAP NO. 47037C0356F DATED 4-20-2001. 5. OBTAIN ALL NECESSARY LICENSES AND PERMITS. CONTRACTOR TO PROVIDE ALL ASSOCIATED FEES OBTAIN ALL NECESSARY LICENSES AND PERMITS. CONTRACTOR TO PROVIDE ALL ASSOCIATED FEES AND COSTS. 6. VERIFY ALL UTILITY ELEVATIONS, LOCATIONS, AND DEPTHS BEFORE BEGINNING CONSTRUCTION. THE VERIFY ALL UTILITY ELEVATIONS, LOCATIONS, AND DEPTHS BEFORE BEGINNING CONSTRUCTION. THE GOVERNMENT DOES NOT ASSUME RESPONSIBILITY FOR THE POSSIBILITY THAT UTILITIES, OTHER THAN THOSE SHOWN MAY BE ENCOUNTERED OR THAT THE ACTUAL UTILITY LOCATIONS MAY BE DIFFERENT FROM THE LOCATIONS DESIGNATED ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH ALL LABOR AND TOOLS TO EITHER VERIFY AND SUBSTANTIATE OR DEFINITELY ESTABLISH THE UNDERGROUND UTILITY POSITIONS. 7. STAKEOUT PLAN AS SHOWN HEREON. STAKEOUT PLAN AS SHOWN HEREON. 8. DIMENSIONS AND RADII SHOWN ARE EDGE OF PAVEMENT. DIMENSIONS AND RADII SHOWN ARE EDGE OF PAVEMENT. 9. GUARD REFERENCE POINTS STAKED IN THE FIELD. ALL REFERENCE POINTS THAT ARE DESTROYED OR GUARD REFERENCE POINTS STAKED IN THE FIELD. ALL REFERENCE POINTS THAT ARE DESTROYED OR LOST SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 10. VERIFY THE CLEARING LIMITS AND FIELD CONDITIONS BEFORE BIDDING THIS PROJECT. NO EXTRAS VERIFY THE CLEARING LIMITS AND FIELD CONDITIONS BEFORE BIDDING THIS PROJECT. NO EXTRAS WILL BE ALLOWED DUE TO THE IRREGULAR SURFACE CONDITIONS THAT MAY BE ENCOUNTERED ON THIS SITE. 11. BEFORE CLEARING, FLAG TREES TO REMAIN. AVOID DAMAGING THESE TREES AND THEIR ROOT BEFORE CLEARING, FLAG TREES TO REMAIN. AVOID DAMAGING THESE TREES AND THEIR ROOT SYSTEMS DURING CONSTRUCTION. 12. PREVENT VEHICLE OR EQUIPMENT STORAGE OFF-SITE. PREVENT VEHICLE OR EQUIPMENT STORAGE OFF-SITE. 13. CORRECT ALL CONTRACTOR DAMAGE TO EXISTING PAVEMENT, SIDEWALKS,DRAINAGE STRUCTURES, CORRECT ALL CONTRACTOR DAMAGE TO EXISTING PAVEMENT, SIDEWALKS,DRAINAGE STRUCTURES, UTILITIES, OR OTHER EXISTING IMPROVEMENTS AT NO EXPENSE TO THE OWNER. 14. ADJUST ALL EXISTING MANHOLES, CATCH BASINS, OR OTHER STRUCTURES TO MATCH PROPOSED ADJUST ALL EXISTING MANHOLES, CATCH BASINS, OR OTHER STRUCTURES TO MATCH PROPOSED GRADES.

