village community development districts purchasing
TRANSCRIPT
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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.
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
189 S. ORANGE AVE, SUITE 1000
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
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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)
ORLANDO, FLORIDA 32801
189 S. ORANGE AVE, SUITE 1000
P.E. LICENSE NO. 78547
JOSEPH A. ROBERTS JR, P.E.
CERTIFICATE OF AUTHORIZATION NO. 696
KIMLEY-HORN AND ASSOCIATES, INC.
MANGROVE GOLF CART BRIDGE
GENERAL STRUCTURAL NOTES06/03/20 JAR RETAINING WALL MODIFICATIONS
1
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-02
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 12:43:58 PM K:\ORL_Structures\_Projects-Structures\Mangrove Golf Cart Bridge - Villages\0000000000\struct\B0PlanElev01.dgn
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ORLANDO, FLORIDA 32801
189 S. ORANGE AVE, SUITE 1000
P.E. LICENSE NO. 78547
JOSEPH A. ROBERTS JR, P.E.
CERTIFICATE OF AUTHORIZATION NO. 696
KIMLEY-HORN AND ASSOCIATES, INC.
MANGROVE GOLF CART BRIDGE
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
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-03
NORTH
SHEET TITLE:
PROJECT NAME:
MAP
ALG
MAP
ALG
06/03/20 JAR RETAINING WALL MODIFICATIONS1
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.
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
DATE BY DESCRIPTION DATE BY DESCRIPTION
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
ORLANDO, FLORIDA 32801
189 S. ORANGE AVE, SUITE 1000
P.E. LICENSE NO. 78547
JOSEPH A. ROBERTS JR, P.E.
CERTIFICATE OF AUTHORIZATION NO. 696
KIMLEY-HORN AND ASSOCIATES, INC.
MANGROVE GOLF CART BRIDGE
EXISTING TYPICAL SECTION06/03/20 JAR RETAINING WALL MODIFICATIONS
1
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-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
DATE BY DESCRIPTION DATE BY DESCRIPTION
Joseph.Roberts 6/3/2020 12:44:50 PM K:\ORL_Structures\_Projects-Structures\Mangrove Golf Cart Bridge - Villages\0000000000\struct\B0BridgeSection02.dgn
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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:
ORLANDO, FLORIDA 32801
189 S. ORANGE AVE, SUITE 1000
P.E. LICENSE NO. 78547
JOSEPH A. ROBERTS JR, P.E.
CERTIFICATE OF AUTHORIZATION NO. 696
KIMLEY-HORN AND ASSOCIATES, INC.
MANGROVE GOLF CART BRIDGE
PROPOSED TYPICAL SECTION06/03/20 JAR RETAINING WALL MODIFICATIONS
1
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-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
DATE BY DESCRIPTION DATE BY DESCRIPTION
Joseph.Roberts 6/3/2020 12:44:53 PM K:\ORL_Structures\_Projects-Structures\Mangrove Golf Cart Bridge - Villages\0000000000\struct\B0BridgeSection03.dgn
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ORLANDO, FLORIDA 32801
189 S. ORANGE AVE, SUITE 1000
P.E. LICENSE NO. 78547
JOSEPH A. ROBERTS JR, P.E.
CERTIFICATE OF AUTHORIZATION NO. 696
KIMLEY-HORN AND ASSOCIATES, INC.
MANGROVE GOLF CART BRIDGE
FRAMING PLAN06/03/20 JAR RETAINING WALL MODIFICATIONS
1
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-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
DATE BY DESCRIPTION DATE BY DESCRIPTION
Joseph.Roberts 6/3/2020 12:44:55 PM K:\ORL_Structures\_Projects-Structures\Mangrove Golf Cart Bridge - Villages\0000000000\struct\B0BridgeSection04.dgn
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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:
06/03/20 JAR RETAINING WALL MODIFICATIONS1
1
1
1
ORLANDO, FLORIDA 32801
189 S. ORANGE AVE, SUITE 1000
P.E. LICENSE NO. 78547
JOSEPH A. ROBERTS JR, P.E.
CERTIFICATE OF AUTHORIZATION NO. 696
KIMLEY-HORN AND ASSOCIATES, INC.
MANGROVE GOLF CART BRIDGE
END BENT DETAIL
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-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
DATE BY DESCRIPTION DATE BY DESCRIPTION
Joseph.Roberts 6/3/2020 12:45:28 PM K:\ORL_Structures\_Projects-Structures\Mangrove Golf Cart Bridge - Villages\0000000000\struct\B0BridgeSection05.dgn
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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:
06/03/20 JAR RETAINING WALL MODIFICATIONS1
1
1
1
ORLANDO, FLORIDA 32801
189 S. ORANGE AVE, SUITE 1000
P.E. LICENSE NO. 78547
JOSEPH A. ROBERTS JR, P.E.
CERTIFICATE OF AUTHORIZATION NO. 696
KIMLEY-HORN AND ASSOCIATES, INC.
MANGROVE GOLF CART BRIDGE
RETAINING WALL DETAIL
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-09