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COMPONENTS OF CONTRACT PLANS SET
CITE' OF PORT ST LUCIE
ST. LUCIE COUNTY
STATE OF FLORIDA
CONSTRUCTION PLANS
FOR
SAVANNAS PRESERVE STATE PARK
INDEX OF SITE PLANS EDUCATION CENTER IMPROVEMENTS
SHEET NO
1
7
3-4
5-6
7-8
9-10
11-12
13-14
15
16-n
18 - 21
SHEET DESCRIPTION
KEY SHEET
GENERAL NOTES AND SPECIFICATIONS
STORMWATER POLLUTION PREVENTION PLAN NOTES
EXISTING CONDITIONS
EROSION CONTROL / DEMOLITION PLA
SITE PLAN
GRADING PLAN
SIGNING 6 PAVEMENT MARKING PLAN
LANDSCAPE PLAN
SITE DETAILS
OBSERVATION DECK DETAILS
GOVERNING STANDMDS AND SPECIFICATIONS:
FLORIDA DEPARTMENT OF TRANSPORTATION,
DESIGN STANDARDS DATED 2014.
AND STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION DATED 2014,
AS AMENDED BY CONTRACT DOCUMENTS.
REVISIONS
FINAL CONSTRUCTION PLANS
4 pORT ST
f- n
L2 n
FLORIaP
SHOP DRAWINGS
TO BE SUBMITTED TO:
ENK C.-N.. IF.
S/e AMENCAN CONSULTING PROFESSIONALS. LLC
2W8 CYPRESS NWE DWD, SURE 200
WESLEY CHAPEL. FWAIDA 335
PHONE: (ml) 113.1600
PLANS PREPARED BY:
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ConlrKcl No. ]01000e]
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
ENGINEER OF RECORD: ETIk C. Leschak. P.E.
P.E. N04 63874
GENERAL NOTES:
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By GATE SNEPRTS
1 97__ # ...... D
.4.M. r 121 S.W. PORT Si. LUCIE BLVD.
CITY OF PORT ST. LUCIE
PORT ST. LUCIE FL 34984 GENERAL NO]
DRAWN DAI 91MM2
=*m It, I O"M SPECEMA 77ONS
r-�
STORMNATER POLLUTION PREVENTION NOTES:
1.0 SITE DESCRIMON+
I.A. NATURE Of CONSTRUCTION ACT IVIRY:
IMPROVEMENTS TO THE EXISTING SAVANNAS PRESERVE STATE PARR Eq/CA)ION CENTER INCLUDE A J.WO Sr ADDITION
TO THE EWCATION CENTER. IMPMVEMENTS TO THE PARKING AREA, SIDEWALKS. ENTRANCE, AND THE ADDITION
OF AN OBSERVATION DECK.
I.B. SEQUENCE OF 41MON SOIL DISTURBING ACTIVITRESI
THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES.
I.L. AREA ESTIMATES:
TOTAL PROJECT AREA a 2.64 ACRES
TOTAL DISTURBED SOIL - 2.64 ACRES
I.D. RUNOFF DATA,
RUNOFF COEffICOENTS,
BEFORE, O.Ifi
—,NO: VARIES
AFTER: 0.60
SOILS DATA: THE SOILS CONSIST Of WAVELAND FINE SAND (50).
I.E. SITE YAP:
TM£ CONSTRUCTION PLANS ARE BEING USED AS THE SITE YAPS. THE CONSTRUCTION PLANS PROVIDE TN£ LIMITS OF ALL
CONSTRUCTION. THE GRADING PLAN, TYPICAL SECTION AND DMIMAM DETAILS IRENTIFY THE LIMITS OF DISTURRED AREA.
THE SMET NUMBERS FOR THE PLAN SHEETS REFERENCED ARE IENTIFIED ON THE KEY SHEET OF THESE CONSTRUCTION PLANS.
APPRDX IMATE SLOPES! TIE SLOPES OF THE SITE CAN BE SEEN 1N THE GRADING PLAN AND DETAILS.
• AREAS OF SOIL DISTURBANCES! 2.06 ACRES OF THE EXISTING AREA WILL RE DISTURBED WRONG CONSTRUCTION.
• AREAS NOT TO BE DISTURBED, N/A
• LOCATIONS OF TEMPORARY CONTROLS: THESE AR£ SHOWN DN THE EROSION MWRDL/OEML IT ION PLAN SHEE(.
• LOCATIONS OF PERMANENT CONTROLS, N/A
• AREAS TORE STABILIZED+ TEMPORARY, STABILIZATION PRACTICES ARE SHOWN IN THE SAME LOCATION K THE TEMPORARY
CONTROLS MENTIONED ABOVE. PERMANENT STABILIZATION IS SHOWN ON THE GRADING PLAN.
• SURFACE WATERS, THERE IS ONE SURFACE WATER !WETLAND) LOCATED AT THE PROPOSED OBSERVATION DECK.
• DISCHARGE POINTS TO SURFACE WATERS: THEE ARE NO DISCHARGE POINTS TO SURFACE WATERS.
RECEIVING WATERS+
THE SAVANNAS STATE PARK PRESERVE WETLANDS AND ULTIMATELY THE INDIAN RIVER ARE THE RECEIVING WATERS FOR THIS SITE.
P.0 CONTROLS:
Z.A. ERUS10N AND SEDIMENT CONTROLS,
EROSION CONTROL ITEMS ARE ESTIMATED FOR PREVENTION, CONTROL. ABATEMENT OF EROSION, SEDIMENTATION. AND WATER
POLLUTION. THESE ITEMS ARE TO BE USED AT THE LOCATIONS DESCRIBED IN THE CONTRACTOR'S APPROVED EROSION CONTROL
PLAN OR AS DIRECTED BY THE PROJECT ENGINEER TO COMPLY WITH ALL FEDERAL, STATE. AND LOCAL REGULATIONS.
TM£ CONTRACTOR SHALL DESCRIBE THE PRO SED STABILIZATION AID SFRUIMHAL PRACTICES BASED ON THE CONTRACTOR'S
PROPOSED TRAFFIC COWRUL PLAN. THE FOLLOWING RECOMMENDED GUIDELINES AM WED ON THE CONSTRUCTION PLANS. THE
CONTRACTOR MAY CHOSE TO ACCEPT THESE GUIDELINES OR MODIFY THEY, SUBIECT M APPROVAL OF THE ENGINEER. AS WORK
PROGRESSES. THE WWRACYOR SHALL WDIFY THE PLAN TO ADAPT TO SEASONAL VARIATION. CHANGES IN CONSTRUCTION
ACTIVITIES. AND THE NEED MR BETTER PRACTICES.
2.A.1 STABILIZATION PRACTICES:
THE CONTRACTOR SHALL DESCRIBE THE STABILIZATION PRACTICES PROPOSED TO CONTROL EROSION. THE CONTRACTOR SHALL
IN?RATE ALL STABILIZATION MEASURES AS SOON AS PRACTICAL, BUT IN NO CASE TORE THAN II DAIS, IN
MNTIONS OF
THE SITE WHERE [ONSTRUCTIOM ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. IF NECESSARY THE STABILIZATION
PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BF THE ENGINEER.
