W912ES21B0014_PLANS.pdf

PDF 19 MB Posted Mar 9, 2022

Attached to: Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-2A
Solicitation number: W912ES21B0014
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

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Written by GovTribe AI · Dec 28, 2023

This document describes a federal contract opportunity for the Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-2A. The U.S. Army Corps of Engineers, St. Paul District is seeking bids for construction of an approximately 1-3/4 mile long earth dam embankment with gravel road and turf reinforcement mat. The project scope includes removal of an existing gravel road and abandoned water line, placement of riprap in ditches, and installation of new corrugated steel pipe culverts. The contract value is estimated between $10-25 million. The NAICS code is 237990 for other heavy and civil engineering construction. This is a total small business set-aside, firm fixed-price contract to be awarded through an invitation for bid. The bid response deadline is not provided. All offerors must register in the System for Award Management prior to receiving any award.

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Other files

File	Type	Posted
W912ES21B0014 0003 - Amendment 0003.pdf	PDF	Apr 13, 2022
W912ES21B0014 0002 - Amendment 0002.pdf	PDF	Apr 6, 2022
W912ES21B0014 0001 - Amendment 0001.pdf	PDF	Mar 30, 2022
W912ES21B0014_SPECS.pdf	PDF	Mar 9, 2022
W912ES21B0014_REF-DWGS.pdf	PDF	Mar 9, 2022

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1 2 3 4 5 6

US Army Corps of Engineers ®

FMM SOUTHERN EMBANKMENT REACH SE-2A

RED RIVER OF THE NORTH RIVER BASIN

FARGO-MOORHEAD FLOOD RISK MANAGEMENT

FARGO, ND

SOLICITATION NO.: W912ES21 B0014

CONTRACT NO.:

ISSUE DATE: MARCH 2022

... IAEC_English_WorkSpace\ ... lAEC_Template_English\ ... \FMMSE2A_G-001xxx.dgn

1 :39:48 PM 12/6/2021 PD: AEC_pdf.pltcfg DS:

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THIS PROJECT WAS DESIGNED BY THE

ROCK ISLAND DISTRICT CORPS OF

ENGINEERS FOR THE ST. PAUL DISTRICT.

THE INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE PROJECT

DOCUMENTS WITHIN THE SCOPE OF

THEIR EMPLOYMENT AS REQUIRED BY

APPROVAL RECOMMENDED BY:

CHIEF EC-D

ER 1110-1-8152. SIGNATURES INDICATE

OFFICIAL RECOMMENDATION OF ALL

DRAWINGS IN THIS SET.

CHIEF EC-G

APPROVED BY:

CHIEF ENGR&CONST

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

SIGNATURES AND REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE PROJECT

DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

OF ALL DRAWINGS IN THIS SET.

CHIEF EC-H

DIVISION TECHNICAL LEAD

APPROVAL RECOMMENDED BY:

CHIEF, DESIGN BRANCH

CHIEF, HYDROLOGY & HYDRAULICS BRANCH

CHIEF, GEOTECHNICAL BRANCH

CHIEF, TECHNICAL SERVICES BRANCH

BRANCH

DATE

CHIEF, ENGINEERING & CONSTRUCTION DIVISION DATE

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RIVERS & LAKES

DISTRICT BOUNDARIES

NATIONAL BOUNDARIES

LEGEND

L/D LOCK AND DAM

PROJECT

LOCATION

L/D 10

L/D 9

L/D 1

L/D 2 L/D 3

L/D 5

L/D 7

L/D 4

L/D 5A L/D 6

L/D 8

C A N A D

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SOUTH DAKOTA

NORTH DAKOTA

MINNESOTA

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LAKE

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SHEYENNE

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LAKE

FORKS

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MADISON

PORTAGE

P E W A

CITY

VALLEY

PROJECT LOCATION

NAME NORTHING EASTING ELEVATION DESCRIPTION

VERTICAL AND HORIZONTAL CONTROL POINTS

FMM 06

FMM 03

FMM 05

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409089.26

404233.76

403802.79

402484.50

2869767.84

2881426.36

2869901.15

2896687.53

916.65'

910.54'

914.26'

909.01'

NGS PID DN4360

NGS PID DN4357

NGS PID DN4359

NGS PID RP1148

SHEYENNE RIVER

WILD RICE RIVER

RED RIVER OF THE NORTH

I-29

OXBOW

HORACE

I-29

MINNESOTA

NORTH DAKOTA

(UNDER SEPARATE CONTRACT)

STRUCTURE PROJECT LOCATION

PROPOSED DIVERSION INLET

VICINITY MAP

LOCATION MAP

0 6000'SCALE : 1"=3000'-0" 3000'

SCALE : NTS

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FMM 06

FMM 05

COUNTY RD 14

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GENERAL CROSS-REFERENCING SYMBOLS

GENERAL LEGEND

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

FRONT SIDE

SECTION

ELEVATION

TOP

C-501

FILL

CUT

97-41M

AND NUMBER

BORING LOCATION

WATERMAIN

P.I. POINT

SANITARY SEWER

EXISTING

STORM SEWER

EXISTING

DAM EMBANKMENT

AND NUMBER

DWG OUTLINE

OVERHEAD P0WER

EXISTING

GROUND DUCT

EXISTING UNDER-

EXISTING GAS

* UNLESS OTHERWISE NOTED ON EACH SHEET

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

SCALE:

D5 DETAIL/SECTION

SUPPLEMENTAL INFORMATION

C-102

C-302

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

SHEET ID X-000

A A

WORK LIMITS

EXISTING COMMUNICATION

ABUT

ALTER

MECH

PLAT

ABUTMENT

ALTERNATING

MECHANICAL

PLATFORM

EXIST

MAX

MIN

TYP

EXISTING

FAR FACE

GALVANIZED

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

EACH FACE

BOT

C/L

C&G

CMP CORRUGATED METAL PIPE

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

CLR CLEAR

CONC

DIA

GALV

MISC

SPEC

T&B

UNO

UGND

FES FLARED END SECTION

WIDTH

WATER MAINWM

LANDWARDL/W

HT HEIGHT

NTS NOT TO SCALE

IF INSIDE FACE

TURF REINFORCEMENT MATTRM

LG LONG

EST ESTIMATED

O/S

ON CENTER

OFFSET

SST OR S.S

CONN CONNECTION

US UPSTREAM

DS DOWNSTREAM

PLATEPL

CONTROL POINT

PROJECT

1 DIMENSIONAL

CONTROL POINT

PROJECT

3 DIMENSIONAL

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TOPSOIL AND SEED

RIPRAP

BEDDING

IMPERVIOUS FILL

LT LEFT

R/W RIVERWARD

RT RIGHT

ABBREVIATIONSGENERAL PROJECT NOTES:

DESCRIPTIONDRAWING NO. PRODUCT I.D.

