BRIDGE AND BOARDWALK PLANS

Size: px
Start display at page:

Download "BRIDGE AND BOARDWALK PLANS"

Transcription

1 PLANS FOR PROPOSED IMPROVEMENTS INDEX OF PLANS SHEET SHEET 1 KEY SHEET 2 SUMMARY OF PAY ITEMS 3 TYPICAL SECTIONS 4 GENERAL NOTES PROJECT LAYOUT 6-8 PLAN AND PROFILE 9-11 CROSS-SECTIONS NAVIGATION LIGHTING PLAN BRIDGE AND BOARDWALKS CLERK TRACKING No PLANS PENSACOLA CHIPLEY TALLAHASSEE TAMPA JACKSONVILLE LAKE CITY DELAND ORLANDO BARTOW FT PIERCE COLLIER COUNTY, FLORIDA LOCATION OF PROJECT NAPLES FT LAUDERDALE MIAMI KEY WEST VICINITY MAP PLANS PREPARED BY: 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % Plans JANUARY 216 LOCATION MAP DATE BY REVISIONS BRIDGE & BOARDWALK PLANS ENGINEER OF RECORD MIGUEL A. VILLEGAS, P.E CARDNO DATE TRAIL PLANS ENGINEER OF RECORD SHARI K. BARNWELL, P.E CARDNO DATE PROJECT MANAGER: RONY JOEL, P.E.

2 FILE: J:\26\267.\acad\dwg\Sheets\SQ267-1.dwg LAST SAVED: Fri, 1/1/16-4:37p PLOTTED: Sun, 1/24/16-:2p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS SHARI K. BARNWELL, P.E. DATE LIC. : 7137 TJB SUMMARY OF PAY ITEMS /1/216 2

3 FILE: J:\26\267.\acad\dwg\Sheets\TS267.dwg LAST SAVED: Fri, 1/8/16-3:49p PLOTTED: Sun, 1/24/16-:3p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS SHARI K. BARNWELL, P.E. DATE LIC. : 7137 TJB JWH TYPICAL SECTIONS /1/216 3

4 FILE: J:\26\267.\acad\dwg\Sheets\GN267-1.dwg LAST SAVED: Mon, 1/11/16-:49a PLOTTED: Sun, 1/24/16-:3p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS SHARI K. BARNWELL, P.E. DATE LIC. : 7137 TJB GENERAL NOTES /1/216 4

5 BY DATE FILE: J:\26\267.\acad\dwg\Sheets\KS267-1.dwg LAST SAVED: Wed, 1/2/16-9:6a PLOTTED: Sun, 1/24/16-:4p BY: John.Hutchison 6% PLANS SHARI K. BARNWELL, P.E. DATE LIC. : TJB 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No ' ' PROJECT LAYOUT 1/1/216

6 DSB-1 2' 4' + R1' PC: ' CURVE 1 MATCH LINE STA S13 '18"W 9.77' R1' PLAN DIRECTION OF STATIONING CURVE 1 PI STATION = DELTA = 96 18'44" TANGENT = 289.' LENGTH = ' RADIUS = 194.' PC STATION = PT STATION = PI +4.8 EL % PI EL.7.% FILE: J:\26\267.\acad\dwg\Sheets\R267-1.dwg LAST SAVED: Thu, 1/21/16-:8a PLOTTED: Sun, 1/24/16-:4p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS SHARI K. BARNWELL, P.E. DATE LIC. : 7137 TJB PLAN AND PROFILE (1) /1/216 6

7 12' CURVE MATCH LINE STA. 12+ SB- SB-9 CURVE 1 PI STATION = DELTA = 96 18'44" TANGENT = 289.' LENGTH = ' RADIUS = 194.' PC STATION = PT STATION = SB-14 2' 4' CURVE 3 PI STATION = DELTA = 2 2'19" TANGENT = 4.9' LENGTH = 46.32' RADIUS = 6.' PRC STATION = PT STATION = CURVE 2 PI STATION = DELTA = 61 46'47" TANGENT = 96.2' LENGTH = 1.36' RADIUS = 94.' PC STATION = PRC STATION = PC: SB-1 RADIUS = 6.' PRC STATION = PT STATION = PRC: PI: PT: MATCH LINE STA CURVE 3 CURVE 3 N6 2'6"E 66.68' DSB-8 CURVE PT: CURVE ' S83 13'26"E 21.6' PI: SB- PI: PLAN DIRECTION OF STATIONING ' VC EL.7 -.% PI EL.8 +. EL % +. EL 8.46.' VC +. EL % PI 1+. EL % PI 17+. EL % PI 18+. EL PI 14+. EL FILE: J:\26\267.\acad\dwg\Sheets\R267-1.dwg LAST SAVED: Thu, 1/21/16-:8a PLOTTED: Sun, 1/24/16-:4p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS SHARI K. BARNWELL, P.E. DATE LIC. : 7137 TJB PLAN AND PROFILE (2) /1/216 7

8 CURVE 4 PRC: 17 CURVE 3 PI: CURVE 3 MATCH LINE STA. 18+ DSB-8 PT: N6 2'6"E 66.68' CURVE 3 PI STATION = DELTA = 2 2'19" TANGENT = 4.9' LENGTH = 46.32' RADIUS = 6.' PRC STATION = PT STATION = PC: PT: CURVE 4 PI STATION = DELTA = 3 24'47" TANGENT = 84.49' LENGTH = 87.63' RADIUS = 94.' PC STATION = PT STATION = SB-2 12' N6 37'19"E ' 2' 4' SB-19 PC: CURVE PI STATION = DELTA = 8 49'6" TANGENT = ' LENGTH = 211.8' RADIUS =.' PC STATION = PT STATION =2+8.6 CURVE 24+ SB-18 MATCH LINE STA. 24+ PI: PLAN DIRECTION OF STATIONING PI 18+. EL PI EL %1.9% +. EL 12.6 PI 2+. EL 13..' VC +. EL % +6. EL 9.67.' VC +6. EL.94 4.% 2 1 PI EL FILE: J:\26\267.\acad\dwg\Sheets\R267-1.dwg LAST SAVED: Thu, 1/21/16-:8a PLOTTED: Sun, 1/24/16-:p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS SHARI K. BARNWELL, P.E. DATE LIC. : 7137 TJB PLAN AND PROFILE (3) /1/216 8

9 A EXC V FILL A V A EXC V FILL A V : :1 12+ : : % BEGIN PROJECT BEGIN EARTHWORK BEGIN TRAIL STA : SCALE: 1"=' HORIZ 1"=' VERT FILE: J:\26\267.\acad\dwg\References\XR-SECTIONS.dwg LAST SAVED: Thu, 1/21/16-:32a PLOTTED: Sun, 1/24/16-:p BY: John.Hutchison SCALE: 1"=' HORIZ 1"=' VERT Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS SHARI K. BARNWELL, P.E. DATE LIC. : 7137 TJB CROSS SECTIONS (1) /1/216 9

10 A EXC V FILL A V A EXC V FILL A V : : : : : SCALE: 1"=' HORIZ 1"=' VERT FILE: J:\26\267.\acad\dwg\References\XR-SECTIONS.dwg LAST SAVED: Thu, 1/21/16-:32a PLOTTED: Sun, 1/24/16-:p BY: John.Hutchison SCALE: 1"=' HORIZ 1"=' VERT Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS SHARI K. BARNWELL, P.E. DATE LIC. : 7137 TJB CROSS SECTIONS (2) /1/216

