HomeMy WebLinkAbout2014 - (#7) Commercial Marina Improvements Dec7
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LAND SURVEYORS
1717 Indian River Blvd., Suite 201
Vero Beach,' FL 32960
Phone:772-794-1213
Fax:772-794-1096
Email: Ib6905@bellsouth.net
CITY OF SEBASTIAN WORKING WATERFRONT
SECTION 06TOWNSHIP1
. 3
3
SOUTH.RANGE39EAST, 39 EAST
INDIAN RIVER COU
SITE DATA
OWNER/APPLICANT:
CITY OF SEBASTIAN
C/O JOSEPH GRIFFIN
1225 MAIN STREET I
SEBASTIAN, FL. 32958 i
ENGINEER:
SCHULKE, BITTLE AND STODDARD, L.L.C.
1717 INDIAN RIVER BOULEVARD SUITE 201
VERO BEACH, FLORIDA 32960
(772) 770-9622 I
SURVEYOR:
MERIDIAN LAND SURVEYORS, INC LB #6905
1717 INDIAN RIVER BOULEVARD SUITE 201
VERO BEACH, FLORIDA 32960
(772) 794-1213
ARCHITECT:
1
C.E. BLOCK ARCHITECT
2655 49TH STREET, UNIT 8
VERO BEACH, FLORIDA 32967
(772) 569-3799 1
SITE LOCATION:
1532 & 1540 INDIAN RIVER DRIVE
SEBASTIAN, FLORIDA 32958
TAX I. D. #:
31-39-06-00000-0010-00002.0
'ZONING:
CWR- COMMERCIAL WATERFRONT
RESIDENTIAL
EXISTING LAND USE:
CW- COMMERCIAL WATERFRONT
FUTURE LAND USE:
RMU - RIVERFRONT MIXED USE
SOIL TYPE:
IMMOKALEE FINE SAND, POMELLO
SAND & ST. LUCIE SAND
PROPOSED USE:
1. ACCESSIBLE/ PROTECTED ACCESS
PIER, FOR PUBLIC USE.
2. RELOCATE AQUA -CULTURE
ACTIVITIES
GROSS AREA:
. 0.61 ACRES
NTY, FLORIDA
DRAWING INDEX GENER,IL NOTES
SHEET DESCRIPTION
- COVER
CIVIL PLANS
C-100 SITE PLAN
C-101 SITE DETAILS
C-102 SITE DETAILS
C-103 SUBMERGED LEASE AREAS
ARCHITECTURAL PLANS
A-1 FLOOR PLAN
A-2 DEMOLITION PLAN
A-3 ELECTRICAL, PLUMBING AND FIRE PROTECTION PLAN
A-4 ELEVATIONS
A-5 ELEVATIONS
A-6 BUILDING SECTION
A-7 BUILDING SECTION
A-8 DETAILS
A-9 DETAILS
STRUCTURAL PLANS
S1.0 STRUCTURAL SPECIFICATIONS
S1.1 COMPONENT AND CLADDING DESIGN WIND PRESSURES
S2.1 FLOOR FRAMING PLAN
S2.2 FLOOR PLAN
S2.3 ROOF FRAMING PLAN
S3.1 CROSS SECTIONS
S3.2 CROSS SECTIONS
S3.3 CROSS SECTIONS
SURVEY
1 OF 1 SURVEY
LEGAL
DESCRIPTION
LEGAL DESCRIPTION (UPLAND PARCEL)
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY,
LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (PROPOSED)
FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, AND BEING
OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN
MORE PARTICULARLY DESCRIBED AS FOLLOWS: i
RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE RUN
COMMENCING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF A PARCEL OF LAND AS
S25°39'00-E, (BASIS OF BEARINGS) A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP STAMPED LB
DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND THE
4644 AT THE SOUTH LINE OF MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS
EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, RUN S25"39'00"E, A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP
OF INDIAN RIVER COUNTY, FLORIDA; THENCE S88°17'26"E ALONG THE SAID SOUTH LINE OF
STAMPED LB 4644 AT THE SOUTH LINE OF MIDDLETONS SUBDIVISION PER PLAT BOOK 2, PAGE 56 PUBLIC RECORDS OF
MIDDELTON'S SUDIVISION 120.18 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE
INDIAN RIVER COUNTY, FLORIDA; THENCE RUN S88°17'26"E (BASIS OF BEARINGS) ALONG THE SAID SOUTH LINE OF
ALONG THE SAID MEAN HIGH WATER LINE THE FOLLOWING CALLS; THENCE N08°39'49"W, 22.12 FEET;
MIDDLETONS SUDIVISION, A DISTANCE OF 116.14 FEET; THENCE RUN N07°50'15"E, A DISTANCE OF 32.54 FEET; THENCE RUN
THENCE N09°03'01"W, 22.40 FEET; THENCE NO2°39'19"W, 22.82 FEET; THENCE N04°35'57"W, 22.64 FEET;
N13°56'13"W, A DISTANCEOF 15.89 FEET; THENCE RUN NO2°14'55"E, A DISTANCE OF 42.86 FEET; THENCE RUN N21"54'42"E, A
THENCE N01°22'37"W, 25.61 FEET; THENCE N25°15'42"W, 19.25 FEET; THENCE N43°49'16"W, 13.99 FEET;
DISTANCE OF 14.69 FEETTO THE POINT OF BEGINNING;
THENCE N44°13'09"W, 20.01 FEET; THENCE N52°42'12"W, 17.68 FEET; THENCE N43°36'13"W, 12.41 FEET
THENCE RUN S67°55'22"W, A DISTANCE OF 8.66 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE
TO A POINT ON THE NORTH LINE OF A PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 564,
SAID MEAN HIGH WATER LINE RUN N01°22'37"W, A DISTANCE OF 14.02 FEET; THENCE LEAVING SAID MEAN HIGH WATER LINE,
PAGE 596; THENCE DEPARTING SAID MEAN HIGH WATER LINE, RUN S79°29'04"W ALONG SAID NORTH
RUN N71°51'12"E, A DISTANCE OF 2.25 FEET; THENCE RUN N 69°04'47"E, A DISTANCE OF 32.41 FEET; THENCE RUN N21°19'59"W,
LINE OF AFOREMENTIONED PARCEL, A DISTANCE OF 129.73' TO THE POINT OF BEGINNING.
A DISTANCE OF 22.65 FEET; THENCE RUN S68°44'53"W, A DISTANCE OF 6.47 FEET; THENCE RUN N19°48'00"W, A DISTANCE OF
SAID LANDS CONTAINING: 0.53 ACREA MORE OR LESS
27.25 FEET; THENCE RUN S68°08'12"W, A DISTANCE OF 41.31 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE
LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (EXISTING)
ALONG THE SAID MEAN MGH WATER LINE, RUN N44"06'28W, A DISTANCE OF 10.09 FEET; THENCE LEAVING SAID MEAN HIGH
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY,
WATER LINE, RUN N68°0912"E, A DISTANCE OF 50.95 FEET; THENCE RUN N21 °19'15"W, A DISTANCE OF 60.78 FEET; THENCE
FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
RUN N64'59'24"E, A DISTANCE OF 122.46 FEET; THENCE RUN N 67°37'58"E, A DISTANCE OF 31.12 FEET; THENCE RUN
COMMENCING AT A NAIL& DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL
S21°11'23"E, A DISTANCE OF 43.03 FEET; THENCE RUN S 22°06'09"E, A DISTANCE OF 47.14 FEET; THENCE RUN S23°39'34"E, A
OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN
DISTANCE OF 43.70 FEET; THENCE RUN S22°06'36"E, A DISTANCE OF 15.25 FEET; THENCE RUN S67°53'24"W, A DISTANCE OF
RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE
99.65 FEET; THENCE RUN N21 °14'28", A DISTANCE OF 10.37 FEET; THENCE RUN S67°55'22W, A DISTANCE OF 87.00 FEET TO
THE POINT OF BEGINNING. i
S25°39'00"E, 182.97 FEET TO AN IRON ROD & CAP STAMPED LB 4644 AT THE SOUTH LINE OF
SAID PARCEL CONTAINING 0.53 ACRES (23081.4 SQ. FT.) MORE OR LESS.
MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA; THENCE S88°17'26"E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIVISION 116.14 FEET
TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER THE
FOLLOWING CALLS; THENCE N07°50'15"E, 32.54 FEET; THENCE N13°56'13"W, 15.89 FEET; THENCE
1\102°14'55"E, 42.86 FEET; THENCE N21°54'42"E, 14.69 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID MEAN HIGH WATER N28°31'48"W, 13.04 FEET; THENCE LEAVING SAID MEAN
HIGH WATER N69°04'47"E, 32.41 FEET; THENCE N21°19'47"W, 120.07 FEET; THENCE N°64°59'24"E,
122.46 FEET; THENCE N67°37'58"E, 31-12 FEET; THENCE S21"1123"E, 43.03 FEET; THENCE S22°06'09"E,
47.14 FEET; THENCE S23°39'34"E, 43.70 FEET; THENCE S68°41'41"W, 77.52 FEET; THENCE S25°05'08"E,
2.35 FEET; THENCE S67°53'24"W, 22.27 FEET; THENCE S24°35'54"E, 3.63 FEET; THENCE S67°55'22"W,
87.00 FEET BACK TO THE POINT OF BEGINNING.
CONTAINING 0.48 ACRES (20854.71 SQ. FT.) MORE OR LESS.
1. SUBMITTALS
A. PRODUCT DATA AND SHOP DRAWINGS
1. FOR ALL SITE WORK CONSTRUCTION, THE COITRACTOR SHALL SUBMIT PRODUCT DATA IN THE FORM OF
MANUFACTURERS' CUT SHEETS A-%'O CATALG DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENT
CLEARLY INDICATING THE SPECIFIC PART OF�RODUCT CATALOG NUMBER(S) FOR APPROVAL.
2. THE CONTRACTOR SHALL SUB'.UT SHOP DRPlINGS FOR ALL PRODUCTS, MATERIALS AND EQUIPMENT
REQUIRED TO BE FABRICATED. OR WHEN STk)ARD PUBLISHED PRODUCT DATA IS NOT SUITABLE FOR USE.
3. SUBMIT 6 COPIES OF REQUESTED INFORMADN, NEATLY BOUND AND INDEXED PER CATEGORY FOR THE
FOLLOWING: i
A. UTILITIES:
ALL PIPE, FITTINGS, VALVES, OTHER MCELLANEOUS APPURTENANCES, CONTROLS, PUMP
STATION EQUIPMENT, COMPONENTS AN STRUCTURES, AND ALL OTHER UTILITY SYSTEM
PRODUCTS, MATERIALS AND COMPONEFS AND SIMILAR CONTROLS.
B. DRAINAGE:
ALL PIPE, FITTINGS, AND COMPONENTS �IEREOF, STRUCTURES, FRAMES, GRATES, LIDS,
GASKETS, FASTENERS, COUPLINGS ANDIMILAR, AND ALL OTHER DRAINAGE SYSTEM PRODUCTS,
MATERIALS, AND COMPONENTS AND SIN -AR CONTROLS.
C. PAVING AND GRADING:
FOOT CERTIFICATIONS AND LAB ANALYS/RESULTS FOR PAVEMENT, BASE, SUBGRADE, AND FILL
MATERIALS. INCLUDE EVIDENCE (CERTIF,ATIONS) THAT THE MATERIALS PROPOSED TO BE USED
MEET OR EXCEED FOOT SPECIFICATIONAND THE CONTRACT DOCUMENTS.
D. SIGNING AND PAVEMENT MARKING: j
SIGN AND PAVEMENT MARKING PRODUG AND MATERIALS, AND EVIDENCE THAT THE PRODUCTS
AND MATERIALS PROPOSED TO BE USELIEET OR EXCEED REQUIREMENTS SPECIFIED IN THE
CONTRACT DOCUMENTS, LOCAL ENGINERING DEPARTMENT, MUTCO AND FDOT SPECIFICATIONS.
