W9128F-19-R-0026_Plans.pdf

VICINITY MAP

NOT TO SCALE

VICINITY MAP

SPRINGS

COLORADO

DENVER

COLLINS

TRINIDAD

PUEBLO

WALSENBURG

JUNCTION

DURANGO

CANON

LAMAR

GRAND

GLENWOOD

WOODLAND

LIMON

SPRINGS

CITY

PARK

CORTEZ

MONTE

VISTA

STERLINGFORT

MORGAN

FORT

GUNNISON

LEADVILLE

STATE MAP

NOT TO SCALE

PROJECT LOCATION

PUEBLO

SALIDA

LOCATION MAP

NOT TO SCALE

TELLER DAM MODIFICATION

FORT CARSON

CONSTRUCTION DRAWINGS

TOWNSHIP 18S, RANGE 66W, WEST OF THE 6TH PM

PUEBLO COUNTY, COLORADO

WATER DIVISION 2, WATER DISTRICT 10,

SEO ID: 100440, NID CO 00902

UNITED STATES ARMY CORPS OF ENGINEERS - OMAHA DISTRICT

TELLER DAM

TURKEY CREEK ROAD

S T

O N

E

C

I T

Y

R

O A

D

TURKEY CREEK

PUEBLO

RTE 9

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/31/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

COVER SHEET, STATE

MAP, VICINITY MAP, AND

LOCATION MAP

G-001

VC

BMD

DAP

I HEREBY CERTIFY THAT THESE PLANS FOR THE TELLER DAM

MODIFICATION PROJECT WERE PREPARED UNDER MY DIRECT

SUPERVISION FOR THE UNITED STATES ARMY CORPS OF

ENGINEERS.

DON ANDREW POULTER REGISTRATION # 0019835

APPROVED ON THE ____ DAY OF ________ 20___.

STATE ENGINEER

BY: _____________________________________

WILLIAM T. MCCORMICK, III,

CO PE #29127, CHIEF, COLORADO DAM SAFETY

AND,

THESE PLANS REPRESENT THE AS-CONSTRUCTED CONDITIONS

OF TELLER DAM TO THE BEST OF OUR KNOWLEDGE AND

JUDGEMENT, BASED IN PART ON INFORMATION FURNISHED BY

OTHERS, AS OF ____ THE DAY OF ________, 20___.

DON ANDREW POULTER _____________________________

(ENGINEER'S PRINTED NAME) (SIGNATURE)

COLORADO

RTE 14

NOTES:

1. SEE DRAWING LIST ON SHEET G-002.

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COLORADO

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g6edxalb Stamp

ABBREVIATIONS (NOTE 5)

EQUALLY SPACED

CONCRETE

CLEAR

CENTER OR CENTERS

PENNY (as in nail - 10d)

DOUBLE

DOWELED CONTROL JOINT

DEGREE

DIAMETER

DIAGONAL

DIMENSION

DAMPPROOFING

DRAIN

DRAWING

DATUM

EXPOSED

EXISTING

EQUAL

ELEVATION - GRADE or BUILDING

EACH

BENT

BENCHMARK

APPROXIMATE

APPROVED

AMERICAN CONCRETE INSTITUTE

ANCHOR BOLT

CEMENT

CUBIC FEET PER MINUTE

CIRCULAR

CHECKED

CONTRACTING OFFICER'S REPRESENTATIVE

CONTINUOUS

CENTER TO CENTER

CENTER LINE

CLEANOUT OR COLORADO

CORRUGATED METAL PIPE

EXP

EQ SPC

EX

EQ

EL

EA

DIA OR Ø

DIAG

DIM

DP

DRN

DWG

DBL

DCJ

DEG OR °

d

D

CTR

CONC

CONT

COR

CMP

CO

CC or C to C

L or CL

CLR

CIR

CKD

C

CFM

CEM

BT

BM

APPD

APPROX OR ~

AB

ACI

LR LONG RADIUS

MIN

NTS

MTD

N

MH

MAX

NOT TO SCALE

MINIMUM

MOUNTED

NORTH OR NORTHING

MANHOLE

MAXIMUM

FEETFT OR '

GND or GRND

LBS

LONG

LP

IN OR "

INV

ID

IE

GR

GOVT

GPM

GA

GAL

GALV

FTG

INSIDE DIAMETER OR IDENTIFICATION

INVERT ELEVATION

LONGITUDINAL

POUNDS

LOW POINT

INCH

INVERT

GAGE or GAUGE

GALVANIZED

GOVERNMENT

GALLONS PER MINUTE

GRADE

GROUND

GALLON

FOOTING

F

FIN

FIG

FCG

FAHRENHEIT

FINISH

FIGURE

FACING

PL or P PLATE

L

SPACE OR SPACES

POINT OF TANGENCY

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

SQ or

STA

STD

STR

SPC

SCH

SECT

SHT

SIM

S

SQUARE

STATION

STANDARD

STRUCTURAL

SCHEDULE

SECTION

SIMILAR

SHEET

SOUTH, SLOPE, OR STRUCTURAL

RAD or R

RD

REINF

REV

PT

PSI

PSF

PLG

REINFORCEMENT

REVISION

RADIUS

ROUND OR ROAD

PILING

POINT OF CURVATURE

POINT OF INTERSECTIONPI

PC

PE POLYETHYLENE OR PROFESSIONAL ENGINEER

LIMIT OF SITE DISTURBANCE

CONTRACTOR STAGING/STOCKPILE AREA LIMITS

DIRECTION OF DRAINAGE/FLOW

EXISTING CONTOUR WITH ELEVATION IN FEET

LEGEND

INDICATES CROSS SECTION LOCATION. "B" REFERS

TO THE CROSS SECTION DESIGNATION. "03" REFERS

TO THE DRAWING NUMBER WHERE THE SECTION IS

CUT OR SHOWN

INDICATES DETAIL LOCATION. "1" REFERS TO THE

DETAIL DESIGNATION. "02" REFERS TO THE DRAWING

NUMBER WHERE THE DETAIL IS INDICATED OR SHOWN

MON MONUMENT

NAD NORTH AMERICAN DATUM

NA NOT APPLICABLE OR NOT AVAILABLE

NOMINAL DIA. OF REINFORCEMENT BAR

D

B

D

FS FAR SIDE

L DEVELOPMENT LENGTH

NEAR SIDENS

SST STAINLESS STEEL

PAVED ROAD/HIGHWAY

GRAVEL ROAD

AMERICAN NATIONAL STANDARDSANSI

INSTITUTE

DOWELDWL

BUILDING/STRUCTURE

NAVD NORTH AMERICAN VERTICAL DATUM

LIMIT OF EXCAVATION

BURIED FIBER OPTIC LINEBFO

B

PROPOSED CONTOUR WITH ELEVATION IN FEET4

RIPRAP

SAND

CONCRETE

DRAIN GRAVEL

FENCE

X

EXISTING CREST MARKER

AECOM 2017 PIEZOMETER

INCLINOMETER LOCATION

RCP REINFORCED CONCRETE PIPE

POT POINT ON TANGENT

BENCHMARK

B

BORING

C CIVIL

CONTROL POINTCP

GEN GENERAL

NWS NORMAL WATER SURFACE

OC

OCEW

OD

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OHU OVERHEAD UTILITY LINE

OHP OVERHEAD POWER

PIEZOMETERP

STANDARD PENETRATION TESTSPT

UNKNOWN, APPROXIMATE, OR

AND&

GREATER THAN

PERCENT

EASTINGE

NUMBER#

AT@

G GENERAL

INC INCORPORATED

NUMBERNO

TD00-IT

EXISTING BORING/PIEZOMETER

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/31/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

ABBREVIATIONS, LEGEND

AND DRAWING LIST

G-002

100% DESIGN DRAWING LIST

SHEET

NUMBER

SHEET

TITLE

SHEET TITLE AND DESCRIPTION

01 G-001

COVER SHEET, STATE MAP, VICINITY MAP, AND LOCATION MAP

02 G-002

ABBREVIATIONS, LEGEND AND DRAWING LIST

03 G-003

GENERAL NOTES, SPILLWAY/OUTLET WORKS RATING AND

STAGE-STORAGE CURVES, AND SITE ACCESS

04 V-004 EXISTING SITE PLAN

05 V-005 EXISTING EMBANKMENT PLAN

06 V-006 EXISTING EMBANKMENT PROFILES

07 V-007

EXISTING EMBANKMENT SECTIONS (SHEET 1 OF 2)

08 V-008

EXISTING EMBANKMENT SECTIONS (SHEET 2 OF 2)

