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 	OWNER /	DEVELOPER	
LAKE ASHTON COMMUNITY DEVELOPMENT DISTRICT 1 (LACDD1)
c/o GOVERNMENTAL MANAGEMENT SERVICES - CENTRAL FLORIDA, LLC
201 EAST PINE STREET, SUITE 950 ORLANDO, FLORIDA 32801
CONTACT: GEORGE S. FLINT P - ( 407) 841-5524
F - {407) 839-1526 GFLINT@GOVMGTSVC.COM

 	CIVIL ENGINEER	
PBS&:J
482 SOUTH KELLER RD ORLANDO, FL 32810
CONTACT: BRIAN FORSTER, P.E. P - (407) 647-7275
F - {407) 647-0551 BPFORSTEROPBSJ.COM

VICINITY

MAP

LOCATION	MAP

INDEX OF DRAWINGS	
DWG. NO.	DRAWING TITLE	
G1OO	COVER AND INDEX OF DRAWINGS	
G1O1	GENERAL NOTES AND PAY ITE UST	
C1OO	OVERAU SITE PLAN	
C1O1-1O3	ROADWAY REPAIR PLAN	
Cl 1O-111	DETAILS	

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MARCH 11, 2011

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GENERAL
INSTALL  ALL  REQUIRED   EROSION   AND  SEDIMENTATION   CONTROL  MEASURES PRIOR  TO	EROSION CONTROL	MAINTENANCE OF TRAFFIC
DEMOLITION.	1.	PROVIDE   EROSION   AND   SEDIMENTATION   CONTROL   MEASURES   UTILIZING   INDUSTRY	1.	THE   CONTRACTOR   SHALL   PREPARE   A  PROJECT   SPECIFIC   TEMPORARY
THE LOCATION  OF ALL EXISTING  UTILITIES  AND DRAINAGE  STRUCTURES  SHOWN ARE BASED	STANDARD  BEST MANAGEMENT  PRACTICES  TO AVOID ADVERSE IMPACTS TO  OFF SITE	TRAFFIC CONTROL PLAN (TCP) THAT CONFORMS TO THE REQUIREMENTS ON AVAILABLE  INFORMATION.   PRIOR  TO CONSTRUCTION,  CONTRACTOR SHALL FIELD	LANDS AND WATER  BODIE S.   MAINTAIN THESE MEASURES  DAILY  UNTIL CONSTRUCTION	OF THE FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2009) LOCATE  ALL EXISTING  FACILITIES  WITHIN  AND ADJACENT  TO THE LIMITS OF CONSTRUCTION.	ACCEPTANCE  BY THE OWNER  AND THEN  REMOVE  AND  LEGALLY  DISPOSE  OF SAID	AND THE FDOT DESIGN STANDARDS (2010) INCLUDING CURRENT
MEASURES.  CONTRACTOR   TO  PROVIDE  STORMWATER   POLLUTION PREVENTION  PLAN	REVISIONS AND ADDENDA. THE TCP SHALL BE PREPARED AND SIGNED
ALL  ROADWAY   CONSTRUCTION   SHALL  BE  COMPLETED   IN  ACCORDANCE WITH  THE	(SWPPP)   TO  ENGINEER   FOR   REVIEW   PRIOR  TO  COMMENCEMENT OF CONSTRUCTION	AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA  DEPARTMENT  OF  TRANSPORTATION  DESIGN  STANDARDS  AND  STANDARD	ACTIVITIES.   CONTRACTOR   TO   HAVE  SWPPP   ON  SITE  AT ALL  TIMES.	FLORIDA AND SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL SPECIFICATIONS  FOR   ROAD  AND  BRIDGE   CONSTRUCTION,  2008 .		WITHIN TEN WORKING DAYS AFTER RECEIVING A NOTICE TO PROCEED . NO
2.	ALL  STORM   DRAINAGE   INLETS   AND  PIPES   SHALL  BE  PROTECTED   FROM  SILT, SAND  AND	WORK SHALL OCCUR WITHOUT AN APPROVED TCP. THE COST FOR
