village community development districts purchasing

1

VILLAGE COMMUNITY DEVELOPMENT DISTRICTS PURCHASING DEPARTMENT

940 LAKESHORE DRIVE, SUITE 200 THE VILLAGES, FLORIDA 32162

PHONE: (352) 751-6700 * FAX: (352) 751-6715 E-mail: [email protected]

Addendum #3: ITB #20B-016 Mangrove Golf Cart Bridge Renovation June 18, 2020

A. Notice to Contractors: Whenever a conflict appears between this addendum and the initial solicitation, or plans, this addendum shall prevail, and as such shall constitute a binding portion of the contract documents. All provisions of the original specifications shall remain in force, except as specifically modified or changed herein.

B. Additions, Deletions, and/or Clarifications: This addendum forms a part of the Contract Documents and modified the original Quote Documents as noted below and supersedes all contrary information and requirements. Contractors shall acknowledge receipt of this Addendum.

CLARIFICATION: See revised plans attached below. Items included on the revised structure plans:

1. The new bridge height will be raised to 21”.

2. The new wall size boards are 3 x 8.

3. The new embedment is 7’ – 6”.

4. Remove existing super structure and replace with new super structure.

5. Fill extra spacing between timbers with flowable fill concrete.

6. Teetering would be addressed by eliminating the gap in the 2 x 12’s and adding bracing to the 2 x 12”; this would also provide backing to bolt the safety rail.

7. To install the retaining wall, the contractor has the open to excavate behind the abutment and install the 3 x 8 boards.

8. There will no work conducted to the drain.

mailto:[email protected]

2

Vendor Question(s) and Answer(s):

Q1. Can a forklift be utilized? Can a small truck? A1. The total allowable live load on the bridge is 2000 lbs., including equipment and load total. Q2. Are we allowed draws on the work completed with the District Supervisors approval?

a) Materials purchased b) Work completed on a monthly basis

A2. There can be a once a month draws. Invoices must be approved by the District’s Property Management and Project Manager before payment is made. Q3. Can the contractor work on the ground inside the foot print to the bridge? A3. No. Q4. Will the extra weight cause deflection in the bridge elevation profile? A4. The additional weight will not be a factor in the dead load elevation profile for the bridge.

EXPRESSWAY

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

FLO

RID

A'S

BEACH LINE

COMMUNITY

DEVELOPMENT

DISTRICTS

PREPARED BY

KIMLEY-HORN AND ASSOCIATES, INC.2019 ©

(352) 751-3939

THE VILLAGES, FLORIDA 32162

984 OLD MILL RUN

DEVELOPMENT DISTRICT

VILLAGE CENTER COMMUNITY

OWNER/APPLICANT

PHONE: (352) 748-3126

WILDWOOD, FLORIDA 34785

4450 NE 83rd ROAD

FARNER BARLEY & ASSOCIATES, INC.

SURVEYOR

PHONE: (407) 898-1511

ORLANDO, FLORIDA 32801

189 S. ORANGE AVE, SUITE 1000

KIMLEY-HORN AND ASSOCIATES, INC.

CIVIL ENGINEERING CONSULTANT

PROJECT OWNER AND CONSULTANTS

RETAINING WALL DETAIL

END BENT DETAIL

FRAMING PLAN

PROPOSED TYPICAL SECTION

EXISTING TYPICAL SECTION

CIVIL PLAN SHEET

PLAN SHEET

GENERAL STRUCTURAL NOTES

KEY SHEET

SHEET DESCRIPTION

LOCATION OF PROJECT

NO.

SHEET

1:08:48 PM K:\ORL_Structures\_Projects-Structures\Mangrove Golf Cart Bridge - Villages\0000000000\struct\KeySheet01.dgnJoseph.Roberts 6/3/2020

STRUCTURE PLANS

MANGROVE GOLF CART BRIDGE

SUMTER COUNTY, FLORIDA

IN SECTION 9, TOWNSHIP 19 SOUTH, RANGE 23 EAST,

CERTIFICATE OF AUTHORIZATION NO.: 00000696

ORLANDO, FL 32801


KIMLEY HORN AND ASSOCIATES, INC.

P.E. NO.: 78547

JOSEPH A. ROBERTS JR, P.E.

COMMUNITY DEVELOPMENT DISTRICT

SUMTER LANDING

S-09

S-08

S-07

S-06

S-05

S-04

S-03

S-02

S-01

SHEET NO.

