FINAL PLANS JULY 08, 2015

Transcription

1 GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM; CURRENT VERSION W S E INDEX OF DRAWINGS Sheet Number Sheet Title 1 COVER SHEET FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION; CURRENT VERSION 2 AERIAL PHOTOGRAPH AND PROJECT LIMITS 3 PROJECT LAYOUT PLAN 4 EXISTING SOIL-CEMENT TOPOGRAPHY TYPICAL CONCRETE OVERLAY SECTION AND DETAILS 6 KEY AND CONSTRUCTION JOINT DETAILS 7-12 SOIL CEMENT CROSS SECTIONS P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396_Cover.dwg 7/8/21 11:2 AM SURVEY PROVIDED BY: George F. Young, Inc. 299 Dr. Martin Luther Kng Jr. Street North St. Petersburg, FL 3371 PLANS PREPARED BY: Copyright and (P) Microsoft Corporation and/or its suppliers. All rights reserved. S I T E L O C A T I O N M A P MANATEE COUNTY, FLORIDA SECTION 8, TOWNSHIP 33 SOUTH, RANGE 2 EAST FINAL PLANS JULY 8, 21 PROJECT LOCATION ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. CONTRACTOR IS TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTE: CONSTRUCTION PLANS ARE AVAILABLE IN AUTODESK CIVIL 3D FORMAT ONLY. ANY FILE CONVERSIONS WILL BE AT THE CONTRACTOR'S EXPENSE. SIGNATURE: NAME: P.E. NUMBER: Know what's JEFF BERISWILL, P.E. R I HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA PRACTICING WITH AMEC FOSTER WHEELER ENVIRONMENT & INFRASTRUCTURE, INC., 2 E. EDGEWOOD DRIVE, SUITE 21, LAKELAND, FL 3383, A CORPORATION AUTHORIZED TO OPERATE AS A BUSINESS PROVIDING ENGINEERING CONSULTING SERVICES (CA-392) BY THE STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF PROFESSIONAL ENGINEERS. I FURTHER CERTIFY THAT I, OR OTHERS UNDER MY DIRECT SUPERVISION, HAVE PREPARED THE ENGINEERING EVALUATIONS, FINDINGS, OPINIONS, CALCULATIONS OR TECHNICAL ADVICE HEREBY REPRESENTED IN THESE PLANS. cn= Date: :48:

2 W E S 1 2 REVISION CONCRETE OVERLAY LIMITS (STA. 28+ TO STA. 29+) EMBANKMENT RAMP EMBANKMENT RAMP DATE SAFFOLD RD NO. + + INTERNAL DIKE 483+ APPROACH CHANNEL 18+ INTERNAL DIKE PLANT INTAKE STRUCTURE (STA ) POWER PLANT SITE PLANT DISCHARGE STRUCTURE (STA ) 1+ P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396_Project-Limits.dwg 7/8/21 11:3 AM EMBANKMENT END SECTION (STA. 483+) BOAT RAMP & ACCESS CHANNEL EMBANKMENT BEGIN SECTION (STA. +) AERIAL PHOTOGRAPH AND PROJECT LIMITS ACCESS ROAD MANATEE POWER PLANT COOLING POND CREST ROAD SEDIMENT DISPOSAL AREA Phone: Fax: CA SPILLWAY (STA ) 2+ INSPECTION ROAD 3+ July 8, 21 CHECKED BY: JAB PROJECT NO.: SR- cn=jeff.beriswill@amecfw.c om Date: :2:4 AERIAL SOURCE: MANATEE ORTHOPHOTOS - 214

