Exhibit C- As-Builts.pdf

EXHIBIT C

AS- Builts

SOLICITATION NO.: ITB-C007144

SOLICITATION TITLE: Rapid Infiltration Basins (RIBS)

Rehabilitation for Fiscal Years 2027, 2028, and 2029

DOCUMENT TITLE:

Record Drawings

IMPORTANT NOTICE

This Exhibit is incorporated into and made part of the solicitation documents. Bidders/Proposers shall review all information and shall consider the requirements of this Exhibit when preparing and submitting their response.

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SUITABLE HAYBALES OR OTHER

ACCEPTABLE ALTERNATIVES FOR

SEDIMENT CONTROL.

14' SWING GATE

(ACCESS TO F.W. #2 IRRIGATION WELL)

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(MATCH EXSL GRADE)'

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3.37 REV

DOCUMENT NO

BASIN BOTTOM, ELEVATION

VARIES (SEE DRA WINGS)

EXSTING GROUND

NOTE: (12)

SEE DETAIL V.^

FOR UNING ACCESS

RAMP ANCHORAGE RAMP PROFILE

12" COMPACTED

GRANULAR FILL

SEE INTERIOR BERM

UNING DETAiLyyyy

SEE LINING ACCESS RAMP^

ANCHORAGE D E T A / L X X

(TYP BOTH SIDES) ( 72 )

BASIN BOTTOM

GRAVEL PAD

VARIES 12' TO 16'

EXTERIOR BROOMED FINISHED

(TYPE S-5)

6x6 WELDED WIRE FABRIC -

CENTERED IN SLAB

CONCRETE RAMP SECTION

CONCRETE ACCESS RAMP

A^~^ CONCRETE RAMP PLAN

DETAILi 1 j

°-o3.Etr!

S i " 8 - ' ?in|̂ II oi | - 0> .§ .g l

6 —

(TYP)

ANGLE VARIES

(SEE DRAWINGS)

(TYP)

20'R

(TYP)

CURVE DETAIL

A

IN TER SEC TION DE TA IL

NOTE: NUMBER OF ACCESS ROADS AT

INTERSECTION AND ACCESS ROAD

<t INTERSECTION ANGLE VARIES

(SEE DRA WINGS)

BERM ROAD CURVE

AND INTERSECTION DETAIL

N.TS. ©

<: ACCESS ROAD

SOD 6' 4' VARIES

-4" SAND-CLAY BASE

2' TYP,

" UMEROCK SURFACE COURSE

MATCH EXISTING GRADE (TYP)

EMBANKMENT & SUBGRADE

COMPACTED GRANULAR FILL

NOTES:

1. ALL GROUND OUTSIDE OF BASINS DISTURBED BY CONSTRUCTION SHALL BE SEEDED

W/ARGENTINE BAHIA AND MULCHED w/STRAW AFTER FINAL GRADING.

2. ALL SLOPES CONSTRUCTED AT 4' HORIZONTAL TO 1' VERTICAL SHALL BE

SODDED.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING ALL EROSION ON JOB SITE.

TYPICAL ACCESS ROAD SECTION ( 3

NTS

SAND PINE ALONG BERM TOP

AND SIDES AT 8'-12' CENTERS

TO THE UMITS SHOWN ON THE

SITE PLANS

TOP BERM EL. 120

VISUAL BARRIER BERM

Q SAND PINE A T 8'-12' CENTERS

' ro THE LIMITS SHOWN ON THE

^ / SITE PLANS

BERM EXTERIOR

SLOPE

VISUAL BARRIER ON BASIN BERMS

VISUAL BARRIER CROSS SECTION ( 4

NTS

^ PROTECTIVE GALVANIZED COVER

5 W/LOCKING CAP

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PVC CAP (TYP)

GROUT SEAL

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SHALLOW

LOCATION OF "RESTRICTIVE LAYER" TO BE DETERMINED

BY ENGINEER DURING DRILUNG

NOTES:

1. CONSTRUCT A PAIR OF GROUNDWATER

LEVEL PIEZOMETERS (DEEP AND

SHALLOW) WITHIN 10' OF THE

THE LOCATIONS SHOWN ON THE

y WATER TABLE DRAWINGS.

2. THE ENGINEER WILL DETERMINE

WELL THE DEPTH OF THE PIEZOMETERS

SCREEN DURING DRILUNG.

ASSEMBLY

SAND PACK

(20y30)

DEEP

GROUNDWATER LEVEL PIEZOMETERS

N.T.S.

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10' LOCATION OF CHAIN UNK FENCING VARIES (SEE DRAWINGS) 10'

SOD OUTSIDE BERM SLOPE WITH ARGENTINE BAHIA CRASS

NOTE: NO SEEDING.SODDING,

OR SPRIGGING PERMITTED

IN BASIN BOTTOM.

BERM BASIN BOTTOM BERM

SEED WITH

ARGENTINE BAHIA

AND MULCH

ALL OTHER

DISTURBED AREAS,

TYPICAL

DETAILS FOR INFILTRATION BASIN - CLEARING AND GRASSING

N. TS.

.EXISTING GRADE

EXTERIOR BERM ROAD, SEE DETAIL

2% SLOPE

SLOPE

VARIES

4: 1 UNLESS

SHOWN

OTHERWISE.

