W912HN-15-R-0001_CIVIL1_AMD5.PDF

10’0 20’

HORIZONTAL: 1"=20’

VERTICAL: 1"=20’

40’

B-501

TARGET ELEVATIONS SHALL BE CONFIRMED BY CERTIFIED SURVEY.

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US ARMY CORPS

OF ENGINEERS

SAVANNAH

PLATE

REFERENCE

NUMBER

SHEET

1+000+00 2+00 3+00

EL. 36.00

A

SCALE : 1" = 20’-0"

4’

TYPICAL INSTRUMENTATION TRANSECT

-10

-20

-10

-20

VWPZ-"X"-2-A

PZ-"X"-2-A

VWPZ-"X"-3-S

VWPZ-"X"-3-D

VWST-"X"-3

VWPZ-"X"-2-S

VWPZ-"X"-2-D

VWST-"X"-2

VWPZ-"X"-1-S

VWPZ-"X"-1-D

VWST-"X"-1

76’-9"10’-2" 9’-1" 56’-10" 2’-11"

NOTE:

1. X REPRESENTS THE TRANSECT NUMBER.

2. CABLES FOR ALL INSTRUMENTSSHALL

EXTEND HORIZONTALLY TO THE

OUTBOARD TOE AND CONNECT TO

THEREADOUT LOCATION ALONG THE

ACCESS ROAD.

PROFESSIONAL

No. 27339

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DESCRIPTION

PROPOSED SPOT ELEVATION

RAD.

NORTHING

EASTING

STATION

FINISHED FLOOR ELEVATION

MANHOLE

PROPOSED CONTOUR

SYMBOL

804.75

R=25’

N

E

STA

F.F. EL.

MH

DUCTILE IRON PIPE

CLEANOUT CO

PWPOTABLE WATER

EXISTING TO BE DEMOLISHED/REMOVED

CONSTRUCTION LIMITS

SILT FENCE

DRAIN LINE D

HIGH POINT HP

LOW POINT LP

POLYVINYL CHLORIDE PIPE PVC

Utilities Protection Center, Inc.

THREE WORKING DAYS

BEFORE

YOU DIG GEORGIA

CALL

1-800-282-7411

COLOR CODES

FOR

UTILITY LOCATING

Utilities Protection Center, Inc.

IF YOU DIG GEORGIA

CALL US FIRST !

1-800-282-7411

RED

YELLOW

ORANGE

BLUE

GREEN

ELECTRIC

GAS-OIL

WATER

SEWER

TELEPHONE/CATV

fi

CIVIL LEGEND - PROPOSED FACILITIESCIVIL NOTES:

GUARD RAIL

SF SF SF

FG

EL

RAW WATER RW

CONCCONCRETE

FINISHED GRADE

ELEVATION

STEEL PIPE STL

RRADIUS

DI

SECURITY FENCE

FORCE MAIN

X X X

12" FM

C-001

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No. 038315

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1. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO ACHIEVE THE DESIRED HORIZONTAL AND

VERTICAL PIPELINE ROUTING BY DEFLECTION OF PIPE JOINTS USING NO MORE THAN 50% OF THE

MAXIMUM DEFLECTION RECOMMENDED BY THE PIPE MANUFACTURER.

2. SHOP DRAWINGS SHALL BE FURNISHED TO THE CONTRACTING OFFICER FOR APPROVAL OF ALL

PIPE CONNECTIONS, TRANSITIONS AND SPECIALS PRIOR TO INSTALLATION.

3. THE 100-YEAR FLOOD PLAIN ELEVATION AT THE PROJECT SITE IS 13 FEET NAVD 88 PER FEMA FIRM

PANEL 13051C0030F REVISED 9/26/2008.

4. ALL BUFFER AND TREE PROTECTION AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING OR BY

FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE BY THE CONTRACTOR.

5. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADDITIONAL EROSION AND

SEDIMENTATION CONTROL MEASURES PER THE MANUAL FOR EROSION AND SEDIMENT CONTROL

IN GEORGIA AS DEEMED NECESSARY BY THE ENGINEER DURING CONSTRUCTION.

6. 24-HOUR LOCAL CONTACT FOR EROSION CONTROL TROY FUNK (912) 856-7743

7. NO DEBRIS, WASTE AND EXCESS MATERIALS SHALL BE DISPOSED OF IN WETLANDS OR WATERS

OF THE STATE, UNDER ANY CIRCUMSTANCE.

8. NO SEPARATE CONSTRUCTION STAGING OR MATERIAL STOCKPILE AREA WILL BE PROVIDED BY

THE GOVERNMENT.

9. CONTRACTOR SHALL SUBMIT TRAFFIC AND PEDESTRIAN CONTROL PLAN TO THE CONTRACT

MANAGER FOR APPROVAL PRIOR TO MOBILIZATION.

10. USE OF ON-SITE MATERIAL IS PROHIBITED FOR STRUCTURAL BACKFILL OR RANDOM FILL

APPLICATIONS. ON-SITE MATERIAL MAY BE USED FOR TOPSOIL (SECTION 31 00 00 PARAGRAPH

1.5.5) APPLICATIONS ONLY.

11. BOTH LANES OF LAKESIDE BOULEVARD SHALL BE RESURFACED, OR FULLY REPAIRED (AS PER

SECTION 32 01 16), FROM THE ENTRANCE OF RICE HOPE TO 20’-0" BEYOND THE ACCESS TO THE

SITE AND BASED ON THE LIMITS SHOWN ON C-002.

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LIMITSCONSTRUCTION

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CONSTRUCTION

ENTRANCE/EXIT

AREA TO BE RESURFACED, OR REPAIRED (AS PER SECTION 32 01 16)

SEE NOTE 11 ON PLATE C-001

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PROFESSIONAL

No. 27339

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1’-6" DIA.

