A.03.09 - Plans and Drawings.pdf

PDF 5 MB Posted Aug 5, 2022

Attached to: HC Sewer Lagoon Federal contract opportunity
Solicitation number: W912DQ22B1023
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

About this file

Written by GovTribe AI · Dec 28, 2023

This set of construction drawings and specifications outlines requirements for a new wastewater lagoon system to serve Harlan County Lake facilities in Nebraska. Key elements include construction of two new wastewater lagoon cells with a total area of approximately 263,000 square feet, installation of over 3,000 linear feet of gravity sewer and force main piping, a new duplex grinder pump station, site grading, fencing, erosion control measures and seeding. The project will be awarded on a firm-fixed price basis. The solicitation number is W912DQ22B1023 and the contracting agency is the U.S. Army Corps of Engineers.

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Other files for this federal contract opportunity

Other files attached to HC Sewer Lagoon, newest first.
File	Type	Posted
C.04.01 - Abstract of Offers Final.pdf	PDF	Sep 8, 2022
B.08.03 - Solicitation Amendment 1.pdf	PDF	Sep 6, 2022
B.07.01 - Site Visit Sign In Sheet 081122.pdf	PDF	Aug 12, 2022
B.07.01 - Site Visit Sign In Sheet.pdf	PDF	Aug 12, 2022
B.08.02 - Solicitation W912DQ22B1023 SPECS RTA.pdf	PDF	Aug 5, 2022

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

KANSAS CITY DISTRICT

XXXXXX-XX-X-XXXX

JULY 7, 2022

W912DQ-22-B-1023

USACE HARLAN COUNTY LAKE SEWER

LAGOON IMPROVEMENTS

PROJECT NUMBER: 020-2578

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

S C

C T

N U

R : 0

-2

O O

C E

C O

U N

D D

PROJECT LOCATION

REPUBLICAN CITY

US HWY 136

HARLAN COUNTY LAKE

GI001

C O

S H

SHEET INDEX

NUMBER TITLE

GI001 COVER SHEET

GI002 LEGEND & ABBREVIATIONS

GI003 GENERAL NOTES

VC101 SURVEY CONTROL AND ALIGNMENT DATA

GR101 ON-SITE ACCESS PLAN

CD101 EXISTING LAGOON DECOMMISSIONING PLAN

CS101 LAGOON SITE & PIPING PLAN

CG101 LAGOON GRADING PLAN

CG301 - CG302 LAGOON CROSS SECTION

CP101 LAGOON ACCESS ROAD

CU101 - CU106 SANITARY SEWER PLAN & PROFILE

CU501 LIFT STATION PLAN VIEW

CU502 LIFT STATION PROFILE VIEW

CU503 - CU506 DETAILS

GC101 - GC104 EROSION CONTROL PLAN

GC501 EROSION CONTROL DETAILS

ES501 ELECTRICAL PLANS, DETAILS, AND LEGEND

I, DOUGLAS W. LOUDON, AM THE

COORDINATING PROFESSIONAL FOR

THE HARLAN COUNTY LAKE SEWER

LAGOON IMPROVEMENTS PROJECT.

7/7/2022

ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

Ni NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPS OPERATIONS

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

POL POLISHED

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

S C

C T

N U

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-2

O O

C E

C O

U N

D D

GI002

SUNDERGROUND ELECTRIC

TELEPHONE LINE

FIRE HYDRANT

POWER POLE

VALVE

MANHOLE

GUY

STREET LIGHT

BUSH

TREE

BUSH

SIGN

CULVERT

STUMP

GAS METER

CURB STOP

POST

SEWER CLEAN OUT

STREET LIGHT/POWER POLE

PROPERTY LINE/R.O.W.

PROPERTY CORNER

TELEPHONE RISER BOX

ELECTRICAL METER

WOODEN/PLASTIC FENCE

CHAIN LINK FENCE

LIMITS OF DISTURBANCE

OVERHEAD ELECTRIC

SEWER LINE

STORM SEWER

WATER LINE

GAS LINE

EASEMENT LINE

CROP LINE

BARBED WIRE FENCE x

FORCE MAIN

EXISTING GRADE CONTOUR

PROPOSED GRADE CONTOUR

-X

X- X-

-X

X- X-

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

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U N

D D

GI003

N O

GENERAL NOTES:

1. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. NOT ALL LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF EXISTING UNDERGROUND POWER, TELEPHONE, OR FIBER OPTIC CABLE, DUCTWAYS, SPRINKLER SYSTEMS, SEPTIC SYSTEMS, AND WATER, GAS, AND SEWER SERVICE LINES ARE INDICATED. OTHER UTILITIES AND STRUCTURES MAY BE PRESENT.

2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING DEPTH OF ALL UTILITIES. NO EXCAVATION WILL BE PERMITTED UNTIL ALL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBLE DAMAGE TO THE UTILITY FACILITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES.

3. CONTRACTOR SHALL AVOID PLACING EXCESSIVE AMOUNTS OF EXCAVATED OR EMBEDMENT MATERIALS ABOVE OTHER EXISTING PIPELINES IN ORDER TO AVOID DAMAGING THESE

FACILITIES.

4. THE LOCATIONS OF AERIAL AND UNDERGROUND UTILITY FACILITIES HAVE BEEN LOCATED BASED UPON THE AVAILABLE INFORMATION. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT, SHALL BE LOCATED AND FLAGGED BY THE UTILITY COMPANIES AT THE REQUEST OF THE CONTRACTOR. PRIOR TO START OF CONSTRUCTION ACTIVITY, CONTRACTOR TO CONTACT THE

DIGGERS HOT LINE OF NEBRASKA FOR UTILITY LOCATION BY DIALING 811.

5. NOTIFICATION OF UTILITIES AND OTHER AGENCIES SHALL BE SPECIFIED IN THE CONTRACT DOCUMENTS. THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) SHALL BE COORDINATED WITH THE OWNER OF EACH UTILITY BEFORE CONSTRUCTION IS STARTED.

6. SPECIAL CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR BARRICADES, AND SPECIAL SURFACE RESTORATION REQUIREMENTS AT CERTAIN LOCATIONS MAY BE INDICATED ON THE DRAWINGS TO BRING CONTRACTORS ATTENTION TO SENSITIVE AREAS. THE CONTRACTOR SHALL PROVIDE APPROPRIATE MEASURES OF PROTECTION AND RESTORATION AT LOCATIONS AS REQUIRED BY HIS CONSTRUCTION OPERATIONS, AND AS DIRECTED BY THE ENGINEER.

