HomeMy WebLinkAbout1993 - (Mylar) Wave Street Extention Paving, Grading & Drainage PlanLTC
CITY OF SEBASTIAN
POST OFFICE BOX 127
SEBASTIAN, FL 32978-0127
(407) 589-5330
SITE DATA
ZONED - PUD
TOTAL DEVELOPMENT AREA = 25,600 SQ.FT. = 0.59 ACRES (100%)
EXISTING PAVEMENT AREA = 1,500 SQ.FT.
EXISTING STABILIZED AREA = 3,800 SQ.FT. (TO BE REMOVED)
PROPOSED.PAVEMENT AREA = 10,560 SQ.FT.
PROPOSED STABILIZED AREA = 4,840 SQ.FT.
TOTAL IMPERVIOUS AREA = 12,060 SQ.FT. (47.1%)
TOTAL SEMI -IMPERVIOUS AREA = 4,840 SQ.FT. (18.9%)
TOTAL PERVIOUS AREA = 8,700 SQ.FT. (34.0%)
PROJECT SCHEDULE
BEGIN CONSTRUCTION - MARCH, 1993
END CONSTRUCTION - SEPTEMBER, 1993
DRAINAGE DATA
THIS PROJECT IS LOCATED IN FEMA FLOOD ZONE "X" PER FIRM
MAP #12061C0078, DATED MAY 4, 1989.
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IT IS INTENDED THAT THE FLORIDA DEPARIMENP OF 'I,RANSP0R1WI,jUN "STANDARD
SPECIFICATIONS FUR ROAD AND BRIDGE (.ONSTRLICT'ION" DATED 1"I11 BE USED WHERE
APPLICABLE FOR VARIOUS WORK, AND THAT MGM SUCH WORDING THEREIN REFERS
TO THE STATE OF FLORIDA AND ITS DEPARimwr OF TRANSPVR,nuN AND PF,RSOMJEL,
SUCH WORDING IS INTENDED TO BE REPLACED WITH MAT WORDING WIRCII WOULD
PROVIDE PROPER TERMINOLOGY, -STANDARD
//''�� AT ION
PROJECT LV CA
THEREBY M11UNIO SUCH SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION" AS THE 'STANDARD SPECIFICATIONS"
FOR THIS PROJECT. IH THE 4fQryTV---rw1M_ SHoLL �F�R ra THE
r`0'01- RoaD6Je s+ip T;zbfF,e- VE-Sle-rl 1,1z,12.
IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARrICLE OR PARAGRAPH
IS REFERRED 70, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO.
ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WI-111 ALL
APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES.
ASPI!NRIC CONCRETE SURFACE COURSE (A C S C )
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
LICENSES REQUIRED TO BEGIN WORK.
TYPE 5-1 ACSC SHALL BE CONSTRUCTED FOR THE DEP'IIR AND LIMIT'S SIKAWN ON 'L'fIE
PLAN, SIN ACCORDANCE WITH SECTIONS 320, 330 and 331 OF 'IIIE STANDARD
111E CONTRACTOR SHALL GIVE 311E ENGINEER 24 HOURS NOTICE PRIOR TO REQUEST-
SPECIFIICATIONS.
ING REQUIRED INSPECTIONS AND SIIALL SUPPLY ALL EQUIPMENT' NECESSARY '110
PROPERLY TEST AND INSPECT THE COWLETED WORK.
'ES'I'i
Jim CONrRACIOR SHALL. GUARANTEE ALL W)RK AND MATERIALS FOR A PERIOD OF
ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING MUCH ALL FAULTY
CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED Nr '111E CUNIIWIU R'S
E TRACTOR SHALL RETAIN 'I11E SERVICES OF AN APPROVED INDEPENDENT
STLABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND
ERFA
EXPENSE.
COURSE MATERIALS. TEST RESULTS MUST BE SUBMIT1'ED PRIOR TO ANY
W)JU FOR PAYMENT ON 111E ABOVE ITEMS.
GRADING
ME SdHEDOL.E FOR TESTING OF THE ROAD CONSTRUCTION SHALL BE AS FULLUWS:
THE CONTRACTOR SHALL PERMFIM ALL GRADING NECESSARY TO ACHIEVE 1HE PROPOSED
iIAN CRADFS INCLUDING TYPICAL SECTIONS.