CONTRACTOR   SHALL  MAINTAIN  DAILY  RECORD  DRAWINGS  INCLUDING  DATA  RELATED  TO  ALL	DEBRIS   DURING  CONSTRUCTION .   MAINTAIN  THESE  MEASURES   DAILY   (WHICH MAY  INCLUDE	PREPARING THE TCP SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR SURFACE   FEATURES   AT  ALL  TIMES   DURING   CONSTRUCTION.     RECORD   DRAWING	FULL  REPLACEMENT)   TO   MINIMIZE  SILT  ACCUMULATION   IN  THE   STORM   DRAINAGE   SYSTEM.	MAINTENANCE   OF  TRAFFIC   PAY   ITEM   102-1.
INFORMATION   SHALL  INCLUDE  (AT  A  MINIMUM)   HORIZONTAL   LOCATIONS  AND  INVERT	ANY ACCUMULATION WITHIN THE STORM DRAINAGE PIPE SYSTEM SHALL BE REMOVED
ELEVATIONS,   AND  CLEARANCE  DISTANCES   BE'IWEEN   PIPE  CROSSINGS   (AND TOP  ELEVATION	WITHOUT  PUMPING   OR   FLUSHING   INTO  THE  PONDS.     STORM   DRAINAGE SYSTEM  SHALL	2.	THE  TCP  SHALL  INCLUDE  TEMPORARY  TRAFFIC  CONTROL  MEASURES IF   APPLICABLE)   OF  ALL  DRAINAGE  AND  UTILITY  PIPE  SYSTEMS   INCLUDING  IRRIGATION	BE  CLEANED   AND   FREE  OF  DEBRIS   PRIOR   TO  CONSTRUCTION MANAGER'S  ACCEPTANCE.		OUTSIDE THE GATED ENTRANCE ON LAKE ASHTON BOULEVARD AS SLEEVES   AND   MATERIALS   AND  SIZES   OF  ALL  DRAINAGE AND  UTILITY  FEATURES.			REQUIRED FOR LANE CLOSURES ON LAKE ASHTON BOULEVARD.
INFORMATION SHALL BE LEGIBLY HAND WRITTEN ON THE MOST CURRENT SET OF
CONSTRUCTION   DRAWING S,   AS  WELL  AS  TYPE  WRITTEN   IN  TABULAR  FORMAT.    UPON	3.      NO  DISCHARGE  OF  CONTAMINANTS   INTO  ADJACENT   WETLANDS,   WATER BODIES,  OR	3. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES CALLED FOR IN THE COMPLETION   OF  THE  PROJECT  SUBMIT   ONE  COMPLETE   SET  OF RECORD  DRAWINGS		UPLAND   BUFFERS   WILL  BE  PERMITTED   AT ANY  TIME.		APPROVED TCP BEFORE BEGINNING THE ASSOCIATED WOR K. PROVIDE CERTIFIED   BY  A  PROFESSIONAL   LAND   SURVEYOR   REGISTERED   IN  THE  STATE OF  FLORIDA.				ADDITIONAL TRAFFIC CONTROL DEVICES AS CONDITIONS WARRANT AS
CONSTRUCTION   SITE   ACCESS   SHALL  BE  VIA  THOMPSON   NURSERY   ROAD   (C .R.      540A)  .	4.	DAMAGE   TO   WETLANDS   AND/OR   UPLAND   BUFFERS   ADJACENT  TO   CONSTRUCTION   AREAS	DIRECTED   BY  THE   ENGINEER.   THE   LUMP   SUM   BID  PRICE  FOR
SHALL  BE  PREVENTED   BY  IJELINEATING   THE  LIMITS  OF  CONSTRUCTION,  AND  INSTALLING	MAINTENANCE OF TRAFFIC PAY ITEM 102-1 SHALL INCLUDE PROVIDING,
THE  ACCESS  TO  AND  FROM  THE  SITE  MAY,   FROM   TIME  TO  TIME,   CHANGE   AT  THE	SEDIMENT  BARRIERS   PRIOR  TO  THE  COMMENCEMENT   OF CONSTRUCTION  ACTIVITIES,	MAINTAINING, INSTALLING AND REMOVING ALL TEMPORARY TRAFFIC
DIRECTION   OF THE  OWNER.	THEREBY  RETAINING  SEDIMENT  WITHIN  THE  CONSTRUCTION  AREA.     CONTRACTORS  WILL	CONTROL DEVICES.