TEMPORARY:
• INSTALL SILT FENCE. STAKED TURBIDITY BARRIERS, HOG WIRE. SYNTHETIC BALES, AND A SOIL TRACKING PAWENTION DEVICE.
• TEMPORARY WLCHINGI CHEMICAL ADHESIVE SOIL STABILIZER IPoLYACRYLA111M) SHALL BE USED WHERE SOIL RUNOFF WILL
MIN TO AREAS PROTECTED RY STAKED OR FLOATING TURBIDITY BARRIERS WHEN COMSTRUCTIOM ACTIVITY HAS TEMPORAAILY
CEASED AND WILL NOT RE REWORAW IN THE NEXT 24 HOURS. THE MANUFACTURER'S REPRESENTAT RYE FOR THE MLYACRYLAMIDE
PROWCT SHALL RE CONSULTED PRIOR TO APPLICATION AND BE PRESENT WRING INITIAL APPLICATION TO ENSURE PROPER USE
OF THE PROWCl. APPLICATION RATES FOR SOIL SPECIFIC MLYERS SHULD E USED ACCORDING TO THE MMUFACTUER'S
RECOMMENDED SPECIFICATIONS.
PERMANENT:
• SOD - V. SASQUILUM
2.0 OTHER C04TMLS+
2. C.1 WAS,£ DISPOSAL+
THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS TO PREVENT THE DO CHANGE OF SOLID MATERIALS, INCLUDING WILDING
MATERIALS. TO WATERS OF THE UNITED STATES. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING. UNLESS
BTERNIS£ APPROVED BY TN£ ENGINEER.
PROVIDING Ll M CONTROL AND COLLECTION WITHIN THE PROJECT WRING CONSTRUCTION ACTIVITIES.
• DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED W
THE MANUFACTURER.
DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND CONSTRUCTION MATERIALS OFF THE PROJECT SITE BUT NOT IN
SURFACE WATERS, OR WETLANDS.
• COVERING LOADED HAUL TRUCKS WITH TARPAULINS.
• REMOVING EXCESS DIRT MGM ROADS DAILY.
2.C.2 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY SEWER. OR SEPTIC TANK REGULATIONS+
THE CONTRACTOR SHALL DESCRIBE THE PWPoSED PHOCEWRES TO COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS FOR
WASTE DISPOSAL. AND SANITAHF SEWER OR SEPTIC SYSTEMS.
P.C.! ifRTlt IZfRS MD PfSIICIRESt
THE CONTRACTOR SHALL DESCRIBE THE PROCEWRES FOR APPLYING FERTILIZERS AND PESTICIDES.
2.C.1 TOXIC SUBSTANCES,
TIE CONTRACTOR SHALL PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN
ADDRESSING THE GENERATION. APPLICATION. MIGRATION, STORAGE. AND DISPOSAL OF THESE SUBSTANCES.
—.5 APPROVED STATE AND LOCAL PLANS AND PERMITS,
THE CONTRACTOR 15 RESPONSIBLE FOR SUBMITTING THE NPWS NOTICE OF INTENT RN.O. I., WITH APPLICABLE FEE, TO FDEP AT
LEAST 16 MORS PRIOR TO INITIAL SOIL DISTURBANCE.
• NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM INPDES) STORWATER PROGRAM NOTICE OF INTER.
2.C.6 OFFSITE V£MICLE TRACKING I RUST CONYRUL+
THE COW OR SHALL DESCRIBE THE PWPoSED METMDR FOR MINIMIZING OffSITE VEHICLE TRACKING OF 5EDIMEWS AND
GENERATING WST. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING. UNLESS OTREWISE APPROVED RY THE
ENGINEER.
• SOIL TRACKING PREVENTION DEVICE
3.0 MAINTENANCE+
TM CONTRACTOR SHALL PROVIW A PLAN FOR MAINTAINING ALL EROSION AM SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION. THE
MAINTENANCE PLAN SHALL AT A MINIMUM. COMPLY Wl ff THE FOLLOWING.
SILT FENCE, THE CONTRACTOR SHOULD ANTICIPATE REPLACING SILT FENCE ON IRE TOWN INTERVALS.
• STAKED TURBIDITY BARRIER: MUST MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS PURSUANT TO F.A.C. 624.P11
THROUGHOUT CONSTRUCTION. 1
4.0 INSPECTIONS+
QUAL If IED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN YI MORS Of
THE END OF A STORY THAT IS 0.6 INCHES OR GREATER. TO COMPLY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAGES
AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED. INSPECTIONS SHALL BE CONWCTED AT LEAST
ONCE EVER MONTH. THE CONTRACTOR SHALL ALSO INSECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST
STORWAifA POLLUTION M&EWION PLAN. THE COWMCTOH SHALL RE RESPONSIBLE FOR COMPLETING THE WEEKLY NPTES INSPECTION
FORM AND SUBMISSION OF THE FORM TO TE ENGINEER. THIS FORM RUST RE WWLETED EVER T DAYS AND WITHIN 24 HOURS OF A
0.60 IN RAINFALL EVENT.
MINTS Of DISLHARUE TO WATERS OF THE UNITED STATES.
• POINTS OF DISCHARGE M MUNICIPAL SEPARATE STORY SEWER SYSTEMS.
• DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED.
• AREAS USED FOR STORAGE OF MATERIALS THAT ARE f SED TO PRECIPITATION.
• STRUCTURAL CONTROLS.
• STORWATER YANKEYEM SISTERS.
• LOCATIONS WHERE VEHICLES EWER OR EXIT THE SITE. TM CONTRACTOR SHALL INITIATE REPAIRS WITHIN PI HOURS OF INSPECTIONS
THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. IF INSPECTIONS INDICATE THAT THEINSTALLED STABILIZATION AND STRUCTURAL
PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT. AND PREVENT DISCHARGING POLLUTANTS. THE CONTRACTOR SHALL
PROVIDE AUDIT ZONAL MEASURES, K APPROVED BT THE ENGINEER.
5.0 NON-SYGNWATER DISCHARGES:
THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED NON-STORWATER DISCHARGES !EXCEPT FLOWS FROM FIRE FIGWING ACTIVITIESI.
THE CONTRACTOR IS REQUIRED M SUBMIT A DEWATERIMG PLAN TO SFAMD FOR APPRQVAL PRIOR M COMMENCEMENT OF ANY CONSTRUCTION
ACTIVITIES THAT REQUIRE DEWATERING.
THE CONTRACTOR SHALL DESCRIBE THE PROPOSED MEAS TO PREVENT POLLUTION OF THESE NON-STOAWATER DISCHARGES. IF THE
CONTRACTOR ENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER. CONTACT THE LOCAL DISTRICT HAZARDOUS MATERIALS COORDIMATOR. THE
COWAAM SMLL BE RESPONSIBLE FOR ANY REQUIRED PERMITS ASSOCIATED WITH OEWATERING SUCH AS THE WYU CONSUMPTIVE USE
PERMIT AND THE IMP GENERIC PERMIT FOR DISCHARGE OF PMWCW GMUNWATER FROM ANY NON-CONFAMIMATED SITE ACTIVITY.
