Dwgs CHL023 20200810 Without Exploration Logs Part 1 of 5.pdf

FAIRBANKS

FT. WAINWRIGHT

NORTH POLE

EIELSON AFB

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PROJECT OFFICE FOR

CHENA RIVER LAKES

FLOOD CONTROL PROJECT

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EIELSON AFB

NORTH POLE

MOOSE CREEK DAM SAFETY

MODIFICATION

SOLICITATION No.: W911KB21R0001

NORTH POLE, ALASKA

ISSUE DATE: 10 AUG 2020

CONTRACT No.:

CHL023 (CWIS 072738)

08/2020 PUB

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US Army Corps of Engineers ® Alaska District

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ON ORIGINAL DRAWING

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TBD

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0 6 MILES3 MILES

0 4000'2000'

SCALE: NTS

LOCATION MAP

B1

VICINITY MAP

B5

SCALE: 1" = 3 MILES

PROJECT AREA

A8

SCALE: 1" = 2000'

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AutoCAD SHX Text N

AutoCAD SHX Text

GENERAL (G): GENERAL

1 G-001 COVER SHEET

2 G-002 SCHEDULE OF DRAWINGS

3 G-003 ABBREVIATIONS AND REFERENCE SYMBOLOGY

4 G-004 LINE SYMBOL KEY AND GENERAL NOTES

GEOTECHNICAL (B): GENERAL

101 B-001 EXPLORATION LOG LEGEND

CIVIL (C): PLANS

201 C-101 OVERALL SITE

202 C-110 SOUTH BORROW SITE PLAN

203 C-111 NORTH BORROW SITE PLAN

204 C-120 PLAN AND PROFILE SITE LAYOUT

CIVIL (C): PLANS AND PROFILES

205 C-201 P&P - 1 OF 12

206 C-202 P&P - 2 OF 12

207 C-203 P&P - 3 OF 12

208 C-204 P&P - 4 OF 12

209 C-205 P&P - 5 OF 12

210 C-206 P&P - 6 OF 12

211 C-207 P&P - 7 OF 12

212 C-208 P&P - 8 OF 12

213 C-209 P&P - 9 OF 12

214 C-210 P&P - 10 OF 12

215 C-211 P&P - 11 OF 12

216 C-212 P&P - 12 OF 12

CIVIL (C): SECTIONS

217 C-301 TYPICAL DAM SECTION

STRUCTURAL (S): PLANS

301 S-101 SITE PLAN - LOW POINT DRAIN

302 S-102 SITE PLAN - CONTROL WORKS

STRUCTURAL (S): DETAILS

303 S-501 LPD DETAILS

304 S-502 CONTROL WORKS DETAILS

STRUCTURAL (S): 3D REPRESENTATIONS AND PHOTOS

305 S-901 LPD OBLIQUE - EXISTING

306 S-902 LPD OBLIQUE - AFTER EXCAVATION AND PILE DRIVING

307 S-903 PHOTOS I

308 S-904 PHOTOS II

GEOTECHNICAL EXPLORATION LOGS: SCHEDULES AND DIAGRAMS

GEOTECHNICAL EXPLORATION LOGS: SCHEDULES AND DIAGRAMS

501 B-601 EXPLORATION LOGS

502 B-602 EXPLORATION LOGS

503 B-603 EXPLORATION LOGS

504 B-604 EXPLORATION LOGS

505 B-605 EXPLORATION LOGS

506 B-606 EXPLORATION LOGS

507 B-607 EXPLORATION LOGS

508 B-608 EXPLORATION LOGS

509 B-609 EXPLORATION LOGS

510 B-610 EXPLORATION LOGS

511 B-611 EXPLORATION LOGS

512 B-612 EXPLORATION LOGS

513 B-613 EXPLORATION LOGS

514 B-614 EXPLORATION LOGS

515 B-615 EXPLORATION LOGS

516 B-616 EXPLORATION LOGS

517 B-617 EXPLORATION LOGS

518 B-618 EXPLORATION LOGS

519 B-619 EXPLORATION LOGS

520 B-620 EXPLORATION LOGS

521 B-621 EXPLORATION LOGS

522 B-622 EXPLORATION LOGS

523 B-623 EXPLORATION LOGS

524 B-624 EXPLORATION LOGS

525 B-625 EXPLORATION LOGS

526 B-626 EXPLORATION LOGS

527 B-627 EXPLORATION LOGS

528 B-628 EXPLORATION LOGS

529 B-629 EXPLORATION LOGS

530 B-630 EXPLORATION LOGS

531 B-631 EXPLORATION LOGS

532 B-632 EXPLORATION LOGS

533 B-633 EXPLORATION LOGS

534 B-634 EXPLORATION LOGS

535 B-635 EXPLORATION LOGS

536 B-636 EXPLORATION LOGS

537 B-637 EXPLORATION LOGS

538 B-638 EXPLORATION LOGS

539 B-639 EXPLORATION LOGS

540 B-640 EXPLORATION LOGS

541 B-641 EXPLORATION LOGS

542 B-642 EXPLORATION LOGS

543 B-643 EXPLORATION LOGS

544 B-644 EXPLORATION LOGS

545 B-645 EXPLORATION LOGS

546 B-646 EXPLORATION LOGS

547 B-647 EXPLORATION LOGS

548 B-648 EXPLORATION LOGS

549 B-649 EXPLORATION LOGS

550 B-650 EXPLORATION LOGS

551 B-651 EXPLORATION LOGS

552 B-652 EXPLORATION LOGS

553 B-653 EXPLORATION LOGS

554 B-654 EXPLORATION LOGS

555 B-655 EXPLORATION LOGS

556 B-656 EXPLORATION LOGS

557 B-657 EXPLORATION LOGS

558 B-658 EXPLORATION LOGS

559 B-659 EXPLORATION LOGS

560 B-660 EXPLORATION LOGS

561 B-661 EXPLORATION LOGS

562 B-662 EXPLORATION LOGS

563 B-663 EXPLORATION LOGS

564 B-664 EXPLORATION LOGS

EXPLORATION LOGS

EXHIBIT

601 X-801 87C12 C1

602 X-802 87C12 C2

603 X-803 87C12 C3

604 X-804 87C12 A3

605 X-805 87C12 S-1 DETAILS