7. BEFORE EXCAVATING, CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS (SUE QL-A) TO LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY BECAUSE OF ACTUAL LOCATIONS OF EXISTING FACILITIES.

8. THE EXISTING TOPSOIL AT ALL AREAS WHICH IS TO BE DISTURBED DURING CONSTRUCTION SHALL BE STRIPPED AT A DEPTH OF 6 INCHES PRIOR TO EXCAVATION AND STOCKPILED. THE STOCKPILED TOPSOIL SHALL BE SPREAD OVER ALL AREAS WHICH ARE SCHEDULED TO BE SEEDED.

9. ALL BARRICADES, WARNING SIGNS, LIGHTS, DEVICES, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS SHALL CONFORM TO THE 2009 MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD) AS CURRENTLY AMENDED.

10. CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL ON ANY PRIVATE PROPERTY WITHOUT PRIOR WRITTEN AGREEMENT WITH THE PROPERTY OWNER. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN AREAS WITHOUT WRITTEN PERMISSION, HE SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL, AND HE SHALL MOVE THE MATERIAL AT HIS OWN

COST IF THE OWNER SO DIRECTS.

11. FENCES, SIGNS, OR OTHER IMPROVEMENTS REQUIRED TO BE DISTURBED OR REMOVED TO PERMIT CONSTRUCTION SHALL BE RESTORED OR REPLACED IN THE SAME LOCATION AND IN A CONDITION AS GOOD AS OR BETTER THAN THAT IN WHICH THEY WERE FOUND. NO COMPENSATION SHALL BE GIVEN TO THE CONTRACTOR FOR REMOVAL AND REPLACEMENT OF FENCES, SIGNS, OR OTHER IMPROVEMENTS ON PRIVATE PROPERTY. THIS WORK SHALL BE CONSIDERED A SUBSIDIARY OBLIGATION OF THE CONTRACTOR.

12. ALL PAVEMENT TO BE REMOVED (ASPHALT OR CONCRETE) SHALL BE SAW CUT OR REMOVED TO THE NEAREST JOINT.

13. BRACE ALL UTILITY POLES AS REQUIRED TO MAINTAIN STABILITY OF THE POLES DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE BRACING OR RELOCATION OF POLES WITH THE

UTILITY COMPANY.

14. BEFORE FINAL COMPLETION OF THIS WORK, ALL ROADWAYS, SLOPES, DITCHES, AND BERMS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER.

15. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES DURING CONSTRUCTION WHEN POSSIBLE. IF PROPERTY ACCESS NEEDS TO BE BLOCKED DURING CONSTRUCTION CONTRACTOR

SHALL COORDINATE CLOSURE OF ACCESS WITH PROPERTY OWNER PRIOR TO BLOCKING ACCESS.

16. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS AND SECTION CORNERS OR RE-ESTABLISH THEM IF THEY ARE DISTURBED DURING CONSTRUCTION.

17. THE CONTRACTOR SHALL PROTECT ALL TREES NOT MARKED FOR REMOVAL.

18. THE NDEE CONSTRUCTION PERMIT HAS BEEN ACQUIRED. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL OTHER REQUIRED PERMITS AND FEES.

19. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POWER POLES, AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES.

20. THE CONTRACTOR SHALL REPAIR ALL SPRINKLER SYSTEMS DAMAGED DURING CONSTRUCTION.

21. ANY FILL MATERIAL REQUIRED TO RETURN TRENCHES BACK TO ORIGINAL GRADE SHALL BE CONSIDERED SUBSIDIARY TO THE INSTALLATION OF THE SANITARY SEWER OR FORCE MAIN.

22. CONTRACTOR TO PROVIDE ALL INCIDENTAL FITTINGS AND ITEMS NECESSARY TO COMPLETE WORK.

23. PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE IN WRITING REQUESTING A FINAL WALK-THROUGH OF THE PROJECT.

24. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS.

25. NO STAGING AREAS HAVE BEEN OBTAINED OUTSIDE THE LIMITS OF CONSTRUCTION NOTED ON THE PLANS. PARK ACCESS ROADS SHALL NOT BE USED AS A STAGING AREA WITHOUT PRIOR

APPROVAL FROM USACE.

26. THE CONTRACTOR IS TO ENSURE THAT SEWER SERVICE TO ALL EXISTING FACILITIES IS NOT DISRUPTED. ANY TEMPORARY PIPING OR BYPASS PUMPING NEEDED TO PROVIDE SEWER

SERVICE TO THE FACILITIES SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

CONSTRUCTION SEQUENCING:

THE CONTRACTOR SHALL SEQUENCE WORK AS FOLLOWS:

1. THE NEW LAGOON SYSTEM, GRAVITY SEWER SYSTEM, LIFT STATION, AND FORCE MAIN NEED TO BE COMPLETED AND OPERATIONAL BEFORE THE EXISTING LAGOON, WEST BATH ROOM LEACH

FIELD, AND LIFT STATIONS CAN BE ABANDONED.

2. THE NORTH SHORE FACILITIES ARE TO BE CONNECTED TO THE LAGOON SPLITTER STRUCTURE PRIOR TO ABANDONMENT OF THE EXISTING LAGOON AND WEST LIFT STATION. SEE NOTE

BELOW FOR ADDITIONAL INFORMATION.

NOTE:

THE OWNER OF THE NORTH SHORE FACILITIES (RV CAMPGROUNDS, TRAILER PARK, AND MARINA) IS RESPONSIBLE FOR HAVING THE SEWER FLOW FROM THESE FACILITIES PUMPED DIRECTLY TO AND CONNECTED TO THE SPLITTER STRUCTURE. THE ABANDONMENT OF THE EXISTING EAST BATH ROOM LIFT STATION, ABANDONED EAST BATH ROOM LIFT STATION, AND EXISTING LAGOONS CANNOT OCCUR UNTIL ALL OF THE NORTH SHORE FACILITIES HAVE BEEN CONNECTED TO THE EXISTING SPLITTER STRUCTURE. THE CONTRACTOR IS TO COORDINATE WITH LOCAL USACE STAFF ON WHEN THE NORTH SHORE FACILITIES HAVE BEEN COMPLETED AND THE ABANDONMENT OF THE ITEMS CAN BE COMPLETED.