11 A EXC V FILL A V A EXC V FILL A V END EARTHWORK STA END TRAIL STA % % SCALE: 1"=' HORIZ 1"=' VERT FILE: J:\26\267.\acad\dwg\References\XR-SECTIONS.dwg LAST SAVED: Thu, 1/21/16-:32a PLOTTED: Sun, 1/24/16-:p BY: John.Hutchison SCALE: 1"=' HORIZ 1"=' VERT Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS SHARI K. BARNWELL, P.E. DATE LIC. : 7137 TJB CROSS SECTIONS (3) /1/216 11

12 DSB-1 2' 4' PC: MATCH LINE STA PT: MATCH LINE STA. 12+ SB-9 SB-14 PRC: PI: MATCH LINE STA DSB-8 2' 4' SB- PC: SB PT: PI: SB- PI: FILE: J:\26\267.\acad\dwg\Sheets\NAV267-1.dwg LAST SAVED: Thu, 1/21/16-11:7a PLOTTED: Sun, 1/24/16-:6p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MARK W. MODJESKI, P.E. DATE LIC. : 4838 MWM JJH MWM NAVIGATION LIGHTING PLAN (1) /1/216 12

13 FILE: J:\26\267.\acad\dwg\Sheets\NAV267-1.dwg LAST SAVED: Thu, 1/21/16-11:7a PLOTTED: Sun, 1/24/16-:6p BY: John.Hutchison PC: MATCH LINE STA. 24+ SB BSB-1 PI: PT: PI: PT: DSB PT: PC: MATCH LINE STA. 18+ PI: PRC: Park Place Blvd, Suite 3, Clearwater, Florida, MARK W. MODJESKI, P.E. DATE Certificate of Authorization No LIC. : 4838 MWM JJH MWM BSB-2 2' 4' 6% PLANS NAVIGATION LIGHTING PLAN (2) /1/ SB SB-18 SB-19 MATCH LINE STA PC: ' 4'

14 FILE: J:\26\267.\acad\dwg\StructurePlans\General Notes.dwg LAST SAVED: Fri, 1/22/16-6:7p PLOTTED: Sun, 1/24/16-:6p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : FXH FXH GENERAL NOTES /1/216 B1

15 PI: PT: BSB-1 CURVE PI STATION = DELTA = 8 49'6" TANGENT = ' LENGTH = 211.8' RADIUS =.' PC STATION = PT STATION = CURVE SB-18 BSB-2 2' 4' PC: N87 26'2"E 441.2' 23+ N6 37'19"E ' PLAN DIRECTION OF STATIONING ' VC EL 9.67.' VC +6. EL.94 4.% EL PI EL EL % PI EL % PI EL % PI EL % % -.3% PI EL ELEVATION FILE: J:\26\267.\acad\dwg\StructurePlans\PlanandElevation.dwg LAST SAVED: Fri, 1/22/16-6:8p PLOTTED: Sun, 1/24/16-:7p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : JJH PLAN AND ELEVATION (1 OF 2) /1/216 B2

16 PC: 3+.8 CURVE 6 PI: CURVE 6 PI STATION = DELTA = 21 11'41" TANGENT = 36.78' LENGTH = 36.99' RADIUS =.' PC STATION = 3+.8 PT STATION = PC: PT: PT: CURVE 7 PI STATION = DELTA = 28'1" TANGENT = 42.64' LENGTH = 44.' RADIUS =.' PC STATION = PT STATION = N8 9'1"E 49.91' PC: PI: CURVE 8 18' PT: CURVE 8 PI STATION = DELTA = 19 39'" TANGENT = 6.6' LENGTH = 6.93' RADIUS = 166.' PC STATION = PT STATION = N77 48'1"E 24.64' PC: PT: CURVE 9 PI: CURVE 9 PI STATION = DELTA = 69 3'6" TANGENT = 7.6' LENGTH = 8.' RADIUS = 66.' PC STATION = PT STATION = ' 4' CURVE 6 S71 21'4"E.89' CURVE 7 CURVE 6 PI STATION = DELTA = 21 11'41" TANGENT = 36.78' LENGTH = 36.99' RADIUS =.' PC STATION = 3+.8 PT STATION = PI: PLAN DIRECTION OF STATIONING 2' BUFFER ' VC 1-3.7% -3.7% EL.91 PI EL EL 3.4 PI EL %.17% ELEVATION BY DATE FILE: J:\26\267.\acad\dwg\StructurePlans\PlanandElevation.dwg LAST SAVED: Fri, 1/22/16-6:8p PLOTTED: Sun, 1/24/16-:7p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : JJH PLAN AND ELEVATION (2 OF 2) /1/216 B3

17 LEGEND SOIL BORING 24" PRESTRESSED CONC. SQUARE PILE 12" BUTT Ø TIMBER PILE CURVE PI STATION = DELTA = 8 49'6" TANGENT = ' LENGTH = 211.8' RADIUS =.' PC STATION = PT STATION = " PRESTRESSED CONC. SQUARE TEST PILE 12" BUTT Ø TIMBER TEST PILE PC: ' ' 24+ SB-18 CURVE 12"Ø TIMBER PILE 29 '-" (MAX.) B/L CONST. 2+ MEAN HIGH WATER LINE ELEV=.47' (NAVD 88) LOCATED ON 9/16/14 END TEMPORARY TRAIL BEGIN WEST BOARDWALK STA ' BSB-1 PT: ' 2' ' (MAX.) N87 26'2"E 441.2' 23+ N6 37'19"E ' MEAN HIGH WATER LINE ELEV=.47' (NAVD 88) LOCATED ON 9/16/14 DIRECTION OF STATIONING ' (MAX.) ' 26+ MATCH LINE STA. 26+ ' B C/L STA 2 MATCH LINE STA. 26+ END WEST BOARDWALK BEGIN BRIDGE C/L OF PIER 1 STA C/L OF PIER 2 STA B/L CONST ' ' (MAX.) ' BSB-2 9 '" (TYP. ALL PIERS) N87 26'2"E 441.2' 3'-9" 7'-6" C/L OF PIER 3 STA " PRESTRESSED CONC. SQUARE PILES ' 2' C/L OF PIER 4 STA MATCH LINE STA. 29+ ' SPAN 6' SPAN ' SPAN 6' SPAN 29 '-" (MAX.) DIRECTION OF STATIONING LEGEND SOIL BORING 24" PRESTRESSED CONC. SQUARE PILE 12" BUTT Ø TIMBER PILE 24" PRESTRESSED CONC. SQUARE TEST PILE 12" BUTT Ø TIMBER TEST PILE BY DATE FILE: J:\26\267.\acad\dwg\Sheets\FD267-1.dwg LAST SAVED: Sun, 1/24/16-6:2p PLOTTED: Sun, 1/24/16-6:2p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : JJH FOUNDATION LAYOUT (1 OF 2) /1/216 B4