BE  REQUIRED   TO   ADEQUATELY   MAINTAIN   THESE   PROTECTION   MEASURES   AT  ALL TIMES.
CONTRACTOR   TO  MAINTAIN,   AT  NO  EXPENSE  TO  THE  OWNER,   ALL NECESSARY  ROADS	4.	IN THE EVENT OF ACCIDENTS, SEVERE WEATHER CONDITIONS OR OTHER
FOR   HAULING  THE  EXCAVATED  MATERIAL.     CONTRACTOR   TO  REMOVE  AND HAUL  EXCESS	5.	ALL  SURFACE  WATER   DISCHARGE   FROM  SITE,  INCLUDING  DEWATERING DISCHARGE,  SHALL	UNFORESEEN EMERGENCYIES, THE CONTRACTOR SHALL ADJUST OR MATERIAL  FROM  SITE.		MEET  STATE  WATER  QUALITY  STANDARDS   (LESS  THAN   29   NTU  ABOVE  BACKGROUND)  PRIOR	REMOVE TRAFFIC CONTROL DEVICES AS DIRECTED BY THE ENGINEER
TO  REACHING  ANY  WATERS   OF  THE  STATE'.  INCLUDING   WETLANDS.     IT IS THE	WITHOUT DELAY. THE COST FOR REMOVING AND RESTORING THE TCP
EVERYONE   PRESENT   AT  THE  SITE  MUST  ABIDE   BY  OSHA  AND  JOB  SAFETY  REGULATIONS	CONTRACTOR' S  RESPONSIBILITY  TO  REMAIN   IN  COMPLIANCE   WITH  THE FDEP  GENERAL	SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR MAINTENANCE OF
AT  ALL  TIMES.	PERMIT  TO  DISCHARGE  PRODUCED  GROUNDWATER  OFFSITE.	TRAFFIC PAY ITEM 102-1.
CONTRACTOR   TO  PROVIDE  A  SCHEDULE  OF  PROPOSED   CONSTRUCTION   TO THE  OWNER	6.	EROSION   AND  DUST  CONTROL   SHALL  BE  MAINTAINED   WITHIN   CONSTRUCTION AREAS  BY	5.	THE CONTRACTOR SHALL NOT  CLOSE  LANES  ON  DUNMORE  DRIVE  AT  THE AND  ENGINEER   PRIOR  TO COMMENCING  ACTIVITIES.				SAME TIME LANES ARE CLOSED ON LAKE ASHTON BOULEVARD .
QUICKLY   STABILIZING   DISTURBED   AREAS  TO  PREVENT   THE  RELEASE   OF  SEDIMENT.
6.	ON LAKE ASHTON BOULEVARD, COMPLETE RECONSTRUCTION OF THE
GEOTECHNICAL  INFORMATION	NORTHBOUND ROADWAY BEFORE STARTING THE SOUTHBOUND ROADWAY.
ROADWAY	7.	A REVISION TO THE TCP SHALL BE PREPARED FOR ANY LANE OR ROAD
EXISTING  PAVEMENT  AND  GROUNDWATER   TABLE  INFORMATION  WAS OBTAINED  FROM:	CLOSURE(S)   REQUIRED   FOR   THE  PROJECT   THAT  ARE   NOT  INCLUDED IN
FLORIDA  TESTING   &  ENVIRONMENTAL,  INC.   (FTE)   REPORT, "PAVEMENT  EVALUATION	1.	SAWCUT  EXISTING  PAVEMENT  AT  THE  CONNECTIONS  TO  THE  EXISTING  ROADWAYS  TO	THE  APPROVED   TCP.   THE  TCP   REVISION   SHALL  BE  SUBMITTED   TO THE
FORM  A  STRAIGHT  PAVEMENT  JOINT.	ENGINEER FOR REVIEW AND APPROVAL AT LEAST TWO WORKING DAYS
REPORT-EXISTING   LAKE   ASHTON   PROJECT"   DATED   AUGUST 4,   2008.	2.	ALL  CURBS   (EXISTING  OR   NEW)   SHALL  BE  PROTECTED   FROM CONSTRUCTION  DAMAGE.	BEFORE THE DATE THE CLOSURE IS NEEDED FOR THE WORK . NO WORK "SUBSURFACE   SOIL  EXPLORATION   -    PHASE  I,   EMMER DEVELOPMENT  CORPORATION"		ALL  CHIPPED   OR   CRACKED   POf<TIONS   OF  CURB   SHALL  BE  REPLACED AT  NO  ADDITIONAL	SHALL OCCUR WITHOUT AN APPROVED TCP REVISION. THE  COST  FOR ARDAMAN   &  ASSOCIATES,   DATED   APRIL  5 , 1985 .		COST  TO  THE  OWNER.  IN  ADDITION,   ANY  MORTAR,   CONCRETE,   SOIL  AND  OTHER  DEPOSITS	PREPARING THE TCP REVISION SHALL BE INCLUDED IN THE LUMP SUM