TREE REMOVAL:

1. TREE REMOVAL IS TO OCCUR BETWEEN NOVEMBER 1ST AND MARCH 30TH TO AVOID IMPACTS

TO NESTING BIRDS.

2. IF CONTRACTOR DESIRES TO REMOVE TREES AFTER MARCH 30TH AND/OR BEFORE NOVEMBER

1ST, THEN THE CONTRACTOR SHALL COMPLETE A STUDY BY AN APPROVED ENVIRONMENTAL

PERSON TO VERIFY NO NESTING BIRDS WILL BE DISTURBED BY THE TREE REMOVAL. THE STUDY

SHALL BE REVIEWED AND APPROVED PRIOR TO ANY TREE REMOVAL ACTIVITIES.

GROUNDWATER:

1. GEOTECHNICAL BORINGS WERE CONDUCTED AT THE PROJECT SITE. RANGING IN DEPTH FROM

15 FEET TO 25 FEET. GROUNDWATER WAS NOT ENCOUNTERED IN ANY OF THE BORINGS AND IS

NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE AWARE THAT GROUNDWATER

ELEVATIONS CAN VARY SEASONALLY WITH CHANGES TO WEATHER AND OTHER

ENVIRONMENTAL CRITERIA. NO ADDITIONAL PAYMENT SHALL BE MADE FOR ANY DEWATERING

THAT IS REQUIRED TO COMPLETE THE PROJECT.

NOTE: QUANTITIES ARE ESTIMATED FOR INFORMATION

ONLY. CONTRACTOR IS TO VERIFY ALL QUANTITIES.

ITEM DESCRIPTION TOTAL Unit 1 Base 1 Job

Option 1 Tree Removal 1 Job

Option 2 Fencing & Signage Around Sewer Lagoon, Demolition of Existing Fence 1 Job

Option 3 Electrical Demollition Work 1 Job

Option 4 Decommission Existing Lagoons 1 Job

Option 5 Demolish Existing Lift Station 1 Job

Option 6 Increase Liner to 100 MIL 1 Job

100+00

101+00 102+00 103+00 104+00

105+00

106+00

107+00

108+00

109+00

110+00

111+00 112+00

113+00 114+00

117+00

120+00

121+00

122+00

123+00

124+00

BP: 100+00.00

: 1

PI: 101+52.71

: 1

7.6

: 1

PI: 116+61.32

PI: 117+19.41

PI: 119+33.15

: 1

PI: 124+18.04

L1 L2

L10

L11

LINE TABLE: ALIGNMENTS

LINE #

L10

L11

L12

L13

LINE/CHORD

LENGTH (FT)

152.71'

250.11'

159.67'

405.15'

126.43'

330.23'

237.03'

58.09'

213.74'

484.89'

37.18'

77.85'

101.36'

LINE/CHORD

BEARING

N60° 35' 33.45"E

S81° 28' 26.97"E

S70° 25' 10.98"E

S53° 14' 20.74"E

S76° 34' 18.57"E

N70° 28' 07.47"E

N29° 35' 26.67"E

N50° 46' 02.33"E

N04° 46' 36.49"W

N23° 27' 31.71"W

N69° 47' 59.70"W

N90° 00' 00.00"E

S56° 16' 16.33"E

STATION

RANGE

100+00 101+53

101+53 104+03

104+03 105+62

105+62 109+68

109+68 110+94

110+94 114+24

114+24 116+61

116+61 117+19

117+19 119+33

119+33 124+18

124+18 124+55

500+00 500+78

500+97 501+99

START

COORD.

N: 92038.83 E: 1855942.69

N: 92113.81 E: 1856075.72

N: 92076.73 E: 1856323.06

N: 92023.22 E: 1856473.50

N: 91780.75 E: 1856798.08

N: 91751.39 E: 1856921.06

N: 91861.79 E: 1857232.29

N: 92067.90 E: 1857349.33

N: 92104.64 E: 1857394.32

N: 92317.64 E: 1857376.52

N: 92762.45 E: 1857183.49

N: 92930.37 E: 1857169.25

N: 92924.82 E: 1857265.43

END

COORD.

N: 92113.81 E: 1856075.72

N: 92076.73 E: 1856323.06

N: 92023.22 E: 1856473.50

N: 91780.75 E: 1856798.08

N: 91751.39 E: 1856921.06

N: 91861.79 E: 1857232.29

N: 92067.90 E: 1857349.33

N: 92104.64 E: 1857394.32

N: 92317.64 E: 1857376.52

N: 92762.45 E: 1857183.49

N: 92775.29 E: 1857148.60

N: 92930.37 E: 1857247.10

N: 92868.53 E: 1857349.73

SAN

CPT 9

CPT 10

CPT 11

CPT 12

CPT 13

CPT 14

CPT 8

500+00 501+00

: 5

64PC

: 5

+7 7.

: 5

L12 C1

L13

CURVE TABLE: ALIGNMENTS

CURVE #

LENGTH

19.43'

RADIUS

33.00'

DELTA

33°43'44"

CHORD DIRECTION

S73° 08' 08.16"E

CHORD LENGTH

19.15'

POINT TABLE

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

S C

C T

N U

R : 0

-2

O O

C E

C O

U N

D D

PROPOSED LAGOONS SEE

SHEETS CG101-CP101 FOR

DETAILS

VC101

C O

O L

G N

T D

EXISTING WEST

BATHROOM

EXISTING EAST

BATHROOM

EXISTING SEWER

LAGOONS SEE

SHEET CD101

FOR

ABANDONMENT

PROPOSED LIFT STATION

SEE SHEETS CU501-CU502

SURVEY DATUM:

