HomeMy WebLinkAbout2000 - (#43) Stonecrop Waterway Control StructureINDEX OF SHEETS
-t - "IJTLE SHEET
2. SURVEY OF EXISTING CONDITIONS
3. OVEIRAIJ, SITT11, PLAN
4. PROPOSED DOWNSTREAM CHANNEL PLAN
5. PROPOSI-PI) DOWNSTREAM CHANNEI, CROSS SF!"C"TION9
6. EXISTING PARJUL PLANVIEW & (`ROSS S� ,*JJONS
7. WEIR ELEVATION & NOTES
8. WE TLAND PbANTING PLAN
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Or PEI- ct\v\
CIT of SEBASTIAN
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1-800-432-4770
Smi0itip Stale. Oive Call of Flow ido, Itiv.
PAP)AKOA
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jpn,r
L OCA T I ON Or
rROJE
�t Azz=
LOCATION MAPS (N.T.S.)
m MASt FELLER & MOLER, INC.
M CIVIL, FlAGINFIFIRS
2205 14th Avenum
vonro Roach, F101 No I?qcl()
EARL 1-1. MA!�J'F[J.FR, r)'r. [- I -, #xw--)R
rj,. (5,61) 5r37--7,,1Qf,
Fox (5rl) 794 11()f
JRP/EIIM
emp
Inveil:=11.01
ft
Q A Z AM
WATER TOP (11,
r,LFVA'II0Nr-1,26
+
4
18" crnp
Invert=10.80 'tl p ji
4,VhW C41V 0
12" 3
Ai A A",�
< + ......
Y
4�
N I� -,:�) Ib
-1 TH E
,y l\ \ 4 ` '1 ` 0 F
1A
C� [ E A " I N
10
R A I N A
"TONECROP I .� \A\
'4
-
"THIS IS NOT A BOUNDARY SURVEY"
\,A
41
V
7,
IA\\.
+ 2"
14
15
4, `\ SCROLL STREET (507 R/W)
14'
,f 113 4 13 14 15 14
12
Z 12
10
LEGEND AND ABBREVIA]IONS
111,1 A I - V S:
PR-JEC I DEN(1
�V
DISK IN T14E WEST Ff*l OF SIONECROP STREET
�\4,A
1) 10' IOP ()F A PIK AIA 36' NORTHERLY IRC k IRON ROD AND CAP OAK SANITARY MANHOLE SIG
NORTH ONF OF #1550 STONECROP SIREEF1 FLEVAIION�15.88
& I IEA[)WAI-L SOU TIAWESTERL Y END, EASTf PI YSIDE OF STONECROP LB LICENSED BUSINFSS LIGI I T POT F
X
p V IW*x24" cmp 2) v 1F TOP OF A NO. NUMBER 1-4 0) DRAINAG MANHOI F
RFF 1, NORIHERLY Of- STREAMLET ELEVAFION16.64 RIGHT OF WAY
1 86 R/W 0111 PINE
3) 1 ;1-' TOP OF b14 81) NAIL Al THE INTERSECTION OF MOt-,IIR SAVET! CM CONCRETE MONUMENT WELL
It \1 0, E A AND MAJESTIC PALM
I MAII. OR PAPFPROX
V
\ \ \,,\ \ c� 1, RFT- T ELF. dA I ION �1 17.81 MEAS. MEASURED HYDRANT
SOUDIFRN FIFLI. BOX
AT THE INTERSECTION
P.U.D,E� PUBLIC U11l.ITY AND DRAINAGE EASEMENTyF 0 4) 1•11` 10r OF A F40AI SPIKE AND WASHER STAMPED BM "0, 39 FD. FOUND YI SHRUB viv 9, 11
oi THE SO(ITH FD(',F Or PAVEMENT OF MAJES-TIC AVE- AHD THE WEST EDGE OF CAPI F TV ROY
rri+O.R.B. OFFICIAL RECORD BOOK WATER VALVE
x24"I 2