18 ' ' ' SPAN 6' SPAN END BRIDGE BEGIN EAST BOARDWALK C/L OF PIER STA N87 26'2"E 441.2' 9 '" (TYP. ALL PIERS) 3'-9" MATCH LINE STA '-6" 24" PRESTRESSED CONC. SQUARE PILES PC: 3+.8 CURVE 6 PI: PC: PT: B/L CONST. ' 2' PT: ' ' N8 9'1"E 49.91' PC: PI: CURVE 8 PI STATION = DELTA = 19 39'" TANGENT = 6.6' LENGTH = 6.93' RADIUS = 166.' PC STATION = PT STATION = CURVE 8 PT: MATCH LINE STA N77 48'1"E 24.64' N77 48'1"E ' (MAX.) PC: ' ' (MAX.) PC STATION = PT STATION = LEGEND TANGENT = 6.6' LENGTH = 6.93' RADIUS = 166.' SOIL BORING 24" PRESTRESSED CONC. SQUARE PILE PI STATION = " BUTT Ø TIMBER PILE 24" PRESTRESSED CONC. SQUARE TEST PILE DELTA = 19 39'" 12" BUTT Ø TIMBER TEST PILE CURVE 8 CURVE 6 PI STATION = DELTA = 21 11'41" TANGENT = 36.78' LENGTH = 36.99' RADIUS =.' PC STATION = 3+.8 PT STATION = S71 21'4"E.89' CURVE 7 PI: DIRECTION OF STATIONING 12"Ø TIMBER PILE 28 '-" (MAX.) CURVE 7 PI STATION = DELTA = 28'1" TANGENT = 42.64' LENGTH = 44.' RADIUS =.' PC STATION = PT STATION = ' BUFFER CURVE 8 PT: MATCH LINE STA. 32+ ' ' PC: ' CONSTRUCTION EASEMENT END EAST BOARDWALK STA CURVE 9 PI STATION = DELTA = 69 3'6" TANGENT = 7.6' LENGTH = 8.' RADIUS = 66.' PC STATION = PT STATION = ' 2' N77 48'1"E 24.64' N77 48'1"E 24.64' ' (MAX.) B/L CONST. BOARDWALK PT: N7 '9"E 6.' CURVE 9 B/L CONST. LEGEND SOIL BORING PI: DIRECTION OF STATIONING 24" PRESTRESSED CONC. SQUARE PILE 12" BUTT Ø TIMBER PILE 24" PRESTRESSED CONC. SQUARE TEST PILE 12" BUTT Ø TIMBER TEST PILE BY DATE FILE: J:\26\267.\acad\dwg\Sheets\FD267-1.dwg LAST SAVED: Sun, 1/24/16-6:2p PLOTTED: Sun, 1/24/16-6:2p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : JJH FOUNDATION LAYOUT (2 OF 2) /1/216 B

19 B6 FILE: J:\26\267.\acad\dwg\StructurePlans\SoilBorings.dwg LAST SAVED: Wed, 1/2/16-:3a PLOTTED: Sun, 1/24/16-:8p BY: John.Hutchison

20 B7 FILE: J:\26\267.\acad\dwg\StructurePlans\SoilBorings.dwg LAST SAVED: Wed, 1/2/16-:3a PLOTTED: Sun, 1/24/16-:8p BY: John.Hutchison

21 B8 FILE: J:\26\267.\acad\dwg\StructurePlans\SoilBorings.dwg LAST SAVED: Wed, 1/2/16-:3a PLOTTED: Sun, 1/24/16-:8p BY: John.Hutchison

22 B9 FILE: J:\26\267.\acad\dwg\StructurePlans\PileData.dwg LAST SAVED: Wed, 1/2/16-6:21p PLOTTED: Sun, 1/24/16-:8p BY: John.Hutchison

23 2" RAILING - ELEVATION STRAP DETAIL - PLAN STRAP DETAIL - ELEVATION SECTION B-B BOARDWALK TYPICAL SECTION FILE: J:\26\267.\acad\dwg\StructurePlans\BoardwalkTypicalSections.dwg LAST SAVED: Wed, 1/2/16-9:1a PLOTTED: Sun, 1/24/16-:8p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : FXH BOARDWALK TYPICAL SECTION /1/216 B

24 PARTIAL PLAN TIMBER PILE CONNECTION DETAIL PARTIAL ELEVATION JOINT CONNECTION DETAIL FILE: J:\26\267.\acad\dwg\StructurePlans\BoardwalkPartialPE.dwg LAST SAVED: Wed, 1/2/16-9:49a PLOTTED: Sun, 1/24/16-:9p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : RFN BOARDWALK PARTIAL PLAN AND ELEVATION /1/216 B11

25 A B A B END BENT PLAN 4P13 SECTION A-A SECTION B-B FILE: J:\26\267.\acad\dwg\StructurePlans\EndBentDetails.dwg LAST SAVED: Wed, 1/2/16-2:4p PLOTTED: Sun, 1/24/16-:9p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : FXH FXH BOARDWALK END BENT DETAILS /1/216 B12

26 B B C/L BEAM FILE: J:\26\267.\acad\dwg\StructurePlans\BridgeTypicalSections.dwg LAST SAVED: Thu, 1/21/16-1:46p PLOTTED: Sun, 1/24/16-:9p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : FXH BRIDGE TYPICAL SECTIONS /1/216 B13

27 PIER 1 AND PLAN SECTION A-A PIER 1 AND ELEVATION FILE: J:\26\267.\acad\dwg\StructurePlans\PierDetails.dwg LAST SAVED: Sat, 1/23/16-2:2p PLOTTED: Sun, 1/24/16-:9p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : FXH FXH BRIDGE PIER DETAILS (1 OF 3) /1/216 B14

28 PIER 2 AND 3 PLAN SECTION A-A PIER 2 AND 3 ELEVATION FILE: J:\26\267.\acad\dwg\StructurePlans\PierDetails.dwg LAST SAVED: Sat, 1/23/16-2:2p PLOTTED: Sun, 1/24/16-:9p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : FXH FXH BRIDGE PIER DETAILS (2 OF 3) /1/216 B1

29 PIER 4 PLAN SECTION A-A PIER 4 ELEVATION FILE: J:\26\267.\acad\dwg\StructurePlans\PierDetails.dwg LAST SAVED: Sat, 1/23/16-2:2p PLOTTED: Sun, 1/24/16-:9p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : FXH FXH BRIDGE PIER DETAILS (3 OF 3) /1/216 B16

30 FILE: J:\26\267.\acad\dwg\StructurePlans\PrestressedBeamDetails.dwg LAST SAVED: Wed, 1/2/16-2:1p PLOTTED: Sun, 1/24/16-6:p BY: John.Hutchison 38 Park Place Blvd, Suite 3, Clearwater, Florida, Certificate of Authorization No % PLANS MIGUEL A. VILLEGAS, P.E. DATE LIC. : FXH PRESTRESSED BEAM DETAILS /1/216 B17

APPENDIX C: MAIN RIVER BRIDGE PLANS. The graphics in this appendix depict the Practical Alternatives.

APPENDIX C: MAIN RIVER BRIDGE PLANS. The graphics in this appendix depict the Practical Alternatives. APPENDIX C: MAIN RIVER BRIDGE PLANS The graphics in this appendix depict the Practical Alternatives. NO. DESCRIPTION BY 4:36:17 PM 10/3/2007 STA.10+843.000 \ PYLON 6.000 5.000 (TYP) PYLON ELEVATION 210.000

More information

Construction Plan Reading Basics & Applications

Construction Plan Reading Basics & Applications Construction Plan Reading Basics & Applications July 12 th, 2016 / 4 p.m. Richland County Transportation Penny Office Instructor Ben W. Lewis, PE Welcome & Introductions Instructor Ben W. Lewis, PE Project

More information

CONTRACT PLANS READING

CONTRACT PLANS READING CONTRACT PLANS READING A training course developed by the FLORIDA DEPARTMENT OF TRANSPORTATION This 2009 revision was carried out under the direction of Ralph Ellis, P. E., Associate Professor of Civil

More information

50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges

50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges 50.24 Culverts, Bridges and Culvert Bridges Type, Size and Location (T, S & L) Plans shall be required for all Bridges, Culvert Bridges and Culverts of eight-foot (8') clear span or greater as follows:

More information

Florida's Turnpike Enterprise Roadway Phase III (90%) & Phase IV (100%) Check List Per FDM and TDH Part 3

Florida's Turnpike Enterprise Roadway Phase III (90%) & Phase IV (100%) Check List Per FDM and TDH Part 3 Notes to Reviewers Section 301 Design Exceptions, Variation, and Technical Memorandums Special directives date and source Key Sheet Section 302 Location Map w/ location of project on map All applicable

More information

TYPICAL SECTIONS TYPICAL NO. 1 (MAINLINE) STA TO STA STA TO STA ROUNDING DETAIL TYPICAL NO.