AutoCAD SHX Text EROSION/SILTATION CONTROL NOTES 1. LAND AREA BEING DISTURBED = 0.5 ACRES LAND AREA BEING DISTURBED = 0.5 ACRES 2. COMPLY WITH ALL LOCAL AND STATE SOIL EROSION AND SEDIMENT CONTROL REQUIREMENTS. COMPLY WITH ALL LOCAL AND STATE SOIL EROSION AND SEDIMENT CONTROL REQUIREMENTS. PREVENT ANY SOIL EROSION ONTO PUBLIC ROADS OR INTO EXISTING DRAINAGE DITCHES OR WATERWAYS. ALL SOIL EROSION AND SEDIMENT CONTROL COSTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE INCLUDED IN THE PROJECT BID. 3. THE FOLLOWING IS A MINIMUM CONSTRUCTION SEQUENCE FOR SITE WORK. IF FURTHER MEASURES THE FOLLOWING IS A MINIMUM CONSTRUCTION SEQUENCE FOR SITE WORK. IF FURTHER MEASURES ARE NEEDED, THE CONTRACTOR SHALL FURNISH AT NO ADDITIONAL COST TO THE PROJECT: A. PROVIDE ADEQUATE TREE PROTECTION MEASURES. PROVIDE ADEQUATE TREE PROTECTION MEASURES. B. INSTALL EROSION/SILTATION CONTROLS AS DESIGNATED ON PLANS. INSTALL EROSION/SILTATION CONTROLS AS DESIGNATED ON PLANS. C. INSTALL STORM DRAINAGE AND COMPLETE GRADING. INSTALL STORM DRAINAGE AND COMPLETE GRADING. D. IMMEDIATELY STABILIZE GRADED AREAS WITH TOPSOIL, SEED AND MULCH. SLOPES STEEPER THAN IMMEDIATELY STABILIZE GRADED AREAS WITH TOPSOIL, SEED AND MULCH. SLOPES STEEPER THAN 3:1 WILL RECEIVE EROSION MATTING IN LIEU OF MULCH. 4. MAINTAIN CRUSHED STONE AT THE SITE ACCESS. CONSTRUCTION VEHICLES SHALL NOT TRACK SOIL MAINTAIN CRUSHED STONE AT THE SITE ACCESS. CONSTRUCTION VEHICLES SHALL NOT TRACK SOIL ONTO PUBLIC STREETS. 5. INSTALL AND MAINTAIN EROSION/SILTATION CONTROL DEVICES, AS DESIGNATED ON THE PLAN, UNTIL INSTALL AND MAINTAIN EROSION/SILTATION CONTROL DEVICES, AS DESIGNATED ON THE PLAN, UNTIL ADEQUATE VEGETATION IS PRESENT TO PREVENT EROSION. 6. STRIP AVAILABLE TOPSOIL AND STORE ON SITE. INSTALL SILTATION CONTROL (SILT FENCE) AROUND STRIP AVAILABLE TOPSOIL AND STORE ON SITE. INSTALL SILTATION CONTROL (SILT FENCE) AROUND SOIL STOCKPILES, AS NEEDED. CONTRACTOR TO FURNISH ADDITIONAL TOPSOIL OR REMOVE EXCESS TOPSOIL AT NO ADDITIONAL EXPENSE TO THE OWNER. 7. PLACE TOPSOIL AND APPLY SEED AND MULCH TO ALL DISTURBED AREAS. PLACE AND RAKE PLACE TOPSOIL AND APPLY SEED AND MULCH TO ALL DISTURBED AREAS. PLACE AND RAKE TOPSOIL TO A DEPTH OF SIX (6) INCHES IN AREAS TO RECEIVE SEED AND MULCH. 8. NO SLOPES TO BE STEEPER THAN 3:1, UNLESS INDICATED OTHERWISE. NO SLOPES TO BE STEEPER THAN 3:1, UNLESS INDICATED OTHERWISE.

AutoCAD SHX Text UTILITY NOTES 1. THE EXISTING UTILITY LOCATIONS ARE SHOWN FOR GENERAL INFORMATION ONLY AND ARE NOT THE EXISTING UTILITY LOCATIONS ARE SHOWN FOR GENERAL INFORMATION ONLY AND ARE NOT GUARANTEED TO BE EITHER ACCURATE OR ALL INCLUSIVE. PRIOR TO EXCAVATION IN ANY AREA, OBTAIN THE AID OF ALL UTILITY OWNERS TO IDENTIFY AND LOCATE THEIR RESPECTIVE FACILITIES. ANY UTILITY DAMAGE CAUSED BY THE CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT NO EXPENSE TO THE OWNER. 2. EXISTING UTILITIES, WHICH ARE NOT SHOWN, THAT ARE UNCOVERED DURING EXCAVATION SHALL BE EXISTING UTILITIES, WHICH ARE NOT SHOWN, THAT ARE UNCOVERED DURING EXCAVATION SHALL BE BROUGHT TO THE ATTENTION OF THE COTR FOR PROPER COORDINATION. REMOVE, REWORK AND/OR REROUTE THE EXISTING UTILITIES, AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 3. VERIFY ALL FEES (PERMIT, CAPACITY, TAP AND INSPECTION) AND INCLUDE ANY VARIANCE IN THE VERIFY ALL FEES (PERMIT, CAPACITY, TAP AND INSPECTION) AND INCLUDE ANY VARIANCE IN THE CONTRACT.

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