A. SUBGRADE:
�IkLL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF 111E STANDARD SPECI-
(1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS
IFICATIONS.
OF NOT MORE THAN 200 FEET, OR CLOSER AS MIGHT BE
NECESSARY IN DIE EVENT OF VARIATIONS IN SUBSOIL CUNDITIUNS.
(�) DENSITY TEST'S SHALL BE TAKEN AT INTERVALS OF NOT MORE IIIAN
TAKI
200 FEET OR CLOSER AS MIGHT BE NECESSARY.
CONSTRUCTION STAKJ"r- SHELL F3E RgSPorls:r;:L:TY cF T"4E GalyPZ4cfo1Z.
B. BASE:
(1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NUr MORE THAN
TABI RING
200 FEEr OR CLOSER AS MIGHT BE NECESSARY.
TAB141ZED SUBGRADE SHALL BE CONSTRUCTED TO '111E F-1k)R1DA BEARING VALUE
ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT
PLAN FOR THE DEPTH AND LIMITS SIIOWN ON THE PLAN, AND 1N ACCORDANCE
12 INCHES INSIDE THE LEFT EDGE, TO THE CENTER, TO A POINT 12 INCITES
VPEi
ITH 9DLTION 160 OF THE STANDARD SPECIFICATIONS.
INSID$ THE RIC41T EDGE OF TILE ITEM TESTED.
TYPEIC STABILIZATION). ALL.STABILIZED AREAS SHALL BEC'U mul'ED TO
IF ANY TEST INDICATES THAT THE WORK DOES NOr MEET THE SPECIF'ICNI'IONS,
THE MAXINIM DENSITY AS DETERMINED BY AASHO. T-180.
THE SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND REFESIED, AT
AT LEAST 98% OF
THE dUNTRACTUR'S EXPENSE, UNTIL THE PROVISIONS OF 'HIESE SPEciu,iCA'L'LUNS
ARE MET.
ALL ASSING TESTS SHALL BE PAID FOR BY THE OWNER. ALL FAILING TESTS
iWSE b y �E
Y"
SHAW BE PAID FOR BY THE CONTRACTOR.
THE SE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE
WIIHLIFICJ 911 OR CEMENTED COQUINA SIIELL MA 1N ACCUIRLANCE WI'ltl
C UP
isen 915 OF 111E STANOAm SPDCIFICA'1 ems.
LI K BASE SHALL BE CONSTRUCTED IN ACCORDANCE WI'111 SECI'IUN 200 AND
1111i �ORI'IIACIUR MUST PI?OVIDi: CLEAN-UP UN ISXCI'.SS (11N:;1VIK"114tl1 MAI'I'.RIAI.
UPON K'(MPL.F'lJON OF T11E PIROJECI'. THE SITE MUST' BE LEFT .IN A NEAT, CLEAN,
COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH
GRADIA) CONDITION.
SEX'1'I 250 OF THE STANDARD SPECIFICATIONS. 71,E CONTRACTOR SHALL PROVIDE
POCK IT CERTIFICATION TOR CEIiEMED COQUINA SHELL MATERIAL. BASE SHALL
BE ACTED TO AT LEAST 981 OF THE MAXIMUM DENSITY AS DETEMINED BY
AASHOU -180. BASE SHALL HE APPROVED PRIOR 70 PRIM COAT -
PRIM �!ID TACK COAT
t /
IPRIMF AND TACK COATS FOR 111E BASE COURSE SHALL BE 1N ACCUIRUNJ(:E WI'ltl
OECPIgN 300 OF THE STANDARD SPDCIFICATiom. SCALE I"
-LOCATION MAP.
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SECTION
co N� T . F. ao. r. T-Y FF- ``c.` TYPE C
5f -tJ L--( CP 1 TC_ '•I 2,0 TbNA I L.1 LET' Reo�asd mmi� Pipe size:
I riS �L_ GRATE EL. 20 Sa G ' S ,.PSI L I z rn �riaU I.t�� tio� �
f -ir wan-01 Pipe
T *oil-rr Pipe
�£ E5x1 T 0 Qi t wl� 2 d qc,,
2EGRADE > SOD �XISTIr.1G W^�sl
SWAL.E W I TH I ►.I 56 R.%/ d �9 - - - -"m
1 S
Ta MAI Q T-Al N EXIST I NG A v � d �o -�-+�. .t...,i d) t-U►1 -•-�1, �.s l`7aj�CVJ
DRAT ►.LOGE PATTERNS J �� �` � ?v7 - - ` 'ma's/-Hq� �
I ) 1 TH IS ARE7i . r
ti o LP
14
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t 7A°t 20 g ul ^' =`, �, NS �- N' o I cam" �•1 :bo I C9 -lE. �h' .. N tip'' 14 I o' pl lz r�
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TYPE C
Awox. Weight 235 Lds.