606 X-811 76C27 S-63

607 X-812 76C27 S-64

608 X-821 76C27 S-1

609 X-822 76C27 S-3

610 X-823 76C27 S-4

611 X-824 76C27 S-7

612 X-825 76C27 S-10

613 X-831 84C09 3of30

614 X-832 84C09 4of30

615 X-833 84C09 13of30

616 X-841 83C07 45of63

617 X-842 83C07 46of63

618 X-851 91R21 S0.1

619 X-852 91R21 S1.0

UNUSED DISCIPLINES: Sketches

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911KB21R0001 /

08/2020 PUB - CHL023 - 10 AUG 2020

MOOSE CREEK DAM SAFETY MODIFICATION

NORTH POLE, ALASKA

SCHEDULE OF DRAWINGS

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NUMBER

SHEET TITLESHEET

REFERENCE

NUMBER

SHEET TITLESHEET

REFERENCE

NUMBER

SHEET TITLESHEET

G E

N E

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T

@ AT

# NUMBER, POUND(S)

& AND

2L DOUBLE ANGLE

℄ CENTERLINE

Ø DIAMETER, ROUND

AB ANCHOR BOLT

ABAN ABANDON, ABANDONED

ABNL ABNORMAL

ACI AMERICAN CONCRETE INSTITUTE

ACR ACROSS

ADDL ADDITIONAL

ADDM ADDENDUM

AFB AIR FORCE BASE

AI ASPHALT INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AK DOT&PF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC

FACILITIES

ALLOW ALLOWANCE

ALNMT ALIGNMENT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE(LY)

APPX APPENDIX

AR AS REQUIRED

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ASYM ASYMMETRICAL

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

BJ BAR JOIST

BLDG BUILDING

BLKG BLOCKING

BLKHD BULKHEAD

BLW BELOW

BOT BOTTOM

BOW BOTTOM OF WALL

BTWN BETWEEN

B PL BASE PLATE

C AMERICAN STANDARD CHANNELS

CB CATCH BASIN

CBL CONSTRUCTION BASE LINE

CFS CUBIC FEET PER SECOND

CIP CAST IN PLACE, CAST IRON PIPE

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE, CONCENTRIC

CONN(S) CONNECTION(S)

CONT CONTINUOUS

COORD(S) COORDINATE(S)

CREST DAM CREST

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTERSINK, COUNTERSUNK

CTR CENTER

CTRL CONTROL

CU FT CUBIC FOOT, CUBIC FEET

CU YD(S) CUBIC YARD(S)

DEG DEGREE

DEMO DEMOLITION

DET(S) DETAIL(S)

DIA DIAMETER

DIAG DIAGONAL

DICA DRILL-IN-CONCRETE-ANCHOR

DIM(S) DIMENSION(S)

DIST DISTANCE

DO DITTO

DTI DIRECT TENSION INDICATOR

DWG(S) DRAWING(S)

DS DROP STRUCTURE, DOWNSTREAM

E EAST

(E) EXISTING

EA EACH

EF EACH FACE

EL ELEVATION, EARTHQUAKE LOAD

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE, EDGE OF SHOULDER

EST ESTIMATE

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

f`c COMPRESSIVE STRENGTH

FAB FABRICATION

FBW FLOATING BREAKWATER

FF FINISH FLOOR

FH FLAT HEAD, FIRE HYDRANT

FIG FIGURE

FIO FOR INFORMATION ONLY

FLR FLOOR

FRTW FIRE RETARDANT TREATED WOOD

FS FAR SIDE, FEDERAL SPECIFICATION

FT FOOT, FEET

FT³ CUBIC FOOT, CUBIC FEET

GA GAGE, GAUGE

GAL(S) GALLON(S)

GALV GALVANIZE(D), GALVANIZING

GOVT FEDERAL GOVERNMENT

H HIGH

HAS HEADED ANCHOR STUD

HCP HANDICAPPED

HMMA HOLLOW METAL DOOR MANUFACTURER'S

ASSOCIATION

HDG HOT-DIPPED GALVANIZED

HORIZ HORIZONTAL

HS HIGH-STRENGTH

HSB HIGH-STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HWY HIGHWAY

HYD HYDRANT

ID INSIDE DIAMETER

INT INTERIOR

IN-LB INCH-POUND

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IR INSIDE RADIUS

J-BOX JUNCTION BOX

JNT JOINT

JST JOIST

K-FT KIP-FEET

KIP 1,000 POUNDS

kN KILONEWTON(S)

L ANGLE, LONG

LB(S) POUND(S)

LF LINEAR FOOT, LINEAR FEET

LIW LOAD INDICATING WASHER(S)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LRG LARGE

LS LEFT SIDE

LSL(S) LONG-SLOTTED HOLE(S)

M STEEL SHAPE FROM THE MISCELLANEOUS SECTION

MATL MATERIAL

MAX MAXIMUM

MBR(S) MEMBERS(S)

MI MALLEABLE IRON

MILS THOUSANDTHS OF AN INCH

MIN MINIMUM

MISC MISCELLANEOUS

MIW MALLEABLE IRON WASHER

MPL MAX PAY LINE

MPa MEGAPASCAL(S)

MPH MILES PER HOUR

MSL MEAN SEA LEVEL

MT STRUCTURAL TEE FROM THE M SERIES SECTION

N NORTH

NE NORTHEAST

NEC NATIONAL ELECTRIC CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIBS NATIONAL INSTITUTE OF BUILDING SCIENCES

NIC NOT IN CONTRACT

No. NUMBER

NOM NOMINAL

NORM NORMAL

NPS NOMINAL PIPE SIZE

NS NEAR SIDE

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OVS OVERSIZED HOLES

PC POINT OF CURVE

PI PONT OF INTERSECTION

PJP PARTIAL JOINT PENETRATION

PL(S) PLATE(S)