TYPICAL SECTIONS TYPICAL NO. 1 (MAINLINE) STA TO STA STA TO STA ROUNDING DETAIL TYPICAL NO. FILL SECTION TYPICAL NO. 1 (MAINLINE) STA. 2434. TO STA. 244035.16 STA. 244396.83 TO STA. 2449. CUT SECTION ROUNDING DETAIL FILL SECTION TYPICAL NO. 3 (DETOUR) CUT SECTION STA. 242849.86 TO STA. 2453.88

More information

COLLIER COUNTY. Public Utilities Department Utility Deviation Approval Sheet. CC Resource Recovery Park DIW - FM separation from drainage structures

COLLIER COUNTY. Public Utilities Department Utility Deviation Approval Sheet. CC Resource Recovery Park DIW - FM separation from drainage structures Page 1 of 1 Public Utilities Department Utility Deviation Approval Sheet Project Name: CC Resource Recovery Park DIW - FM separation from drainage structures Submitted By Date LawrenceAlewineVEN 01/20/2017

More information

P.E. Civil Exam Review:

P.E. Civil Exam Review: P.E. Civil Exam Review: Geometric Design J.P. Mohsen Email: jpm@louisville.edu Horizontal Curves Slide 2 Back tangent Forward tangent T T Slide 3 Back tangent Forward tangent T T P.C. or T.C. P.T. Slide

More information

CONSTRUCTION PLANS FOR: MUNICIPAL BUILDING REHABILITATION SECTION 26, TOWNSHIP 31 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA TAMPA ROAD C1

CONSTRUCTION PLANS FOR: MUNICIPAL BUILDING REHABILITATION SECTION 26, TOWNSHIP 31 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA TAMPA ROAD C1 ROAD EAST SUNSINE SKYWAY CONSTRUCTION PLANS FOR: SECTION 26, TOWNSIP 31 SOUT, RANGE 15 EAST PINELLAS COUNTY, FLORIDA FLORIDA AVE TARPON AVE LAKE KEYSTONE ROAD LAKE KLOSTERMAN ROAD TARPON D R A W I N G

More information

CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS

CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS CITY OF LA MARQUE CHAPTER 2 -------------------------------------------- GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS CHAPTER 2 ------------------------------------------------

More information

AGRICULTURE (AG) BUILDING

AGRICULTURE (AG) BUILDING (E) FLOAT A PIER 2 OUTLINE OF FORMER FERRY RMINAL FERRY BUILDING PLAZA PLATFORM FENCE LEGEND: FERRY BUILDING EXISTING FERRY PLAZA CONCRE DECK (E) PORTAL RELOCAD 42IN GUARD RAIL AND 8FT CONCRE (E) 42IN

More information

Your NAMI State Organization

Your NAMI State Organization Your NAMI State Organization State: State Organization: Florida NAMI Florida NAMI Florida PO Box 961 Tallahassee, FL 32302 Phone: (850) 671-4445 Fax: (850) 671-5272 Email Additional Contact Info: info@namiflorida.org

More information

NRE DESIGN PARK SITE DEVELOPMENT PLANS SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY OF NAPLES, COLLIER COUNTY, FLORIDA

NRE DESIGN PARK SITE DEVELOPMENT PLANS SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY OF NAPLES, COLLIER COUNTY, FLORIDA SITE DEVELOPMENT PLANS LEGAL SUBJECT PROPERTY SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY, COLLIER COUNTY, FLORIDA PROPERTY OWNER: ENTERPRISE PLAZA LLC 404 CITATION PT, FL 34104 GULF MEXICO PREPARED

More information

i. Shoring layout. ii. Shoring sections and details (including anchor details, if required).

i. Shoring layout. ii. Shoring sections and details (including anchor details, if required). 1. Design NOC 1.1 Shoring Design NOC: b. Required Drawings (DLTM COORDINATES) i. Shoring layout. ii. Shoring sections and details (including anchor details, if required). 1. Shoring Works NOC should be

More information

Symmetrical Parabolic Curve In highway practice, abrupt change in the vertical direction of moving vehicles should be avoided. In order to provide

Symmetrical Parabolic Curve In highway practice, abrupt change in the vertical direction of moving vehicles should be avoided. In order to provide Symmetrical Parabolic Curve In highway practice, abrupt change in the vertical direction of moving vehicles should be avoided. In order to provide gradual change in its vertical direction, a parabolic

More information

CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)

CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360) CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA 98501 (360) 754-4180 Email: cdd@ci.tumwater.wa.us WATER-SEWER-STREET-STORM (IN CITY) Submittal Checklist TUM - RCVD BY DATE STAMP APPLICANT INFORMATION

More information

Digitally Signed 06/02/2015

Digitally Signed 06/02/2015 Digitally Signed 06/0/05 Digitally Signed 06/0/05 Digitally Signed 06/0/05 FED. ROAD DIST. NO. STATE FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 6--5 6 ARK. JOB NO. 08057 6 8 075 QUANTITIES 5706 SUMMARY

More information

Public Projects Plan Submittal Guidelines Revised August 4, 2017 Plan submittal Process: 10% Plans 25% Plans 30% Plans 60% Plans 90% Plans

Public Projects Plan Submittal Guidelines Revised August 4, 2017 Plan submittal Process: 10% Plans 25% Plans 30% Plans 60% Plans 90% Plans Plan submittal Process: 10% Plans - Based on survey and include detailed horizontal geometry per Public Project Checklist. 25% Plans - Plans include profiles, typical sections, phasing & cross sections

More information

Segmental Bridge Technology Established and Evolving. W. Jay Rohleder, Jr, P.E., S.E. Senior Vice President / Project Development FIGG

Segmental Bridge Technology Established and Evolving. W. Jay Rohleder, Jr, P.E., S.E. Senior Vice President / Project Development FIGG 1 Segmental Bridge Technology Established and Evolving W. Jay Rohleder, Jr, P.E., S.E. Senior Vice President / Project Development FIGG 2 Segmental Bridge Topics Addressed Definition of concrete segmental

More information

2017 Income Limits and Rent Limits Florida Housing Finance Corporation SHIP Program

2017 Income Limits and Rent Limits Florida Housing Finance Corporation SHIP Program Alachua County 30% 13,650 16,240 20,420 24,600 28,780 32,960 37,140 41,320 Refer to HUD 341 373 510 667 824 980 (Gainesville MSA) 50% 22,750 26,000 29,250 32,450 35,050 37,650 40,250 42,850 45,430 48,026

More information

E:\Wilmot\DGN\14018pp.dgn 3/11/2015 6:49:16 AM

E:\Wilmot\DGN\14018pp.dgn 3/11/2015 6:49:16 AM 600-06 SHOULDER WIDENING FOR TYPE (SPECIAL) GUARDRAIL TERMINALS E:\Wilmot\DGN\08pp.dgn //05 6:9:6 AM E:\DGN\08SUP.dgn //05 ::55 PM E:\DGN\08SUP.dgn //05 :8:0 PM E:\DGN\08-WRG.dgn //05 :8:5 PM E:\DGN\08SM.dgn

More information

CE 365K Exercise 2: HEC-RAS Modeling Spring 2014 Hydraulic Engineering Design

CE 365K Exercise 2: HEC-RAS Modeling Spring 2014 Hydraulic Engineering Design CE 365K Exercise 2: HEC-RAS Modeling Spring 2014 Hydraulic Engineering Design This exercise was prepared by Fernando R. Salas and David R. Maidment Introduction In this exercise, we will learn how to setup