OR   STAINS   SHALL  BE  CLEANED   TO  RETURN   THE  CURBS  TO  THEIR ORIGINAL  CONDITION	PRICE FOR MAINTENANCE OF TRAFFIC PAY ITEM 1 02- 1 .
OR  BETTER.
8 .	ROAD CLOSURES SHALL BE COORDINATED WITH THE AUTHORIZED LAKE
DIMENSIONS   OF  MIAMI   CURB   ARE  TO   MATCH   EXISTING   MIAMI   CURB.		ASHTON   HOMEOWNER?S   ASSOCIATION   REPRESENTATIVE   AND  THE  ENGINEER. THE COST FOR THIS COORDINATION, BROCHURES, FLYERS AND DOOR
UPON  COMPLETION   OF  FINAL  ASPHALT   PAVING,   TOOL  AND  CLEAN   ALL  MANHOLE  AND	HANGERS SHALL BE INCLUDED IN THE LUMP SUM  PRICE  FOR  VALVE  COVERS   OF  DIRT,  DEBRIS   AND  ASPHALT.     ALL  MANHOLE   AND VALVE  COVERS	MAINTENANCE OF TRAFFIC PAY ITEM 102- 1.
SHALL   BE  CLEAN   AND   OPERABLE   PRIOR   TO   CONSTRUCTION   MANAGER'S ACCEPTANCE.
a .	PREPARE A PROJECT CONSTRUCTION PLAN BROCHURE OR FLYER
QUANTITIES   FOR  ASPHALT  REMOVAL  IN  SECTIONS   OF  FULL  DEPTH ROADWAY  REPAIR	FOR DISTRIBUTION TO THE RESIDENTS IN LAKE ASHTON. THE
ARE  INCLUDED   UNDER  CLEARING   AND  GRUBBING   PAY  ITEM  0110-    2-  1 .	PROJECT CONSTRUCTION PLAN WILL LIST THE DATES ROADWAYS WILL
BE CLOSED TO TRAFFIC AND ILLUSTRATE THE CLOSED ROAD, THE
THE  SIZE  AND   WEIGHT   OF  THE  EQUIPMENT   USED  FOR   MILLING ASHPHALT  CONCRETE	ALTERNATE ACCESS ROUTE AND TEMPORARY ON-STREET PARKING PAVEMENT   SHALL  BE  SELECTED   TO  AVOID  CRACKING   OF  THE EXISTING  ASPHALT	LOCATIONS FOR EACH ROAD CLOSURE . COORDINATE THE ALTERNATE PAVEMENT  THAT  WILL  REMAIN  AFTER   MILLING.  ANY  AREAS   WHERE THE  REMAINING	ROUTES AND TEMPORARY ON-STREET PARKING LOCATIONS WITH THE ASPHALT  PAVEMENT   HAS  BEEN  CRACKED   OR  LOOSENED   BY  THE  MILLING  OPERATION	AUTHORIZED LAKE ASHTON HOMEOWNER?S ASSOCIATION
SHALL  BE  REMOVED   AND   REPLACED   WITH  NEW  TYPE  SP  ASPHALTIC  CONCRETE.  THE	REPRESENTATIVE AND THE ENGINEER. SURFACE ELEVATION SHALL MATCH THE MILLED SURFACE AT NO ADDITIONAL COST
TO  THE  OWNER.	b.	TWO WORKING DAYS BEFORE ANY ROAD CLOSURE, DISTRIBUTE A
DOOR-HANGER CARD TO  ALL  RESIDENCES  WITHIN  THE  SECTION  OF ROAD TO  BE  CLOSED  INDICATING  THE  EXPECTED  DATE(S)  AND  TIMES OF THE BEGINNING AND END OF THE ROAD CLOSURE . COORDINATE DISTRIBUTION OF THE DOOR HANGERS WITH THE AUTHORIZED LAKE ASHTON HOMEOWNER?S ASSOCIATION REPRESENTATIVE AND THE ENGINEER.
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DESCRIPTION