09 V-009 EXISTING CULVERT PLAN AND PROFILE

10 V-010 BORROW AREA PLAN AND TEST PIT LOGS

11 C-011 GENERAL PLAN OF MODIFICATIONS

12 C-012 PLAN OF MODIFICATIONS AND SURVEY CONTROL - DAM AREA

13 C-013 EMBANKMENT MODIFICATION PLAN

14 C-014 EMBANKMENT MODIFICATION PROFILE AND SECTIONS

15 C-015

EMBANKMENT MODIFICATION PROFILE, SECTIONS, AND DETAIL

16 C-016 EMBANKMENT MODIFICATION SECTIONS AND DETAILS

17 C-017 EMBANKMENT MODIFICATION DETAILS

18 C-018 ABUTMENT TREATMENTS AND DETAILS

19 C-019 PARAPET WALL PLAN AND PROFILE

20 C-020 CUTOFF WALL AND GROUT CURTAIN PLAN

21 C-021 CUTOFF WALL PROFILE

22 C-022 GROUT CURTAIN PROFILE

23 C-023 TOE DRAIN MODIFICATION PLAN

24 C-024 TOE DRAIN MODIFICATION PROFILES AND DETAILS

25 C-025 TOE DRAIN MODIFICATION DETAILS

26 C-026 TOE DRAIN MODIFICATION SECTIONS AND DETAILS

27 C-027 CULVERT REPLACEMENT PLAN AND PROFILE

28 IN-028 INSTRUMENTATION PLAN

29 IN-029 INSTRUMENTATION SECTION AND DETAILS

30 IN-030 INSTRUMENTATION DETAILS

31 S-031 STRUCTURAL NOTES

32 S-032 STRUCTURAL DETAILS

33 S-033 PARAPET WALL STRUCTURAL SECTIONS AND DETAILS

34 S-034

U/S CULVERT HEADWALL PLAN, ELEVATION AND SECTIONS

35 S-035

D/S CULVERT HEADWALL PLAN, ELEVATION AND SECTION

36 S-036 U/S CULVERT HEADWALL TRASHRACK

CUTOFF WALL EXTENT

VC

BMD

DAP

AECOM 2017 BORING

AECOM 2017 TEST PIT

TP1-1

PIEZOMETERPZ

LIDAR LIGHT DETECTION AND RANGINNG

PLUS OR MINUS±

WATERLINE OR CREEK

UNITED STATES INTERSTATE HIGHWAY

UNITED STATES ROUTE

TITLE1

TITLE2

HP

HR

HIGH POINT

HOUR

HDPE HIGH DENSITY POLYETHYLENE

HOR HORIZONTAL

H HORIZONTAL

JT JOINT

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF TANGENCY

WS

W/

WATERSTOP

WITH

VPT

VPI

VPC

V OR VERT

W

TE

TOC

TYP

VERTICAL

WEST

TOP ELEVATION

TOP OF CONCRETE

TYPICAL

TAN

TOP AND BOTTOM

TANGENT

WP WORKING POINT

TRANS TRANSVERSE

UV UNIFORMLY VARYING LENGTHS OF BARS

BETWEEN LENGTHS SHOWN

U/S UPSTREAM

US UNITED STATES

TP TEST PIT

X BY

VER VERTICAL OR VERSION

USACE UNITED STATES ARMY CORPS OF ENGINEERS

TBD TO BE DETERMINED

T&B

ESTIMATED BOUNDARY

CENTERLINE

AECOM 2017 ANGLED PIEZOMETER

BEGINNING POINTBP

END POINTEP

FES FLARED END SECTION

MSL MEAN SEA LEVEL

PM PRINICIPAL MERIDIAN

RTE ROUTE

USGS UNITED STATES GEOLOGICAL SURVEY

EMBANKMENT FILL/CLAY

ALLUVIUM/SANDY CLAY/CLAYEY SAND

SANDSTONE

SHALE

SAND WITH SILT AND GRAVEL

SILTY SAND

SILTY, CLAYEY GRAVEL

CONTROL POINT

SECTION LINE

VEGETATION

TREE LIMITS

SEEPAGE AREAS

EXISTING FEATURE

INTERBEDDED SANDSTONE AND SHALE

SHALEY SANDSTONE

DOWNSTREAMD/S

ROCKFILL TOE

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SCALE IN FEET

0 7000 14000 21000

SITE ACCESS MAP

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

GENERAL NOTES,

SPILLWAY/OUTLET WORKS

RATING AND

STAGE-STORAGE CURVES,

AND SITE ACCESS

G-003

VC

BMD

DAP

8A

GATE 12

TELLER DAM

WATER

HYDRANT

GATE 15

GATE 1 AT

NELSON BLVD

7 7A

9A

15A

10A

10A

14A

FORT CARSON

PROPERTY LINE

INTERSTATE ROUTE

FEDERAL ROUTE

STATE ROUTE

INSTALLATION ROUTE

DAM ACCESS ROUTE

SITE ROUTES

PROPERTY LINE

LEGEND:

GENERAL NOTES:

1. TOPOGRAPHY IS BASED ON SURVEY PERFORMED BY

AECOM IN NOVEMBER 2017. ADDITIONAL TOPOGRAPHY

BASED ON LIDAR DATA PROVIDED BY USACE.

2. HORIZONTAL COORDINATES AND ELEVATIONS ARE IN US

SURVEY FEET. HORIZONTAL CONTROL IS BASED ON NAD83,

COLORADO STATE PLANE COORDINATES SOUTH ZONE.

ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL USING

NAVD 88 DATUM.

3. LOCATIONS OF EXISTING FACILITIES (INCLUDING DRAIN

PIPES, CHANNELS, MATERIAL LIMITS, INLET AND OUTLET

WORKS, ETC. SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO THE START OF WORK AND INCLUDED IN

SUBMITTALS AS APPROPRIATE.

4. SURVEY CONTROL, CREST CENTERLINE, AND BENCHMARKS

SHOULD BE ESTABLISHED PRIOR TO CONSTRUCTION AND

INCLUDED IN SUBMITTALS AS APPROPRIATE.

5. STRUCTURAL ABBREVIATIONS SHOWN ON SHEET S-031.

6. WITH THE EXCEPTION OF CORE DEPTHS, ALL EXISTING

MATERIAL, WATER TABLE, RESERVOIR WATER ELEVATION,

BEDROCK, BOULDER, NATURAL AND CONSTRUCTED

FEATURE ELEVATIONS ARE APPROXIMATE AND MAY VARY

FROM APPROXIMATE DIMENSIONS AND DEPTHS SHOWN.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS

ASSOCIATED WITH PROVIDING ALL DEWATERING,

MODIFICATION OF CONSTRUCTION

TECHNIQUES/DETAILS/DEPTHS, ADDITIONAL MATERIALS

REQUIRED, AND DELAYS DUE TO VARIATIONS IN

APPROXIMATED DIMENSIONS AND DEPTHS OR WEATHER.

7. TOP OF PARAPET WALL DESIGN SET AT EL 5513.3 FT

(NAVD88) (8.3 FT ABOVE RAISED CREST FILL ELEVATION).

8. FOR BID PURPOSES, ASSUME WALL HEIGHT REDUCED TO

7.3 FT ABOVE CREST FILL REGARDLESS OF CALL OUT

SHOWN IN DRAWINGS. THEREFORE, TOP OF WALL AT EL

5512.3 FT WITHOUT CREST FILL CAMBER AND EL 5514.3 FT

WITH CREST FILL CAMBER INCLUDED (SEE SHEETS C-016

AND C-017).

RANGE

CONTROL

ACCESS

ROUTE TO

TELLER DAM

STAGE-STORAGE CURVE (AS PROVIDED BY USACE)

OUTLET WORKS RATING CURVE (AS PROVIDED BY USACE)

SPILLWAY RATING CURVE (AS PROVIDED BY USACE)

E L

E V

A T

I O

N

F

E E

T

W A

T E

R

S

U R

F A

C E

L E

V A

T I O

N

F

E E

T

W A

T E

R

S

U R

F A

E

V A

T I O

N

F

E E

T

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1,643,000 N

1,644,000 N

1,645,000 N

1,646,000 N

1,647,000 N

1,648,000 N

1,649,000 N

1,642,000 N

1,641,000 N

E

E

E

E

E

E

E

E

E

1,643,000 N

1,644,000 N

1,645,000 N

1,646,000 N

1,647,000 N

1,648,000 N

1,649,000 N

1,642,000 N

1,641,000 N

E

E

E

E

E

E

E

E

E

SCALE IN FEET

0 500 1000 1500

EXISTING SITE PLAN

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

EXISTING SITE PLAN

V-004

TELLER

RESERVOIR

TURKEY CREEK

BORROW AREA 2

SEE SHEET V-010

RTE 9

RTE 14

EXISTING CULVERT SITE

SEE SHEET V-009

EMERGENCY SPILLWAY

CONTROL SILL

TELLER DAM

EXISTING EMBANKMENT SITE

SEE SHEET V-005 THROUGH V-008

VC

BMD

DAP

BORROW AREA 1

SEE SHEET V-010

TABLE 1: EXISTING BORINGS AND PIEZOMETERS SUMMARY (NOTE 1)

ID YEAR

DRILLED BY

GROUND SURFACE

ELEVATION (FT MSL)

NORTHING

(FT) EASTING (FT)