2.A.2 STRUCTURAL PRACTICES' 62421.SW fEI.
THE CONTRACTOR SHALL DESCRIBE THE PWPoSED STRUCTURAL PRACTICES TO CONTROL OR TRAP SEDIMENT AND OTHERWISE PREVENT 6.0 GUIDANCE FOR STATE VEHICLE WASHING ON DEPARTMENT MANAGED LANDS
THE DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE OISTURBING THE DEPARTMENT WES NOT HAVE SPECIFIC REGULATIONS FOR MOBILE VEHICLE AND EQUIPMENT WASHING. UNDER FLORIDA STATUTES. HOWEVER.
SOIL UPSTREAM OF THE CONTROL. IF NECESSARY. THE STRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING. UNLESS ALL POINT -SOUSE DISCHAWES••AE REQUIRED TO OBTAIN DISCHARGE PERMITS. EXAMPLES Of THIS COULD INCLUE RUNOFF FROM WKWATER
— WISE APPROVED BT THE ENGINEER. ENTERING WRFACE WATER SUCH AS A RIVER. STREAM. LAKE. COASTAL WATER OR A STORWATER MIN OR DITCH. ADDITIONALLY. TH£
TEMMAARY, SOD. D£PARTYEAT IS EQUIED BY LAW 10 ENFORCE AGAINST VIOLATIONS OF WATER QUALITY STANDKOS SHOULD WE BECOME AWARE Of PROBLEMS
SILT FENCE IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT COMALL MANUAL. AT A SPECIFIC SITE. TH£REME, THE INWSYR IAL WASTEWATER SECTION RfGOMEN05 THAT OEPARTMf STAFF INVOLVED IN VEHICLE AND
• INLET PROTECTION IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. EQUIPMENT WASHING ON DEPARTMENT YANKED LANDS TAKE STEPS "M AS THOSE RECOWENED BELOW TO MINIMIZE
PERMANENT! POTENTIAL ENVIHONMENTAL IMPACTS,
• SOD - V. SASQUILUY. 1. PREVENT THE DISCHARGE OF WASH WATERS TO SURFACE WATERS AND STORWATER MANAGEMENT SYSTEMS.
2.8 SiORWKFR YANKEYENT, 2. AVOID USING EXCESSIVE pUANT IiIES Df WKN WALE,.
THE PROJECT CONSISTS OF A GRASSED VALE LOCATED IN THE CENTER OF THE PARKING LOT. EXISTING DRAINAGE PATTERNS !. AVOID NUISANCE CONDITIONS SUCH ER IESITE PoNOIMG OF WASH WATER OR RUNOFF ONTO MEI6nDORING pHOPCMIfS. PREVENT RUNOFF Of
WILL RE MAINTAINED FOR THE PROPOSED IWWVEYEMS. WASH WATER RUNOFF TO OTHER PROPERTIES.
EJ DATE r��"American CITY OF PORT ST. LUCIE nuvH•AV FWasMm arum P.LRK NNCNa— m.YFmIIInWWYa®NF5 y,�+CAS
0.•SOA'EO OAI 9/H/2d2 9� t r6^1 r 121 S. W. PORT ST. LUCIE BLVD. SHEET HO.
PO sr. wclE. FL 218e1 STORMWATER POLLUTION
L AWx DAI B/z11- ff :`.1..,• : l, :.1,„. •"°• F" WAG . EW Tr PREVENTION PLAN NOTR
CHECKED ECL R'I/1/ZN2 Xm C ......4 N/A ST. LUCIE
I. USE BIODEGRADABLE CLEANING COMPOUNDS. AVOID USING DETERGENTS THAT CONTAIN PWSPNATES. PETROLEUM BASED SOLVENTS, OR
CHLORINATED SOLVENTS.
5. HIGH PRESSURE WASHING. ST -CLEANING OR DEGREASING OF VEHICLE UNDERCARRIAGES OR ENGINES SM19ULD BE AVOIDED.
6. USC A GARDEN POSE WITH A LOW PRESSURE NOZZLE TO REMOVE SALT, MUD, AND INVASIVE VEGETATION FROM VEHICLE UNDEROARRIAGE.
A.ID WASHING UNDERCARRIAGE FOR OTHER PURPOSCS.
T. DIRECT THE WASH WATERS TO GRASSED AREAS OR OTHER PERMEABLE SURFACE WHERE THE WATER CAN BE CONTAINED AND ALLOWED TD
EVAPORATE OR PERCOLATE INTO TH£ GROUND.
B. AVOID WASHING —VI IES WITHIN IGO FEET OF A PUBLIC DRINKING WATER WELL, 75 FEET OF A PRIVATE DRINKING WATER WELL 04
EGO FEET FROM SURFACE WATERS.
9. AVOID WASHING WASTES FROM THE PAYLOAD AREAS OF VEHICLES USED TO TRANSPORT UNCONTAINER/ZED SOLID WASTES WHICH REQVIRE
DISPOSAL IN A CLASS I LANDFILL II.E. GARBAGE. TRASN. M.). THIS DOES NOT APPLY TO VEHICLES TRANGPoRTING
BAG—ONTAINERIZ£O GARBAGE OR TRASHL ROCKS, SOIL. OR VEGETATIVE MATERIALI OR RECYCLABLE MATERIALS SUCH AS METAL.
GLASS. PU G. ETC. FOR FURTHER INFORMATION ON SOLID WASTE HANDLING. CONTACT THE SOLID WASTE SECTION IN YOUR
DEPARTMENT REGULATORY DISTRICT OFFICE.
10.
CHEMICAL SPILLS -E. FERTILIZER. PESTICIDE. INSECT ILIMS) IN THE VEHICLE PAYLOAO AREAS SWULO BE CLEANED WITH
ABSORBENTS PRIOR TO VEHICLE WASHING. A HAF R000S WASTE DETERMINATION"PURSUANT TO 10 CFR 262.11 (GYBE REQUIRED FOR
THE USED ABSORBENTS SO THAT THEY MAY BE PROPERLY MANAGED AND DISPOSED. FOR FURTHER INFORMArION ON THIS PROCEDURE.
CONTACT THE WAR— WASTE SCCTION IN YOUR DEPARTMENT REGULATORY DISTRICT OFFICE. THESE MANAGEMENT PRACTICES DO
STANDARDS. FOR FURTHER INFORMATION ON VEHICLE WASHING CONTACT THE INEUVRIAL WASTEWATER SECTION IN YOUR DEPARTMENT
REGULATORY DISTRICT OFFICE.
T.0 STANUARO OPCRATING PROTOCOLS FOR LYCGWAMINATION
CONTRACTORS WORKING ON INVASIVE EXOTIC REMOVAL PROJECT MUST ADHERE TO THE FOLLOWING PROTOCOL.
MANDATORY DECONTAMINATION PROTOCOLS MUST BE FOLLOWED FOR VEHICLES AND EQUIPMENT PRIOR TO ENTERING SY. LUCIE COUNTY FROM
AREAS UTSI" OF THE COUNR.
