construction plans for replacement of stormwater...

CONSTRUCTION PLANS FOR

REPLACEMENT of STORMWATER STRUCTURE F-2

BOULDER ROCK DRIVE

LOCUS MAP

CITY OF PALM COAST STORMWATER DEPARTMENT

I T B - S W - 1 5 - 0 2 CITY OFFICIALS

Mayor: Jon Netts Council Members:

District No. 1 District No. 2 District No. 3 District No. 4

Bill McGuire Heidi Shipley Jason DeLorenzo Steven Nobile

INDEX OF DRAWINGS

DWG 1 - EXISTING CONDITIONS DWG 2 - DEMOLITION PLAN DWG 3 - TEMPORARY ROAD LAYOUT DWG 5 - CONSTRUCTION PLAN

DWG 6 - PLAN DETAILS DWG 7 - DETAILS DWG 8 - STRIPING PLAN

City Manager: Jim Landon City Engineer: John Moden

Existing Conditions Des. by: JB Date: 8-9-14 Scale: As noted Rev. No. Date App'd by CITY OF PALM COAST, FLORIDA Dwg No.

A Dwn. by: TB Date: 9-10-14 Job no.: ITB-SW-15-02 Dwg. Status ^^^^ .^^^pf./^^fe^ mi') ' / i f 1

160 Cypress Point Parkway Boulder Rock Drive - Structure F-2 Dwg No.

A Chk. by: JB Date: 10-23-14 File: Boulder Rock 1 Re-Bid 12-17-14 Suite B-106 Existing Conditions 1 App'd by: JB Date: 10-24-14

Re-Bid 12-17-14 Palm Coast, Florida 32164

Existing Conditions sheet 1 of 7

Des. by: JB Date: 8-9-14 Scale: As noted Rev. No. Date App'd by CITY OF PALM COAST, FLORIDA Boulder Rock Drive - Structure F-2

Dwg No. Dwn. by: TB Date: 9-10-14 Job no.: ITB-SW-15-02 uwg. o i a i u s 160 Cypress Point Parkway Boulder Rock Drive - Structure F-2 o Chk. by: JB Date: 10-23-14 File: Boulder Rock 1 Re-Bid 12-17-14 Suite B-106 Demolition Plan App'd by: JB Date: 10-24-14 Palm Coast, Flonda 32164 sheet 2 of 7

Layou"

Des. by: JB

Dwn. by: TB

Chk. by: JB

App'd by: JB

Date: 8-9-14

Date: 9-10-14

Date: 10-23-14

Date: 10-24-14

Scale: As noted

Job no.: ITB-SW-15-02

File: Boulder Rock 1

Rev. No. Date App'd by

Dwg. Status

Re-Bid 12-17-14

CITY OF PALM COAST, FLORIDA 160 Cypress Point Parkway

Suite B-106 Palm Coast, Florida 32164

Boulder Rock Drive - Structure F-2

Temporary Road Layout

Dwg No.

sheet 3 of 7

CONTRATOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK

Construction Plan Des. by; JB Date: 8-9-14 Scale: As noted Rev. No. Date App'd by CITY OF PALM COAST, FLORIDA

Boulder Rock Drive - Structure F-2 Dwg No.

Dwn. by: TB Date: 9-10-14 Job no.: ITB-SW-15-02 uwy- o i a i u s if"7) ^ 160 Cypress Point Parkway Boulder Rock Drive - Structure F-2 A Chk. by: JB Date: 10-23-14 File: Boulder Rock 1 Re-Bid 12-17-14 Suite B-106 New Structure - Plan App'd by: JB Date: 10-24-14 Palm Coast, Flonda 32164 sheet 4 of 7