C-1 2017 AECOM 5362.28 1643665.397 3191065.698

C-2 2017 AECOM 5363.53 1643662.09 3190969.465

ES-1 2017 AECOM 5482.65 1646007.803 3194542.96

ES-2 2017 AECOM 5490.02 1645983.054 3195060.043

ES-3 2017 AECOM 5484.28 1645997.546 3194636.827

ES-4 2017 AECOM 5494.52 1646038.903 3194141.271

AB-1A 2017 AECOM 5517.26 1647422.016 3193239.53

AB-1 2017 AECOM 5517.07 1647415.193 3193235.5

AB-2 2017 AECOM 5513.08 1647318.556 3193221.439

AB-3 2017 AECOM 5513.2 1647257.421 3193171.127

AB-4 2017 AECOM 5515.16 1647357.735 3193221.67

AB-5 (NOTE 2) 2017 AECOM 5508 1647243 3193278

AD-1 2017 AECOM 5498.35 1647183.65 3192800.651

AD-2 2017 AECOM 5498.49 1647258.081 3193037.898

AD-3 2017 AECOM 5499.01 1647267.141 3193064.345

AD-4 2017 AECOM 5457.82 1646973.89 3192510.784

AD-5 2017 AECOM 5468.63 1647059.279 3192685.821

AD-6 2017 AECOM 5503.98 1647092.646 3192481.16

AD-7 2017 AECOM 5469.13 1647103.023 3192823.789

AD-8 2017 AECOM 5469.48 1647175.877 3193049.502

AD-9 (NOTE 2) 2017 AECOM 5506 1647281 3193121

PZ-1A N/A (NOTE 5) 5488.26 1647165.419 3192477.223

PZ-1B N/A (NOTE 5) 5502.6 1647079.564 3192503.029

PZ-1C N/A (NOTE 5) 5457.39 1646971.503 3192525.199

PZ-1 (DH-1) 1986 USACE 5506.16 1647081.673 3192428.345

PZ-2 (DH-2) 1986 USACE 5498.13 1647146.026 3192706.399

DH-3 (PZ-3

removed)

(NOTES 2 AND 3)

1986 USACE 5498 1647226 3192940

DH-4 (PZ-4

removed)

(NOTES 2 AND 3)

1986 USACE 5513 1647296 3193167

PZ-5 (DH-5) 1986 USACE 5422.91 1646937.216 3192784.735

PZ-6 (DH-6) 1986 USACE 5426.35 1646987.402 3192906.967

TD00-IT 2000 USACE 5498.43 1647130.052 3192591.197

NOTES:

1. BORING AND PIEZOMETER LOCATIONS ARE SHOWN ON SHEETS REFERENCED ON

SITE PLAN.

2. COORDINATES AND ELEVATION INFORMATION ESTIMATED FROM AUTOCAD USING

2017 AECOM TOPOGRAPHY BASED ON SURVEY PERFORMED BY AECOM IN

NOVEMBER 2017. ADDITIONAL TOPOGRAPHIC INFORMATION BEYOND 2017 AECOM

SURVEY LIMITS BASED ON LIDAR DATA PROVIDED BY USACE.

3. 1986 BORINGS MAY HAVE HAD DIFFERENT GROUND SURFACE ELEVATIONS.

4. HORIZONTAL COORDINATES AND ELEVATIONS ARE IN US SURVEY FEET.

HORIZONTAL CONTROL IS BASED ON NAD83, COLORADO STATE PLANE

COORDINATES SOUTH ZONE. ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL

USING NAVD 88 DATUM.

5. AGENCY OR FIRM, WHICH INSTALLED PIEZOMETERS PZ-1A THROUGH PZ-1C, IS

UNKNOWN.

FENCE LINE

EXISTING BENCHMARK

EL 5519.73

N: 1647449.26'

E: 3193200.15'

FORT CARSON

PROPERTY LINE

RESERVOIR EXTENTS

WITH WATER LEVEL AT

LOWER GATE INV EL 5463.3

RESERVOIR EXTENTS

WITH WATER LEVEL AT

EMERGENCY SPILLWAY

INV EL 5479.5

EXISTING BENCHMARK

EL 5509.66

EMERGENCY

SPILLWAY CHANNEL

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PZ-1A

PZ-1

AD-6

PZ-1B

AD-4

PZ-1C

AD-5

TD00-IT

PZ-2

AD-7

PZ-5

PZ-6

AD-1

DH-3

AD-8

AD-2

AD-3

AD-9

DH-4

AB-3

AB-5

AB-2

AB-4

AB-1A

AB-1

CM1

CM8

CM2

CM9

CM10

CM3

CM11

CM4

CM5

CM12

CM6

CM13

CM7

CM14

12+00

0+00

1+00

2+00

3+00

4+00

5+00 6+00 7+00 8+00 9+00 10+00 11+00

85.9'

REFERENCE CONTROL POINTS

POINT #

NORTHING

1647007.22

1647359.29

EASTING

3192222.60

3193369.79

DESCRIPTION

EXISTING EMBANKMENT CL BP

EXISTING EMBANKMENT CL EP

PLAN

SCALE IN FEET

0 50 100 150

D

V-007

E

V-008

LEGEND:

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

EXISTING

EMBANKMENT PLAN

V-005

VC

KGA

BMD

NOTES:

A

V-006

C

V-007

F

V-008

B

V-006

EMBANKMENT CREST

EL 5498.5

TELLER RESERVOIR

BENCH

EL 5470.0

STILLING BASIN

CONCRETE

LINED DITCH

12" DIA SUBDRAIN PIPES

(NOTE 2)

ACCESS ROAD

ACCESS ROAD

ACCESS MANHOLE

TURKEY CREEK

EXISTING BORING/PIEZOMETER

EXISTING CREST MARKER

AECOM 2017 BORING

AECOM 2017 PIEZOMETER

AECOM 2017 ANGLED PIEZOMETER

EXISTING INCLINOMETER

CONTROL POINT

EXISTING BENCHMARK

1. SEE SHEET V-004 FOR TABLE LISTING LOCATIONS OF BORINGS AND PIEZOMETERS.

2. LOCATIONS OF EXISTING INTAKE TOWER, OUTLET PIPE, AND SUBDRAIN SEEPAGE

COLLECTION SYSTEM ARE BASED ON USACE AUGUST 1987 RECORD DRAWINGS FOR

TELLER DAM REPAIR PROJECT. THE LOCATION OF THE SUBDRAIN SEEPAGE

COLLECTION SYSTEM IS APPROXIMATE ONLY. INVERT ELEVATIONS AND DIAMETERS

SHOWN FOR OUTFALL PIPES ARE BASED ON 2017 SURVEY BY AECOM.

3. EXISTING CENTERLINE STATIONING IS BASED ON CONTROL POINT 101 AT STA 0+00

AND CONTROL POINT 102 AT STA 12+00.

4. CONTRACTOR SHALL CONFIRM LOCATIONS AND ELEVATIONS OF EXISTING FACILITIES

(INCLUDING DRAINS, SUBDRAINS, DITCHES, AND PIPELINES) PRIOR TO CONSTRUCTION.

5. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND PERFORMANCE OF EXISTING

FACILITIES. REPLACE OR REPAIR OF FACILITIES REQUIRED DUE TO CONTRACTOR'S

ACTIONS (INCLUDING HIS SUBCONTRACTORS AND VENDORS) SHALL BE COMPLETED

AT HIS COST.

TOP INCLINED

FILTER BLANKET

EL 5430.0 (NOTE 2)

FILTER BLANKET

(NOTE 2)

FINGER DRAINS

(NOTE 2)

ABANDONED

OUTLET WORKS

OUTLET

WORKS INTAKE

STRUCTURE

(NOTE 2)

L EMBANKMENT

(NOTE 3)

C

APPROXIMATE

RIPRAP EXTENT

8" DIA SUBDRAIN PIPE

(NOTE 2)

APPROXIMATE RIPRAP EXTENT

LARGE BOULDER (TYP)

8' LONG 24" DIA RCP

USGS GAUGE AND WEIR BOX

8" DIA SUBDRAIN PIPE

INV EL 5399.40 (NOTE 2)

TO TURKEY CREEK

USGS GAUGE

AND WEIR BOX

INV EL 5427.59

INV EL

5415.45

INV EL 5427.40

EXISTING

BENCHMARK

EL 5519.73

EXISTING GAUGE

HOUSE

SOME 2015 SEEPAGE ORIGINATED IN

THIS GENERAL AREA NEAR TREES

2015 SEEPAGE OBSERVED COMING

FROM RIPRAP MOUND, EXACT

ORIGIN UNDERNEATH UNKNOWN

L BENCH

C

APPROXIMATE CREST LIMITS

OUTLET PIPE

(NOTE 2)

APPROXIMATE

RIPRAP EXTENT

APPROXIMATE

RIPRAP EXTENT

TREE LIMIT

TREE LIMIT

TREE

LIMIT

EXISTING

BENCHMARK

EL 5509.66

VEGETATION

VEGETATION

VEGETATION

EXISTING LEFT

ABUTMENT SUBDRAIN

VEGETATION

VEGETATION

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16(SS)

36(SS)

17, 50/3"(SS)

28(SS)

24(CA)

5(SS)

9(CA)

9(CA)

4(SS)

7(SS)

13(CA)

9(SS)

8(CA)

79/11"

40, 50/1"

50/8"(CA)

12(SS)

10(CA)

5(SS)

12(CA)

6(SS)

13(SS)

14(CA)

9(SS)

13(CA)

11(SS)

13(CA)

64/10"(SS)

50(SS)

28(SS)

50/1"(SS)

50/5"(SS)

12(CA)

34(SS)

12(SS)

5(SS)

6(SS)

7(SS)

7(SS)

5(SS)

4(SS)

7(SS)

5(SS)

12(SS)

8(SS)

4(SS)

50/1"(CA)

AD-8

OFFSET 4.56' U/S

AD-4

OFFSET 30.48' U/S

AD-7

OFFSET 1.14' U/S

(SS)

(SS)

AD-4

OFFSET 30.48' D/S

AD-8

OFFSET 4.56' U/S

AD-7

OFFSET 1.14' U/S

E L

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STATION (FT)