invert T -,NCF MAPLE POWF RPOI F
I \VFMFN1 OF ROUIFIIF ST. FLEVATION=17.56
P.R.M. PERM ANENT REF RE MONUMEN I
NJ WATER METE R
P.C.P. PERMANENT CONTROL P"
16 4�v Bm BENCHMARK 4*1 CITRUS CLEANOUT 1�1 FLF(ARIC BOY
F.F. FINISH FLOOR
V
E-0,P. EDGE OF PAVEMENT
� 1 � \\ \ \ � � � \ t� � `` ` \, <^� -T� ., \ � \��\\ \\ \\ \ \ \ ELEV. ELEVATION ELM CATCH BASIN
R RADIUS CURB INLET
A V, q"
A DELTA
c) 1p A L LENGTH
. I.D. IDENTIFICATION
It 10 v_�p "I \ \ \\ \ \\ \ , 1\ 0 1 0.00 SEC. SECTION
1WP, TOWNSHIP
is\15
14 12\ Va\ 0
RGE. RANGE
7
6
17
7
- xb GRAPI SCALE
tJ ec), 440 0 20 44) 80 190
4
VN
V
V 7.01 IN FEET
v
Cs V. I Inch 40 ft.
14 15
"Al V
V it)
A 77 T\
4
j ROULETTE _rRE :ET (50' R/W)
V
'K� 17
x
AI
A.ti
o /T_1
......... .
18
014
REPORT OF SI.JRVEY:
10",
- A t\ 12, *TYPE OF SURVEY: TOPOGRAPHIC
4
+ 3916
elk
0 SURVEYOR IN RESPONSIBLE CHARGE: ROD REFF) P S M
117 MASTELLER, MOLER At REFD, INC. CERTIFICATE OF AUTI-JOR17ATION L.B. 4644
-4 is I 2205 14TH AVENUE
VERO BEACH, FLORIDA 32960 - PHONE (561) 564- 8050
14Ia __ta
13 c�
*THIS SURVEY IS 140T VALID WITHOUT 'THE SIGNAII)RE AND THE ORIGINAL RAISED
7 12- SEAL OF A FLORIDA LICFNSED SURVEYOR AND MAPPF.R. ADDITIoNs OR DFLETIONS
04 TO THE SURVEY MAP AND/OR REPORT OF SURVEY HY OTHE
j4 EO) R DIAN IHIF SIGNING PARTY
PARTY OR PARTIES
14 OR PARTIES IS PROHIBIIED WITHOUT WRITTEN CONSTNT OF TIIF ISIGNING
-A
J�
•ACCURA
GY: THE FYPECTED USE OF THE LAND. AS (1ASSIFIFF) IN THE
2` F A' I
0 tcl
gj
to IG17-6 FAC) IS IIRBAN
MINIMUM TECHNICAl- STANDARDS (6
TYPE Of BOUNDARY
—4 MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS I
THE
THE ACCURACY OBTAINED BY MEASUREMENT
SURVEY IS 1 FOOT IN 7500 FEET.
-4 E(
/+
J FIC MEE IOREXCFF�D
50' QRA1tJAGF [RIGH T -OF--WAY AND CALCULATION OF A CLOSED GFOMETRIC, I)RF WAS FOUND 10
V A 113 12 THIS REQUIREMENT.
14 4- .4 �j
Is-
-1 1 )t. - FIEI
15 itcv> THE LAST DATE OF -D WORK: 2/9/99
16
w c
oTHE HEARING BASF
7F FOR THIS SURVEY IS A13 FOLLOW-:
J
1 C THE BEARING IS N60'00'00"E
B RFjWF TWO FOUND NAILS
It E CENTERLINE OF STONECROP STREETBETWEEN
:0' F'ASFh1FNJ 1i l it ��l 11t11,11
Jill )t, TING EASEMENTS. RIGH1SOF.WAY
LO *NO INSTRUMENTS or RECORD REFLEC
AAA I
t' � 0I I " TO THV-, SURVEYOR EXCEPT AS
6i �1�1�1 -j AND/OR OWNERSHIP WERE FURNISHED ce co 4
St 1OWN, NO 111`1 E OPRIION IS EXPRESSED OR IMPt If 0.