REFERENCE DRAWING INDEX

WILD RICE RIVER STRUCTURE RATING CURVE, MARCH 2009 - NOVEMBER 2012

WILD RICE RIVER STRUCTURE HYDROGRAPHS, JANUARY 2006 - JANUARY 2017

CORRUGATED STEEL PIPECSP

CORRUGATED STEEL ARCH PIPECSAP

FMMSE2A_CS601xxx.dgnHORIZONTAL CONTROL TABLESCS601

FMMSE2A_CS501xxx.dgnDETAILS - TURF RIENFORCEMENT MATCS501

FMMSE2A_CS302xxx.dgnSWALE TYPICAL SECTIONSCS302

FMMSE2A_CS301xxx.dgnEMBANKMENT WITH DITCHES TYPICAL SECTIONCS301

FMMSE2A_CS205xxx.dgnCULVERT DITCH PROFILE STA 0+00 TO STA 1+50CS205

FMMSE2A_CS204xxx.dgnBORROW DITCH PROFILE STA B-69+00 TO STA B-118+00CS204

FMMSE2A_CS203xxx.dgnBORROW DITCH PROFILE STA B-6+00 TO STA B-68+00CS203

FMMSE2A_CS202xxx.dgnDRAINAGE DITCH PROFILE STA D-84+00 TO STA D-125+00CS202

FMMSE2A_CS201xxx.dgnDRAINAGE DITCH PROFILE STA D-21+00 TO STA D-84+00CS201

FMMSE2A_CS111xxx.dgnDROP STRUCTURE PLAN AND PROFILE STA D-123+30 TO STA D-123+90CS111

FMMSE2A_CS110xxx.dgnSOUTH DITCH RIPRAP PLANCS110

FMMSE2A_CS109xxx.dgnNORTH DITCH RIPRAP PLANCS109

FMMSE2A_CS108xxx.dgnEAST TERMINATION PLANCS108

FMMSE2A_CS107xxx.dgnWEST TERMINATION AND CULVERT DITCHES PLANCS107

FMMSE2A_CS106xxx.dgnSWALE DITCH PLAN AND PROFILE STA 0+00 TO STA 13+00CS106

FMMSE2A_CS105xxx.dgnEMBANKMENT PLAN AND PROFILE STA SE-2A-104+00 TO STA SE-2A-122+29CS105

FMMSE2A_CS104xxx.dgnEMBANKMENT PLAN AND PROFILE SE-2A-83+00 TO STA SE-2A-104+00CS104

FMMSE2A_CS103xxx.dgnEMBANKMENT PLAN AND PROFILE SE-2A-62+00 TO STA SE-2A-83+00CS103

FMMSE2A_CS102xxx.dgnEMBANKMENT PLAN AND PROFILE SE-2A-41+00 TO STA SE-2A-62+00CS102

FMMSE2A_CS101xxx.dgnEMBANKMENT PLAN AND PROFILE SE-2A-20+00 TO STA SE-2A-41+00CS101

FMMSE2A_CS100xxx.dgnGENERAL SITE PLANCS100

FMMSE2A_CD101xxx.dgnEXCAVATION SITE PLANCD101

CIVIL

FMMSE2A_B-303xxx.dgnBORRING LOGSB-303

FMMSE2A_B-302xxx.dgnBORRING LOGSB-302

FMMSE2A_B-301xxx.dgnBORRING LOGSB-301

FMMSE2A_B-101xxx.dgnPLAN - BORING LOCATIONSB-101

GEOTECHNICAL

FMMSE2A_G-003xxx.dgnGENERAL NOTES, LEGEND AND INDEXG-003

FMMSE2A_G-002xxx.dgnVICINITY AND LOCATION MAPSG-002

FMMSE2A_G-001xxx.dgnCOVER SHEETG-001

GENERAL

PRODUCT IDDESCRIPTIONSHEET REFAS-BUILT DRAWING NO.

CONSTRUCTION DRAWING INDEX

CONTROL DEVICES

MANUAL OF UNIFORM TRAFFIC

MUTCD

RESTRICTIONS.

PLACED SHALL BE STRIPPED TO A DEPTH OF 18” AND STOCKPILED ADJACENT FOLLOWING THE SAME THAN 3V:1H AND THE TOP SHALL BE SLOPED TO DRAIN. THE AREA FOR WHICH THE STOCKPILE SHALL BE IT BE STOCKPILED MORE THAN 20’ HIGH. THE SIDE SLOPES OF THE STOCKPILE SHALL BE NO STEEPER MATERIAL SHALL NOT BE STOCKPILED WITHIN 20’ OF THE BORROW DITCH OR EDGE OF ROAD, NOR SHALL ANY EXCESS IMPERVIOUS FILL SHALL BE STOCKPILED IN THE SOUTHWEST CORNER OF THE WORK LIMITS. 16.

EXTENDED UP TO 60’ AS NECESSARY.

STATION 0+00 AND 4+25. THE BERM ELEVATION SHALL REMAIN THE SAME BUT THE WIDTH MAY BE ANY EXCESS TOPSOIL MATERIAL SHALL BE PLACED ON THE NORTH SIDE OF THE SWALE BETWEEN 15.

AS NOTED.

ALL EARTHEN FEATURES SHALL BE CONSTRUCTED TO THE LINES AND GRADESDETAILED HERE-IN EXCEPT 14.

SITE OUTSIDE THE DITCHES OR SWALE.

DITCHES OR SWALE NOT RECEIVING THE ZONE 4 MIX. ZONE 2 MIX SHALL BE UTILIZED FOR ALL OF THE FROM B-11+00 TO B-40+30 BELOW EL 902. ZONE 3 MIX SHALL BE UTILIZED FOR ALL AREAS WITHIN THE TURF ESTABLISHMENT SHALL BE ACCORDING TO THE SPECIFICATIONS. ZONE 4 MIX SHALL BE UTILIZED 13.

CONTRACTING OFFICER WHALL BE NOTIFIED IMMEDIATELY.

NO DRAIN TILE IS ANTICIPATED WITHIN THE WORK LIMITS. IF DRAIN TILE IS ENCOUNTERED, THE 12.

NECESSARY OVERBUILD.

EMBANKMENT PROFILE DEFINES CENTERLINE ELEVATION OF THE IMPERVIOUS FILL, WHICH INCLUDES 11.

REQUIRING SEEDING.

PROVIDE ZONE 1 SEEDING TO ALL DISTURBED AREAS NOT OTHERWISE IDENTIFIED ON THE PLAN AS 10.

NO ADDITIONAL MATERIAL SHALL BE TAKEN FROM THEM TO USE AS FILL.

EXCAVATION FOR DITCHES SHALL BE LIMITED TO ELEVATIONS SHOWN IN THE PROFILES AND SECTIONS. 9.

DEPTH WITHIN THE PROJECT FOOTPRINT.

A TOPSOIL DEPTH OF 18"; CONTRACTOR SHALL REFER TO SOIL BORING LOGS FOR ESTIMATED TOPSOIL STRIPPING LIMITS ARE AS INDICATED ON THE PLAN SHEETS. TOPSOIL QUANTITIES ESTIMATED ASSUMING 8.

MATCH THE ADJACENT GROUND ELEVATION AT TOE OF ROAD EMBANKMENT.

UNDER THE LIMITS OF IMPERVIOUS FILL, GRAVEL AND ROAD EMBANKMENTS MUST BE REMOVED TO 7.

TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.

ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UTILITIES MAY NOT BE 6.

CF TO OBTAIN GROUND COORDINATES.

TO GROUND COORDINATES FOR PROPER LAYOUT OF THE PROJECT. DIVIDE GRID COORDINATES BY THE THE COMBINED FACTOR (CF) SHALL BE USED TO CONVERT THE GRID COORDINATES SHOWN IN THE PLANS 5.

STRUCTURE AND FIELD SURVEYS ALONG DRAIN 27 AND 112TH AVE.

ORIGINAL DATA FROM 2017 LIDAR. AUGMENTED WITH 2020 LIDAR IN THE VICINITY OF THE DIVERSION INLET 4.

ELEVATIONS REFER TO NAVD 88.3.

PLANE GRID SYSTEM, SOUTH ZONE.

ORIGINAL DATA COMPILED NAD 83 US SURVEY FEET. COORDINATES BASED ON NORTH DAKOTA STATE 2.

AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER UPON CONTRACT AWARD.

TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE 1.

DITCH BOTTOM EDGE

TOE OF EMANKMENT

DITCH TOP EDGE/

20-402M

20-401M

20-400M

20-403M

19-350M

20-404M

20-405M

20-406M/MU

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GENERAL SITE PLAN

0SCALE : 1"=600'-0" 600' 1200'

112TH AVE S

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GENERAL SHEET NOTES

EARTHWORK SECTION 31 00 00.00 13

- CONE PENETRATION TESTS (CPT) ("C" DESIGNATION) - SPECIFICATIPONS, DIVISION 3 -

- SOIL BORINGS ("M" DESIGNATION) - B-301 THROUGH B-303

LOCATIONS:

GEOTECHNICAL INFORMATION FOR THE POINTS SHOWN CAN BE FOUND IN THE FOLLOWING 1.