2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50

4(SS)

4(SS)

6(SS)

10(SS)

5(SS)

13(SS)

17(SS)

13(SS)

15(SS)

8(SS)

5(SS)

6(SS)

5(SS)

7(SS)

14(SS)

"(SS)

10(SS)

15(SS)

13(SS)

24(SS)

23(SS)

15(SS)

6(SS)

13(SS)

8(SS)

16(SS)

10(SS)

10(SS)

2(SS)

6(SS)

7(SS)

5(SS)

4(SS)

8(SS)

9(SS)

16(SS)

19(SS)

27(SS)

37(SS)

19(SS)

18(SS)

18(SS)

7(SS)

13(SS)

4(SS)

13(SS)

12(SS)

15(SS)

10(SS)

8(SS)

7(SS)

8(SS)

7(SS)

8(SS)

7(SS)

11(SS)

9(SS)

17, 50/3" (SS)

21(SS)

60(CA)

5(SS)

10(SS)

(SS)

(SS)

5(SS)

11(SS)

7(SS)

19(SS)

5(SS)

6(SS)

5(SS)

17(SS)

11(SS)

9(SS)

8(SS)

8(SS)

9(SS)

6(SS)

8(SS)

14(SS)

15(SS)

7(SS)

16(SS)

16(SS)

36(SS)

51(SS)

60/2"(SS)

120(SS)

10(SS)

12(SS)

13(SS)

13(SS)

7(SS)

4(SS)

7(SS)

13(SS)

7(SS)

10(SS)

5(SS)

9(SS)

12(SS)

8(SS)

14(SS)

15(SS)

21(SS)

16(SS)

29(SS)

40(SS)

46(SS)

63(SS)

67(SS)

78(SS)

17, 60/5"

PZ-1B

OFFSET 13.12' D/S

AD-6

OFFSET 5.81' U/S

PZ-1

OFFSET 10.81' U/S

TD00-IT

OFFSET 9.28' U/S

PZ-2

OFFSET 9.25' D/S

AD-1

OFFSET 0.93' D/S

AD-2

OFFSET 0.62' U/S

AD-3

OFFSET 1.52' U/S

AD-9

OFFSET 2.27' D/S

AB-2

OFFSET 4.58' U/S

DH-3

OFFSET 1.80' D/S

DH-4

OFFSET 0.82' D/S

AB-3

OFFSET 39.10' D/S

AB-4

OFFSET 41.97' U/S

(SS)

SCALE IN FEET

0 50 100 150

C

ABANDONDED

OUTLET CONDUIT

EMBANKMENT CENTERLINE PROFILE

A

V-005

LEGEND:

EMBANKMENT FILL

ALLUVIUM

SANDSTONE

INTERBEDDED DAKOTA

SANDSTONE AND SHALE

SHALEY SANDSTONE

INTERBEDDED

SANDSTONE

AND SHALE

INTERBEDDED

SANDSTONE

AND SHALE

SCALE IN FEET

0 50 100 150

DOWNSTREAM BENCH PROFILE

B

V-005

SHALE/PURGATOIRE FORMATION

ABANDONDED

OUTLET CONDUIT

EXISTING LOW LEVEL

OUTLET CONDUIT

INV EL ~5452.8

EXISTING GROUND

EXISTING GROUND

RIGHT ABUTMENT

TOP OF BENCH

EL ±5470.0

LEFT ABUTMENT

4(SS)/(CA)

EXISTING LOW LEVEL

OUTLET CONDUIT

INV EL 5463.3 AT INTAKE

RIGHT ABUTMENT

AD-5

NOTES:

1. SUBSURFACE CONDITIONS SHOWN ON THIS DRAWING ARE

APPROXIMATE. CONDITIONS MAY VARY BETWEEN BORING

SAMPLES AND AREAS BETWEEN BORINGS ARE INTERPOLATED

BORING LOCATIONS. SEE SPECIFICATIONS FOR BORING LOGS.

2. STRATIGRAPHY IS AN INTERPRETATION OF BORING LOGS AND

IS APPROXIMATE.

3. AECOM BORINGS NOT COMPLETED AS OPEN TUBE

PIEZOMETERS WERE BACKFILLED WITH BETONITE-GROUT.

4. RESERVOIR ELEVATION AT TIME OF DRILLING/EXCAVATION

WAS BELOW OUTLET WORKS INTAKE ELEVATION.

SHALE/PURGATOIRE FORMATION

INDICATES THAT 4 BLOWS FROM A 140-LB HAMMER FALLING 30 INCHES WERE

REQUIRED TO DRIVE A 2-INCH DIA SPLIT BARREL SAMPLER 12 INCHES OR THE

DISTANCE INDICATED. SS AND CA REFER TO SPLIT-BARREL OR MODIFIED CALIFORNIA

BARREL SAMPLERS, RESPECTIVELY, USED AT THE INTERVAL INDICATED

OPEN TUBE PIEZOMETER SCREEN LOCATION

INDICATES GROUNDWATER LEVEL ENCOUNTERED AT TIME OF DRILLING

INDICATES GROUNDWATER LEVEL MEASURED IN THE PIEZOMETERS ON 12/29/2017

APPROXIMATE GEOLOGIC CONTACT

INTERBEDDED

SANDSTONE

AND SHALE

SHALE/PURGATOIRE FORMATION

OFFSET

9.34' U/S

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

EXISTING

EMBANKMENT

PROFILES

V-006

VC

KGA

BMD

LEFT ABUTMENT

EXISTING

EMBANKMENT CREST

EL 5498.5

L EXISTING EMBANKMENT

ESTIMATED TOP OF SEDIMENT

AT DAM EL ±5463

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AD-1

AD-7

50/4"

17,50/3"

50/8"

64/10"

50/1"

50/5"

60, 60/5"

60/3"

SCALE IN FEET

0 30 60 90

SECTION AT EXISTING EMBANKMENT CL STA 6+00

D

V-005

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

EXISTING

EMBANKMENT

SECTIONS

(SHEET 1 OF 2)

V-007

VC

KGA

BMD

NOTES:

EXISTING BUTTRESS

SURFACE

TOP OF INCLINED FILTER BLANKET

EL 5430.0

(SEE NOTE 2, SHEET V-005)

NORMAL OPERATING POOL

EL 5473.3 (NOTE 3)

TOP OF BENCH

EL ±5470.0

APPROXIMATE TOP

OF FOUNDATION

ESTIMATED TOP OF

SEDIMENT AT DAM

EL ±5463

EXISTING EMBANKMENT

L EMBANKMENT

C

3' THICK FINGER DRAIN (10' WIDE)

AT STA 5+00, 5+50, 6+00, AND 6+50

(SEE NOTE 2, SHEET V-005)

ORIGINAL EMBANKMENT

SURFACE (APPROXIMATE)

EMBANKMENT CREST

EL 5498.5

3H:1V

2.5H:1V

3.5H:1V

SEDIMENT

ESTIMATED ORIGINAL

EMBANKMENT SURFACE

EXISTING RIPRAP

NOT SHOWN

1. FOR LEGEND, SYMBOLS, AND NOTES, SEE SHEET V-006.

2. PZ-5 IS OFFSET 83.1 FT RIGHT OF SECTION LINE AND PZ-6 IS OFFSET 48.4

FT LEFT OF SECTION LINE. PZ-5 AND PZ-6 WERE DRILLED IN 1986 AT

ORIGINAL GROUND SURFACE. PIEZOMETERS WERE EXTENDED TO THE

BUTTRESS SURFACE IN 1987.

3. INVERT OF UPPER GATE ON INTAKE TOWER AT EL 5473.3.

SCALE IN FEET

0 30 60 90

SECTION AT EXISTING EMBANKMENT CL STA 3+25

C

V-005

AD-6

AD-4

L EMBANKMENT

C

EMBANKMENT CREST

EL 5498.5

EXISTING EMBANKMENT

PZ-6

(NOTE 2)

PZ-5

(NOTE 2)

SHALE/PURGATOIRE FORMATION

2.5H:1V

NORMAL OPERATING POOL

EL 5473.3 (NOTE 3)

ESTIMATED TOP OF

SEDIMENT AT DAM

EL ±5463

3.5H:1V

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STATION (FT)

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DH-3

10(SS)

12(SS)

13(SS)

13(SS)

7(SS)

4(SS)

7(SS)

13(SS)

7(SS)

10(SS)

5(SS)

9(SS)

12(SS)

8(SS)

14(SS)

15(SS)

21(SS)

16(SS)

29(SS)

40(SS)

46(SS)

63(SS)

67(SS)

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17, 60/5" (SS)

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STATION (FT)

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AB-2

OFFSET 8.49' WEST

AB-1

OFFSET 2.09' EAST

AB-1(A)

OFFSET 5.88' EAST

PROVIDE 6" OF COVER

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 0/2019

Fort Carson DPW

EXISTING

EMBANKMENT

SECTIONS

(SHEET 2 OF 2)

V-008

VC

KGA

BMD

SCALE IN FEET

0 30 60 90

SECTION AT EXISTING

EMBANKMENT CL STA 7+50 (OUTLET WORKS)

E

V-005

NOTES:

EXISTING INCLINED FILTER BLANKET

(SEE NOTE 2, SHEET V-005)

INTAKE STRUCTURE DECK

EL 5485.2

ESTIMATED TOP

OF FOUNDATION

TOP OF STILLING

BASIN HEADWALL

EL 5407.2

3H:1V

2.5H:1V

2.5H:1V

ACCESS

MANHOLE

L EMBANKMENT

C

EMBANKMENT CREST

EL 5498.5

ESTIMATED ORIGINAL

EMBANKMENT SURFACE

48" RCP CONDUIT

EXISTING EMBANKMENT

INTAKE STRUCTURE

OVERFLOW WEIR

INV EL 5481.2

UPPER GATE

INV EL 5473.3

LOWER GATE

INV EL 5463.3

EXISTING RIPRAP

NOT SHOWN

1. FOR LEGEND, SYMBOLS, AND NOTES, SEE SHEET V-006.

2. SOURCE OF PERVIOUS BLANKET EXTENT AND DETAILS

ARE THE USACE AUGUST 1987 RECORD DRAWINGS FOR

TELLER DAM REPAIR PROJECT.

