5-Attachment D Plans.pdf

PDF 10 MB Posted Mar 17, 2026

Attached to: UDOT Vernal MS4 Project Detention Pond
Solicitation number: UDOT260192CN
Issued by: Utah County, Utah

About this file

Written by GovTribe AI · Mar 17, 2026

This attachment contains technical plans and design documents for the Utah Department of Transportation (UDOT) Vernal MS4 Project Detention Pond, prepared by CivCo Engineering, Inc. for Region 3 of UDOT in Uintah County. The project involves the reconstruction of an evaporation pond and brine tank concrete pad at the UDOT maintenance facility located at 2773 N Vernal Avenue in Vernal, Utah. The scope of work includes demolition of existing asphalt, liners, and leak detection systems; installation of a new double-liner evaporation pond with concrete floor and embankment; construction of a concrete brine tank pad; implementation of erosion control measures; and installation of underdrain systems with leak detection ports. The plans include detailed site layouts, pond cross-sections, material specifications, and construction details. All work must be completed by June 25, 2026, with a mandatory site visit scheduled for Tuesday, March 24, 2026, at 11:00 AM at the project location.

The design documents specify concrete specifications including Type 2 Portland cement with a minimum compressive strength of 4,000 psi, a water-cementitious ratio of 0.44 to 0.49, and 6% air entrainment. The pond construction requires a double HDPE geomembrane liner system (60 mil primary and secondary), geonet or geocomposite drainage layers, and 4-inch underdrain perforated PVC pipe with filter sock. The brine tank concrete walls will reach a height of 3.35 feet with a 5.60-foot width, while the evaporation pond will feature interior berms and a 6% slope ramp for drainage. All environmental control measures, including silt fencing, must be implemented per the MS4 compliance plan and removed upon project completion. Key utility contacts are provided for coordination, including Rocky Mountain Power, Enbridge Gas, Ashley Valley Water & Sewer, and Strata Networks for fiber optics.

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1-2. Attachment A- Standard Terms and Conditions- with check fields- 09-16-2024 2.docx	DOCX document	Mar 17, 2026

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U.S. Standard Units (Inch-Pound Units)

ALL UNITS IN FEET UNLESS

OTHERWISE NOTED

APPROVED FOR USE BY UDOT

THIS SEAL APPLIES TO ALL

SHEETS

CONTAINING THIS SIGNATURE

UTAH DEPARTMENT OF TRANSPORTATION

PLANS OF PROPOSED PROJECT

UTAH DEPARTMENT OF TRANSPORTATION

SHEET

NO.

UINTAH COUNTY

FOR

REGION THREE DISTRICT ENGINEER

STATE FUNDED PROJECT

UTAH

STATE OF

MAJOR HIGHWAYS

UTAH DEPARTMENT OF TRANSPORTATION

2500 N

VICINITY MAP

VERNAL SITE

MS4 PE DESIGN - VERNAL EVAP POND

VERIFIED FOR SUBMISSION FOR ADVERTISEMENT

DESIGN ENGINEER

N U

SITE

PIN: 23311

PROJECT SITE

2773 N VERNAL AVE.

UDOT MAINTENANCE SHED

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UTAH

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SEVIER

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POWELL

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COLORADO

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SAN

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JUAN

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RIVER

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GREEN

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RIVER

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RIVER

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GREEN

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RIVER

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FLAMING

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GORGE

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BEAR

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BRIGHAM

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KANAB

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BEAVER

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PAROWAN

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FILLMORE

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MANTI

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RICHFIELD

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LOA

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PRICE

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AutoCAD SHX Text Castle

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AutoCAD SHX Text Wellington

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COALVILLE

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MANILA

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MONTICELLO

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LOGAN

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X X X Fence, Wire Existing

Fence, Wood Existing

Gate Post

Fiber Optics Existing

Telephone Buried Existing

Water Existing

Gas Existing

Storm Drain Existing

Ditch Irrigation

Fence, Chain Link Existing Cable TV Box

Fire Hydrant

Water Well

Center Line

Bench Mark

Signal Pole Existing

Irrigation Existing

Guy Wire or Anchor

Flow Line Existing

Valve

Electric Buried Existing fo fo fo e e e be be be g g g ir ir ir swr swr swr btel btel btel tel tel tel wtr wtr wtr sd sd sd

Sanitary Sewer Existing

Electric Overhead Existing

Telephone Overhead Existing

Section Corner Found

Section Corner Not Found

Pipe Culvert Existing

Electrical Transformer pc pc pc

B M

Geotech Drill Hole

SUE Test Hole

Delineator

TH #

24:E

PC PC PC

SD SD SD

MSD

MSS

PAVE CUT PAVE CUT

NOTE:

THE LINE STYLES AND SYMBOLS CONTAINED HEREIN ARE NOT ALL INCLUSIVE. ANY

ADDITIONAL LINE STYLES NOT SHOWN HERE ARE SHOWN ON THEIR RESPECTIVE SHEETS

WITHIN A LEGEND.

