STATE OF FLORffDA
DUNES  COMMUNffTY DEVELOPMENT  DffSTRffCT

CONTRACT  PLANS	PENS

INDEX  OF  PLANS	ACH
PROJECT	ID  180408-1-52-01
SHEET NO.	SHEET DESCRIPTION
 	
l	KEY SHEET	N
2	SIGNATURE SHEET
3	GENERAL NOTES	FLAGLER  COUNTY  (15201)	­
4	TRAFFIC CONTROL SHEET	0	1

5	SUMMARY OF QUANTITIES	PIERCE
6	TYPICAL SECTION (SHEET  l  OF 2)	(1//i/e
7	TYPICAL SECTION (SHEET 2 OF 2)
WEST PALM
8	ROADWAY PLANS (SHEET l OF 4)	BEACH
9	ROADWAY PLANS (SHEET 2 OF 4)	 MllLLllNG AND	RES URFACllNG	PLANS
10	ROADWAY PLANS (SHEET 3 OF 4)	FT LAUDERDALE
]]	ROADWAY PLANS (SHEET 4 OF 4)
12	RIDE ABILITY CORRECTION DETAIL	'ST. AU iSTINE	MIAMI
13	LIME ROCK PARKING DETAIL
14	HOTEL TRACE BLVD EXISTING PAVERS DETAIL

END PROJECT
ST A. 214+80.61
(£ HAMMOCK DUNES PKWY.
DUNES COMMUNffTY DEVELOPMENT DffSTRffCT

T-10-S
BOARD MEMBERS	,-:rr:-s-

CHAffRMAN	GEORGE DEGOVANNff
VffCE CHAffRMAN	 GARY M. GRAHAN ASSffSTANT SECRETARY	 RffCHARD DEMATTEffS ASSffSTANT SECRETARY	 CHARLES SWffNBURN TREASURER	DENNffS VOHS

DffSTRffCT MANAGER

GREGORY L. PEUGH, PE.

UTffLffTY MANAGER

DAVffD C PONffTZ, PE.	OJECT
5.00
DUNES PKWY.
MILLING ANO RESURFACING PLANS
TO	ENGINEER OF RECORD:
GOVERNING ST AN OARD PLANS:	us 1 ----
Florida Department of Transportation, FY 2022-23 Design Standards	JACOB H. DUKE, P.E.
and revised Index Drawings as appended herein, and July 2022	FLAGLETROBEACH \	P.E. NO.: 86039
KISINGER CAMPO AND ASSOCIATES CORP.
Standard Specifications for  Road  and  Bridge Construction, as	CONSULTING ENGINEERS & PLANNERS
amended by Contract Documents.	201 N. FRANKLIN STREET, SUITE	400
T A/VIPA, FLORIDA 33602
For Design Standards click on the "Design Standards" link at the following web site:
http://www.dot.state.fl.us/rddesign/ Design Standards	
For the Standard Specifications for Road and Bridge Construction click on the "Specifications" link at the following web site: http://www.dot.state.fl.us/specificationsoffice/
Standard Specifications
"The Dunes Community Development District" shall be added	LENGTH OF PROJECT		
		LINEAR FT.	MILES		
	ROADWAY	13287.75	2.517		
	BRIDGES	0	0		
					
to any references in these plans and Contract documents that
specify the "FOOT" or "Department".	NET LENGTH OF PROJ.	13287.75	2.517		CONSTRUCTION CONTRACT NO.	FISCAL YEAR	SHEET NO.	
	EXCEPTIONS	0	0					
	GROSS LENGTH OF PROJ.	13287.75	2.517					
*LENGTHS ARE APPROXIMATE
PROJECT MANAGER:	JACOB H.	DUKE,  P.E.			1	

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THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC DOCUMENTS.

Kisinger Campo & Associates Corp.
301 Fayetteville Street
Suite 1500
Raleigh. NC 27601
Jacob H. Duke, PE No. 86039

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

ROADWAY  PLANS

SHEET NO.	SHEET DESCRIPTION
 	
KEY SHEET
SIGNATURE SHEET
GENERAL NOTES
TRAFFIC CONTROL SHEET
SUMMARY OF QUANTITIES
TYPICAL SECTION (SHEET 1 OF 2)
TYPICAL SECTION (SHEET 2 OF 2)
ROADWAY PLANS (SHEET 1 OF 4)
ROADWAY PLANS (SHEET 2 OF 4)
ROADWAY PLANS (SHEET 3 OF 4)
ROADWAY PLANS (SHEET 4 OF 4)
RIDE ABILITY CORRECTION DETAIL
LIME ROCK PARKING DETAIL
HOTEL TRACE BLVD EXISTING PAVERS DETAIL		
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMMUNffTY DEVELOPMENT DffSTRffCT	
SffGNATURE SHEET	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT ID		
2	
					