GENERAL BORING NOTES

OFFICER.

LOGS. THESE LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING

THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD 9.

UNLESS SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.

PERCENT RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100.

% RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. 8.

PIECES LONGER THAN 4-INCHES.

RECOVERY COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN

RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT 7.

SHOWN TO THE LEFT OF THE BORING STAFF.

D10 SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS 6.

OF THE BORING STAFF.

ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT 5.

HEIGHT OF DROP ARE AS SHOWN.

INCH DROP. FOR NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND

PENETRATION TEST (SPT) USING A 1-3/8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-

USED A DISTANCE OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD

EXCEPT AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER

BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, 4.

(MC) IS SHOWN TO THE LEFT OF THE BORING STAFF.

MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT 3.

STAFF.

STAFF. NOTES PERTAINING TO A SPECIFIC BORING ARE SHOWN BELOW THE BORING

CLASSIFICATION, PERTINENT INFORMATION IS ADDED TO THE RIGHT OF THE BORING

TYPE. THE LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE

GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL 2.

BELOW APPLY TO THIS PROJECT.

NOT ALL MATERIALS DESCRIBED IN THE GENERAL BORING LEGEND AND THE NOTES 1.

GENERAL BORING LEGEND

WATER SURFACE ELEVATION ON DAY OF BORING

GROUND SURFACE ELEVATION AT BORING

CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES

WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES

SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES

POORLY GRADED GRAVELS, LITTLE OR NO FINES

WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

SILTY SANDS, SAND - SILT MIXTURES

CLAYEY SANDS, SAND - CLAY MIXTURES

INORGANIC SILTS, LIQUID LIMIT LESS THAN 50

INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50

BORDERLINE MATERIAL

STRATIFIED MATERIAL

LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE

NO RECOVERY

WATER LEVEL ON DATE OF BORING

ELEVATION AT BOTTOM OF BORING

ELEVATION IN METERS

DATE OF BORING

( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).

YEAR OF BORING-BORING NUMBER, BORING TYPE

SP-

SP&

W.S. 1026.7

G.S. 1020.2

W.L. 726.7

700.1

(238.56)

1 MAY 1984

84-1M

PEAT

INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50

INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50

ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50

ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50

E L

E V

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O N

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N D

S P

C S

O U

T H

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-U .S

U R

V E

Y F

C O

M B

D F

A C

T O

C F

COUNTY RD 14

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

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SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

20+00

SE-2A-

S E -2

40+00

SE-2A-

50+00SE-2A-

60+00SE-2A-

70+00SE-2A-

80+00SE-2A-

90+00SE-2A-

100+00

SE-2A-

S E -2

30+00 B-

40+00B-

50+00B-

60+00B-

70+00B-

80+00B-

90+00B-

100+00

B-

NOTES:

DRILLING MUD USED BELOW EL. 905.0

3. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 905.0

4. BACKFILLED BORING WITH TREMIED BENTONITE-CEMENT GROUT

SPT

(TILL)SAND SEAM AT 75.3' TO 75.6', GRAY.

TO MEDIUM, SAND MEDIUM, HARD, MOIST, CLAYEY

(CL) SANDY GRAVELLY CLAY, GRAVEL FINE 75' TO 76.5'

838.5

G.S. ~915.0

19-350M

22-23 NOV 19

D MC LL PL10

TOP OF SHERACK FORMATION

TOP OF ARGUSVILLE FORMATION

TOP OF BRENNA FORMATION

TOP OF UNIT "A" TILL

911.8

892.8

865.0

(GLACIO-LACUSTRINE)

DECREASING BELOW 60', GRAY.

OCCASIONAL COARSE SAND GRAIN, GRITTINESS

MOIST, LAMINATED, STICKY, GRITTY TEXTURE,

(CH) FAT CLAY WITH SILT, MEDIUM STIFF, 50' TO 69.1'

(OUTWASH)

FINE TO MEDIUM, SAND MEDIUM, DENSE, WET, GRAY.

(SC) CLAYEY SAND WITH GRAVEL, GRAVEL 69.1' TO 70'

1. TOP OF BORING ELEVATION IS ESTIMATED FROM GOOGLE EARTH

LEVEL NOT STABLE

2. WATER LEVEL MEASURED AT EL. 891.6 AFTER 24 HRS. IN OPEN HOLE;

845.9

(ROADFILL FROM TOPSOIL)

MOIST, OCC. F. GRAVEL, SCAT. ORGANICS, BLACK.

(CH) FAT CLAY W/ SILT, MED. STIFF, SLIGHTLY 0' TO 3.2'

(GLACIO-LACUSTRINE)STICKY IN ZONES BELOW 10'.

BROWN, WITH IRON OXIDE STAINING, LAMINATED AND

MOIST, OCC. CALCAREOUS DEPOSITS, YELLOW-

(CH) FAT CLAY WITH SILT, MEDIUM STIFF, 3.2' TO 22.2'

(GLACIO-LACUSTRINE)GRAY.

ZONES, LAMINATED IN ZONES, SL. GRITTY TEXTURE,

STICKY IN ZONES, FORMS DULL "SLICKENSIDES" IN

(CH) FAT CLAY W/SILT, MED. STIFF, MOIST, 40' TO 50'

(GLACIO-LACUSTRINE)

SHEARED, LAMINATED IN ZONES, GRAY.

MOIST, STICKY, FORMS "SLICKENSIDES" W/

(CH) FAT CLAY W/SILT, MED. STIFF, 22.2' TO 40'

NOTES:

3. BACKFILLED BORING WITH 3/8" BENTONITE CHIPS

SPT

888.9

G.S. 918.9

20-400M

D MC LL PL10

(FILL)ROOTS, BLACK TO YELLOWISH BROWN.

(CH) FAT CLAY, STIFF, MOIST, OCCASIONAL 0' TO 5.3'

W.L. 896.0

APPROX.

BOTTOM OF HOLE EL. 888.9

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 893.9

899.7

913.6

TOP OF BRENNA FORMATION

TOP OF SHERACK FORMATION

(GLACIO-LACUSTRINE)

DEPOSITS, STICKY IN ZONES, YELLOWISH BROWN.

MOIST, LAMINATED, OCCASIONAL CALCAREOUS

(CH) FAT CLAY, MEDIUM STIFF TO STIFF, 5.3' TO 19.2'

(GLACIO-LACUSTRINE)

MOIST, SLICKENSIDED, TRACE SILT, STICKY, GRAY.

(CH) FAT CLAY, SOFT TO MEDIUM STIFF, 25' TO 30'

05-06 FEB 2020

WATER LEVEL IS POTENTIALLY NOT STABLE

1. APPROX. WATER LEVEL DETERMINED AFTER 20 HOURS,

(GLACIO-LACUSTRINE)BRENNA)

SILT, STICKY, YELLOWISH BROWN TO GRAY. (OXIDIZED

(CH) FAT CLAY, MEDIUM STIFF, MOIST, WITH 19.2' TO 25'

NOTES:

1. WATER LEVEL NOT DETERMINED

3. BACKFILLED BORING WITH 3/8" BENTONITE CHIPS

SPT

885.7

G.S. 915.7

20-401M

D MC LL PL10

(TOPSOIL)FROZEN, BLACK.

(CH) FAT CLAY, MOIST, OCCASIONAL ROOTS, 0' TO 1.6'

895.3

914.1

TOP OF BRENNA FORMATION

TOP OF SHERACK FORMATION

06 FEB 2020

(GLACIO-LACUSTRINE)

~15.0', BROWN TO YELLOWISH BROWN.