More information

Clarifications in italics added July 2018

Clarifications in italics added July 2018 SECTION 10000 RECORD DRAWING CHECKLIST Clarifications in italics added July 2018 All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes,

More information

SANTA MONICA BOULEVARD BEVERLY HILLS OWNER: 9908 SANTA MONICA BLVD., LLC SAN VICENTE BLVD. SUITE 550

SANTA MONICA BOULEVARD BEVERLY HILLS OWNER: 9908 SANTA MONICA BLVD., LLC SAN VICENTE BLVD. SUITE 550 BEVERLY HILLS OWNER: 777 SAN VICENTE BLVD. 550 SHEET INDEX: A-000.00 A-00.00 A-00.00 A-003.00 A-004.00 A-005.00 A-006.00 A-007.00 A-080.00 A-090.00 A-00.00 A-0.00 A-0.00 A-30.00 A-40.00 A-50.00 A-00.00

More information

GENERAL NOTES ABBREVIATIONS DRAWING THEME STRUCTURAL DRAWING LIST SUBMITTALS S101 GENERAL NOTES SOUTH DYKE RIVERFRONT WALKWAY

GENERAL NOTES ABBREVIATIONS DRAWING THEME STRUCTURAL DRAWING LIST SUBMITTALS S101 GENERAL NOTES SOUTH DYKE RIVERFRONT WALKWAY GENERAL NOTES ABBREVIATIONS DRAWING THEME SUBMITTALS STRUCTURAL DRAWING LIST GENERAL NOTES S0 LETTERS OF ASSURANCE TENDER DOCUMENTS DESIGN BY CONTRACTORS TEMPORARY AND ANCILLARY WORKS AND SITE SAFETY FIELD

More information

TAXIWAY B NORTH ROAD RUNWAY TAXIWAY C NORTH ROAD VICINITY MAP. Plans Prepared By:

TAXIWAY B NORTH ROAD RUNWAY TAXIWAY C NORTH ROAD VICINITY MAP. Plans Prepared By: CONSTRUCTION PLANS CITY OF NAPLES AUTHORITY (APF) NAPLES, COLLIER COUNTY, FLORIDA NAA BID NO. : TBD FAA AIP NO.: N/A FDOT FM NO.: N/A HANSON PROJ. NO. 15A0023 CITY OF NAPLES AUTHORITY BOARD OF COMMISSIONERS

More information

CITY OF LAREDO 3MG SAN ISIDRO SUBDIVISION ELEVATED STORAGE TANK

CITY OF LAREDO 3MG SAN ISIDRO SUBDIVISION ELEVATED STORAGE TANK PROJECT LOCATION FOR 3MG ELEVATED STORAGE TANK AT SAN ISIDRO SUBDIVISION CITY OF LAREDO 3MG SAN ISIDRO SUBDIVISION ELEVATED STORAGE TANK engineers architects surveyors below. Knowwhat's Call beforeyoudig.

More information

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223 PROJECT LOCATION: 95 NOCATEE PARKWAY PONTE VEDRA, FL. 38 J. Collins Engineering Associates, LLC 56-3 San Jose Blvd. Jacksonville, Florida 32223 NOT TO SCALE 904-262-42 sm sm ON DRAWING WHERE SECTION OR

More information

Radius Return Select this option to annotate the elevations along the radius return of the intersection.

Radius Return Select this option to annotate the elevations along the radius return of the intersection. ODOT_IntersectionDetail.mvba Application Name: Current version: Required MicroStation Version: Required GEOPAK Version: Video Documentation ODOT_IntersectionDetail.mvba V11.07.15 MicroStation XM or V8i

More information

FEDERAL DEPOSIT INSURANCE CORPORATION Effective: 12/1/2011 STATE:FLORIDA A D J U S T E D I N C O M E L I M I T S

FEDERAL DEPOSIT INSURANCE CORPORATION Effective: 12/1/2011 STATE:FLORIDA A D J U S T E D I N C O M E L I M I T S Cape Coral-Fort Myers, FL MSA VERY LOW INCOME 19950 22800 25650 28500 30800 33100 35350 37650 65% LIMITS 25950 29650 33350 37050 40050 43000 45950 48950 LOW INCOME 31950 36500 41050 45600 49250 52900 56550

More information

Dauphin Island Bridge

Dauphin Island Bridge Design/Construction Feature Dauphin Island Bridge Presents the major design/construction highlights of the Dauphin Island Bridge a 17,814-ft (5430 m) long prestressed concrete structure located near Mobile,

More information

24" max from each end of the ledger. See detail 6A & 6B, typ. both ends IRC R Ledger R507.2

24 max from each end of the ledger. See detail 6A & 6B, typ. both ends IRC R Ledger R507.2 NOTE: All exposed lumber to be pressure treated (P.T.) or decay resistant. Fasteners for P.T. wood shall be hot-dipped galv. or stainless steel, typical. see pages 2 & 5 for footings 8'-0" -10'-0" Beam

More information

TOWN OF GARDEN CITY, UTAH GARDEN CITY PARK TRAIL

TOWN OF GARDEN CITY, UTAH GARDEN CITY PARK TRAIL TOWN OF GARDEN CITY, UTAH GARDEN CITY PARK TRAIL RICH COUNTY, UTAH INDEX OF SHEETS Sheet Number Sheet Title NOTICE AND DISCLAIMER The plans and/or specifications (Documents) are the property of J-U-B Engineers,

More information

ABC and Innovative Bridge Construction for Minnesota Local Roads

ABC and Innovative Bridge Construction for Minnesota Local Roads ABC and Innovative Bridge Construction for Minnesota Local Roads May 23, 2013 To box the cha of t unl qua gra ma all g You ma add Tex Chris Werner, PE Senior Bridge Engineer HDR Engineering, Inc. 763-278-5918

More information

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation

More information

Excavation and embankment (cut and fill)

Excavation and embankment (cut and fill) Excavation and embankment (cut and fill) Excavation = the removal of soil or rock from its natural location. Embankment = the placement and compaction of layers of earth or rock to form a roadbed of the

More information

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST YES* GENERAL SUBMISSION ITEMS Does the submission include: 1. Thirteen (13) copies of completed Application Form? 2. Thirteen (13) copies of the Preliminary

More information

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation

More information

MAINTENANCE OF TRAFFIC &

MAINTENANCE OF TRAFFIC & 2/28/2015 5:05:15 PM d106136001k(01).dgn MANAGER Dave Covington, P.E. (540) 292-3802 VA. 29 1K(1) TRANSPORTATION OPERATIONS (TO) PLAN A). THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 1. POST A LIST

More information

SurvCADDR. Section - Profile Module. File Modify Display Draw Inq-Set Pnts Profiles Design Sections Misc PRODUCT DESCRIPTION BENEFITS & ADVANTAGES

SurvCADDR. Section - Profile Module. File Modify Display Draw Inq-Set Pnts Profiles Design Sections Misc PRODUCT DESCRIPTION BENEFITS & ADVANTAGES File Modify Display Draw Inq-Set Pnts Profiles Design Sections Misc SurvCADDR Section - Profile Module PRODUCT DESCRIPTION engineeringsoftwareforanexpandinguniverse The Section - Profile Module creates

More information

DEVELOPMENT PLAN CHECKLIST

DEVELOPMENT PLAN CHECKLIST Project Identification Information: DEVELOPMENT PLAN CHECKLIST 1.0 GENERAL 1.1 Additional information as required by specific Land Use 1.2 All sheets to include sheet number ( of ) 1.3 Seal and signature

More information

INSTALLATION GUIDE PermaTrak. Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975

INSTALLATION GUIDE PermaTrak. Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975 INSTALLATION GUIDE 2009-2017 PermaTrak. Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975 Table of Contents Project Overview Forward, Acceptability Criteria, Safety,

