31 Royal Palms Dr #1 gas line 2011 _MAR4440
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219 PL POLY VALVE 801
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GAS MAIN
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04 7ft'- INSTALL 225' OF PROPO,!�ED 2" PLASTIC
MAIN VIA DIRECTIONA L DRILL WITH
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MIN. 36" COVER
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C014TRACTOR SHALL VERIFY RIGHT-OF-WAY
AND ALL EXISTING UNDER GROUND UTILITIES PALMS
CONCE CDORNIVCE
PREVENT ANY DAMAGES DRIV
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AND PERFORM SOFT DIG WHEN NECESSARY T
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Index of Project Plans
9
TECO Peoples Gas
SHEET SHEET DESCRIPTION
PL4NS OF PROPOSED
I COVER SHEET NA TURAL GAS MMN=ENSION
2-5 GENERAL NOTES AND DETAIL SHEETS;, INSTALL APPROXIMATELY22o'.2"PE
6 PLAN SHEETS ST JOHNS COUNTY:2200,'�2"PE
7-8 TRAFFIC CONTROL STANDARD INDEX§HEET 0Z1V4d1C04(1J71y
FRO.
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M.ftdW Mk�
Fi'
77"
GENERAL NOTES /V
1. THE LOCATIONS AND SIZE OF EXISTING UTILITIES AS SHOWN ON THe�FPLANS ARE
APPROXIMATE ONLY. HOWEVER THERE IS NO GUARAI g-'aag
7W, IeNlulli_p-HE
NO OR SHOWN.
HAVE BEEN FOU THE CON1 THAT w
FACILITIES
To
R
ZCTM IS%r7'1A' AND _E—
ASCERTAIN AND DETERMINE PRECISE LOCATIONS PREPARATORY TO 0, _W
ALL VOLTAGES CARF IN OVERH OR
n
ALSO FAMILIARIZE HIMSELF WITH "ED
UNDERGROUND UTILITY SERVICES. NO CLAIM FOR EXTRA COST BE 'MADE
AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOF MEM0__0_W_D Ja.F.*1'4
APPROXIMATION& THE CONTRACTOR SHALL LOCATE EXACTLY ALL UTI&MES THAT ow Flom
CROSS THE PROPOSED UTILITIES PRIOR TO CONSTRUCTION.
1A
2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 4P HOURS
BEFORE BEGINNING CONSTRUCTION.
CONTRACTOR SHALL "CALL SUNSHINE" 1-800-432-4770 A MIMMUL4A�01`2-DAYS
AND
A MAXIMUM OF 5-DAYS PRIOR TO START OF CONSTRUCTION.
7777=
3. IT IS THE USE WHATEVER AN
RESPONSIBILITY OF THE CONTRACTOR TO 'fESIESIMET I
NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT
TO SURFACE DRAM AND TO DITCHES DURING CONSTRUCTION.
4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CNNSTRUCT'ON
FOR CONSTRICTION SAFETY. 4PECIAL
SAFETY. 0 OTHER
5. CONTRACTOR IS SOLELY RESPONSIBLE
PRECAUTION MAY BE REQUIRED IN THE VICINITY OF POWER LINES
S
UTILITIES.
6. ALL FEATURES ARE NOT SHOWN. THE FEATURES 140T SHOWN INCL BUT ARE
NOT LIMITED TO, OVERHEAD UTILITIES, TRAFFIC CONTROL WIRING jr.MPERTAIN
=EXIS NG UT SERIYACE LINES AND ROAD SIM. IT SHALL�
TO'P
S RESQJUT TO LOCATE AND PROTECT THESE FACMhMr"NG
CONSTRUCTION. ANY DAMAGE CAUSED 13Y THE CONSTRUCTION SHALL-FBE REPAIRED
BY T14E CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
7. MATERIALS CANNOT BE STORED WITHIN THE CLEM ZONE UNLESS p#PPERLY SHIELDED- r-rr
8. CLEAR ZONE WIDTHS IN WORK ZONES ARE DESCRIBED IN TA13LE Orf4�SHEET 2 OF 10.
STANDARD INDEX 600. i LO r-07),P.7.h W.,5.0r_ive PEOPLES GAS
9. BORING PITS MUST BE 140 CLOSER THAN 8' FROM THE ROADWAY/SW-OULDER'S EDGE OR 4'
FROM BACK OF CURB.
10.REAMERS LARGER THAN 6"ARE CONSIDERED OVERSIZED UTILITY DE@RTH MUST BE EOU&
TO OR EXCEED tOX THE BORE SIZE WHEN INSTALLED UIN&R DOT VEMENT ON PARALLEL ESTIMATED START OF CONSTUCTION: MAY 16, 2011
RUNS. THE UTILITY MUST BE 3.5X BORE SIZE OFFSET FROM EDGE 0 PAVEIiENT.
WHEN A BOR114G OR SPLICE PIT IS TO BE WITHIN THE CLEAR ZONE! ARIEFERENCE STANDARD ESTIMATED COMPLETION OF CONSTRUCTION: MAY 20, 2011
INDEX 600. SHEET 2 OF 10) STEPS MUST BE TAKEN TO MITK HAZARD WITHIN THE ]FepopleS GAS SYSTEM, Inc.
WORK ZONE. THE DROP-OFF MUST BE PROTECTEK/NSHIELDED ADARD INDEX 600
SHEET 6.