JUNE 2020

REVISION 1

INDEX OF STRUCTURE PLANS

ENGINEER OF RECORD:

STRUCTURE PLANS

This item has been electronically signed

This item has been digitally signed and sealed by Joseph A. Roberts Jr., PEon 06/03/2020 using a Digital Signature

Printed copies of this document are not considered signed and sealed and theand the signature must be verified on any electronic copies.

S-01

COMMUNITY

DEVELOPMENT

DISTRICTS

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

Joseph.Roberts 6/3/2020 12:43:29 PM K:\ORL_Structures\_Projects-Structures\Mangrove Golf Cart Bridge - Villages\0000000000\struct\B0GeneralNotes01.dgn

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GENERAL STRUCTURAL NOTES

3. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - AMERICAN WOOD COUNCIL 2015.

ALL SUBSEQUENT INTERIM'S.

LOAD AND RESISTANCE FACTOR (LRFD) BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION AND

2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

BRIDGES, 2009 AND ALL SUBSEQUENT INTERIM'S.

LOAD AND RESISTANCE FACTOR (LRFD) GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN

1. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

A. DESIGN SPECIFICATIONS:

B. DESIGN METHODOLOGY:

LOAD RESISTANCE AND FACTOR DESIGN (LRFD) METHOD USING STRENGTH AND SERVICE LIMIT STATES.

C. DESIGN LOADING:

D. MATERIALS:

E. FOUNDATION:

F. COUNTERSINKING:

GENERAL PUBLIC OR WOULD OTHERWISE INTERFERE WITH THE ASSEMBLY OF THE WORK.

PERFORM COUNTERSINKING WHEREVER THE HEADS OF BOLTS WILL BE IN CONTACT WITH THE

G. VERTICAL DATUM:

ABBREVIATIONS

TO THE ELEVATION SHOWN.

VILLAGES HORIZONTAL AND VERTICAL DATUM. TO OBTAIN NAVD 1988, ADD 2.55 FEET

PERFORMED BY FARNER BARLEY AND ASSOCIATES, INC. ALL ELEVATIONS ARE PER THE

SURVEY INFORMATION DEPICTED ON THESE PLANS WAS OBTAINED BY FIELD SURVEYS

THE FOUNDATION CONSISTS OF THE PRE-EXISTING SUBSTRUCTURE.

3.1 UNIT WEIGHT OF SOUTHERN PINE- 34.32 PCF

3. DEAD LOAD

2.1 Vult- 132 PSF

2. WIND LOAD - LATERAL DESIGN LOADS IN ACCORDANCE WITH ASCE 7-10 CATEGORY C

1.2 GOLF CART LOAD- 2000 LBF (SEE LOAD DETAIL)

1.1 PEDESTRIAN LOADING- 90 PSF

1. LIVE LOAD

LOAD DETAIL

1250 LBF

750 LBF

ELEVATION SECTION

5'-5" 3'-0"6. ALL LUMBER DIMENSIONS ARE NOMINAL.

BOLTS SHALL BE HEX-BOLTS UNLESS NOTED OTHERWISE.

5. ALL BOLT ASSEMBLIES SHALL HAVE WASHERS UNDER BOTH THE BOLT HEAD AND NUTS. ALL

ETC. SHALL BE TYPE 316 STAINLESS STEEL WITH A YIELD STRENGTH OF 42 KSI.

4. HARDWARE - ALL BOLTS, LAG SCREWS, JOIST HANGERS, ALL ASSOCIATED WASHERS AND NUTS,

3. SAWN LUMBER SHALL BE INSTALLED WITH NATURAL CAMBER BOWED UP.

WITH AWPA U1 AND M4.

2. ALL LUMBER SHALL BE PRESSURE PRESERVATIVE TREATED AND SHALL BE IN ACCORDANCE

INSPECTION BUREAU OR THE TIMBER PRODUCTS INSPECTION BUREAU GRADING RULES.

NO. 2 SOUTHERN YELLOW PINE OR BETTER IN ACCORDANCE WITH EITHER THE SOUTHERN PINE

1. TIMBER - UNLESS OTHERWISE NOTED, ALL SAWN LUMBER AND TIMBER POSTS SHALL BE GRADE

WITH=W/

UNLESS NOTED OTHERWISE=U.N.O.

TYPICAL=TYP.

TANGENT TO CURVE=T.C.

SQUARE=SQ.