PLF POUNDS PER LINEAR FOOT

PMF PROBABLE MAXIMUM FLOOD

PN PART NUMBER

PR PAIR

PROJ PROJECT

PROP PROPERTY

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVI PLAN VIEW IMAGING

QTY QUANTITY

R RADIUS

RBW RUBBLEMOUND BREAKWATER

RDD REQUIRED DREDGE DEPTH

REBAR REINFORCING STEEL BAR(S)

REF REFERENCE

RELAY USED RAILROAD RAIL

REINF REINFORCING, REINFORCEMENT, REINFORCED

REQD REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RO ROUGH OPENING

RP RADIUS POINT

RS RIGHT SIDE

S AMERICAN STANDARD STEEL SHAPE, SOUTH

SCHED SCHEDULE

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SECT SECTION

SGD SELECT GRAVEL DRAIN

SHT SHEET, SHAFT

SIM SIMILAR

SLH SHORT LEG HORIZONTAL

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SP SPACING, SPACED

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPI SEDIMENT PROFILE IMAGING

SQ SQUARE

SQ FT SQUARE FOOT, SQUARE FEET

SSL(S) SHORT-SLOTTED HOLE(S)

SSMH SANITARY SEWER MANHOLE

SST STAINLESS STEEL

ST STRUCTURAL TEE FROM THE S SERIES SECTION,

STAIR(S)

STD STANDARD, STANDARD-WEIGHT PIPE

STL STEEL

SW SOUTHWEST

SYM SYMBOL

SYMM SYMMETRICAL

SYS SYSTEM

T TOP

TBLT TIMBER BOLT

T&B TOP & BOTTOM

THK THICK(NESS)

THRU THROUGH

TOC TOP OF CONCRETE

TOW TOP OF WALL

TR TELEPHONE RISER

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UHMW-PE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE

US UPSTREAM

USACE U.S. ARMY CORPS OF ENGINEERS

VERT VERTICAL

W W SERIES SECTION, WEST, WIDE

W/ WITH

W/O WITHOUT

WL WORK LINE

WP WORK(ING) POINT

WT WEIGHT, STRUCTURAL TEE FROM W SERIES SECTION

WV WATER VALVE

WWF WELDED WIRE FABRIC

XS EXTRA-STRONG WEIGHT PIPE

XXS DOUBLE-EXTRA-STRONG WEIGHT PIPE

YD(S) YARD(S)

YD³ CUBIC YARD

G - GENERAL

V - SURVEY AND MAPPING

B - GEOTECHNICAL

C - CIVIL

S - STRUCTURAL

E - ELECTRICAL

X - EXHIBIT

DRAWING REVISION INDICATOR OR "REVISION TRIANGLE": THE NUMBER WITHIN THE TRIANGLE ENUMERATES THE NUMBER OF REVISIONS FOR THIS SHEET TO DATE. THE SUPERSCRIPT, IF PRESENT, ENUMERATES THE CHANGES TO THE SHEET BY THIS REVISION. NO SUPERSCRIPT MEANS ONLY ONE CHANGE BY THIS REVISION. THE REVISION TRIANGLE SHOWN HERE INDICATES THE 3rd REVISION

TO THE SHEET AND AT LEAST TWO CHANGES BY THIS REVISION. AMENDMENT NUMBERS ARE INDEPENDENT FROM REVISION NUMBERS.

EACH DRAWING CHANGE IS ENCLOSED IN A REVISION CLOUD FOR THE LATEST REVISION, A PRIMARY REVISION TRIANGLE IS PLACED NEXT TO THE CHANGE WITH CORRESPONDING SECONDARY

REVISION TRIANGLES PLACED DIRECTLY TO THE RIGHT AND DIRECTLY BELOW THE PRIMARY REVISION TRIANGLE, AS AN AID IN LOCATING CHANGES. NUMEROUS REVISION MAY REQUIRE SECONDARY

REVISION TRIANGLES TO BE PLACED ABOVE AND/OR TO THE LEFT OF THE PRIMARY REVISION TRIANGLE. ALL REVISION TRIANGLES ARE RETAINED ON THE SHEET FOR SUBSEQUENT REVISIONS, HOWEVER ONLY THE LATEST CHANGES ARE CLOUDED.

EXAMPLE TITLE BLOCK REVISION ANNOTATION SHOWN AT RIGHT.

ELEVATION CALLOUT, TEXT VARIES.

SOIL BORING

SURVEY MONUMENT

PIEZOMETER

SAME AS SHEET NUMBER, SUCH AS G-003. SHOWN AT THE LOWER RIGHT OF THE SHEET. (NOTE: NOT THE SAME AS THE SHEET COUNT, I.E. "SHEET 3 OF TBD")

DRAWING SHEET LOCATIONS ARE IDENTIFIED WITH GRID NUMBERS: A TO H FROM BOTTOM TO TOP ALONG THE LEFT EDGE; AND 1 TO 12 FROM LEFT TO RIGHT ALONG THE TOP EDGE. THUS, GRID A1

IS AT THE BOTTOM LEFT OF THE SHEET, AND GRID H12 IS AT THE TOP RIGHT. THE GRID No. OF A DRAWING AREA IS BASED ON THE LOCATION OF THE LOWER LEFT CORNER OF THE DRAWING AREA.

EL =

+522.00'

P

E1

S-501

E1

S-501

REF No.

SHEET No. WHERE SHOWN

GRID No.

GRID No. WHERE SHOWN

OBJECT REFERENCED

CUTTING PLANE LINE

VIEWING PLANE

ABBREVIATIONS (NOT ALL USED IN THESE DRAWINGS)

IDENTITY SYMBOL KEY

REF No. KEY

REFERENCE SYMBOL KEY

FULL SECTION

NOTE: SHEET REFERENCES ARE NOT REQD

TO BE THE SAME.

CUTTING PLANE LINE. MAY INCLUDE

BENDS. DOES NOT INCLUDE FLAG

VIEWING PLANE

PARTIAL SECTION

A10

S-501

OBJECT

REFERENCED

SHEET No. WHERE SHOWN

GRID No. WHERE SHOWN

F L

A G

DETAIL INDICATORS

SHEET No. WHERE

SHOWN

GRID No. WHERE

SHOWN

DETAIL BOUNDARY.