E. IRRIGATION:
ALL PIPE, FITTINGS, VALVES, OTHER MISELLANEOUS APPURTENANCES, CONTROLS, PUMP
STATION EQUIPMENT, COMPONENTS ANSTRUCTURES, AND ALL OTHER UTILITY SYSTEM
PRODUCTS, MATERIALS AND COMPONEtS AND SIMILAR CONTROLS, WELLS, AND/OR
OTHER IRRIGATION SOURCES. THE CONTACTOR SHALL SUBMIT AN IRRIGATION COORDINATION
DRAWING, INDICATING CONTRACTOR'S PDPOSED LOCATION OF MAIN LINES, SECONDARY LINES,
HEAD LOCATIONS, WELL, PUMP, CONTR(PANEL, SENSORS, CONTROL VALVE
AND VALVE LOCATIONS. THIS DRAWING IOULD CLEARLY DEPICT ADJUSTMENTS OR CHANGES THE
CONTRACTOR PROPOSES. THE DRAWIM SHALL INDICATE ALL PROPOSED SUBSTITUTIONS OF
SIZE, MATERIAL, AND/OR MANUFACTURE
4. ALLOW TWO WEEKS FOR THE ENGINEER TO GIPLETE REVIEW OF PRODUCT DATA AND SHOP DRAWINGS.
ENGINEER WILL NOT BE RESPONSIBLE FOR PFJECT DELAYS RELATED TO DELIVERY AND TRANSMISSION OF
THE DOCUMENTS ONCE INFORMATION HAS LEA ENGINEER'S OFFICE. ITEMS REQUIRING A LONG LEAD TIME
SHOULD BE SUBMITTED AS SOON AS POSSIBO
5. THE CONTRACTOR SHALL PROVIDE A STAMP DICATING ITS REVIEW AND APPROVAL, INITIALED OR
SIGNED,CERTIFYING TO REVIEW OF SUBMITTAVERIFICAT10N OF PRODUCTS, FIELD MEASUREMENTS AND
FIELD CONSTRUCTION CRITERIA, AND COORDATION OF THE INFORMATION WITHIN THE SUBMITTAL WITH
REQUIREMENTS OF THE WORK AND OF CONTFCT DOCUMENTS, INCLUDING PLANS AND SPECIFICATIONS OF
OTHER DESIGN PROFESSIONALS (I.E.; ARCHITGT MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERS)
B. TESTING
1. WATER: PRESSURE (MAIN AND TAPS), 13ACTE4LOGICAL, BACKFILL DENSITIES, BACKFLOW PREVENTOR
TESTS AND CERTIFICATION; AND AS PER PRCS.('TSPECIFICATIONS, LOCAL UTILITIES DEPARTMENT, AND
FDEP REQUIREMENTS. y
2. SEWER: EXFIL, TV, AND BACKFILL DENSITIES SSURF_ TEST (MAINS AND TAPS) LIFT STATION START-UP, ALL
PER PROJECT SPECIFICATIONS, COVB ANDFD, .,Ti*, ''ZEMENTS.
3. DRAINAGE: EXFIL, LAMPING (FIELD), AND BACKILL DEN'S.T IES PER PROJECT SPECIFICATIONS AND LOCAL
ENGINEERING REQUIREMENTS.
4. EARTHWORK & PAVING: DENSITIES, LBR'S AND V AS PER PROJECT SPECIFICATIONS AND LOCAL
ENGINEERING REQUIREMENTS.
5. SUBMIT ALL TEST RESULTS FOR ENGINEERIN EVIEW(LFVITHIN 3 DAYS OF TESTING. FAILURE TO PROVIDE
TEST RESULTS, OR PROVIDING FAILING TEST ESULTS WILL BE GROUNDS FOR DELAY AND/OR REJECTION OF
PAY REQUEST APPLICATIONS. j
C. AS-BUILTS I
1. GRADING: LOCATION AND ELEVATION OF ALL: 6NCRETE AND PAVEMENT (VEHICLE USE AND PEDESTRIAN
USE IMPROVEMENTS) AT HI/LOW POINTS, EDGIOF PAVEMENT, AND CENTERLINE AT 50' ON CENTER AND AT
CHANGE OF DIRECTION, GRADE BREAKS; PRO�RTY LINES (CROSS SECTIONS 50' ON CENTER); TOP OF BANK
AND T.O.E. OF SLOPE AND/OR CENTERLINE O+ALES AND RETENTION AREAS; CROSS SECTIONS 50' ON
CENTER ON STORMWATER LAKES FROM TOP 4BOTTOM; MECHANICAL PADS AND FINISHED FLOOR
ELEVATIONS; DETAILED LOCATION AND TOPOAPHY OF DRIVEWAY TURNOUTS.
2. WATER AND SEWER FORCE MAINS: LOCATIONrOP ELEVATION AND STATE PLANE COORDINATES AT ALL
FITTINGS, VALVES, CHANGES OF DIRECTION AD AT 100' ON CENTER.
3. GRAVITYSEWEr-
- SEWER STRUCTURES: DIAMETER OR SIZE, A� LOCATION AND ELEVATION OF STRUCTURES, TOP,
BOTTOMS, AND SEINER INVERTS.
- MAINS AND LATERALS: LOCATION AND INVERELEVATIONS AT CONNECTIONS, FITTINGS, AND
TERMINATION.
- LIFT STATIONS; HORIZONTAL LAYOUT /UID LCATION OF ALL EQUIPMENT, PANELS, VAULTS, WET WELL,
VALVES; LOCATION OF CONDUIT RUNS AND EATER SERVICE/ HOSE BIBB; LOCATION AND INVERT
ELEVATIONS OF GRAVITY AND FORCE MAIN:TO AND FROM LIFT STATION;
WET WELL DIAMETER, TOP AND BOTTOf.1 ELVATIONS; PUMP(S) SIZE, TYPE, DISCHARGE DIAMETER,
MANUFACTURER AND MODEL #. (
4. DRAINAGE: ALL STRUCTURES DIAMETER OR ¢E, LOCATION, AND ELEVATION OF TOP, BOTTOM, AND INVERT
ELEVATIONS. ALL PIPES, DIAMETER, TYPE/MFrRIAL, LOCATION AND INVERT ELEVATION AT CONNECTIONS,
FITTINGS, AND TERMINATION POINTS.
5. IRRIGATION: ALL LINES, SYSTEM EQUIPMENTOMPONENTS, MATERIALS INCLUDING PIPES, VALVES, FITTINGS
SPRINKLER HEADS, AND MISCELLANEOUS APIRTENANCES.
D. OPERATION AND MAINTENANCE MANUALS
1. CONTRACTOR SHALL PROVIDE THE OWNER JH OPERATION AND MAINTENANCE MANUALS FOR ALL
OPERABLE EQUIPMENT (PUMP STATIONS ANCONTROLS, AUTOMATIC CONTROL VALVES, AND OTHER
AUTOMATED EQUIPMENT; CONTROL PANELSCC.).
2. OPERATION AND MAINTENANCE MANUALS SH.L BE SUBMITTED AS A PRE -REQUISITE TO THE PROJECT BEING
DEEMED SUBSTANTIALLY COMPLETE.
E. WARRANTY
THE CONTRACTOR SHALL PROVIDE ALL WARFNTIES, CERTIFICATIONS, GUARANTIES, AND WARRANTY BOND
AS SPECIFIED IN THE CONTRACT DOCUMENTAND PERMIT CONDITIONS INCLUDING:
-UTILITY MAINTENANCE BOND - FOR ALL PUBL WATER AND SEWER UTILITIES INFRASTRUCTURE -
(25% OF CONTRACT VALUE)
-ENGINEERING MAINTENANCE BOND - FOR ALOAVING, GRADING, AND DRAINAGE IMPROVEMENTS AND
INFRASTRUCTURE (25% OF CONTRACT VALUE
4. OWNER TRAINING
THE CONTRACTOR SHALL INCLUDE 2 HOURS OWNER TRAINING (FOR EACH WATER, SEWER,
DRAINAGE, AND IRRIGATION SYSTEMS) FOR N OPERABLE EQUIPMENT AND SHALL INCLUDE THE TIME
FOR INITIAL ADJUSTMENTS OF EQUIPMENT AN TIME FOR ONE FOLLOW-UP VISIT AND ADJUSTMENTS OF
EQUIPMENT 60 DAYS AFTER END USER HAD OERATIONAL TIME WITH THE EQUIPMENT.
k
SCHULKE, BITTLE &STODDARD, L.L.C.
C/I//L & STRUCTUR,4L ENGINEERING •LAND PLANNING 17 ENV/RONMENTAL PERMITTING
CERTIFICATION OF AUTHORIZATION FNO.:I00008668
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com
c.e. bloc architect
2655 49th street, unit 8
vero beach, florida 32967
ph:(772) 569-3799 fx:(772) 567-7121
reception@ceblock.com
I
MARK REVISION DATE
ENGINEER C T IFI A I N: DATE:N0V 24 n i
JOSEPH W. SCHULKE, E. REG. No 47048
JODAH B. BITTLE, P.E.- REG. No 57396
O .WILLIAM P. STODDARD, h.D., E. REG. No 57605
\ / / BOAT SLIP
\ / 6 J.
2300t
N ,05'°£ ♦ iN£
r; N6r52RIPA�I�
�.t
0 _6*
-
47s
78
zo
EXISTING DEPTH
TO RIVER BOTTOM
(TYP-)
=3.91
V-
0
\ •• IIV\IYILV JII\VVIVI\L ,(
1 ,� :� 1-1l2" FIRE HOSE
6. p 71 �, pro \(K`?> -'
O \ Y 1 3 J v� l TO BE RENOVATEd ` CONNECTION W!
— 6.48 4"x2-1/2"x2-1/2" FDC ROPE FENCE tiG+,p`? Y O, t 5 4 �6 2 1/2" FIRE ✓`: ' A BRASS CAP
=733 (SEE DETAIL Yp s y3 1-112' FIRE
6. 48, �c EL. Cam...:= MAIN *� 69' COORDINATE
THIS SHEET) 4 3' " NEW RAILING/ GATES �- 9•, S MAIN W/ ARCH PLANS
.0. • °� r / 1 2 AT EXISTING DOCK V� ,4. \
09 5.93 G �\
1 ' �: ✓` 3 SHT. A-3
UBM GE/� S as 1 IL O ATE FDC r ON sTRucTURE \;. Wit\ D
&'2 T. "5.96 CONCRETE PAD / ��` ;, ...kk :., .,,•_ � i :F
/ -�� PROPOSED 1,518 S.F.
(THIN 75 LF � WITH BENCH 44B ! ' � ��r� `' 1-.`� .��* �. >.: /
ERSE i N n (TY , TRASH , \G_ :� .` \ " EXISTING WM AQUA -CULTURE AREA
PICAL OF 2)
�F EXISTING RECEPTACLE(TYP.)
VORTH iNE F A FHA C00 IN TO REMAIN �-0 CP
15 ee PROVIDE MANATEE �� 1.49 ` "'- �� 7
`�'6� 6 CONC. PAD FOR / y' NEW DECKING ,� "� / b1
L AS DES lBE ITH FI p MONUMENT/ART PROTECTION SIGH 99 y,
cam+ -f- 22 PIER IS t 21" LOWER <J
OF CIA L DS COORDINATE W/ • !* 6 2
DISPLAY, *" THAN WOOD DOCK
\ 1. ++ / ARCH PLANS ,* 5
�- PROVIDE 30 , .. NEW RAILING/GATES 1!2
OK 4, A�jGE 96, N5 9 SILT FENCE " 4 19 p AT EXISTING DOCK
O/� DS \ SITE A DURING RECONSTRUCTI01 s ,'" N2
IBLIC RECUSE8'31' i 3.04' 1-112" FIRE HOSE
�9 : MARINA, WORKING FISH HOUSE, AQUA CULTURE OPERATIONS, �, CONNECT CONNECTION WI
1 N 15 DRY STANDPIPE BRASS CAP
'/ PUBLIC ACCESS FOR OBSERVATION (HERRAGElCULTURAL) 326 � � ;,,. � DOMESTIC WATER
VAN I VER UN COORDINATE
' ��' UPLAND 1' sb\ FIRE SERVICE w1ARCH PLANS
LORID6 a - �, SERVICE AT BUILDING
A3 5.90 4.59 PARCEL �5, ^., *°
\� (0.53 ACRES) 9 2 (COORDINATE WITH COORDINATE] WITH SHT.A-3
:I ,� - a" FIRE ARCH PLANS SHT. A-3, ARCH. PLANS ISHT. A-3)
,� I t MAIN SEE NOTE BELOW)
\ \ >
3.2- 279
s \ a • 5.76 <` Z;`<' < •' o + PROVIDE MANATEE PROVIDE SILT FENCE AND/OR FLOATING
v ` 5.77 `1 ' N PROTECTION SIGN
` ` s �NC'CO' r GATE VALVE W/ TURBIDITY BARRIER DEPENDING UPON
-+ p �S� 3.85 WATER DEPTH AND EXISTING CONDITIONS
\ M < FX 0 VALVE BOX & DURING RECONSTRUCTION
V£ sj 6.19 `�. �� v CONC. PAD
IF5.59 ! ll_106ZO
\ z, �' �� - -
-ww,, 100 DRY STANDPIPE NOTE:
\v 6.17 CONSTRUCT FIRE STANDPIPE SYSTEM /
DOMESTIC WATER /
4.45 ma's r. i NFPA 14 CLASS II DRY STANDPIPE SYSTEMWITH {1) FIRE DEPARTMENT
6.26 I SERVICE CONNECTION AND (3) FIRE HOSE CONNECTIONS. COORDINATE WITH
• 6.32 5.25 < ' 4.72 1 2 t �� I ` ARCHITECTURAL PLANS, SHEET A-3. ALL BURIED PIPING TO BE
-999 EXISTING CONC. µr. 7 (COORDINATE WITH CPVC, ALL EXPOSED PI PI NG TO BE SCHEDULE 40 GALVANIZED AND
\ o� RUBBLE (TYP.) O �� PAINTED PIPE.