SEED WITH

ARGENTINE BAHIA

AND MULCH

ALL OTHER

DISTURBED AREAS,

TYPICAL

BASIN BOTTOM ELEVATION

VARIES (SEE DRAWINGS)

RIP LOOSE THE ENTIRE BASIN

BOTTOM TO A MINIMUM DEPTH

OF 24" AT THE COMPLETION

OF BASIN BOTTOM CONSTRUCTION.

DO NOT COMPACT THE BASIN

BOTTOM.

(£ INTERIOR BERM ROAD, SEE DETAIL ( 8

6' (TYP)

TOP OF BERM ELEVATION

VARIES (SEE DRA WINGS)

MAXIMUM ON

FILL SLOPES

UMIT OF CLEARING

VARIES (SEE DRA WINGS)

COMPACTED GRANULAR FILL

. LINING. SEE

DETAIL

. LOOSEL Y PLACED INFIL TRA TION

BASIN BOTTOM FILL

TYPICAL INFILTRATION BASIN SECTION 7 RECORD DRAWINGS

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INFILTRATION BASIN

BOTTOM FILL, TYP

4" UMEROCK SURFACE COURSE

4" SAND-CLAY BASE COURSE

6" COMPACTED GRANULAR FILL

SOD

4" STABILIZED UMEROCK

4" SAND-CLAY BASE COURSE

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^ HYPALON LINING

6 COMPACTED^

GRANULAR FILL

,SO/L CEMENT SLOPE

STABILIZATION. TYP

HYPALON LINING

INTERIOR BASIN BERM 8

N.TS.

NOTE: SEE SHEET NO. 42A

6" COMPACTED GRANULAR FILL

HYPALON LINING AND

UNDERL YING MA TERIAL

SEE DETAIL

BASIN OVERFLOW WEIR SECTION ( 9

4" UMEROCK

SURFACE COURSE-

y

6" COMPACTED

GRANULAR FILE

PLAN

UMITS OF

STABILIZED

UMEROCK

4" STABILIZED ^^'^^^'^ INTERIOR BERM

UMEROCK

20'

4" SAND-CLAY

-BASE COURSE

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HYPALON

UNING

SECTION

BASIN OVERFLOW WEIR DETAIL (10

N.TS.

ACCESS ROAD.

SEE DETAIL

EXTERIOR BASIN SLOPE

4:1 TYP. UNLESS

SHOWN OTHERWISE

4" UMEROCK SURFACE COURSE

4" SAND-CLAY BASE COURSE

COMPACTED GRANULAR FILL

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INTERIOR BASIN SLOPE

SOIL CEMENT SLOPE

STABILIZATION, TYP

HYPALON UNING

EXTERIOR BASIN BERM

INFIL TRA TION

BOTTOM FILL,

BASIN

TYP

SST EPOXY ANCHOR

J/S'x 4", 18" O.C.

SST WASHER

1/4" X 2" SST BATTEN

CONCRETE

ACCESS

RAMP.

•'SEE DETAIL f ; ) y

1-INCH/

RADIUS

CORNER

SOIL CEMENT- '

SLOPE STABILIZATION. TYP

COMPACTED

GRANULAR FILL

N.TS.

LINING-ACCESS RAMP ANCHORAGE ( 12

N. T S.

SLOPE VENT 25'

O.C. AROUND ENTIRE

BASIN PERIMETER,

2" DIA HOLE W/FLAP

(TYP) SEE VENT SECTION

DETAIL

HYPALON UNING

TOE OF SLOPE

-2" DIA VENT INSTALL FLAT

VENT SECTION

HYPALON SLOPE VENT(I3)

NTS V A

RECORD DRAWINGS

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SHEET NO. 4 2 REV. 1

- DELETE THIS SECTION OF GRANULAR

FILL, SAND-CLAY AND UMEROCK.-

PUNCH 1/2" HOLES

IN LINER IN WEIR

SECTION ON 2'

CENTERS AND AT

OBVIOUS LOW POINTS.

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DETAIL.

CONSTRUCT ROAD AS

DESIGNED EXCEPT SLOPE

EDGE TO A STRAIGHT

UNE ALONG THE HYPALON

UNER.

PLACE SOD ON BOTH

SLOPES.

INTERIOR BERM (EXCLUDING WEIR)

NOT TO SCALE

DELETE THIS SECTION

OF GRANULAR FILL,

SAND-CLAY AND

UMEROCK.

SOD UNE TO MA TCH

EXTERIOR BERM (TYP.)

UMEROCK

SAND-CLAY

2)

CONSTRUCT ROAD AS

DESIGNED EXCEPT SLOPE

EDGE TO A STRAIGHT

UNE ALONG THE HYPALON

LINER.

PLACE SOD ON THE

CRE A TED SLOPE.

STABIUZED UMEROCK

AS PER ORIGINAL DESIGN

12' ROAD

AS PER ORIGINAL DESIGN

CUT 2" HOLES IN

° UNER ON 2' CENTERS °

UNDER UMEROCK

ROAD

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UNER

EXTERIOR BERM PARTIAL PLAN

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NOT TO SCALE

A

RECORD DRAWINGS

BAR IS ONE INCH ON

ORIGINAL DRAWING

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SHEET NO. 42A REV.

[) PREUMINARY

DOCUMENT NO

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