WHEN MLV1NG or
FROM SITE TO SITE WITHIN WNRUE COUNTY. DECONTAMINATION REQUIREMENTS WILL BE AT THE DISCRETION OF
THE PROJECT MANAGER. WILL BE DEPENDENT UPON THE EXOTIC SPECIES THAT WERE TREATED AT THE PREVIOUS SITE. AND WILL DEPEND ON
THE NATURE OF THE TREATMENT SITES.
'IF DECONTAMINATION IS REQUIRED BY THE PROJECT MANAGER THEN THE CONTRACTOR MUST UTILIZE A DESIGNATED DECONTAMINATION SITE
WITHIN WNROE COUNTY. THE PROJECT MANAGER SHILI SUPPLY THE CONTRACTOR WITH A LIV OF DESIGNATED DECONTAVINAT ION SITES
(THESE MAY INCLUDE WNPoE COUNTY TRANSFER STATIONS AND DOT STORAGE SITES).
DECORYAYINATION PNOTOWLSL
ALL EQUIPMENT INCLUDING BUT NOT LIMITED TO VEHICLES, TRAILER. ATV-S. AND CHIPPERS MUST BE CLEARED WITH A PRESSURE WASHER
IAT A FACILITY APPROVED BY THE MANAGING AGENCY'S PROJECT MANAGER). DECONTAMINATION PROTOCOLS INCLUDE SPRAYING DOWN ALL
EQUIPMENT SURFACES INCLUDING THE UNDERCARRIAGE AND TIRES TO INSURE THAT MUD. VEGETATIVE DEBRIS AND OTHER DEBRIS IS NOT
TRAA'SMRYED FROM THE PREVIOUS TREATMENT SITE. SPECIAL ATTENTION WILL BE PAID TO EQUIPMENT THAT HAS WORKED AT SITES WHERE
LY6ODIUM, COLON GRASS AND OTHER EXOTICS SPECIFIC TO THE MAINLAND WERE TREATED TO PREVENT THE SPREAD OF THESE SPECIES INTO
VON— COURTY.
'EQUIPMENT SUCH AS CHAIN SAWS. LOPPERS. ETC. USED FOR CM STUMP TREATMENT WST SE WIPED DOWN AND CLEANED SO THAT THEY ARE
IRE£ OF DEBRIS.
PRIOR TO THE COMMENCEMENT OF AR 18VASIVE SPECIES REWVAL PWJECT. THE CONTRACTOR AND THE PROJECT MANAGER SHALL DISCUSS THE
NECESSITY FOR A DECONTAMINATION PLAN. IF THE PROJECT MANAGER REQUIRES A PLAN. THEN THE CONTRACTOR SHALL SUBMIT A BRIEF
DECONTAMINATION PLAN IN WRITING, TO rNE PMJECT MANAGER FOR APPROVAL. THE—STAMINATION PLAN SHALL IDENTITY SPECIFIC
OECONTAYINATION PROCEDURES AND DECONTAMINATION SITES. 1X 00 (NATION PROTOCOLS YAY VARY DEPENDING UPON TIE NATURE OF
THE TRCATYEM SITE, TYPE OF TREATMENT CONDUCTED AT THE SITE, AND THE EXOTIC SPECIES THAT WERE TREATED. IT WILL BE THE
RESPONSIBILITY OF THE PROJECT MANAGER TO INSPECT ALL EQUIPMENT PRIOR TO WORN COMMENCING ON THE FIRST DAY AT THE — SITE.
FAILURE TO COMPLY WITH DECONTAMINATION PROTOCOLS CONSTITUTES REASON FOR CDWRACT CANCELLATION AND DISMISSAL OF THE CONTRACTOR.
CONTRACTOR— AND SUBCONTRKTOR(S) CERTIFICATION
THIS SWPPP MUST CLEARLY IDENTIFY. FOR EACH MEASURE (DENT I£IED WITHIN THE SWPPP. THE COW C—S) OR SUBCONTRACTORIS)
THAT WILL IMPLEMENT EACH MEASURE. ALL CONTRACTOR(S) AND SUBCOMMCTORIS) IDENTIFIED IN THE SWPPP DUST SIGN THE FOLLOWING
CERTIFICATION+
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND. AND SHALL COMPLY WITH. THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA
GENERIC PERMIT FOR STORUWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION
PREVENTION PLAN PREPARED THEREUNDER.
Name Ttile Company Name, Address and Phone Number Date
5' HEAVY OUTY FENCE POSTS 12 GAUGEJGR£EN
METAL POSr ON'U. CENTERS
MESH, PoG WIRE
16 GAUGE METAL FENCE
FENCE BURIED 6' AND
BACKFILLED BELOW GRADE
FENCE ATTACHED WITH METAL TWIST TIES
.151110 GROUND
STAKED TURBIDITY
BARRIER III°FIB°)
Sfi' H1GN. 1'KI' MESR. IOC WIRE
16 GAUGE METAL FENCE
�Z- FENCE DURIED 6'
TURBIDIR BARRIER DURIED B'
AND BACKFILLED BELOW GRADE
EXCLUSION FENCE DETAIL
H EYIS Ions M I DATE CITY OF PORT ST. LUCIE B+Wwbv FTr>®eve ATB P.uc mLc�Tlov ®.Tree mnoLaA®Wa ...,r,
�� merican T21 S.W. PORT 3T. LOCIE BLVD.
DESIGNED DAI 9/R/2012 W� GHQ . ... . PORT ST. LUCIE, FL 31081 STORMWATER POLLUTION SHEET W.
DRAWN OA/9/21/2012 °C{:i°i °° uh.i°°
iL_ t.f.,Soa 'i_. R AD �x PREVENTION PLAN NOTES e
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1 (Typd ale: rxaxr-E+i,•
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_
c
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each
i j Tx8 Joists F a of Past
(Nate 3)
1 I 3
r1Dx2hS.S. ScrewSupport
v ac . y through SP Deck Into
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p'1 SECTION E-E
enrn
(TY
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xa' Joists
(TYp.1
NOTES:
° %'BxlOq 7. #10x3' wood screws are lYPlral along all calling and connect
Nex Bolts 3i B x 9• through the SP Top Railing Into the SP Railing Cap.
Hex Bolts 2. All screws are *10 x 2%' unless otherwise noted.
3. See Nate 3 on Sheet No. 76.
SECTION A -A 4. For location of Section A -A, see Sheet No. 16. g�
5
REVISIONS B/ DOTE ��American CITY OF PORT ST. LUCIE a� tT�-•�x-v'��-t�'�ffi��� SGtE+
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REVISIONS 11 DATE Cl CLTY OF PORT 57, LUC16 YwNN•usq®fve eTwfBnuec BpLCATRbY eR,A9 mnoveL!»Ms y,yEr ,•��•
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DESIGNED DAI 9INIM2 e�� SHEET N0.