LAMINATED IN ZONES, GREY TO YELLOW-GRAY BELOW

DEPOSITS, WEATHERED BETWEEN 1.6' AND 3.0',

OCCASIONAL GYPSUM CRYSTALS AND CALCAREOUS

(CH) FAT CLAY, MEDIUM STIFF, MOIST, 1.6' TO 20.4'

(GLACIO-LACUSTRINE)ZONES, GRAY.

MOIST, SLICKENSIDED, TRACE SILT, OXIDIZED IN

(CH) FAT CLAY, SOFT TO MEDIUM STIFF, 20.4' TO 30'

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 890.7

4. BAG SAMPLES OBTAINED IN OFFSET BORING

91 22

82 22

80 24

69 21

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US Army Corps

U .S

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-4

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B-301

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B -3 x x x .d

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C H

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-2 A

F A

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N D

F A

R G

O -M

O O

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E A

D F

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K M

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A G

E M

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D R

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F T

H E

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H R

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N A

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-U .S

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NOTES:

1. WATER LEVEL NOT DETERMINED

3. BACKFILLED BORING WITH 3/8" BENTONITE CHIPS

SPT

885.7

G.S. 915.7

20-402M

D MC LL PL10

(TOPSOIL)ROOTS, FROZEN, BLACK.

(CH) FAT CLAY, WITH ORGANICS, OCCASIONAL 0' TO 1.4'

06 FEB 2020

(GLACIO-LACUSTRINE)IN ZONES, GRAY.

(CH) FAT CLAY, MEDIUM STIFF, MOIST, LAMINATED 25' TO 30'

(GLACIO-LACUSTRINE)YELLOWISH BROWN.

CARBONATE BELOW 15', WEATHERED BETWEEN 1.4' AND 3.1',

PRE-EXISITING FRACTURES FILLED WITH CALCIUM

STAINING, LAMINATED AND STICKY IN ZONES, NUMEROUS

OCCASIONAL CALCAREOUS DEPOSITS, IRON OXIDE

(CH) FAT CLAY, MEDIUM STIFF, MOIST, 1.4' TO 20.2'

TOP OF BRENNA FORMATION

TOP OF SHERACK FORMATION

914.3

895.5

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 890.7

(GLACIO-LACUSTRINE)

IN ZONES, YELLOWISH BROWN TO GRAY. (OXIDIZED BRENNA)

(CH) FAT CLAY, MEDIUM STIFF, MOIST, LAMINATED 20.2' TO 25'

NOTES:

DRILLING MUD USED BELOW EL. 899.8

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 899.8

3. BORING BACKFILLED WITH TREMMIED BENTONITE-CEMENT GROUT.

SPT

(TOPSOIL)OCCASIONAL ROOTS, FROZEN, BLACK.

(CH) SILTY CLAY WITH ORGANICS, MOIST, 0' TO 0.7'

(TILL)STIFF TO HARD, MOIST, GRITTY, GRAY.

(CL) GRAVELLY SANDY CLAY, MEDIUM 59.4' TO 68.5'

846.3

G.S. 914.8

20-403M

08-10 FEB 20

D MC LL PL10

TOP OF SHERACK FORMATION

914.1

TOP OF BRENNA FORMATION

TOP OF ARGUSVILLE FORMATION

TOP OF UNIT "A" TILL

897.7

866.8

855.4

(GLACIO-LACUSTRINE)

BELOW 10.0', YELLOW- BROWN.

TO 2.8', CACO3 FILLED PRE-EXISTING FRACTURES

GYPSUM CRYSTALS, FE STAINING, WEATHERED 0.7'

(CH) SILTY CLAY, MED. STIFF, MOIST, OCC. 0.7' TO 17.1'

(GLACIO-LACUSTRINE)

MOIST, STICKY, OXIDIZED, GRAY TO YELLOW-BROWN.

(CH) FAT CLAY W/SILT, MEDIUM STIFF, 17.1' TO 20'

(GLACIO-LACUSTRINE)

SHEARED, LAMINATED IN ZONES BELOW ~35.0', GRAY.

TRACE SILT, FORMS DULL "SICKENSIDES" WHEN

(CH) FAT CLAY, MED. STIFF, MOIST, STICKY, 20' TO 48'

(GLACIO-LACUSTRINE)

STICKY, LAMINATED, GRITTY TEXTURE, GRAY.

(CH) FAT CLAY W/SILT, MED. STIFF, MOIST, 48' TO 59.4'

1. WATER LEVEL NOT DETERMINED AFTER 46 HRS.

NOTES:

DRILLING MUD USED BELOW EL. 893.4

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 893.4

3. BORING BACKFILLED WITH TREMMIED BENTONITE-CEMENT GROUT.

SPT

(TILL)WITH DEPTH, GRAY.

TO STIFF, MOIST, GRAVEL CONTENT INCREASING

GRAVEL FINE, SAND FINE TO MEDIUM, MEDIUM STIFF

(CL) SANDY LEAN CLAY WITH GRAVEL, 61.6' TO 70'

838.4

G.S. 908.4

20-404M

13-14 FEB 20

D MC LL PL10

906.9

893.1

866.8

846.8 TOP OF UNIT "A" TILL

TOP OF ARGUSVILLE FORMATION

TOP OF BRENNA FORMATION

TOP OF SHERACK FORMATION

(TOPSOIL)ORGANICS, FROZEN, BLACK.

(CH) SILTY CLAY, MED. STIFF, MOIST, WITH 0' TO 1.5'

(GLACIO-LACUSTRINE)

LAMINATED IN ZONES, YELLOW-BROWN.

CALCAREOUS DEPOSITS, FE STAINING, STICKY AND

(CH) SILTY CLAY, MED.STIFF, MOIST, OCC. 1.5' TO 15.3'

(GLACIO-LACUSTRINE)

"SLICKENSIDES" WHEN SHEARED, GRAY.

MOIST, STICKY, LAMINATED IN ZONES, FORMS DULL

(CH) FAT CLAY W/SILT, MED. STIFF, 15.3' TO 41.6'

(GLACIO-LACUSTRINE)

(CL) 58.9'-60.0', TRACE FINE SAND BELOW 60.0', GRAY.

OCCASIONAL DROPSTONE BELOW 50.0', TILL BALL

MOIST, STICKY, LAMINATED IN ZONES, GRITTY,

(CH) FAT CLAY W/SILT, MED. STIFF, 41.6' TO 61.6'

CL - "TILL BALL"

1. WATER LEVEL NOT DETERMINED AFTER 18 HRS.

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B-302

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B -3 x x x .d

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NOTES:

1. WATER LEVEL NOT DETERMINED

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 846.2

3. BORING BACKFILLED WITH 3/8" BENTONITE CHIPS

SPT

(TILL)GRAY.

GRAVEL, GRAVEL FINE, SAND FINE, STIFF, MOIST,

(ML) SANDY SILT WITH CLAY AND 60.8' TO 66.1'

(TILL)GRAY.

TO MEDIUM, SAND FINE, HARD, SLIGHTLY MOIST,

(CL) SANDY GRAVELLY CLAY, GRAVEL FINE 66.1' TO 70'

841.2

G.S. 911.2

20-405M

19-20 FEB 20

D MC LL PL

909.6

TOP OF SHERACK FORMATION

871.2

850.4

889.9 TOP OF BRENNA FORMATION

TOP OF ARGUSVILLE FORMATION

TOP OF UNIT "A" TILL

(TOPSOIL)FROZEN, BLACK.

(CH) SILTY CLAY WITH ORGANICS, MOIST, 0' TO 1.6'

(GLACIO-LACUSTRINE)ZONES, YELLOW-BROWN.

DEPOSITS, BELOW 10.0' STICKY AND LAMINATED IN

OCCASIONAL GYPSUM CRYSTALS AND CALCAREOUS

(CH) SILTY CLAY, MED. STIFF, MOIST, 1.6' TO 21.3'

(GLACIO-LACUSTRINE)

GRITTY TEXTURE BELOW 30.0', GRAY.