HOP	FLAGLER	
180406-1-52-01			

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GENERAL NOTES				

GENERAL NOTES	
RJlDEABJlLJlTY CORRECTJlON AT  JUNGLE HUT RD lJETAJlL		
ALL  EXJlSTJlNG PA VERS ALONG THE PROJECT	

1. IF EXISTING PAVERS ARE DAMAGED DURING CONSTRUCT/ON, THEY	
JUNGLE HUT ROAD WAS THE ORIGINAL THROUGH f'v1OVEf'v1ENT AT THIS INTERSECT/ON.		
DO NOT DISTURB EXISTING PAVERS THROUGHOUT THE PROJECT.	
ARE TO BE REPLACED BY THE CONTRACTOR.	THE CURRENT INTERSECTION CONFIGURATION HAS JUNGLE HUT AS A STOP CONDITION AND HAf'vlf'vlOCK DUNES PARKWAYS IS NOW THE THROUGH f'v1OVEf'v1ENT.		CLEANLINESS AND RESTORING OF ANY ST A/NED OR DAf'vlAGED PAVERS IS THE RESPONSIBILITY OF THE CONTRACTOR.	
2. LANDSCAPING & IRRIGATION REQUIRED FOR REPAIR AS A RESULT OF THE PLANNED CONSTRUCT/ON ACTIVITIES IS TO BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE "AFFORDABLE LAWN & LANDSCAPING, INC.
(PHONE NO 386 263-2000)" TO f'vlAKE SUCH REPAIRS. AREAS WILL BE IDENTIFIED
AND AGREED UPON BETWEEN THE OWNER, CE/ AND CONTRACTOR. BILL/NG/PAYf'vlENT	THIS HAS CAUSED RIDE ABILITY ISSUES ON HAf'vlf'vlOCK DUNES PARKWAY. THE INTENTION OF THE CORRECTIONS AT THIS LOCATION ARE:

1. TO RESURFACE THE INTERSECTION 50 THAT THE SUPERELEVATION OF THE THROUGH f'v1OVEf'v1ENT IS ALIGNED WITH HAf'vlf'vlOCK DUNES PARKWAY.		
DO NOT f'vlOD/FY EXISTING PAVERS AT CA/'vl DEL f'vlAR AS WELL AS THE PAVEMENT TO THE EAST ALONG THIS HOA CONTROLLED ROAD. END
/'vi/LL/NG FOR HAf'vlf'vlOCK DUNES PKWY ALONG THE BRICK PAVERS TO
THE NORTH AND EAST. END /'vi/LL/NG TO THE WEST ALONG CA/'vl DEL	
FOR REPAIRS PERFORMED IS TO BE ESTABLISHED DIRECTLY BETWEEN THE APPROVED LANDSCAPE CONTRACTOR LISTED AND THE ROADWAY CONTRACTOR.	
2. KEEP EXISTING DRAINAGE PATTERNS AS CLOSE TO THE ORIGINAL DESIGN		f'vlAR AT THE RAD/l OF THE INTERSECTION WITH AJA.	
PERFORMANCE TURF IS NOT PART OF THIS CONTRACT.	AS POSSIBLE TO UTILIZE THE EXISTING DRAINAGE WITHOUT CREATING		DO NOT f'vlOD/FY EXISTING PAVERS AT HOTEL TRACE BLVD. END /'vi/LL/NG	
	ANY PONDING OF RUNOFF.		ALONG HAf'vlf'vlOCK DUNES PKWY ALONG THE PAVED ENTRY TO HOTEL	
3. /'vi/LL AND PAVE THROUGH THE RAD/l OF EACH INTERSECTION UNLESS			TRACE BLVD AND WHERE THE SIDEWALK PAVERS BISECT THE f'vlAINLINE.	
OTHERWISE NOTED OR UNLESS EXISTING PAVERS PREVENT RESURFACING.	THESE CORRECTIONS WILL BE ACCOf'vlPLISHED WITH BEGIN/END POINTS ALONG THE CENTERLINE, ROUGHLY 100' FROf'vl THE CENTER POINT OF THE INTERSECT/ON.		
DO NOT f'vlOOIFY EXISTING PAVERS AT THE 4-WAY STOPS ALONG ANO AT	
4. WHEN DOING WORK ON AN EXISTING BRIDGE, /'vi/LL/NG AND RESURFACING IS TO BE EXTENDED ONTO THE APPROACH SLAB, ENDING AT THE BRIDGE END	THE ELEVATION WILL BE A PRORATED STRAIGHT LINE BETWEEN THESE TWO BEGIN AND END POINTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A BASIC		THE END OF THE PROJECT AT 16TH RD E.	
BENTS FOR EACH SIDE OF THE EXISTING BRIDGE ON HAf'vlf'vlOCK DUNES PKWY.	SURVEY TO THE ENGINEER FOR REVIEW PRIOR TO WORKING THIS INTERSECTION.		IN ADDTION TO THE ABOVE, DO NOT f'vlODIFY OR DAMAGE ANY EXISTING	

5. WHEN RESTR!P!NG THE NEW PAVEMENT, f'vlATCH EXISTING PAVEMENT	/'vi/LL/NG DEPTHS THROUGH THE INTERSECTION WILL BE VARIABLE TO REMOVE THE EXISTING JUNGLE HUT RD CROWN, WHICH CREATED THE HUf'vlP/O/P CONDITIONS.		PAVERS NOT LISTED. ANY DAMAGED OR STAINED PAVERS WILL BE RESTORED AND CLEANED AT THE CONTRACTORS EXPENSE.	
f'vlARKINGS THROUGHTOUT THE PROJECT UNLESS OTHERWISE NOTED.				

