36 JASPER THPMAS ROAD CRAWFORDVILLE, FL.

Transcription

1 N ARRAN RD. N US 319 CRAWFORDVILLE HWY SR 61 SHADEVILLE RD. WAKULLA HARVEY MILL ROAD US 319 PREBLE-RISH INC CIVIL SURVEYING SITE PLANNING 36 JASPER THPMAS ROAD CRAWFORDVILLE, FL

2 GENERAL NOTES: 1. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. 2. ALL PROPOSED GROUND ELEVATIONS ARE FINISHED SOD ELEVATIONS. FINISH EARTHWORK GRADING SHALL BE 0.2 FEET BELOW ELEVATIONS SHOWN TO ALLOW FOR SOD THICKNESS. 3. SODDING INCLUDES MAINTAINING SLOPES AND SOD UNTIL COMPLETION AND ACCEPTANCE OF TOTAL PROJECT OR GROWTH IS ESTABLISHED, WHICHEVER COMES LAST. UNTIL THEN, ALL EROSION, SILTATION AND MAINTENANCE OF GRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. WHERE EXCAVATIONS ARE IN CLOSE PROXIMITY OF TREES, THE CONTRACTOR SHALL USE EXTREME CARE IN NOT DAMAGING THE ROOT SYSTEM. NO EQUIPMENT, SUPPLIES, OR VEHICLES SHALL BE STORED OR PARKED WITHIN THE DRIP LINE OF TREES TO REMAIN AND BE PRESERVED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL EMPLOYEES AND SUBCONTRACTORS OF THIS REQUIREMENT AND TO ENFORCE SAME. 5. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE STATE ONE CALL OF FLORIDA ( ) AT LEAST THREE (3) DAYS IN ADVANCE OF PERFORMING ANY SOIL DISTURBING ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE MARKS ARE PROTECTED DURING CONSTRUCTION, OR ARE RE-MARKED AS NECESSARY BY THE SUNSHINE ONE CALL TO DELINEATE EXISTING UTILITIES. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES IN THE FIELD, PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND/OR RELOCATE ALL EXISTING UTILITIES AS NECESSARY TO CONSTRUCT THE IMPROVEMENTS SHOWN HEREIN, UNLESS OTHERWISE STATED. THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF SAID RELOCATION OR PROTECTION OF EXISTING UTILITIES AND THESE EFFORTS SHALL BE COORDINATED AND APPROVED BY THE UTILITY OWNER. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING UTILITY DURING THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN HEREIN. TRAFFIC CONTROL PLAN WIDENING AND RESURFACING TRAFFIC CONTROL PLAN GENERAL NOTES: 1. THE TRAFFIC IS TO BE MAINTAINED IN ACCORDANCE WITH THE DESIGN STANDARD INDEX NO. 600, 601, 602, 603, 604, AND THE CONTRACTOR SHALL PROVIDE A WORKSITE TRAFFIC SUPERVISOR IN ACCORDANCE WITH SECTION 102 AND 105 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2014 EDITION. 4. NO WORK THAT WOULD CAUSE TEMPORARY LANE CLOSURE WILL BE PERFORMED ON HOLIDAYS OR SPECIAL EVENTS. 5. AT THE DISCRETION OF THE ENGINEER, IF A LANE CLOSING CAUSES EXTENDED CONGESTION, THE CONTRACTOR SHALL BE DIRECTED TO REOPEN THE CLOSED LANE UNTIL SUCH TIME AS TRAFFIC FLOW HAS RETURNED TO AN ACCEPTABLE LEVEL. 6. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED TO CREATE A WORK ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA. 7. THE CONTRACTOR MUST MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING ALL PHASES OF CONSTRUCTION. May 29, 2014 (13:53:07 EST) C:\USERS\SPELLK\APPDATA\LOCAL\TEMP\ACPUBLISH_6748\ DET.DWG 6. THE PROPOSED CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), THE ADA COMPLIANCE HANDBOOK, LATEST EDITION, AND THE FLORIDA ACCESSIBILITY CODE. 7. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT PAVED WITH SIDEWALK OR SODDED SHALL BE RESTORED WITH SEED & MULCH TO A CONDITION EQUAL TO OR SUPERIOR TO THAT EXISTING PRIOR TO COMMENCEMENT OF WORK. 8. ALL INLETS SHALL BE PROTECTED AS PER FDEP BEST MANAGEMENT PRACTICES, AND THE FDEP/FDOT EROSION AND SEDIMENT CONTROL HANDBOOK. 9. THE CONTRACTOR SHALL PROTECT ALL GRASSED AREAS FROM DISCARDED CONCRETE AND EXCESS MATERIALS. ALL DISCARDED CONCRETE AND EXCESS MATERIALS SHALL BE REMOVED FROM THE RIGHT-OF-WAY (OR JOB SITE) ON A DAILY BASIS. 