CHRIS URIA -LACKSQNVILLE REGIONAL ENGINEERING
FILE COPY ENGINEERING TECHNICIAN
PLANS ARE EXEMPT FROM THE SIGNING 4040 PHILIPS HIGHWAY NOTE:
AND SEALING REQUIREWINTS PRESCRIBED JACKSONVILLE, FL 32207 ArTEN`nON IS DIRECTED TO THE FACTMAT
THESE PLANS MAY HAVE BEEN ALTERED IN SIZE
IN SECTION 471 FLORAQA STATUES 904-739-4874 By REPRODUCTION.THIS MUST BE CONSIDERED
WHEN OBTAINING SCALE DATA.
OE-WEPLU W01"'ES. EROSION CONTROL NOVES.
1.ALL WORK SHALL BE COMPLETED IN CONFORMANCE AS APPLICABLE WITH FL#WA DEPARTMENT OF 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR 010"CONTROL WITHIN BEST MANAGEMENT PRACTICES
TRANSPORTATION'STANDARD spEanCATIONS FOR ROAD AND BRIDGE CONSTRU&TION,'LATEST EDITION, FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS
AND PER CITY OF ATLANTIC BEACH ENGINEERING DEPARTMENT. COMPLETE.
Z
2.SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER*S REPRESENTATIVE FC*REVIEW AND APPROVAL 2. THE CONTRACTOR SHALL SEED&MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY 124 0
u �;
PRIOR TO MANUFACTURE. PRIOR To FOLLOWING FINAL GRADING AND COMPLETION OF ALL UNDERGROUND UTI TIES Z
I THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY EXISTING UNDERGROUND UT'UTNS I SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. 4 E-
..I >4
BEGINNING CONSTRUCTION. E- .4
4.SILT FENCES-SHALL BE INSPECTED AFTER EACH RAINFALL AND REPARM IMMEDIATELY IF DAMAGED. U
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LINE AND GFI)PE STAKES IN THE FIELD r-1
" 0 Z
PRIOR M THE COMMENCEMENT OF CONSTRUCTION.MY DISCREPANCIES MUST EkE REPORT00 MWEDIATEL 5. ALL SIDE SLOPES OF STORM WATER MANAGEMENT AREAS SHALL BE SODDED UPON COMPLETION OF FINAL 0
TO THE ENGINEER OR THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY Ft�R ANY ERRORS, GRADING, m
5.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO START OF COSTRUCTION FOR LOCATION 6.ALL INLETS SHALL BE PROTECTED FROM COLLECTION OF ERODED MATERIALS BY INSTALLATION OF
OF EXISTING UTILITIES.IN OMER TO PREVENT DAMAGE AND COORDINATE ADJUOTWENT ANDAR TEMPORARY FILTER FABFbC AND/OR HAYBALES,
RELOCATION OF SAME IF REQUIRED.CONTRACTOR IS RESPONSIBLE FOR ANY DAVIAGES TO EXISTING
UNDERGROUND UTILITIES, 7.FLOATING TURBIDITY EIAMIERS SHALL BE INSTALLED WITHIN ALL WATER BODIES DOWNSTREAM OF
CONSTRUCTION ACTIVITIES WHERE PROTECTION AGAINST TI.RBID WATERS DISCHARGE MAY OCCUR.
6.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT MWER AND OWNER OF &CONTRACTOR SHAIi BE RESPOINISIBLE FOR OBTAINING THE NPDES PERMIT PRIOR TO THE START OF
ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSMj&)XN OF SAID CHANGE OR
DEVIATION. CONSTRUCTION.
7. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT AtIL EMS70G STRUCTURES
AND UTILITIES,ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT H?§OWN EXPENSE. PA'VI-VG AND DRMWAGE NO'rES.
& THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS*OUESTED BY THE MIR I�ALL BACKFU OVER UTILITIES LOCATED LNER PROPOSED PAVEMENT AREAS SHALL BE COMPACTED PER
FOR THIS PROJECT. F.D.O.T.STANDARD SPECIFICATIONS,SECTION 125.113.,TO 98%OF THE MAXIMUM DENSITY PER AASHTO
T-99.
9. THE 000 WILL PROVIDE THE SELECTED CONTRACTOR WITH COPIES OF ALL-FPERWITS RECEIVED FOR LM
THE PROJECT. 2.ADJUSTMENT OF INLET TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S BID.NO CLAIM SHALL BE MADE
AGAINST THE 0*0 MD/OR ENGINEER IN THE EVENT ADJUSTMENTS ARE NECESSARY.
10.ANY N.G.V.D. 1929 MONUMENT(S)WITHIN THE LIMITS OF CONSTRUCTION IS TIO BE PROTECTED.IF IN
I CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING STORM DRAINAGE FACILITIES AND SHALL
DANGER OF DAMAGE THE PROJECT CONTRACTOR SHOULD NOTIFY: VERIFY LOCATION AND ELEVATION OF SAID FACILITIES PRIOR TO THE START OF CONSTRUCTION.ANY
FACILITIES DISTUREIED SHALL BE REPAIRED TO EQUAL OR BETTER THAN EXISTING CONDITIONS,
ATTN.: MARK MAINTENANCE SECTION ATTN.: N/CG-162
GEODETIC INFORMATION CENTER
6001 EXECUTIVE BOULEVARD 4. THE 000 RESERVES THE RIGHT TO REQUEST FROM THE CONTRACTOR ASPHALTIC COMTE SURFACE fo
ROCKVILLE,MARWM 20852 COURSE MIX CERTIFICATIONS TO ASSURE COMPLIANCE WITH F.D.O.T.SPECIFICATIONS
TELEPHONE No.(301)443-8319 5.EXTRA BASE MATERIAL SHALL BE REWIRED AT CROSS CULVERTS WHEN COVER DIMENSION IS LESS THAN L
11.BENCH MARK DATA BASE IS NATIONAL GEODETIC VERTICAL DATUM(N.G.V.D.)) 12-BELOW BOTTOM OF BASE(F.D.O.T.INDEX NO.205).