PRESSURE TREATED=PT

POUNDS PER SQUARE FOOT=PSF

PROFILE GRADE POINT=PGP

ON CENTER=OC.

NEAR FACE=NF

MINIMUM=MIN.

MAXIMUM=MAX.

HORIZONTAL=HOR.

FAR FACE=FF

FRONT FACE OF BACKWALL=FFBW

ELEVATION=EL.

EACH FACE=EF

EACH=EA.

DRAWINGS=DWG.

DIAMETER=DIA.

CONNECTION= CONN.

ANCHOR BOLT= AB

R(A) R(B)

0.5R(B) 0.5R(B)



P.E. LICENSE NO. 78547


CERTIFICATE OF AUTHORIZATION NO. 696



GENERAL STRUCTURAL NOTES06/03/20 JAR RETAINING WALL MODIFICATIONS

1




S-02

COMMUNITY

DEVELOPMENT

DISTRICTS

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS


Joseph.Roberts 6/3/2020 12:43:58 PM K:\ORL_Structures\_Projects-Structures\Mangrove Golf Cart Bridge - Villages\0000000000\struct\B0PlanElev01.dgn

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18" ROUND

METAL DRAIN

18" ROUND

METAL DRAIN

¡ EXISTING BRIDGE

EXISTING SIDEWALK (TYP.)

EXISTING RETAINING WALL (TYP.)

EXISTING RETAINING WALL (TYP.)

10'-0" OC

EXISTING RAILING

300'-0" (OVERALL BRIDGE LENGTH)

E = -3503.2195

N = -23926.1040

¡ BENT 1

BEGIN BRIDGE

E= -3205.1315

N= -23959.7425

¡ BENT 31

END BRIDGE

EXISTING 6"� PILING (TYP.)

LENGTH OF RETAINING WALL TO BE REPLACED = ±30'

LENGTH OF RETAINING WALL TO BE REPLACED = ±22'

AREA OF RETAINING WALL TO BE REPLACED

PLAN SHEET06/03/20 JAR RETAINING WALL MODIFICATIONS

1




S-03

NORTH

SHEET TITLE:

PROJECT NAME:

MAP

ALG

MAP

ALG

06/03/20 JAR RETAINING WALL MODIFICATIONS1




COMMUNITY

DEVELOPMENT

DISTRICTS

EXISTING 8"� POST

EXISTING 6X6 CAP BEAM

EXISTING 2X8 JOIST (TYP.)

EXISTING 2x8 DECKING (TYP.)

5'-4"1'-4"

8'-11"

8'-0"

1'-4"

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS


Joseph.Roberts 6/3/2020 12:44:24 PM K:\ORL_Structures\_Projects-Structures\Mangrove Golf Cart Bridge - Villages\0000000000\struct\B0BridgeSection01.dgn

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EXISTING SUPERSTRUCTURE TO BE REMOVEDEXISTING TYPICAL SECTION








EXISTING TYPICAL SECTION06/03/20 JAR RETAINING WALL MODIFICATIONS

1




S-05

COMMUNITY

DEVELOPMENT

DISTRICTS

"432

3"

3"

8'-0"

8'-11"

6x6 RAILING POST

6x6 RAILING CAP

2x6 DECKING (TYP.)

1'-

0"

EXISTING 8"� POST

EXISTING 6x6 CAP BEAM

6x14 SUPPORT

"8

14

"432

6x6 RAILING POST

6x6 RAILING POST

2x12 JOIST (TYP.)

2x12 JOIST

2x12 JOIST

"8

14

"8

14

"8

14

6x6 (NO.1 SOUTHERN PINE) CAP BEAM

H3 STRAP (TYP.)

HRS6 STRAP (EF.) (TYP.)

6"

6"

1'-

10"

LSTA12 STRAP (TYP.) (SEE NOTE 2)

" � BOLT (TYP.)43

" � BOLT (TYP.)43

" � BOLT (TYP.)43

SEE DETAIL A

16D TOE NAIL (TYP.)

AC6 POST CAP (TYP.)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS



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PROPOSED TYPICAL SECTION

SECTION A-A

A

A

DETAIL A

3. GO TO SHEET NO. S-06 FOR POST SPACING.

" CLEARANCE. 212. SHIFT LST STRAP AS NEEDED TO AVOID CONFLICTS. MAINTAIN 1

1. ALL CONNECTION HARDWARE SHALL BE SIMPSON STRONG TIE OR EQUIVALENT.

NOTES:








PROPOSED TYPICAL SECTION06/03/20 JAR RETAINING WALL MODIFICATIONS

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S-06

COMMUNITY

DEVELOPMENT

DISTRICTS

10'-0"

2x12 JOIST (TYP.)