THIS SURVEY DOES
NOT CERTIFY 10 THE ExisrENCE, OR LOCATION OF ANY
FOUNDAT]IONS, UTILITIES, UNDERGROUND EN(ROACHItAF-NTS OR IMPROVEMENTS EXCEPT
0
t 4 (t AS SHOWN,
19 F _X" AND "AF"
ll", litt I
It oTHE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE..
PER FLOOD INSURANCE RATE MAP 12061CO078 F, t)ATF."D MA( 4TH, 1989.
vUNLESS A COMPARISON IS 911OWN, PI,AT VAI,IIES Ar MEASURED VALUES ARE THF SAMF.
14
Tj THIS SURVE THE
21 04 A, Y ARE BASED ON
TE ELEVATIONS AS SHOWN ON I
GEODETIC VERTICAL DAIIJM OF 1929.
21-xI4 carp NATIONAL
Invert=1 .66
7
Is —
AC f,
Invert-:14.90 -D IN CONFORMANCE TO CHAPTER 177
eTHE TRUE MEAN HIGH WATER LINE WAS NOT I OCAIF.
2"06" cmp PART 11, THr COASTAL MAPPING
so -rnp Inverf"16.50 W :o;,
17 1 1 160" (
> Invert=10.74 linvel t= 10-53 *niE NOTED 20' EASEMENT WEST OF STONE:(,,ROP STREET GOING WES1 *TOWARD THE
< I w DRAINAGE RIGHT OF WAY IS NOT 0IMFNSIONF0 ON THE PLAT ITS' I,OCAI`ION IS
STONEC"'ROP, STREET (50' R/W , ------- APPROXIMATE
r I—T
Z m
12"08" emp
m MONTROSE AVENIJE
> 60" CMP Invert 16.6i
60" CMP
INVERT=11.31 INVERT=11.25
(O' R/W)
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PROPOSED
DOWNSIREAM ('IIANNEJ
IMPROVEMENTS (SEE -
PLAN& CR05S-----SFcJI0N'-;
Wid
ST, SEB ASTI AINA
RNFAR
PROPOSED
WATER COWROL
STRUCTURE SEE
PFJAIL SHEE� 7 OF' 8)
SOD AHl' PIN Al-J- I) I S , l t- J R H F 0 A P 1A
ABOVE Flf.-V, 8.( (Typ.)
-\I,- Is. crisp
It
IN
If IN
0
SCROLL STREET (50' R/W)
N,
10
<
BENCHMARKS:
I --- 1. 1—— -1. - — -
0 0 1) PR�NOJKITF Top or A PK AND DISK IN THE WEST ET' OF STONECROP STREET, .16' NORTHERI-Y
Aw \kl 0 or "OPTH LINE or W;n #STONECROP STRUET EffVATI0N-15,88
0 18"04" cmp 7) ItIF for OF A NFADWALL SoTjTHWEqfERLY END, FA-,TFPI-YSIDF OF STONECROP
k ELEVATION
SIPFFf. NOPT"FRLY OF STRFAMLET
NN, \ ME )Or or AN 80 NAIL AT TTIF IN1FPg;FCTlON Or M(.)NMot;F AVE AND MAJESTIC
-X, STREET ELF01ION-17.81
-TAMPFr) pm "D-19" AT PIE INTERSECTION
N, N, 1A-1 lot' OF A F30AI SPIKE AND WASHER S
N, TTIF
0 N, \ \ `N or T14r qOUT14 EDGE OF PAN/FMFNT OF MAX-311C -,VF,. AND TIT ST EMF OF
F WF
ID N, Q
la'x24- rmp
PAVFk4F"T OF ROULFITIF ';I Fl.,FVATIOM-17 056
nvo, t- 19
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NN 0
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N, N,
N,
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0 IN N, N N
0 \\\\ \ \
IN
0
IN 0
NNN\ N, 0 M, TA
A N, SOD AND PIN ALL DIS IRRED AM
\\\\\\\ NN
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A l F
T----
N,
'N
N, -'I[ TAI ION V
ROI 'OSIT P
WL 77: 8,0±
6' JHGH CHAIN LINK R -0M 7= 2.