OF 1929.
12.THE CONTRACTOR SHALL PROTECT AND USE CAUTION WHEN WORKING IN Oop AROUND AREAS Or CEEAN UP& RES�rOPLATTONWOTES. ri
OVERHEAD TRANSMS"LINES OR UNDERGROUND UTILITIES, 1. CONTRACTOR SHALL CLEM UP ALL DEBRIS AND DISPOSE OF PROPERLY AND MEETING ALL
AGENCIES STANDARD.
11 ALL PROPERTY CORNERS AND SURVEY MONUMENTS WITHIN THE LIMITS OF'SONSTRUCTION ARE TO BE u
PROTECTED.IF A MONUMENT IS IN DANGER OF BEING DESTROYED, THE pROjE&T ENGINEER AND 004ER 2. CONTRACTOR SHALL RESTORE ALL ITEMS TO THE EXISTING CONDITIONS OR BETTER ITEMS
SHOULI)BE NOTIFIED IMMEDIATELY IN ORDER THAT T14E COUNTY MAY HAVE A§WVEYOR REFERENCE SAID INCLUDE BUT NOT LUND TO CONCRETE DRIVEWAY,DRIVEWAY APRON.MAL BOXES,DITCH. >
POINT PRIOR TO DISTURBANCE.ALSO,ALL G.P.&CONTROL POINTS ARE To BE�FPROIECTED.IF DESTROYED CONCRETE SIDEWALK. TREES,LANDSCAPING.UNDERGROUND UTILITIES,ABOVEGROUND UTILITIES,
DURING CONSTRUCTION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPtOCE THE CONTROL AND GRASS.
POINT(S)AT THEIR EXPENSE. APPROVED 3. NO OPEN HOLES SHALL REMAIN OPEN OVERNIGHT"DOT PRIOR APPROVAL FROM CITY OF
14. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE,AT ALL TNES�ONE COPY OF
CONSTRUCTION PLANS,SPECIFICATIONS ANY SPECIAL pROVGONS,AND COPIES(qF ANY REQUIRED
CONSTRUCTION PERMITS IN COMPLIANCE WITH ALL PERMITTEE AGENDA, 4 NO PAVEMENT IS TO BE ail CONTRACTOR IS RES104ME TO OBTAIN APPROVAL cl.
M COUNTY FOR MY CUT DUE TO CONSTRUCTABILITY �4 C)
15. SUBMITTAL OF AS-BUILT SITE SURVEY.INCLUDING BENCH MARKS.IS REQU4WD- 5. THE DIRECTIONAL WILL.CONTRACTOR SHALL CONTAIN THE DRILLING MUD.BENTONITE CLAY, -x U
16.LOCAMNS OF DIRECTIONAL DRILL PIPE ENTRY AND EXIT ARE APPROXIMATCE(ONLY AND MAY BE AND DISPOS OF THE MATERIAL PROPERLY AS REQUIRED BY ALL STATE AND FEDERAL REGULATIONS. C) It. 11-�
w 0 U
ADJUSTED OR LENGTHENED BY DIRECTIONAL DRILL CONTRACTOR To ACHIEVE RWMD DEPTH. THE CONTRACTOR IS REQUIRED TO IMMEDIATLY SKEP AND CLEAN UP MY SPILL ONTO THE
FEASABILITY OF THE DRILL,TO AVOID CONFLICT WITH UNDERGROUND UTILITIES WO TO MAINTAIN VEHICLE ROADWAY OR AREA OUTSIDE OF T14E CONTAINMIENT AREA
TRAFFIC AS BEST AS POSSIBLE,AS APPROVED BY THE ENGINEER AND AT NO$DDITIONAL COST TO THE
OWNER. 6.ALL DRIVES DAMAGED OR OPEN CUT DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPLACED
THE FULL WIDTH OF THE DRIVE FROM THE EDGE OF PAVEMENT TO THE FURTHEST POINT OF
17.CONTRACTOR SHALL HAVE SURVEYOR VERIFY LOCAIIONS OF ALL EXISTING R$!GHT-OF-WAY LINES AND DAMAGE.CONCRETE DRhCS SHALL GD TO THE FURTHEST EXISTING CONSTRUCTION JOINT.ALL
TO ADJUST LOCATION OF PROPOSED PIPE AS CLOSE TO THE RIGHT-OF-WAY A§POSSIBLE PER TECO GAS DRIVES SHALL BE SAW CUT.
PREFERANCE.
7.DRIVES SHALL BE REPAIRED WITH THE FOLLOWING:-
I& CONTRACTOR SHALL PROVIDE TEMPORARY RAMP ACIM DRIVEWAYS AND WADWAYS TO PROVIDE
ACCESS AND MAINTAIN VEHICLE TRAFFIC OVER THE PIPE WRING THE DIRECTIONK DRILL PROCESS AND ASPHALT-
TO PROTECT THE PIPE DURING STAGING AND WEIINK WHEREVER POSSIBLE. 1--r AS*KT(S-I OR S-3)ON
6'LIMERWK LEIR 100 ON
19.CONTRACTOR MAY CHOOSE TO DRILL SHORTER OR LONGER SECTIONS AS NogSSARY TO AVOID 6"SUB-BASE STABILIZATION LOR 40.