T.O. CAP EL. 21.00

VINYL SHEET PILES w/CONCRETE CAP

SCALE

SEE SHEET 6 FOR DETAILS

T.O. CAP EL. 21.00

ANCHORS AS PER SHEET PILE MFR

_ T.O. CAP EL. 21.00

ANCHORS AS PER

^/ B / }

SHEET PILE MFR ^/ 45° f S / 1 B

T.O. CAP EL. 24.75

VINYL SHEET PILES T.O. CAP EL. 24.75

/ w/CONCRETE CAP

y \ ^ C^ 4 A \

T.O. CAP

''o\

<;\

EL. 24.75

ALUMINUM PIPE A T.O. CAP EL. 24.75

ARCH STRUCTURE T.O. CAP EL. 24.75

^ T.O. CAP L ^ EL. 21.00 / ^ T.O. CAP L ^ EL. 21.00 /

/ // 0 ^ 5 10 / / B ^ - - A ^

^ L.. \... [_.. /^/ / /

SCALE / / /

To- 1 / SEE SHEET 6 / - ^ J-FOR DETAILS - ^ J-

Head and Winq Wa est Side

aa an East Side

Des. by: JB Date: 8-9-14 Scale: As noted Rev. No. Date App'd by CITY OF PALM COAST, FLORIDA Dwg No. Dwn. by: TB Date: 9-10-14 Job no.: ITB-SW-15-02 uwg. oiaius 160 Cypress Point Parkway Boulder Rock Drive - Structure F-2 Chk. by: JB Date: 10-23-14 File: Boulder Rock 1 Re-Bid 12-17-14 Suite B-106 Plan Details 0 App'd by: JB Date: 10-24-14

Re-Bid 12-17-14 Palm Coast, Florida 32164

Plan Details sheet 7 of 7

Detail B-̂ B

GRADE-SEE PLAN

CONCRETE CAP

REINF AS PER SHEET PILE MFRl

VINYL SHEET PILES BY EVERLAST SYNTHETIC PRODUCTS LLC OR APPROVED EQUAL

CONCRETE PIPE COLLARL w/NEOPRENE GASKET

mmm m= VY:

ANCHORS AS PER SHEET PILE MFR

mm F=IJ

Detail A-A Detai

Des. by: JB Date: 8-9-14 Scale: As noted Rev. No. Date App'd by CITY OF PALM COAST, FLORIDA Boulder Rock Drive - Structure F-2

Dwg No. Dwn. by: TB Date: 9-10-14 Job no.: ITB-SW-15-02 uwg. o i a i u s mil /• 1 160 Cypress Point Parkway Boulder Rock Drive - Structure F-2 Chk. by: JB Date: 10-23-14 File: Boulder Rock 1 Re-Bid 12-17-14 Suite B-106

nirtl wv% ̂ « « « + E ^ l A^I^ n o u f S v l Details D App'd by: JB Date: 10-24-14 Palm Coast, Flonda 32164 sheet 6 of 7

o^jl? / /

/ *

/ / *

*

/ *

/ «

/

/

/

/ «

/

Q A-

200' +/- DOUBLE SOLID YELLOW LINE AS PER FDOT INDEX #17346

CONTRATOR SHALL SUBMIT A MAINTENANCE ntC T D A c r i r ^ D I A M ir/~iD A D D D / - ^ \ / A I _ojnjjQjZ!_ini::5

COMMENCEMENT OF WORK REFER TO POP c p p n

:OPC TECHNICAL MANUAL FICATIONS ON STRIPING

rKJrK o r iz w 1

:OPC TECHNICAL MANUAL FICATIONS ON STRIPING

I

4 /

100' +/- SINGLE WHITt EDGt LINE AS PER FDOT INDEX#17346

Striping Plan Des. by: JB

Dwn. by: TB

Chk. by: JB

App'd by; JB

Date: 8-9-14

Date: 9-10-14

Date: 10-23-14

Date: 10-24-14

Scale: As noted

Job no.: ITB-SW-15-02

File: Boulder Rock 1

Rev. No. Date App'd by

Dwg. Status

Re-Bid 12-17-14

CITY OF PALM COAST, FLORIDA 160 Cypress Point Parkway

Suite B-106 Palm Coast, Florida 32164

Boulder Rock Drive - Structure F-2

Striping Plan

Dwg No.