SHEARED, LAMINATED IN ZONES BELOW 30', SLIGHTLY

STICKY, FORMS DULL "SLICKENSIDES" WHEN

(CH) FAT CLAY W/SILT, MED. STIFF, MOIST, 21.3' TO 40'

(GLACIO-LACUSTRINE)

ORGANICS 58.0' TO 58.4', GRAY.

OCCASIONAL DROPSTONE BELOW 50.0', TRACE

LAMINATED, STICKY IN ZONES, SLIGHTLY GRITTY,

(CH) FAT CLAY W/SILT, MED. STIFF, MOIST, 40' TO 60.8'

NOTES:

1. WATER LEVEL NOT DETERMINED

DRILLING MUD USED BELOW EL. 893.7

2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 893.7

3. UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE

SPT

838.7

G.S. 903.7

20-406M/MU

21 FEB 20

D MC LL PL10

TOP OF SHERACK FORMATION

TOP OF BRENNA FORMATION

894.1

888.9

TOP OF ARGUSVILLE FORMATION

TOP OF UNIT "A" TILL

862.2

845.7

(TOPSOIL EXCAVATED FROM DRAIN 27)

ROOTLETS, BLACK.

(CH) SILTY CLAY, MED. STIFF, MOIST, TRACE 0' TO 9.6'

(GLACIO-LACUSTRINE)WEATHERED, GRAY- BROWN.

(CH) FAT CLAY W/SILT, MED. STIFF, MOIST, 9.6' TO 11.7'

(GLACIO-LACUSTRINE)BROWN.

TO WET, LAMINATED, FE STAINING, YELLOW AND

(CH) FAT CLAY W/SILT, MED. STIFF, MOIST 11.7' TO 14.8'

(GLACIO-LACUSTRINE)GRAY.

FORMS "SLICKENSIDES" WHEN SHEARED IN ZONES,

TO WET, STICKY, LAMINATED IN ZONES BELOW 19',

(CH) FAT CLAY W/SILT, MED. STIFF, MOIST 14.8' TO 41.5'

(GLACIO-LACUSTRINE)

AND BECOMING SILTIER BELOW 56', GRAY.

GRITTY, TRACE DROPSTONES BELOW 50', LAMINATED

TRACE SAND, LAMINATED IN ZONES, SLIGHTLY

(CH) FAT CLAY W/SILT, SOFT, SATURATED, 41.5' TO 58'

(TILL)

STIFF TO STIFF, MOIST, TR. SAND SEAMS, GRAY.

GRAVEL FINE TO MED., SAND FINE TO MED., MED.

(CL) LEAN CLAY W/SAND AND GRAVEL, 58' TO 60'

(TILL)HARD, MOIST, OCC. SAND SEAMS, GRAY.

GRAVEL FINE TO CSE., SAND FINE TO MED., STIFF TO

(CL) GRAVELLY LEAN CLAY W/ SAND, 60' TO 65'

4. BORING BACKFILLED WITH TREMIED BENTONITE-CEMENT GROUT.

47 88 25

51 93 25

48 65 25

44 2581

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US Army Corps

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B-303

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B -3 x x x .d

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-2 A

F A

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F A

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O -M

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S E -2

30+00 SE-2A-

40+00 SE-2A-

50+00 SE-2A-

60+00 SE-2A-

70+00 SE-2A-

80+00 SE-2A-

90+0

SE-2A

S E -2

30+

B-

40+00 B-

50+00 B-

60+00 B-

70+00 B-

80+00 B-

90+00 B-

B-

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T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

GENERAL SITE PLAN

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

0SCALE : 1"=600'-0" 600' 1200'

112TH AVE S

H S

T S

T H

S T

C O

U N

T Y

R D

C O

U N

T Y

R D

D A

V E

S E

COUNTY RD 16

D A

V E

S E

18" STRIPPING

D R

ENTIRETY.

SHALL REMOVED IN THEIR

AND 36"X45' SOUTH SIDE)

LIMITS (18"X40' NORTH SIDE

CULVERTS WITHIN THESE

CENTERLINE. ROADSIDE

DAM EMBANKMENT

WEST AND 408 FT EAST OF THE

NATURAL GROUND 235 FT

ROAD DOWN TO ADJACENT

REMOVE EXISTING GRAVEL

COUNTY RD 14

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

S E -2

30+00 SE-2A-

40+00 SE-2A-

50+00 SE-2A-

60+00 SE-2A-

70+00 SE-2A-

80+00 SE-2A-

90+0

SE-2A

S E -2

N E

R A

L S

P L

A N

O D

U E

C G

O C

H E

K S

U N

D E

R M

A U

L D

-B U

N O

E N

A M

CS100

F M

M S

E A

S x x x .d

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

GENERAL SITE PLAN

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

C S

CS105

0SCALE : 1"=400'-0" 400' 800'

112TH AVE S

H S

T S

T H

S T

SITE ACCESS

COUNTY RD 16

D R

LIMITS

WORK

CONTRACTOR STAGING AREA

T2000

T2005

T2010

T2015

T2025

T2030

T2020

T2035

T2040

T2045

T2050

T2055 T2060 T2065

T2070T2075T2080T2085

T2090

T2095

T2100

T2105

T2125

T2130

T2135

T2160

T2140

T2145

T2150

T2155

T2185

SE-2A-65+00 MATCHLINE

0SCALE : 1"=400'-0" 400' 800'A6

GENERAL SITE PLAN

T2165

T2170 T2175 T2180

SITE ACCESS

112TH AVE S

T2120

COUNTY RD 14

C S

WORK LIMITS

2875275.55404012.71T2185

2875274.21404042.02T2180

2874920.40404029.06T2175

2874526.76404080.88T2170

2874176.76404174.66T2165

2873822.49404321.41T2160

2873040.10404799.40T2155

2873190.63405013.97T2150

2873268.84405347.57T2145

2873490.73405467.94T2140

2873381.09405794.45T2135

2873169.37405794.45T2130

2872949.51409116.56T2125

2872861.43410469.17T2120

2872787.97411597.23T2105

2827822.75411988.40T2100

2872989.53412277.27T2095

2873243.01412530.76T2090

2873464.72412658.76T2085

2873754.66412736.45T2080

2873998.31412747.69T2075

2874479.06412747.69T2070

2874479.06413461.22T2065

2873676.84413434.92T2060

2873261.06413355.12T2055

2872699.14413044.42T2050

2872264.24412452.31T2045

2872119.01411901.41T2040

2872194.72409237.85T2035

2872119.49409237.85T2030

2872119.49408998.80T2025

2872192.16408998.80T2020

2872301.18405684.13T2015

2872062.23405248.28T2010

2871821.70405336.22T2005

2870918.01403852.32T2000

EASTING (X)NORTHING (Y)POINT ID

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

SE-

S E -2

- 2

E -2

S E -2

S T A

P T

D-

- 3

S T A

P T

11+

B-

- 2

S T A

P T

.0 0%

G R

A D

GRADE = 0.00%

930.23EL

14+52.30STA

SE-2A-12+00 SE-2A-13+00 SE-2A-14+00 SE-2A-15+00 SE-2A-16+00 SE-2A-17+00 SE-2A-18+00 SE-2A-19+00 SE-2A-20+00 SE-2A-21+00 SE-2A-22+00 SE-2A-23+00 SE-2A-24+00 SE-2A-25+00 SE-2A-26+00 SE-2A-27+00 SE-2A-28+00 SE-2A-29+00 SE-2A-30+00 SE-2A-31+00 SE-2A-32+00 SE-2A-33+00 SE-2A-34+00

900 900

910 910

920 920

930 930

940 940

G R

A D

TOP OF IMPERVIOUS FILL

IMPERVIOUS FILL

EXISTING GRADE

INSPECTION TRENCH

BOTTOM OF 10'-0"

915.00EL

13+00.00STA

20-401M

20-400M

915.00EL

12+66.26STA

A S

E -2

A -2

T O

S T

A S

E -2

A -4

P L

A N

D P

R O

E R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A N

E M

B A

N K

M E

A U

L D

-B U

N O

E N

A M

CS101

F M

M S

E A

S x x x .d

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

PROFILE - EMBANKMENT - STA SE-2A-13+00 TO STA SE-2A-34+00

0 200'

VERTICAL SCALE : 1"=10'-0"

HORIZONTAL SCALE : 1"=100'-0" 100'

PLAN - EMBANKMENT - STA SE-2A-13+00 TO STA SE-2A-34+00

0 200'SCALE : 1"=100'-0" 100'

S T A S

E -2

A -3

A T C

H L

E S

H E E T C

S C

EMBANKMENT

TOP OF

BOTTOM EDGE

DRAINAGE DITCH

DRAINIAGE DITCH

TOP EDGE OF

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

CENTERLINE

DRAINAGE DITCH

CONTROL LINE SE-2A

DAM EMBANKMENT

WORK LIMITS

BORROW DITCH

TOP EDGE OF

BOTTOM EDGE

BORROW DITCH

CENTERLINE

BORROW DITCH

EMBANKMENT

TOE OF

(NO STRIPPING REQUIRED.)