10. THE CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME IDENTIFICATION (STREET SIGNS) VISIBLE DURING CONSTRUCTION OPERATIONS, IN ORDER TO FACILITATE EMERGENCY VEHICLE TRAFFIC. 11. THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. 12. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT SHALL IMMEDIATELY BE REPORTED TO THE ENGINEER WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THE AREA OF KNOWN OR SUSPECTED CONTAMINATION FROM FURTHER ACCESS. 13. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS UPON COMPLETION OF THE PROJECT AND KEEP PROJECT SITE CLEAN THROUGHOUT CONSTRUCTION. 14. THE EROSION CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE FDOT/FDEP EROSION & SEDIMENT CONTROL HANDBOOK. 15. ALL FILL MATERIAL SHALL BE SELECT FILL. 16. CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS, IF THEIR LANDSCAPING IS TO BE REMOVED, TO COORDINATE THE REMOVAL AND POSSIBLE RELOCATION. 17. DEWATERING: SHOULD LOWERING OF GROUNDWATER BE NECESSARY FOR THE INSTALLATION OF CONCRETE STRUCTURES, OR TO PREVENT LATERAL MOVEMENT OF CONCRETE ALREADY PLACED, SUCH LOWERING SHALL BE ACCOMPLISHED BY MEANS OF A WELL POINT SYSTEM OR OTHER APPROVED MEANS, AT CONTRACTOR'S EXPENSE. COMPREHENSIVE PLANS FOR DEWATERING OPERATIONS, IF USED, SHALL BE SUBMITTED BY THE CONTRACTOR PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING ASSOCIATED WITH DEWATERING. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING NPDES PERMIT. 19. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED METERS, VALVES, SERVICE LATERALS, FIRE HYDRANTS, MAINS, WATER, WASTEWATER, OR GAS FACILITIES. 20. SWEEPING SHALL OCCUR DAILY OR IMMEDIATELY AFTER SUCH EVENTS THAT CAUSE TRACKING ONTO STREET. 21. ALL SIGNAGE IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE RELOCATED BY CONTRACTOR ACCORDING TO FDOT STANDARDS. 22. ANY SIGNS DAMAGED BY THE CONTRACTOR OR STOCKPILED BY THE CONTRACTOR THAT BECOME DAMAGED SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 23. ALL STRIPING TO BE REMOVED SHALL BE REMOVED BY SAND OR WATER BLASTING. GRINDING SHALL NOT BE PERMITTED. 24. ALL PROPOSED STRIPING SHALL BE THERMOPLASTIC. 25. CONTRACTOR SHALL PROVIDE PLACEMENT OF NEW OBJECT MARKERS AT ALL CROSS DRAIN HEADWALLS. 26. ALL "REMAIN" AND "REPLACE" SIGNS SHALL BE OFFSET BY CONTRACTOR 8 FT. FROM EDGE OF PAVEMENT AS PER FDOT SPECS. 27. ALL EXISTING SIGNS TO REMAIN UNLESS OTHERWISE NOTED. 28. CONTRACTOR SHALL ADD STREET NAME SIGNS TO STOP SIGNS IN ACCORDANCE w/ WAKULLA COUNTY'S STANDARDS 29. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL PROVIDE ENGINEER WITH CONTRACTOR'S QA / QC PLAN. 30. CONTRACTOR SHALL CUT & PATCH EX. PAVEMENT IN ACCORDANCE WITH FDOT INDEX RPM'S SHALL BE PLACED IN A SINGLE LINE DOWN THE CENTER OF THE, AS DIRECTED BY THE OWNER. 32. THE CONTRACTOR SHALL COORDINATE A PRE-CONSTRUCTION MEETING WITH THE ENGINEER OF RECORD, WAKULLA COUNTY ROAD DEPARTMENT FDOT MIDWAY, AND ANY OTHER UTILITY OWNERS THAT MAY INTEREST IN ATTENDING. THIS PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO ANY CONSTRUCTIONS OR DEMOLITION ACTIVITIES. 33. MAILBOXES NOTED TO BE RELOCATED SHALL BE DONE IN ACCORDANCE WITH FDOT INDEX CONTRACTOR SHALL STRAIGHT EDGE THE FINAL STRUCTURAL COURSE AND SURFACE COURSE IN ACCORDANCE WITH FDOT SPECIFICATION UTILITY CONTACT LIST CENTURY LINK TELEPHONE AND FIBEROPTIC CABLE (850) COMCAST TALLAHASSEE CATV (850) FAIRPOINT COMMUNICATIONS TELEPHONE (850) TALQUIN ELECTRIC CO-OP, INC. ELECTRIC ELECTRIC (850) Ext TALQUIN ELECTRIC CO-OP, INC. WATER WATER (800) TALQUIN ELECTRIC CO-OP, INC. SEWER SEWER (850) "=40' 2