3 STP�ANDS OT1
FEN(,.\E W/, It
OF 13AR13EO WIRE r r
-A
-4-
T-
-4
IS
Is-
21", 11' tl') (D
�k -
EXISTING 2Iy14 Inv-t 1 a cmA
NATURAL GROUND ly'vort- 14 .90p 17It
*moms 17
ttZr%? MAAI�
OULETTE STREET (50' R/W)
WIDE
('A K-
120' RE POR I Of, SURVE.Y:,,.—,.
I err OF I;0PVFY,
f,1IAf?C.F! ROD qFF n P s M, 3QIS
;iIPVFYOR IN RVMO�l
MASTrUER, tAOLFR A, "FM INC CFPTmcATF OF A'JTTIOP�IZATIO" [-.P' 41;44
2205 14TIl AVENUE
VFPo PFACTI, FI,QPVA 329AO - rNomr. (561) 1594. P050
•THIS SURVEY IS NOT VAtjD MMOUT THE SIGNATURE AND THE ORIGINAL RAISED
'� r + )SEAL OF A FLORIDA LICFNSF0 SURVEYOR AND MAPPFR ADDITIONS OR DELETIONS
I THAN THE v3iGwimo PARTY
9-W To Tf IF MAP AND/0P PEronT or SilflvFy By OTHER SURVEY TjIF IrUININI'l PAPT AR TIFt'
rpoomIlM OF Y
PARTIES IS
THE EYPECTEP USE OF T11F t,AND, AS CLASSIFIED IN THEACCURACY: 0 MINIMUM TECMNICAL STANDARDS PAC) IS kRRAN
THE M10911M RELATIVE DISTANCE ACCURACY FOR MIS lyrE or BOUNDARY Y
SUR\,T-Y IS I rool IN 75T) FEET, THE ACCURACY (-)STAINED BY MFASk)RFMEkIT
-NA!z MIND TO MFFT OR FYCEM
AND CALCULATION OF A 0 OcFO r TPIr 1`117111117
WNT.
114F LAST OATF OF FIELD Wf-rV: 2/9/09
*THF pFARIN(j pA,,;r FOR Tijtl�
It 7 cTJRVFY IS A; FOLLOWS
1
I b 8 Aj PLAT
ME CEN TEPLINE Of STQNECP()P STRUT PFTWFFtJ TWO FOI INt) tiAli I;
ITIJ IPRA\ C THE AFARINC IS NAOVY()O"F
J-,,f�OVIDE STONE R LO *No INSTRUMENTS OF REC(IQO REFLECT11NO EASEMENTS, RIGHTS -OF' -WAY
PRO,,FCTJ NISNED To 1111S SiJRvF,(OQ FXCFrT AS
SLOPE ON AND/OR OVIEFISH'i" KRE MP
PINION 11; FN(PRF`�"ZF0 OR IMPOI'll
q TTTF n NO
JED BY DIRFC w TI,119 SURVEY -Y To 114r
�y (I EXISTENCE on LOCATION OF ANY
IT- I C4GINEER TO PREVENT OES NOT (�Fnlll :3 I%.4Pn(VVFWAFtJTS iI
rQ,,N0ATlQtjI_;. ,jTjjjjnFz, qjf)FnqrInljNn FNcQOA,0IMFNT9 OR
FRIMON IN IHESE j AS WOW
z
-X" AND 'AT-"
Ill, will AREM; U THE PARCU. Or LAND ,qjIQygN HFPFON 15 LOCATED IN FLOM 70NE
ii11 ll 110 j ATE MAR 12WC007101 F. TIATFO MAY 41I1. IQAQ.