3 EMBANKMENT RAMP SPILLWAY DISCHARGE EMBANKMENT RAMP CONCRETE OVERLAY LIMITS (STA. 28+ TO STA. 29+) MANATEE POWER PLANT COOLING POND ACCESS ROAD INSPECTION ROAD ACCESS ROAD EMBANKMENT CREST INSPECTION ROAD W E S 2 4 CHECKED BY: PROJECT NO.: P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396_Project-Layout.dwg 7/8/21 11:3 AM PROJECT LAYOUT PLAN Phone: Fax: AERIAL SOURCE: MANATEE ORTHOPHOTOS July 8, 21 JAB 396 cn=jeff.beriswill@amecfw.c om Date: :2:37

4 W E S 2 4 MATCHLINE REVISION EMBANKMENT RAMP EMBANKMENT CREST EMBANKMENT CREST EXISTING SOIL-CEMENT TOPOGRAPHY MATCHLINE EMBANKMENT RAMP P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396_Exist-Topo.dwg 7/8/21 11:4 AM 2. ELEVATIONS SHOWN ARE NAVD88, FEET. 1. TOPOGRAPHY IS BASED ON COMBINED LIDAR/SONAR SURVEY BY GEORGE F. YOUNG, INC. WITH A GENERAL ACCURACY OF.'±. Phone: Fax: CA-392 NO. DATE 28+ July 8, 21 CHECKED BY: JAB PROJECT NO.: 396 cn=jeff.beriswill@amecfw. com FLA. NO. Date: REG :3:6 AERIAL SOURCE: MANATEE ORTHOPHOTOS - 214

5 8 7 6" MIN. ELEV. 7' (MIN.) OVERLAY SECTION # EPOXY COATED 8" EACH WAY 8" EL. 7' (MIN.) 12" MIN. VARIES - " MIN. VARIES (SEE NOTE ) 8" OVERLAY SECTION # EPOXY COATED 8" EACH WAY 6" MIN. CLEARANCE 1. ORIGINAL CONSTRUCTION DRAWINGS SHOW A MINIMUM 2.' SOIL-CEMENT THICKNESS MEASURED PERPENDICULAR TO THE SLOPE. LOGS OF VERTICAL SOIL-CEMENT CORES WITHIN THE PROJECT SITE ARE PROVIDED IN THE SITE INFORMATION FOR BIDDING REPORT. 2. SOIL-CEMENT SHALL BE CLEANED AND PRESSURE WASHED PRIOR TO CONCRETE OVERLAY PLACEMENT IN ACCORDANCE WITH THE SPECIFICATIONS. 3. THE OVERLAY SECTION IS THE PROJECTED SLOPE ALONG EXISTING SOIL-CEMENT STEP PEAKS TO INSURE A MINIMUM 1' CONCRETE OVERLAY THICKNESS. 4. COLD JOINTS IN EACH OVERLAY CONCRETE STEP SHALL NOT ALIGN WITH THE UNDERLYING STEP AND SHALL BE STAGGERED A MINIMUM OF 1 FEET.. THE CONTRACTOR MAY CONSTRUCT THE OVERLAY STEP HEIGHT BETWEEN 6 INCHES TO 1 FOOT. 6. ALTERNATIVE TRENCH GEOMETRY MAY BE PROPOSED AS LONG AS IT HAS A MINIMUM BOTTOM WIDTH AND TOTAL EFFECTIVE DEPTH. 8 7 Phone: Fax: P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396_Repair-Section.dwg 7/8/21 11:4 AM OVERLAY SECTION PROJECTED SLOPE ALONG STEP PEAKS (SEE NOTE 3) APPROX. BOTTOM OF SOIL-CEMENT (VARIES - SEE NOTE 1) VARIES EXIST. CLEANED SOIL-CEMENT SLOPE WATER EL. '± (VARIES) FIBER-REINFORCED CONCRETE DISTANCE FROM (FEET) (MIN. DIMENSIONS, SEE NOTE 6) 6 CHECKED BY: PROJECT NO.: TYPICAL CONCRETE OVERLAY SECTION AND DETAILS July 8, 21 JAB 396 jeff.beriswill@amecfw.co m cn=jeff.beriswill@amecfw. com Date: :3:43