7 sheet 7 of 7

Boulder Rock Drive Rehabilitation Project (Structure F-2)

Palm Coast, FL

LOCATION PLAN

NOT TO SCALE

72'-0"

9

0

°

9

0

°

9'-11"

HEADWALLS AND WINGWALLS

DESIGNED, SUPPLIED AND

CONSTRUCTED BY CONTRACTOR.

XXX

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CHECKED:

DRAWN:

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APPROVED:

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12/17/2014

DATE:PROJECT No.:

504253

SEQ. No.:

050

1

PROPOSAL

CONTECH

DRAWING

800-338-1122 513-645-7000 513-645-7993 FAX

STRUCTURAL PLATE

Palm Coast, FL


REVISION DESCRIPTIONDATE BY

PRELIMINARY

NOT FOR CONSTRUCTION

The design and information shown on this drawing is provided

as a service to the project owner, engineer and contractor by

Contech Engineered Solutions LLC ("Contech"). Neither this

drawing, nor any part thereof, may be used, reproduced or

modified in any manner without the prior written consent of

Contech. Failure to comply is done at the user's own risk and

Contech expressly disclaims any liability or responsibility for

such use.

If discrepancies between the supplied information upon which

the drawing is based and actual field conditions are encountered

as site work progresses, these discrepancies must be reported

to Contech immediately for re-evaluation of the design. Contech

accepts no liability for designs based on missing, incomplete or

inaccurate information supplied by others.

www.ContechES.com

2'-1

0"

R

5

'

-

3

1

4

"

R31'-4"

5

3

°

1

1

4

°

14°

9'-11"

6'-8

"

R

5

'-6

3

8

"

NOTES:

1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS.

2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.

3) CIRCUM. PLATE LENGTHS ARE IN TERMS OF N, (N=9.625" OR 3 PI).

PLATE MAKE-UP

HAUNCH: 2 @ 13N

CROWN: 1 @ 8N

TOTAL: 34N

9'-11"

SPAN

6'-8"

RIS

E

FLOW LINE ELEV. = 14.20

TOP ARCH ELEV. = 21.08

ROAD GRADE = 25.35

HEADWALLS AND WINGWALLS

DESIGNED, SUPPLIED AND

CONSTRUCTED BY CONTRACTOR.

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DATE:PROJECT No.:

504253

SEQ. No.:

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2

PROPOSAL

CONTECH

DRAWING

800-338-1122 513-645-7000 513-645-7993 FAX

STRUCTURAL PLATE

Palm Coast, FL



PRELIMINARY









such use.







www.ContechES.com

I - GENERAL

1.0 STANDARDS AND DEFINITIONS

1.1 STANDARDS - All standards refer to latest edition unless otherwise noted.

1.1.1 ASTM B-746 "Corrugated Aluminum Alloy Structural Plate for Field-

Bolted Pipe, Pipe-Arches, and Arches" (AASHTO Designation M-219).

1.1.2 AASHTO Standard Specification for Highway Bridges - Section 12.

1.1.3 AASHTO Standard Specification for Highway Bridges - Section 26.

1.2 DEFINITIONS

1.2.1 Owner - In these specifications the word "Owner" shall mean

TOWN OF PALM COAST, FL.

1.2.2 Engineer - In these specifications the word "Engineer" shall

mean the Engineer of Record or Owner's designated engineering

representative.

1.2.3 Manufacturer - In these specifications the word "Manufacturer"

shall mean CONTECH Construction Products Inc. 904-237-5936

SCOTT BECHER

1.2.4 Contractor - In these specifications the word "Contractor" shall

mean the firm or corporation undertaking the execution of any

installation work under the terms of these specifications.

1.2.5 Approved - In these specifications the word "approved" shall

refer to the approval of the Engineer or his designated

representative.

1.2.6 As Directed - In these specifications the words "as directed"

shall refer to the directions to the Contractor from the Owner

or his designated representative.

2.0 GENERAL CONDITIONS

2.1 The Contractor shall furnish all labor, material and equipment and perform

all work and services except those set out and furnished by the Owner,

necessary to complete in a satisfactory manner the site preparation,

excavation, filling, compaction, grading as shown on the plans and as

described therein. This work shall consist of all mobilization clearing and

grading, grubbing, stripping, removal of existing material unless otherwise

stated, preparation of the land to be filled, filling of the land, spreading and

compaction of the fill, and all subsidiary work necessary to complete the

grading of the cut and fill areas to conform with the lines, grades, slopes,

and specifications. This work is to be accomplished under the observation

of the Owner or his designated representative.