120' > rFP rt-()f,)P IN!�IJFIAMCIF P
*I)NIFS15; A COMPARI", Iq tqi.toym, PLAT VALUFS AP MEASURM VALUES APF Till' `;M,4F,
I\ DiF Fl.lr-V/kTION% AS SHOWN ON THIS SURVEY AnF RASFD ON TITF.
61 NATfoMAL vFniir�`At, nATlJM or 1070
Will, 0
Ill111 177
t, 9TIJE TRUE MEAN 111014 WATER LINE WAS NOT LOCATFO IN CONFOPMAfJrF 70 r
,* .4, _ •_ _ _ IS-
-W oiA.rriNrl, ACT
F- op,,
PART it, TIIF f,
crt,p
0 ctl1r)
c,T)p W *THE NOTED 2(Y FASFMENT VfEI;T OF SIONECROP STREET 001W.' WEST TOWARD 111F
Invert-10.74 1j,,V'#rt-10A1 T Inv- I 12"XIA" DRAINAGE RIrtIT OF WAi tq NOT T)IkfirI`VS1fVjF1`) Off TJIF PLAT 171' tOCA11014 IS
ArrrimImATT
-j-
12"yIn" c"Ir
lnv-t I- it Ai
so ,MP c I 60- rmr
TNVFP T- I I � 25
IN\,T P 11- 11. 31
H Q I I UM t, L -
PLAN
ON F- J' A- A E
('-'I I T A VE R A 1.- 1,
-1- 10 N [3 A "I N (N R 0
SCALF., 1- 20,0'
ONTROL STRUCTURE FOR
MOLER,INC
m MASTELLER &
INEERS
CONSU LTI N G E NC /A A
JRP4LHM -:7
m U
2 128100 RLVISLDFOR DID
5211 Okeechobee 11001,1
ULIVI�L� PW �ILIIWIWI 1�2mw6u- -�/1114 7 1nF11Rn River County, noridn
DR/APP 22015 14fli Avenue Ft. Pierce, noo(in I
DA, [E voiIrn Reach, Florida 32.94"M Ph. (561) 466--920.) city of Sebastian, ......
Ph. 61) 567 5300
V N (561) 466-- 92,30
I
rny .1561) 794•-110A — I '-c;- I (D S-
-rop to ail i1eiumerit wi%I^ti bear the CVyrtet
of Mast tier Ak mollf. In, to V00to'l "Oil In
most.114r * 000rI Ina, Then* dolumm, I
p,,00d to tll- 0*`II4f 00101Y In aonn*aHop With
9,1, pleftot, AmV other Uj* Of tevpo of then-
dqev,ent* m noy reproduction, dIsp11Y, 0 0, IX
other dlqpavltl^n V the.• doeIpmento by'Invong
is sl #Xplo-y prolailtw' without (11,11II'"Itof
Hosteller h moi-. Iw,- pwttuont to the 1`044t"i
("oprVOIJ t"..
(c-)1499. MAt,IFIIrl? & MOLM I"('
()RAM
I)AIF
I33)IFFt
LARL H. MAc1')TE1,.LERqP-E.j FLi��26658-1o—*4w
SH
F+9A
JUNE 1999
AS WIED
98634
-45
5
4*4i
4v-
I OP OF WAT'F.R---.,,.