y , ¢ > 9 1z ARCH. PLANS)
1c ill
564_ GATE VALVE W/ VALVE BOX 1' 98 `n��
6.04 7-.43 AND CONCRETE PAD..12
�• d
1 RPZ 6' 2-5. 00 0 12' STUB OUT AND CAP FOR 1.29 /
ER o FUTURE CONNECTION ✓ / t HATCH LEGEND
CONNECT CONC. 5.63 --` I
\ ERVI�E, s,s5 �1.G'2
/
X. WM IDWALL \ \�+` Yam. 0.25 = EXISTING DOCKS TOE MET Rj2 0.65 _ r •�� TO REMAIN, DEGKJNG '
WITH TAPPING �, 9\\ A mN� 77 a ETO REMAIN
XISTING DOCKS
\ 4 c \ � M L, I TO BE REPLACED (NOTE: DECKING ON EXISTING
SADDLE, FIELD q�\ �` �C2 0� DOCKS TO BE REPLACED AS
\ NECESSARY)
_VERIFY DIAMETER, r y� _ _ i i s�8•t '26 57F .�,F h� �1 ♦ _
}g�� \ — — — S 8 °17.26" EXISTING DOCKS
MATERIALURoN PIPE \ \\p' —' 7 TO BE REMOVED _ PROPOSED DOCK AND
N.I.C.NICr'� " L _ _ J (AQUA CULTURE DECKING
1 \\ AD.>ACea RTY AREA)
� isc- en u n � i+ oc rocwr+rwe
NOTES:
1. PROPOSED INDIAN RIVER COUNTY PUBLIC WATER.
2. PROPOSED INDIAN RIVER COUNTY PUBLIC SEWER.
3. THE SURVEYED PROPERTY LIES IN FLOOD ZONES X, AE-6', AE-T, AND AE-8' AS SHOWN ON
FLOOD INSURANCE RATE MAP 12061C0103 H, DATED DEC 4TH 2O12.
4. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN STANDARDS AND
SPECIFICATIONS.
5. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER I.R.C. UTILITY STANDARDS AND
SPECIFICATIONS.
6. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE WANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES,' LATEST EDITION
7. PROJECT TIMELINE:
SEPTEMBER 2014 TO SEPTEMBER 2015
8. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM
(N.A.M.D.) OF 1988. THE PRIMARY BENCHMARK USED IS USC&G MONUMENT F-200 1960;
ELEVATION = 18.30' N.A.V.D. 1988.
9. ANY ABANDONED FLOW WELLS FOUND ON SITE SHALL BE PLUGGED PURSUANT TO D.O.H.
AND S.J.R REGULATIONS.
10. LOW LEVEL, LOW INTENSITY WALKWAY LIGHTING WILL BE PROVIDED THROUGHOUT THE
PROJECT, LOCATE 25' O.C., COORDINATE WITH OWNER FOR TYPEISTYLE.
11, PERMITS REQUIRED:
CITY OF SEBASTIAN SITE PLAN PERMIT
CITY OF SEBASTIAN BUILDING PERMIT
CITY OF SEBASTIAN LAND CLEARING PERMIT.
CITY OF SEBASTIAN DRAINAGE AND DE -WATERING
INDIAN RIVER COUNTY UTILITY CONSTRUCTION PERMIT
FDEP ENVIRONMENTAL RESOURCE PERMIT EXEMPTION
FDEP CONSTRUCTION DE -WATERING (NON -CONTAMINATED)
FDEP NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE
FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES
12. EACH BUILDING SHALL POST A MINIMUM 6" NUMERICAL ADDRESS.
13. IT IS NOT ANTICIPATED THAT DE -WATERING WILL BE NECESSARY FOR COMPLETION
OF THE PROJECT.
FIRE PROTECTION NOTE:
DRY STANDPIPE FIRE MAIN PIPE AND COMPONENT
SIZES SHOWN ARE ASSUMED. CONTRACTOR SHALL
DETERMINE FIRE FLOW AND PIPE AND COMPONENT
SIZE REQUIREMENTS NECESSARY FOR THE FIRE
STANDPIPE SYSTEM TO MEET FBC AND NFPA
REQUIREMENTS. THE CONTRACTORS BID SHALL
REFLECT THE COST TO INSTALL THE REQUIRED
SYSTEM SIZE. NO CHANGE TO PAYMENT AMOUNTS
WILL BE APPROVED FOR REQUIRED CHANGES TO
THE SIZE / DIAMETER OF THE FIRE SYSTEM
COMPONENTS
232�
�.52�RIPARIAH 6L{H£
LINE BEARING
L 1
N 13056'13"W
L 2
N 21 °54'42"E
L 3
S 67055'22"W
L 4
N 01 02213711W
o ' "
L 6
N 21019'59"W
L 7
S 68044'53"W
L 8
N 19048'00"W
L 9
N 44006'28"W
L 10
S 22006'36"E
L 11
N 21 ° 14'28"W
SITE 'A' DATA FOR CITY OF SEBASTIAN
REQUIRED CWR PROPOSED FDEP - IMPERVIOUS AREA CALCULATIONS - EAST OF M.H.W.L.
MIN. LOT SIZE 10,000 SF 26,649 SF EXISTING
MIN. LOT WIDTH 80, 120.18' SF AC %
MIN. YARD SETBACKS: TOTAL SUBMERGED LEASE AREA: 20,854 S.F. 0.48 AC 100.00%
FRONT(WEST) NONE -
SIDE (NORTH) 5' _ IMPERVIOUS AREA:
SIDE (SOUTH) 5' - DECKS/FRAMED STRUCTURE: 6,664 S.F. 0.15 AC 31.25%
REAR (EAST) 10, -
MAX. BLDG. HEIGHT
25'
25'
MAX. LOT COVERAGE BY SLOGS
30% (MAX)
0.01 %
MIN. OPEN SPACE
25% (MIN)
65.60%
MAX. IMPERVIOUS AREA
80% (MAX)
34.40%
DEVELOPMENT SUMMARY - CITY OF SEBASTIAN - AREA CALCULATIONS
EXISTING
PROPOSED
SF AC
%
SF
AC
%
TOTAL DEVELOPMENT AREA:
26,649 S.F. 0.61 AC
100.00%
26,649 S.F.
0.61 AC
100.00%
IMPERVIOUS AREA:
9,168 S.F. 0.21 AC
34.40%
9,708 S.F.
0.22 AC
36.07%
BUILDINGS:
51 S.F. -
51 S.F.
-
GRAVEL:
6,541 S.F. 0.15 AC
6,541 S.F.
0.15 AC
CONCRETE:
1, 214 S.F. 0.03 AC
1,250 S.F.
0.03 AC
DECKS
1,362 S.F. 0.03 AC
1,866 S.F.
0.04 AC
PERVIOUS AREA:
17,481 S.F. 0.41 AC
65.60%
16,941 S.F.
0.39 AC
63.93%
NORTH
GRAPHIC SCALE
1< m w
( IN FEET )
I inch = 20 ft.
P.T. WOOD POST W!
BEVELED TOP & BASE
3.5" DIA. OPENING W/
PLASTIC SLEEVE
BRUSH FINISH
4. .°
TYPE 1 PORTLAND CEMENT CONCRETE
COMPRESSIVE STRENGTH. AT 28 DAYS
OF AT LEAST 4,000 PSI °
STABILIZED SUB -GRADE COMPACTED _. I(=I I I=I I I. I I=III=I I I=III=
TO 98% MODIFIED PROCTOR MAX. DRY DENSITY 1—I I I —I I I —I I I —I 11—I I I-1 11—I 1 I -
PER AASHTO T-180, MINIMUM LBR 40
�=1 I I=Ti—I � 1=� � I —I � I=� � 1=1►1=
DEPTH OF MATERIAL PER SCHEDULE BELOW
SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS.
eo
TYPICAL CONCRETE PAVING SECTION
N.T.S.
REGULAR DUTY CONCRETE
TYPE 1 PORTLAND CEMENT CONCRETE
4-112" COMPRESSIVE STRENGTH AT 28 DAYS OF AT
LEAST 4,000 PSI, FIBER REINFORCED
8, STABILIZED SUB -GRADE COMPACTED TO 98%
MODIFIED PROCTOR MAX. DRY DENSITY PER
AASHTO T-180, MINIMUM LBR 40
MIXED TO A HOMOGENEOUS MATERIAL
SEE SIDEWALK DETAIL FOR ADDITIONAL
INFORMATION REGARDING EXPANSION
JOINTS AND REINFORCEMENT
3' NAUTICAL ROPE W/ SEE POST DETAIL
WEATHERPROOF
TREATMENT. ROPE TO BE 4"
HUNG NO LESS THAN 30"
FROM GRADE ( j
io
6" 6"
6"
N
SEE POST DETAIL �) in
8• _ POST DETAIL
1
IVARIES I
r
ROPE FENCE DETAIL
NOTE:
SIGNS INSTALLED WITHIN SIDEWALKS SHALL BE
SET DIRECTLY IN THE CONCRETE AND SHALL
UTILIZE A 3" DIAMETER SIGN POST PER THE
SPECIFICATIONS.
2 %s DIA. CADMIUM
PLATED STEEL BOLTS
3" DIA. GALVANIZED
STEEL POST
(STANDARD PIPE)
W/HEX NUTS
2 Ys' D IA. GALVANIZED
STEEL SLEEVE
(DOUBLE EXTRA
STRONG PIPE)
SIGN BASE WITHIN LANDSCAPED AREA
N.T.S
3' DIA. GALVANIZED
STEEL POST
(STANDARD PIPE)
6' PIPE BOLLARD
PAINTED TRAFFIC YELLOW
FILLED WITH CONCRETE M
3,500 P.S.I.
CONCRETE
LEGAL DESCRIPTION (UPLAND PARCEL) SIGN BASE
N.T.S
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY,
FLORIDA, AND BEING MORE PARTICULARLY DESCRIBEDAS FOLLOWS:
BEGINNING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 564,
PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE RUN S25'39'00"E, (BASIS
OF BEARINGS) A DISTANCE OF 182.97 FEET TO AN IRONROD & CAP STAMPED LB 4644 AT THE SOUTH LINE OF MIDDELTON'S SUBDIVISION PER PLAT BOOK 1,
PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY, ILORIDA; THENCE S88-17'26-E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIVISION 120.18 FEET
TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER LINE THE FOLLOWING CALLS; THENCE N08'39'49"W, 22.12 FEET;
THENCE N0903'01"W, 22.40 FEET; THENCE NO2°3919"W,22.82 FEET; THENCE N04'35'57W, 22.64 FEET; THENCE N01°22'37'W, 25.61 FEET; THENCE N25'15'42"W,
19.25 FEET; THENCE N43'49'16'W, 13.99 FEET; THENCE M4'13'09"W, 20.01 FEET; THENCE N52'42'12W, 17.68 FEET; THENCE N43°36'13"W, 12.41 FEET TO A POINT
ON THE NORTH LINE OF A PARCEL OF LAND DESCRIBEOIN OFFICIAL RECORDS BOOK 564, PAGE 596; THENCE DEPARTING SAID MEAN HIGH WATER LINE, RUN
S79'2904'W ALONG SAID NORTH LINE OF AFOREMENTIONED PARCEL, A DISTANCE OF 129.73' TO THE POINT OF BEGINNING.