More information

SECTION 6A ROADWAY PLAN PREPARATION

SECTION 6A ROADWAY PLAN PREPARATION SECTION 6A ROADWAY PLAN PREPARATION Table of Contents Page No 6A.1 GENERAL...1 6A.2 PRELIMINARY PLANS...3 6A.2.1 PRELIMINARY PLAN SHEETS...3 6A.2.2 PRELIMINARY PROFILE SHEETS...4 6A.3 PHASE A PLANS...4

More information

Washington County Road Engineering Plan Submittal/Review Checklist

Washington County Road Engineering Plan Submittal/Review Checklist Washington County Road Engineering Plan Submittal/Review Checklist Washington County Land Use Case File Number: Parcel(s): Developer/Owner Name(s): Developer/Owner E-mail(s): The following elements should

More information

Bridge Design and Drafting Manual Oregon Department of Transportation

Bridge Design and Drafting Manual Oregon Department of Transportation Bridge Design and Drafting Manual - 2005 SECTION 2: DRAFTING PRACTICES 2.1 COMPUTER AIDED DRAFTING (CAD) 2.1.1 Standard File Format The standard file format for submission of electronic CAD files to the

More information

90% SUBMITTAL MAY 2015

90% SUBMITTAL MAY 2015 CONSTRUCTION CONTRACT NO. TBD STATE OF FLORIDA CHIPLEY 0 95 75 DEPARTMENT OF TRANSPORTATION PENSACOLA FORT WALTON BEACH TALLAHASSEE 0 LAKE 295 JACKSONVILLE PANAMA CITY CITY ST AUGUSTINE GAINESVILLE CONTRACT

More information

WATER STRUCTURE LEGAL & SURVEY TOPOGRAPHY/GRADING LANDSCAPE/VEGETATION

WATER STRUCTURE LEGAL & SURVEY TOPOGRAPHY/GRADING LANDSCAPE/VEGETATION REVISION IDENTIFIER DETAIL LABEL CALLOUT LABEL 1 SHEET ABANDONED ASBESTOS CEMENT BALK OF WALK BEGINNING OF CURVE BENCH MARK BUILDING CAPACITY CAST IRON CATCH BASIN CATCH BASIN MANHOLE CENTER LINE CERTIFICATE

More information

COHANSEY AVENUE BRIDGE OVER LLAGAS CREEK IN THE CITY OF GILROY, CALIFORNIA

COHANSEY AVENUE BRIDGE OVER LLAGAS CREEK IN THE CITY OF GILROY, CALIFORNIA APPROVAL APPROVED : RICK SMELSER, CITY ENGINEER - CITY OF GILROY RCE 39259 EP. 12/31/15 THE CITY OF GILROY PROJECT PLANS FOR COHANSEY AVENUE BRIDGE OVER LLAGAS CREEK IN THE CITY OF GILROY, CALIFORNIA To

More information

PLAN SHEET. Feet. Feet REMOVE SAND CEMENT HEADWALL AND CONSTRUCT MES. SEE INDEX 272. CR 229 CONST. CR 229

PLAN SHEET. Feet. Feet REMOVE SAND CEMENT HEADWALL AND CONSTRUCT MES. SEE INDEX 272. CR 229 CONST. CR 229 MATCH LIE STA. 41+35. MATCH LIE STA. 46+75. PC STA. 46+75.33 47 REMOVE SAD CEMET HEADWALL AD S-3 COSTRUCT MES. SEE IDEX 272. 42 43 44 45 46 48 COST. CURVE DATA CLCOST2 PI STA. = 48+63.31 T = 187. L = 375.42

More information

LETTING : CALL : 029 COUNTIES : GOODHUE

LETTING : CALL : 029 COUNTIES : GOODHUE PAGE : -1 NUMBER OF DAYS: 80 BRIDGE COUNT : 2 CONTRACT DESCRIPTION : GRADING, SURFACING, LIGHTING AND BRIDGE NO. 25024. CONTRACT LOCATION: LOCATED ON T.H. 61 FROM 30' NORTH OF NORTH LAKESHORE DRIVE TO

More information

MICHIGAN DESIGN MANUAL ROAD DESIGN CHAPTER

MICHIGAN DESIGN MANUAL ROAD DESIGN CHAPTER 1.01 DEVELOPMENT METHODS 1.01.01 References 1.01.02 General 1.01.03 Survey and Mapping Methods 1.02 PLAN SHEETS MICHIGAN DESIGN MANUAL 1.02.01 Title Sheet A. Project Location B. Traffic Data C. Project

More information

RAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch

RAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch Limits of pay length for Bridge RailType 10M (For post spacing, see Dwg. No. B ) B60610 (Use with B60610A) 8 min. 1 max. 8 min. 1 max. 10 0 Max. 10 0 Max. post spacing 10 0 Max. 2 5 Post 1 x 1 slotted

More information

OAK RUN BUILDING PERMIT

OAK RUN BUILDING PERMIT OAK RUN BUILDING PERMIT (DOCK APPLICATION) ALL PERMIT APPLICATIONS MUST BE SUBMITTED AT THE POA OFFICE A MINIMUM OF 48 HOURS BEFORE THE SCHEDULED MEETING. ALL INFORMATION MUST BE SUPPLIED AND HAVE PROPER

More information

CATB CATB MHCB RELOCATE EXISTING CB (TYP) CATB CATB EXISTING MULTI USE PATH 9+900

CATB CATB MHCB RELOCATE EXISTING CB (TYP) CATB CATB EXISTING MULTI USE PATH 9+900 SERVICE DATA POB 9+700.000 MATCH EXISTING CONC INTRBK WV WV VC 6563512 INTRBK GV CONC INTRBK LIMIT OF CONSTRUCTION STATION 9+720 ASPH STM ASPH INTRBK CONC ASPH CONC DERRY MULTIUSE TRAIL 9+800 BMH BMH MH

More information

Letter of Submittal & Attachments

Letter of Submittal & Attachments ORIGINAL Letter of Submittal & Attachments State Project No.: (NFO) 0035-087-112, PE-101, RW-201, C-501, B-604 Federal Project No.: BR-087-5(014) Contract ID Number: C00081457DB57 September 11, 2013 submitted

More information

10010 RECORD DRAWING INFORMATION

10010 RECORD DRAWING INFORMATION SECTION 10000 RECORD DRAWING CHECK LIST All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes, shall submit to the Town of Cary Engineering

More information

City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16

City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16 City of Beaumont Public Works Engineering Project Name: TR: Project No.: Date: Street Improvement Plan Checklist Chk A. All Sheets 1. 24" x 36" 2. Signed by the engineer-of-work 3. Marked with the contact

More information

CONSTRUCTION PLANS COLLIER BOULEVARD & GOLDEN GATE CANAL 36" WATER MAIN DIRECTIONAL DRILL

CONSTRUCTION PLANS COLLIER BOULEVARD & GOLDEN GATE CANAL 36 WATER MAIN DIRECTIONAL DRILL CHIPLEY CONSTRUCTION PLNS COLLIER BOULEVRD & GOLDEN GTE CNL PENSCOL PNM CITY TLLHSSEE JCKSONVILLE LKE CITY ST UGUSTINE GINESVILLE DYTON BECH OCL DELND JOHNSON STREET P.O. BOX FORT MYERS, FLORID - PHONE:

More information

Plan Preparation Checklist

Plan Preparation Checklist Appendix D Plan Preparation Checklist It is the responsibility of the Designer to complete and submit this checklist along with all required drawings for OUC (EFP) Review. All drawings submitted for OUC

More information

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for

More information

Florida Venture Capital Highlights

Florida Venture Capital Highlights InternetCoast Florida Innovation Highlights Series Florida Venture Capital Highlights 2013 2017 2017 Florida Investment Activity Best Since 2000 InternetCoast January 2018 Dale Gregory President, InternetCoast