TRANSPORTATJlON OF EQUJlPMENT	
LJlME ROCK PARKJlNG PLACEMENT AT DCDD FACJlLJlTY DETAJlL			
PAVING EQU/Pf'vlENT SHALL NOT BE DRIVEN OR PARKED ON CONCRETE SURFACES.	
THERE ARE EXISTING Llf'vlE ROCK PARKING SPOTS AT THE DCDD FACILITY.			
THIS INCLUDES BUT IS NOT Llf'vl/TED TO:
THE BRIDGE, APPROACH SLABS AND THE TOLL BOOTH CONCRETE LOCATIONS	
Llf'vlE ROCK IS IN PLACE IN A ROUGHLY 30'W BY 36'0 SQUARE PAD, WILL			
	NEED TO BE COf'vlPACTED AND GRADED BEFORE STANDARD ASPHALT IS PLACED ON TOP. TO PREPARE THE SUBGRADE, 95% OF THE f'vlODIFIED			
	PROCTOR WILL BE USED BASED ON THE 200-7 FOOT SPECIFICATION.			
QA/QC TESTJlNG	
THIS EXISTING Llf'vlE ROCK PAD IS TO BE BLADED OFF PRIOR TO PAVING			
FOR ASPHALT WORK TO OCCUR, USE OF THE 2022 - 330, 334 & 337 SPECIFICATIONS	TO ALLOW FOR I" OF SP 9.5 TO BE PLACED.			
IS NEEDED. ALL ACCEPTANCE PROCESSES WILL BE BASED ON PROVISION OF QC
PLANT & ROADWAY TESTING AND BE REPORTED TO THE CE/ FOR REVIEW AND ACCEPTANCE. THERE WILL NEED TO BE ON-SITE ROADWAY VT BUT NO PLANT VT	
IT IS ADVISED TO /'vi/LL TO 3/4" AND REPLACE WITH THE I" OF SP 9.5 /'vi/LL/NG f'vlORE THAN 3/4" IS NOT ADVISED TO AVOID GOING INTO THE ROADWAY BASE			
TESTING WILL NEED TO OCCUR.	OR STABILIZED SUBGRADE.			
FOR /'vi/LL/NG WORK TO OCCUR USE OF THE 2022 - 327 SPECIFICATIONS IS NEEDED.	
FOR THE REST OF THE DUNES COf'vlf'vlUNITY DEVELOPf'vlENT DISTRICT SITE IT IS			
	ALSO ADVISED TO /'vi/LL TO 3/4" AND PUT BACK I" OF SP 9.5 FOR RESURFACING.			
PROJECT BEGJlNNJlNG AT THE HAMMOCK DUNES PKWY TOLL BOOTH AREA	
THE CONTRACTOR WILL NEED TO f'vlAKE SURE THAT ALL EXISTING ASPHALT			
DO NOT DISTURB EXISTING CONCRETE AT THE HAf'vlf'vlOCK DUNES TOLL BOOTH	AROUND THE DCDD LOT GETS REPLACED.			
LOCATION. /'vi/LL/NG OF THE EXISTING PAVEMENT IS TO END AT THE TOLL FACILITY				
CONCRETE PAVEMENT SECTION. THE CONTRACTOR IS TO NOT DAMAGE OR ALTER	THE CONTRACTOR WILL NEED TO TAKE SPECIAL NOTE IN PROVIDING 5/'vlOOTH			
THE CONCRETE PAVEMENT. IF DAMAGE OCCURS A REPAIR PROCEDURE IS TO BE	TRANSIT IONS AT VARIOUS LOCATIONS FOR THE TAPER/NG OF EDGES.			
SUB/'vl/TTED FOR APPROVAL PRIOR TO f'vlAKING ANY REPAIRS.				
	PARKING BUMPERS AROUND THE SITE WILL NEED TO BE REf'vlOVED, HANDLED			
BEGIN PROJECT FOR /'vi/LL/NG AND RESURFACING TO THE NORTH OF INTERSECT/ON	AND THEN REINSTALLED DURING THE RESURFACING PROCESS. ANY DAf'vlAGED			
OF HAf'vlf'vlOCK DUNES PKWY AND PAL/'vl HARBOR PKWY. DO NOT DISTURB EXISTING	BUMPERS WILL BE REPLACED AT THE CONTRACTORS EXPENSE.			
INTERSECT/ON PAVEMENT. BEGIN CONSTRUCT/ON AT THE ASPHALT WEARING SURFACE (AWS) JOINT BETWEEN THESE TWO PAVEMENTS. END /'vi/LL/NG AT THE
CONCRETE AWS JOINT. BEGIN /'vi/LL/NG AGAIN AT THE AWS JOINT PAST THE	
IN ADDITION TO f'vlATCH/NG EXISTING PAVEMENT f'vlARKINGS THROUGHOUT THIS SITE, RE- STRIP THE PARKING LOT IN AREAS WITH NEW PAVEMENT.			
CONCRETE TOLL BOOTH. END /'vi/LL/NG FOR THIS LOCATION AT THE SOUTHERN BRIDGE END BENT, EXTENDING THE /'vi/LL/NG ON TO THE APPROACH SLAB. THERE	
THE EASTERN EXIT ROAD WILL REQUIRE EXCAVATION AND REGRADING OF THE			
IS TO BE NO WORK DONE ON THE HAf'vlf'vlOCK DUNES BRIDGE UNTIL REACHING	EXISTING SURFACE BEFORE BEING PAVED.			
THE NORTHERN END BENT AND APPROACH SLAB.				
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMMUNJlTY DEVELOPMENT DJlSTRJlCT	
GENERAL NOTES	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT	ID			
3	
						