41
CONFLICT WITH ROADWAY TRAFFIC. 0
CONCRETE= 0
20.CONTRACTOR SHALL RES KRE DAMAGED BY CONSTOCTION TO EXISTING 6-CONCRETE(3,500 PSI)ON 4
CONDITION OR BE 6'SUBBASE STABILIZATION LBR 40. 0.
CONTRACTOR SHALL MEET EXISTING DRIVE THICKNESS IF 17 EXCEEDS THICKNESS ABM
21. TO CONSTRUCTION,CONTRACTOR IS;REOU1KD PROVIDE CITY
DEPAR T THE EXACT LOCATION OF TRENCHING AND ON
21 OPEN CUT OF MARION COUNTY ROAD PAVEMENT IS ALLOWED FOR TAPS PROJECT- THE
CONTR CTOR IS REQUIRED TO OBTAIN APPROVAL FROM DUVAL COUNTY ROW DWARTMENT PRIOR MY 7Q�TO
IONTRACTOR SHALL RES DAMAGED By CONSTRO"..
OR BE
"'CONTRACTOR IS REQUIRED T ROVIDE CITY
X ON OF TRENCHING AND ON
To CQNS�
R THE EXAC L AM
OPE CUT ROAD P VEM T IS ALLOWED 0
R CTM N OF MARION C= A EN F R TO PROJECT,THE
6 RE To VAL FROM DUVAL COUNTY OW DW TOT W
WIRED OBTAIN R AR a Y
R W CU
OAD CUT.
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MAINTENANCE OF TRAFFIC NOTES:
1.THE CONTRACTOR SHALL INSTALL STAND MOUNTED ADVMCE CONSTRUCTION SIGNING IN rn Z
ACCORDANCE WITH F.D.O.T.STANDARD INDEX No,602 FOR ANY WORK LESS THAN 15 FEET FROM :% 0
EDGE OF PAVEMENT. Z
r4
F-
2.ALL CONSTRUCRON EQUIPMENT AND MATERIALS SHALL BE STORED A MINIMUM OF 15 FEET >4
E-
FROM THE EDGE OF EXISTING PAVEMENT AND SHALL BE PROTECTED BY TYPE If BARRICADES WTHI L)
FLASHING YELLOW LIGHTS. W
0 Z
Ix
I THERE SHALL BE NO EXCAVAT06 L:TXAF=*_-,_ Ix
k THE CONTRACTOR SHALL CITY OF RIGHT-OF-WAY,FDOT OFFICE 0 HOURS PRIO
TO BEGINNING CONSTRUCTION.
5.IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE SUNSHINE STATE ONE CALL TIPS FOR COMMONLY I ISED BMPS
SYSTEM AT(800)-432-4770 FOR LOCATION OF UNDERGROUND UTILIIIES.
CONSTRUCTION ENTRANCE U
. REMOVE VEGETATION,ROOTS.AND OTHER MATERIAL FROM ENTRANCE.
SITE PREPARATION NOTES: . LAY DOWN GEOTEXTILE THEN 6 INCHES OF FOOT NO.I COURSE AGGREGATE ON TOP.
: THE LENGTH OF ENTRANCE MUST BE AT LEAST 50 FEET. PLAN LEGEND:
NORMAL.GOOD PRAC710E STE PREPARATION PROCEDURES SHALL BE USED FOR THIS PROJECT.D1 PROCEDURES MAINTAIN AS NEEDED TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY.
INCLUDE: STRIPPING THE STE OF EXISTING VEGETATION AND TOFSAL,COMPACTING THE SUBGRAW-ft"RACING SILT FENCES
NECESSARY FILL OR BACK FILL TO GRADE NTH ENGINEERED FILL A MORE DETAILED SYNOPSIS OF TP*S WORK IS AS . INSTALL WITHIN 24 HOURS OF LAND DtS7MANCE. 44
FOLLOWS: . emy a INCHES OF FABRIC IN TRENCH. GAS — PROPOSED GAS
. LEAVE NO GAPS(OVERLAP OR TOST ENDS TOGETHER).
1.PRIOR TO CONSTRUCTION,THE LOCATION OF MY EXISTING UNDERGROUND UTILITY LINES WITHIN TiINE CONSTRUCTION . MAINTAIN AND REPAIR UNTIL A MIND COVER IS ESTABLISHED.
AREA SHOULD BE ESTABUSHED.PROVISIONS SHOULD THEN BE MADE TO RELOCATE INTERFERING U&TIES TO SOL
APPROPRIATE LOCATION&ABANDONED pIKS SHALL BE pROpERLy REMOVED OR PLUGGED,AS THEjY-MAY SERVE AS . LOCAW AWAY FROM DOWNSLOPE STREETS,DRIVEWAYS.STREMS.WETLANDS,LAKES,ETC GAS — EXISTING GAS
CONDUITS FOR SUB-SURFACE EROSION WHICH MAY SUBSEQUENTLY LEAD M EXCESSIVE SETTUEM6RT OF OVERLAY . KEEP COVERED NTH PLASTIC SHEETING. In
STRUClURE(S). . CAREFULLY WET DOW EXPOSED SOIL TO KEEP DUST AND EROSION TO A Wow.