SHAPE SHOWN IS

SCHEMATIC ONLY.

AREA OF

DETAIL.

BOUNDARY

MAY NOT BE

SPECIFIED.

SHEET No.

WHERE SHOWN

GRID No.

WHERE

SHOWN

SEE GRID ## ON SHEET

##### FOR ADDITIONAL

INFORMATION.

TEXTUAL DETAIL

INDICATOR

SECTION AND DETAIL TITLES

A1 / S-102

LIST INDICATING WHERE SECTION

OR DETAIL IS REFERENCED

LOCATING GRID

No. ON SHEET

WHERE DRAWN

0 20'10'

TEXTUAL SCALE INDICATION,

MAY HAVE SEPARATE HORIZ

AND VERT SCALES

GRAPHICAL SCALE,

NOT APPLICABLE IF

DRAWING IS NTS

SECTION OR DETAIL TITLE,

MAY "WORD-WRAP" IF

NECESSARY AS SHOWN

CAST-IN-PLACE CONCRETE (AR-CONC,

ANNOTATIVE, SCALE = 0.1)

PRECAST CONCRETE (AR-SAND,

ANNOTATIVE, SCALE = 0.05)

COMPACTED FILL (EARTH,

ANNOTATIVE, SCALE = 1.0)

EXISTING SOIL (EARTH, ANGLE = 45°,

ANNOTATIVE, SCALE = 1.0)

GRAVEL (GRAVEL, ANNOTATIVE, SCALE

= 0.2)

BEDDING MATERIAL (AR-HBONE,

ANNOTATIVE, SCALE = 0.05)

RIPRAP (GRAVEL, ANNOTATIVE, SCALE

= 0.5)

ROCK (AR-PARQ1, ANNOTATIVE, SCALE

= 0.025)

ACTIONSYM DATE

DESCRIPTION

APPD

05 JUL

AM#3

(1) DESCRIPTION OF FIRST CHANGE

RCT

05 JUL

AM#3

(2) DESCRIPTION OF SECOND CHANGE

RCT

08 AUG

AM#5 DESCRIPTION OF CHANGE RCT

08 AUG

AM#7

(1) DESCRIPTION OF FIRST CHANGE

RCT

08 AUG

AM#7

(2) DESCRIPTION OF SECOND CHANGE

RCT

NORTH ARROW

KEY

MATERIAL SYMBOL KEY

NOT USED

NOT USED

S-101

A10

S-101

A10

A10 / S-101

A1 / C-101

SCALE: 1" = 10'

LOW POINT

DRAIN SITE PLAN

A1

D R

A W

I N

G

F I L

E

D W

G

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C A

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REFERENCE

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US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

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W J o b s C

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A D

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G d w g l a s t s a v e d o n

P

M w a s p l o t t e d b y

T e d r i c k

R o b e r

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SIXTEENTH LINES (16THLN)

ACID WASTE PIPING (ACIDWS)

BOILER BLOWDOWN PIPING (BOILBD)

BRINE SYSTEM RETURN PIPING (BRINER)

BRINE SYSTEM SUPPLY PIPING (BRINES)

BUSWAYS (BUSWAY)

CABLE TV SYSTEM EQUIPMENT (CABLTV)

CLOSED-CIRCUIT TV SYSTEM EQUIPMENT (CCTV)

CONDENSATE PIPING (CDRNAF)

COLD WATER PIPING (CLDWTR)

COMPRESSED AIR PIPING (CMPAIR)

OVERHEAD COMMUNICATIONS/TELEPHONE LINES (COMARN)

EXISTING OVERHEAD COMMUNICATIONS/TELEPHONE LINES (COMARX)

UNDERGROUND COMMUNICATIONS/TELEPHONE LINES (COMUGN)

EXISTING UNDERGROUND COMM/TELEPHONE LINES (COMUGX)

CONDENSATE WATER RETURN PIPING (CONDWR)

CONDENSATE WATER SUPPLY PIPING (CONDWS)

PROPERTY EASEMENTS (CONEMT)

CONSTRUCTION LIMITS/CONTROL, STAGING AREA (CONLMT)

CULVERTS (CULVRT)

CHILLED WATER RETURN PIPING (CWR)

CHILLED WATER SUPPLY PIPING (CWS)

BOTTOM OF DITCH OR WASH (DITCH)

DUAL TEMPERATURE SYSTEM RETURN PIPING (DTR)

DUAL TEMPERATURE SYSTEM SUPPLY PIPING (DTS)

PRIMARY OVERHEAD ELECTRICAL UTILITY LINES (EPARN)

EXISTING PRIMARY OVERHEAD ELECTRICAL UTILITY LINES (EPARX)

UNDERGROUND PRIMARY ELECTRIC UTILITY LINES (EPUGN)

EXISTING UNDERGROUND PRIMARY ELECTRIC UTILITY LINES (EPUGX)

SECONDARY OVERHEAD ELECTRIC UTILITY LINES (ESARN)

EXISTING SECONDARY OVERHEAD ELECTRIC UTILITY LINES (ESARX)

UNDERGROUND SECONDARY ELECTRIC UTILITY LINES (ESUGN)

(E) UNDERGROUND SECONDARY ELECTRIC UTILITY LINES (ESUGX)

UNDERGROUND DUCTBANKS (EUDUCN)

EXISTING UNDERGROUND DUCTBANKS (EUDUCX)

FENCES AND HANDRAILS (FENCE)

FIBER OPTICS CABLES (FIBOPT)

FIRE PROTECTION WATER LINES (FIRE)

FUEL SYSTEMS RETURN OIL PIPING (FUELOR)

FUEL SYSTEMS SUPPLY OIL PIPING (FUELOS)

FUEL SYSTEM OIL VENT PIPING (FUELOV)

GLYCOL HEATING SYSTEM RETURN PIPING (GHR)

GLYCOL HEATING SYSTEM SUPPLY PIPING (GHS)

GUARD RAILS (GUARD)

LABORATORY GAS HELIUM PIPING (HELIUM)