SEDIMENT

ESTIMATED TOP OF

SEDIMENT AT DAM

EL ±5463

SCALE IN FEET

0 30 60 90

LEFT ABUTMENT SECTION

F

V-005

AB-5

OFFSET 50.67' EAST

NOTE: DRILLED 30° FROM

VERTICAL AT AN AZIMUTH OF 310°

SANDSTONE

INTERBEDDED

SANDSTONE AND SHALE

EXISTING GROUND

TOP OF BENCH

EL ±5470.0

EXISTING BUTTRESS SURFACE

SHALE/PURGATOIRE FORMATION

APPROXIMATE

SHALE/PURGATOIRE

FORMATION CONTACT

AB-5 BOTTOM

OFFSET 8.87' EAST

L OF EXISTING

EMBANKMENT

STA 10+53.62

C

30.0' PERVIOUS BLANKET

UPSTREAM END OF PERVIOUS

BLANKET (NOTE 2)

TYPICAL PERVIOUS BLANKET SECTION ALONG CONDUIT

NTS

V-008

2.5

2.5

48" DIA RCP CONDUIT

ON CONCRETE CRADLE

PERVIOUS BLANKET ONLY AT

DOWNSTREAM SECTION OF CONDUIT

COMPLETED EXISTING

EMBANKMENT FILL

(SEE DETAIL 1,

SHEET V-008)

(NOTE 2)

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STATION (FT)

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33(CA)

39(SS)

25(CA)

14(SS)

22(CA)

15(SS)

50/10"(SS)

50/1"(SS)

12(CA)

50/1"(SS)

50/1"(SS)

30(SS)

C-2

C-1

X

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AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

EXISTING CULVERT PLAN

AND PROFILE

V-009

VC

KGA

BMD

NOTES:

1. SEE SHEET V-004 FOR TABLE LISTING LOCATIONS OF BORINGS AND

PIEZOMETERS AT THE SITE.

2. FOR NOTES, SEE SHEET V-006.

3. STRATIGRAPHY IS AN INTERPRETATION OF BORING LOGS AND IS APPROXIMATE.

4. AECOM BORINGS BACKFILLED WITH CUTTINGS TO GROUND SURFACE.

5. NO WORK SHALL BEGIN ON CULVERT REPLACEMENT UNTIL APPROVAL OF A

WORK PLAN THAT INCLUDES PROTECTION OF THE FIBER OPTIC CABLE IS

RECEIVED FROM THE COR.

6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTAINING OPERATION

OF THE FIBER OPTIC CABLES THROUGHOUT CONSTRUCTION AND UNTIL

ACCEPTANCE OF THE CULVERT REPLACEMENT IS GRANTED BY THE COR.

COMPLETION OF WORK SHALL INCLUDE FINAL ROAD SURFACE RESTORATION,

SITE GRADING, AND RIPRAP PLACEMENT. CUTTING AND SPLICING OF FIBER

OPTIC LINES OR REMOVAL AND REPLACEMENT OF FIBER OPTIC LINES FOR

CONSTRUCTION CONVENIENCE IS NOT ACCEPTABLE UNLESS OTHERWISE

APPROVED BY THE COR.

7. REPAIR AND/OR REPLACEMENT OF DAMAGED FIBER OPTIC DURING

CONSTRUCTION SHALL BE TO THE OWNER AND COR'S SATISFACTION AND

COMPLETED AT THE EXPENSE OF THE CONTRACTOR.

8. NO WORK SHALL COMMENCE FOR REPAIR OR REPLACEMENT OF FIBER OPTIC

LINE WITHOUT A WORK PLAN APPROVED BY THE COR.

SCALE IN FEET

0 10 20 30

EXISTING ROAD PROFILE

A

V-009

C-2

C-1

RTE 14

CULVERT

(2 x 30" DIA CMP)

LEGEND:

SANDY CLAY/CLAYEY SAND, SLIGHTLY MOIST, STIFF TO HARD, MEDIUM

DENSE TO VERY DENSE, BROWN, LIGHT BROWN, WHITE TO LIGHT BROWN,

WHITE TO LIGHT GRAY, BROWN TO DARK BROWN, SOME TO WITH GRAVEL

SAND WITH SILT AND GRAVEL, WET, MEDIUM DENSE TO VERY DENSE,

REDDISH BROWN OR LIGHT BROWN, FINE TO COARSE

SILTY SAND, SLIGHTLY MOIST, DENSE, LIGHT REDDISH BROWN, WITH

GRAVEL

SANDSTONE, LIGHT GRAY TO LIGHT BROWN, FRIABLE

APPROXIMATE GEOLOGIC CONTACT

INDICATES THAT 4 BLOWS FROM A 140-LB HAMMER FALLING 30 INCHES

WERE REQUIRED TO DRIVE A 2-INCH DIA SPLIT BARREL SAMPLER 12

INCHES OR THE DISTANCE INDICATED. SS AND CA REFER TO

SPLIT-BARREL OR MODIFIED CALIFORNIA BARREL SAMPLERS,

RESPECTIVELY, USED AT THE INTERVAL INDICATED

INDICATES GROUNDWATER LEVEL ENCOUNTERED AT TIME OF DRILLING

4(SS)/(CA)

TURKEY CREEK

FLOW

INV EL 5357.26

INV EL 5356.21

USGS GAUGE

APPROXIMATE LOCATION

OF GAUGE CONNECTION

INV EL 5355.03

INV EL

5355.05

CULVERT

(2 x 30" DIA CMP)

STOCKADE

FENCE

RTE 14

EXISTING BARB

WIRE FENCE

A

V-009

SCALE IN FEET

0 10 20 30

APPROXIMATE LOCATION

OF FIBER OPTIC CABLES

(NOTE 5 AND 6)

EXISTING CULVERT PLAN

APPROXIMATE

EDGE OF ROAD

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D E

P T

H

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F

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T

D E

P T

H

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T

D E

P T

H

E

T

D E

P T

H

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BORROW AREAS 1 AND 2 PLAN

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

BORROW AREA PLAN AND

TEST PIT LOGS

V-010

VC

KGA

BMD

LEGEND:

TABLE 1: TEST PIT SUMMARY*

TEST PIT

ID

TOTAL

DEPTH

(FT)

GROUND SURFACE

ELEVATION (FT MSL) NORTHING (FT) EASTING (FT)

1-1 7 5453.82 1643954.198 3193919.635 1-2 3 5470.03 1644551.791 3193985.053 1-3 3.5 5497.46 1645477.725 3193896.509 1-4 11 5483.3 1645277.57 3194949.301 1-5 13 5473.91 1644439.23 3194833.952 1-6 14.5 5467.65 1643797.735 3194739.797 2-1 15 5505.93 1643734.559 3196148.338 2-2 15 5472.77 1643658.291 3195081.121 2-3 13 5462.65 1642602.9 3195152.869 2-4 10 5456.34 1641459.314 3195184.055 2-5 14 5493.43 1641420.827 3196064.373 2-6 14 5493.82 1641819.736 3196080.564

BORROW AREA 1 TEST PITS SUMMARY LOGS

BORROW AREA 2 TEST PITS SUMMARY LOGS

RTE 9

RTE 14

AECOM 2017 TEST PIT

CLAY, DRY TO SLIGHTLY MOIST, LIGHT BROWN TO BROWN, SILTY,

TRACE TO WITH SAND AND ANGULAR, PLATY GRAVEL-SIZED ROCK

FRAGMENTS, ROOTS/TOPSOIL IN UPPER 6"-1'.

SANDY CLAY / CLAYEY SAND, DRY TO SLIGHTLY MOIST, LIGHT

BROWN TO BROWN, YELLOWISH BROWN TO BROWN, SILTY, TRACE

TO SOME GRAVEL AS ANGULAR, PLATY ROCK FRAGMENTS.

SILTY, CLAYEY GRAVEL, DRY, ANGULAR GRAVEL-SIZED ROCK

FRAGMENTS.

SANDSTONE FRAGMENTS IN CLAY MATRIX, DRY, LIGHT BROWN

MATRIX WITH LIGHT GRAY, WEATHERED, HARD, BLOCKY AND

PLATY SANDSTONE FRAGMENTS.

SHALE, GRAY TO BROWNISH GRAY WITH ORANGE-BROWN AND

YELLOW-BROWN IRON STAINING, SOFT TO HARD, WEATHERED,

FRIABLE, PLATY.