STUN SEWER INLET PROTEC
I IT IS RECOMMENDED THE TOP OF THE CLAYEY SANDS BE MAINTAINED A MINIMUM(IF 2 FEET MiM THE . PROTECT NEARBY STORM SEWER INLETS NTH STRAW OR SYNTHETIC BALE,SYNTHETIC FABRIC,FILTER SOCK,
PRWMD BOTTOM OF THE BASE MATERIAL OR CONCRETE PAVEMENT.IF THE SITE GRAM IS SUP THAT THE OR OTHER MEASURE. COMMUNICATION
MINIMUM SEPARATION DOES NOT EXIST,WE RECOMMEND UNDERCUTTING THE CLAYEY MATERIALS TOpkMAINTAIN THIS . INSPECT.REPAIR,AND REPLACE AS NEEDED,AND REMOVE SEDIMENT DEPOSITS AFTER EVERY STORM.
SEPARATION AND BACK FILLING WITH CLEAN STRUCTURAL FILL,AS DESCRIBED BELOW. SEDIMENT CLEANU
: REMOVE SOIL TRACKED ONTO THE STREET AFTER EACH WORKDAY. ON
I COMPACT THE SUBGRADE FROM THE MACE WITH A LIGHT WEIGHT VIBRATORY RULER(A 2 ftp 3 TON ROLLEK CLEANUP ALL SOIL THAT HAS WASHED OFF SITE FOLLOWING A STORM. ------- ELECTRIC x
STATIC WEIGHT AND 3 FOOT DRUM DIAMETER)OR TRACIO DOZER EQUIPMENT UNTIL A MINIMUM D6"TY OF AT PRESERVING EXISTING VEGETA
LEAST 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM D-1557).TO A DEPR OF 12 DIM . PRESERVE EXISTING TREES.SHRUBS.AND OTHER VEGETATION WHENEVER POSSIBLE.
BELOW THE COMPACTED SURFACE IS OBTAINED.A MINIMUM OF EIGHT(8)COMPLETE COVERAGES§00 BE MADE IN . TO PREVENT ROOT DAMAGE,DO NOT MADIE.PLACE SOL PILES,OR PARK VEHICLES NEAR TREES MARKED FOR
THE PAVEMENT CONSTRUCTION AREA VAIN A ROLLER TO IMPROW THE UNIFORMITY AND INCREASE TfHE DENSITY OF PRESERVATION. ------- SEWER
THE UNDERLYING SANDY SOILS,THE USE OF HEAVY VIBRATORY COMPAC104 EQUIPMENT SHALL NOT BE UTILIZED DUE . RACE PLASTIC MESH AROUND TREES EXTENDING TO THE DRIP LINE TO PROTECT THE AREA BELOW THEIR
TO THE POTENTIAL FOR PUMPING OF THE NEAR CLAYEY SOILS ENCOUNTERED,MESS APPROVED d9K THE ENGINEER. BRANCHES,
REVEGE
94MM THE SUBGRADE SOILS EXPERIENCE PLWING AND SOL STRENGTH LOSS DURING THE COMRWTIDN . SOD BARE SOL AS SOON AS POSSIBLE.VEGETATION IS THE MOST EFFECTIVE WAY M CONTROL.EROSION. ------- WATER
WERATIONS.COMPACTION WORK 94OLU BE IMMEDIATELY TERMINATED AND(1)THE DISUBED SOLS REMOVEO AND mm
BACKFILLED WITH DRY STRUCTURAL FILL SOILS 00 ARE THEN COMPACTED.OR(2)THE EXCESSFPORE PRESSURES LEAVE OR REPLACE 4 WKS OF TOPSOIL
WITHIN THE DISTURBED SOILS ALLOWED TO DISSIPATE BEFORE RECOMPACTING. LIGHTLY WATER SOIL BEFORE LAYING SOD. TYPICAL
ON SLOPES,LAY SOD STARTING AT THE BOTTOM AND WORK TOWARD THE TOP,LAYING IN A BRICKWORK
TO AVOID PUMPING OF THE UNDERPLAYING CLAYEY SOILS,SELF PROPELLED VIBRATING EQUIPMENT§HALL REMAIN A PATTERN.PIEG EACH PIECE DOIRIN IN SEVERAL PLACES, 4'x6'BORE PIT >-.
MINIMUM OF 2 FEET ABOVE THE CLAYEY SOILS.THE SANDY SOILS WITHIN 2 FEET OF THE CLAYEY SPILS MAY BE USE SOD FROM SOURCES CERTIFIED BY THE DIVISION OF RANT INDUSTRY AS*NOwus wEED-FREE'1 —1 �4
: INITIAL WATERING SHOULD WET SOIL 6 NOES DEEP.THEN WATER LIGHTLY EVERY OTHER DAY TO KEEP SOIL
COMPACTED WITH A VIBRATORY ROLLER. MOIST. 384+00
OPERATE IN THE STATIC MODE OR WITH A TRACK DOZER TO AVOID DISTURBING THE CLAYEY SQIL,�-,A MINIMUM OF 18 STATIONING LINE z
NOES OF SAM SHALL OVERLAY THE CLAYEY SOILS PRIOR TO OPERATION OF MY TYPE OF CON01RUCTO
EQUIRRUNt EXCESS DISTURBANCE OF THE CLAYEY SOILS WILL DEGRADE THE STRENGTH CHARACTOOSTICS OF THE rA Z
SOP AND MAY RESULT IN AN UNSUITABLE SOIL WHICH WILL REQUIRE OVER AND SUBSEQUENT BACKOUING NTH
CLEAN FINE SAND FILL MATERIAL IN AREAS WHERE CLAYEY SOILS ARE ENCOUNTERED NEAR THE GPM MACE IN LINE VALVE
OR ARE EXPOSED BY OAR EXCAVATION,AN INITIAL LIFT OF STRUCTURAL FILL MAY BE PLACED POW TO 0
COMPACTION OF THE SUBGRADE SOU U
0 *--�
DUE TO THE PRESENCE OF THE NEAR SURFACE CLAYEY SOLS,THE STE MAY BECOME DIFFICULT TIP WORK DURING END CAP (u u
WET WEATHER.IF CONSTRUCTION IS BEGUN DURING WET WEATHER,IT IS RECOMMENDED THE WILOW AND PAVEMENT
SUBGRADES NOT BE DISTURBED OTHER THAN TO STRIP VEGETATION.FILL AND WADING OPERATIOI(f 901D BE
PERFORMED NTH A MINIMUM OlS7URBMCE TO THE MICIAL SOILS.IN THIS REGARD,IT is REalmom THAT
TRACK EQUIPMENT BE USED ON SITE. RIGHT OF WAY
DIRECTIONAL DRILL LOCATION
4.TEST THE SUBGRADE FOR COMPACTION AT A FREQUENCY OF NOT LESS THAN ONE TEST PER 10M SQUARE
FEET
5.PLACE FILL MATERIAL.AS REQUIRED.THE FILL SHOULD CONSIST OF CLEAN,FINE SAND WITH LEvX THAN 10
PERCENT SOIL FINES,PLACE FILL IN UNIFORM 10 TO 12 INCH LOOSE LIFTS AND COMPACT EACH UFITT TO A MINIMUM
DENSITY OF 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY.