SAID LANDS CONTAINING: 0.53 ACREA MORE OR LESS 1
LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (EXISTING)
SEE SHEET C-102 FOR GRAPHIC DEPICTION
A PARCEL CF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY,
FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING ATA NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF PARCEL
OF LAND ASDESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN
RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, THENCE
S25'39W'E,182.97 FEET TO AN IRON ROD & CAP STAMPED LB 4644 AT THE SOUTH LINE OF
MIDDELTONS SUBDIVISION PER PLAT BOOK 1, PAGE 56 PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA; THENCE S88°17'26'E ALONG THE SAID SOUTH LINE OF MIDDELTON'S SUDIVISION 116.14 FEET
TO THE MERJ HIGH WATER OF THE INDIAN RIVER; THENCE ALONG THE SAID MEAN HIGH WATER THE
FOLLOWINC CALLS; THENCE N07'50'15"E, 32.54 FEET; THENCE N13°56'13"W, 15.89 FEET; THENCE
PROPOSED NO2'14'55 E 42.86 FEET; THENCE N21°54'42"E, 14.69 FEET TO THE POINT OF BEGINNING; THENCE
SF AC % CONTINUING ALONG SAID MEAN HIGH WATER N28°31'48"W, 13.04 FEET; THENCE LEAVING SAID M
22,372 S.F. 0.51 AC 100.00% HIGH WATER N69°04'47-E, 32.41 FEET; THENCE N21°1947"W, 120.07 FEET; THENCE N°64'5924"E, ;
122.46 FEET, THENCE N67°3758"E, 31.12 FEET; THENCE S21'11'23"E, 43.03 FEET; THENCE S22' EI Z 3
7,076 S.F. 0.16 AC 31.37% 47.14 FEET; CHENCE S23'39'34"E, 43.70 FEET; THENCE S68'41'41"W, 77.52 FEET; THENCE S25' •
2.35 FEET; THENCE S67°5324"W, 22.27 FEET; THENCE S24'35'54'E, 3.63 FEET; THENCE S67'55'Wv_
TOTALS
EXISTING
PROPOSED
TOTAL
SF OVER WATER
6,664 SF
7.076 SF `
7,076 SF'
# OF WET SLIPS - PERM.
13
0
13
# OF WET SLIPS - TEMP.
0
0
0
87.00 FEET BOCK TO THE POINT OF BEGINNING.
CONTAININGO.48 ACRES (20854.71 SQ. FT.) MORE OR LESS. City ®f SSI!jastlan dim
LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (PROPOSED)
SEE SHEET G102 FOR GRAPHIC DEPICTION
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, AND
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
' EXISTING:
6,664 SF
ADD
5 SF
COMMENCING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF A PARCEL OF LAND AS
REMOVVEE
-1, 5 SF
DESCRIBEDIN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND THE
ADD PIER::
+ 34 SF
EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, RUN S25'39'00"E, A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP
TOTAL:
7,007676 SF
STAMPED LB 4644 AT THE SOUTH LINE OF MIDDLETONS SUBDIVISION PER PLAT BOOK 2, PAGE 56 PUBLIC RECORDS OF
INDIAN RIVER COUNTY, FLORIDA; THENCE RUN S88'1726'E (BASIS OF BEARINGS) ALONG THE SAID SOUTH LINE OF
MIDDLETONS SUDIVISION, A DISTANCE OF 116.14 FEET; THENCE RUN N07'50'15"E, A DISTANCE OF 32.54 FEET; THENCE RUN
DREDGE QUANTITY
N13'5613"W, A DISTANCE OF 15.89 FEET; THENCE RUN NO2°14'55'E, A DISTANCE OF 42.86 FEET; THENCE RUN N21'54'42"E, A
11 PILES x 0.35 SF (8' DIA.) x 5' MIN. EMBED DEPTH / 27 =
DISTANCE OF 14.69 FEET TO THE POINT OF BEGINNING;
0.71 CY OF
DREDGE MATERIAL
THENCE RUN S675522"W A DISTANCE OF 8 66 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER' THENCE ALONG
DRAWING INDEX
- COVER
C-100
SITE PLAN
C-101
SITE DETAILS
C-102
SITE DETAILS
C-103
SUBMERGED LEASE AREAS
-
AERIAL
THE SAID MEAN HIGH WATER LINE RUN N01'22'37"W, A DISTANCE OF 14.02 FEET; THENCE LEAVING SAID MEAN HIGH WATER
LINE, RUN N71°51'12"E, A DISTANCE OF 2.25 FEET; THENCE RUN N 69'04'47"E, A DISTANCE OF 32.41 FEET; THENCE RUN
N21-1959"W, A DISTANCE OF 22.65 FEET, THENCE RUN S68'44'53"W, A DISTANCE OF 6.47 FEET; THENCE RUN N19'48'00"W, A
DISTANCE OF 2725 FEET; THENCE RUN S68'08'12"W, A DISTANCE OF 41.31 FEET TO THE MEAN HIGH WATER OF THE INDIAN
RIVER; THENCE ALONG THE SAID MEAN HIGH WATER LINE, RUN N44'06'28'W, A DISTANCE OF 10.09 FEET; THENCE LEAVING
SAID MEAN HIGH WATER LINE, RUN N68°08'12-E, A DISTANCE OF 50.95 FEET; THENCE RUN N21'19'15"W, A DISTANCE OF
60.78 FEET; THENCE RUN N64°59'24"E, A DISTANCE OF 122.46 FEET; THENCE RUN N 67°3758"E, A DISTANCE OF 31.12 FEET;
THENCE RUN S21°11'23"E, A DISTANCE OF 43.03 FEET; THENCE RUNS 22'06'09"E, A DISTANCE OF 47.14 FEET; THENCE RUN
S23°3934"E, A DISTANCE OF 43.70 FEET; THENCE RUN S22'06'36"E, A DISTANCE OF 15.25 FEET; THENCE RUN S67°53'24"W, A
DISTANCE OF 99.65 FEET; THENCE RUN N21'14'28"W, A DISTANCE OF 10.37 FEET; THENCE RUN S67'5522'W, A DISTANCE OF
87.00 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 0.53 ACRES (23081.4 SO. FT.) MORE OR LESS.
0 0
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Li-
JOSEPH W.
REG.
❑ JO B 1
FL EG 1
❑ IV
FL R h
ATE:
V12t4 Ote
SH
C— oo
PROJECT NO.
14-032
i
STRUCTURAL
D-1
DESIGN CRITERIA
CODES: FLORIDA BUILDING CODE, 2010 BUILDING
RC-8
MAXIMUM WATER TO CEMENT RATIO WHEN NO 13ACK-UP DATA IS AVAILABLE:
WT-11 WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED
a) 5000 PSI, 28 DAY COMPRESSIVE STRENGTH: W/C RATIO 0.40 MAXIMUM
TO, THE FOLLOWING INFORMATION:
D-2
DESIGN SUPERIMPOSED DEAD LOADS:
(NON -AIR ENTRAINED). 0.35 MAXIMUM (AIR ENTRAINED)
a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING
ROOF 20 PSF
RC-9
FLYASH, WHEN USED, SHALL BE UNITED THE
OF THE WOOD TRUSSES.
b) ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND
2x2 PT PICKET FASTENED AT
CEMENTTHOUS MATERIAL DO NOT USE FORR EXPPOSEEDD SLABS
CONVENTIONAL FRAMING MUST BE CONSIDERED.
TOP AND BOTTOM W/ (1)
DESIGN LIVE LOADS:
c) ADJUSTMENTS TO ALLOWABLE VALUES (DURATION OF LOAD FACTORS, ETC.
#1OX3" SS WOOD SCREWS
FLOOR - FISH HOUSE (MANUFACTURING LIGHT) 125 PSF UNIFORM
d) REACTIVE FORCES AND THEIR LOCATIONS.
2,000 LBS CONCENTRATED
RC-10
SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL
a BEARING TYPE AND MINIMUM BEARING LENGTH.
FLOOR - PUBLIC DECKS 100 PSF
INFORMATION SHALL INCLUDE:
f� DEFLECTIONS, SPAN AND REACTION.
9) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE AND LOCATION.
a) INTENDED USAGE AND LOCATION FOR EACH TYPE
b) MIX DESIGN FOR EACH TYPE
h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT.
D-3
ULTIMATE DESIGN WIND SPEED, Vult: 160 MPH (3 SECOND GUST)
) CEMENT CONTENT IN POUNDS -PER -CUBIC YARD
i) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL
2x6 PT DECKING FASTENED
NOMINAL DESIGN WIND SPEED, Vasd: 124 MPH (3 SECOND GUST)
YARD
dCOARSE AND FINE AGGREGATE IN POUNDS/CUBIC.
BRACING
-
"PIGGY
W 2 10x3}r1" SS DECK
I
RISK CATEGORY: II
e) WATER CEMENT RATIO BY WEIGHT
SPLICES MUST BE DETAILED. THIS INCLUDES BACK
1) TRUSS TRUSSES.
E S A T EACH CROSSING
WIND EXPOSURE CATEGORY: D
WIND
MEAN ROOF HEIGHT, H: 18.5 FT
f) CEMENT TYPE AND MANUFACTURER
k) CONNECTION DETAILS: TRUSS TO TRUSS, TRUSS TO
ROOF PITCH: 2:12, 5:12
TRUSS PIGGY ACK TO TRUSS, ETC.
I
OPEN BUILDING
h) AIRMP CONTENT
1) BRACING: NOTE MI MINIMUM MREQUIREMENTS WT-12
INTERNAL PRESSURE COEFFICIENT. GCpi +/- 0.0
i) ADMIXTURE TYPE AND MANUFACTURER
j) PERCENT ADMIXTURE BY WEIGHT
WT-12 CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM
ASSUMPTIONS:
k) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESK;?
SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING
2x8 PT RIM JOIST FASTENED TO
A. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS,
1) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REI.'FORCING
IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP
END OF JOISTS W 2 16D
/ ( )
I.E. DOORS, WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED
STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED A%V STAMPED
CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF
AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS
BY THE GENERAL CONTRACTOR
2 X 4 GRADE MARKED LUMBER AT LEAST 10' LONG, WITH SIMPSON MIN (2)
AND CLADDING, AS SHOWN ON PLAN.
16D AT EACH TRUSS.
B. ALL PRE -MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS,
RC-12
THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE
WT-13 TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS
2xl0 PT BENT FASTENED W/ (2)
I.E. TRUSSES SHALL BE DESIGNED TO RESIST MAIN WIND FORCE
PERMITTED.
SYSTEM DURING CONSTRUCTION.
3/4' DIA SS THREADED ROD W/
RESISTING DESIGN FORCES, AS SPECIFIED ON PLAN AND
SHALL BE IN AND SHALL BE INSTALLED IN ACCORDANCE WITH
RC-14
A 2' I.D. DISCHARGE MAY BE USED WITH /8 AGGREGATE. USE
HEAVY SS WASHERS EACH SIDE
MANUFACTURER'S SPECIFICATIONS
PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS
WT-14 ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S
C- OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION
BEYOND THAT NOTED ABOVE.
REQUIREMENTS UNLESS NOTED OTHERWISE.
SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH
MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF
RC-18
ALL SLABS ON DECK SWILL REINFORCED WITIt
COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS.
SYNTHETIC FIBER. FIBER LENGTHS SHALL BE 1/2- TO 2"
00t -1 ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC
6" DIA PT
AMOUNTS SHALL BE 0-75 TO 1.5 POUNDS PER CUBIC YARD
"AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL,
BUTT PILE
D-4
SEISMIC: ZONE 0
IN ACCORDANCE WITH MANUFACRIRER*S RECOMMENDATION.
EDITION, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD
D-5
FLOOD DESIGN DATA: 'AE' (ELEV 6,7,8) AND ZONE 'X'
RC-22
SLEEVE ALL PENETRATIONS THROUGH BEAMS AVD SLABS
CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE. CHAPTER 23.
D-6
GEOTECHNICAL REPORT
INDMDUALLY. CORE DRILLING W LL NOT Br PERMITTED, SJBM!T
LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGNr R FOR
W3-2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO
ASSUMED ALLOWABLE SOIL BEARING CAPACITY 2,000 PSF. IF CONDITIONS
REVIEW PRIOR TO CASTING CONCRETE.
WEATHER SHALL BE PRESSURE TREATED.
O
RC-26
ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE P4+OR TO
w?-3 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE
1
.-
GENERAL
NOTES
CONCRETE PLACEMENT.