APPROXIMATE GEOLOGIC CONTACT

EMERGENCY SPILLWAY CHANNEL

TP1-3

TP1-4

TP1-5

TP1-2

TP1-1

TP1-6

TP2-2

TP2-1

TP2-3

TP2-6

TP2-4

TP2-5

EL 5453.82 EL 5470.03 EL 5497.46 EL 5483.30 EL 5473.91 EL 5467.65

TP1-1 TP1-2 TP1-3 TP1-4 TP1-5 TP1-6

EL 5505.93 EL 5472.77 EL 5462.65 EL 5456.34 EL 5493.43 EL 5493.82

TP2-1 TP2-2 TP2-3 TP2-4 TP2-5 TP2-6

*ALL TEST PITS EXCAVATED IN 2017 BY AECOM.

BORROW AREA 2

BORROW AREA 1

TO TELLER RESERVOIR

TO TURKEY CREEK

SCALE IN FEET

0 5 10 15

SCALE IN FEET

0 5 10 15

VERTICAL

VERTICAL

NOTES:

1. SEE SHEET C-011 FOR LOCATION OF BORROW AREAS 1 AND 2 RELATIVE TO TELLER DAM.

2. SUBSURFACE CONDITIONS SHOWN ON THIS DRAWING ARE APPROXIMATE ONLY EXCEPT

AT LOCATION WHERE BORINGS WERE DRILLED. CONDITIONS MAY VARY BETWEEN

BORING SAMPLES AND AREAS BETWEEN BORINGS ARE INTERPOLATED AND MAY VARY

BETWEEN SAMPLES AND BORING LOCATIONS. SEE SPECIFICATIONS FOR BORING LOGS.

FORT CARSON

PROPERTY LINE

3. BORROW AREA 2 SHALL BE UTILIZED AS THE PRIMARY BORROW SOURCE. UTILIZATION

OF BORROW AREA 1 IS SUBJECT TO COR APPROVAL AND WILL ONLY BE ALLOWED IF

THERE IS INSUFFICIENT QUANTITY OF SATISFACTORY FILL AVAILABLE IN BORRW AREA 2.

IF THE USE OF BORROW AREA 1 IS APPROVED AND UTILIZED, REGRADING AND

STABILIZATION WILL BE REQUIRED TO ACCOMODATE SPILLWAY FLOW.

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CHU, VICKI, 7/31/2018 7:20 PM, 7/31/2018 7:20 PM7/31/2018 7:20 PM

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GENERAL PLAN OF MODIFICATIONS

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

7/31/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

GENERAL PLAN OF

MODIFICATIONS

C-011

VC

BMD

DAP

NOTES:

TELLER

RESERVOIR

TURKEY CREEK

TOE DRAIN

MODIFICATIONS,

SEE SHEET

C-023 TO C-026

RTE 9

RTE 14

CULVERT

REPLACEMENT,

SEE SHEET C-027

EXISTING EMERGENCY

SPILLWAY CHANNEL

TELLER DAM

EMBANKMENT

MODIFICATIONS, SEE

SHEETS C-013 TO C-017

CUTOFF WALL,

SEE SHEETS

C-020 TO C-022

LIMITS OF SITE DISTURBANCE

ACCESS ROAD

(NOTE 2)

LIMITS OF SITE DISTURBANCE

BORROW AREA 2

SEE SHEET V-010

BORROW AREA 1,

SEE SHEET V-010

(NOTE 5)

STAGING AND

STOCKPILE AREA

(NOTE 6)

APPROXIMATE

LOCATION OF

EAGLE NEST AREA

(SEE NOTE 1 AND 3)

1. CONTRACTOR TO FOLLOW EAGLE NEST PROTECTION

MEASURE OUTLINED IN TECHNICAL SPECIFICATIONS.

2. EXISTING ACCESS ROADS SHOWN FOR INFORMATION

ONLY. ACCESS ROAD SUITABILITY FOR CONSTRUCTION

PURPOSES TO BE DETERMINED BY CONTRACTOR.

CONTRACTOR TO DEVELOP ADDITIONAL HAUL AND

ACCESS ROADS REQUIRED TO COMPLETE

CONSTRUCTION ACTIVITIES. NEW HAUL OR ACCESS

ROAD LOCATIONS TO BE APPROVED BY COR.

3. HAUL OR ACCESS ROAD LOCATIONS TO BE LOCATED

OR USED TO LIMIT IMPACT TO GOLDEN EAGLE NEST.

4. EXISTING INFRASTRUCTURE DAMAGED DURING

CONSTRUCTION TO BE REPLACED IN KIND BY

CONTRACTOR.

5. EXCAVATION IN BORROW AREA 1 TO FOLLOW

PROCEDURES OUTLINED IN TECHNICAL

SPECIFICATIONS.

6. CONTRACTOR TO ADJUST STAGING AND STOCKPILE

AREA AS APPROVED BY COR.

7. LOCATION OF BORROW AREA SHOWN FOR

ILLUSTRATION PURPOSES ONLY BASED ON MATERIAL

QUANTITIES ANTICIPATED FOR DAM MODIFICATIONS.

ONLY ACTUAL BORROW AREA WILL ENCOMPASS LIMITS

OF SITE DISTURBANCE IN BORROW AREA 2.

8. SEE TECHNICAL SPECIFICATIONS FOR RECLAMATION

AND REGRADING REQUIREMENTS FOR THE BORROW

AREA(S).

FORT CARSON

PROPERTY LINE

PARAPET WALL, SEE

SHEETS C-019 AND S-033

FENCE LINE

PROPOSED

HAULROAD

ROUTE TO DAM

APPROXIMATE EXTENTS

OF BORROW AREA TO

BE USED (NOTE 7 AND 8)

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EXISTING INTAKE

STRUCTURE

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

8/1/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

PLAN OF MODIFICATIONS

AND SURVEY CONTROL -

DAM AREA

C-012

EXISTING 48"

RCP CONDUIT

L RAISED

EMBANKMENT

C

EXISTING STILLING

BASIN

VC

BMD

DAP

TELLER RESERVOIR

TURKEY CREEK

EXISTING

BENCHMARK

(NOTE 3)

EXISTING BOULDER

(TYP)

EXISTING RIPRAP

EXISTING RIPRAP

EXISTING GAUGE

HOUSE

PARAPET WALL

(SEE SHEETS

C-019 AND S-033)

NOTES:

1. INSTRUMENTATION SCHEDULES ARE SHOWN ON SHEET IN-028.

2. CONTROL POINT TABLE FOR ABUTMENT AND TOE DRAINS, AND SEEPAGE

COLLECTION DITCHES ARE SHOWN ON SHEET C-023.

3. EXISTING BENCHMARK INFORMATION, SEE SHEET V-004.

4. PROTECT ALL EXISTING SITE FEATURES EXCEPT WHERE NOTED.

5. CONTROL POINTS ARE ELEVATION AND LINE OF SIGHT CONTROLLED. FIELD SHALL

BE SHIFTED HORIZONTALLY TO TIE INTO GROUND SURFACE.

6. CONTRACTOR SHALL NOTIFY COR IN THE EVENT OF SURVEY DISCREPANCIES OR

CONFLICT IN CONTROL POINT LOCATIONS OR LINE OF SIGHT.

EXISTING PIEZOMETER

MODIFICATIONS (TYP)

(SEE SHEETS IN-028

AND IN-029)

EXISTING

INCLINOMETER

EXISTING RIPRAP

RIGHT ABUTMENT DRAIN

(SEE SHEETS C-023 TO C-026)

(NOTE 2)

ABANDON

EXISTING

BENCHMARK

TOE DRAIN (SEE SHEETS

C-023 TO C-026) (NOTE 2)

SEEPAGE COLLECTION DITCHES

(SEE SHEETS C-023 AND C-026)

(NOTE 2)

LEFT ABUTMENT DRAIN

(SEE SHEETS C-023 TO

C-026) (NOTE 2)

SECANT PILE

WALL AND

GROUT CURTAIN

(SEE SHEETS

C-020 TO C-022)

EMBANKMENT

MODIFICATIONS

(SEE SHEETS

C-013 TO C-017)

STATION MARKERS (TYP)

(SEE SHEET IN-028 AND

IN-030) (NOTE 1)

BENCHMARKS (TYP)

(SEE SHEET IN-028

AND IN-030) (NOTE 1)

MOVEMENT

MONUMENTS (TYP)

(SEE SHEET IN-028

AND IN-030) (NOTE 1)

EXISTING RIPRAP

TABLE 1: EMBANKMENT RAISE CONTROL POINT TABLE

CP NUMBER NORTHING (FT) EASTING (FT) NOTES

CP1 1647065.9 3192413.8 EXISTING DAM CL

CP2 1647359.29 3193369.79 EXISTING DAM CL

TABLE 2: CUTOFF WALL CONTROL POINT TABLE

CP NUMBER RAISED DAM

CL STATION

CL OFFSET (FT

U/S OR D/S) NOTES

CP3 8+90 17.3 U/S START SECANT PILE WALL

CP4 10+50 17.3 U/S END SECANT PILE WALL

CP5 10+45 17.3 U/S START GROUT CURTAIN (GROUT

CURTAIN CL STA 0+00)

CP6 10+41 162.72 D/S END GROUT CUTRAIN (GROUT

CURTAIN CL STA 1+60)