1. HORIZONTAL CONTROL IS NAD 83 STATE PLANE

2. ELEVATIONS ARE REFERENCED TO NAVD 88

SAN

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

S C

C T

N U

R : 0

-2

O O

C E

C O

U N

D D

GR101

O N

-S

PROPOSED LAGOONS

SEE GRADING SHEET CG101

NORTH SHORE TRAILER PARK

AND RV CAMPGROUNDS

NO WORK IN THIS AREA

CORPS ROAD B

EXISTING LAGOONS

TO BE DECOMMISSIONED

SEE SHEET CD101

PROJECT STAGING AREA

SOIL STOCKPILE AREAS

SITE ACCESS ROUTE

LIMITS OF CONSTRUCTION

LOD

LOD LOD LOD

LOD

LODLODLODLODLOD

1988.5

1989.0

1988.5

1989.0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

S C

C T

N U

R : 0

-2

O O

C E

C O

U N

D D

CD101

G L

O N

O M

G P

APPROXIMATE TOP OF BERM

ELEV. = 1988.3

AS OF 10/14/2020

EXISTING SLUDGE DEPTH IS

APPROXIMATELY 11"

AS OF 10/14/2020

EXISTING SLUDGE DEPTH IS

APPROXIMATELY 21"

LAGOON ABANDONMENT NOTES:

1. CONTRACTOR IS ALLOWED TO LET EXISTING LAGOON CELLS SIT IDLE AFTER FLOW HAS BEEN DISCONNECTED AND LET EVAPORATE /

PERCOLATE UNTIL THE MAJORITY OF THE WASTE WATER IS GONE.

2. IF CONTRACTOR DESIRES TO PUMP AND DISPOSE OF WASTEWATER FROM THE LAGOON CELLS, THE WASTEWATER IS TO BE HAULED AND

DISPOSED OFF AT A NEBRASKA PERMITTED WASTEWATER TREATMENT FACILITY.

3. THE SLUDGE IS TO BE REMOVED AND DISPOSED OF ACCORDING TO NDEE REGULATIONS AND EPA 503 SLUDGE REGULATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND REPORTING REQUIREMENTS FOR SLUDGE REMOVAL AND DISPOSAL.

4. FINAL GRADING IS TO BE SUCH THAT SITE DRAINS AND NO PONDING OCCURS IN AREAS OF NEW AND EXISTING LAGOON CELLS.

EXISTING PIPE PENETRATIONS INTO

LAGOON ARE TO BE REMOVED TO 6

FEET BACK FROM LAGOON AND

CONCRETE PLUGGED TO AT LEAST

5 FEET INTO EXISTING PIPE.

REMOVE APPROXIMATELY 864 LF OF

BARB WIRE FENCE

QUANTITIES

CUT= 0 CY*

FILL= 4,267 CY*

STRIP TOPSOIL (6" MIN.) = 292 CY*

*A FILL FACTOR OF 1.3 WAS APPLIED. NO CUT FACTOR WAS APPLIED..

QUANTITIES ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR FILLING

THE EXISTING LAGOONS TO THE GRADES SHOWN. NO ADJUSTMENT IN

QUANTITIES WILL BE MADE.

NOTE: LAGOON ABANDONMENT SHALL INCLUDE ALL REMOVAL ITEMS NOTED

ON THIS PAGE, REMOVAL OF WASTEWATER, AND REMOVAL OF THE SLUDGE.

NOTE: QUANTITIES ARE ESTIMATED FOR INFORMATION ONLY. CONTRACTOR IS

TO VERIFY ALL QUANTITIES.

EXISTING SEWER MANHOLE TO BE

REMOVED AND PIPE PENETRATIONS

PLUGGED TO AT LEAST 5 FEET INTO

EXISTING PIPE.

LIMITS OF DISTURBANCE

NOTE:

THE CONTRACTOR IS TO VERIFY

WATER DEPTH IN LAGOON AND

SLUDGE DEPTH IN THE LAGOON

CELLS DURING PROJECT BIDDING

SAN

LOD

LODLODLODLODLODLOD

LOD

LOD LOD

LOD

LOD LOD LOD LOD

LOD

FENCE CORNER

N: 92925.0939 E: 1856159.5067

FENCE CORNER

N: 92895.3647 E: 1856130.6639

FENCE CORNER

N: 92783.9561 E: 1856132.3497

FENCE CORNER

N: 92755.6125 E: 1856159.6253

FENCE CORNER

N: 92757.4693 E: 1856317.7717

FENCE CORNER

N: 92722.0181 E: 1856354.3123

FENCE CORNER

N: 92631.3178 E: 1856355.6847

FENCE CORNER

N: 92602.4750

E: 1856385.4139

FENCE CORNER

N: 92613.9955 E: 1857146.7481

FENCE CORNER

N: 92643.7246

E: 1857175.5909

FENCE CORNER

N: 92940.4013

E: 1857171.1016

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

S C

C T

N U

R : 0

-2

O O

C E

C O

U N

D D

CS101

O O

N S

G P

INTERCONNECTING PIPING

AT CENTER OF CELL #1

SEE SHEET CU504 FOR DETAILS

PROPOSED LAGOON

CELL #2

PROPOSED LAGOON

CELL #1

SPLITTER STRUCTURE AND

DISTRIBUTION PIPING

SEE SHEET CU506 FOR DETAILS

DEPTH MARKER AT CENTER

OF EAST BERM OF EACH CELL

SEE SHEET CU503 FOR DETAILS

INSTALL 2,644 LF OF BARBED WIRE

FENCE WITH WARNING SIGNS

SEE SHEET CU505 FOR DETAILS

INSTALL 12' WIDE TUBULAR

STEEL GATE

SEE SHEET CU505 FOR DETAILS

LIMITS OF DISTURBANCE

EDGE OF EXISTING

CROP LAND

NOTE: QUANTITIES ARE ESTIMATED FOR

INFORMATION ONLY. CONTRACTOR IS TO

VERIFY ALL QUANTITIES.

SAN

LOD

LODLODLODLODLODLOD

LOD

LOD LOD

LOD

LOD LOD LOD LOD

LOD

81 1980

LOD

LOD LOD LOD

LOD LOD LOD LOD

LOD

LODLOD

LOD

LODLO

LOD

LODLODLODLODLOD

LOD

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00

300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 309+80

1995.0

1995.0 1995.0

1991199219931994

1995.0

19911992

-4 .0

-4.00:1

Horizontal

1995.0 1995.0

2000.0

199719981999

1974.01976.019

.019

.01984.01986.01988.01991.01993.01995.01997.0

1994.501994.261994.02 -0.10%-0.10%

-0.10%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

S C

C T

N U

R : 0

-2

O O

C E

C O

U N

D D

CG101

O O

N G

SPLITTER STRUCTURE SEE SHEET CU506

PROPOSED FORCE MAIN

SEE SHEETS CU104 - CU106

QUANTITIES

CUT= 31,049 CY*

FILL= 25,157 CY*

STRIP TOPSOIL (6" MIN.) = 7,149 CY*

*A FILL FACTOR OF 1.3 WAS APPLIED. NO CUT FACTOR WAS APPLIED. QUANTITIES

ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR BUILDING THE LAGOONS TO

THE GRADES SHOWN. NO ADJUSTMENT IN QUANTITIES WILL BE MADE.