AJ N
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l x ry 3•
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CP2. 1Q' 21.5D c.r I �{r 0_ 't�� , -�.•w ,�.,.� '6J ��w��Y:rA�. mlar i -
O I� ,10 io
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T. Zo L F 1 S" 2/
•(I'tSTF�LI o% COAST. FI�o1.�YPE"G' SURV>=(
2-91'LENGTHS DITCH 5oTToM WLET COI.1�,T 8 SWA,Ie DER -a. 2
20• ° :J `A F 24 Rc GK�.Z E EL. - ?1�.�0 1I�NL�i�R>r -
b r.nN 1 5 0 W I IJ V. E L. = I 2a \ `i
- = = qE LoC,-rE ex15T . 8 pia L F - �{ it poLJ gel✓ ( -^"HOLE) \�
- S4Fi GtsMFrfr ENDW� LL col-1C2 '�ELLo1_J cirI21�E . f .-2�i.18'
�,o t. - " v E REMovE ExIST1 ko 1- F - P� o 0
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V I GoL1r2 i'ELLo 1--P2 fE GUARDRAIL I�(A(G11 3 ,q,� �'��� x K ( 2q" I,JI-III,: SroPl lz- ZQ
x t ST l l,1 AI-F H�.l-T �a .a z
euavE .
o N 2 a I�' 03 I.J L DRAINAGE SPECIFICAI IONS ZIcuRe, ' C�uTTt:v-(TYpI 1
I
5EGIl Cbe115MUCTI L 10d I 4 STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENE II I �.Z�O '
viJ�7 IV I�.rJ 1 n N j
ST3• . 1 I +oo `_
I'i T-E
of �n�er-l�r-i� ELl%�drla
LE-&Eki C7
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ELEva,Tl o N s DESCRIPTION
2.2..o PRopos'Ep
�IrEVA.Tto►�s
WAVE STREET EXTENSION
A strip of land, 50.00 feet in width, lying within the Plat of Chesser Gap, P.U.D. as
recorded in Plat Book 13, Page 76, of .'re Public Records of Indian River County,
Florida , the centerline of which is dea"Aod as follows .
Pc& at the intersection of the northerly projection of Wave Street and the North right
of way line of the Collier Waterway, all as shown on the Plat of Sebastian Highlands,
Unit 6, according to the Plat thereof as recorded in Plat Dook 5 , Page 97, of the Public
Records of Indian River County Florida , said point being also a point on the South line
of the aforementioned Plat of Chemm Gap, P.U.D. and a point on a curve , concave to
the West, having a radius of 100.00 fed, the radius point of which bears S67°OT59"W ;
thence Northerly , along the arc of said curve, through a central angle of 0102T03" , a
�s
distance of 2.53 feet; thence N24°19'03"W , a distance of 4.38 feet, to the point of
curvature of a curve, concave to the East, having a radius of 100.00 feet ; thence
48 HOURS BEFORE DIGGING
Northerly, along the arc of said curve, through a central angle of 24113'53" , a distanr:
CALL TOLL FREE
of 42.00 feet; thence NW015'10"W , a distance of 167.64 feet, to the point of curv;- t-_e
imig4"
®®%-4770
of a curve , concave to the East , having a, radius of 200.00 feet ; thence Northerly , along
the
arc of said curve , through a central angle of 18'2547" , a distance of 64.33 feet ;
U. N. C. L. E. UNDERGROUND UTIL I TIES
thence N18°107"E , a distance of 62.05 feet, more or lea to the Southerly right of way
NOTIFICATION CENTER
line of FlemingShut, as shown on the aforementioned plat of Chesser Gap, P.U.D. ,
111�
and the Point of termination of the herein described centerline . -
I � Q�- GU RV E DATA
CURVE No.