6 EXIST. SOIL-CEMENT SLOPE VARIES A 1. KEY TO BE EXCAVATED AT END STATION OF THE WORK AREA (STA. 28+ AND STA. 29+). SHALL EXTEND THROUGH EXISTING SOIL-CEMENT STEPS A MINIMUM OF 6 INCHES BELOW THE BOTTOM OF THE STEP RISER. 4" MIN. 4" MIN. SECTION A KEY DETAIL N.T.S. APPROX. BOTTOM OF KEY 4" MIN. A KEY (SEE NOTE 1) EXIST. CLEANED SOIL-CEMENT SLOPE OVERLAY SECTION 4" MIN. FIBER-REINFORCED CONCRETE 2. CONSTRUCTION JOINTS SHALL BE PLACED IN THE CONCRETE OVERLAY STEP TREADS BETWEEN ELEV. 7' AND ELEV. 7'. 3. CONSTRUCTION JOINTS SHALL BE SPACED EVERY 2 FEET ALONG THE STEP ALIGNMENT. KEY - TYPICAL SECTION N.T.S. Phone: Fax: P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396_Repair-Section.dwg 7/8/21 11:4 AM STAIR STEP TREAD 1/4" SAW-CUT JOINT SECTION B CONSTRUCTION JOINT - DETAIL N.T.S. 2" MIN. FIBER-REINFORCED CONCRETE B B SAW-CUT JOINT ON STAIR STEP TREAD 2" MIN. CONSTRUCTION JOINT - TYPICAL SECTION N.T.S. CHECKED BY: PROJECT NO.: KEY AND CONSTRUCTION JOINT DETAILS July 8, 21 JAB 396 cn=jeff.beriswill@amecfw. com Date: :4:1

7 AT ELEV. 7' MIN. AREA = 13.1 SF SECTIONS BASED ON COMBINED LIDAR/SONAR SURVEY BY GEORGE F. YOUNG, INC. WITH A GENERAL ACCURACY OF.'±. 2. SURVEY DATA COULD NOT BE OBTAINED WITHIN THE ZONE OF WAVE DISTURBANCE (GENERALLY BETWEEN ELEV. 6 AND ELEV. ' AT THE TIME OF THE SURVEY.) 3. COOLING POND WATER LEVEL WILL VARY BASED ON THE POWER PLANT NEEDS. 4. SECTION MAY BE VARIED BY THE CONTRACTOR BASED ON SITE CONDITIONS AND CONSTRUCTION METHODS AS APPROVED BY FLORIDA POWER AND LIGHT COMPANY (FPL).. A MINIMUM 1' OVERLAY SECTION THICKNESS SHALL BE MAINTAINED AT ALL LOCATIONS AND STEPS SHALL BE CONTINUOUS WITH SMOOTH TRANSITIONS AT TRANSVERSE JOINTS. 6. TOP OF OVERLAY SHALL BE AT A MINIMUM ELEV. 7'. THE TOP ELEVATION MAY VARY TO MATCH EXISTING STEPS AND TO MAINTAIN A MINIMUM VERTIVAL THICKNESS OF 6" ON THE OVERLAY TIE-IN WITH THE TOP EXISTING SOIL-CEMENT STEP. 7. MATERIAL MECHANICALLY EXCAVATED FROM THE MAY BE DISPOSED IN THE COOLING POND BOTTOM IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION SECTION C - EXCAVATION OF BOTTOM DISTANCE FROM (FEET) STA Phone: Fax: P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396 Plans-XS.dwg 7/8/21 11:4 AM AT ELEV. 7' MIN. AREA = 24.8 SF DISTANCE FROM (FEET) STA LEGEND OVERLAY SECTION EXISTING SOIL CEMENT SLOPE AREA BETWEEN OVERLAY SECTION AND EXISTING SOIL-CEMENT SOIL-CEMENT CROSS SECTIONS STA. 28+ TO STA CHECKED BY: JAB PROJECT NO.: 396 cn=jeff.beriswill@amecfw.co m Date: ::3 July 8, 21