HOT WATER HEATING SYSTEM RETURN PIPING (HTHWR)

HOT WATER HEATING SYSTEM SUPPLY PIPING (HTHWS)

DOMESTIC WATER SYSTEM HOT WATER PIPING (HWTR)

LABORATORY GAS HYDROGEN PIPING (HYDRGN)

WALL INSULATION (INBATT, LTSCALE = 0.25)

INDUSTRIAL WATER/ACID/ALKALINE/OIL WASTE PIPING (IWASTE)

LAWN IRRIGATION SYSTEM PIPING (LAWNSP)

LABORATORY GAS PIPING (LGAS)

LIQUID PETROLEUM GAS PIPING (LIQPET)

MEDICAL/DENTAL NITROUS OXIDE GAS PIPING (NITOXI)

LABORATORY/MEDICAL/DENTAL NITROGEN PIPING (NITROG)

NON-POTABLE WATER PIPING (NONPOT)

NATURAL GAS PIPING (NTGASN)

EXISTING NATURAL GAS PIPING (NTGASX)

LABORATORY/MEDICAL/DENTAL OXYGEN GAS PIPING (OXYGEN)

PROPERTY LINES, EXISTING RECORDED PLATS (PROPL)

RAILROAD TRACKS (RAILRD, LTSCALE = 0.25)

REFRIGERATION SYSTEM DISCHARGE PIPING (REFRD)

REFRIGERATION SYSTEM LIQUID, SUPPLY PIPING (REFRL)

REFRIGERATION SYSTEM SUCTION, RETURN PIPING (REFRS)

ROOF DRAINS (ROOFDN)

SILT FENCE (SILT)

FIRE PROTECTION SPRINKLER PIPING (SPRINK)

SUPER SILT FENCE (SSILT)

SANITARY SEWER PIPING (SSWAF)

EXISTING SANITARY SEWER PIPING (SSWAFX)

HIGH PRESSURE STEAM PIPING (STEAMH)

LOW PRESSURE STEAM PIPING (STEAML)

MEDIUM PRESSURE STEAM PIPING (STEAMM)

ABOVE FLOOR/GRADE STORM SEWER PIPING (STRAF)

EXISTING ABOVE FLOOR/GRADE STORM SEWER PIPING (STRAFX)

BELOW FLOOR/GRADE STORM SEWER PIPING (STRMBF)

EXISTING BELOW FLOOR/GRADE STORM SEWER PIPING (STRMBFX)

EDGE OF TREES AND VEGETATION (TREEL)

MEDICAL/DENTAL VACUUM GAS PIPING (VACAIR)

SANITARY SEWER VENT PIPING (VENT)

DOMESTIC WATER MAIN PIPING (WATERL)

EXISTING DOMESTIC WATER MAIN PIPING (WATERX)

CABLE TRAYS AND WIREWAYS (WIREWY)

(E) 1' CONTOUR (COLOR 253 = 30% SCREEN, LINEWEIGHT = 0.25mm)

(E) 5' CONTOUR (COLOR 253 = 30% SCREEN, LINEWEIGHT = 0.50mm)

POST CONSTRUCTION 1' CONTOUR (LINEWEIGHT = 0.25mm)

POST CONSTRUCTION 5' CONTOUR (LIINEWEIGHT = 0.50mm)

LINE SYMBOL KEY (NOT ALL USED IN THESE DRAWINGS)

ACID ACID

BBD BBD

BR BR

B B

B B B B B B B B B B

CATV CATV

CCTV CCTV

CD CD

C C

C x

C x

C C

C x

C x

CR CR

C C

CWR CWR

CWS CWS

DTR DTR

DTS DTS

E E

E x

E x

E E

E x

E x

ES ES

ES

x

ES

x

ES ES

ES

x

ES

x

X X

FO FO

FOR FOR

FOS FOS

FOV FOV

GHR GHR

GHS GHS

HE HE

HTWR HTWR

HTWS HTWS

H H

LS LS

LGAS LGAS

NO NO

N N

G G

G x

G x

O O

PL PL

RD RD

RL RL

RS RS

RD RD

SF SF

S S

SSF SSF

SS SS

SS

x

SS

x

HPS HPS

LPS LPS

MPS MPS

SD SD

SD

x

SD

x

SD SD

SD

x

SD

x

VAC VAC

W W

W x

W x

W W W W W W W W W W

A A

C/E C/E

CP CP

X X X X

F F

INW INW

LPG LPG

NPW NPW

BOTTOM OF WALL (iMCD-BOW)

BOW

SELECT GRAVEL DRAIN (iMCD-SELECT GRAVEL DRAIN)

SGD

TOP OF WALL (TOW)TOW TOW TOW

DAM CREST (iMCD-CREST)

CREST

1. SCOPE OF WORK: THIS PROJECT CONSISTS OF INSTALLING A SOIL-BENTONITE (S-B) AND CEMENT BARRIER WALL ALONG THE CREST

OF MOOSE CREEK DAM FROM STATION (STA) 240+00 TO THE NORTH END OF THE PROJECT AS SHOWN ON THESE DRAWINGS. AT THE

LOW POINT DRAIN AND CONTROL WORKS THE S-B AND CEMENT BARRIER WALL WILL BE INTERRUPTED WITH SHEET PILE AND

CONCRETE, WHICH WILL BE USED TO ACHIEVE A CONTINUOUS BARRIER STRUCTURE.

2. STAGING AREA: SEE CIVIL DRAWINGS FOR CONTRACTOR STAGING/LAYDOWN AREAS.

3. PHOTO SHEETS: PHOTO SHEETS ARE PROVIDED FOR INFORMATION ONLY.

4. EXISTING FACILITIES: THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO AVOID ANY DISTURBANCE TO THE

EXISTING FACILITIES. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL PERFORM A PRE-CONDITION WALK THROUGH

WITH THE GOVERNMENT REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE PROJECT AREA TO ITS

ORIGINAL CONDITION AT HIS OWN EXPENSE UPON COMPLETION OF THE PROJECT.