2.2 Prior to bidding the work, the Contractor shall examine, investigate and

inspect the construction site as to the nature and location of the work, and

the general and local conditions at the construction site, including without

limitation, the character of surface or subsurface conditions and obstacles

to be encountered on and around the construction site and shall make

such additional investigation as he may deem necessary for the planning

and proper execution of the work.

If conditions other than those indicated are discovered by the Contractor,

the Owner shall be notified immediately. The material which the

Contractor believes to be a changed condition shall not be disturbed so

that the owner can investigate the condition.

2.3 The construction shall be performed under the direction of the Engineer.

2.4 All aspects of the structure design and site layout including foundations,

backfill, end treatments and necessary scour consideration shall be

performed by the Engineer.

Any installation guidance provided herein shall be endorsed by the

Engineer or superceded by the Engineer's plans and specifications.

SPECIFICATIONS

FOR MANUFACTURE AND INSTALLATION OF CONTECH ALSP PIPE ARCH

II - ALUMINUM STRUCTURAL PLATE ROUND.

1.0 GENERAL

1.1 Manufacturer shall fabricate the ALSP Pipe Arch as shown on the plans. Fabrication shall

conform to the requirements of ASTM B-746 and shall consist of plates, ribs, and

appurtenant items.

Plate thickness, rib spacing, end treatment and type of invert and foundation

shall be as indicated on the plans. All manufacturing processes including

corrugating, punching, curving and required galvanizing shall be performed

within the United States of America .

1.2 The contractor shall verify all field dimensions and conditions prior to ordering materials.

2.0 DIMENSIONS

2.1 The proposed structure shall be ALSP PIPE ARCH with the following dimensions:

Span: 9'-11"

Rise: 6'-8"

Gage: 0.125

Rib Type: N/A

Rib Spacing: N/A

2.2 All plan dimensions on the contract drawings are measured in a true horizontal plan

unless otherwise noted.

3.0 ASSEMBLY AND INSTALLATION

3.1 Bolts and nuts shall conform to the requirements of ASTM A-307 or ASTM A-449.

The structure shall be assembled in accordance with the plate layout drawings

provided by the manufacturer and per the manufacturer's recommendations.

Bolts shall be tightened using an applied torque of between 100 and 150 ft.-lbs.

3.2 The structure shall be installed in accordance with the plans and specifications, the

manufacturer's recommendations, and AASHTO Standard Specification for

Highway Bridges - Section 26.

3.3 Trench excavation shall be made in embankment material that is structurally adequate.

The trench width shall be shown on the plans. Poor quality in situ embankment material

must be removed and replaced with suitable backfill as directed by the Engineer.

3.4 Bedding preparation is critical to both structure performance and service life.

The bed should be constructed to uniform line and grade to avoid distortions that may

create undesirable stresses in the structure and/or rapid deterioration of the roadway.

The bed should be free of rock formations, protruding stones, frozen lumps, roots,

and other foreign matter that may cause unequal settlement.

3.5 Bedding shall provide a minimum of 4,000 psf bearing capacity. Foundation details for

bearing capacity less than 4,000 psf shall be approved by the Engineer.

3.6 The structure shall be assembled in accordance with the Manufacturer's instructions.

All plates shall be unloading and handled with reasonable care. Plates shall not be

rolled or dragged over gravel rock and shall be prevented from striking rock or other

hard objects during placement in trench or on bedding.

When assembled on a cast in place spread footing, the structure shall be assembled in

the footing starting at the upstream end. When assembled on a full invert or on flexible

footing pads, the invert or footing pad shall be placed starting at the downstream end.

The structure shell shall be assembled on the invert or footing pad starting at the inlet

end. Circumferential seams shall be installed with the plate laps shingled downstream

as viewed from the inside of the structure.