60 MIL HDPE LINER (BASE BID) / 100 MIL HDPE LINER (ALTERNATE BID)

PROPOSED LAGOON CELL #1 = 111,826 SF

PROPOSED LAGOON CELL #2 = 151,777 SF

LINER SQUARE FOOTAGE IS TO 2 FEET PAST TOP OF BERM. CONTRACTOR TO VERIFY

AREA.

NOTE: QUANTITIES ARE ESTIMATED FOR INFORMATION ONLY. CONTRACTOR IS TO

VERIFY ALL QUANTITIES.

TOP OF BERM ELEV. = 1997.50

PROPOSED LAGOON

CELL #2

FLOOR ELEV. = 1990.50

PROPOSED LAGOON

CELL #1

FLOOR ELEV. = 1990.50

A/CG301

B/CG301

C/CG302

GRADE MIN. 3' DEEP DITCH WITH 4' WIDE BOTTOM SECTION ALONG NORTH SIDE OF CELL #2

TO PREVENT ANY STORMWATER FROM ENTERING THE LAGOON

GRADING NOTES

1. ALL PROPOSED CONTOURS SHOWN ARE FOR FINISHED GRADE.

2. TOP SOIL AND VEGETATION SHALL BE STRIPPED AND REMOVED IN EXCAVATION AND FILL AREAS. ALL UNSURFACED AREAS DISTURBED SHALL RECEIVE A

MINIMUM OF 6 INCHES OF TOPSOIL.

3. IN AREAS TO RECEIVE FILL, PRIOR TO THE PLACEMENT OF FILL MATERIAL AND AFTER TOPSOIL IS STRIPPED. THE TOP 24 INCHES OF THE BASE MATERIAL SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED IN ACCORDANCE WITH SECTION 31 00 00.

4. IN CUT AREAS, ONCE THE EXCAVATION HAS BEEN ROUGH GRADED THE TOP 24 INCHES OF THE SUBGRADE SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND

RECOMPACTED IN ACCORDANCE WITH SECTION 31 00 00.

5. SITE FILL MATERIAL SHALL BE OF APPROVED MATERIALS AND IN ACCORDANCE WITH SECTION 31 00 00.

6. FILL SHALL BE PLACED IN LOOSE LIFTS OF 8 INCHES AND COMPACTED IN ACCORDANCE WITH SECTION 31 00 00.

7. ALL UNDERCUTTING SHOULD BE COMPLETED DURING A PERIOD OF DRY WEATHER.

8. DURING CONSTRUCTION, CONTRACTORS INDEPENDENT TESTING AGENCY SHALL TEST MOISTURE AND DENSITY AT FREQUENCIES AND STANDARDS AS CALLED OUT IN PROJECT SPECIFICATIONS, CONTRACTOR TO COORDINATE. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE TO

WITNESS THE TESTING.

9. AN EROSION CONTROL MAT IS TO BE PLACED ON ALL SLOPES GREATER THAN OR EQUAL TO 4:1. EROSION CONTROL MAT IS SUBSIDIARY TO SEEDING.

10. SECTIONS SHOWN ON SHEETS CG301 AND CG302

11. GRADE LAGOON SITE TO DRAIN.

12. STRUCTURAL FILL MATERIAL TO BE MOISTURE CONDITIONED AND COMPACTED IN ACCORDANCE WITH SPECIFICATION SECTION 31 00 00 - EARTHWORK, SECTION

2.4.2.1 FOR AREAS UNDER THE HDPE LINER AND IN ACCORDANCE WITH SECTION 2.4.2.2 FOR AREAS NOT UNDER THE HDPE LINER.

LAGOON ACCESS ROAD

SEE SHEET CP101

LIMITS OF CROP LAND

B/CG301

A/CG301

LIMITS OF DISTURBANCE

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 211+60

200+00

201+00

202+00

203+00

204+00

205+00

206+00

207+00

208+00

209+00

210+00

211+00

211+60

-25.00%

10.00'

299+10 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 310+60

299+10

300+00

301+00

302+00

303+00

304+00

305+00

306+00

307+00

308+00

309+00

310+00 310+60

-25.00%

10.00' 10.00'

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

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-X

X- X-

2D Q

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-2

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CG301

O O

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CROSS SECTION A

WEST - EAST PROFILE VIEW

STA: 200+00 N: 92838.4500 E: 1856051.5160

STA: 212+00 N: 92856.6063 E: 1857251.3786

CROSS SECTION B

WEST - EAST PROFILE VIEW

STA: 300+00 N: 92685.8122 E: 1856274.8888

STA: 309+80 N: 92700.6393 E: 1857254.7388

EXISTING GRADE

BOTTOM OF LAGOON = 1990.50

PROPOSED GRADE

EXISTING GRADE

BOTTOM OF LAGOON = 1990.50

PROPOSED GRADE

MAX. WS ELEV. = 1995.50

TOP OF BERM

ELEV. = 1997.50

TOP OF BERM

ELEV. = 1997.50

MAX. WS ELEV. = 1995.50

397+74 398+00 399+00 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 409+25

397+74.01 398+00 399+00

400+00

401+00

402+00

403+00

404+00

405+00 406+00 407+00 408+00 409+00 409+25

-25.00%

-25.00%25 .0

-25.00%

0% 25 .0

10.00' 10.00'

10.00'

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

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CG302

O O

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CROSS SECTION C

NORTH-SOUTH PROFILE VIEW

STA: 400+00 N: 92492.8701 E: 1856742.8238

STA: 405+50 N: 93042.8072 E: 1856734.5022

EXISTING GRADE

BOTTOM OF LAGOON

= 1990.50

PROPOSED GRADE

BOTTOM OF LAGOON

= 1990.50

TOP OF BERM

ELEV. = 1997.50

MAX. WS ELEV. = 1995.50

DITCH TO HAVE A MINIMUM

BOTTOM WIDTH OF 4 FEET

AND MINIMUM DEPTH OF

3 FEET

SAN

LOD

LOD LOD

LOD

LOD LOD

LOD

LODLOD

LOD

LOD LOD LOD

LOD

501+98.64

500+00

: 5

499+00 500+00 501+00 502+00 503+00

499+00

500+00

501+00 502+00 503+00

-7.49%

L 42.93'

C S

. 5

. 1

+4 2.