SIGN (SINGLE POST)

SIGN (DOUBLE POST)

LIGHT POLE

POWER SOURCE

MAIL BOX

MANHOLE ELECTRIC

X X X

BUILDING

JUNCTION BOX STREET LIGHT

MANHOLE SANITARY SEWER

MANHOLE TELEPHONE

MANHOLE WATER

MANHOLE GAS

MANHOLE STORM DRAIN

RIGHT OF WAY MARKER

MONUMENT

UNDERGROUND SERVICE PED

CURB RETURN RADIUS

ATMS CABINET

PARCEL BALLOON

UTILITY POLE

STORM DRAIN

SANITARY SEWER

WATER

FIBER OPTICS

GAS

ELECTRIC BURIED

FENCE, WIRE

FENCE, WOOD

IRRIGATION

FENCE, CHAIN LINK

FLOW LINE

SURFACE FEATURE LINE STYLES SUBSURFACE/OVERHEAD LINE STYLES

HORIZONTAL CURVE (#)

JUNCTION BOX

METER

SIGN, GAS

TREE

HORIZONTAL/VERTICAL P.I.

HORIZONTAL/VERTICAL CURVE POINT

TELEPHONE BURIED

E E E

BE BE BE

FO FO FO

G G G

IR IR IR

SWR SWR SWR

TEL TEL TEL

BTEL BTEL BTEL

WTR WTR WTR

ELECTRIC OVERHEAD

TELEPHONE OVERHEAD

CUT

FILL

CUT CATCH LINE

FILL CATCH LINE

PAVEMENT CUTTING

LINE STYLES SYMBOLS

PROJECT SPECIFIC SYMBOLS AND LINE STYLES

PIPE CULVERT

R/W R/W R/W r/w r/w r/w Existing Highway R/W

HIGHWAY R/W

SEC SEC SEC

RIGHT OF WAY LINE STYLES

SECTION LINE

QUARTER SECTION LINE1/4 1/4 1/4

SILT FENCE

NEW CONCRETE

EMBANKMENT

ASPHALT PATCH

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SEC SEC SEC SEC SEC SEC SEC SEC SEC SEC

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C S

E C

S E

C1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4

N87° 27' 29"E 1331.33' N87° 34' 36"E 2676.49'

N87° 49' 47"E 2690.96'

MSSMSSMSS

MSD

X X

EPB

N87° 50' 20"E 2660.32'

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00 500' 1000'

PRIMARY CONTROL

CONTROL

POINT

LONGITUDE NAD 83 LATITUDE NAD 83

STATE PLANE COORDINATES PROJECT COORDINATES CONTROL POINT

DESCRIPTIONNORTHING EASTING NORTHING EASTING ELEVATION

1 N40°29'52.99323" W109°31'50.87930" 7356180.773 2188021.597 358344.211 188665.039 5359.47 3 14" BRASS CAP STAMPED: VERNAL 2018 (UDOT #11)

3 N40°29'32.33863" W109°31'45.17758" 7354100.823 2188508.010 356263.663 189151.592 5347.89 SPINDLE, 14 COR SEC 2 & 11

4 N40°29'32.87292" W109°31'10.55135" 7354213.961 2191181.333 356376.834 191825.684 5324.48 5

8" REBAR AND CAP, SEC. 1, 2, 11 &12

5 N40°29'58.94212" W109°64'10.78513" 7356851.007 2191104.872 359014.638 191749.200 5358.52 5

8" REBAR, 14 COR SEC. 1 & 2

6 N40°29'58.10874" W109°32'20.02858" 7356648.846 2185758.949 358812.419 186401.741 5395.55 3.5" ALUMINUM CAP, 14 COR SEC. 2 & 3

7 N40°29'32.04461" W109°32'02.40046" 7354041.797 2187178.372 356204.620 187821.571 5366.03 BOLT, W 116 COR SEC. 2 & 11

8 N40°29'58.53136" W109°31'45.20876" 7356750.721 2188447.204 358914.322 189090.768 5369.33 2.5" UINTAH CO. ALUMINUM CAP, C 14 COR SEC. 2

SCALE: 1" = 500'

T.4S.