5. VERTICAL DATUM: CONTRACT DRAWINGS USE ELEVATIONS RELATIVE TO NAVD88. EXHIBIT DRAWINGS USE NGVD29 FOR ELEVATION.

ADD 5.06 FEET TO CONVERT FROM NGVD29 TO NAVD88.

GENERAL NOTES

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VERIFY SCALES: BAR IS ONE INCH

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Geotechnical and Materials

CORPS OF ENGINEERS

ALASKA DISTRICT

SHEET B-1

UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART (modified from ASTM D2487)

M

O R

E

P

A S

S E

S

T H

E

N

O

S

I E

V E

M O

A

N

T

A I N

E D

S

I E

V E

F I N

E

G

R A

I N

I L S

C O

A R

A

I N

I L S

Well-graded gravels, gravel-sand mixtures, little or no fines

GW

CLEAN

GRAVELS

GRAVEL AND

GRAVELLY

SOILS

Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays

Well-graded sands, gravelly sands, little or no fines

Peat humus, swamp soils with high organic content

Organic clays of high plasticity, fat clays

Inorganic clays of high plasticity, fat clays

Inorganic silts, macaceous or dimaceous fine sandy or silty soils, elastic silt

Organic silts and organic silty clays of low plasticity

Inorganic silts, very fine sands, rock flour, silty/clayey fine sands or clayey silts of slight plasticity

Clayey sands, sand-clay mixtures

Silty sands, sand-silt mixtures

Poorly graded sands, gravelly sands, little or no fines

Clayey gravels, gravel-sand-clay mixtures

Silty gravels, gravel-sand-silt mixtures

Poorly graded gravels, gravel-sand mixtures, little or no fines

SILTS AND CLAYS

HIGHLY ORGANIC SOILS

PT

OH

CH

MH

OL

>12% FINES

>12% FINES

<5% FINES

<5% FINES

SANDS WITH

FINES

CLEAN

SANDS

GRAVELS

WITH FINES

SAND AND

SANDY

SOILS

> 50% OF COARSE

FRACTION PASSING

NO. 4 SIEVE

> 50% OF COARSE

FRACTION

RETAINED ON NO. 4

SIEVE

CL

ML

SC

SM

SP

SW

GC

GM

GP

DESCRIPTIONS

MAJOR DIVISIONS SYMBOLS

LEGEND TO EXPLORATION LOGS

LIQUID LIMIT <50

SILTS AND CLAYS

LIQUID LIMIT ≥50

I f s o i l c o n t a i n s s a n d a d d w i t h s a n d

I f s o i l c o n t a i n s g r a v e l a d d w i t h g r a v e l

I f s o i l c o n t a i n s c o a r s e g r a i n e d s o i l f r o m a d d w i t h s a n d o r w i t h g r a v e l f o r w h i c h e v e r t y p e i s p r o m i n e n t o r f o r a d d s a n d y o r g r a v e l l y

P L A

S T

I C

I T

Y

C

H A

R T

C u

≥ 4 AND 1 ≤ C

c

≤ 3

C u

< 4 AND/OR [C

c

< 1 OR C

c

> 3]

FINES CLASSIFY AS ML OR MH

FINES CLASSIFY AS CL OR CH

C u

≥ 6 AND 1 ≤ C

c

≤ 3

C u

< 6 AND/OR [C

c

< 1 OR C

c

> 3]

FINES CLASSIFY AS ML OR MH

FINES CLASSIFY AS CL OR CH

SAMPLER ABBREVIATIONS/SYMBOLS

AUGER

CORE

GRAB

LPT

NR

DP

SPT

UNDIST

VANE

Auger Cuttings

Rock Core

Grab Sample

Large Penetration Test

No Recovery

Direct Push

Standard Penetration Test

(ASTM D 1586)

Undisturbed Sample

Vane Shear

FROST DESIGN SOIL CLASSIFICATION

(UFC 3-250-01FA, TABLE 18-2)

F1

F2

F3

F4

NFS

PFS

S1

S2

Gravelly Soils

Gravelly Soils, Sands

Gravelly Soils, Sands, Except Very Fine Silt

Sands

All Silts, Very Fine Silty Sands, Clays, PI >12, Varved Clays and Other Fine-Grained

Banded Sediments

Non-Frost-Susceptible

Possibly Frost Susceptible

Gravelly Soils

Sandy Soils

GROUP

TYPICAL SOILS

DESCRIPTION OF

FROZEN SOILS (ASTM D4083)

ICE NOT VISIBLE

Nf

Nbn

Nbe

Vx

Vc

Vr

Vs

Poorly Bonded or Friable

Well Bonded, No Excess Ice

Well Bonded, Excess Ice

Crystals

Ice Coatings or Particles

Ice Formations

Stratified or Distinctly Oriented Ice Formations

GROUP DESCRIPTION

VISIBLE ICE, < 1 IN. THICK

VISIBLE ICE, > 1 IN. THICK

Ice

Ice without Soil Inclusions

Ice + Soil

Ice with Soil Inclusions

COMPONENT DEFINITIONS BY GRADATION

COMPONENT

BOULDERS

COBBLES

GRAVEL

COARSE GRAVEL

FINES GRAVEL

SAND

COARSE SAND

MEDIUM SAND

FINE SAND

SILT & CLAY (FINES)

> 12 IN. (300 MM)

12 IN. (300 MM) to 3 IN. (75 MM)

3 IN. (75 MM) to #4 SIEVE (4.76 MM)

SIZE RANGE

3 IN. (75 MM) to 3/4 IN. (18.75 MM)

3/4 IN. to #4 SIEVE (4.76 MM)

#4 (4.76 MM) to #200 (0.074 MM)

#4 (4.76 MM) to #10 (2.0 MM)

#10 (2.0 MM) to #40 (0.42 MM)

#40 (0.42 MM) to #200 (0.074 MM)

< #200 (0.074 MM)

OTHER MATERIAL SYMBOLS

ASPHALT PAVEMENT

BASALT

BEDROCK

PORTLAND CEMENT

CONCRETE

COBBLES/BOULDERS

NOTES:

1: Coefficient of uniformity : C u

= D

/D

2: Coefficient of curvature: C c

= [(D

] / (D x D

3: D

(x%) is soil particle diameter where x% is % finer.