. 1

89G1 0.00%

G2 -7.49% e 0.40'

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

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-2

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D D

CP101

O O

N A

C C

R O

EXISTING GRADE AT ROAD CENTERLINE

PROPOSED GRADE AT ROAD CENTERLINE

TOP OF LAGOON BERM

ELEV = 1997.50

STA: 500+00 TO STA. 501+99

PLACE 80 TONS OF GRAVEL SURFACING

SEE SHEET CU505 FOR CROSS SECTION

PROPOSED LAGOON GRADING

SEE SHEET CG101

EXISTING LAGOON DECOMMISSIONING

SEE SHEET CD101

CONNECT TO EXISTING

ACCESS DRIVE

NOTE: QUANTITIES ARE ESTIMATED FOR

INFORMATION ONLY. CONTRACTOR IS TO

SAN

100+00

101+00

102+00

103+00

104+00

105+00

99+65 100+00 101+00 102+00 103+00 104+00 105+00 105+40

6" PVC

GRADE = 0.60%

6" PVC

GRADE = 2.29%

6" PVC

GRADE = 0.60%

4.5 MIN.

BURY

100+00

101+00

102+00

103+00

104+00

105+00

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

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-2

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U N

D D

STA: 100+00 TO STA: 101+52.71

INSTALL 153 LF OF 6" PVC SANITARY SEWER

STA: 100+00

INSTALL 1 - 48" MANHOLE

RIM=1978.79

INV. OUT: 1971.79

CONNECT TO EXISTING SEWER

AT SEPTIC TANK OUTLET (SUBSIDIARY)

STA: 101+52.71

INSTALL

1 - 48" MANHOLE

3.00 VF OF ADDITIONAL MANHOLE DEPTH

1 - 6" FUTURE STUB (NORTH)

RIM=1981.77

INV. IN: 1970.87 (W)

INV. IN: 1970.87 (N)

INV. OUT: 1970.77

STA: 101+52.71 TO STA: 104+02.81

INSTALL 250 LF OF 6" PVC SANITARY SEWER

STA: 104+02.81

INSTALL 1 - 48" MANHOLE

0.41 VF OF ADDITIONAL MANHOLE DEPTH

RIM=1970.14

INV. IN: 1965.14

INV. OUT: 1963.73

STA: 104+02.81 TO STA: 105+00

INSTALL 97 LF OF 6" PVC SANITARY SEWER

EXISTING GRADE AT PIPE CENTERLINE

CU101

P R

- 1

PARK ACCESS ROAD

STA: 101+57, 8.72' LEFT

REMOVE AND RESET SIGN

STA: 101+64 TO STA: 102+04

PLACE 7 TONS OF GRAVEL

SURFACING

PROTECT OVERHEAD POWER

REMOVE AND REPLACE ASPHALT

AND SIDEWALK SEE SHEET CU102

. G

W L

8" M

: 1

O U

+5 2.

L 1-

H O

: 1

U T:

+0 2.

L 1-

H O

: 1

O U

STA: 104+54, 7.4' LEFT

REMOVE 2-TREE

STA: 100+00

SEPTIC LATERALS TO BE

ABANDONED IN PLACE

EXISTING WEST

BATHROOM

EXISTING SEPTIC TANK

TO REMAIN. USACE TO

PUMP OUT PRIOR TO

START OF CONSTRUCTION

CONTRACTOR TO FIELD VERIFY

SEPTIC TANK DISCHARGE PIPE

SIZE AND ELEVATION. PRIOR TO ORDERING THE MANHOLE AT STA: 100+00.

THE MANHOLE FLOWLINE AND PIPE OUTLET ARE TO BE ADJUSTED TO

CORRECT SIZE AND ELEVATION. IF SEPTIC TANK DISCHARGE IS

SHALLOWER THAN SHOWN, THE PIPE SLOPE TO THE MANHOLE AT STA:

101+52.71 CAN BE STEEPENED.

NOTE:

ALL TREE REMOVAL IS SUBSIDIARY TO

TREE REMOVAL (OPTION 1) PAY ITEM.

EXISTING WATER SERVICE

FOR BATHROOM TO REMAIN.

EXISTING SEWER FROM

DUMP STATION TO REMAIN.

NOTE: QUANTITIES ARE ESTIMATED FOR

SAN

SAN SAN

SAN

SAN SAN

SAN

105+00

106+00

107+00

108+00

109+00 110+00

196819

104+65 105+00 106+00 107+00 108+00 109+00 110+00 110+45

105+00

106+00

107+00

108+00

109+00

110+00

6" PVC

GRADE = 0.60%

6" PVC

GRADE = 0.60%

6" PVC

GRADE = 0.60%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

S C

C T

N U

R : 0

-2

O O

C E

C O

U N

D D

STA: 105+62.48

INSTALL

1 - 48" MANHOLE

4.73 VF OF ADDITIONAL MANHOLE DEPTH

1 - 6" FUTURE STUB (N)

RIM=1973.40

INV. IN: 1962.77 (W)

INV. IN: 1962.77 (N)

INV. OUT: 1962.67

STA: 105+62.48 TO STA: 109+67.63

INSTALL 406 LF OF 6" PVC SANITARY SEWER

STA: 109+67.63

INSTALL

1 - 48" MANHOLE

4.64 VF OF ADDITIONAL MANHOLE DEPTH

RIM=1970.78

INV. IN: 1960.24

INV. OUT: 1960.14

EXISTING GRADE AT PIPE CENTERLINE

CU102

P R

- 1

PARK ACCESS ROAD

STA: 108+03 TO STA: 108+72

REMOVE AND REPLACE

90 SY OF 6" ASPHALT PAVEMENT

STA: 104+87 TO 105+51

REMOVE AND REPLACE

29 SY OF 6" ASPHALT PAVEMENT

STA: 104+89 TO STA: 105+45

REMOVE AND REPLACE

277 SF OF 4" CONCRETE SIDEWALK

+6 2.