REACH SE-1 BORROW PIT

OF SWALE

TOP EDGE

EDGE

SWALE BOTTOM

BERM

TOE OF

BERM

TOP OF

BERM

TOP OF

BERM

TOE OF

OF AGGREGATE.

AND DOES NOT INCLUDE THE 8"

FILL GRADE AT THE CENTERLINE

PROFILE DEPICTS IMPERVIOUS

NOTE:

20-401M

20-400M

CS106

-4

S E

-2 A

- 3

S E

-2 A

- 3

S E

-2 A

- 3

S E

-2 A

- 3

S E

-2 A

- 4

S E

-2 A

- 4

S E

-2 A

- 4

S E

-2 A

- 4

S E

-2 A

- 4

S E

-2 A

- 4

S E

-2 A

- 4

S E

-2 A

- 4

S E

-2 A

- 4

S E

-2 A

- 4

S E

-2 A

- 5

S E

-2 A

- 5

S E

-2 A

- 5

S E

-2 A

- 5

S E

-2 A

- 5

S E

-2 A

- 5

S E

-2 A

SE-2A-35+00 SE-2A-36+00 SE-2A-37+00 SE-2A-38+00 SE-2A-39+00 SE-2A-40+00 SE-2A-41+00 SE-2A-42+00 SE-2A-43+00 SE-2A-44+00 SE-2A-45+00 SE-2A-46+00 SE-2A-47+00 SE-2A-48+00 SE-2A-49+00 SE-2A-50+00 SE-2A-51+00 SE-2A-52+00 SE-2A-53+00 SE-2A-54+00 SE-2A-55+00

900 900

910 910

920 920

930 930

940 940

0.00%GRADE =

TOP OF IMPERVIOUS FILL IMPERVIOUS FILL

EXISTING GRADE

BOTTOM OF INSPECTION TRENCH

SE-2A-34+00

20-403M

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

A S

E -2

A -4

T O

S T

A S

E -2

A -6

P L

A N

D P

R O

E R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A N

E M

B A

N K

M E

A U

L D

-B U

N O

E N

A M

CS102

F M

M S

E A

S x x x .d

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

PLAN - EMBANKMENT - STA SE-2A-34+00 TO STA SE-2A-55+00

0 200'SCALE : 1"=100'-0" 100'

PROFILE - EMBANKMENT - STA SE-2A-34+00 TO STA SE-2A-55+00

0 200'

VERTICAL SCALE : 1"=10'-0"

HORIZONTAL SCALE : 1"=100'-0" 100'

S T

A S

E -A

-3

A T

C H

E S

H E

E T

C S

S T

A S

E -2

A -5

M A

T C

H L

S E

E S

H E

E T

C S

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

EMBANKMENT

TOP OF

BOTTOM EDGE

DRAINAGE DITCH

DRAINIAGE DITCH

TOP EDGE OF

CENTERLINE

DRAINAGE DITCH

CONTROL LINE SE-2A

DAM EMBANKMENT

WORK LIMITS

BORROW DITCH

TOP EDGE OF

BOTTOM EDGE

BORROW DITCH

CENTERLINE

BORROW DITCH

EMBANKMENT

TOE OF

SEE CS501/E5

TURN OUT

OF AGGREGATE.

AND DOES NOT INCLUDE THE 8"

FILL GRADE AT THE CENTERLINE

PROFILE DEPICTS IMPERVIOUS

NOTE:

20-403M

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

-3

S E

-2 A

- 5

S E

-2 A

- 5

S E

-2 A

- 5

S E

-2 A

- 5

S E

-2 A

- 6

S E

-2 A

- 6

S E

-2 A

- 6

S E

-2 A

- 6

S E

-2 A

- 6

S E

-2 A

- 6

S E

-2 A

- 6

S E

-2 A

- 6

S E

-2 A

- 6

S E

-2 A

- 6

S E

-2 A

- 7

S E

-2 A

- 7

S E

-2 A

- 7

S E

-2 A

- 7

S E

-2 A

- 7

S E

-2 A

- 7

S E

-2 A

- 7

S E

-2 A

SE-2A-56+00 SE-2A-57+00 SE-2A-58+00 SE-2A-59+00 SE-2A-60+00 SE-2A-61+00 SE-2A-62+00 SE-2A-63+00 SE-2A-64+00 SE-2A-65+00 SE-2A-66+00 SE-2A-67+00 SE-2A-68+00 SE-2A-69+00 SE-2A-70+00 SE-2A-71+00 SE-2A-72+00 SE-2A-73+00 SE-2A-74+00 SE-2A-75+00 SE-2A-76+00

900 900

910 910

920 920

930 930

940 940

0.00%GRADE =

SE-2A-55+00

TOP OF IMPERVIOUS FILL

IMPERVIOUS FILL

EXISTING GRADE

BOTTOM OF INSPECTION TRENCH

19-350M

A S

E -2

A -6

T O

S T

A S

E -2

A -8

P L

A N

D P

R O

E R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A N

E M

B A

N K

M E

A U

L D

-B U

N O

E N

A M

CS103

F M

M S

E A

S x x x .d

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

PROFILE - EMBANKMENT - STA E-55+00 TO STA E-76+00

0 200'

VERTICAL SCALE : 1"=10'-0"

HORIZONTAL SCALE : 1"=100'-0" 100'

PLAN - EMBANKMENT - STA SE-2A-55+00 TO STA SE-2A-76+00

0 200'SCALE : 1"=100'-0" 100'

S T

A S

E -2

A -7

A T

C H

E S

H E

E T

C S

S T

A S

E -2

A -5

A T

C H

E S

H E

E T

C S

DRAINIAGE DITCH

TOP EDGE OF

BOTTOM EDGE

DRAINAGE DITCH

EMBANKMENT

TOE OF

EMBANKMENT

TOP OF

BORROW DITCH

TOP EDGE OF

BOTTOM EDGE

BORROW DITCH

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

D F

A C

T O

C F

G E

V E

A V

E S

CENTERLINE

DRAINAGE DITCH

CONTROL LINE SE-2A

DAM EMBANKMENT

CENTERLINE

BORROW DITCH

WORK LIMITS

SEE CS501/E5

TURNOUT

OF AGGREGATE.