REFLECTIVE TAPE

6"

ROUND OFF TOP

SLOPE TOP 1/2" PER FT.

CONCRETE ENCASEMENT

0.20" PERFORATION

90%%d

90%%d

ELEVATION

SECTION

D N.T.S.

STEEL BOLLARD

E N.T.S.

ASTM D698

MAX DRY DENSITY

(650 FLEX)

6" CONC

PAVEMENT

12" COMPACTED

SUBGRADE TO 100%%%

PARTIAL

CONTRACTION

JOINT (SEE PLAN

FOR LOCATIONS)

F N.T.S.

6"

1 COMMON FILL

2% SLOPE OR

AS SHOWN ON PLANS

MATCH EXISTING OR PROPOSED

GRADE AS SHOWN ON PLANS

GEOTEXTILE FABRIC AS

SPECIFIED IN SECTION 31 32 11

N.T.S.

STEEL BOLLARD

5’ SHOULDER EXCEPT

WHERE SHOWN OTHERWISE

ON PLANS (SLOPE TO DRAIN)

2% SLOPE OR

AS SHOWN ON PLANS

NOTES:

FILL W/ CONC &

6" DIA SCH 40 STEEL PIPE W/

MOLDED SAFETY YELLOW

HDPE COVERS

A

STEEL BOLLARD

CONCRETE PAVEMENT

GRADED AGGREGATE ACCESS DRIVE

ASTM D698

MAX DRY DENSITY

(650 FLEX)

6" CONC

PAVEMENT

12" COMPACTED

SUBGRADE TO 100%%%

PARTIAL

CONTRACTION

JOINT (SEE PLAN

FOR LOCATIONS)

H N.T.S.

REINFORCED CONCRETE PAVEMENT

WELDED WIRE MESH

6x6-6/6 (W2.9/W2.9)

N.T.S.

C

BALLAST TUBE

CLEANOUT ACCESS

POINT WITH LOCKABLE

COVER

18" SQUARE

CONCRETE

PAD

4"

6" SOLID

HDPE PIPE

6" WYE

45%%d BEND

6" WYE6" WYE

6" PERFORATED

HDPE PIPE

N.T.S.

B

GEOCOMPOSITE DRAIN

TOE DRAIN 6"

12"PERFORATED HDPE PIPE

G N.T.S.

SECTION

PLAN

DETAIL

:1

S L

O P

E

50’

TYP. FILLED WITH

SAND

X

TOE DRAIN CLEANOUT

60 MIL HDPE LINER

GEOCOMPOSITE

DRAINAGE NET

ASTM D698

MAX DRY DENSITY

12" COMPACTED

SUBGRADE TO 100%%%

6"PUMP STATION

PAC SILO

GEOTEXTILE FABRIC AS

SPECIFIED IN SECTION 31 32 11

X" #57 STONE

GRAVEL PAD

4"

LOCATION SIZE

PIPE TYPE SIZE

4" GRADED AGGREGATE BASE

GDOT 815.2.01 TYPE 1

4" GRADED AGGREGATE BASE

GDOT 815.2.01 TYPE 1

7" GRADED

AGGREGATE BASE

COARSE GDOT

815.2.01 TYPE 1

COMPACTED TO 95%

MAX DRY DENSITY

PER AASHTO T180

MILL 1 12" (MAX.) EXISTING SURFACE AND

PLACE 1 12" ASPHALTIC CONCRETE, 9.5MM SUPERPAVE

EXISTING ASPHALT SURFACE

EXISTING BASE

2%

LANE

15’

MEDIAN

15’

LANE

15’

LAKESIDE BLVD.C

L

2%

J N.T.S.

RESURFACING

1 12" COMPACTED SELECT FILL

12" COMPACTED SUBGRADE

NOTES:

1. LAKESIDE BLVD SHALL BE MILLED AS NESSECARY TO

REMOVE HIGH AREAS AND PROVIDE A SMOOTH BASE.

2. ANY HOLES OR DEPRESSED AREAS SHALL BE FILLED AND

REPAIRED PER GADOT STANDARDS AND SPECIFICATIONS.

3. ROADWAY SHALL BE SWEPT CLEAN AND TACK COAT

(CRS2H, SS1, OR AC30) SHALL BE APPLIED PER

MANUFACTURER SPECIFICATIONS.

4. 1 12" OF ASPHALT CONCRETE 9.5 MM SUPERPAVE, 165

LB/SY SHALL BE INSTALL PER GADOT STANDARDS AND

SPECIFICATIONS.

5. REFER TO PLATE C-002 FOR RESURFACING LIMITS.

1. LOAM, SEED AND MULCH SHOULDER PER SPECIFICATION 32 92 19.

2. IN UNSUITABLE SOIL LOCATIONS AN ADDITIONAL UNDER CUT OF 18" CRUSHED

AGGREGATE BASE COURSE (CABC) WILL BE REQUIRED WITH PLACEMENT OF BIAXIAL

GEOGRID WITH MINIMUM RIB THICKNESS OF 0.76MM, ASSUME FOR BIDDING PURPOSES

100% OF ROAD AREA WILL BE UNSUITABLE CONDITIONS.

E

6" 45 MIL

POLYPROPYLENE

BALLAST TUBE

6" BALLAST TUBE ALONG

THE TOE OF SLOPE

6" BALLAST

TUBE

BALLAST TUBE SLEEVE

WELDED TO ITSELF

AROUND PIPE

6’ DIA PIPE ANCHOR

5’ LONG

FILL PIPE WITH SAND

6" BALLAST TUBE