L 1-

H O

: 1

U T:

+6 7.

L 1-

H O

: 1

O U

STA: 108+15

PROTECT EXISTING

UNDERGROUND POWER

STA: 108+15

PROTECT EXISTING UNDERGROUND POWER (SUBSIDIARY)

FIELD LOCATE AND VERIFY ELEVATION

STA: 105+47, 1.8' LEFT

REMOVE AND RESET SIGN

STA: 108+15

PROTECT EXISTING

OVERHEAD POWER

STA: 109+48, 1.25' RIGHT

REMOVE AND RESET SIGN

STA: 105+00 TO STA: 105+62.48

INSTALL 62 LF OF 6" PVC SANITARY SEWER

STA: 109+67.63 TO STA: 110+00

INSTALL 32 LF OF 6" PVC SANITARY SEWER

. G

W L

NOTE: QUANTITIES ARE ESTIMATED FOR

SAN

110+00

111+00

112+00

113+00

114+00

109+45 110+00 111+00 112+00 113+00 114+00 115+00 115+20

6" PVC

GRADE = 0.60%

6" PVC

GRADE = 1.24%

4.5 MIN.

BURY

110+00

111+00

112+00

113+00

114+00

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

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Y, M

O , 6

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-2

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D D

STA: 110+94.07

INSTALL 1 - 48" MANHOLE

2.07 VF OF ADDITIONAL MANHOLE DEPTH

1 - 6" FUTURE STUB (N)

RIM=1967.35

INV. IN: 1959.38 (W)

INV. IN: 1959.38 (N)

INV. OUT: 1959.28

STA: 110+94.07 STA: 114+24.30

INSTALL 330 LF OF 6" PVC SANITARY SEWER

STA: 110+00 TO STA: 110+94.07

INSTALL 94 LF OF 6" PVC SANITARY SEWER

STA: 114+24.30

INSTALL 1 - 48" MANHOLE

RIM=1960.19

INV. IN: 1955.19

INV. OUT: 1954.49

EXISTING GRADE AT PIPE CENTERLINE

CU103

P R

- 1

PARK ACCESS ROAD

REMOVE AND REPLACE

ASPHALT SEE SHEET CU104

+6 7.

C U

+9 4.

L 1-

H O

: 1

U T:

+2 4.

L 1-

H O

: 1

O U

STA: 113+07, 9.24 RIGHT

REMOVE 1-TREE

STA: 113+37, 5.81' RIGHT

REMOVE 1-TREE

PROTECT POWER POLE AND OVERHEAD POWER

NOTE: ALL TREES NOT MARKED FOR REMOVAL

ARE TO BE PROTECTED FROM DAMAGE.

STA: 114+24.30 TO STA: 114+50

INSTALL 26 LF OF 6" PVC SANITARY SEWER

. G

W L

PROTECT OVERHEAD POWER

NOTE: QUANTITIES ARE ESTIMATED FOR

SAN SAN SAN SAN SAN SAN SAN SAN SAN

115+00

116+00

117+00

118+00

114+36 115+00 116+00 117+00 118+00 119+00 120+00 120+15

115+00

116+00

117+00

118+00

6" PVC

GRADE = 0.60%

2" HDPE

GRADE = 1.00%

2" HDPE

GRADE = 1.45%

4.5 MIN.

BURY

. 1

O N

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

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Y, M

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-2

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STA: 114+50 TO STA: 116+61.32

INSTALL 211 LF OF 6" PVC SANITARY SEWER

STA: 116+61.32

INSTALL 1 - LIFT STATION

SEE SHEET CU501 - CU502 FOR DETAILS

CU104

P R

- 1

EXISTING GRADE AT PIPE CENTERLINE

STA: 115+78 TO STA: 115+91

REMOVE AND REPLACE

84 SF OF 4" CONCRETE SIDEWALK

STA: 114+41 TO STA:114+81

REMOVE AND REPLACE

51 SY OF 6" ASPHALT PAVEMENT

+6 1.

O N

T C

R D

STA: 115+92, 5.93' LEFT

REMOVE 1-TREE STA: 116+27, 2.22' RIGHT

REMOVE 3-TREE

STA: 116+74, 6.35' LEFT

REMOVE 1-TREE

STA: 116+61.32

INSTALL 96 LF OF 4" PVC SEWER SERVICE

AT S = 2.00% (MIN.)

STA: 117+27, 45.62' RIGHT

REMOVE EXISTING LIFT STATION

OPTION 5 - DEMO EXISTING LIFT STATION

O N

- 2

" F

G S

O N

STA: 117+19

INSTALL 1- 2" FLUSHING STATION

1- TRACER WIRE TEST BOX

SEE SHEET CU503 FOR DETAIL

STA: 117+19 TO STA: 118+00

INSTALL 81 LF OF 2" HDPE SDR 13.5

SANITARY SEWER FORCE MAIN

STA: 116+61.32 TO STA: 117+19

INSTALL 58 LF OF 2" HDPE SDR 13.5

SANITARY SEWER FORCE MAIN

STA: 116+61, 7.56' RIGHT

REMOVE EXISTING LIFT STATION

OPTION 5 - DEMO EXISTING LIFT STATION

EXISTING GRAVITY LINES TO BE ABANDONED IN PLACE

EXISTING FORCE MAIN TO BE ABANDONED IN PLACE

LIFT STATION ABANDONMENT NOTES:

1. EXISTING WASTE WATER TO BE REMOVED AND CAN BE DISCHARGED TO NEW LAGOON

CELLS.

2. EXISTING GRIT TO BE REMOVED AND PROPERLY DISPOSED OF.

3. EXISTING LIFT STATION STRUCTURE, PIPING, PUMPS ELECTRICAL, ETC. ARE TO BE

COMPLETELY REMOVED AND PROPERLY DISPOSED OF.

4. THE EXISTING PIPE PENETRATIONS INTO THE LIFT STATION ARE TO BE CONCRETE

PLUGGED AN MINIMUM OF 5' BACK INTO LINES.