4: Gravels or sands with 5% to 12% fines require dual symbols (GW-GM, GW-GC, GP-GM, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC) and add "with clay" or "with silt" to group name. If fines classify as CL-ML for GM or SM, use dual symbol GC-GM or SC-SM.

Dry

Moist

Wet

Absence of moisture, dusty, dry to the touch

Damp, but no visible water

Visible free water, usually soil is below water table

CRITERIA FOR DESCRIBING

MOISTURE CONDITION (ASTM D2488)

PRIMARILY ORGANIC MATTER, DARK IN COLOR, AND ORGANIC ODOR

TEST BORING NOTES:

1: The number of blows required to drive each six-inch increment is recorded on the exploration logs. The reported blow count is an indication of the relative density or consistency of the soil. It should be noted that blow counts obtained in frozen soils do not represent the penetration of those same soils in a thawed state.

2: Soil classifications and descriptions reported on the exploration logs are in accordance with ASTM D

2488, Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) and ASTM

D 2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification

System).

3: The soil classifications and descriptions contained on the exploration logs are the project engineer's interpretation of the field logs and results of the laboratory testing program. The stratification lines shown on the exploration logs represent approximate boundaries between soil types. The actual transitions are often gradual or not discernable by drill action.

TEST BORING NOTES

NOTES TO UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART

Hole Number, Field: Permanent: Operator:

Location:

Northing:

Easting:

Drilling Agency:

Project:

Page:

Date:

Datum:

Top of Hole:

Elevation:

Inspector:

Total Depth:

Depth Drilled:Depth to Groundwater:

Type of Equipment: Type of Samples:

Size and Type of Bit:

Split Spoon ID.:Hammer Weight:

Classification:

ASTM D2487 or 2488

Description and Remarks:

Type of Hole:

Other:

Test Pit: Auger Hole: Monitoring Well: Piezometer: Field:

Color, Moisture, Shape, Max Size, Fines (<200 sieve), Percent: Gravel, Sand, and Fines.

Change in Density:

Ground Water Field Measured

Soil Classification:

W a t e r

P p p m

S y m b o l

S a m p l p e

N V a l u e

B l o w

C o u n t

F r o s t

C l a s s u f c f a

A S

F r o z e n

S a m p l e

R e c o v e r y

L i t h o l o g y

D e p h f t

Color, Moisture, Shape, Max Size, Fines (<200 sieve), Percent: Gravel, Sand, and Fines.

Soil Classification:

Color, Moisture, Shape, Max Size, Fines (<200 sieve), Percent: Gravel, Sand, and Fines.

Soil Classification:

Change in material density

Change in material composition

Material Recovered in Sample

ALASKA DISTRICT

CORPS OF ENGINEERS

ENGINEERING SERVICES

Geotechnical and Materials Section

EXPLORATION LOG

Project: Hole Number:

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REFERENCE

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SHEET OF

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US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

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A J E

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P O

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CONTRACTOR'S

STAGING/LAYDOWN AREA

BORROW AREA 1,

SEE

BORROW AREA

3, SEE

CONTRACTOR'S

STAGING/LAYDOWN AREA,

SEE

C-110

C-111

CONTROL

WORKS

LOW POINT

DRAIN

DISPOSAL

ACCESS ROAD

ORGANICS

DISPOSAL AREA

CHENA

LAKES

BORROW AREA 2,

SEE

C-111

C-110

C-111

R

I C

H

A

R

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A

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D

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A

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N

A

D

SALVAGED TREE

STORAGE

BARRIER WALL

EXCESS MATERIAL

STOCKPILE

APPROX. 2 ACRES

USACE OFFICE FOR CHENA

RIVER LAKES FLOOD

CONTROL PROJECT

CHENA LAKES, LAKE

PARK CAMPGROUND

CHENA LAKES,

RIVER PARK

CAMPGROUND

CHENA LAKES,

LAKE PARK

G

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LIN

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GRAVEL BIKE

PATH

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VERIFY SCALES: BAR IS ONE INCH

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NOT FOR CONSTRUCTION

TBD

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SCALE: 1" = 1200'

OVERALL SITE PLAN

A1

0 2400'1200'

NOTES:

1. SEE CS120 FOR LAYOUT

2. 6 INCH OR GREATER TREES TO BE

SALVAGED, SEE SPEC

HAUL ROUTE

HAUL ROAD

BARRIER WALL EXCESS MATERIAL STOCKPILE

APPROX. 2 ACRES

USACE OFFICE FOR CHENA RIVER

LAKES FLOOD CONTROL PROJECT

UNMANNED

TOLL BOOTH

RV DUMP

STATION

N: 3933611

E: 1449445

N: 3933603

E: 1449711

N: 3933958

E: 1449721

N: 3933965

E: 1449454

X

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D r a w i n g

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N P u b l i c E n g i n e e r U

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SCALE: 1" = 100'

WALL EXCESS MATERIAL STOCKPILE

A1

ACCESS ROAD

BORROW AREA 1

CONTRACTOR'S STAGING/

LAYDOWN AREA

N 3,942,000

E

E

E

E

E

E

E

N 3,942,000

E

N 3,941,000 N 3,941,000

N 3,940,000N 3,940,000

N 3,939,000 N 3,939,000

N 3,938,000

E

E

E

E

E

E

E

N 3,938,000

E

INSTALL

CULVERTS FOR

ACCESS ROAD

BORROW AREA 2

N: 3939998

E: 1450739

N: 3938738

E: 1450740

N: 3938467

E: 1450909

N: 3938467

E: 1451857

N: 3938795

E: 1452061

N: 3939749

E: 1452061

MAINTAIN 50'

BUFFER OF

TREES

BIKE PATH

GRAVEL

BIKE PATH

GRAVEL

BIKE PATH

GRAVEL

FOUNDATION CAN DUMP

BERM

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500'0 250'

SOUTH BORROW & STAGING

A1

SCALE: 1" = 250'

N 3,954,000

ACCESS ROAD

BORROW AREA 4

NOTES:

1. CONTRACTOR'S STAGING/LAYDOWN AREA SHALL BE

WITHIN THE BORROW AREA.