More information

MARQUETTE GREENWAY TRAIL

MARQUETTE GREENWAY TRAIL ------ ------ TRAFFIC DATA A.A.D.T. (2010) A.A.D.T. (ED 2022) D.H.V. (2022) DIRECTIONAL DISTRIBUTION TRUCKS N/A N/A N/A N/A N/A DESIGN DATA DESIGN SPEED DESIGN CRITERIA FUNCTIONAL CLASSIFICATION RURAL/URBAN

More information

Item 2. September 28, 2017

Item 2. September 28, 2017 September 28, 2017 Item 2 Applicant: Georgetown Development Location: 190 N 1100 W Prepared by: Sean Conroy, Community Development Director Public Hearing: No Zone: PRD-1 Attachments: 1. Findings. 2. Project

More information

SECTION 9.00 AS-BUILT DRAWING REQUIREMENTS SUB-INDEX

SECTION 9.00 AS-BUILT DRAWING REQUIREMENTS SUB-INDEX SECTION 9.00 AS-BUILT DRAWING REQUIREMENTS SUB-INDEX 9.00 AS-BUILT DRAWING REQUIREMENTS 9.01 As-Built Check List 1 Supp 1 2016 Supp # 2 Aug. 2017 AS-BUILT DRAWING REQUIREMENTS As-Built Review Fee is $200.00

More information

Bengal Engineering is pleased to submit the 95% PSE package for your review and approval.

Bengal Engineering is pleased to submit the 95% PSE package for your review and approval. September 25, 2015 To: From: Henry Servin, C.E., T.E. City Transportation Engineer City of Gilroy, Public Works Department 7351 Rosanna Street Gilroy, CA 95020, Inc. 250 Big Sur Drive Subject: Cohansey

More information

SCOUR: EVALUATION AND RIPRAP. John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch

SCOUR: EVALUATION AND RIPRAP. John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch SCOUR: EVALUATION AND RIPRAP John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch IMPORTANCE OF SCOUR The most common cause of bridge failures is from floods scouring bed material from around

More information

8000 SERIES SLIDER - 2 LITE (DUAL SLIDE) (ELEVATION DRAWING)

8000 SERIES SLIDER - 2 LITE (DUAL SLIDE) (ELEVATION DRAWING) - 2 LITE (DUAL SLIDE) (ELEVATION DRAWING) HEAD (MEETING RAIL) NOTE: ELEVATION VIEWED FROM THE OUTSIDE LOOKING IN. ELEVATION DRAWING 3" = 1' - 0" SL1.1 - 3 LITE (END VENT) (ELEVATION DRAWING) HEAD 3 LITE

More information

SECTION 2.0 PREPARATION OF MASTER PLANS, CONSTRUCTION PLANS, AND RECORD DRAWINGS

SECTION 2.0 PREPARATION OF MASTER PLANS, CONSTRUCTION PLANS, AND RECORD DRAWINGS SECTION 2.0 PREPARATION OF MASTER PLANS, CONSTRUCTION PLANS, AND RECORD DRAWINGS 2.1 MASTER PLAN 2.1.1 A Master Plan for water, wastewater, and/or reclaimed water is required for all residential or commercial

More information

Segmental Bridge Construction. Segmental Bridges It s a Construction Technique with Design Implications. Plans Review Group

Segmental Bridge Construction. Segmental Bridges It s a Construction Technique with Design Implications. Plans Review Group Structures g Design Plans Review Group Segmental Bridge Construction Segmental Bridges It s a Construction Technique with Design Implications 2010 FDOT/FTBA Construction Conference February 23-24 Orlando,

More information

DOCUMENT SUBMITTAL REQUIREMENTS FOR AN ALTERATION OR ADDITION TO AN EXISTING SINGLE-FAMILY DWELLING OR MULTI-FAMILY DWELLING

DOCUMENT SUBMITTAL REQUIREMENTS FOR AN ALTERATION OR ADDITION TO AN EXISTING SINGLE-FAMILY DWELLING OR MULTI-FAMILY DWELLING INFORMATION BULLETIN / PUBLIC - GENERAL INFORMATION REFERENCE NO.: Effective: 10-01-99 DOCUMENT NO. P/GI 2002-008 Revised: 11-01-02 Previously Issued As: IB ST-4 DOCUMENT SUBMITTAL REQUIREMENTS FOR AN

More information

CHAPTER 11 SURVEY CADD

CHAPTER 11 SURVEY CADD CHAPTER 11 SURVEY CADD Chapter Contents Sec. 11.01 Sec. 11.02 Sec. 11.03 Sec. 11.04 Sec. 11.05 Sec. 11.06 Sec. 11.07 Sec. 11.08 Sec. 11.09 Sec. 11.10 General Description of Survey File Contents of Survey

More information

CAMBRIDGE LAKES NORTH - UNIT A6 FINAL PLAT OF SUBDIVISION PINGREE GROVE, ILLINOIS SHEET

CAMBRIDGE LAKES NORTH - UNIT A6 FINAL PLAT OF SUBDIVISION PINGREE GROVE, ILLINOIS SHEET January 18, 2018-12:51 Dwg Name: P:\Cacpgn\dwg\Surv\Final Drawings\Plat of Subdivision\Unit A6\CACPGN A06 Pg 1 n 4.dwg Updated By: bstrohl PROJ. MGR.: PROJ. ASSOC.: DRAWN BY: DATE: SCALE: 1 4 SHEET OF

More information

CONTRACT 1 DISTRICT G WATER STORAGE TANK EASTHAM, MASSACHUSETTS FEBRUARY 2015

CONTRACT 1 DISTRICT G WATER STORAGE TANK EASTHAM, MASSACHUSETTS FEBRUARY 2015 LIST OF DRAWINGS DISTRICT G TANK SITE LOCATION I EASTHAM ENGINEER'S PROJECT NUMBER G-1 GENERAL NOTES AND LEGEND C-1 EXISTING CONDITIONS PLAN DWSRF PROJECT NUMBER C-2 PROPOSED WATER STORAGE TANK SITE PLAN

More information

Section 7 Notes and Annotations

Section 7 Notes and Annotations Section 7 Notes and Annotations Drive Structure Fence Begin/End Project, Crossing Utilities, Eisting Ground, Finished Grade, Flow Lines Guardrail, Mailbo, Present/Proposed/Temporary Right of Way Special

More information

BRIDGE TYPE CONCEPT EVALUATION

BRIDGE TYPE CONCEPT EVALUATION SD44/PLATTE-WINNER BRIDGE CORRIDOR STUDY AND ENVIRONMENTAL ASSESSMENT Agreement No. 410583, Work Order PD-19-16 Project Nos. HP5596(19); P0044()290, PCN 05X0 PROJECT MEMORANDUM BRIDGE TYPE CONCEPT EVALUATION

More information

Porter County Plan Commission

Porter County Plan Commission Plan Type: Development Plan Administrative DRC PC Primary Plan Administrative DRC PC Secondary Plat/Replat Administrative DRC PC PUD Conceptual Detailed Final Project Information Project Name: Developer

More information

Project Name: County File No.: Checked by: For: Date:

Project Name: County File No.: Checked by: For: Date: Project Name: County File No.: Checked by: For: Date: Print name Firm or agency Items noted in the checklist shall be considered the minimum amount of information necessary for submission of construction

More information

CHAPTER REQUIREMENTS FOR PLATS AND SITE PLANS

CHAPTER REQUIREMENTS FOR PLATS AND SITE PLANS CITY OF MOSES LAKE MUNICIPAL CODE CHAPTER 17.15 REQUIREMENTS FOR PLATS AND SITE PLANS Sections: 17.15.010 Purpose 17.15.020 General Requirements 17.15.030 Specific Plat Requirements 17.15.040 Specific