FOR ST. LI/CIE, FL 84884 E%JSTING CONDITIONS (ZI
DRAWN DAI 9/24/2N2 1 :i v v /GAO Ol/NTY
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PAVEMENT MARRING PLAN FOR ADDITIONAL INFORMATION.
i 2. CONTRACTOR SHALL UTILIZE AND ADHERE TO THE FLORIDA EROSION AND SEDIMENT
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THE AREA WITHIN THE BOT 6 A NOTICE GENERAL PERY]T
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AR£A VM ¢Y
YMMS
KpIM
I5p°-V. PAmI11IWr
YMILr
PAKD AWP°
ARE
P'
!' /UT I
N,NrYGrYN�—
♦'
DDt
J 14uNp
e - ' rc�
EAI J. ]• Sanllpry Farce Mein
!TO REMAIN)
DOLCIafTE �o.]s k
.•ter ]o xEL.RJ
a->
u•rDA-a
r-am P51 oAtE6fTf r-cW PGI
*:a.)a
�6.8:.
ME1ET[
LD,p1ETf PAIfKYT PAKYE.1YI A4T5 RN p0[E .>m L1YLRfT[ O/YIS
x15.15
PLN OOfl .iL
p 17d
\
'
n.]5.
17 af.
SECTION A -A
/�
PAr ITEM
DESCRIPTION
OUANTIn
UNIT
-
E41T.d1 xlo.t�
��
f, .:3 EL. DJ!<'�.9C PARKING IDT/ORNEIVAY TYPICAL SECTpN DESN,A'
h. p
MUYBEfl
I. -I
REDMLAR ENCAVATIDN
IG69
CI
1] E�
'
1103 CEYfYI 0-1E PAVEYEK PUb'
IEO-I
SUBSOIL EACAYATION
2 009
CI
IL 25
t/�G/
. :6]6.
IEO-E
EYBARRYEMI
2.156
CI
I WALTON RD 1763
�vrurrv�vavrvaururvrvur��Gjrvv�vamavrv(v�rvrvr�vurvurua: 1i.1.
Nf"-r— ATE rtA111E1'ICdll (Q'�IY�OfTYOFPORTST.LUCIE
—TM S+✓*+N�f�=R>aP+Rr�ufov®vlIDPumro.amvLYSGUE.P-EJ•
�\./�j 121 S. W. PORT ST. LUCIE BLVD.
DESIGNED DAI 9M/Ep2 ��� ean.. t nb Enp .. .PORT ' , RUB m]xrI GRADING PLAN UJ
cxEafO ECG roivzwz •,,,, P�'e„u.T:' N/A ST. LUCIE
k t5.98
5 E4 x\
157 •
Erlel. G4Pgr Toftalta A 11 •55,67`
L70 REMAIN) \\I
5 e5\I
0'W WHEN TORTOISE
BIIRRON BUFFER s l Vi 6.13 5fi
E.- GVW, Torklsa J
Wrrar WaIlp8.05
6.35
gR / sly 5) ^5Jx1i
x 15 95 _� xiltf' •M x •20��
®Ifi.
YANG
REMAIN) 11 / �
i� 15
655 I 2 e. Erh/C Saran
9Jr klFad Ip�� 't ].. ll �' E l
6. J,5' a\ a. •'i..Ee •s-86 'a.Ua -r 25 3..'•i7E¢\ Y NA,'
' EgCATM NTE9'
t4 fBf OTHERS) `59 r a I .55, k, . .'
x L5.J3
law a.,.n �. Errn. sl/ag4
_6&J_�y .� LSO REMAIN)
--------------
x�
1703 fi.ce
• 4�'e-'t648' IE.a3
16.1iB +6.64 16 17.02 x -
115
e tF tS/:'e "t%]9Ln4x•35 x1�.ti2 .
15 x1595
b
L
4
21
67
O®
THE AREA WITHIN THE BOX IS A NOTICE GENERAL PERMIT x 22.04
AND THE AREA WTSWE THE WA;In-,TO BE PERMITTED
x 21 81 FeeE
AS A NO NOTICED GENERAL ENVIRONMENTAL RESWRCE 22 EB
PERMIT UIIDER THE IO:2-RULE
r.
x 22.18
. �x •,
x 21 80
Erhf. Watb Llna�23.87)•
x23„'•
12220
Ixf' SU 'A3.1 •,
x2165
OBSERVATION DELN
• I
l,r
fSE,2SL/�CTURE PGNSI
5
2—�'
•J. 1 .2�//•` Vr
.3.b1x i2AR
•..57'
r 15.E5
x25.o1 .!'
x �a.5b •
WRDIAIR
x 22 9e ISEE STRLCTURE PLANS)
15.45 h 31-� '1Y�- �.�.88 V•1-'
•`
'S.Laµr
•>.^IS F�"'�'Sx1
`Er/tt.WelloM Une
16./09
12A
�J519
�f OaNST
5/H' Iron RON I Go 5/8' Iran Rta G co
L.B. GYM LX. W52
STA.MI .7I.040'01` STA. W.WJS. WX3'LT
EL. IG35 EL. 6.79
s
REVISIONS �Cl�D
%AI71el'ICB11 CITY OF PORTST, LUCIE BIYANWAJ PRB�fineTwm vAR[ID1FN4LTAav ®YImImPov a 5p,L1Et l•=�•
SLRIPr 121 S.W. PORT ST. LUCIE BLVD.
2 oneu np Enp n a of E prlae, LLL SHEETW.
Ev.. n;ry .eun. poo PORT ST. LUCIE, FL 9/SBI GIL9DING PLAN (2I2,aaiw=nuLaMnE 1113.11.1.11111.26 y�r�L c��x., aarf4 r N/A sT. LUCIE IP
n
L
6'VMITE lTYP.I >•.
L
0 2p b
BUS PARNOp SPACES -
e
-
®
Fee[
f]0'ANWEl fTIPJ
e 9Cr1YPJ
50 51
52
53
1 I .
I I
._.. e+62b9
R
psr�.9u
.N•yyL
-..
R_
F 00NST.
IB'VHIi[ AT 0.T6
1'(1YPJ a
i51..51./
ISM RT
0 I PAR, i
A9
TO RE R`=ATED iHpIRS
e
e95" ?
n,
•TI.2I' T /
`-----
MM' RT n s ♦SB '
.79M 62J1' RT
RT M'WHITE AT
8'YEUO77lS9
�70•N
10'I7YPJ
e
dl RT
♦5N• n 8'lH1T
82L8.•
CONTRACTOR
FORTH Of T SHALL MANtIA TO THE RM T WE5 SET
OR UDOr D TRAFfp
FORTH M THE SBODO AND
CONTROL DEVICES AND THE 2M fWi OES•GN
STANDARDS.
m•tl RT
ID' AT M
Ai p'fTTPJ
'SEE EIM. Porrt lg,AYI SIpnJ
`Eftfl.7brf
SIGNING 6 PAVEMENT
MARKING PLAN IVFM DETAILS (TO REMAIN)
1�
1
!n/araMkn Slpn
(TO REMAIN;
1
"-s-MBLE
1
I
YELLOW
I
I
1
1
n
II
doiS
ARTYR2W ITXL
PJ
o
ym \ �EKIII. Swmw Prexrve S.I. Parf Sip.
vmiiomm�mmm, �mimmm
WALTON RD
SPACES
'6 b e b\
pv�cr ,
I e
•\tea'\ � � /�-\ s
n �
......................