FLAGLER	
180406-1-52-01			

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GENERAL NOTES
DAYTIME LANE CLOSURES ARE ALLOWED WITH THE FOLLOWING EXCEPTIONS: LANE CLOSURES ON HAMMOCK DUNES PARKWAY, BETWEEN THE INTERSECTION OF PALM HARBOR PARKWAY WITH HAMMOCK DUNES PARKWAY (NEAR THE TOLL BOOTH)AND GRANADA DRIVE SHALL OCCUR BETWEEN THE HOURS
OF 9:00PM AND 6:30AM ONLY.
SIDE STREET ACCESS TO AND FROM COMMUNITIES MUST BE MAINTAINED AT ALL TIMES.
CONTRACTOR TO PROVIDE SCHEDULE OF CLOSURES FOR DISTRIBUTION
7 DAYS IN ADVANCE OF PERFORMING THE WORK.
OPENING OF TRAFFIC ON TO MILLED SURFACES IS NOT ALLOWED. ALL AREAS MILLED MUST BE PAVED BACK IN THE SAME WORK SHIFT.
PROVIDE TRAFFIC CONTROL IN CONFORMANCE WITH THE INDEX 600 SERIES.
LANES CLOSURES EXCEEDING 1500 FEET WILL NOT BE ALLOWED.
INTERSECTIONS ARE TO BE WORKED SEPARATELY FROM THE MAINLINE LANES CLOSURES.
CLOSURES CAN ONLY BE IN PLACE ONE DIRECTION AT A TIME. NO CONCURRENT CLOSURES ALLOWED.
IF WORKING AT NIGHT A FULL LIGHTING PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO
NIGHTTIME WORK BEING PREFORMED.
ALL ADVANCED WARNING SIGNS FOR THE PROJECT MUST BE IN PLACE
7 DAYS PRIOR TO PERFORMING ANY WORK.

II. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2022 EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (600 SERIES AND THOSE INDEXES REFERENCED IN THE TRAFFIC CONTROL PLAN). MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2022 EDITION.

PROVIDE ADVANCE WARNING SIGNS PER THE INDEX 600 SERIES AS INDICATED IN THE PHASE NOTES. EXACT LOCATION OF ADVANCE WARNING SIGNS SHALL BE DETERMINED IN THE FIELD BASED ON ACTUAL CONDITIONS AND AVAILABLE SPACE FOR SIGN PLACEMENT.
DURING LANE CLOSURES, FLAGGERS SHALL BE IN LOCATIONS THAT WILL PROVIDE MOTORISTS APPROACHING THE LANE CLOSURE A MINIMUM 500' SIGHT DISTANCE TO THE FLAGGER.
DURING LANE CLOSURES INSTALL A PCMS IN ADVANCE OF THE FIRST LANE CLOSURE WARNING SIGN AS DIRECTED BY THE ENGINEER WITH THE FOLLOWING MESSAGES: "FLAGGER AHEAD", "PREPARE TO STOP".
THE CONTRACTOR SHALL NOTIFY IN WRITING SENT BY CERTIFIED MAIL WITH RETURN RECEIPT, ALL EMERGENCY AND RESCUE AGENCIES LOCATED IN THE PROJECT VICINITY AS WELL AS THE ENGINEER 14 DAYS IN ADVANCE OF ANY LANE CLOSURES OR RESTRICTIONS. A SECOND NOTIFICATION IS REQUIRED AGAIN 24 HOURS IN ADVANCE VERBALLY OR BY EMAIL.

THE CONTRACTOR SHALL NOTIFY THE FOLLOWING ENTITIES AT A MINIMUM OF 14 DAYS PRIOR TO BEGINNING WORK:
*FOOT
*THE COUNTY	

THE CONTRACTOR SHALL, AT THE DISCRETION OF THE ENGINEER, OPEN ANY TEMPORARY LANE CLOSURE CAUSING EXTENDED TRAFFIC CONGESTION (5 MINUTE DELAY) UNTIL TRAFFIC HAS RETURNED TO AN ACCEPTABLE FLOW AS DETERMINED BY THE ENGINEER.
PROVIDE A TRUCK OR TRAILER MOUNTED ATTENUATOR LOCATED IN THE CLOSED LANE IN ADVANCE OF THE WORK ZONE IN THE DIRECTION OF TRAFFIC ON THE CLOSED LANE.
ALL EXISTING AND TEMPORARY PAVEMENT MARKINGS THAT REQUIRE REMOVAL SHALL BE REMOVED BY WATER BLASTING ONLY. ALL EXISTING PAVEMENT MARKINGS THAT ARE ALTERED SHALL
BE REPLACED PRIOR TO COMPLETION OF THE PROJECT. ALL COSTS FOR REMOVAL OF EXISTING AND TEMPORARY PAVEMENT MARKINGS SHALL BE INCIDENTAL TO THE VARIOUS PAY ITEMS OF THE CONTRACT.			