TABLE 3: PARAPET WALL CONTROL POINT TABLE

CP NUMBER RAISED DAM

CL STATION

CL OFFSET

(FT U/S) NOTES

CP7 2+21.2 63.93 START PARAPET WALL

CP8 3+21.69 5.91 ALIGNMENT CHANGE

PARAPET WALL

CP9 10+35 5.91 END PARAPET WALL

STRUCTURAL

MONUMENTS (TYP) (SEE

SHEETS IN-028 AND IN-030)

L EXISTING

EMBANKMENT

C

CP1

CP7

CP8

CP3 CP5

CP4

CP9

CP2

CP6

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EMBANKMENT

CREST WIDTH

15.0'

12+00

0+00 1+00 2+00

3+00

4+00

5+00

6+00

7+00 8+00 9+00

10+00

11+00

H

V

H

V

H

V

BENCH WIDTH

16.0'

H

V

H

V

H

V

H

V

20.0' (TYP)

20.0' (TYP)

20.0'

(TYP)

20.0'

(TYP)

20.0'

(TYP)

20.0' (TYP)

PLAN

SCALE IN FEET

0 50 100 150

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

8/1/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

EMBANKMENT

MODIFICATION PLAN

C-013

A

C-014

C

C-014

D

C-015

VC

RMS

BMD

B

C-014

NOTES:

E

C-015

EXISTING INTAKE

STRUCTURE

EXISTING 48"

RCP CONDUIT

EXISTING ACCESS

MANHOLE (MODIFY)

L RAISED

EMBANKMENT

C

EXISTING

STILLING BASIN

APPROXIMATE

TIE-IN WITH

EXISTING LEFT

ABUTMENT

ROCK FACE

APPROXIMATE TIE-IN

WITH EXISTING RIGHT

ABUTMENT

APPROXIMATE TOE OF

RAISED EMBANKMENT

APPROXIMATE TOE OF

RAISED EMBANKMENT

TELLER RESERVOIR

TURKEY CREEK

EXISTING

BENCHMARK

EXISTING BOULDER

(TYP)

EXISTING RIPRAP

WIDENED CREST FOR

VEHICLE TURN-AROUND

(STA 2+00 TO 4+00)

EXISTING RIPRAP

EXISTING GAUGE

HOUSE

NEW ACCESS ROAD

TO DAM CREST

1. PROTECT ALL EXISTING SITE FEATURES EXCEPT WHERE NOTED.

2. TEMPORARY CONSTRUCTION ACCESS ROAD TO DOWNSTREAM TOE AREA CONSTRUCTED BY

CONTRACTOR TO REMAIN IN PLACE FOLLOWING COMPLETION OF CONSTRUCTION FOR USE AS

FUTURE ACCESS ROAD TO DOWNSTREAM TOE AREA BY OWNER.

3. EXCAVATE AND STOCKPILE EXISTING MOUNDED RIPRAP AND UP TO 3.5 FEET BELOW

ADJACENT EXISTING GROUND. PLACE FILTER BLANKET AND DRAIN PIPE AS SHOWN IN SECTION

F ON SHEET C-015, AND ROUTE DRAIN PIPE TO OUTFALL AT EXISTING SEEPAGE COLLECTION

DITCH WITHOUT DISTURBING EXISTING SEEPAGE COLLECTION PIPES. IF EXCAVATION

ENCOUNTERS EXISTING SEEPAGE COLLECTION PIPE(S), ASSESS EXISTING PIPE(S) CONDITION

AND REPLACE AS NEEDED, OR CONSTRUCT NEW FILTER BLANKET AND DRAINPIPE SO AS TO

NOT DISTURB EXISTING PIPE(S). FIELD FIT WORK AS NEEDED BASED ON CONDITIONS

ENCOUNTERED AND PERFORM THIS WORK AT DIRECTION AND APPROVAL OF COR.

4. MATERIAL TO BE PLACED BETWEEN BOULDERS AND ROCKFILL TOE CAN ALSO BE FROM OTHER

PARTS OF THE WORK AS APPROVED BY COR.

EXISTING RIPRAP

EXISTING PIEZOMETER (TYP)

RELOCATE EXISTING

BOULDERS TO

DOWNSTREAM OF RAISED

EMBANKMENT TOE

EXISTING RIPRAP

REMOVE EXISTING TREES

REMOVE

EXISTING

TREES

EXISTING ACCESS ROAD

ADJUST BENCH WIDTH AND SLOPE

BELOW BENCH TO AVOID

PLACEMENT OF EMBANKMENT FILL

OVER OUTLET WORKS STRUCTURE

AND EXISTING RIPRAP

(APPROXIMATELY STA 7+20 TO 7+75)

ROCKFILL TOE OVER EXISTING

RIPRAP (APPROXIMATELY STA

2+25 TO 3+75)

REMOVE EXISTING

VEGETATION WITHIN

VEGETATION REMOVAL

LIMITS/LIMIMTS OF SITE

DISTURBANCE

RELOCATE EXISTING

BOULDERS TO DOWNSTREAM

OF RAISED EMBANKMENT TOE

GRADE DOWNSTREAM SLOPE NO

STEEPER THAN 10% TO CONNECT

TO EXISTING ACCESS ROAD

REMOVE EXISTING VEGETATION

WITHIN VEGETATION REMOVAL

LIMITS/LIMITS OF SITE DISTURBANCE

PARAPET WALL,

SEE SHEET C-019

VEGETATION REMOVAL

LIMITS/LIMITS OF SITE

DISTURBANCE

10' NO RIPRAP ON RAISED

EMBANKMENT SLOPE FOR

ACCESS PATH TO EXISTING

INTAKE STRUCTURE

VEGETATION REMOVAL

LIMITS/LIMITS OF SITE

DISTURBANCE

C-015

REPAIR DOWNSTREAM

SLOPE EROSION

GULLIES (TYP)

VEGETATION REMOVAL

LIMITS/LIMITS OF SITE

DISTURBANCE

REGRADE OUTFALL FROM

EXISTING 8" DIA SUBDRAIN PIPE

TO DRAIN TO EXISTING SEEPAGE

COLLECTION OUTFALL CHANNEL

SECANT PILE WALL,

SEE SHEET C-020

GROUT CURTAIN,

SEE SHEET C-020

ROCKFILL TOE UPSTREAM OF

EXISTING BOULDERS

(APPROXIMATELY STA 8+00 TO

LEFT ABUTMENT ROCK FACE)

END DUMPED ROCKFILL

BETWEEN BOULDERS AND

ROCKFILL TOE (NOTE 4)

REMOVE

EXISTING

VEGETATION

REMOVE EXISTING VEGETATION

WITHIN VEGETATION REMOVAL

LIMITS/LIMITS OF SITE

DISTURBANCE

BENCH EL 5455

REMOVE EXISTING LEFT

ABUTMENT SUBDRAIN

EXCAVATE EXISTING

RIPRAP AND PLACE

FILTER BLANKET AND

DRAIN PIPE (NOTE 3)

F

C-016

RAISED EMBANKMENT SADDLE

DIKE IN LEFT ABUTMENT

NEW ACCESS ROAD TO UPSTREAM SLOPE

REMOVE EXISTING

VEGETATION

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CHU, VICKI, 8/1/2018 2:30 AM, 8/1/2018 2:30 AM8/1/2018 2:30 AM

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

1 9

ALL FACES

AND JOINTS IN CONTACT WITH

EMBANKMENT FILL

ABUTMENT TREATMENT

ALL FACES AND JOINTS

IN CONTACT WITH

EMBANKMENT FILL

(SEE SHEET C-018)

5 ALL EXPOSED ROCK SURFACES TO RECEIVE EMBANKMENT FILL (REGARDLESS OF

LOCATION AND ELEVATION IN EITHER ABUTMENT) SHALL BE CLEANED AND PREPARED

AS DETAILED ON SHEET C-018 AND SPECIFIED, INCLUDING SHAPING AND USE OF

DENTAL CONCRETE OR SLUSH GROUT TO FILL VOIDS, FRACTURES, AND UNEVEN

SURFACES TO PROVIDE SUITABLE SURFACE IN CONTACT WITH EMBANKMENT FILL.

E

V A

T I O

N

F

T

E L E

V A

T I O

N

F

T

STATION (FT)

-2+00 -1+00 0+00 1+00 2+00 3+00 4+00

0.5' STRIPPING

E L E

V A

T I O

N

F

T

E L E

V A

T I O

N

F

T

STATION (FT)

0+00 1+00 2+00

0.5' STRIPPING

1 1

1' MIN

STILLING BASIN

HEADWALL

SCALE IN FEET

0 30 60 90

EXISTING CONDUIT

ACCESS MANHOLE

(MODIFY)

EXISTING EMBANKMENT CREST

EL 5498.5

ESTIMATED ORIGINAL

EMBANKMENT SURFACE

EXISTING 48"

RCP CONDUIT

INTAKE STRUCTURE

UPPER GATE

INV EL 5473.3

EMBANKMENT

MODIFICATION PROFILE,

SECTIONS, AND DETAIL

C-015

SEDIMENT

2.5H:1V

ESTIMATED TOP

OF FOUNDATION

VC

RMS

BMD

EXISTING

EMBANKMENT

NOTES:

1. FOR SUBSURFACE CONDITIONS, SEE V-SERIES SHEETS.

2. FILL AND COMPACT EXISTING EROSION GULLIES ON DOWNSTREAM SLOPE WITH EMBANKMENT FILL.

3. INSTALL AND ANCHOR GEOTEXTILE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION

GUIDELINES.