1
PT a STANDARD Pyy�tkr'IAG'SPKES a fi'WM17E'fryP•1 e e. - `
�N5•ANGI£1 RTPJ
FB..,
CO.NAETE WHEEL STOP (71'PJ
DETAILS
7 ?I
e,
C
1
PARK/NO SPACE l/'PpAL
I I Ti n
PAY ITEM
NUMBER
DESCRIPTION
QUANTITY
UNIT
100-20-11
700-20-N0
DlE POST SIGN IM) (LESS THAN 12 SF)
SINGLE POST SIGN fRELOCATE)
6
2
AS
AS
710-11-111
PAINTED PAVEMENT WARNINGS 'SrC.I 'WHITE) (SQL IDI (6'1
0.272
NY
7I0-II-122
PAINTED PAVEMENT MARKINGS (STD.) IMITEI (SOLID) ) IS-)
16
LF
7I0-lI-IEI
PAINTED PAVEMENT MARKINGS 1510.) 'WHITE) (50L10) (18')
Ill
LF
7I0-lI-I2S
PAINTED PAVEYEM MARKINGS I5TO.) !WHITE) (SOLID) (24')
16
LF
710-l1-160
PAINTED PAVEMENT MARKINGS l5TD.) 'WHITE) !MESSAGE)
4
EA
710-11-170
PAINTED PAVEYEM MARAING5 f5T0.1 !WHITE) (ARROWS!
9
EA
710-11-211
PAINTED PAVEYEM MARKINGS (STD.; (YELLOIYI (SOLIDI (6•I
0.016
NY
P0-ll-YP2
PA INrED PAVEYEM MARK INGS (Sr0.1 !YELLOW) (SOLIDI f8 I
96
LF
TAO-II-22K
PAINrED PAVEYEM YARR INGS (STD.J !YELLOW) (SOLlO) 'IB'1
B
LF
PAINTED PAVEYEM MARKINGS (5T0.1 (BLUE! (SOLID) I6.)
P6B
LF
BY DATE r�Hmerican CITY OF PORT ST.LUCIE..wn.,.WmnK..�..>s�..n«n..:A,>o.er,mr,...o zuf,P•za•
DESIGNED (bV 9/N/p2 S��rCnTT nr1eA a f2f S.W. PORT ST. LUCIE BLVD. SHEET AG.
PORT ST. LUCIE, FL 51984 SIGNQVG & PAVEMENT
pIAWN CAI 9/2f/POl2 :iiii • I du I u NIA WGMTY
° nS 'I ...... ..... =reI MARKING PLAN UJ
CHECKED ELL p/,/ME e. _ _ _ IV/A $T. LUCIE 13
54-
L��
x
C ETE WHEEL STOPS p
PLANTED BIDE CENTERED
BETWEEN STRIPES
UNNERS,U SYMML OF M`155IBRIT'
WHITE PAVEMENT MARKM
SHALL BE 52'WIDE 3 60' TALL
AKIE
T6'WHITE
NI Lmlere I' Serlm C
2' Rml1 l' Bereer
I' Serfm C Lmam
TO
BOYgr
WNIe Lv- — Berger
mfNn
WNIe Botlpravtl
mdY [mml ob Blreer
5B
•
"`'"'•�
59
60
8
�7
IS
8
e'
�—
1p
S'
FlNE
p 5750 MA% �
Nllellara I' Sarlm C
I' Rmll
I' Serf. C Lq—
LmarN
PARKING BY
la•
MI. BLPrNNLI
olsaBLEo
E
—
Bw LaM atl eperreer
PERMIT
ONLr
�
IS
I^ 12• �I
L
ACCESSIBLE PARKING DETAILS
IOT TO SCALE I
CITY OF PORT ST. LUCIE
121 S.W. PORT ST. LUCIE BLVD.
PORT ST. LUCIE, FL 94980
RrAO OvxTr
N/A ST. LOCIE
SIGNING & PAVEMENT SHEEr
MARKING PLAN M r4
�~ r
1 \1
1
1
PLANT LEGEND
DAHODN !gltY lDH)
'
EXISTING FINE ITS REMAINI
11 ____—__ II
/ �
• W/RfGRABS AWI
• SAND RA55 fSCI
\�
rBB) BS t1 GOD
n • BUTTONBUSNBUS CL
® COREOPSIS LEAVENWORTIVILCU
o \
® SPREADER SWAT£
�t
50 51 52 53 4
55
Q LOYSi. �� .O
E+IM. 6' Sonllery Grwtry Yaln /
fTO R£MAMI
9
T .
•
5C f
/
y
65 y
__ __
l
T ,:tB
I
q
FM r,
WO CL BB DN
I : I
t50 10 10 t6
20
3
-
- NOYES.
I. ALL PLANTS AND TREES ARE TO BE PLANTED AND PROTECTED PER STANDARD INDEX 511•
2• TREE 5PECIES SHALL BE A MINIMUM OF TWELVE (12) FEET IN HEIGM AND HAVE
A CALIPER OF TWO AND ONE-HALF (2.5) INCHES AT FOUR AND ONE-HALF (1.5) FEET
`
E.I.I. Y'Wm.I Y.In
ABOVE THE GROUND WHEN INSTALLED. BEIGM SHALL BE DETERMINED BY THE AVERAGE
I
fT0 REMAIN!
-0 RE'Sll Farce Yaln
`
END OF ALL BRANCHES NOT THE TALLEST BRANCH.
J. PLANT MATERIALS USED TO MEET THE REQUIREMENTS OF THIS CODE CONFORM TO
!TO flEYMNI
SHALL
THE STANDARDS OF FLORIDA NO. I OR BETTER AS GIVEN IN THE MOST RECENT EDITION
DEPARTMENT OF 'GRADES AND STANDARDS FOR NURSERY PLANTS°. FLORIDA DEPAYENT OF AGRICULTURE
S
j AND CONSUMER SERVICES. OR STANDARDS EQUAL THERETO.
I
PAY ITEM PAY SIZE SYMBOL BOTANICAL NAME COMMON NAME INSTALLED YAIMANENACE
1 . NUMBER SIZE SIZE
SPACING REMARKS QUANTITY
1
LE.AT
F
REVISIONS.
DfSCgIPTq
DESgNEO
RY.
MI
DATE
9/!1/Y02
��American
��� c.n.0 t nB E...... o F orle., UC
1Cl 21 S.W.PORT 3 T. L UCIE
1YT S.WPORT 3T. LUCRE BLVD.
® PORT ST. LUCRE; FL OI BBI
81v.LAo<•dBliP®rm stem P.LNX ®tf•Tmvrm>sR nowYXA®vts
yALLr P•>fl'
SHEET W.
LANDSCAPE
PLAN Ui
DRAA'x
cHECXED
au
ECL
ro141a.