WORK NOTES

HAMMOCK DUNES PARKWAY
I.WHENEVER WORK OCCURS, OR VEHICLES, WORKERS, MATERIALS OR EQUIPMENT ARE LOCATED MORE THAN 2' FROM THE EDGE OF THE TRAVEL LANE, BUT WITHIN THE
CLEAR ZONE, MAINTAIN TRAFFIC PER INDEX 603 AND 604.
2.0VERHEAD WORK IS NOT ANTICIPATED ABOVE HAMMOCK DUNES PARKWAY. DO NOT CLOSE TRAVEL LANES ON HAMMOCK
DUNES PARKWAY UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
CAM DEL MAR
I.WHENEVER WORK OCCURS, OR VEHICLES, WORKERS, MATERIALS OR EQUIPMENT ARE LOCATED MORE THAN 2' FROM THE EDGE OF THE TRAVEL LANE, BUT WITHIN THE CLEAR ZONE, MAINTAIN TRAFFIC PER INDEX 603.
2.0VERHEAD WORK IS NOT ANTICIPATED ABOVE CAM DEL MAR DO NOT CLOSE TRAVEL LANES ON CAM DEL MAR
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
JUNGLE HUT ROAD
I.WHENEVER WORK OCCURS, OR VEHICLES, WORKERS, MATERIALS OR EQUIPMENT ARE LOCATED MORE THAN 2' FROM THE EDGE OF THE TRAVEL LANE, BUT WITHIN THE CLEAR ZONE, MAINTAIN TRAFFIC PER INDEX 603.
2.0VERHEAD WORK IS NOT ANTICIPATED ABOVE JUNGLE HUT ROAD. DO NOT CLOSE TRAVEL LANES ON JUNGLE HUT ROAD
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
HAMMOCK DUNES PARKWAY

I.NOTIFY ENGINEER AT LEAST 7 CALENDER DAYS PRIOR TO BEGINNING LANE CLOSURES

INSTALL TRAFFIC CONTROL DEVICES PER INDEX 603, 604 AND MAINTAIN TWO-LANE, TWO-WAY TRAFFIC PER
TYPICAL SECTIONS.

CLOSE NEEDED LANES PER THE FOOT INDEX 603 STANDARD
PERFORM WORK PER ROADWAY PLANS.
AT THE END OF THE DAY, REOPEN ROADWAY TO TRAFFIC.	
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMMUNffTY DEVELOPMENT DffSTRffCT	
TRAFFffC CONTROL SHEET	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY		PROJECT	ID				
						FLAGLER	180406-1-52-01		4	

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			SUMMARY OF LUMP	SUM ITEMS			
PAY ITEM NO.	PAY ITEM DESCRIPTION	QUANTITY	DESIGN NOTES	CONSTRUCTION REMARKS		
		p	F				
101	MOBILIZATION						
102 I	MAINTENANCE OF TRAFFIC (57DA)						
SUMMARY OF PAVEMENT		

PAY ITEM NO.	
PAY ITEM DESCRIPTION	LOCATION	
SIDE	
AREA
ID	l:: I-
\.'.)
<
IJ.J
..J	l::
-Ia-
s:	
UNIT	
QUANTITY	
TOTAL	
DESIGN NOTES	
CONSTRUCTION REMARKS		
		STA. TO STA.	DESCRIPTION											
									p	F	p	F				
0120	REGULAR	EXCAVATION	JUNGLE HUT TO DCDD LOT	1" EXIST EXCAVATION	RT				CY	14.54		14.5					
0327 70 6	Ml LL/NG	EX!STING ASPHALT PAVEMENT	65+16.74 TO 74+95.42	I I I 2" AVG DEPTH	LT /RT				SY	4282.96		4283.0					
0327 70 6	Ml LL/NG	EXISTING ASPHALT PAVEMENT	100+78.45 TO 214+80.61	1 1/2" AVG DEPTH	LT/RT				SY	35673.46		35673.5					
0327 70 6	Ml LL/NG	EX!STING ASPHALT PAVEMENT	295+43.35 TO 306+46.79	1 1/2" AVG DEPTH	LT/RT				SY	3107.80		3107.8					
0327 70 19	Ml LL/NG	EX!STING ASPHALT PAVEMENT	DCDD LOT TO DCDD LOT	3/4" AVG DEPTH DCDD	RT				SY	4737.92		4737.9					
334	AA	SUPERPAVE ASPHALT!C CONCRETE	DCDD LOT TO DCDD LOT	]"RESURFACE SP-9.5	RT				TN	260.59		260.6					
334	AA	SUPERPAVE ASPHALT!C CONCRETE	JUNGLE HUT TO DCDD LOT	3" NEW SP-12.5	RT				TN	86.38		86.4					
337 7 83	ASPHALT CONCRETE FRICTION COURSE (FC-12.5, PG 76-22)	65+16.74 TO 74+95.42	1.5" RESURFACE FC-12.5	LT/RT				TN	353.34		353.3					
337 7 83	ASPHALT CONCRETE FRICTION COURSE (FC-12.5, PG 76-22)	100+78.45 TO 214+80.6]	1.5" RESURFACE FC-12.5	LT/RT				TN	2943.06		2943. I					
337 7 83	ASPHALT CONCRETE FRICTION COURSE (FC- 12 .5' PG 76-22)	295+43.35 TO 306+46.79	1.5" RESURFACE FC-12.5	LT/RT				TN	256.39		256.4					
				SUMMARY	OF TEMPORARY TRAFFIC CONTROL PLAN	ITEMS													