3 STORMWATER POLLUTION PREVENTION PLAN: WIDENING AND RESURFACING OF SEE 1 WIDENING AND RESURFACING OF WIDENING AND RESURFACING OF 436,750 SF OR 10 Ac. 262,050 SF OR 6.01 Ac. BEFORE: 89, DURING: 89, AFTER: 89 STORMWATER SYSTEM MAINTENANCE NOTES: May 29, 2014 (13:53:07 EST) C:\USERS\SPELLK\APPDATA\LOCAL\TEMP\ACPUBLISH_6748\ DET.DWG 1"=40' 3

4 May 29, 2014 (13:53:07 EST) C:\USERS\SPELLK\APPDATA\LOCAL\TEMP\ACPUBLISH_6748\ DET.DWG DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. 1"=40' 4

5 R/W LINE C/L CONST. R/W LINE 12" 0.06 MATCH EXISTING MATCH EXISTING " SP-9.5 STRUCTURAL COURSE 1.5" SP-9.5 SURFACE COURSE 1.5" SP-9.5 STRUCTURAL COURSE OPTIONAL BASE GROUP 6 12" TYPE B STABILIZATION MINIMUM (LBR 40) 1.5" SP-9.5 SURFACE COURSE 1.5" SP-9.5 STRUCTURAL COURSE OPTIONAL BASE GROUP 6 12" TYPE B STABILIZATION MINIMUM (LBR 40) 1.5" SP-9.5 SURFACE COURSE R/W LINE C/L CONST. R/W LINE MAINLINE TYPE SP 9.5 SURFACE COURSE (TRAFFIC LEVEL B) (1.5") OPTIONAL BASE GROUP 6 (ONLY WHERE EXISTING ASPHALT DOES NOT EXIST) NOTES 1. DESIGN SPEED FOR THIS IS 35 MPH. 2. CLEAR ZONE FOR THIS PROJECT IS 6.0' 3. ALL DISTURBED AREAS WILL BE SEEDED & MULCHED (PERFORMANCE TURF). May 29, 2014 (13:53:07 EST) C:\USERS\SPELLK\APPDATA\LOCAL\TEMP\ACPUBLISH_6748\ DET.DWG 12" TYPE B STABILIZATION MINIMUM (LBR 40) 1.5" SP-9.5 SURFACE COURSE 1.5" SP-9.5 STRUCTURAL COURSE OPTIONAL BASE GROUP 6 12" " 1.5" SP-9.5 SURFACE COURSE 1.5" SP-9.5 STRUCTURAL COURSE OPTIONAL BASE GROUP 6 12" TYPE B STABILIZATION MINIMUM (LBR 40) 4. EXISTING CROSS SLOPE VARIES. AADT (2012) = 630 TRAFFIC DATA AADT (ESTIMATED - OPENING 2014) = 660 AADT (ESTIMATED - DESIGN 2034) = 1000 K = 9.5% D = 56.5% T = 4.9% 1.5" SP-9.5 SURFACE COURSE OPTIONAL BASE GROUP 1 (ONLY WHERE EXISTING ASPHALT DOES NOT EXIST) 1"=40' 5