FL. EL. = 1953.07

EXISTING GRAVITY LINE TO BE ABANDONED IN PLACE

EXISTING EAST BATHROOM FACILITY AND SEWER SERVICE

TO BE CONNECTED TO NEW LIFT STATION

STA: 116+99.46, 88' RT

INSTALL 1- 4" SANITARY SEWER CLEANOUT

CONNECT TO EXISTING SEWER (EAST, SUBSIDIARY)

ABANDON EXISTING SEWER (NORTH, SUBSIDIARY)

FL = 1962.5 (APPROXIMATE, CONTRACTOR TO VERIFY)

. G

W L

STA: 116+83, 44.90' RIGHT

REMOVE TREE

NOTE: QUANTITIES ARE ESTIMATED FOR

INFORMATION ONLY. CONTRACTOR IS TO

VERIFY ALL QUANTITIES.

4" SERVICE

FL = 1960.58

FM FM FM FM FM FM FM FM FM FM FM FM

118+00

119+00

120+00 121+00 122+00 123+00

118+00

119+00

120+00

121+00

122+00

123+00

2" HDPE

GRADE = 3.73%

2" H

DPE

GRADE = 7.09%

4.5 MIN.

BURY

O N

- 2

" F

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

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Y, M

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S C

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-2

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C E

C O

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CU105

P R

- 1

EXISTING GRADE AT PIPE CENTERLINE

STA: 119+33

INSTALL 1- 2" FLUSHING STATION

1- TRACER WIRE TEST BOX

SEE SHEET CU503 FOR DETAIL

STA: 119+33 TO STA: 123+00

INSTALL 367 LF OF 2" HDPE SDR 13.5

SANITARY SEWER FORCE MAIN

STA: 118+00 TO STA: 119+33

INSTALL 133 LF OF 2" HDPE SDR 13.5

SANITARY SEWER FORCE MAIN

. G

W L

APPROXIMATE WATER LINE CROSSING

EXACT ALIGNMENT IS UNKNOWN

CONTRACTOR TO LOCATE LINE PRIOR

TO EXCAVATING IN THE AREA.

MAINTAIN MIN. 18" VERTICAL SEPARATION.

" M

EXISTING WATER MAIN

(APPROXIMATE LOCATION)

NOTE: QUANTITIES ARE ESTIMATED FOR

FM FM FM FM

SAN

SAN SAN

SAN

123+00 124+00

.22

122+75 123+00 124+00 125+00 126+00 127+00 128+00 128+50

123+00

124+00 125+00

2" HDPE

GRADE = 1.55%

O N

- F

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

-X

X- X-

2D Q

-2 2-

B-

7, KA

Y, M

O , 6

S C

C T

N U

R : 0

-2

O O

C E

C O

U N

D D

CU106

P R

- 1

EXISTING GRADE AT PIPE CENTERLINE

SPLITTER STRUCTURE SEE SHEET CU506

PROPOSED LAGOONS SEE SHEET CG101-CG302 FOR DETAILS

2" H

DPE

GRADE = 6.04%

STA: 124+18 TO STA: 124+55

INSTALL 37 LF OF 2" HDPE SDR 13.5

SANITARY SEWER FORCE MAIN

STA: 124+18

INSTALL 1- 2" FLUSHING STATION

1- TRACER WIRE TEST BOX

SEE SHEET CU503 FOR DETAIL

ACCESS ROAD

SEE SHEET CP101

SPLITTER STRUCTURE SEE SHEET CU506

STA: 123+00 TO STA: 124+18

INSTALL 118 LF OF 2" HDPE SDR 13.5

SANITARY SEWER FORCE MAIN

PROPOSED GRADE AT PIPE CENTERLINE

SEE SHEET CG101

. G

W L

INSTALL 75 LF OF 4" PVC FORCE MAIN

150 LF OF 2" HDPE SDR 13.5 FORCE MAIN

(TWO RUNS OF 75 FEET EACH)

1 - 4" CAP

2 - 2" CAPS

THESE ITEMS ARE SUBSIDIARY

TO THE SPLITTER STRUCTURE

FL = 1986.42

NOTE: QUANTITIES ARE ESTIMATED FOR

37"

CLEAR OPNG.

UNION BALL VALVE,

PVC (TYP)

JUNCTION BOX

NEMA 4X

84"

#4 REBAR

(ALL SIDES)

CONCRETE PAD EDGE

SET 1/4" LOWER THAN

BASIN RIM ELEV

2" SS QUICK

CONNECT

COUPLING

2" CURB STOP

W/ BOX

2" HDPE 90°

BEND

NOTE: CONTRACTOR IS TO ENSURE THAT QUICK CONNECT IS

SECURELY CONNECTED TO HDPE PIPE.

2" HDPE TEE

#4 REBAR @ 36" LONG

AT ALL CORNERS

PROPOSED 1,500 GALLON

CONCRETE STORAGE TANK

NOTE: CONCRETE STORAGE TANK IS TO BE LOAD RATED FOR

LIGHT TRAFFIC

6" CONCRETE PAD

HINGE SIDE

36"

6" PVC SANITARY SEWER INFLUENT

PLAN VIEW

4" PVC OVERFLOW LINE (IN)

SEE SECTION VIEW

4" PVC INFLUENT FROM

EAST BATHROOM

2" HDPE FORCE MAIN, DR 13.5

NOTE: ALL ITEMS SHOWN ON SHEETS CU501 AND

CU502 ARE SUBSIDIARY TO "INSTALL

GOVERNMENT FURNISHED LIFT STATION" PAY ITEM

NOTE:

PACKAGED LIFT STATION WITH O&M MANUAL WILL BE PROVIDED

BY USACE. THE PACKAGED LIFT STATION IS TO BE A PENTAIR -

MYERS 60" DUPLEX GRINDER PUMP PACKAGE WITH REMOTE

MOUNTED CONTROL PANEL. THE MANUFACTURER

REPRESENTATIVE IS PETER PARKERT WITH HUTCHENSON

ENGINEERING (PETER@HUTCHESONENGINEERING.COM OR (402)

455-2000).

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING

DELIVERY OF THE PACKAGED LIFT STATION FROM THE LOCAL

USACE STAFF, INSTALLING THE LIFT STATIONS AS PER THE

PLANS AND…

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File details come from the government source that posted it. Updated Aug 5, 2022.