6.CONTRACTOR SHALL OBTAIN RECORD EVIDENCE OF ALL EXISTING FEATURES VIA VIDEO TAPIW(M PHOTOGRAPHS REDUCER
PRO TO MY CONSTRUCTION. 0�
STORM DRAIN
0
zn
w Z
0
Z
E-
MARKER POST, TRACER WIRES Z
EXTEND UP POST AND ATTACH
TO TERMINALS IN CAP. "GAS"
WRITTEN ON POST. POST COLOR
IN. SHALL BE "YELLOW" FOR GAS.
V.k
MIN.
DRAWING SYMBOL
—CHAMF
ER EDGE
CONCRETE COLLAR--]L::�
FINISH GRADE
METAL COVER
COLLAR TO BE FLUSH W/ALL TOP VIEW MARKING "GAS
PAVING & SIDEWALK 2" CHAMFER ON ALL
SURFACES COLLARS W/ EARTH.
FINISH GRADE FE
\—WARNING TAPE
IF APPLICABLE
PIPE--\
0' MAXIMUbL
ADJUSTABLE TRACER WIRE
VALVE BOX 0
SECTnN rA �p z
(u
GAS 96M NOTES: 0
1. LOCATE POST AT EA47
4�11 VALVE u
0
CLUSTER, EACH PIPING (ICHANGE OF (L)
GAS LINE DIRECTION, EVERY 500' I'MAXIMUM 914
SPACING, AND AS SHO*N ON PROJECT
DWGS.
2. LOCATION OF MARKE#Z ON PLAN MAY
BE ADJUSTED ONSITE T(b AVOID OTHER LA
UNFORESEEN CONFLICT% AND ESTHETIC
REASONS.
S E LE-ON
MARKER POST WITH 0
0
14
GAS VALVE BOX DETAIL TEST BOX [DETAIL
LVERT
92-1-11CU
TOP OF BANK rA m Z
IIA 0
FLOW LINE OF DITCH z
E-
0 IN .4
FRAC TAW .4
21 2' E-
3- UNDER UNDER CULVERT UP TO 36"DIAMETER. i K) na
TYPICAL
3' UNDER CUL LARGER THAN 36"DIAMETER PIPE TOP OF CROSSIRIG HEADWALL Z
MITERED END
w
HE
PROPOSED 8' GAS 1.11�9 FLOWN'LINE OF DITCF�7 CULVERT PIPE IERED Er
PERPENDICULAR TO SULVERT
Wm)11,40"KoVE u
TOP OF BANK SOIL CUTTINGS&MUD DRILL x LWER MmK 18-Lw4m CULVERT
EXCESS Oft MUD DRILL RIG am PIT
MITERED E14D POLY UNED
RED END TO PREVENT
CULVERT I LEACHING
FLOW LINE OF DITCH PIPE PROPOSED 8" GAS LINE
( PARALLEL TO CULVERT
V UNDER DIT%, ia"UNDER CULVERT UP M 36"DWAIIEFER. MINIMUM 2W
L
UNDER CUL RTS LARGER THAN 36'Dft4ETER SILT SCREEN SEMACK
HAY SALES
&AS`A4FtEMQUf" . . . WETIAND TYPICAL DRIVEWAY
UMIT
PROPOSED 8" (fpAS LINE AND MINOR ROAD CROSSING
PARALLEL TO (�ULVERT WORK SPACE:30'x 75' N.T.S.
TYPICAL DITCI-4 OR DIRECTIONAL BORING
CULVERT CROSSING PROFILES EQUIPMENT LAYOUT
N.T7 SOIL ONLY N.T.S.