STAMP OF THE MANUFACTURER'S ASSOCIATION.
G-1
REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START
OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR
RC-27
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVONG THE
Wr-A ALL LUMBER SHALL BE SOUND. SEASONED, AND FREE FROM WARP_
......
STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK.
CONSTRUCTION OF ALL FORMWORK N ACCORDANCE WITH ACI 347.
W0- 5 ALL METAL WOOD CONNECTORS EXPOSED TO MARINE AIR ENVIRONMENT SHALL BE
G-3
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING
--- STAINLESS STEEL TYPE 316. ALL OTHER CONNECTORS IN CONTACT WITH TREATED
FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE
DURING CONSTRUCTION.
RC-29
PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL
VIBRATION FOR ALL CONCRETE. LMT MAXtM'JM FREE FALL DROP
LUMBER SHALL BE STAINLESS STEEL TYPE 316 MANUFACTURED BY SIMPSON
STRONG TIE CO. OR APPROVED EQUAL
\\ \\_
\ \ 4
OF CONCRETE TO 6'-0- FOR #57 AGGREGATE AND 8'-0- FOR /9
G-4
NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE
AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVpD
T*-6 ALL LUMBER SHALL BE SOUTHERN PINE NO- 2 GRADE OR BETTER: WITH 19%
REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN
SEGREGATION OF CONCRETE DURING PLACEMENT.
MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS.
PILES MUST EXTEND THROUGH
WRITING FROM THE STRUCTURAL ENGINEER.
WS-II SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
CAPROCK IF EXISTING AND A MIN
G-5
COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF
RC-31
PLACEMENT OF CONDUIT AND PIPES N CONCRETE SHALL CONFORM TO
OF AT LEAST 4'-0' INTO CLEAN
THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED
ACI 318, SECTION 6-3-
ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE I, SPAN
SAND. CONTRACTOR MUST VERIFY
ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL,
RATED AS PER THE RAFTER OR TRUSS SPACING.
ELECTRICAL, PLUMBING, DUCTWORK, ETC.)
RC-32
CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS YIJST BE
Ti) 12 PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER
REQUIRED CAPACITY OF PILE.
AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE
SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING.
G-6
ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR
a NO HORIZONTAL CONSTRUCTION JOINTS WILL INLL BE PERMITTED
b� LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT
W7-13 UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN
SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE
TO REVIEW AND ACCEPTANCE BY ENGINEER,
ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE.
DETAIL IS SHOWN.
WOOD
TRUSSES
VID-14 FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH
SCALE 1/2"=1'-0"
G-7
THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE
SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING
ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE.
WT-1
THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE
SCHEDULES ARE MORE STRINGENT IN THESE PLANS.
WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT. THE
CONNECTED WOOD ROOF TRUSSES AS "MOOD TRUSSES".
CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE
W0-15 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN
ARCHITECT/ENGINEER.
WT-2
DESIGN OF METAL CONNECTED ROOF TRUSSES TO COMPLY WITH:
ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS.
G-8
THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT,
APPLICABLE BUILDING CODE (SEE NOTE D-1).
"NATIONAL
DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE
NFPA'S DESIGN SPECIFICATION FOR STRESS GRADED
LUMBER AND ITS FASTENINGS-"
REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND
SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN
TRUSS PLATE INSTITUTE'S 'DESIGN SPECIFICATIONS FOR LIGHT
WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE
METAL PLATE CONNECTED ROOF TRUSSES.'
CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO
ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND
WT-3
WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED N ACCORDANCE WITH
"NATIONAL
INSTALL A COMPLETE STRUCTURE.
THE DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 1986
EDITION, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION,
G-9
REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT
"DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES,
DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR
TPI-85% PUBLISHED BT THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE
8" DIA. BUTT PILE
RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO
BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE
SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR
SPECIFICATIONS.
(TYP-)
REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN
REJECTION OF SUBMITTAL
WT-4
SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS
CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT
DEEP FOUNDATION
WITH PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN
LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE
DF-1
ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ.. SUBMIT
RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE
COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING.
FOLLOWING CAPACITIES:
EXISTING
EXISTING AND NEW 6" DIA BUTT PILE:
WT-5
WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL
BUTT PILE
Z
ALLOWABLE DOWN 3,500 LBS
LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE. DEAD, WND,
ULTIMATE DOWN 10,500 LBS
AND CONCENTRATED. SEE STRUCTURAL DESIGN CRITERA SECTION FOR LNE
ALLOWABLE UPLIFT 250 LBS
LOADS.
ULTIMATE UPLIFT 750 LBS
WT-6
MINIMUM DURATION OF LOAD FACTORS
NEW 12" DIA BUTT PILE:
ALLOWABLE DOWN 7,500 LBS
ROOF DL+LL+WL 1.33
SPLICE 4x12 PT BEAM
ULTIMATE DOWN 22.500 LBS
ROOF DL+LL 1.25
ALLOWABLE UPLIFT 1,000 LBS
ULTIMATE UPLIFT 3,000 LBS
WT-7
NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR N THE
DECKING (4.3' ± N.A.V.D.)
PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PLATES
SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS.
°
DF-2
CONTRACTOR TO REVIEW GEOTECHNICAL REPORT FOR CONSTRUCTION,
LENGTH, INSPECTION, AND TESTING REQUIREMENTS FOR PILES.
WT-8
HANDLING, ERECTION AND BRACING OF WOOD TRUSSES SWAN.
BE IN ACCORDANCE WITH "HANDLING AND ERECTING WOOD TRUSSES"
CONCRETE
(HIB-91) AND "BRACING WOOD TRUSSES: COMMENTARY AND 2x6 PT DECKING FASTENED
CUT EXISTING
REINFORCED
RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE, LATEST
W 2 1 SS DECK
W/ (2
RC-1
ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT
EDITIONS. PILES FLUSH W/ SOX3X2"
T EACH CROSSING A
ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR
TOP OF DECK
STRUCTURAL CONCRETE.* ACI 318-LATEST EDITION.
WT-9
DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE)
ROOF LIVE LOAD = L/360
RC-2
PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE
ROOF TOTAL LOAD = L/240
I I"- M.H.W.L. EL. (-)0.69'
N.A.V.D.
PLACED OR FRACTION THEREOF.
WT-10
SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE
2xl0 PT JOISTS
HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL
AT 16" OC MAX
RC-3
STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS
REACTIONS ARE INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS.
M.L.W.L. EL. 1.04'
N.A.V.D. o
AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS:
FASTEN EA JOISTBEAM
ALL OTHER CONCRETE 5000 PSI
WITH SIMPSON H5 SS
RC-5
STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS
EXISTING
4x12 PT BEAM FASTENED TO
\EA
RC-6
USE REGULAR WEIGHT CONCRETE.
EXISTING BUTT PILE W/ (2)
RC-7
STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE
BJTT PILE
3/4" SS THREADED RODS W/
FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS:
HEAVY SS WASHERS EA SIDE
LOCATION
SLUMP MAX, AGGREGATE
SLABS 5'±1' ASTM #57
MHWL (-)0.69' (NAVD)
w \�\�\/ o
184.62' TO
EXISTING SUBMERGED i PROPOSED SUBMERGED RIPARIAN
\�jj\�j��
^AN
AR �
LEASE AREA LEASE AREA/ NEW AQUA CULUTRE AREA
MLWL (—)1.04' (NAND)
j\
EXISTING i
ACCESS
PIER 1
EXISTING Ill
w
BOAT SLIPS 0 Z
(13) I w w
�m
LU
II II LUn
I I I I
EXISTING
ECKING I ,
(M.H.W.L. °
+3.7') ° • 1
EXISTING
PILES I i
fk M.H.W.L. I I
Y (_ 0.69')
EXISTING
UPLANDS
± 10' EXISTING
RIP -RAP
EX. 3.99'
j EX. ± (-)3.1
I I 1
NEW FLOATING
AQUA -CULTURE
RACEWAY
APPROXIMATE
EXISTING BOTTOM!
1 SCALE: 1/4" = V-0" i
I 1 I
EXISTING
APPROXIMATE EXISTING SUBMERGED EXISTING I
WETLAND JURISDICTION LAND UPLANDS
VARIES FROM
±(-)2.3TO±(-)3.9
SECTION A
INDIAN RIVER
LAGOON
_)
± 10' EXISTING
EXISTING GRADE �
RIP -RAP
(SAND/ SHELL & i
SPARSE VEGETATION) I
CV R 7S'
D
SCALE 1 /2"=1 '-0"
APPROXIMATE EXISTING
WETLAND JURISDICT104
EXISTING GRADE LA
(SAND/ SHELL & 1
SPARSE VEGETATION) I
1
1
ROPE
(SEE I
SHEEI
EXISTING
SUBMERGED
LAND n _'
INDIAN RIVER
LAGOON
m
1
EXISTING
DECK/NCI
EXISTING
FLOOR JOISTS
FASTEN NEW JOISTS
TO EXISTING JOISTS
W/ MIN (6) 16D
EXISTING
BENTS
2x8 PT JOISTS,
MATCH EXIST SPACING
MHWL (-)0.69' (NAVD)
MLWL (-)1.04' (NAVD)
2x6 PT DECKING FASTENED
W/ (2) #1Ox37YZ' SS DECK
SCREWS AT EACH CROSSING
2x10 PT JOISTS
( AT 16" OC MAX
FASTEN EA JOIST TO BEAM
WITH SIMPSON H5 SS (�
I I
II 4xl2 PT BEAM FASTENED TO
u EA BUTT PILE W/ (2) SIMPSON
EXISTING OR NEW MTS20SS (1 EA OPP CORNERS) I
BUTT PILE --,,I 1
12" DIA PT BUTT 1 I
MHWL (-)0 69' (NAVD) PILE (BEYOND)
SCALE 1 /2"=1 '-0"
12" DIA PT
BUTT PILE
::
NO SPLICE \-4xl2 PT BEAM
I I w N
MLWL (-)1.04' (NAVD) I I ~o 0
1 I 3 m 3 z In
12' DIA PT 2 2 2
I 2x6 PT DECKING FASTENED 2x6 PT DECKING FASTENED 3 3 v
W/ (2) #1 Dx3X- SS DECK BUTT PILE W/ (2) #1 Ox3X" SS DECK W i .
SCREWS AT EACH CROSSING SCREWS AT EACH CROSSING o 0 0 I� o
2x12 PT RIM JOIST I gg��
BETWEEN PILES fl d
FASTENED TO END OF 2x12 PT JOISTS COUNTERSINK 2x10 PT JOISTS'"a
JOISTS W/ (3) 16D 1 AT 16 OC MAXg
NOTE:
STRUCTURAL DETAILS ON THIS SHEET INTENDED TO MATCH
STRUCTURAL PLAN DESIGN. HOWEVER, IF CONFLICT ARISES
THE STRUCTURAL PLANS TAKE PRECEDENCE OVER THE DETAILS
DEPICTED HERE. THE CONTRACTOR SHALL REFERENCE THE
STRUCTURAL PLAN SHEETS FOR BIDDING AND CONSTRUCTION.
WATERFRONT DECK
PARTIAL ELEVATION
SCALE: 1/2" = l'-O"
14.63' APPROXIMATE
AT 16 OC MAX FOR NUT AND 5 w PS
WASHER FASTEN EA JOIST TO BEAM ISiElos�
FASTEN
SIMPSON JOIST
H5 SS BEAM WITH SIMPSON H5 SS IM
I
1
4xl2 PT BEAM FAS
EA4Xl 2 BUTT PT PILE W/ (2)E31 0
SS THREADED RODS W/ HEAVY
SS WASHERS EA SIDE Z
o :: o E
I I I 7- co 0
I MHWL (-)0.69' (NAVD) MHWL (-)0.69 {NAND) _! � M co
.
I MLWL (-)1.04' (NAVD) MLWL (-)1.04 (NAND) Q 0
\\ \\ \\\ \\\ \\\ \\\ \ \\\ \\\ a \\ \\ \\ \ J Q
z LL_
00
PILES MUST EXTEND THROUGH F Q j = ?