6 May 29, 2014 (13:53:07 EST) C:\USERS\SPELLK\APPDATA\LOCAL\TEMP\ACPUBLISH_6748\ DET.DWG 1"=40' 6

7 MATCH LINE - 2 STA GREEN W1-7 GREEN OM1-1 (ADD) HARVEY MILL ROAD STOP BAR BEGIN PROJECT AT STA R1-1 OM3-L CONSTRUCT FLARED END TREATMENT 400 CONSTRUCT 35 LF OF GUARDRAIL 400 OM3-R 3+00 W5-2 6" YELLOW DOUBLE SOLID PER FDOT INDEX W MATCH LINE - 1 STA OM1-1 (ADD) FEATHER TO MATCH EXISTING ASPHALT W (TO REMAIN) R2-1 (CHANGE FROM 35 MPH TO 25 MPH) OM3-R OM3-L NOTE: LIMEROCK BASE AND ASPHALT NEEDS TO BE PLACED FROM STATION 0+75 TO STATION 3+00 CONSTRUCT FLARED END TREATMENT 400 LEGEND RESURFACING WIDENING PAVED SHOULDER 6" YELLOW DOUBLE SOLID PER FDOT INDEX W1-2R 6" YELLOW SOLID PER BLUE-OM ADJUST WATER VALVE TO MATCH NEW FINISHED GRADE ELEVATION RELOCATE EXISTING MAILBOX RELOCATE EXISTING MAILBOX PVC RESIDENTIAL MARKER (TO REMAIN) RELOCATE OR PLACE 3/4" PVC DEEPER MATCH LINE - 1 STA PER 6" YELLOW SKIP PER 5' TURNOUT GREEN R1-1 BLUE 35 R2-1 (ADD) 6" YELLOW SKIP PER CIVIL SURVEYING SITE PLANNING 1"=40' C1

8 MATCH LINE - 2 STA " YELLOW SOLID PER 50 LF OF SILT FENCE OM2-2V REMOVE & REPLACE EXISTING CROSS DRAIN WITH 23"x14" ERCP TO MATCH PROPOSED INVERT ELEVATIONS. REMOVE EXISTING MES AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. BLUE-OM RELOCATE MAILBOXES ADJUST WATER VALVE TO MATCH NEW ASPHALT ELEVATION 6" YELLOW SKIP PER MATCH LINE - 3 STA " YELLOW SKIP PER OM2-2V 50 LF OF SILT FENCE GREEN (TO REMAIN) W1-8R W1-8L BLUE R1-1 REMOVE & REPLACE EXISTING CROSS DRAIN WITH 23"x14" ERCP TO MATCH PROPOSED INVERT ELEVATIONS. REMOVE EXISTING MES AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. W1-8R W1-8L MATCH LINE - 3 STA RELOCATE MAILBOXES 6" YELLOW SKIP PER 50 LF OF SILT FENCE OM2-2V OM2-2V BLUE-OM ADJUST WATER VALVES TO MATCH NEW FINISHED GRADE ELEVATION 25 W13-1P W1-2R LEGEND ' TURNOUT 6" YELLOW DOUBLE SOLID PER FDOT INDEX W1-8R W1-8L RELOCATE MAILBOXES MATCH LINE - 4 STA " YELLOW SOLID PER 50 LF OF SILT FENCE RESURFACING WIDENING PAVED SHOULDER CIVIL SURVEYING SITE PLANNING 1"=40' C2

9 RELOCATE MAILBOXES 6" YELLOW SOLID PER W1-2L W13-1P 25 MATCH LINE - 4 STA RELOCATE MAILBOX MATCH LINE - 5 STA " YELLOW SKIP PER ADJUST WATER VALVE TO MATCH NEW ASPHALT ELEVATION 50 LF OF SILT FENCE OM2-2V 6" YELLOW SKIP PER 6" YELLOW DOUBLE SOLID PER FDOT INDEX MATCH LINE - 5 STA BLUE-OM MATCH LINE - 6 STA OM2-2V REMOVE & REPLACE EXISTING CROSS DRAIN WITH 30"x19" ERCP TO MATCH PROPOSED INVERT ELEVATIONS. REMOVE EXISTING MES AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND LF OF SILT FENCE LEGEND 5' TURNOUT BLUE R1-1 RESURFACING WIDENING PAVED SHOULDER CIVIL SURVEYING SITE PLANNING 1"=40' C3