MEDIUM SIZE RIGS
f
BARRICADE TO U
FOLLOWTREE
DRIP LINE
DO NOT STORE MATERIAL
IN THIS AREA
IJ
rA z
T SAFETY DRAINAGE 06o
COPOLYMER BARRIER 9-4 .4
FENCING W/VARE 0
TIES TO POSTS u
0
UNDISTURBED
A EXISTING
BORING
MOSTM PsIj2n!.-
�Pom
v
CONTINUA11011 If 111,111!IRENCH NK FOR wtooIAL OPEN TmEwN
GAS MAIN THE TREE PR07ECTION Bmw&ADE SHALL BE AT LEAST THREE(3)FEET H04.THE BARRIER SHALL COMM
L��: n— OF EMWR A WOOD FENCE%"20 POSTS PLACCED A MAMMUM OF EIGHT (8) FEET APART,WITH A 2X4
PROPOSED NATUR%L GAS MAIN MINIMUM TOP RAIL,OR A T%poRARy WIRE MESH FENCE, OR OTHER SIMILAIR BARRIER WHICH WILL LIMIT (u
L E,.,LL STRING UTILITY ACCESS PIT F REOUIRED ACCESS TO THE PROTECKD�AAREA.
UnLITY THE BARRSCADE SHALL BE AiT LEAST ONE FOOT IN DIAMETER FOR EACH INCH OF TRuNcK WA#ETER. FOR 4
ACCESS PIT��, TREES LESS THAN 12;:�� MINIMUM EIARR�SHALL BE PLACED AT LEAST SIX (6) FEET AWAY
&--EXMTIW UTILITY FROM THE BASE OF
TREE BARRICADE APPRM&- %BEAIN CITY APPRINAL OF TM BARRICADES BEFORE BEGINNING CLEARING
IYEICAL ROAL)WAY. -& DqULW.Ay DIRECIM-N-ALLD-Ef- DEDA-L OPERATIONS OR ANY SITE DQVELOftEWr.
KT.Sm
9
LA
CA
EXISTING CONCRETE SIDEWALK AS
SAW-CUT, REMOVE AND REPLACE
NEEDED FROM JOINT TO JOINT. REPLACE Z
CIA
IN ACCORDANCE TO THE F.D.O.T.'s
z
E—
CURRENT SPECIFICATIONS (SIDEWALK ND DIREfCTIONAL DRILL X
E— r4
CROSS SLOPE MAY NOT EXCEED 21)
0 Z
le
comc
TIE IN DETAIL ------ DRIVE 31
ks
INSTALL 1.25" PALM
2" X 1.25"
POLY VALVE c 0
/L
TAP TEE 131�4GIN DIRECTIONAL DRILL IN
0 lif td
V'P. 4' X 6' BORE PIT
R/w (2:1 R/W
pLA,STIC
1.25"
2*# PL POLY VAL.VE 801 26" OAK
GAS MAIN 763
L;
0 r. t'
INSTAWL 220' OF PROPOSED 2" PLASTIC
7ftl
MAIN� VIA DIRECTIONAL DRILL WITH w
F_ U
MIN. 48" COVER
PALMS
Ww ons—ons—ag=oua--oiim7-7cWv—oHs-61FI—OHl—IN—OHB—?Hl—ONE _ONB Wt,;:OHI:P _+ —OR —CBS—am —Ong—OCROSTONE—OH
a ONE c rn
7. z
DRIVE
u
c/L 1:14
C
D
0
.R
N
IVC
E
C�L
R,
g7l*2 5 PLASTIC
OLY VAL.VE
PALM'
ATLANTIC BLVD cu a
E_ 't
z
(STATE ROAD AIA) UNDER FDI(1:16T PERMIT
0. 11 0*08
N=H294
MEDIAN NO. IIH2940*08
0
EX. 4" PLASTIC
32ft' 19
GAS MAIN
t-AS==—=l__AAS—tAS—G]A (�AS—GAS.-- GAS—GAS—GAS(�
40 0 20 40
colic CONC m
DRIVE
DRIVE
C/L >
CONTRACTOR SHALL VERIFY RIGHT-OF-WAY
AND ALL EXISTING UNDER GROUND UTILITIES
C? r4
AND PERFORM SOFT DIG WHEN NECESSARY TO 1 1201 1 E-
z 0 1120 "c
DAMAGES Cl
PREVENT ANY
OWK
Z
�!
ROAD
WORK
AH
END A EAD
ROAD WORK<
A
2'Min.
15, D
D D D
A Toper Length
See Table 11 .3L r Area END
ROAD,, WORK Table 11
Device Spacing-Toper Device Spacing-Tangent 500, Taper Length - Shoulder
ROAD SIRMING FINES See Table I See Table I
DOUBM Speed V3L (ft)
WORK WIEN WOMERS Notes
AHEAD PRESENT (Mph) 8, 10' 12'
Sh1dr. Sh1dr. Shlar.
25 28 35 42
Table 1 30 40 50 60 WS2
Device Spacing L=—
J5 55 68 1 82 60
Max. Distance Between Devices (ft.) 40 72 90 107
Cones or Type I or Type 11
Speed Barricades or Vertical 45 120 150 180
DISTANCE BETWEEN SIGNS (Mph) Tubular Markers Panels or Drums 50 13J 167 200
Spacing (ft..)) Taperl Tangent Taper Tangent 55 147 185 212EO
Speed 25 50 25 50 L=WS
A 3 60 160 200 240J
B
40 mph or less 200 200 25 50 30 50 65 173 217 260
J'O J50
500 00
45 mph J50 J50 25 50 1 50 100 _j 70 187 2JJ 280
r5_0 mph or 500 500
greater
9 500'beyond the ROAD WORK 8' minimum shoulder width
AHEAD sign or midway betweeW Y
signs whichever is less. -3L= Length of shoulder taper in feet
GENERAL NO TES W= Width of totalshoulder in feet
(combined paved and unpaved width)
1. When four or more work vehicles enter the through traffic
lanes in a one hour period or less (excluding establishing DURA TrON NOTES S= Posted speed limit (mph)
and terminating the work area), the advanced FLAGGER sign 1. Signs and channelizing devices may be OMfitted if allof the
SYMBOLS shallbe substituted for the WORKERS sign. For location of following conditions are met:
floggers and FLAGGER signs, see Index No. 60J.
a) Work operations are 60 minutes or les.,s.