CAPROCK IF EXISTING AND A MIN coU
,) OF AT LEAST 6'-0" INTO CLEAN W o W -j
SAND. CONTRACTOR MUST VERIFY
I I REQUIRED CAPACITY OF PILE. m Q
-� O zz0W
� o >
C SCALE 1 /2"= r-0" D SCALE 1 /2"=1'-0" y r V-,m
015 zt 0 1
2x8 PT TOP RAIL " =)� W O
7'-0' FASTENED W #10x3X W -
SS WOOD SCREWS < 1
6" 6'-0' 6" -J u- � N
2x6 PT DECKING FASTENED Z O T—
W/ (2) #10x37Z" SS DECK ., o 0
SCREWS AT EACH CROSSING 2x8 PT INSIDE TOP RAIL
I 1 FASTENED W/ #100)C Z v J W
2x2 PT PICKET FASTENED AT I I SS WOOD SCREWS Z m
TOP AND BOTTOM W/ (1) I W w W
#1Ox3" SS WOOD SCREWS 6" DIA PT BUTT PILES W 0 > CV
I I I SPACING MAX 10'-0 - 04
2x10 PT JOISTSQ o
AT 12" OC MAX I I 2x10 PT SPLICE BLOCKS J
1 I FASTENED W/ (4) #10x3" SS Q ti
WOOD SCREWS TO EA JOIST Z cal
CENTERLINE OF PILE
ti ti
II FASTEN W/ (2) 3/4" DIA SS U j w
THREADED ROD W/ HEAVY SS v >r V F-
3" q p WASHERS EACH SIDE
3"
2x12 PT (SP NO2) BENTS
FASTEN EA JOIST TO BENT (1 EACH SIDE OF P1LF)
WITH SIMPSON H5 SS �^
2X PT BLOCKING BETWEEN v ,
2x6 PT X-BRACING ONE EACH --.X-BRACING FASTENED W/ 5/8" J
SIDE (TYP EVERY OTHER BENT) SS THREADED ROD AND SS
L. WASHER (TYP EVERY OTHER ONE) Q
FASTEN X-BRACE W/ 5/8' SS
MHWL (-)0.69' (NAVD) TREADED ROD W/ SS WASHER W
(TYP EVERY OTHER ONE) 0
MLWL (-)1.04' (NAVD)
\\ \\\ a ::�\\\ \\\ .\\\ \\\ \\\ \\\ \\ \ \\\ \\\\
PILES MUST EXTEND THROUGH CAPROCK Tr "' 0.030" THICK HIGH DENSITY
IF EXISTING AND A MIN OF AT LEAST I POLYETHYLENE PILE WRAP
4'-0" INTO CLEAN SAND. CONTRACTOR
MUST VERIFY CAPACITY OF PILE 3,500
LBS REQUIRED ALLOWABLE LOAD,
ULTIMATE LOAD 10,500 LBS
/ A
SCALE 1/2"=1'-0"
PROPOSED SUBMERGED LEASE AREA
AFYICTimr: cI IRAAFRr;FT1 I ANTI - INDIAN RIVER LAGOON)
I I I I LiU SCALE: 1" = 5'-0"
u uu uLi
a a
Z 0
Ld
Q
>0
IL
Z Z w
Qua
Z —J W —F-
a- > V)
-J Fr m
(Al� W
Q U Q N
00
Ld Z
V) 1—
l U
C -1`101
PROJECT NO.
14-032
4 p014i
SECTION C.
SCALE: 1" = 10'-0"
SECTION D
SCALE: 1'=10'-0"
,
�
.
C
I
•,�,,0
"'.
,`�'
SPECIFICATIONS - CLEARING/GRADINGIPAMNG/DRAINAGE/UTILITY CONSTRUCTION
GENERAL
IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', LATEST REVISIONS, BE USED
- WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND
PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH -STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE 'STANDARD SPECIFICATIONS' FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE
"FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED
TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO.
ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK.
THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO
PROPERLY TEST AND INSPECT THE COMPLETED WORK.
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY
CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
CLEARING/GRUBBING
THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING
FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS,
AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110OFTHE STANDARD SPECIFICATIONS.
GRADING
THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.- FROM
THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING. AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD
EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT
CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEEDIMULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST
IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEEDIMULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE
SOD:
SOD SHALL BE ST. AUGUSTINE OR ARGENTINE WITH ROOTS AND
BAHIA AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS. SOD SHALL BE WELL MATTED
SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE
REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS. ROOTS,
WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE
UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR.
EMBANKMENT CONSTRUCTION
ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY ANDIDR PARKING LOT,
BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 1200E THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL
CONTAINING NO MUCK STUMPS, ROOTS BRUSH SUITABLE P VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SU LEENDURING
ROAD. BED. EXISTING EARTH SURFACES SHALL BE COMPACTEDIPROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT MATERIAL
MATERIAL, UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE 'TYPE 2 MATERIAL".
COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180).
-MIN, 100% MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS
COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION
(PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE
EMBANKMENT AND BACKFILL MATERIAL:
TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A, GRADATION 67) - W TO N0.4 SIEVE.
TYPE 2: SANDY MATERIAL, AND MAYBE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THS MATERIAL SHALL
BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE
GREATER THAN 1y INCHES IN DIAMETER.
TYPE 3: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3% FINES PASSING THE NO.200 SIEVE.
STAKING
CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
STABILIZING
STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN
ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITYAS
DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL.
BASE COURSE
-THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH
SECTION 915 OF THE STANDARD SPECIFICATIONS.
ROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2D0 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE
LIME OQ ORDA CE WITH
SECTION 250 OF THE STANDARD SPECIFICATIONS.. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALLBE
COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND TO AN L.B-R. VALUE WHEN SPECIFIED ON PLANS. BASE SHALL SE
APPROVED PRIOR TO PRIME COAT.
PRIME AND TACK COAT
PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS.
ASPHALT CONCRETE SURFACE COURSE (A.C.S.C..)
TYPE SP 9.5 &TYPE SP 12.5 A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330, AND 334 OF THE
STANDARD SPECIFICATIONS.
CEMENT CONCRETE PAVEMENT:
CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS 1) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346
AND 350. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS.
CURB
ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O T. INDEX NO. 300. PROVIDE
CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM: TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH
F.0.0.T. INDEX NO. 304.
TESTING
THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE,
BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS.
THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS:
MUM OF 5 000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED
A. EMBANKMENT: DENSITY TESTS SHALL BETAKEN AT A MAXI ,
AND AT ALL EXISTING PROOFROLLED EARTH SURFACES-
B. SUBGRADE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR
CLOSER AS MIGHT IBE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS.
-• (MIN. OF 31 1 PER JOB)
(2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE
NECESSARY.
C. BASE: (1) F.B.V I L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR
CLOSER (MIN.OF3/1PERJOB)
.. (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE
NECESSARY.
D. PIPE BACKFILL: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 FT. INTERVALS, T ABOVE PIPE, 1' BELOW GRADE, MIN.,
AND AT PIPE DEPTHS GREATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL
E. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE
BACKFILL FOR EACH 12- LIFT, ADJACENT TO EACH STRUCTURE INSTALLED.
F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS.
G. CURB PADS - DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS.
ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR.
CLEAN-UP
THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN,
GRADED CONDITION.
DRAINAGE STRUCTURE SPECIFICATIONS
STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT
OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING STEEL TO BE ASTM A 61572 GRADE 40, FY -
40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON TIE
ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS.
PRECAST INLETS/MANHOLES
ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE "FOOT ROADWAY AND
TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28-DAYS OF 4000 PSI.
CULVERT PIPES
INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS AT THE LOCATIONS
DEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO PSI) PIPE JOINTS AND PIPE/STRUCTURE JOINTS. ALLJOINTS SHALL BE GASKETED.
REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN
ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. ADS (CORRUGATED POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-2.3 OF THE
STANDARD SPECIFICATIONS. -
BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4' LIFTS TO THE SPRINGLINE MAXIMUM 6" LIFTS, TO A POINT 12 ABOVE THE
PIPE, AND IN 17LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE
SPECIFIED IN THE PLANS OR BY THE ENGINEER..
FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DESIGN
STANDARDS INDEX NUMBERS 201 & 280. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE DESIGN STANDARDS, INDEX 199. THE FABRIC
SHALL EXTEND A MINUMUM OF 12 INCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC
SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC
JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER.
CONCRETE
UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH
THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.
RECORD DRAWINGS
CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY
CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION AND
VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BA
NKS,
LOTIBLDG., PADS, SWALES, BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMIT COMPLETE AND
FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT.
THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD
ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.RC. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWERAS-BUILTS,
INCLUDING TIES TO STATE PLANE COORDINATES.
- INSPECTION
MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS
THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE:
A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS.
B. PRIOR TO BACKFILLING ANY PIPE TRENCHES.
C. UPON COMPLETION OF SUBGRADE AND COMPACTION.
D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK
E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL.
F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING.
G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C.
R UPON COMPLETION OF CONSTRUCTION.
ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING:
PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION.
- SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION.
- BASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE.
WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS.
TRAFFIC/PANEMENT MARKING NOTES:
1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYSISTREETS WITH THE EXCEPTION TO THE HANDICAPPED
PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2010, SECTION NO.710.
2 ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.0.T.5 STANDARD INDEXNo. 173246.
3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED.
4. STOP BARS SHALL BE 24" WIDE.
5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE
ROADS/DRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH
THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO.711.
7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC
SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX NO. 17346.
SIGNS:
1, ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES-
2 ALL SIGNS SHALL BE TYPE'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX NO. 11860, 11863, 11865.
WIND LOAD SHALL BEZONE 3 (80 M.P.H.}
3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302.
ADDITIONAL SPECIFICATIONS FOR WORK WITHN A PUBLIC R O.W
1. ALL MATERIALS AND CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION).
STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO.
2 THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN
ACCORDANCE WITH THE APPLICABLE FOOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANS
AND PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKSIFDOT REPRESENTATIVE.
3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH
STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE.
4- IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE
PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS
EVENTUALITIES SUCH AS HURRICANES.
5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE
ANY EXCAVATION WITHIN THE FOOT RIGHT-0E-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE.
6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.
RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY
ENGINEER IN ADVANCE BEFORE ANY RELOCATION,
7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL
MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561465-7396 OR "00-300-8236.
B. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.
9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL.
10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH
STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. IN ACCORDANCE WITH STANDARD
INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE.
11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARETO OPENED
BY 4:00 PM.
12. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 112' MAXIMUM., INCLUDING FRICTION COURSE.
M;
ASPHALTL BRASS VALVE INDICATOR
SURFACE VALVE BOX PA III DRIVEN OR ANCHORED FLUSH
36" SQUARE (SEE M-6) INTO ASPHALT SURFACE
. 1.
METERS SHALL BE LOCATED IMMEDIATELY
INSIDE THE RIGHT-OF-WAY UNLESS
-
OTHERWISE DIRECTED BY IRCDUS
APPROVED PRE -PLUMBED METER
1./.
. / % ° °
,
36" X 36" X 8" THICK FIBERCRETE PAD AT EACH
VALVE BOX IN PAVED AREAS (TYPE I)
e e
/
PAD AT EACH
BOXES SHALL BE POLYMER CONCRETE
° :
°D
°° °°
24" X 24" X 8" THICK FIBERCRETE
& FIBERGLASS WITH NO -HOLE LID Z
12' (MAX) ° . e ° ° ° . °
VALVE BOX IN UNPAVED AREAS (TYPE II)
SEE NOTE 11. -�
°L ° °
e ° o _
c°° °
(SEE M-5)
SEE M-7 PRE -PLUMBED METER BOX>_
Of
° e e° ° °
i ° ° °' ° °` ° o ° '° ° °° °. °° ° ° ' W
. ° ° °e e ° °" o ° (1) - NO. 30 W>
CURB BOX 2'0 TO HOUSE TRACE WIRE
LIJ
d
° ° ° CONTINUOUS O
° ° U
WITH DUCTILE IRON LID IS TO BE
1-, 1' . OR 2- FINISHED GRADE 0
LIMEROCK °
BASE VALVE BOX LID (SEE NOTE 7)
PROVIDED IN UNPAVED AREAS (TYPE II)
CORP STOP
r2
�
ROADWAY
ROCK TO EXTEND WRAP y�TM z
2"
ABOVE EXTENSION FILTER CLOTH
/�,
Hh
PROVIDE EXTENSION
A5 SHOWN
/ N/
%\\�\\' - x\, , \ ���,��/��� ; �_;._ L'-• 12-
TRACE WIRE I r VALVE BOX
"I'll..SLIDE TYPE
_
.