10 6" YELLOW DOUBLE SOLID PER FDOT INDEX RELOCATE MAILBOX MATCH LINE - 6 STA MATCH LINE - 7 STA RELOCATE MAILBOX MATCH LINE - 7 STA " YELLOW DOUBLE SOLID PER FDOT INDEX MATCH LINE - 8 STA W13-1P W1-2L BLUE-OM ADJUST WATER VALVE TO MATCH NEW FINISHED GRADE ELEVATION. OBJECT MARKER (TO REMAIN) LEGEND RESIDENTIAL MARKER (TO REMAIN) RESURFACING WIDENING PAVED SHOULDER CIVIL SURVEYING SITE PLANNING 1"=40' C4

11 MATCH LINE - 8 STA LF OF SILT FENCE W1-2R W13-1P REMOVE & REPLACE EXISTING CROSS DRAIN WITH 23"x14" ERCP TO MATCH EXISTING INVERT ELEVATIONS. REMOVE EXISTING MES AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. OM2-2V 6" YELLOW SOLID PER BLUE-OM MATCH LINE - 9 STA OM2-2V 50 LF OF SILT FENCE 6" YELLOW SKIP PER ADJUST WATER VALVE TO MATCH NEW FINISHED GRADE ELEVATION MATCH LINE - 9 STA " YELLOW SKIP PER MATCH LINE - 10 STA LEGEND ADJUST WATER VALVE TO MATCH NEW FINISHED GRADE ELEVATION 5' TURNOUT BLUE R1-1 RESURFACING WIDENING PAVED SHOULDER CIVIL SURVEYING SITE PLANNING 1"=40' C5

12 RELOCATE MAILBOX MATCH LINE - 10 STA MATCH LINE - 11 STA " YELLOW SKIP PER BLUE-OM ADJUST WATER VALVE TO MATCH NEW FINISHED GRADE ELEVATION 6" YELLOW SKIP PER MATCH LINE - 11 STA MATCH LINE - 12 STA " YELLOW SKIP PER 6" YELLOW SOLID PER LEGEND RESURFACING WIDENING PAVED SHOULDER CIVIL SURVEYING SITE PLANNING 1"=40' C6

13 50 LF OF SILT FENCE OM2-2V REMOVE & REPLACE EXISTING CROSS DRAIN WITH 23"x14" ERCP TO MATCH EXISTING INVERT ELEVATIONS. REMOVE EXISTING MES AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND " YELLOW SKIP PER RELOCATE MAILBOXES 6" YELLOW DOUBLE SOLID PER FDOT INDEX MATCH LINE - 12 STA BLUE-OM 50 LF OF SILT FENCE MATCH LINE - 13 STA ADJUST WATER VALVE TO MATCH NEW FINISHED GRADE ELEVATION OM2-2V 6" YELLOW SOLID PER 6" YELLOW DOUBLE SOLID PER FDOT INDEX RELOCATE MAILBOX RELOCATE MAILBOX MATCH LINE - 13 STA MATCH LINE - 14 STA RELOCATE MAILBOX W1-2L LEGEND BLUE-OM RESIDENTIAL MARKER (TO REMAIN) ADJUST WATER VALVE TO MATCH NEW FINISHED GRADE ELEVATION RESURFACING WIDENING PAVED SHOULDER CIVIL SURVEYING SITE PLANNING 1"=40' C7