LWNLY
N/A ST. LUCRE
14
••:n�°eb a: is �ii'.1 ne...o
580-I-I
SBo-I-ISPMTlNA/tMEfl/SANDCORlgRASSB'Nl2'Wr!B'Mr21Yyr2'GRASS5B0-I-IBBCEPNAW/IMISOOCIfKNTALIS8IRQ49/SM21'Mrf1'sTY'MTYTSMALLTREESW-I-ICL[1R£D^5151£AVEN4YTN1lTICRSEED'N+12'EOr21sprNi'-EI'PERENNIALBPO58D-I-YIMGEDHILEYCASSINEDAHOONNOLIYHI'MrT2'syr%syrl5'Yfgl/YTREEl6
SMALL
AR/STIDA STRA"iA VM BLYR6HIANA
W/REGNASS
B'M.T Iz' r
RI'AIr P/' I
Y'
GRASS
I50
6' STEEL PIPE COL Q. POST COLUMN
SEE LOCK PIN
FILLED WITH GROUT I6-0•
STRAP DETAIL
' `�b
S/6• A36 STEEL ROD W/
NUT b WASHER TYP. EA
' STEEL PIPE
I
_
SIDE THREAD ROD 0 LEG -
`�
THRU POST TYP. 4
i
3/4' HOLE T RRECEIVE'
4• LONG PIPE SIEEV
STEEL PIPE
S/B' STEEL PIN
NOTES:
GRADE
L ALL STEEL TO BE HOT DIPPED GALVANIZED,
1I/2- X 70' X 1/ 4' 6•
(' b
i M
SCN 40 PIPE.
STEEL STRAP
.: 44--yyjj 3' STEEL PIN
2. 1/6' FILLET WELD CONT. WIRE BRUSH TO REMOVE
SLAG RESIDUE, WELD SPATTER. ETC. CIFAN WITH
A PHOSPHORIC ACID BASE COMPOUND IF SURFACE
/B' STEEL PIN WITH 7/16' HOLE
FOR PADLOCK. WELDED TO RIGHT GATE
6
'•
ONE EACH SIDE)
15 OILY. APPLY Z.R.C. COMPOUND ENSURING AN
P STEEL PIP
1.•
L. !•
�('•
OVER OF AT LEAST TWO INCHES ON EITHER
SIDE OF WELDED SEAM.
- _ --
76'-0•
LEFT GATE
e -
16•-0'
p/GHT GATE
'•
' 6' x T-6' CIA CONCRETE
( K. (3,000 PSI)
3. COMPLY WITH STRUCTURAL WELDING CODE LATEST
EDITION.
JS•
4. ALL PIPE DIMENSIONS NOMINAL EXCEPT WHERE
T6
NOTED OTHERWISE.
S.FOR ALL GATE SURFACES. USE TNEMEC PRIMER AND
PAINT LEMON YELLOW/ SAFETY (02SF) - OR APPROVED
LOCK PIN & STRAP DETAIL (PLAN)
LEFT SWING GATE DETAIL
EQUAL
(MIRROR DETAIL FOR RIGHT SIDE)
6. SUBMIT SHOP DRAWING FOR APPROVAL
N.T.S.
N.T.S.
]. ALL MATERIALS AND HARDWARE NECESSARY TO CONSTRUCT
A FULL SWING GATE ASSEMBLY (LEFT AND RIGHT) AT EACH
LOCATION SHOWN IN THESE PLANS SHALL BE PAID FOR
UNDER THE STEEL SWING GATE, PER AS., PAY ITEM. NO
SEPARATE PAYMENT WILL BE MADE FOR OTHER SPECIFIC
MATERIALS.
•U BIKE RACK (TYP.I
BIKE PAD DETAIL
N.T.S.
INVERTED "U" BIKE RACK DETAIL
N.T.S.
CITV OF PORT ST. LUCIE
121 S. W. PORT ST. LUCIE BLVD.
PORT ST. LUCIE. FL 3084
O.D. TUBING
-%' ANCHOR ROD
CONCRETE (3.000 PSI)
NATIVE SOIL
NOTES:
L ALL MATERIALS INCLUDING INVERTED •U•
BIKE RACKS, ANCHOR RODS AND ALL
HARDWARE NECESSARY TO CONSTRUCT
BIKE RACKS SHALL BE INCLUDED IN THE
COST OF THE INVERTED •L• BIKE RACKS
AND PAID FOR UNDER THE BICYCLE RACK,
PER EA. PAY REM. NO SEPARATE PAYMENT
SHALL BE MADE FOR OTHER SPECIFIC
MATERIALS EXCEPT AS NOTED.
Z CONCRETE PAD AND RACK FOUNDATIONS
SHALL BE PAID FOR UNDER THE CONCRETE
SIDEWALK, a THICK, PER SY., PAY REM.
SITE DETAILS U)
I6
CONCRETE PAVEMENT JOINTS PER INDEX
6'
Ir srAaiuzATioN (LBa 40) (COMPACTED TO 9 % OF
MODIFIED PROCTOR MAXIMUM
DRY DENSITY)
TYPICAL PAVEMENT SECTION
N.T.S.
CONCRETE PAVEMENT JOINTS PER INDEX 205
-6- CONCRETE
VARIES (6. TYP.)
2*
CO3,000 PSI)
NCRETE
RADE (COMPACTED TO % OF
. . . . . MODIFIED "QTDR
MAXIMUM DRY DENSITY)
FIBER MESH
PRE -MOWED EXPANSION
JOINT MATERIAL
TYPE 'A' - 4'-0' CENTER TO CENTER ON NEW TYPE 'r WHERE NEW SIDEWALK ABUTS
SIDEWALK AND AT CURVES. CUT NEW BIKE RACK CONCRETE PAD,
TRANSVERSELY ACROSS WIDTH OF NEW BUILDING RAMPS, AND AT
SIDEWALK. THE JUNCTION OF EXISTING AND
NEW SIDEWALK.
NOTE,
ANY FILL MATERIAL NEEDED TO RAISE ANY PORTION OF THE PROPOSED
SIDEWALK AREAS SHOULD BE PLACED IN UNIFORM LAYERS NOT EXCEEDING
6 INCHES LOOSE THICKNESS WITH EACH LAYER BEING COMPACTED
SIMILARLY.
SIDEWALK CONSTRUCTION
Mr.S.
LONG PRE -CAST CONC. WHEEL STOP
CONCRETE (3,000 PSI) CtfAMFER—
I F: F-4 A
N
�
COMPACTED SUBGRADE
(COMPACTED TO 9 OF
MODIFIED P
PROCTOR
MAXIMUM DRY DENSITY)
NOTE.
STABILIZATION
CENTER OF WHEEL STOP WILL BE LOCATED
A MINIMUM 15 INCHES FROM THE EDGE OF
1 04 BARS 0 12 FROM
EACH END, TOP OF BAR TO BE
STABILIZATION
PAVEMENT ON NEAREST EDGE.
FLUSH AT TOP OF WHEEL STOP.
SIDEWALK/CONCRETE SECTION
PRE -CAST
CONC. WHEEL STOP
N.T.S.
N.T.S.
REVls rants
PESCRIPT
BY
DATE
A n
CITY OF PORT ST. LUCIE
12 S.W. PORT ST. LUCIE BLVD.
ff—A
ws
PORT ST. LUCIE, FL 34084
S= DETAILS (2)
ERR
N' F
17
TA TIUCIE
j Hand,
3-C10�
S.S. Screw
(Typ• each
C Post`
11
• ___,___�_____-
fl Pastul
v
l fir' I K' •� to
2 xB- SP Bench Seat
•' r- -,with Y' Gaps
CIO x 2Vj' S.S. Strew ' x 2'x6- SP De[king
fTYP• each Int. Past) with '/ Gaps
19'-4K6 Begin Boardwalk to Out of Post
IC
0 ,
---
I
i
I
o
a
Symmetrical about \ "
tlof Boardwalk 1 a
...........................................'.....................................:
I
°
•'
o
h
F
M
I
Sx8'x17 Splice
Connector
-all Splice 7r6• SP Top Ralling-.----.