S.L.B.

R.21E.

& M.

V E

R N

A L A

V E

U .S

A S

T S

T R

E E

2500 NORTH STREET

ALL FIELD WORK FOR THE SURVEY CONTROL WAS PERFORMED USING TRIMBLE GPS EQUIPMENT IN

FEBRUARY 2026. THE SURVEY WAS PREFORMED BY THE RTK METHOD USING THE UTAH REFERENCE

NETWORK (TURN) VRS SERVICES TO OBTAIN THE NAD83 AND NAVD88 POSITION OF ALL PROJECT

CONTROL POINTS.

THE HORIZONTAL AND VERICAL ACCURACY OF ALL CONTROL POINTS CONFORM TO UDOT'S TWO

CENTIMETER LOCAL ACCURACY STANDARDS.

BASIS OF COORDINATES

SURVEY DATE: FEBRUARY 5, 2026

PROJECT COORDINATES: LOCAL COORDINATES SCALED AND TRUNCATED FROM STATE PLANE

STATE PLANE COORDINATES: UTAH COORDINATE SYSTEM 1983 NORTH ZONE (2011) EPOCH

2010.0000

PROJECT DATUM: NAD83 FROM THE UTAH REFERENCE NETWORK (VRS)

VERTICAL DATUM: NAVD88 FROM THE UTAH REFERENCE NETWORK (VRS)

UNITS: US SURVEY FOOT

SCALE FACTOR: 1.0002874656 (DERIVED FROM N 40°29'52.99323",

W 109°31'50.87930", HEIGHT 5305.44')

SCALE ORIGIN: N = 0, E = 0

GEOID: GEOID18

CONVERSIONS

PARAMETERS FOR CONVERSION FROM STATE PLANE COORDINATES TO PROJECT COORDINATES ARE

AS FOLLOWS:

SCALE FACTOR: 1.0002874656

OFFSET NORTHING: 6999951.211 SP X SCALE FACTOR - 6999951.211 = PRJ

OFFSET EASTING: 1999985.539 SP X SCALE FACTOR - 1999985.539 = PRJ

PARAMETERS FOR CONVERSION FROM PROJECT COORDINATES TO STATE PLANE COORDINATES ARE

AS FOLLOWS:

SCALE FACTOR: 1.0002874656

OFFSET NORTHING: 6999951.211 (PRJ + 6999951.211) / SCALE FACTOR = SP

OFFSET EASTING: 1999985.539 (PRJ + 1999985.539) / SCALE FACTOR = SP

= PROJECT CONTROL POINT AS NOTED

= FOUND CORNER OF THE PLSS.

SE 14

SEC. 2

SEC. 2SEC. 3

SEC. 1

SEC. 11 SEC. 12SEC. 2

SEC. 11

SW 14

SEC. 2

UDOT SHED

SITE

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NOTE:

1. CONTRACTOR IS TO DISPOSE OF REMOVED ASPHALT.

2. SEE DM-01 FOR PLACEMENT OF WASTE MATERIAL.

GENERAL NOTES

ROCKY MOUNTAIN POWER

183 S 500 E

VERNAL, UT 84078

(385) 315-6277

KEVIN HILL

POWER

ENBRIDGE GAS

115 E 100 S

ROOSEVELT, UT 84066

(801) 324-3970

NATURAL GAS

ASHLEY VALLEY WATER & SEWER

1753 E 1500 S

VERNAL, UT 84078

(435) 789-9400

DAVE HATCH

WATER/SEWER

UTILITY CONTACTS

UTILITY NOTES

UINTAH COUNTY

PLANNING & ZONING

152 E 100 N

VERNAL, UT 84078

(435) 781-5336

MATT CAZIER

STORM

STRATA NETWORKS

2085 W HWY 40

VERNAL, UT 84078

(435) 622-6383

SHAD SAGERS

FIBER

1. CONTRACTOR TO FOLLOW ALL BLUE STAKES PROTOCOLS.

2. ACCESS TO EXISTING UTILITIES MUST BE MAINTAINED THROUGHOUT THE PROJECT.

3. CONTACT FOR ANY REQUIRED CHANGES OR CONFLICTS WITH EXISTING UTILITY

INFRASTRUCTURE.

1. THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST

AND AIR POLLUTION CAUSED BY CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL

ALSO PROVIDE SUITABLE MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE,

ACCESS ROADWAYS, AND ADJACENT PROPERTIES IN A CLEAN CONDITION.