AND DOES NOT INCLUDE THE 8"

FILL GRADE AT THE CENTERLINE

PROFILE DEPICTS IMPERVIOUS

NOTE:

19-350M

CAPPED

REMAINING PORTIONS TO BE

SIDE OF THE SE-2A ALIGNMENT WITH

REMOVED FOR 100' MINIMUM EITHER

BELOW EXISTING GROUND, TO BE

ABANDONED WATER LINE APPROX. 9'

CS107

CS108

-4

- 9

T A

- 9

T A

S E

-2 A

- 7

S E

-2 A

- 7

S E

-2 A

- 7

S E

-2 A

- 8

S E

-2 A

- 8

S E

-2 A

- 8

S E

-2 A

- 8

S E

-2 A

- 8

S E

-2 A

- 8

S E

-2 A

- 8

S E

-2 A

- 8

S E -2

- 8

S E -2

T A

P C

SE-2A-77+00 SE-2A-78+00 SE-2A-79+00 SE-2A-80+00 SE-2A-81+00 SE-2A-82+00 SE-2A-83+00 SE-2A-84+00 SE-2A-85+00 SE-2A-86+00 SE-2A-87+00 SE-2A-88+00 SE-2A-89+00 SE-2A-90+00 SE-2A-91+00 SE-2A-92+00 SE-2A-93+00 SE-2A-94+00 SE-2A-95+00 SE-2A-96+00 SE-2A-97+00

900 900

910 910

920 920

930 930

940 940

TOP OF IMPERVIOUS FILL

IMPERVIOUS FILL

EXISTING GRADE

BOTTOM OF INSPECTION TRENCH

SE-2A-76+00

GRADE = 0.00%

20-404M

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

U .S

R M

Y C

O R

P S

O F

E N

E E

A S

E -2

A -8

O S

T A

S E

-2 A

-1

P L

A N

D P

R O

E R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A N

E M

B A

N K

M E

A U

L D

-B U

N O

E N

A M

CS104

F M

M S

E A

S x x x .d

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

PLAN - EMBANKMENT - STA SE-2A-76+00 TO STA SE-2A-97+00

0 200'SCALE : 1"=100'-0" 100'

PROFILE - EMBANKMENT - STA SE-2A-76+00 TO STA SE-2A-97+00

0 200'

VERTICAL SCALE : 1"=10'-0"

HORIZONTAL SCALE : 1"=100'-0" 100'

S T A S

E -2

A -9 M

A T C

H L

E S

H E E T C

S T

A S

E -2

A -7

M A

T C

H L

C S

BORROW DITCH

TOP EDGE OF

BOTTOM EDGE

BORROW DITCH

TOE OF EMBANKMENT EMBANKMENT

TOP OF

DRAINIAGE DITCH

TOP EDGE OF BOTTOM EDGE

DRAINAGE DITCH

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

CENTERLINE

BORROW DITCH

CONTROL LINE SE-2A

DAM EMBANKMENT

CENTERLINE

DRAINGE DITCH

WORK LIMITS

SEE CS501/E5

TURN OUT

THE 8" OF AGGREGATE.

AT THE CENTERLINE AND DOES NOT INCLUDE

PROFILE DEPICTS IMPERVIOUS FILL GRADE

20-404M

20-405M

20-406M/MU

S E -2

S E

-2 A

- 1

S E

-2 A

- 1

S E

-2 A

- 1

S E

-2 A

- 1

S E

-2 A

- 1

S E

-2 A

- 1

S E

-2 A

S T

P T

T A

P O

- 1

T A

P T

T A

P O

- 1

T A

P T

T A

P O

SE-2A-98+00 SE-2A-99+00 SE-2A-100+00 SE-2A-101+00 SE-2A-102+00 SE-2A-103+00 SE-2A-104+00 SE-2A-105+00 SE-2A-106+00 SE-2A-107+00 SE-2A-108+00 SE-2A-109+00 SE-2A-110+00 SE-2A-111+00 SE-2A-112+00 SE-2A-113+00 SE-2A-114+00 SE-2A-115+00 SE-2A-116+00

900 900

910 910

920 920

930 930

940 940

-10.00%

G R

A D

930.23EL

108+97.75STA

910.03EL

110+99.73STA

909.88EL

111+33.12STA

10'-0"BOTTOM OF INSPECTION TRENCH

TOP OF IMPERVIOUS FILL

IMPERVIOUS FILL

EXISTING GRADE

SE-2A-97+00

GRADE = 0.00%

20-405M

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

G R

A D

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

U .S

R M

Y C

O R

P S

O F

E N

E E

A S

E -2

A -1

O S

T A

S E

-2 A

-1

P L

A N

D P

R O

E R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A N

E M

B A

N K

M E

A U

L D

-B U

N O

E N

A M

CS105

F M

M S

E A

S x x x .d

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

PROFILE - EMBANKMENT - STA SE-2A-104+00 TO STA SE-2A-122+00

0 200'

VERTICAL SCALE : 1"=10'-0"

HORIZONTAL SCALE : 1"=100'-0" 100'

PLAN - EMBANKMENT - STA SE-2A-104+00 TO STA SE-2A-122+00

0 200'SCALE : 1"=100'-0" 100'

E -2

A -9 7+

N E S

H E E T

C S

BORROW DITCH

TOP EDGE OF

TOE OF EMBANKMENT

EMBANKMENT

TOP OF

DRAINIAGE DITCH

TOP EDGE OF

BOTTOM EDGE

DRAINAGE DITCH

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

CENTERLINE

DRAINAGE DITCH

CONTROL LINE SE-2A

DAM EMBANKMENT

CENTERLINE

BORROW DITCH

CS111 FOR DETAILS.

STA D-123+30 TO STA D-123+90. SEE

DRAIN 27 DROP STRUCTURE FROM

BOTTOM EDGE

BORROW DITCH

WORK LIMTS

OF AGGREGATE.

AND DOES NOT INCLUDE THE 8"

FILL GRADE AT THE CENTERLINE

PROFILE DEPICTS IMPERVIOUS

-2

B O

R R

O W D

C H

E N

D O

DITCH EXCAVATION

EXISTING DRAIN 27 BORROW

20-405M

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

890 890

900 900

910 910

920 920

930 930

-0.12%GRADE =

EXISTING GRADE

BOTTOM OF SWALE

912.00EL

0+00.00STA

910.47EL

13+00.00STA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

0 7 0 8

T A

P C

S T A

P R

S T A

P T

T A

P O

,8 ,4 .8

,4 .1

S T A

P O

- 2

S T A

P T

O S

T A

P L

A N

D P

R O

E R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A N

S W

A L

E D

A U

L D

-B U

N O

E N

A M

CS106

F M

M S

E A

S x x x .d

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

PLAN - SWALE - STA 0+00 TO STA 13+00

PROFILE - SWALE - STA 0+00 TO STA 13+00

0 200'

VERTICAL SCALE : 1"=10'-0"

HORIZONTAL SCALE : 1"=100'-0" 100'

0 200'SCALE : 1"=100'-0" 100'

BORROW DITCH

TOP EDGE OF

BORROW DITCH

BOTTOM OF

CENTERLINE

BORROW DITCH

SWALE DITCH

TOP EDGE OF

SWALE DITCH BERM

TOP EDGE OF

DITCH BERM

TOE OF SWALE

DITCH

BOTTOM OF SWALE

SWALE DITCH BERM

TOP EDGE OF

DITCH BERM

TOE OF SWALE

GRADE INCLUDING 6 INCHES OF TOPSOIL.

PROFILE DEPICTS BOTTOM OF SWALE FINISH

NOTE:

DITCH BERM

TOE OF SWALE

DITCH BERM

TOE OF SWALE

CS302

20'-0"

R 20' TYP

WITH GEOTEXTILE TYPE 2

8" AGGREGATE SURFACE COURSE

DRAINAGE DITCH

EMBANKMENT

TYPE 3 BARRICADE

INSTALL 80' OF MUTCD

112TH AVE S

WORK LIMITS

OVER REMIANING PORTIONS.