SCREW PATTERN (TYP.)

6x6 (NO.1 SOUTHERN PINE) CAP BEAM (TYP.)

TO JOIST W/ 2-#12 3" SCREWS (TYP.)

2x12 BLOCKING @ MIDSPAN FASTENED

"2

1"

= 7'-

10

21

7 E

Q.

SP

AC

ES

@ 1'-

1

5'-0" (TYP.)

6x6 RAILING POST (TYP.)

" GAP BETWEEN BOARDS)83SCREWS (PROVIDE

2x6 LONGITUDINAL DECKING W/ 2 #12 4"

" GAP BETWEEN BOARDS)83SCREWS (PROVIDE

2x6 HORIZONTAL DECKING W/ 2 #12 4"

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS



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FRAMING PLAN06/03/20 JAR RETAINING WALL MODIFICATIONS

1




S-07

COMMUNITY

DEVELOPMENT

DISTRICTS

2x12 JOIST (TYP.)

6x6 (NO.1 SOUTHERN PINE) CAP BEAM

2x8 TOP BEAM

8'-0"

7'-

6"

EM

BE

DM

EN

T

GROUND LINE

2x8 TOP BEAM (MATCH TOP OF DECK ELEVATION)

BOARD WITH 2-4" #12 SCREWS (TYP.)

HORIZONTAL BEAM FASTENED TO VERTICAL

2x8 COPING (EF)

@ 1'-0" O.C.

4-4" #12 SCREWS FILTER FABRIC (SEE NOTE)

2x8 COPING

2x8 COPING

2x12 JOIST

6x14 SUPPORT

SUBSTRUCTURE

EXISTING

TOP OF DECK

2x8 TOP BEAM

PINE) CAP BEAM

6x6 (NO.1 SOUTHERN

CART PATH

PROPOSED GROUND/CONCRETE

"21

3x8 (NO.1 SOUTHERN PINE) WALL PANEL

3x8 (NO.1 SOUTHERN PINE) WALL PANEL (TYP.)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS



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AA

SECTION A-A

(END BENT NOT SHOWN FOR CLARITY)

END BENT RETAINING WALL

B

B

SECTION B-B

RETAINING WALL, DETAILED ON "RETAINING WALL DETAIL" SHEET, AT ALL OTHER WALL LOCATIONS.

PROVIDE END BENT RETAINING WALL FOR LIMITS OF THE BRIDGE WIDTH. PROVIDE STANDARD2.

GROUND ALONG FACE OF WALL. FILTER FABRIC SHALL CONFORM TO FDOT SPECIFICATION 514.

FILTER FABRIC SHALL EXTEND FROM BOTTOM OF 2x8 TOP BEAM TO 1'-0" BELOW PROPOSED 1.

NOTES:


1

1

1








END BENT DETAIL




S-08

COMMUNITY

DEVELOPMENT

DISTRICTS

2x8 TOP BEAM

7'-

6"

EM

BE

DM

EN

T

2x8 TOP BEAM (MATCH TOP OF DECK ELEVATION)

BOARD WITH 2-4" #12 SCREWS (TYP.)

HORIZONTAL BEAM FASTENED TO VERTICAL

2x8 COPING (EF)

FILTER FABRIC (SEE NOTE)

2x8 COPING

3x8 WALL PANEL (TYP.)

2x8 COPING

2x8 TOP BEAM

@ 1'-0" O.C.

4-4" #12 SCREWS

GROUND LINE

GROUND LINE

HEIG

HT

VA

RIE

S (4'-

0"

MA

X.)

GROUND LINE

3x8 WALL PANEL (NO.1 SOUTHERN PINE)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS



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AA

SECTION A-A

B

B

SECTION B-B

RETAINING WALL

2. FOR LIMITS OF RETAING WALL, SEE "CIVIL PLAN SHEET."

GROUND ALONG FACE OF WALL. FILTER FABRIC SHALL CONFORM TO FDOT SPECIFICATION 514.

FILTER FABRIC SHALL EXTEND FROM BOTTOM OF 2x8 TOP BEAM TO 1'-0" BELOW PROPOSED 1.

NOTES:


1

1

1








RETAINING WALL DETAIL




S-09