2. ALL WORK MUST BE PERFORMED TO NOT INTERFERE WITH UDOT MAINTENANCE

OPERATIONS.

3. COORDINATE WITH ROD THURGOOD AT (435) 790-4560 FOR PLACEMENT OF WASTE

MATERIAL.

4. ALL WORK MUST BE COMPLETED BY JUNE 25, 2026.

ADAM KESLER

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NOTES:

1. COMPLETE THE MS4 COMPLIANCE PLAN AND SUBMIT TO REGION STORM

WATER COORDINATOR FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.

NICOLE RICH

PHONE: (801)-604-5160

EMAIL: nrich@utah.gov

2. IMPLEMENT BEST MANAGEMENT PRACTICES AND THE MS4 AND UDOT

STANDARD SPECIFICATION REQUIREMENTS OF 01355, ENVIRONMENTAL

COMPLIANCE.

3. DAILY INSPECT ENVIRONMENTAL CONTROL TO DETERMINE THE

EFFECTIVENESS OF THE ENVIRONMENTAL CONTROLS AND WHAT

MODIFICATIONS ARE NEEDED IF ANY.

4. ALL ENVIRONMENTAL CONTROL MEASURES WILL BE REMOVED UPON

COMPLETION OF THE PROJECT.

SILT FENCE (TYP.)

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EROSION CONTROL PLAN

EVAPORATION POND

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TANK PAD

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REMOVE EXISTING LEAK

DETECTION SYSTEMS

TRUCK WASH RACK

PROTECT IN PLACE

REMOVE CATCH BASIN

REMOVE EXISTING

ASPHALT (4" THICK)

SEE DT-01

00 50' 100'

1" = 50'

REMOVE EXISTING ASPHALT

REMOVE EXISTING LINERS

DISPOSAL AREA FOR WASTE

MATERIAL - SEE SM-01

EARTHWORK SUMMARY

DEMOLITION PLAN

MSS

MSD

X X

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e e g

Garage And Office

Salt Storage Shed

Chain Link Fence

Field Fence

Plow Truck Stand

Plow Truck Wash Rack

Evaporation Pond

Brine Bldg

Brine Tank Concrete Pad

NEW BRINE TANK

CONCRETE PAD

Concrete Waterway

Edge of Asphalt

FUTURE

TRUCK

WASH

RACK

Storm Inlet

Concrete Pad

NEW EVAPORATIVE POND

Concrete Box

Shed

Garage

Edge of Asphalt

HMA APRON

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1" = 60'

OVERALL SITE PLAN

MSS

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OUTSIDE EDGE OF APRON

MATCH EXISTING

OUTSIDE EDGE OF APRON

MATCH EXISTING

OUTSIDE EDGE OF APRON

MATCH EXISTING

166.73'

103.40'

127.76'

45.10' 25.00'

24.00' 49.12'

65.77'

4.00'

-0.5%

-0.

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MATCH EXISTING

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00 30' 60'

1" = 30'

NOTE

1. SEE SP-02 FOR POINT TABLE.

2. GRADE POND TO DRAIN TO EXISTING OUTLET PIPE.

3. TOP OF FLOOR SLAB TO BE 4 INCHES BELOW

BOTTOM OF EXISTING OUTLET PIPE AT END OF PIPE.