2r6' SP Rallfn9 Cap
Min. Max. 1'-7th" 2 Boardwalk Sans dp 9'-0° = 111,
% LA
o�6' B Timber 2-xB'x1T Splice
Support Post Connector
Post) IrYPJ 3l BYIOS$' 7.8' Joists
He Balt (TYF.)
• i 7rB'riz 2'x6•x4'-Iy .
SxB'Joists i • • •• Splice Connector Intermediate ,all
I 010r2W Wood Support Post
• i Screws (ryp.)
3'xIO' Caps
1^ Br10$' 'n ITYP.)
Hex Bolts ==_
(TYP.)
3•x10' Cap -=
_
I
r
L
11'-3'
Out to
Out of Posts
SECTION D-O
PLAN VIEW
CITY OF PORT ST. LUCIE
121 S. W. PORT ST. LUCIE BLVD.
PORT ST. LUCIE, FL 34.84
AJ
( Post
2- 6-
SP Railing Cap
2-W SP Top Railing
I10x2W S.S. Screw
through end of
SP Top Railing
I
Cut SP Top
Railing to
flt under SP
iRaling
Cap
Sx6' SP
Bottom Railing
ClOx2%' S.S. Screw
through end of
SP Bottom Railing
qI
SECTION
B-B
7x6'x4'-10W End
CIOr2i$' S.S. Screw Ralf Support Post
through SP flailing Cap
Into SP Top Railing
C10r2W S.S. Screw i
through SP Top Ralling i
into Support Post
II
C10x2W S.S. Screw
through SP Bottom Railing
Into Support Post
_� •i. m t
• Iq e
(ryp•1 c
yL
SECTION C-C
NOTES.
1. CIOY3' wood screws are typical along all railing and connect
through the SP Top Railing into the SP Railing Cap.
2. All screws are 010 r 2W unless otherwise noted.
3. Contractor has option of using 2-7x)0'to replace each 3'x1D'
cap. See connecting screw layout shown in the Alternate Cap
Oetall an sheet 3 of 3 far more Information.
4. Far Section A -A, see Sheet No. 18.
OWERVIATION DECK (I OF 4)
2'x6' SP Railing Cap
"—_, f IOr3' Woad S[fews
1' T-3' 7' h6• SP Railing Cap _ Make Flush
' Based on 6- 0 Past
x'lOx2K' S.S. Strew .z 1'"-�
B-0
SrC SP Tap Railing (Control Ofinenslon) 7r6' SP Railing Cap MIOY3' Woad Screw
h7r3-ISg y Sr6' SP Top Railing
Railing Picket -"'_'"--------"---__7x6' SP Tap Railing
I b' B-"------ P B Support Past
2.2- SP Railing Picket N Support Post
712',Y-2W #10r2W I._ I of ry I 2Y6' SP
11$' 2-ow 1'-Ily I Baitam Railln
Railing Picket ----- SS_Sc_rew_' I 2 6' SP Bottom Railing 9
---- -- 2x6' SP Bottom Railing 'n--------- _ :. = N10x4' Wood
ha' Joists (Typ•) 2'r6' I SY6' SP Deckln-"-- _
h r Sr6• SP Bottom Railing xB•rl - Splice Connector g _ Strews
a Decking 7 '
N1
`
- � In
• —~ 71IP Caps
-----""" , I I �' Br10'h' Her O
a^ 0 Toe Nall 1 I BOIL Assembly `
q 2-sImblies' per
Pooit 718' Mst Splice Connector 11012E
Assemblies Per Post 3/10Ca
(TypJ •'' P Wood Strews
G.
B Support Post
_ SECTION THROUGH HANDRAIL
4 AT SUPPORT POST
NOTES: 9
J. Specifications: Designed In with the 2010 AASMO LRFD Bridge Design
(LRFD) and 1009 IAFO Guide Spec. for the Design o1 Pedestrian
09 LRFD G
4
BSpecificridges
Bridges (AASMO OPBf.
SP Rolling Cap 7h'
to
2. Lumber sizes shown are nominal sizes. Lumber shall be furnished In sizes meeting
d10YP S.S.
the requirements of the American Softwood Lumber Standard, PS20-94. Lumber grade
I
Screws (TypJ
TYPICAL SECTION
shall be Visually Graded No. 1, In accordance with Standard Specification 952.
3. Design Loading:
11
SP Top Railing
THROUGH BOARDWALK
Pedestrian LL: 90 p11 (Section 3.1 AASHTO DPB) s
11
Rail and Post LL• 200 lb + 50 ➢if (Section 13.8.2 LRFD)
G II
SYB'r3'-4'
Timber DL: 343 PC((055 Specific Gravity -Section 8.4.1.1A LRFD)
M I�
Timber
4. All lumber (Timber 6 Past) shall be treated In accordance with FOOT Standard 3
Specification 955. All posts shall receive treatment as required for piling. All
II
SP Bottom Railing
structural timber shall be treated for a non -salt (or non -brackish) environment, unless rQ
h 11
• See Note 3 an Sheet No. 16.
specified otherwise. R
SP Decking
•• Bracing required when H > 61-W.
5. The Contractor shall use bolts or screws, as shown, for assembly a1 the boardwalk.
••• Measured from the bottom of any
All bolt assemblies shall have washers under both the bolt head and nuts. Screws
Splice Connector
unsuitable material (muck, etc.) as
shall be countersunk and Installed In holes drilled with a countersunk drill b/t. Malls
Joist
®
determined by the Geotechnlcal Engineer.
may only be used for pre -assembly as shown. All fasteners shall be ASTM A-307.
All bolts, nuts, washers, screws and nails shall be galvanized In accordance with S
•3•xIP Cap
ASTM A-153. All steel plates shall be galvanized In accordance with ASTM A123.
6. Cost for lumber hardware, post installation, and all Incidental items necessary for
the timber Daard-alk shall be Included In unit cast far Pay Item 470-1, Treated Timber
SECTION THROUGH HANDRAIL
Structural. Cast for rebar and concrete abutment shall be Included with unit cast
AT BEGIN BOARDWALK
for Pay Item 522-A, Concrete Sidewalk or when applicable 400-B-11, Gravity Wall.
7. Posts shall be set by pushinglimpacting or excavating a 12' B hole. 1f set by
pushingllmpacting, the Post tip shall be Installed to the depth shown In the Installation
table. If set by excavation, the Post shall be centered In the hole and to the depth
'
shown In the installation table. The hale shall be backfilled and compacted with
suitable material In accordance with Specification 125-9. A
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DATE
09/lB/l2
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CITYPORT ST. LUCIE
121 S..WW . PORT.ST. LUCIE BLVD.
PORT ST. LUCIE, FL 34081
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