14 W1-2R R2-1 R2-1 (REMOVE) 35 RELOCATE MAILBOX 6" YELLOW DOUBLE SOLID PER FDOT INDEX 50 LF OF SILT FENCE OM2-2V 9+00 MATCH LINE - 14 STA LF OF SILT FENCE 35 MATCH LINE - 15 STA OM2-2V 25 W13-1P W1-2R W3-1 W1-2L REMOVE & REPLACE EXISTING CROSS DRAIN WITH (2) 36" RCP TO MATCH EXISTING INVERT ELEVATIONS. REMOVE EXISTING MES AND REPLACE WITH C.I.P. HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. W1-8R W1-8L W1-8R W1-8L 25 W13-1P MATCH LINE - 15 STA BLUE-OM (TO REMAIN) ARRAN ROAD ADJUST WATER VALVES TO MATCH NEW ASPHALT ELEVATION AND NEW FINISHED GRADE ELEVATION " YELLOW DOUBLE SOLID PER FDOT INDEX R1-1 (REMAIN) END PROJECT AT STA FEATHER TO MATCH EXISTING ASPHALT LEGEND RESURFACING WIDENING PAVED SHOULDER CIVIL SURVEYING SITE PLANNING 1"=40' C8

15 STA: OFF:-18.81L E 10' x 6' Box Culvert INV OUT : 9.47 STA: OFF:18.81R W 10' x 6' Box Culvert INV IN : 9.47 EXISTING 10'X6' BOX CULVERT (TO REMAIN) N/A SCALES: 1"=20' HORIZ 1"=5' VERT X1

16 DS-1 STA: OFF:-20.72L NE 23"x14" ERCP PRPOSED INV OUT : EXISTING INV OUT : REMOVE AND REPLACE EXISTING CROSS DRAIN WITH 23"x14" ERCP TO MATCH PROPOSED INVERT ELEVATIONS. DS-2 STA: OFF:24.87R SW 23"x14" ERCP PROPOSED INV IN : EXISTING INV IN : PROPOSED 23"x14" ERCP REMOVE EXISTING MES'S AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. REMOVE EXISTING MES'S AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. N/A SCALES: 1"=20' HORIZ 1"=5' VERT X2

17 DS-3 STA: OFF:-20.09L NE 14'' x 23'' ERCP PROPOSED INV OUT : EXISTING INV OUT : REMOVE AND REPLACE EXISTING CROSS DRAIN WITH 23"x14" ERCP TO MATCH PROPOSED INVERT ELEVATIONS. REMOVE EXISTING MES'S AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. PROPOSED 14'' x 23'' ERCP REMOVE EXISTING MES'S AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. DS-4 STA: OFF:20.00R SW 14'' x 23'' ERCP PROPOSED INV IN : EXISTING INV IN : N/A SCALES: 1"=20' HORIZ 1"=5' VERT X3

18 DS-5 STA: OFF:-20.63L E 19'' x 30'' ERCP PROPOSED INV OUT : EXISTING INV OUT : DS-6 STA: OFF:22.66R W 19'' x 30'' ERCP PROPOSED INV IN : EXISTING INV IN : PROPOSED 19'' x 30'' ERCP N/A SCALES: 1"=20' HORIZ 1"=5' VERT X4

19 N/A SCALES: 1"=20' HORIZ 1"=5' VERT X5

20 DS-7 STA: OFF:-19.08L NE 14'' x 23'' ERCP INV IN : DS-8 STA: OFF:20.34R SW 14'' x 23'' ERCP INV OUT : PROPOSED 14'' x 23'' ERCP REMOVE EXISTING MES'S AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. REMOVE EXISTING MES'S AND REPLACE WITH HEADWALLS IN ACCORDANCE WITH FDOT INDEX 250 AND 280. N/A SCALES: 1"=20' HORIZ 1"=5' VERT X6

21 N/A SCALES: 1"=20' HORIZ 1"=5' VERT X7

22 N/A SCALES: 1"=20' HORIZ 1"=5' VERT X8

23 N/A SCALES: 1"=20' HORIZ 1"=5' VERT X9

24 DS-9 STA: OFF:-19.41L E 14'' x 23'' ERCP INV IN : DS-10 STA: OFF:18.33R W 14'' x 23'' ERCP INV OUT : PROPOSED 14'' x 23'' ERCP N/A SCALES: 1"=20' HORIZ 1"=5' VERT X10

25 DS-12 STA: OFF:-24.07L NE (2) 36'' RCP INV IN : DS-11 STA: OFF:23.69R SW (2) 36'' RCP INV OUT : PROPOSED (2) 36'' RCP N/A SCALES: 1"=20' HORIZ 1"=5' VERT X11

26 N/A SCALES: 1"=20' HORIZ 1"=5' VERT X12