NECESSARY TO PROVIDE 3' OF COVER

ENCOUNTERED REMOVE AS

WATERLINE ABANDONED IN PLACE. IF

20'-0"

ADJUCENT SLOPES. TYP

WILL TRANSITION BETWEEN

SLOPES ALONG THIS EDGE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W E

M A

R C

E L

T A

P O

E L

T A

P O

T A

P O

T A

P O

T A

P O

T A

P O

DS: PD: 2:50:17 PM 12/6/2021

FMMSE2A_CS107xxx.dgn

A N

D C

U L

V E

R T D

C H

E S

O D

U E

G O

C H

K S

U N

D E

R M

A N

W E

S T T

E R

A T

A U

L D

T R

-B

T N

E N

A M

CS107

F M

M S

C S x x x .d

A U

N E

S O

T A

S T P

A U

L D

T R

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H S

E -2

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

K M

A N

A G

E M

E N

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

N A

V D

L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

N A

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F .9

G E

PLAN - WEST TERMINATION

0 20'SCALE : 1"=10'-0" 10'

4H :1V

H :1

4H :1

4H:1V

R A

D E

R A

D E

SHEET KEYNOTES

INV EL 908.70

E 2872249.81

N 409085.03

SOUTH CULVERT 2 OUTLET 6.

INV EL 909.20

E 2872199.79

N 409083.81

SOUTH CULVERT 2 INLET 5

INV EL 908.70

E 2872249.54

N 409095.78

SOUTH CULVERT 1 OUTLET 4.

INV EL 909.20

E 2872199.53

N 409094.56

SOUTH CULVERT 1 INLET 3.

INV EL 909.50

E 2872245.63

N 409160.33

NORTH CULVERT OUTLET 2.

INV EL 910.00

E 2872200.64

N 409159.23

NORTH CULVERT INLET 1.

GENERAL SHEET NOTES

PROVIDED ON CS109, CS110, AND CS205.

ADDITIONAL INFORMATION ON CULVERTS AND RIPRAP 2.

CULVERTS 1 AND 2 SHALL BE 10.75 FT.

DISTANCE BETWEEN THE CENTERLINES OF SOUTH 1.

CS110

CS109

CS110

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

E L

T A

P O

E L

T A

P O

A N

E A

S T

T E

R M

N R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A U

L D

-B U

N O

E N

A M

CS108

F M

M S

E A

S x x x .d

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

PLAN - EAST TERMINATION

0 20'SCALE : 1"=10'-0" 10'

H :1

4H 1V

4H:1V

H :1

20'-0"

'-0

20'-0"

WITH GEOTEXTILE TYPE 2

8" AGGREGATE SURFACE COURSE

G R

A D

R A

D E

R 20' TYP

112TH AVE S

WORK LIMITS

BORROW DITCH

REMAINING PORTIONS.

TO PROVIDE 3' OF COVER OVER

ENCOUNTERED REMOVE AS NECESSARY

WATERLINE ABANDONED IN PLACE. IF

TYPE 3 BARRICADE.

INSTALL 60' OF MUTCD

ADJUCENT SLOPES. TYP

WILL TRANSITION BETWEEN

SLOPES ALONG THIS EDGE

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

T A

P O

T A

P O

R A

P P

L A

N O

R T

H D

H R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A U

L D

-B U

N O

E N

A M

CS109

F M

M S

E A

S x x x .d

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

PLAN - NORTH DITCH - STA 0+30 TO STA 0+70

PLAN - NORTH DITCH - STA 0+90 TO STA 1+50

0 4' 8'2' 0 4' 8'2'SCALE : 1/4"=1'-0"SCALE : 1/4"=1'-0"

BOTTOM OF DITCH

R30 RIPRAP

10'-0" 14'-0"

CSP FES

24" CSP X 45'

CSP FES

49'-2"

R 3' TYP

N N

H :1

T A

P O

R A

P P

L A

S O

U T

H D

H R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A U

L D

-B U

N O

E N

A M

CS110

F M

M S

C S x x x

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

PLAN - SOUTH DITCH - STA 0+22 TO STA 0+60

PLAN - SOUTH DITCH - STA 0+90 TO STA 1+50

0 4' 8'2' 0 4' 8'2'SCALE : 1/4"=1'-0"SCALE : 1/4"=1'-0"

BOTTOM OF DITCH

R30 RIPRAP

2 - CSAP FES

2 - 49"X33" CSP X 50'

R 5' TYP

2 - CSAP FES

N N

R30 RIPRAP3

H :1

4'-5" 31'-7"

45'-10"

4'-5"

" S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

- 1

S T

P O

123+00 123+10 123+20 123+30 123+40 123+50 123+60 123+70 123+80 123+90 124+00 124+10 124+20 124+30 124+40 124+50 124+60 124+70 124+80 124+90 125+00 125+10 125+20 125+30 125+40

890 890

900 900

910 910

GRADE = 25.00%

900.78EL

123+92.00STA

901.28EL

124+06.00STA

900.78EL

124+04.00STA

903.28EL

123+30.00STA

903.28EL

123+50.00STA

0.00%GRADE =

-5.95%

GRADE =

0.00%GRADE = -0.20%GRADE =

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

E S

M A

R C

A D

-1

T O

S T

A D

-1

P L

A N

D P

R O

E R

O D

U E

C G

O C

H E

K S

U N

D E

R M

A N

D R

O P

S T

R U

C T

A U

L D

-B U

N O

E N

A M

CS111

F M

M S

C S x x x

A U

L M

E S

O T

S T

A U

L D

F M

M S

O U

T H

E R

N E

M B

A N

K M

E N

T R

E A

C H

S E

-2 A

F A

R G

N D

F A

R G

O -M

O O

R H

E A

D F

L O

O D

K M

A N

A G

E M

E N

R E

D R

R O

F T

H E

N O

R T

H R

R B

A S

PROFILE - DROP STRUCTURE - STA D-123+00 TO STA D-125+45

0 20'

VERTICAL SCALE : 1"=10'-0"

HORIZONTAL SCALE : 1"=10'-0" 10'

PLAN -DROP STRUCTURE - STA D-123+00 TO STA D-125+45

0 20'SCALE : 1"=10'-0" 10'

N A

V D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

N D

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

S T

A R

T O

F R

A P

D R

O P

S T

R U

C T

U R

E S

T A

D -1

E N

D O

F R

A P

D R

O P

S T

R U

C T

U R

E S

T A

D -1

GEOTEXTILE TYPE 1

9" B2 BEDDING

16" R45 RIPRAP AND

16" R45 RIPRAP

9" B2 BEDDING

GEOTEXTILE TYPE 1

GRADE INCLUDING 6 INCHES OF TOPSOIL.

PROFILE DEPICTS BOTTOM OF DITCH FINISH

NOTE:

GENERAL SHEET NOTES

UTILIZE DETAIL CS/CS501 FOR EDGE OF RIPRAP TRANSITIONS. 1.

D-23+00 D-24+00 D-25+00 D-26+00 D-27+00 D-28+00 D-29+00 D-30+00 D-31+00 D-32+00 D-33+00 D-34+00 D-35+00 36+00 D-37+00 D-38+00 D-39+00 D-40+00 D-41+00 D-42+00 D-43+00 D-44+00

900 900

910 910

920 920

930 930

940 940

915.25EL

23+00.00STA

909.56EL

23+22.75STA

-25.00%GRADE =

EXISTING GRADE

BOTTOM OF DITCH

GRADE = -0.08%

20-403M

20-400M20-400M

20-401M20-401M

D-45+00 D-46+00 D-47+00 D-48+00 D-49+00 D-50+00 D-51+00 D-52+00 D-53+00 D-54+00 D-55+00 D-56+00 D-57+00 D-58+00 D-59+00 D-60+00 D-61+00 D-62+00 D-63+00 D-64+00 D-65+00 D-66+00

890 890

900 900

910 910

920 920

930 930

EXISTING GRADE

BOTTOM OF DITCH

-0.08%GRADE =

D-67+00 D-68+00 D-69+00 D-70+00 D-71+00 D-72+00 D-73+00 D-74+00 D-75+00 D-76+00 D-77+00 D-78+00 D-79+00 D-80+00 D-81+00 D-82+00 D-83+00 D-84+00 D-85+00 D-86+00 D-87+00 D-88+00

890 890

900 900

910 910

920 920

930…

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File details come from the government source that posted it. Updated Mar 9, 2022.