PAY ITEM NO.	
PAY ITEM DESCRIPTION	
UNIT	PHASE I	PHASE II	
TOTAL	
DESIGN NOTES	
CONSTRUCT ION REMARKS		
			DURATION	QUANTITY	TOTAL	DURATION	QUANTITY	TOTAL					
			DAYS	p	p	DAYS	p	p	p	F				
0102-1	MAINTENANCE OF TRAFFIC	LS	57											
0102-14	TRAFFIC	CONTROL OFFICER		HR	41	8	328				328					
0102-60	WORK ZONE SIGN	ED	57	27	1539				1539					
0102-74-1	CHANNELIZING DEVICE- TYPES I, fl, DI, VP, DRUM, OR LCD	ED	41	32	1312				1312					
0102-76	ARROW BOARD I ADVANCE WARNING ARROW PANEL	ED	41	2	82				82					
0102-99	PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY	ED	41	4	164				164					
0710-11-111	PAINTED	PAVEMENT MARKINGS, STD, WHITE, SKIP, 6"		GM		0.117	0				0.I					
0710-11-121	PAINTED	PAVEMENT MARKINGS, STD, WHITE, SOLID, 6"		GM		I .36					I.4					
0710_11_125	PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LI NE OR CROSSWALK, 24"	
LF		817.50	818				817.5					
0710-11-160	PAINTED PAVEMENT MARKINGS, STD, WHITE, MESSAGE OR SYMBOL	EA		10	10				10					
0710-11-170	PAINTED	PAVEMENT MARKINGS, STD, WHITE, ARROWS		EA		22	22				22					
0710-11-221	PAINTED	PAVEMENT MARKINGS, STD, YELLOW, SOLID, 6"		GM		5.21	5				5.2					
0710_11_224	PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID FOR DIAGONAL OR CHEVRON, 18"	
LF		435.00	435				435.0					
														
710-90	PAINTED	PAVEMENT MARKINGS, FINAL SURFACE		LS			I									
0711-11-111	THERMOPLASTIC, STD, WHITE, SKIP, 6"	GM		0.117	0				0.I					
0711-11-121	THERMOPLASTIC, STD, WHITE, SOLID, 6"	GM		I. 36					I.4					
07II-Il-I25	THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK	
LF		817.50	818				817.5					
														
0711-11-160	THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL	EA		10	10				10					
0711-11-170	THERMOPLASTIC, STANDARD, WHITE, ARROW	EA		22	22				22					
0711-11-221	THERMOPLASTIC, STD, YELLOW, SOLID, 6"	GM		5.21	5				5.2					
0711_11_224	THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON	
LF		435.00	435				435.0					
														
999-1	!Nl!TAL	CONTINGENCY		LS												
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMMUNffTY DEVELOPMENT DffSTRffCT	
SUMMARY OF QUANTlITlIES	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY			PROJECT	ID			
5	
						FLAGLER	180406-1-52-01			

psykes

6/20/2022 4:43:12 PM	Default

G:\1201804-DCDD-GES\TWO-8_DCDD_/v1R\1804081S201\roadway\OUANTITIES.dgn

R/W (EXISTING)	

q_ CONST. HAMMOCK  DUNES PKWY. j
* Ci_ CONST. CAM DEL MAR

i i i
i

!STING

		

R/W (EXISTING)				

TYPICAL SECTION NORMAL CROWN HAMMOCK DUNES PARKWAY

STA. 65+16.74 TO STA 67+61.33
STA. 69+58.48 TO STA 74+95.42 ST A. 100+78.45 TO ST A 214+80.61

TYPICAL SECTION NORMAL CROWN CAM DEL MAR

ST A. 295+43.35 TO ST A 306+46.79

MAINLINE ANO SHOULDER MILLING ANO RESURFACING

MILL EXISTING ASPHALT (1.5'' AVG. DEPTH)
RESURFACE WITH ASPHALT CONCRETE FRICTION COURSE FC-12.5, PG 76-22 - 1.5'' THICKNESS

NOTES:

MATCH EXISTING CROSS SLOPES AT ALL LOCATIONS WITH EXCEPTION OF THE AREAS OF RIDE ABILITY CORRECTION.
IN AREAS WITH SIDEWALK, LEAVE EXISTING SIDEWALK AND MATCH EXISTING CONDITIONS

%tRJi1/t?f1i f"HJW'i:1JFJD )§  EXISTING GUARD RAIL
* LANE WIDTHS FOR CAM DEL MAR ARE 11' INSTEAD OF 12'	
	
EXIST. R/W				
EXIST. R/W				

MATCH						

						
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMMUNffTY DEVELOPMENT DffSTRffCT	
TYPffCAL SECTffON UJ	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT	ID		
6	
						
FLAGLER	
180406-1-52-01			

MATCH EX !STING: VARIES 22' TO 48'	

VARIES O' TO 12'	MILLING AND RESURFACING
I
* 12'	+i	* 12'	

VARIES O' TO 12'	
	i
i
I I
i		

psykes

6/20/2022 4:43:13 PM	Default

G:\1201804-DC DD-GE S\ TW 0-8 _DC DD_ /viR\18040815201\roadway\ TY PRD0J.dgn

(j_ CONST. HAMMOCK  DUNES PKWY. j
* (j_ CONST. CAM DEL MAR
R/W (EXISTING)
I
EXIST.  R/W	I
i
I

 	

 