The structure shall be backfilled using clean well graded granular material that meets

the requirements of AASHTO M-145 for soil classifications A-1, A-2 or A-3.

Backfill must be placed symmetrically on each side of the structure in 6 to 8 inch

loose lifts. Each lift shall be compacted to a minimum of 90 percent density per

AASHTO T-180

3.7 Construction loads that exceed highway load limits are not allowed to cross the

structure without approval from the Engineer.

Normal highway traffic is not allowed to cross the structure until the structure has been

backfilled and paved. If the road is unpaved, cover allowance to accommodate rutting

shall be as directed by the Engineer .

100

90

80

70

60

50

40

30

20

10

0

Pe

rce

nt P

assin

g (w

eig

ht)

100.00 10.00 1.00 0.10 0.01

Grain Size (mm)

Max

Min

3"#4 #10 #40 #100 #200

WELL GRADED GRANULARSILT & CLAYCOBBLES

1

1

2

"

3

4

"

ALSP PIPE ARCH

GROUP CLASSIFICATION

Sieve Analysis Percent Passing

No. 10 (2.000 mm)

No. 40 (0.425 mm)

No. 100 (0.150 mm)

No. 200 (0.075 mm)

A-1 A-3 A-2-4 A-2-5

Liquid Limits

Plasticity Index

Usual Materials

Atterberg Limits for Fraction Passing No., 40 (0.425 mm)

50 max. 51 max.

----

----

----

----

----

---- ---- 50 max. 50 max.

25 max. 10 max. 20 max. 20 max.

---- ---- 40 max. 41 max.

6 max. 10 max. 10 max.

Non Plastic

Sand

Stone Fragment,

Gravel and Sand

Silty or Clayey

Gravel and Sand

NOTE: Atterberg Limits are modified to provide material that are primarily granular

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504253

SEQ. No.:

050

3

PROPOSAL

CONTECH

DRAWING

800-338-1122 513-645-7000 513-645-7993 FAX

STRUCTURAL PLATE

Palm Coast, FL



PRELIMINARY









such use.







www.ContechES.com

* - AS DESIGNED BY THE ENGINEER, THE REINFORCED

CONCRETE FOOTINGS MAY BE WIDENED AT THE

ENDS OF THE STRUCTURE TO:

ACHIEVE AN ADEQUATE HEADWALL WIDTH.

MAINTAIN THE SETTLEMENT JOINT AT THE

FOOTING / LEVELING PAD INTERSECTION.

COMBINE THE ABOVE WITH A WINGWALL

INTERSECTION AS REQUIRED.

NOTE:

OUT TO OUT OF FOOTING IS A CRITICAL DIMENSION.

SEE PLAN VIEW.

1'-2

3

8

"

MIN.

2'-4

3

4

"

MIN

.

REINFORCED

HEADWALL

Ø

3

4" x 19" x 5" HOOK

BOLTS 18" ON CENTER

FULL PERIPHERY

ALUMINUM STRUCTURAL

PLATE

STANDARD REINFORCED

CONCRETE HEADWALL

(BY OTHERS)

Ø

3

4

" x 19" x 5" HOOK

BOLTS AS REQUIRED

ON 18" TYPICAL

SPACING

VERTICAL SETTLEMENT JOINT

1

2

" BLACK

INSULATION BOARD JOINT FILLER BACKED

WITH GEOTEXTILE. LOCATED AT THE

TRANSITION FROM THE FOOTING TO THE

LEVELING PAD.

CONCRETE

HEADWALL/WINGWALL

* DISTANCE AS REQUIRED

TO OUTSIDE EDGE OF FOOTING

REINFORCED CONCRETE

FOOTING

END VIEW

NOT TO SCALE

SECTION

NOT TO SCALE

ALSP

PIPE ARCH

LIF

TS

- C

OM

PA

CT

ED

NO

RM

AL

R

OA

DF

IL

L

COMPACTED NORMAL

ROADFILL

MINIMUM LIMITS OF

COMPACTED NORMAL

ROADFILL

H

SEE NOTE #4

W

SEE NOTE #4

W

MINIMUM LIMITS OF

COMPACTED SELECTED GRANULAR

BACKFILL

H

SE

E N

OT

E #

6

MIN

. C

OV

ER

LE

VE

L

SPAN

SECTION

ADDITIONAL BACKFILL NOTES:

SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION ARE KEY

FACTORS IN OBTAINING MAXIMUM STRENGTH AND STABILITY.

THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND FOREIGN

MATERIAL THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO CREATE VOIDS.

BACKFILL MATERIAL SHOULD BE WELL GRADED GRANULAR MATERIAL THAT MEETS

THE REQUIREMENTS OF AASHTO M-145 FOR SOIL CLASSIFICATIONS A-1, A-2, A-3.

BACKFILL MUST BE REPLACED SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE

IN 6" LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 90% DENSITY

PER AASHTO T-99.

A HIGH PERCENTAGE OF SILT OR FINE SAND IN THE NATIVE SOILS SUGGESTS THE

NEED FOR A WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL

MIGRATION.

DURING BACKFILL, ONLY SMALL TRACKED VEHICLES (D-4 OR SMALLER) SHOULD BE

NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE

FINISHED GRADE. THE ENGINEER AND CONTRACTOR ARE CAUTIONED THAT THE

MINIMUM COVER MAY NEED TO BE INCREASED TO HANDLE TEMPORARY

CONSTRUCTION VEHICLE LOADS. (LARGER THAN D-4)

SELECT GRANULAR STRUCTURAL BACKFILL LIMITS.CRITICAL BACKFILL ZONE, PRESSURE ON SOIL GREATEST HERE.

INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY

SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY

WITH HAND OPERATED EQUIPMENT OR WITH SMALL TRACTOR

(D-4 OR SMALLER) DRAWN EQUIPMENT.

NOTES:

1. ALL SELECT GRANULAR BACKFILL TO BE PLACED IN A BALANCED FASHION IN THIN LIFTS (6"-8" LOOSE TYPICALLY) AND COMPACTED

TO 90 PERCENT DENSITY PER AASHTO T-99.

2. COMPLETE AND REGULAR MONITORING OF THE ALSP PIPE ARCH IS NECESSARY DURING ALL BACKFILLING STEPS.

3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METHODS AND EQUIPMENT.

4. TRENCH WIDTH AND / OR SELECT FILL ENVELOPE WIDTH SHALL BE BY DIRECTION OF THE ENGINEER OF RECORD. A TYPICAL

WIDTH OF 4 FEET IS DEPICTED, BUT GREATER OR LESSER DISTANCE MAY BE REQUIRED DEPENDING UPON SITE-SPECIFIC

CONDITIONS. THIS WIDTH DEPENDS ON FACTORS SUCH AS THE LATERAL PRESSURES EXERTED BY THE STRUCTURE ONTO

THE ADJACENT SOIL FOR THE GIVEN LOADING CONDITIONS, THE STRUCTURE SHAPE, THE QUALITY OF THE SELECT FILL

MATERIAL AND THE STRENGTH OF THE IN SITU EMBANKMENT / TRENCH MATERIAL. THESE FACTORS MUST BE EVALUATED

BY THE PROJECT ENGINEER FOR EACH SPECIFIC SITUATION.

5. SHAPED BED FOR A MINIMUM WIDTH OF SPAN/2. MINIMUM BEDDING THICKNESS IS 6 INCHES.

6. H = BEDDING DEPTH + STRUCTURE RISE + COVER.

H

NORMAL ROADFILL ABOVE

MIN. COVER LEVEL

ALSP PIPE ARCH

UNCOMPACTED BEDDING BLANKET

SEE NOTE #5

NATURAL

UNDISTURBED

EMBANKMENT

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12/17/2014

DATE:PROJECT No.:

504253

SEQ. No.:

050

4

PROPOSAL

CONTECH

DRAWING

800-338-1122 513-645-7000 513-645-7993 FAX

STRUCTURAL PLATE

Palm Coast, FL



PRELIMINARY









such use.







www.ContechES.com

construction plans for replacement of stormwater...

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