\ /\� , `'
O
VALVE I
D
CDC
M
- _
-
WATER
O
-
TYPE__
MARKER BALL
_ +
I'll I
METER
PAVED
11 VALVE BOX LID (SEE NOTE 3)
LONG SERVICE (SEE NOTE 5)
IN LINE DUAL CHECK
TRACE WIRE _
17
PVC CASING SLEEVE SHORT gY IRCDUS
VALVE BOX PAD FINISHED GRADE
__
WATER MAIN SERVICE
F \ 24" SQUARE (SEE M-6)
I
I
BRASS " TRACE WIRE (SEE NOTE 8)
/ / -
11
) SHALL BEFLUSH
2"O BRASS ICAND EWET
DOUBLE STRAP ELEVATION
\\\/ %\/ao
V/ /� TYPE II
SHALL BEATOR
PAD/PAVEMENT SET CONCRETE
SERVICE SADDLE
/�//
I
DRIVEN/ANCHORED IN ASPHALT
-""
\\1 UNPAVED AREA
/��\��� Lu\\/� ���j\\���`
NOTES
2'0 BRASS INDICATOR SHALL BE
��\�� WET SET FLUSH INTO FIBERCRETE
PLAN VIEW
1. SUCCESSIV*= TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER.\�//
\�
CURB BOX 2"0 TO HOUSE ��
°°`
2. ALL SERVICES REQUIRE 36" MINIMUM COVER.
TRACE WIRE WITH DUCTILE IRON LID ELEVATION-
N 0 TE S
3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES SHALL BE A MINIMUM 1-1/2"0,
1. VALVE BOX LID SHALL BE PAINTED: BLUE - WATER
TRIPLE SERVICES SHALL BE A MINIMUM 2"O AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS.
-"`r
NOTES
4. 1"O & 1-1/2'0 LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 2"0 LONG SERVICES REQUIRE
GREEN -FORCE MAINS
PURPLE - REUSE WATER
A 3' MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C.
BRINE -BROWN
1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS.
5. ALL METERS 2'0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED MANUFACTURERS'
2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL VALVES AS DIRECTED BY IRCDUS. (SEE M-9)
2. IN UNPAVED AREAS (SEE M-5, TYPE 11) A BRASS VALVE INDICATOR IS TO BE PROVIDED
PRODUCT LIST FOR METERS GREATER THAN 2"O.
3. ALL VALVES REQUIRE A LAT & LONG IN DEGREES & MINUTES
WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE ABOVE)
6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED
4. SEE TRACER WIRE DETAIL. M-13
INDICATOR SHALL BE FLUSH WITH PAD/PAVEMENT.
ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME
5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL VALVES. (SEE W- 1)
3• VALVE BOX LID LOCATED IN PAVEMNT SHALL BE A DUCTILE IRON STAY -PUT COVER, MINIMUM 24 LBS.
OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS.
6. REFLECTIVE MARKERS FOR: FIRE HYDRANT (WATER) - BLUE
WITH A MINIMUM 6' LONG THROUT AND SHALL BE MARKED WITH RAISED LETTERS: "WATER", "SEWER",
7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED.
WATER MAIN VALVE -WHITE
FORCE MAIN VALVE - GREEN
"BRINE", OR "REUSE WATER' AS APPLICABLE.
8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13.
REUESE MAIN VALVE - PURPLE
4. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE.
9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE.
BRINE - BROWN
7. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6" (LONG THROAT)
5. NO VALVE RINGS ARE TO BE USED.
10. I TIA "
ALL RES DEN L AND ONE ERU SERVICES SHALL BE 5/8 METERS.
LID WITH RAISED LETTERS MARKED: 'WATER', 'SEWER", "BRINE", OR 'REUSE WATER' AS APPLICABLE.
6. IN TYPE I, PAVED AREAS, THE VALVE BOX PAD TOP ELEVATION SHALL BE EVEN WITH THE ROCK
GRADE TO ALLOW BOTH LAYERS OF ASPHALT TO COVER THE VALVE BOX PAD WITH THE FINAL
11. PRE -PLUMBED METER BOXES TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST.
8. VALVE BOX SHALL COMPLY WITH FOOT STANDARDS AS APPLICABLE.
ASPHALT LAYER FLUSH WITH THE TOP OF THE VALVE BOX.
9. VALVE BOX EXTENSIONS OVER 36' REQUIRE IRCDUS ENGINEERING APPROVAL.
INDIAN RIVER COUNTY
VET
DRAWING
NO,
INDIAN RIVER COUNTY
VEIL
... �
DRAWING
NO.
INDIAN RIVER COUNTY
V R
-
DRAWING
No.
DEPARTME ITT OF
Q _
WATER SERVICE
DEPARTIv4ENT OF
VALVE AND B 0 X
DEPARTMENT OF
� µ a y
VALVE B 0 X P A D
M 6
UTILITIES SERVICES
*� " `
W- 4
UTILITIES SERVICES
*�*�
M -5
UTILITIES SERVICES
-.>E�L �
��
LORD
MARCH 2U14
LORD
,ARCH 2M4
ORI
MARCH 2O1+
TRENCH WIDTH W' + 4' MIN.
SURFACE RESTORATION
- 12"
MIN.
6' MAX. LAYERS OR OTHER APPROVED \\��o ` �\ I ��,
METHOD TO ACHIEVE ,/\\ \ z I
98% COMPACTION ice\/j � \�j\�
U LU
of /
BOTTOM OF TRENCH TO BE CLASS 'C'BEDDING \�\\ o ZD > I
- HAND SHAPI` D TO PROVIDE FIRM BEDDING OF THE `" ov
� \
UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE �j\ �j�
OF THE ENGINEER, IF THE SOILS �
ENCOUNTERED ARE UNSUITABLE TO ACT AS A � \\
FOUNDATION rOR THE PIPE, THEN THE CONTRACTOR I
SHALL EXCAVATE AND BACKFILL WITH CLASS'B' ` \ + \j\\/
BEDDING MATERIAL, WHICH SHALL CONSIST OF I � . .::: L - - ........, \,- I
EITHER: 4" LAYERS
- TYPE 1 BACKFILL WELL GRADED CRUSHED AT 98% r:" \ Z
STONE OR CRUSHED GRAVEL (ASTM C33 71A, \, \ . � \
GRADATION 67) - 4" TO NO.4 SIEVE. . , - TYPE 3 BACKFILL: SELECT GRANULAR SAND UNDISTURBED
TRENCH WIDTH I \_ MATERIAL, FREE OF ORGANICS WITH LESS THAN W SOIL
3% FINES PASSING THE N0.200 SIEVE. 10TEWHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,
PROVIDE APPROVED METHOD OF CONSTRUCTION.
2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING
AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.)
4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180.
5. ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCAL
PUBLIC WORKS / F.D.O.T. STANDARDS.
6. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0".
MECHANICAL COMPACTION
NOT ALLOWED BELOW THIS
LEVEL
SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME
REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE
BACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THE
MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS
SHALL BE 2 INCHES.
INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND
MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S
EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL
SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK AND
OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS,
STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 1Y2 INCHES
IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4"
LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO A
POINT 12' ABOVE THE TOP OF PIPE.
NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL
BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2
MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT
FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3
BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC
MATERIAL WITH LESS THAN 3% FINES PASSING A NO.200 SIEVE.
MAX. WATER LEVEL
ALLOWABLE DURING
CONSTRUCTION
(UNPAVED AREAS) V" SP-9.5 (MIN.) BUT SHALL
MATCH EXISTING PAVEMENT
THICKNESS, UP TO 3YZ (MAX).
TRENCH WIDTH W' + 4' MIN. REPLACEMENT LIMEROCK BASE
SURFACE RESTORATION IN 3 LIFTS AT 98% COMPACTION
EXISTING MECHANICALLY SAW 6"
BASE EXISTING PAVEMENT MIN.
/// /// ••,
.
• ////// /1,-//////// •
//
6' MAX. LAYERS OR /// ,r2/////////
OTHER APPROVED / / ter`" / / / / / / / /
METHOD TO ACHIEVE / JU/ / / / / / /
98% COMPACTION M 0
BOTTOM OF TRENCH TO BE CLASS 'C' BEDDING U
- HAND SHAPED TO PROVIDE FIRM BEDDING OF THE
UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE
JUDGEMENT OF THE ENGINEER, IF THE SOILS N
ENCOUNTERED ARE UNSUITABLE TO ACT AS A
FOUNDATION FOR THE PIPE, THEN THE CONTRACTOR
SHALL EXCAVATE AND BACKFILL WITH CLASS'B'
BEDDING MATERIAL, WHICH SHALL CONSIST OF + \<,�
EITHER:
PE 1 BACKFILL: WELL GRADED CRUSHED 4' LAYERS
TYPE CV
STONE OR CRUSHED GRAVEL (ASTM C33-71A, AT 98%
GRADATION 67 --" TO NO. SIEVE. PIPE
4 12" O.D. 12"
- TYPE 3 BACKFILL: SELECT GRANULAR SAND \_ MATERIAL, FREE OF ORGANICS WITH LESS THAN TRENCH WIDTH UNDISTURBED
3% FINES PASSING THE NO.200 SIEVE. W SOIL
NOTES:
1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,
PROVIDE APPROVED METHOD OF CONSTRUCTION.
2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING
AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK)
4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180.
5. ALL ROADWAY RESTORATION SHALL COMPLY WITH LOCAL
PUBLIC WORKS / F.D.O.T. STANDARDS.
6. TRENCH WIDTH "W" = PIPE O.D. PLUS Z-0".
(PAVED AREAS)
I
• TRENCH DETAIL
N.T.S.
MECHANICAL COMPACTION
NOT ALLOWED BELOW THIS
LEVEL
SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME
REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE
BACKFILLED AND COMPACTED (MECHANICALLY) IN 12" LIFTS, AND THE
MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS
SHALL BE 2 INCHES.
INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND
MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S
EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL
SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK, AND
OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS,
STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 1Y INCHES
IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4"
LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO A
POINT 12" ABOVE THE TOP OF PIPE.
NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL
BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2
MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT
FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3
BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC
MATERIAL WITH LESS THAN 3% FINES PASSING A NO.200 SIEVE.
MAX. WATER LEVEL
ALLOWABLE DURING
CONSTRUCTION
CAUTION. MANATEE HABITAT
All project vessels
IDLE SPEED / NO WAKE
When a manatee is within 50 feet of work
all in -water activItles must
SHUT DOWN
Report any collision with or injury to a manatee:
Wildlife Alert:
1-888-404-FWCC(3922)
4d�
cell *FwC or #FWD
MANATEE PROTECTION SIGN
(REFER TO EIR BY OTHERS FOR DETAILS)
KEYED NOTES:
6
OHSS 6"O x .28" THICK PIPE,
CONCRETE FILLED. PROVIDE
CO) 1/4" WELDED CLOSURE PLATE
.6 q 1 AT BOTTOM. ALL STEEL TO BE
� g RUST FREE AND PRIME
= 00 COATED- BOLLARDS ON
WALK TO RECEIVE GRAY
o > �_ POLYETHYLENE COVER. ALL
v W o_ OTHERS TO RECEIVE A
o 0 YELLOW COVER (FROM IDEAL
Ld
(0 6 SHIELD- 313-842-7290).
o,
co 10-
1--, 2
Z (D TOP OF PAVEMENT.
w ° ZVO CONCRETE FOUNDATION.
O USE SONOTUSE FORM.
a .
a d 3
. - 4 319'0 WELDED HOOPS.
O
18'0 TOP, BOTTOM, AND
O CENTER.
° _ O SOLID UNDISTURBED SOIL.
� a 4
a O PROVIDE PITCH, SMOOTH
° .- _ , _ 6 CONCRETE FINISH.
14i .