TYPICAL SECTION SUPER ELEVATED HAMMOCK DUNES PARKWAY

STA. 65+16.74 TO STA 67+61.33
STA. 69+58.48 TO STA 74+95.42
ST A. 100+78.45 TO STA 214+80.61

TYPICAL SECTION SUPER ELEVATED CAM DEL MAR

ST A. 295+43.35 TO ST A 306+46.79

MAINLINE AND SHOULDER MILLING AND RESURFACING

MILL EXISTING ASPHALT (1.5'' AVG. DEPTH)
RESURFACE WITH ASPHALT CONCRETE FRICTION COURSE FC-12.5, PG 76-22 - 1.5'' THICKNESS	

R/W (EXISTING)

EXIST. R/W

H EXISTING

R/W (EXISTING)

EXIST. R/W

MATCH EXISTING
- : = :aAD:JACE7NT SLOPE
---I'\	MATCH

L_	

TYPICAL SECTION SUPER ELEVATED HAMMOCK DUNES PARKWAY

STA. 65+16.74 TO STA 67+61.33 ST A. 69+58.48 TO ST A 74+95.42 ST A. 100+78.45 TO ST A 214+80.61

TYPICAL SECTION SUPER ELEVATED CAM DEL MAR

ST A. 295+43.35 TO ST A 306+46.79

MAINLINE AND SHOULDER MILLING AND RESURFACING

MILL EXISTING ASPHALT (1.5'' AVG. DEPTH)
RESURFACE WITH ASPHALT CONCRETE FRICTION COURSE FC-12.5, PG 76-22 - 1.5'' THICKNESS

_jj!./(j_ CONST. HAMMOCK DUNES PKWY.
(j_ CONST. CAM DEL MAR *
R/W (EXISTING)
i
I	EXIST.  R/W
I
i

NOTES:

MATCH EXISTING CROSS SLOPES AT ALL LOCATIONS WITH EXCEPTION OF THE AREAS OF RIDE ABILITY CORRECTION.
IN AREAS WITH SIDEWALK, LEAVE EXISTING SIDEWALK AND MATCH EXISTING CONDITIONS

%tRJi1/t?f1I fHJW'i:1JFJD )§  EXISTING GUARD RAIL
* LANE WIDTHS FOR CAM DEL MAR ARE 11' INSTEAD OF 12'	
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMMUNffTY DEVELOPMENT DffSTRffCT	
TYPffCAL  SECTffON  r2J	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT ID		
7	
						
FLAGLER	
180406-1-52-01			

MATCH EXISTING: VARIES 22' TO 48'	

VARIES O' TO	

12'	MILLING AND RESURFACING
I
* 12'	I	* 12'
-r	

VARIES O' TO 12'	

MATCH EXISTING: VARIES 22' TO 48'	

VARIES O' TO	

12'	MILLING

* 12'	AND RESURFACING
I
i
+	* 12'	

VARIES O' TO 12'	

psykes

6/20/2022 4:43:13 PM	Default

G:\1201804-DC DD-GE S\ TW 0-8 _DC DD_ MR\18040815201\roadway\ TY PRD0J.dgn

 BEGIN AWS 	 END AWS 	MILLING TO BE DONE
::,....
s:	JOINT	JOINT	'
0...
 acc: 
Feet	 CQ
cc: 
'::(
:r:
-J
'::(
0...

URFACING
ST A. 65+16.7 4	Feet

INSET FOR TOLL BOOTH AREA

UCTION
OF CURB TIE IN ANO RESURFACING 3	
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMMUNffTY DEVELOPMENT DffSTRffCT	ROADWAY_PLAN_UJ
STA. 65+15.00 TO STA. 124+84.43	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT ID		
8	
						FLAGLER	
180406-1-52-01			

psykes

6/20/2022 4:43:15 PM	Default

G:\I 201804-DC DD-GE S\ TW 0-8 _DCDD_ MR\I 8040815201\roadway\PLAN RDJ.dgn

DRAIN WATER
TO INLETS

- -	- 200
-	Feet	C"'\J
+o- t--­...,	C"'\J
C"'\J
l'\J <	c+o -I"­')
t-..., ":::(
Q-...._..J	"'1-<
'-:(
V) >-	·-.J
":::(	a_
l.J..is	'-:( >­
DRAIN WATER	1--
<C)	TO INLETS	LI) '-:(
........ ":::(	-LlJ s
:-:..:..rJ:C:)	<Q
\...J'-­	-.J C'-:)(
h.	:r: a:::
u-
1--
'-:(

130	135	150

HAMMOCK  DUNES PKWY
STOP PAVING AT EXISTING
3 4" MILL EXISTING		CONCRETE VALLETY GUTTERS
1" NEW SP 9.5 ASPHALT

  ADDITIVE  ALTERNATE	
IN BID PRICES
	RE-STRIP  ALL
  1"  EXCAVATION  OF EXISTING UNPAVED  EXIT  ROAD	PARKING  LOTS
3" OF NEW  PROPOSED SURFACE COURSE PAVEMENT

* TIE IN NEW PAVEMENT TO JUNGE HUT ROAD

* TIE IN NEW PAVEMENT
TO PARKING LOT

NOTES:
* FULL DEPTH 3" SP-12.5 FOR 25' AT EACH TIE IN	DUNES COMMUNITY
ALL EXISTING ASPHALT ON DCDD PREMISES SHALL BE REPLACED	DEVELOPMENT   DISTRICT	
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMi>fU1\flITY DEVELOPMENT DJISTRJICT	ROADW A Y_PLAN_ r2J
STA. 124,fj,84,45 TO  STA. 154,fj,82,22	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT ID		
9	
						FLAGLER	180406-1-52-01			