8 AT ELEV. 7' MIN. AREA = 12. SF SECTIONS BASED ON COMBINED LIDAR/SONAR SURVEY BY GEORGE F. YOUNG, INC. WITH A GENERAL ACCURACY OF.'±. 2. SURVEY DATA COULD NOT BE OBTAINED WITHIN THE ZONE OF WAVE DISTURBANCE (GENERALLY BETWEEN ELEV. 6 AND ELEV. ' AT THE TIME OF THE SURVEY.) 3. COOLING POND WATER LEVEL WILL VARY BASED ON THE POWER PLANT NEEDS. 4. SECTION MAY BE VARIED BY THE CONTRACTOR BASED ON SITE CONDITIONS AND CONSTRUCTION METHODS AS APPROVED BY FLORIDA POWER AND LIGHT COMPANY (FPL).. A MINIMUM 1' OVERLAY SECTION THICKNESS SHALL BE MAINTAINED AT ALL LOCATIONS AND STEPS SHALL BE CONTINUOUS WITH SMOOTH TRANSITIONS AT TRANSVERSE JOINTS. 6. TOP OF OVERLAY SHALL BE AT A MINIMUM ELEV. 7'. THE TOP ELEVATION MAY VARY TO MATCH EXISTING STEPS AND TO MAINTAIN A MINIMUM VERTIVAL THICKNESS OF 6" ON THE OVERLAY TIE-IN WITH THE TOP EXISTING SOIL-CEMENT STEP. 7. MATERIAL MECHANICALLY EXCAVATED FROM THE MAY BE DISPOSED IN THE COOLING POND BOTTOM IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION SECTION C - EXCAVATION OF BOTTOM DISTANCE FROM (FEET) STA Phone: Fax: P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396 Plans-XS.dwg 7/8/21 11:4 AM AT ELEV. 7' MIN. AREA = 1.4 SF DISTANCE FROM (FEET) STA LEGEND OVERLAY SECTION EXISTING SOIL CEMENT SLOPE AREA BETWEEN OVERLAY SECTION AND EXISTING SOIL-CEMENT SOIL-CEMENT CROSS SECTIONS STA TO STA CHECKED Digitally signed BY: JAB by PROJECT NO.: 396 cn=jeff.beriswill@amecfw.c om Date: ::3 July 8, 21

9 AT ELEV. 7' MIN. AREA = 19.7 SF SECTIONS BASED ON COMBINED LIDAR/SONAR SURVEY BY GEORGE F. YOUNG, INC. WITH A GENERAL ACCURACY OF.'±. 2. SURVEY DATA COULD NOT BE OBTAINED WITHIN THE ZONE OF WAVE DISTURBANCE (GENERALLY BETWEEN ELEV. 6 AND ELEV. ' AT THE TIME OF THE SURVEY.) 3. COOLING POND WATER LEVEL WILL VARY BASED ON THE POWER PLANT NEEDS. 4. SECTION MAY BE VARIED BY THE CONTRACTOR BASED ON SITE CONDITIONS AND CONSTRUCTION METHODS AS APPROVED BY FLORIDA POWER AND LIGHT COMPANY (FPL).. A MINIMUM 1' OVERLAY SECTION THICKNESS SHALL BE MAINTAINED AT ALL LOCATIONS AND STEPS SHALL BE CONTINUOUS WITH SMOOTH TRANSITIONS AT TRANSVERSE JOINTS. 6. TOP OF OVERLAY SHALL BE AT A MINIMUM ELEV. 7'. THE TOP ELEVATION MAY VARY TO MATCH EXISTING STEPS AND TO MAINTAIN A MINIMUM VERTIVAL THICKNESS OF 6" ON THE OVERLAY TIE-IN WITH THE TOP EXISTING SOIL-CEMENT STEP. 7. MATERIAL MECHANICALLY EXCAVATED FROM THE MAY BE DISPOSED IN THE COOLING POND BOTTOM IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION SECTION C - EXCAVATION OF BOTTOM DISTANCE FROM (FEET) STA Phone: Fax: P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396 Plans-XS.dwg 7/8/21 11:4 AM AT ELEV. 7' MIN. AREA = 2.4 SF DISTANCE FROM (FEET) STA LEGEND OVERLAY SECTION EXISTING SOIL CEMENT SLOPE AREA BETWEEN OVERLAY SECTION AND EXISTING SOIL-CEMENT SOIL-CEMENT CROSS SECTIONS STA TO STA. 29+ CHECKED Digitally signed BY: JAB by PROJECT NO.: 396 cn=jeff.beriswill@amecfw. com Date: :6:1 July 8, 21