ASPHALT TRANSITION

RAMP AREA

BOTTOM AREA

TOE SLOPE

BERM TOP

FUTURE TRUCK

WASH AREA

1 INCH PVC PIPE THRU WALL

CONCRETE FLOOR, SLOPE

TO DRAIN TO 1 INCH PIPE

CUT LINE

Existing Pipe Location

EMBANKMENT

CUT LINE

EXISTING OUTLET PIPE PROTECT IN PLACE

TOP OF PIPE ELEV: 5357.21

Existing Truck Wash Area

POND LAYOUT

EVAPORATION POND

BRINE

TANK

PAD

POINT LOCATION

POINT #

ELEVATION

5357.20

5357.18

5357.13

5356.90

5356.54

5356.63

5359.81

5359.55

5359.50

5359.83

5359.50

5356.44

NORTHING

358318.36

358269.29

358192.56

358196.87

358307.30

358324.08

358368.00

358363.42

358363.04

358266.50

358183.13

358188.05

358310.25

358368.45

358362.88

358265.29

358179.04

358184.22

358310.42

358288.23

EASTING

188690.32

188692.36

188739.75

188843.06

188838.45

188827.25

188797.97

188688.43

188679.25

188683.28

188734.77

188852.62

188847.52

188808.72

188675.25

188679.33

188732.59

188856.79

188851.52

188839.24

DESCRIPTION

TOP OF FLOOR

INSIDE TOP OF BERM

OUTSIDE TOP OF BERM

TOP OF FLOOR

POINT LOCATION

POINT #

ELEVATION

5362.40

NORTHING

358285.81

358286.54

358311.53

358310.80

EASTING

189003.28

189029.27

189028.57

189002.58

DESCRIPTION

TOP OF WALL OUTER CORNER

POND POINTS BRINE TANK POINTS

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POINT LOCATION TABLE

-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

TOE OF SLOPEPOND BOTTOM

Existing Ground

OUTSIDE TOP OF BERM

INSIDE TOP OF BERM

25.00% SLOPE (TYP.)-33.30% SLOPE (TYP.)POND RAMP (6% SLOPE) WATER LINE (ELEV. 5359.00 TYP.)

-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100

WATER LINE (ELEV. 5359.00 TYP.)

POND BOTTOM (ELEV. VARIES TYP)

Existing Ground

TOE OF SLOPE (TYP.)

OUTSIDE TOP OF BERM (TYP.)

INSIDE TOP OF BERM (TYP.)

25.00% SLOPE (TYP.)

-33.30 SLOPE (TYP.)

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SECTION A-A

SECTION B-B

· ASTM A615 #4 REBAR

CAST-IN-PLACE CONCRETE SLAB PER UDOT

SPECIFICATION 03055 WITH THE FOLLOWING:

D-1557 (REF. UDOT SPECIFICATION

SECTION 02721)

AND ADD WATER STOP

REMOVABLE CAP

TEE 12X12X4

12" PVC

REMOVABLE CAP

CAP

TEE 12X12X4

4" UNDERDRAIN

PERFORATED PVC

WITH FILTER SOCK

12" PVC

REMOVABLE CAP

CAP

TEE 12X12X4

LOWER LEAK DETECTION DETAIL BELOW LEAK DETECTION DETAIL

4" UNDERDRAIN PVC

UPPER LEAK DETECTION DETAIL

4" UNDERDRAIN PVC

12" PVC

CAP

4" UNDERDRAIN PVC

STAINLESS STEEL BANDING

W/ BOOT PER MFG.

4" UNDERDRAIN

PERFORATED PVC

WITH FILTER SOCK

4" UNDERDRAIN

PERFORATED PVC

STAINLESS STEEL

BANDING W/

BOOT PER MFG.

EMBANKMENT

CONCRETE

UNTREATED BASE COURSE

0.33' 0.50'

3.00'

HMA

DOUBLE LINER

CONCRETE

UNTREATED BASE COURSE

TOP OF RAMPTOP OF BERM

1.00'

1.00' 10'

EXISTING UNTREATED

BASE COURSE

0.33'

1.00'

1.33'

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ASPHALT PATCH SECTION

CONCRETE BRINE TANK SLAB

POUR CONCRETE SLAB AND WALL IN A

SINGLE POUR OR ROUGH IN SLAB AND ADD

WATER STOP.

CUSHION GEOTEXTILE

60 MIL HDPE SALT RESISTANCE GEOMEMBRANE (PRIMARY)

GEONET OR GEOCOMPOSITE

60 MIL HDPE GEOMEMBRANE (SECONDARY)

12" PRIMARY HDPE LINER AND

CUSHION GEOTEXTILE GEONET OR

COMPOSIT

UNTREATED BASE COURSE OR

STRUCTURAL FILL

1/2"

12" PRIMARY HDPE LINER AND

CUSHION GEOTEXTILE GEONET OR

COMPOSIT

SECONDARY HDPE LINER

AND CUSHION GEOTEXTILE

GEONET OR GEOCOMPOSITE

UNTREATED BASE COURSE OR

STRUCTURAL FILL

CUSHION GEOTEXTILE

1/2" SECONDARY HDPE LINER

AND CUSHION GEOTEXTILE

GRADE BASE TO PROVIDE A CLEAN 3 4"

MINUS SURFACE WITH NO ANGULAR

SURFACES SHOWING. COMPACT BASE

MATERIAL WITH A STATIC ROLLER.

GEONET OR GEOCOMPOSITE

CAST-IN-PLACE SLAB PER UDOT

SPECIFICATION 03055 WITH THE FOLLOWING:

TYPE 2 PORTLAND CEMENT

fc = 4,000 psi min.