0	JO

-

psykes	6/20/2022 4:43:27 PM	Default	'-8_DCDD _M R\18040815201\roadway\PLAN RD2.dgn

- -Feet - 
00

185	

C'\J C'\J
C'\J
c+o C-'\J
"1-<
"(
. -a.._J
"(
I-  >­
l/)	"(
-LlJ s
<Q
:-r..J: 0"(
u- a:::
1--
"(

HAMMOCK DUNES PKWY
155	160	165

DO NOT DISTURB EXISTING PAVERS

•	
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMi>fU.l\flITY DEVELOPMENT DJISTRJICT	ROADW A Y_PLAN_ r3J
STA, 154,fj,82,22 TO  STA, 188,fj,59,87	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT ID		
IO	
						FLAGLER	180406-1-52-01			

0	JO

-	2

psykes	6/20/2022 4:43:34 PM  Default	'-8_DCDD _M R\18040815201\roadway\PLAN RD3.dgn

- -	- 00
Feet

ENO PROJECT
ENO CONSTRUCTION
ENO MILLING ANO RESURFACING ST A. 214+80.61

DO NOT DISTURB	HAMMOCK  DUNES  PKWY	I
EXISTING PAVERS	205	210

DO NOT DISTURB EXISTING PAVERS	
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMi>fU.l\flITY DEVELOPMENT DJISTRJICT	ROADW A Y_PLAN_ r,/J
STA. 188,fj,59.87 TO  STA. 214,fj,80.61	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT ID		
11	
						FLAGLER	180406-1-52-01			

0	IO

-  2

psykes	6/20/2022 4:43:41 PM	Default	'-8_DCDO _M R\JB040815201\roadway\PLAN RO4.dgn

EXISTING HIGH POINT
UT)

JOO.OD'
 HIGH POINT REMOVED	 (CENTERLINE OF JUNGLE HUT)
PLANNED NB PGL FOR HAMMOCK DUNES PKWY

CENTER OF INTERSECTION

J

NOTE:

1.	SEE GENERAL NOTES FOR /VIORE INFOR/VIATION	
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMMUNffTY DEVELOPMENT DffSTRffCT	RffDE ABffLffTY CORRECTffON DETAffL	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT ID		
12	
						
FLAGLER	
180406-1-52-01			

psykes

6/20/2022 4:43:43 PM  Default

G:\1201804-DC DD-GE S\ TWO-8 _DCDD_MR\18040815201\roadway\PLAN ROI nset A.dgn

 EXISTING		 PROPOSED	 GROUNDLINE			GROUNDLINE
REPLACE WITH 1" OF SP 9.5
,, ,,	,, 1/4"	,'	,	'
-
-- --	,	.	6	,	,1	,	[7	,	.	6	,,	,	[7	,	.	6	,	,1  -	--	REMOVE 3/4"
'•	·	.LJ	v	.	v	,	.LJ	LIME  ROCK
--
6	t:,.	t:,.
's::J	'	's::J	'	J l
EX I ST I NG 4"	'	[7	'	[7	'
MIN  ASSUMED	'	'	'	'
LIME  ROCK	L'.'.'.l	'	v	'	L'.'.'.l	'	v	'	L'.'.'.l
r:::,.	'	r:::,.	'	r:::,.
SQ	v	SQ	v
'	'	'
L'.'.'.l	[7	v	'  L'.'.'.l	[7	v	'	L'.'.'.l
J l

NOTE:

SEE GENERAL NOTES FOR MORE INFORMATION
THE CONTRACTOR SHALL TIE PROPOSED ASPHALT WITH THE EXISTING ASPHALT IN THE PARKING LOT
EXISTING LlMEROCK WILL NEED TO BE COMPACTED AND GRADED BEFORE STANDARD ASPHALT IS PLACED ON TOP	
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMi>fU.l\flITY DEVELOPMENT DJISTRJICT	
LJIME ROCK PARKJING DETAJIL	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT ID		
13	
						FLAGLER	180406-1-52-01			
psykes	6/20/2022 4:43:55 PM  Default	'.:DD_MR\l 8040815201\roadway\PLAN RDInset B.dgn

 DO	NOT	DISTURB	 EXISTING		PAVERS
DO	NOT	DISTURB 
	DO	NOT	DISTURB 	EXISTING	PAVERS EXISTING		PAVERS

NOTE:

1.	SEE GENERAL NOTES FOR MORE INFORMATION	
REVISIONS	Kisinger Campo & Associates Corp.
201 N. Franklin Street Suite 400
Tampa, FL 33602
Jacob H. Duke, PE No. 86039	DUNES COMi>fU1\flITY DEVELOPMENT DJISTRJICT	
HOTEL TRACE BL VD EXJISTJING PA VERS DETAJIL	SHEET NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
								
					ROAD NO.	COUNTY	PROJECT ID		
14	
						FLAGLER	180406-1-52-01			
psykes	6/20/2022 4:44:02 PM	Default	DD _M R\18040815201\roadway\PLANRDI nsetC.dgn