10 AT ELEV. 7' MIN. AREA = 26.2 SF SECTIONS BASED ON COMBINED LIDAR/SONAR SURVEY BY GEORGE F. YOUNG, INC. WITH A GENERAL ACCURACY OF.'±. 2. SURVEY DATA COULD NOT BE OBTAINED WITHIN THE ZONE OF WAVE DISTURBANCE (GENERALLY BETWEEN ELEV. 6 AND ELEV. ' AT THE TIME OF THE SURVEY.) 3. COOLING POND WATER LEVEL WILL VARY BASED ON THE POWER PLANT NEEDS. 4. SECTION MAY BE VARIED BY THE CONTRACTOR BASED ON SITE CONDITIONS AND CONSTRUCTION METHODS AS APPROVED BY FLORIDA POWER AND LIGHT COMPANY (FPL).. A MINIMUM 1' OVERLAY SECTION THICKNESS SHALL BE MAINTAINED AT ALL LOCATIONS AND STEPS SHALL BE CONTINUOUS WITH SMOOTH TRANSITIONS AT TRANSVERSE JOINTS. 6. TOP OF OVERLAY SHALL BE AT A MINIMUM ELEV. 7'. THE TOP ELEVATION MAY VARY TO MATCH EXISTING STEPS AND TO MAINTAIN A MINIMUM VERTIVAL THICKNESS OF 6" ON THE OVERLAY TIE-IN WITH THE TOP EXISTING SOIL-CEMENT STEP. 7. MATERIAL MECHANICALLY EXCAVATED FROM THE MAY BE DISPOSED IN THE COOLING POND BOTTOM IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION SECTION C - EXCAVATION OF BOTTOM DISTANCE FROM (FEET) STA Phone: Fax: P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396 Plans-XS.dwg 7/8/21 11:4 AM AT ELEV. 7' MIN. AREA = 22. SF DISTANCE FROM (FEET) STA LEGEND OVERLAY SECTION EXISTING SOIL CEMENT SLOPE AREA BETWEEN OVERLAY SECTION AND EXISTING SOIL-CEMENT SOIL-CEMENT CROSS SECTIONS STA TO STA CHECKED Digitally signed BY: JAB by PROJECT NO.: 396 cn=jeff.beriswill@amecfw.c om Date: :6:28 July 8, 21