I
TYPICAL PIPE BOLLARD DETAIL
N.T.S
STANDARD MANATEE CONDITIONS FOR IN -WATER WORK
2011
THE PERMITTEE SHALL COMPLY WITH THE FOLLOWING CONDITIONS INTENDED TO PROTECT MANATEES FROM
DIRECT PROJECT EFFECTS:
a. ALL PERSONNEL ASSOCIATED WITH THE PROJECT SHALL BE INSTRUCTED ABOUT THE PRESENCE OF
MANATEES AND MANATEE SPEED ZONES, AND THE NEED TO AVOID COLLISIONS WITH AND INJURY TO
MANATEES. THE PERMITTEE SHALL ADVISE ALL CONSTRUCTION PERSONNEL THAT THERE ARE CIVIL AND
CRIMINAL PENALTIES FOR HARMING,
, HARASSING, OR KILLING MANATEES WHICH ARE PROTECTED UNDER
THE MARINE MAMMAL PROTECTION ACT, THE ENDANGERED SPECIES ACT, AND THE FLORIDA MANATEE
SANCTUARY ACT.
b. ALL VESSELS ASSOCIATED WITH THE CONSTRUCTION PROJECT SHALL OPERATE AT "IDLE SPEED/NO WAKE"
AT ALL TIMES WHILE IN THE IMMEDIATE AREA AND WHILE IN WATER WHERE THE DRAFT OF THE VESSEL
PROVIDES LESS THAN A FOUR -FOOT CLEARANCE FROM THE BOTTOM. ALL VESSELS WILL FOLLOW ROUTES
OF DEEP WATER WHENEVER POSSIBLE.
c. SILTATION OR TURBIDITY BARRIERS SHALL BE MADE OF MATERIAL IN WHICH MANATEES CANNOT BECOME
ENTANGLED, SHALL BE PROPERLY SECURED, AND SHALL BE REGULARLY MONITORED TO AVOID MANATEE
ENTANGLEMENT OR ENTRAPMENT. BARRIERS MUST NOT IMPEDE MANATEE MOVEMENT.
d. ALL ON -SITE PROJECT PERSONNEL ARE RESPONSIBLE FOR OBSERVING WATER -RELATED ACTIVITIES FOR
THE PRESENCE OF MANATEE(S). ALL IN -WATER OPERATIONS, INCLUDING VESSELS, MUST BE SHUTDOWN IF
A MANATEE(S) COMES WITHIN 50 FEET OF THE OPERATION. ACTIVITIES WILL NOT RESUME UNTIL THE
MANATEE(S) HAS MOVED BEYOND THE 50-FOOT RADIUS OF THE PROJECT OPERATION, OR UNTIL 30 MINUTES
ELAPSES IF THE MANATEE(S)
HAS NOT REAPPEARED WITHIN 50 FEET OF THE OPERATION. ANIMALS MUST NOT BE HERDED AWAY OR
HARASSED INTO LEAVING.
e. ANY COLLISION WITH OR INJURY TO A MANATEE SHALL BE REPORTED IMMEDIATELY TO THE FLORIDA FISH
AND WILDLIFE CONSERVATION COMMISSION (FWC) HOTLINE AT 1 -888-404-3922. COLLISION AND/OR INJURY
SHOULD ALSO BE REPORTED TO THE U.S. FISH AND WILDLIFE SERVICE IN JACKSONVILLE (1-904-731-3336)
FOR NORTH FLORIDA OR VERO BEACH (1-772-562-3909) FOR SOUTH FLORIDA. AND TO FWC AT
IMPERILE DSPE CIES@MYF WC .COM
f. TEMPORARY SIGNS CONCERNING MANATEES SHALL BE POSTED PRIOR TO AND DURING ALL IN -WATER
PROJECT ACTIVITIES. ALL SIGNS ARE TO BE REMOVED BY THE PERM ITTEE UPON COMPLETION OF THE
PROJECT. TEMPORARY SIGNS THAT HAVE ALREADY BEEN APPROVED FOR THIS USE BY THE FWC MUST BE
USED. ONE SIGN WHICH READS CAUTION: BOATERS MUST BE POSTED. A SECOND SIGN MEASURING AT
LEAST 8 W BY 11" EXPLAINING THE REQUIREMENTS FOR'IDLE SPEED/NO WAKE" AND THE SHUT DOWN OF
IN -WATER OPERATIONS MUST BE POSTED IN A LOCATION PROMINENTLY VISIBLE TO ALL PERSONNEL
ENGAGED IN WATER -RELATED ACTIVITIES. THESE SIGNS CAN BE VIEWED AT MYFWC.COMIMANATEE.
QUESTIONS CONCERNING THESE SIGNS CAN BE SENT TO THE EMAIL ADDRESS LISTED ABOVE.
•
D
Wildlife Alert:
1-888-404-FWCC3922)
cell *FWC or #FWC
Report collisions, sick, dead or injured manatees
and any wildlife or boating law violations.
,,�',
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v (ELEVA 77ON=-0. 69' NA VD 88)
2g.Og PER LIVE F.D.E.P. LETTER
2o42r12rrKJATED 310512014 AND
LOCATED J11112014
/ \�7.68' 1.2�
GRA DEL , ''� \ N44°13'09"W 81'
o� ROOF \mo
PORTION OF ` / / / `a'A� '\ 20.5.
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\ 0j \ \; \"'�, \�' DAMAGED u `
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K2, PAGE 56
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CONCRETE
HEADWALL = * N69'04'47"E 32.41'
A'
a Rm N28'31'48"W 13.04'
\ I 01 °2237'
25.61 r E? OB. INDIAN
<s . \ SUBMERGED LEASE
N21' 54' 41"E PER MAS7ELLER, MOLAR, REED, & TAYLOR BOUNDARY SURVEY FOR
14.68' SUBMERGED LAND LEAX AT DABROWSK/ MARINA
FILE NAVE 6483, DPAW'YG NAME 6483.DHV �
CRE CON
\ 1 i N 126E'33.1722 232j
HEAD N/A ; i £ 827134. 7290 /
`�;: N04"35'57"E "E UNE
NO2' 14' 55"E MEAN �'I WATER LINE10
/
!n 42.85 (ELEVA770�-0.72' NAT 88) /
°D PER THE F.D.£_P L£TTE-P /
' �NO2°39'19"E DA7F0 /13/zclo
L OCA P 5/13/2010
/ o 1 22.82' PER MASTELLER, MOLAR, RED & TAKCP 8 "IDARY SURVEY FOR
o 0 1 SUBV RCED LAND LAB- AT DAEPOASW MARINA /
,RA SS am v ACE NAME 6483, DRAW'15 NAVE E483.DWG
N 13' 56' 13" W r
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PLA T BOOK 1, PAGE 56 /
SOUTH LINE
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MF
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EXISTING SUBMERGED LAID LEASE AREA EXHIBIT
SCALE: 1" -0'-0'
LEGAL DESCRIPTION FOR SUBMER -D LEASEAREA (EXISTING)
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 3SOUTH, RANGE 39 EAST INDIAN RIVER COUNTY,
FLORIDA, AND BEING MORE PARTICULARLY DESCRIB5 AS FOLLOWS:
COMMENCING AT A NAIL & DISK STAMPED WBZ AT TI NTERSECTION OF THE NORTH LINE OF PARCEL
OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOF,64, PAGE 596, PUBLIC RECORDS OF INDIAN
RIVER COUNTY FLORIDA AND THE EAST RIGHT-OF-W' LINE OF INDIAN RIVER DRIVE THENCE
S25°39'00"E, 182.97 FEET TO AN IRON ROD & CAP STAbED LB 4644 AT THE SOUTH LINE OF
MIDDELTON'S SUBDIVISION PER PLAT BOOK 1, PAGE (PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA; THENCE S88°17'26"E ALONG THE SAID SOUILINE OF MIDDELTOMS SUDMSION 116.14 FEET
TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THICE ALONG THE SAID MEAN MGH WATER THE
FOLLOWING CALLS; THENCE N07°50'15'E, 32.54 FEET;iENCE N13°5613'W, 15.89 FEET; THENCE
NO2°14'55"E, 42.86 FEET; THENCE N21°54'42E, 14.69 Fir TO THE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID MEAN HIGH WATER 1428°31' W,13.04 FEET; THENCE LEAVING SAID MEAN
HIGH WATER N69°04'47"E, 32.41 FEET; THENCE N21 *19-W,120.07 FEET; THENCE N°64'5924'E-
122.46 FEET; THENCE N67°3T58'E, 31.12 FEET, THENC521'117TE, 43.03 FEET; THENCE S220509"E,
47.14 FEET; THENCE S23°39'34'E, 43.70 FEET; THENCE68'41'41'W, 77.52 FEET; THENCE S25'05'08"E,
2.35 FEET; THENCE S67°53'24'W, 2227 FEET; THENCE?4'3554'E, 3.63 FEET; THENCE S67°5527W,
87.00 FEET BACK TO THE POINT OF BEGINNING.
CONTAINING 0.48 ACRES (20854.71 SQ. FT.) MORE OR I.SS_
00
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�° TO REMAIN
Yl W8°3949"W r (NOTE: DECKING ON EXISTING L 4 N 01 22 37 W 14.02
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PLAT BDOK 1, PAGE 56 � / L 7 S 68°44'53"W 6.47L. 6 N 21 ° 19'59"W 22.65'
SOS LINE MIDDLEAO S KSION S 8 °17'26" 7' p
= PROPOSED O EDDOCKAND L N 19048'00"W 27.25'
-� 14'—
SIN 3 FD 1" PLAS77C PIPE L 9 N 44006'28"W 10.09'
L 10 S 22006'36"E 15.25'
PROPOSED SUBMERGED LAND LEASE AREA EXHIBIT L 11 N 21 °14'28"W 10.37'
SCALE: 1" = 29-0"
LEGAL DESCRIPTION FOR SUBMERGED LEASE AREA (PROPOSED)
A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, AND
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A NAIL & DISK STAMPED WBZ AT THE INTERSECTION OF THE NORTH LINE OF A PARCEL OF LAND AS
DESCRIBED IN OFFICIAL RECORDS BOOK 564, PAGE 596, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND THE
EAST RIGHT-OF-WAY LINE OF INDIAN RIVER DRIVE, RUN S25°39'00'E, A DISTANCE OF 182.97 FEET TO AN IRON ROD & CAP
STAMPED LB 4644 AT THE SOUTH LINE OF MIDDLETONS SUBDIVISION PER PLAT BOOK 2, PAGE 56 PUBLIC RECORDS OF
INDIAN RIVER COUNTY, FLORIDA; THENCE RUN S88°17'26"E (BASIS OF BEARINGS) ALONG THE SAID SOUTH LINE OF
MIDDLETONS SUDIVISION , A DISTANCE OF 116.14 FEET; THENCE RUN N07°50'15"E, A DISTANCE OF 32.54 FEET; THENCE RUN
N13°56'13"W, A DISTANCE OF 15.89 FEET; THENCE RUN NO2°14'55'E, A DISTANCE OF 42.86 FEET; THENCE RUN N21°5442"E, A
DISTANCE OF 14.69 FEET TO THE POINT OF BEGINNING;
THENCE RUN S67°5522"W, A DISTANCE OF 8.66 FEET TO THE MEAN HIGH WATER OF THE INDIAN RIVER; THENCE ALONG
THE SAID MEAN HIGH WATER LINE RUN N01°22'37"W, A DISTANCE OF 14.02 FEET; THENCE LEAVING SAID MEAN HIGH WATER
LINE, RUN N71°51'12"E, A DISTANCE OF 2.25 FEET; THENCE RUN N 69°04'47"E, A DISTANCE OF 32.41 FEET; THENCE RUN
N21°19'59"W, A DISTANCE OF 22.65 FEET; THENCE RUN S68°44'53"W, A DISTANCE OF 6.47 FEET; THENCE RUN N19°48'00"W, A
DISTANCE OF 27.25 FEET; THENCE RUN S68°08'12"W, A DISTANCE OF 41.31 FEET TO THE MEAN HIGH WATER OF THE INDIAN
RIVER; THENCE ALONG THE SAID MEAN HIGH WATER LINE, RUN N44°06'28"W, A DISTANCE OF 10.09 FEET; THENCE LEAVING
SAID MEAN HIGH WATER LINE, RUN N68°08'12"E, A DISTANCE OF 50.95 FEET; THENCE RUN N21 °19'15'W, A DISTANCE OF
60.78 FEET; THENCE RUN N64°5924"E, A DISTANCE OF 122.46 FEET. THENCE RUN N 67°3T58'E, A DISTANCE OF 31.12 FEET;
THENCE RUN S21°11'23"E, A DISTANCE OF 43.03 FEET; THENCE RUNS 22°06'09"E, A DISTANCE OF 47.14 FEET; THENCE RUN
S23°39'34"E, A DISTANCE OF 43.70 FEET; THENCE RUN S22°06'36'E, A DISTANCE OF 15.25 FEET; THENCE RUN S67°53'24"W, A
DISTANCE OF 99.65 FEET; THENCE RUN N21°14'28"W, A DISTANCE OF 10.37 FEET; THENCE RUN S67°55'22"W, A DISTANCE OF
87.00 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 0.53 ACRES (23081.4 SQ. FT.) MORE OR LESS.
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