Work Area 2. WORKERS sign to be removed or fully covered when no b) Vehicles in the work area have high-"rh tensity, rotating,
Sign With 18" x 18" (Min.) Orange work is being performed, flashing, oscillating, or strobe lights OPf�eratihg.
Flag And Type B Light J. SHOULDER WORK sign may be used as an alternate to
the WORKER symbolsign only on the side where the
a Channelizing Device (See Index No. 600) shoulder work is being performed. CONDITIONS
4. When a side road intersects the highway within the TTC WHERE ANY VEHICLE, EQUIPMENT,
D Work Zone Sign zone, additional TTC devices shallbe placed in accordance WORKERS OR THEIR ACTIVITIES
with other applicable TCZ Indexes. ENCROACH THE AREA CLOSER
Lane Identification + Direction of Traffic THAN 15'BUT NOT CLOSER THAN
5. For general TCZ requirements. and additional information, 2'TD THE EDGE OF TRAVEL WAY
refer to Index No. 600.
2010 FIbOT Design Standards La
AM= R.,,Wl.n I Sheet No.
_4,,@
VA 07/01/071 1 of 1
TWO-LANE TWO-WAY, WORK ON SHOULDER Index No.
602
SIDEWALK CLOSED
Temporgry Crosswalk Marking - AHEAD NNNNNN
ZROSS HERE
SIDEWALK CLOSED (C-R-),
I (CDR
CR CR CROSS HERE
TINPEDE ITRII -1,811 PEDESTRM
CROSSWALK SIDEWALK IN WALKWAY
(Dp tional) CLOSED a a
SIDEWALK CLOSED C.)
AHEAD 2 0
SIDEWALK CLOSED IROSS HERE
0
USE OTHER SIDE SIDEWALK CaLOSED SIDEWALK
CLOSED
CROSS HERE PEDESTRiANI
CR WALKWAY
Area on
0 SIDEWALK CLOSED
AHEAD IN
Tcemporary Crosswalk Marking I!ROSS HER7
==> 1 -----71- I=* 01
CLOSED D (g
0
L4 S��ROW
t W;WS1
S IDI
CL
r r R
7,n_WJ DC
4NINNINNINNINNIN-1111-
CR LUSE OTHER SIDE PEDESTRAIN)
CROSSWALK
MID—BLOCK SIDEWALK MID—BLOCK SIDEWALK CLOSURE
CLOSURE WITH TEMPORARY WALKWAY
CORNER SIDEWALK CLOSURE
IWITH TEMPORARY CROSSWALKS
GENERAL NOTES
1. Only the signs controlling pedestrian flows are shown. 7. When construction activities involve sidewo&s on both sides of the
Other work zone signs willbe needed to controltraffic on street, efforts should be made to stage the cionstruction so that both
the streets. sidewalks are not out of service at the some itime.
2. For spacing of traffic controldevices and generaITCZ 8. In the event that sidewalks on both sides cof the street are closed, CONDITIONS
requirements refer to Index No. 600. Maximum spacing pedestrians shallbe guided around the construktion zone. WHERE ANY VEHICLE,
between barricades, verticalpanels, drums or tubular EQUIPMENT WORKERS OR
markers shollnot be greater than 25� 9. Temporary walkways shollbe a minimum Qbf 4'wide with a maximum
0.02 cross slope and a maximum 0.05 runnir4g slope between romps. THEIR ACTIVITIES ENCROACH
J. Street lighting should be considered. Temporary walkways less than 5'in width shall,,rprovide for a 5'x 5'passing ON THE SIDEWALK FOR A
space at intervals not to exceed 200'. TempOri'(ory romps shallmeet the PERIOD OF MORE THAN 60
S YMBOL S 4. For nighttime closures use Type A flashing warning requirements for curb ramps specified in lndf�.x No. J04. Temporary MINU TES.
lights on barricades supporting signs and closing sidewalks. walkway surfaces and romps sha#be stable, firtfm, slip resistant, and kept
Work Area Use Type C steady-burn lights on chonnelizing devices free of any obstructions and hazards such as, holes, debris, mud,
separating the work area from vehicular traffic. construction equipment, stored materials, etc.
Channefizing Device (See Index No. 600)
Work Zone Sign 5. Pedestrian traffic signaldisplay controlling closed 10. Temporary romps and temporary crosswoi& markings shollbe removed
crosswalks shallbe covered or deactivated. with reopening of the sidewalk, unless otherwis(b noted in the plans. Allwork
and materials associated with constructing tenj�porary curb romps and
6. Post Mounted Signs located near or adjacent to a temporary crosswalk markings, removaland disiposalof temporary curb
(CR Required Locations For Either TemporarV
Or Permanent Curb Ramps. sidewalk shallhave a 7minimum clearance from the ramps and temporary crosswalk markings, and/ restoration to original
Lane Identification + Direction of Trafrl�c bottom of sign to the sidewalk. conditon shallbe paid for as Maintenance of TrIfaffic, Lump Sum.
Li��t Sheet No.
2010 FDOT Design Standards Revision
07/01/0; 1 of 1
PEOESTRIAN CONTROL FOR Index No.
CILLOSURE OF SIDEWALKS
660