A
T
R
L
G
O
21��04'03'
23.IS'
100,00
Qom,-r,a'
Q2
o3'Z3'
21.31'
100.00'
41.c.�1
0
18'2S'4�'
32 .4S'
200.00 '
O
25
�'
�t. a 5'
1 �'D rTA,e .
4 5N1 V.
I yi'`fPa 511> v.
2
A'PI-TART-T ��0r1n.r��i
�o To
Via.
c�d>✓
MATS+ t=x1sT .
S1'�I S
c�zADI=
-
SE rfE.�pV4n-LL
> g` �ITAP�I LI ZED SL) 13 C-IIzADr-
8' P�#iE Go PING D
M TE
C�nmac•)
To
vE of PAS 1er1r
Gol,/�P,&CT15V -00 9g� �R.(
T-0 '?:16 / r2r-L cilTY pqz
0 5TA51LIZEp SUP�C�RAD�
.ior,orY
i�6(Z A/��I4To T-18c�,FGV= 75P�1
AASHTo T-18d CTYP�
L5R 100
�ct�iP'�jep To 98% iNsrTr
cT I TY P l CA L
S EM o W A. -A
TYPE �+-sl �To T- I&� 1 F T�✓� Sa �;
DANCE WITH SECTION 42 OF THE STANDARD SPECIFICATIONS OFLTHECOR-
FLORIDA DEPARTMENT OF TRANSPORTATION,
WGRET SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
.SLL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, F 40,000
Q$1,71ND SHALL BE HANDLED AND PLACED IN ACCORDANCE FIIYH ACI
PRECAST sONCRETE MANHOLES AND STORM INL�TS MAY BE USED UPON THE
ENGINEER S APPROVAL OF THE MANUFACTURER S SHOP DRAWINGS,
STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430
AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA
DEPARTMENT OF TRANSPORTATION,
CONCRETE
'UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, ALL WORK SHALLI
COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE
(ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURIS-
DICTION IN THE AREA,
CULVERT PIPES.
REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE IN ACCORDANCE WITH
SECTION 941 OF THE STANDARD SPECIFICATIONS.
PRECAST UILETS
ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE
WITH THE DETAILS SHOWN HEREIN THE PROJECT DETAILS, TYPE 11 PORTLAND
CEMENT SHALL BE USED IN THE CONCRETE MIX, CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 P.S.I,
RECORD DRAWINGS
CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT
SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICT-
IING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT
DRAWING$, RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED T0, INVERT
)AND TOP ELEVATIONS OF CULVERTS AND INLET STRUCTURES, CONTRACTOR SHALL
SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION
hF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT.
/V
EM D GONSTRUCTIOQ
eiAA. 1544(P
GANUAL NOTE8 •
1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE
CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK.
3. CONTRACTOAt SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING
UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED
UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION
OPERATIONS.
4. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE
WITHOUT PRIOR APPROVAL OF THE ENGINEER.
5. ALL DENSITY TESTS SHALL BE PERFORMED PER.AASHTO T-180
METHOD.
6. CONTRACTCR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL
SUB -GRADE AND BASE WORK.
7. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT
PROPERTY LINE.
8. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR
ANY INSPECTION.
9. BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY DAVID M. JONES,
PROFESSIONAL LAND SURVEYOR, DATED DECEMBER 4, 1992.
10. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE
APPLICABLE ORDINANCES OF THE CITY OF SEBASTIAN,, FLORIDA.
11. ALL TRAFFIC PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IN
ACCORDANCE WITH F.D.O.T. SPECIFICATIONS. ALL TRAFFIC
CONTROL DEVICES SHOWN SHALL CONFORM TO M.U.T.C.D. STANDARDS.
12. PIAV45 CALL POR (z) TWO ExI5TI"G 11EA�VWALLS TO T3,E R1=LDCATEJ>.
IP HEAGWA-LL5- AVE DAtAAGI✓b BY rtH6 CoNTR r ' PuRI►1G RELoca.I'lp►.1,
fHIE WrR.4d_T0F?5 9Ffa.LL SE RESpoNsll3LE To CaI4eTRuc.T µr=W H'FADWAL.5
aT c01JTRA.c.ToRS EX-pEl-ig-i✓,
13, CoWTRp,CToR SHALL BE RE51POW61151.E r�oR 50UP446 ALL_
DISTLIRP�ED Ag.E/ WITH 11,4 MCISTl"C, !COD PFZOPO�j�p
1ZIC-HT -op-WAY_
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