11 AT ELEV. 7' MIN. AREA = 1.2 SF SECTIONS BASED ON COMBINED LIDAR/SONAR SURVEY BY GEORGE F. YOUNG, INC. WITH A GENERAL ACCURACY OF.'±. 2. SURVEY DATA COULD NOT BE OBTAINED WITHIN THE ZONE OF WAVE DISTURBANCE (GENERALLY BETWEEN ELEV. 6 AND ELEV. ' AT THE TIME OF THE SURVEY.) 3. COOLING POND WATER LEVEL WILL VARY BASED ON THE POWER PLANT NEEDS. 4. SECTION MAY BE VARIED BY THE CONTRACTOR BASED ON SITE CONDITIONS AND CONSTRUCTION METHODS AS APPROVED BY FLORIDA POWER AND LIGHT COMPANY (FPL).. A MINIMUM 1' OVERLAY SECTION THICKNESS SHALL BE MAINTAINED AT ALL LOCATIONS AND STEPS SHALL BE CONTINUOUS WITH SMOOTH TRANSITIONS AT TRANSVERSE JOINTS. 6. TOP OF OVERLAY SHALL BE AT A MINIMUM ELEV. 7'. THE TOP ELEVATION MAY VARY TO MATCH EXISTING STEPS AND TO MAINTAIN A MINIMUM VERTIVAL THICKNESS OF 6" ON THE OVERLAY TIE-IN WITH THE TOP EXISTING SOIL-CEMENT STEP. 7. MATERIAL MECHANICALLY EXCAVATED FROM THE MAY BE DISPOSED IN THE COOLING POND BOTTOM IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION SECTION C - EXCAVATION OF BOTTOM DISTANCE FROM (FEET) STA Phone: Fax: P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396 Plans-XS.dwg 7/8/21 11:4 AM AT ELEV. 7' MIN. AREA = 17.9 SF DISTANCE FROM (FEET) STA LEGEND OVERLAY SECTION EXISTING SOIL CEMENT SLOPE AREA BETWEEN OVERLAY SECTION AND EXISTING SOIL-CEMENT SOIL-CEMENT CROSS SECTIONS STA TO STA Digitally signed July 8, 21 by DRAWN jeff.beriswill@amecfw. BY: com CHECKED BY: JAB PROJECT NO.: 396 cn=jeff.beriswill@ame cfw.com Date: :6:

12 1. SECTIONS BASED ON COMBINED LIDAR/SONAR SURVEY BY GEORGE F. YOUNG, INC. WITH A GENERAL ACCURACY OF.'±. 2. SURVEY DATA COULD NOT BE OBTAINED WITHIN THE ZONE OF WAVE DISTURBANCE (GENERALLY BETWEEN ELEV. 6 AND ELEV. ' AT THE TIME OF THE SURVEY.) 3. COOLING POND WATER LEVEL WILL VARY BASED ON THE POWER PLANT NEEDS. 4. SECTION MAY BE VARIED BY THE CONTRACTOR BASED ON SITE CONDITIONS AND CONSTRUCTION METHODS AS APPROVED BY FLORIDA POWER AND LIGHT COMPANY (FPL).. A MINIMUM 1' OVERLAY SECTION THICKNESS SHALL BE MAINTAINED AT ALL LOCATIONS AND STEPS SHALL BE CONTINUOUS WITH SMOOTH TRANSITIONS AT TRANSVERSE JOINTS. 6. TOP OF OVERLAY SHALL BE AT A MINIMUM ELEV. 7'. THE TOP ELEVATION MAY VARY TO MATCH EXISTING STEPS AND TO MAINTAIN A MINIMUM VERTIVAL THICKNESS OF 6" ON THE OVERLAY TIE-IN WITH THE TOP EXISTING SOIL-CEMENT STEP. 7. MATERIAL MECHANICALLY EXCAVATED FROM THE MAY BE DISPOSED IN THE COOLING POND BOTTOM IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION SECTION C - EXCAVATION OF BOTTOM. 8 8 Phone: Fax: P:\PROJECTS-C3D\396_Manatee_Cooling_Pond\dwg\396 Plans-XS.dwg 7/8/21 11:4 AM AT ELEV. 7' MIN. AREA = 17.4 SF DISTANCE FROM (FEET) STA LEGEND OVERLAY SECTION EXISTING SOIL CEMENT SLOPE AREA BETWEEN OVERLAY SECTION AND EXISTING SOIL-CEMENT SOIL-CEMENT CROSS SECTIONS STA. 29+ July 8, 21 CHECKED BY: JAB 396 PROJECT NO.: cn=jeff.beriswill@amecfw. com Date: :8:1

13 Possible Laydown Area Possible Laydown area