MOBILIZATION	
UNIT

LS	
QUANTITY   (BY   ROADWAY)	
QUANTITY TOTAL	
			LAKE ASHTON BLVD.	ASHTON CLUB DR.	TURNBERRY LANE	STRATHMORE DR.	TROON LANE	DUNMORE DR.		
0102-1	MAINTENANCE OF TRAFFIC	LS							1	
0104-10-3	SEDIMENT BARRIER	LF	3,800	508	40		20	2 ,574	6,942	
0104-18	INLET PROTECTION SYSTEM	EA	13	4	14	12	2	8	53	
0110-2-1	CLEARING AND GRUBBING	AC	1.29	0.05					1.35	
0110-4	REMOVAL OF EXISTING CONCRETE PAVEMENT	SY	42	21	14		4		82	
0120-1	REGULAR EXCAVATION	CY	128	114					242	
0160-4	STABILIZATION (8")	SY	295	265					560	
0210-1-1	REWORKING LIMEROCK BASE (6")	SY	5,893	256					6,149	
0285-704	OPTIONAL BASE GROUP 4 (LIMEROCK} (LBR 100}	SY	295	265					560	
0327-70-19	MILLING EXISTING ASPH PAVT (3/4"}	SY	-	-				4,539	4,539	
0334-1-12	SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC B)	TN	512	43				250	805	
0350-1-1	PLAIN CEMENT CONCRETE PAVEMENT (6"}	SY	-	-	5				5	
0520-1-10	CONCRETE CURB & GUTTER (TYPE F}	LF	10						10	
0520-1-8	CONCRETE CURB & GUTTER (SPECIAL , MIAMI}	LF	180	95	40		20	10	345	
0526-1-1	PAVERS (ARCHITECTURAL, ROADWAY)	SY	19						19	
0570-1-2	PERFORMANCE TURF, SOD	SY	1,075	59				763	1,897	
	HOT POUR ASPHALT SEALANT (RC-70)	LF	-	-	7,128	6,029			13 , 157	
	THIN LIFT PAVING (3/4"}	SY	-	-	4,882	4,212			9,094	
	STRIP DRAIN	LF	3,628	199				2,574	6,401	

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CONTRACTOR TO INSTALL CLEANOUTS AND STRIP DRAIN TO ENSURE POSITIVE SLOPE TO CURB INLET. CONTRACTOR TO PROVIDE AS-BUILT LOCATIONS AND INVERT ELEVATIONS AT EACH CLEANOUT AND ENTRANCE INTO CURB INLET. SEE DETAIL SHEET C111.
CURB ADJOINING INLETS TRANSITIONS FROM MIAMI CURB TO TYPE F CURB.	THOMPSON NURS[ RY ROAD
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														DES    I G N•	MDC & JDB		
														C HECKED   •	BPF		
														APP   ROVE    D.	KSK		
														SHEET  NO.	REV.		
														C101		
9	s	7	6	5	Lj	3	PLOT Dit.TE:	21 - I.IAR - 2011 08:58									
							FU NNiE:	\\orlls01\M) civil A- L\ Lk Ashton\ Povement Repairw\ Bortow\ C10L LAsh	t.dgn