EXISTING INTAKE

STRUCTURE

OUTLET WORKS PROFILE AT STA 7+50

D

C-013

ASSUMED TOP OF

SEDIMENT AT DAM

EL 5463±

RAISED EMBANKMENT CREST

EL 5505.0 (WITHOUT CAMBER)

L RAISED EMBANKMENT

C

L EXISTING EMBANKMENT

C

2.5H:1V

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

8/1/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

C-017

RAISED EMBANKMENT

TOE DETAIL

C-016

RAISED CREST DETAIL

EMBANKMENT FILL

17.3'

C-017

CONDUIT ACCESS MANHOLE

MODIFICATION DETAIL

TOP OF RAISED DAM AND PARAPET WALL

EL 5512.3 (WITHOUT CAMBER)

C-016

SLOPE TIE-IN

DETAIL

SCALE IN FEET

0 30 60 90

TYPICAL LEFT EMBANKMENT SECTION AT STA 9+00

E

C-013

PMF RESERVOIR

EL 5510.3

REPAIR DOWNSTREAM

EROSION GULLIES (TYP) DETAIL PLAN

NTS

C-013

REPAIR DOWNSTREAM

EROSION GULLIES (TYP) SECTION

NTS

A

C-015

EXISTING EROSION GULLY (TYP)

A

C-015

EXCAVATION

LIMITS

REPAIRED GROUND BEFORE

PLACEMENT OF EMBANKMENT

FILL FOR RAISED EMBANKMENT

CONSTRUCTION

EXCAVATE SIDE

SLOPES OF

GULLY AT 1H:1V

EXISTING EROSION GULLY

EXCAVATE SIDE

SLOPES OF

GULLY AT 1H:1V

2.5H:1V

1.5H:1V

EMBANKMENT FILL

RAISED EMBANKMENT CREST

EL 5505.0 (WITHOUT CAMBER)

L RAISED EMBANKMENT

C

C-016

RAISED CREST DETAIL

TOP OF RAISED DAM AND PARAPET WALL

EL 5512.3 (WITHOUT CAMBER)

EXISTING EMBANKMENT

CREST EL 5498.5

L EXISTING EMBANKMENT

2.5H:1V

17.3'

C

C-017

LEFT ABUTMENT ROCKFILL

TOE DETAIL (TYP)

EXISTING GROUND

BENCH

EL 5455.0

%2

PMF RESERVOIR EL 5510.3

EMBANKMENT FILL

(NOTE 2)

EXISTING GROUND

APPROXIMATE EXTENT OF

EXISTING BOULDERS

SECANT PILE WALL

(SEE SHEETS C-020

THROUGH C-022)

1.5' D(50)=6" RIPRAP WITH

GEOTEXTILE (NOTE 3)

1.5' D(50)=6" RIPRAP

WITH GEOTEXTILE

(NOTE 3)

EXISTING

EMBANKMENT

CUTOFF WALL

CONSTRUCTION

PAD

EXISTING RIPRAP

NOT SHOWN

LEFT ABUTMENT DRAIN NOT SHOWN

EXISTING RIPRAP

NOT SHOWN

C-016

SLOPE TIE-IN

DETAIL

AutoCAD SHX Text

DRAWING PATH:

AutoCAD SHX Text \\Denver.na.aecomnet.com\Denver\DCS\Projects\WTR\60556406_TELLDamRpr\900-CAD-GIS\910-CAD\20-SHEETS\03 - CIVIL\C-015.dwg

CHU, VICKI, 8/1/2018 2:31 AM, 8/1/2018 2:31 AM8/1/2018 2:31 AM

15'

0.5'

STRIPPING

1' MIN

17.3'

(NOTE 3)

16.0'

AECOM PROJECT NO:

DRAWN BY:

DESIGNED BY:

REVISIONS

NO. DESCRIPTION DATE

SHEET OF

A

SHEET TITLE

B C D E F

CHECKED BY:

PLOT DATE:

SCALE:

ACAD VER:

DATE CREATED:

A B C D E F

8/1/2018

TELLER DAM

MODIFICATION

FORT CARSON

PUEBLO COUNTY,

COLORADO

60556406

AS SHOWN

SOLICITATION W9128F-19-R-0026

ADVERTISEMENT SET - JANUARY 2019

6200 South Quebec Street

Greenwood Village, CO 80111

303-694-2770 (Phone)

303-694-3946 (Fax)

Omaha District

7/27/2018

SEO FILE C-1675A

ADVERTISEMENT SET 01/2019

Fort Carson DPW

EMBANKMENT

MODIFICATION SECTIONS

AND DETAILS

C-016

VC

BMD

DAP

SCALE IN FEET

0 5 10 15

RAISED CREST DETAIL

C-014

EXISTING DAM

CREST

PARAPET WALL,

TOP EL 5512.3 (WITHOUT CAMBER)

SEE SHEETS C-019 AND S-033

6" AGGREGATE

BASE COURSE

2' D(50)=12"

RIPRAP

1' BEDDING

SLOPE TIE-IN DETAIL

NTS

C-014

NOTES:

1. PROTECT ALL EXISTING SITE FEATURES EXCEPT WHERE NOTED.

2. ADD 24" CAMBER ACROSS WIDTH OF EMBANKMENT BELOW FOOTING OF PARAPET

WALL. INCREASE CAMBER FROM ZERO (0") TO 24" LINEARLY BETWEEN RIGHT

ABUTMENT AND DAM CENTERLINE STATION 4+00, AND DECREASE LINEARLY FROM

24" TO ZERO (0") BETWEEN DAM CENTERLINE STATION 8+50 AND STATION 9+60.

3. OVERBUILD DAM CREST ON DOWNSTREAM SIDE OF PARAPET WALL TO WITHIN 3.7 FT

BELOW TOP OF PARAPET WALL.

4. INSTALL AND ANCHOR GEOTEXTILE IN ACCORDANCE WITH MANUFACTURER'S

INSTALLATION GUIDELINES.

5. NOTCH EACH EMBANKMENT FILL LIFT MIN 24" HORIZONTALLY INTO EXISTING SLOPE

TO PREVENT SMOOTH SURFACE CONTACT BETWEEN EXISTING AND NEW MATERIAL.

MATERIAL EXCAVATED FROM NOTCH SHALL BE ROLLED OUT OVER FILL AS PART OF

COMPACTED LIFT. RESULTING ZONE OF BLENDED MATERIAL SHALL BE CONSIDERED

EMBANKMENT FILL AND COMPLY WITH TECHNICAL SPECIFICATIONS FOR

EMBANKMENT FILL.

L RAISED EMBANKMENT

C

C-015

C-015

SCALE IN FEET

0 5 10 15

RAISED EMBANKMENT

DOWNSTREAM SLOPE

EXISTING GROUND

APPROXIMATELY DAM CENTERLINE STA 2+25 TO 3+75

PMF RESERVOIR

EL 5510.3

1.5' D(50)=6" RIPRAP

EMBANKMENT FILL

ROCKFILL

2.5H:1V

1.5' D(50)=6" RIPRAP

2.5H:1V

L EXISTING EMBANKMENT

C

2.0'

1.5H:1V

0.5' STRIPPING

1H:1V

1' FILTER SAND

1' DRAIN GRAVEL

1.5' MIN ROCKFILL

COVER OVER

EXISTING RIPRAP

EXISTING RIPRAP

(DEPTH UNKNOWN)

%2

6" AGGREGATE BASE COURSE

1.5H:1V

1H:1V

2.5H:1V

2.5H:1V

1H:1V

RIGHT ABUTMENT ROCKFILL OVER EXISTING RIPRAP DETAIL (TYP)

C-014

ADD 24" OF CAMBER BELOW

PARAPET WALL FOOTING

(NOTE 2)

EMBANKMENT FILL

GEOTEXTILE

GEOTEXTILE (NOTE 4)

EXISTING RIPRAP

NOT SHOWN

EMBANKMENT

FILL (NOTE 3)

1.5' D(50)=6" RIPRAP

%2

0.5' STRIPPING

MIN 24" (NOTE 5)

1H:1V (TYP)

EXISTING GROUND

2.5H:1V

RAISED EMBANKMENT

DOWNSTREAM SLOPE

(DOWNSTREAM SLOPE

RIPRAP AND GEOTEXTILE

NOT SHOWN)

EXCAVATION LIMITS

6" ROCKFILL

6" DRAIN GRAVEL

1' FILTER SAND

END OF EXISTING

RIPRAP ON SURFACE

EXISTING GROUND

EXISTING RIPRAP MOUND

6" DIA SLOTTED HDPE PIPE

WITH MIN 6" DRAIN GRAVEL

AROUND PIPE

REBUILD MOUND WITH

REMOVED/EXCAVATED RIPRAP

EXISTING RIPRAP

(DEPTH UNKNOWN)

TYPICAL FILTER BLANKET AND DRAIN PIPE SECTION

F

C-013

SCALE IN FEET

0 5 10 15

1H:1V (TYP)

1H:1V (TYP)

RAISED EMBANKMENT CREST

EL 5505.0 (WITHOUT CAMBER) (NOTE 3)

MIN 1.5'…