More information

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE E-10 ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS The City of Lompoc has determined that the Engineering Division should administer and issue Encroachment

More information

DOCUMENT SUBMITTAL REQUIREMENTS FOR A NEW SINGLE-FAMILY DWELLING

DOCUMENT SUBMITTAL REQUIREMENTS FOR A NEW SINGLE-FAMILY DWELLING INFORMATION BULLETIN / GENERAL INFORMATION REFERENCE NO.: DOCUMENT NO.: P/GI 2014-009 Previously Issued As: P/GI 2011-009 Effective: 01-01-2014 Revised : DOCUMENT SUBMITTAL REQUIREMENTS FOR A NEW SINGLE-FAMILY

More information

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist Project Name Project Number Engineer Plans are to be designed based on the standards set forth in the Anne Arundel County Design Manual Standards and Specifications, and all other manuals as stipulated

More information

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee) MEMORANDUM MICHAEL B. FLETCHER, P.E. COUNTY ENGINEER 327 N. Ashley Street Valdosta, GA 31601 Telephone: (229) 671-2424 Fax: (229) 245-5299 mfletcher@lowndescounty.com LOWNDES COUNTY ENGINEERING PLAN REVIEW

More information

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD. Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND

More information

FIGG. Accelerated With Bridge Construction. Concrete Segmental. Bridges. William R. (Randy) Cox, P.E. American Segmental Bridge Institute

FIGG. Accelerated With Bridge Construction. Concrete Segmental. Bridges. William R. (Randy) Cox, P.E. American Segmental Bridge Institute Accelerated With Bridge Construction Bridges Concrete Segmental William R. (Randy) Cox, P.E. American Segmental Bridge Institute Outline Introduction Precast Segmental Bridges Balanced Cantilever Span-by-Span

More information

Lincoln County Public Works Water and Sewer Submittal Application

Lincoln County Public Works Water and Sewer Submittal Application Lincoln County Public Works Water and Sewer Submittal Application 1. Date Submitted: Submittal Number: 2. Project Name of Project: 3. Project Address/Location: 4. Owners Name: Address: Contact Number:

More information

FLORIDA CERTIFIED LOCAL GOVERNMENTS As of August 15, Senior Planner

FLORIDA CERTIFIED LOCAL GOVERNMENTS As of August 15, Senior Planner City of Auburndale Ms. Amy Palmer Community Development Director Post Office Box 186 Auburndale, FL 33823-0186 Phone: (863) 965-5530 Fax: (863) 965-5507 Email: apalmer@auburndalefl.com Certification Date:

More information

1.1 RELATED DOCUMENTS

1.1 RELATED DOCUMENTS SECTION 050505 -BEVEL RAIL ENDS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification Sections

More information

Section 101. Street Design

Section 101. Street Design Section 101 Street Design This section establishes the uniform policies and procedures for the preparation of street design plans and construction requirements in the City of Irvine. It is not intended

More information

List of Figures. List of Forms

List of Figures. List of Forms City of Columbia Engineering Regulations PART 1: SUBMISSION OF PLANS Table of Contents Paragraph Description Page No. 1.1 General 1-1 1.2 Engineer s Report 1-1 1.3 Plans 1-3 1.4 Revisions to Approved Plan

More information

DEPARTMENT OF TRANSPORTATION

DEPARTMENT OF TRANSPORTATION CHIPLEY PESACOLA 1 FORT WALTO TALLAHASSEE 75 1 LAKE 295 95 JACKSOVILLE BEACH PAAMA CITY CITY ST AUGUSTIE GAIESVILLE IDEX OF PLAS O. 1 2 3-44 TS-US 1 AT KEEDY DR 12 MID-BLOCK (PHB) US 1 EAR KEY PLAZA 12

More information

Money Bayou Outfall Relocation Project

Money Bayou Outfall Relocation Project Permit Sketches and General Notes Money Bayou Outfall Relocation Project 76 & 768 State Road (SR) Port St. Joe, Florida 2456 Section 9, Township 9S, Range W Gulf County, Florida 29 4.8' N, 85 7.2' W APPLICANT

More information

TONOPAH AIRPORT RECONSTRUCT TAXIWAY A

TONOPAH AIRPORT RECONSTRUCT TAXIWAY A RECONSTRUCT TAXIWAY A AIP NO. 3-32-0019-15 PWP-NY-2018-137 NYE COUNTY BID NUMBER 2018-01 NYE COUNTY, NEVADA MARCH 16, 2018 376 Coaldale 265 Silver Peak 6 95 Tonopah TONOPAH AIRPORT Goldfield Warm Springs

More information

Balustrades and Steps Catalogue 2011

Balustrades and Steps Catalogue 2011 cranborne stone Balustrades and Steps Catalogue 2011 Butts Pond, Sturminster Newton, Dorset DT10 1AZ Telephone 01258 472685 Fax 01258 471251 email info@cranbornestone.com web www.cranbornestone.com Introduction

More information

Frequency Tables, Stem-and-Leaf Plots, and Line Plots

Frequency Tables, Stem-and-Leaf Plots, and Line Plots Practice A Tables, Stem-and-Leaf Plots, and Line Plots The table shows normal monthly temperatures for Tampa, Florida, for each month of the year. Month Normal Monthly Temperatures in Tampa Month January

More information

3. The PAC (Permit Application Center) will notify the design professional of plan review results.

3. The PAC (Permit Application Center) will notify the design professional of plan review results. Planning and Development Dept. Infrastructure Division P.O. Box 11706, or 155 Johnston Street Rock Hill, South Carolina 29731-1706 Phone: 803-329-5515 FAX: 803-329-7228 www.cityofrockhill.com AS-BUILT

More information

SECTION II PLAN SUBMITTAL REQUIREMENTS

SECTION II PLAN SUBMITTAL REQUIREMENTS SECTION II PLAN SUBMITTAL REQUIREMENTS A OVERVIEW All plans for construction within the Discovery Bay Property Owners Association DBPOA jurisdiction must be approved by DERC Design Environmental Review

More information

East African Roofing Systems Ltd.

East African Roofing Systems Ltd. East African Roofing Systems Ltd. Iron Sheet Super Tiger sheets are made from pre-painted galvanized iron sheets and combines increased longevity with low maintenance costs. Super Tigersheets are suitable

More information

Ecological Restoration Drafting & Design Guidelines

Ecological Restoration Drafting & Design Guidelines Ecological Restoration Drafting & Design Guidelines Version 2.0 July 2017 Philadelphia Water Ecological Restoration Drafting & Design Guidelines Table of Contents 1.0 INTRODUCTION...2 2.0 GENERAL PLAN

More information

FLORIDA CERTIFIED LOCAL GOVERNMENTS As of September17, Senior Planner

FLORIDA CERTIFIED LOCAL GOVERNMENTS As of September17, Senior Planner City of Auburndale Ms. Amy Palmer Community Development Director Post Office Box 186 Auburndale, FL 33823-0186 Phone: (863) 965-5530 Fax: (863) 965-5507 Email: apalmer@auburndalefl.com Certification Date:

More information

BRIDGE S-803-A TEST PILE EA 4, , , , ,

BRIDGE S-803-A TEST PILE EA 4, , , , , OFFICE OF STATE AID ROAD CONSTRUCTION BID LETTING- PROJECT #: LSBP-65(16) AMOUNT RANK CONTRACT. SURETY OF BID 1 Joe Mcgee ConsSafe Co. 337,266.65 2 Jordan Crane In.Co.of West 345,347.00 3 Fordice Const.Fidelity

More information