2. ORGANICS TO BE STORED WITHIN BORROW AREA.

N 3,951,000 N 3,951,000

N 3,952,000 N 3,952,000

N 3,953,000 N 3,953,000

N 3,954,000

E

E

E

E

E

N 3,954,000

E

N 3,950,000

E

E

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N 3,950,000

E

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INSTALL

CULVERTS FOR

ACCESS ROAD

N: 3952912

E: 1457393

N: 3952509

E: 1457340

N: 3952008

E: 1457479

N: 3951848

E: 1457567

N: 3951638

E: 1457913

N: 3951468

E: 1457929

N: 3951384

E: 1458782

N: 3952054

E: 1458793

N: 3952374

E: 1458833

N: 3952094

E: 1458735

ACCESS ROAD

DITCH

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NUMBER:

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NORTH BORROW & STAGING

A1

SCALE: 1" = 250'

C-206

C-207

C-208

C-209

C-210

C-211

C-212

N37° 18' 29.10"E

5179.59'

N15° 34' 22.92"E

2748.31'

N15° 34' 26.06"E

2727.86'

N28° 11' 12.18"E

2840.62'

N28° 11' 04.76"E

2797.96'

N28° 11' 12.93"E

1168.63'

N28° 11' 05.40"E

4033.45'

N28° 11' 03.48"E

4008.67'

L=2172.263

Δ=21.7350

R=5726.304

L=630.030

Δ=12.6045

R=2863.893

STATION: 261+78.64

NORTHING=3932544.90

EASTING=1450791.07

CHENA LAKES

CHENA RIVER

CHENA RIVER

H

SURVEY CONTROL NOTES

HORIZONTAL CONTROL

Coordinates are NAD83(2007.00) Alaska State Plane Coordinates, Zone 3, in US Feet.

The Basis of Coordinates is the NAD83(2007.00) ASPC Zone 3 position of NGS Primary Airport Control

Station "FAI A", (PID DF3640) as retrieved from the NGS database on July 1, 2008, a 3-1/4" brass cap pipe monument, having coordinates of N=3956198.10967, E=1351803.19115 US Feet.

Other horizontal positions shown hereon were determined by differential static GPS observations using Leica dual frequency receivers during the period of July 2008 and May 2010.

SCALE FACTOR

The Project Combined Scale Factor is 0.99991512162. To convert ground distances to Alaska State Plane

Zone 3 (ASPCZ3) grid distances, multiply by a combined scale factor of 0.99991512162. To convert ASPZ3 grid distances to ground distances, multiply by a combined scale factor of 100000000000/99991512162.

VERTICAL CONTROL

Elevations are NAVD88 in US Feet. The Basis of Elevations are USC&GS Bench Mark "G 121", (PID

TT2770), a 3-3/4" brass cap on stainless steel rod monument, having a value of 499.66 US Feet and USEO

Bench Mark "DIKE 23 USE" (PID TT2766), a brass cap having a value of 490.90 US Feet; as retrieved from the NGS database on July 1, 2008.

UTILITY NOTES

The utilities shown have been located by field survey methods. The surveyor makes no guarantees that the utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated if marked by others. He does certify that they are located as accurately as possible from information available.

A title search was not performed and there was no attempt to locate easements of record.

HISTORICAL UTILITY ASBUILT DRAWINGS AND OTHER INFORMATION MAY NOT RELATE TO THE

HORIZONTAL AND VERTICAL DATUM FOR THIS PROJECT. USE HISTORICAL INFORMATION WITH

CAUTION!

CAUTION!

SURVEY CONTROL POINTS

NAME NORTHING EASTING ELEVATION DESCRIPTION

L-2 3,917,777.55 1,436,628.18 519.59 Aluminum Mon

L-1 3,919,276.51 1,438,896.34 524.56 Aluminum Mon

PC STA 112+13.17 3,920,927.56 1,441,394.27 525.87 Aluminum Mon

PI-1 3,921,213.21 1,441,826.60 517.42 Aluminum Mon

PT STA 122+43.17 3,921,603.81 1,442,167.09 526.31 Aluminum Mon

PC STA 155+11.41 3,924,067.60 1,444,315.63 529.36 Aluminum Mon

PI 1-1A 3,924,210.29 1,444,440.10 528.81 Aluminum Mon

PT STA 158+89.91 3,924,360.86 1,444,554.85 529.18 Aluminum Mon

STA 210+00.00 3,928,425.12 1,447,651.72 530.04 Aluminum Mon

PC STA 261+78.64 3,932,544.90 1,450,791.07 530.35 Aluminum Mon

PI-2 3,933,419.28 1,451,457.94 500.18 Aluminum Mon

PT STA 283+51.42 3,934,478.75 1,451,752.64 530.13 Aluminum Mon

STA 311+00.00 3,937,126.17 1,452,490.47 530.51 Aluminum Mon

PC STA 338+28.11 3,939,753.88 1,453,222.85 531.46 Aluminum Mon

PI-3 3,940,058.81 1,453,307.80 526.74 Aluminum Mon

PT STA 344+58.70 3,940,337.84 1,453,457.26 531.42 Aluminum Mon

STA 373+00.00 3,942,841.96 1,454,799.21 532.17 Aluminum Mon

POT STA 400+97.57 3,945,308.17 1,456,120.73 531.35 Aluminum Mon

POT STA 412+66.30 3,946,338.21 1,456,672.73 532.44 Aluminum Mon

POT STA 453+00.12 3,949,893.41 1,458,577.80 533.49 Aluminum Mon

493+09.1 3,953,426.78 1,460,471.13 565.5 Aluminum Mon

G 121 3,924,670.5 1,432,532.0 499.66 SBC

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NUMBER:

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VERIFY SCALES: BAR IS ONE INCH

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08/2020 PUB

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NOT FOR CONSTRUCTION

TBD

D r a w i n g

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C-120

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SCALE: 1" = 1000'

SITE LAYOUT AND CONTROL

A1

0 2000'1000'

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