6-bag mix with max w/c ratio - 0.44 6% air entrainment.

7.0 lb/cu yd of 2-1/4 IN

MACROSYNTHETIC FIBER

REINFORCEMENT WITH HIGH RANGE

WATER REDUCERS - SEE DT-03

GRADE BASE TO PROVIDE A CLEAN 3 4"

MINUS SURFACE WITH NO ANGULAR

SURFACES SHOWING. COMPACT BASE

MATERIAL WITH A STATIC ROLLER.

CAST-IN-PLACE SLAB PER UDOT

SPECIFICATION 03055 WITH THE FOLLOWING:

TYPE 2 PORTLAND CEMENT

fc = 4,000 psi min.

6-bag mix with max w/c ratio - 0.44 6% air entrainment.

7.0 lb/cu yd of 2-1/4 IN

MACROSYNTHETIC FIBER

REINFORCEMENT WITH HIGH RANGE

WATER REDUCERS - SEE DT-03

SD SD

SD SD 5.60'

5.60'

3.35' CONCRETE FILLED

STEEL BOLLARD (TYP.)

DETECTION PORT (TYP.)

2.00'

NOTE:

LABEL EACH OF THE CAPS WITH 4"

LETTERING SO IDENTIFICATION OF

EACH TEST PORT CAN BE MADE.

U = UPPER

L = LOWER

B = BELOW

4.00'

3.00'

0.50'

ROUND TOP OF CONCRETE

- PAINT YELLOW

6" DIA. CONCRETE FILLED

SCHEDULE 40 STEEL PIPE

24" DIA. CONCRETE

- SLOPE TOP TO DRAIN

UNTREATED

BASE COURSE

2.00'

PRIME AND PAINT WITH

(2) FINISH COATS OF

SAFETY YELLOW

0.04'

FINISH GRADE

NO PAINT ON PIPE

BELOW FINISH GRADE

(4) 3" STUD ANCHORS

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EVAPORATION POND LAYERS (RAMP AND BOTTOM OF POND)

EVAPORATION POND LAYERS (SIDE OF POND)

DOUBLE LINER

CONCRETE FILLED

STEEL BOLLARD

TEST PORT CAP LABELS

CONCRETE FILLED STEEL

BOLLARD LOCATION

CRACK CONTROL JOINT

SEE NOTES

CRACK CONTROL JOINT

NOT TO SCALE

VARIES 4-6"

1.5" DEEP

SAWCUTFILL

W / ELASTOMERIC

JOINT MATERIAL

1.5"

REINFORCEMENT,

7.0 lb/cu yd OF 2-1/4 IN

MACROSYNTHETIC FIBER

REINFORCEMENT WITH HIGH

RANGE WATER REDUCERS

CONCRETE, AA(AE)

fc=4000 psi

WATER/CEMENTITIOUS RATIO: 0.44

- 0.49

NOTES

1. CRACK CONTROL MAXIMUM JOINT SPACING = 12 FEET

2. CONCRETE FLOOR RAMP AND SIDE SLOPES SHALL BE PLACED IN ONE CONTINUOUS

POUR

3. IN THE EVENT OF UNFORESEEN CIRCUMSTANCES THAT CONCRETE POUR MUST BE

STOPPED, BULKHEAD OFF POUR AND INSTALL WATERSTOP. HAVE ±200 FT WATERSTOP

AVAILABLE ON SITE WHEN PLACING POND CONCRETE IN CASE IT IS NEEDED.

WATERSTOP DETAIL

NOT TO SCALE

VARIES 4-6"

6" WATERSTOP

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CRACK CONTROL JOINT LAYOUT

MSS

MSD

X X

SD SD SD SD SD SD SD

4" UNDERDRAIN PERFORATED

PVC WITH FILTER SOCK

BOTTOM OF RAMP

BELOW LEAK DETECTION PORT

LOWER LEAK DETECTION PORT

UPPER LEAK DETECTION PORT

SEE DT-02 (TYP.)

4" UNDERDRAIN PVC

4" UNDERDRAIN PERFORATED PVCCAP END OF PIPES

CONCRETE FILLED STEEL BOLLARD

SEE DT-02 (TYP.)

CONCRETE FILLED STEEL BOLLARD

2.00' 2.00'

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00 30' 60'

1" = 30'

, U

C O

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POND UNDER DRAIN PLAN

NOTE:

SLOPE UNDERDRAINS AT

0.5% TOWARDS THE EAST.

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File details come from the government source that posted it. Updated Mar 17, 2026.