El. V-VA11ONnr 1,76
A-
4
u
-7
2AIz�48190 REVISED FOR BID JRP/E[iM
U45LUX-LU 5.4fil, 111 WJWWFNL�
NO, OATF DESCRIPTION PP/AT P
FIR IF VI S 110 "
LEGEND
P-'ROPO'---)FD FILEVATION (CONTOUR)
EXISTING ELEVATION (CONTIGUR)
PROPOSED R"IP-PAP EROSION PROU" I'll(WI
(7)
10
0)
F)ROP)SF 'D"�' WATFR
?
m MASTELLER & MOLER, INC.
m CONSULTING ENGINEERS
2205 14th Avenue 5711 okee(-hobee Road
volllro Pea(,.b,, norldo 324130 Ft. Pierce, r1ol 32047
rh. (561) 411l 9200
H r fix "�r I ) 7c14,-- I06 Fax (561) 466- 0'2:30
-7
I MCAI, CPO SS SEC TION
l SIAEFT
6 Of 7 Fl CROSS ITCAIONS-
SOD AND rIN ALL 10
DISTURBED AREAS
(Tyrw
12
- ----- ----- -
PROPOSIFIDI 6,0 WI D F
C11ANNE't BOTTOM
Z-
10
;)0V
rr
z
7 '5
z
�K
A
P R 0 P OSEDI
WE I R
X
\<
4(
7
T �-'EMPINT 'HA'1,N
4 r
S Y I -w-A.'r tI
177
6
4 5
5
/7111
J--) Ill -
(-,'[---IANIN[-*I,.-- PLAN
CONTROL Z'S"TRUA""TURw" FOR
.1 J
CRy of Sebastian,
N 0 [� J- 1- 1
lf)=10"
-1190 In all 40,urnwis, W0,10, beer, the copyright
of Movt*ll-rk MOO, Inv. to "*led Pololy In
mnoll * MAIr, file. rheas docome"119 or*
proOlod to ",* ewer solely ]In omnoottop with
th protect. Any other use or reuse �I Ilb"o
d 1*ufl'omother or any roomflut", l vote, or
o"'W dlip'AllIon of the.* doeumpote; by "Vor.
Iv 0Tlv*sy, -Ill'oul '"90"t of
Ill * Mole. I-e. pw-wilint I, the foden!
C"W110 J-'W.'
Inc inn Rivar l!".orl rgnr-irl® I (C11999, M A S I E 1-1. F R & M l R, IN(,,,. 11117 A DI Lj Ill A 'C' T 1:71 1 E- D 1711
26658
DPAW1W
jp
MCIPTIFIC)
jp
ell
FP-0A
DAIF
-7199
SCALY
I "mr 1 Of
SIIFFT 4
or f3
Dwr- Yin
'9 8 6 4
2 11/28/001 REVISED FOR BI
hci. 0+ 2!3
(t__
SOD AND PIN ALL
DISTIL)RBE!, AREA;
(TYPICAL)
15
10
PROPOEFD RIP --RAP
EROSIOIJ PRO ,JECTION
EXIS IING
NAJ(JRAI_ (IROUND
15
3
rROPO"A 0 Rff'---RAr-
Ck EROSOOt
I vn() I U_ %_ N Tit 0 V
AT WAJFR CO"TROL
NOTE, CROSS SEMIONIS ARE U)(01HO
DOWNSTREALI
15
10
5
PROPOSED J I_ PROPOSED RIP —RAP
CHANNEL EROWN PROTECTION
to. 11-4-25
PROPOSED - / rTI
CHANNEL
sta, 114.00
M I -1 -A 1"-] [11-,-- L C P 0
__)EC"'T10N(''
PIN I I
ommomommomp MASTELLER & MOLER, INC. CONTROL STRUCTURE FOR
TING ENGINIFFRS-3f�l]�.�����h�L_`='r��1�1�0,��i��V7
CONc3UL.
VAN/HM
0 lol- PF t7'(T1r' I ION 2.2()r) 141h Avertile 5711 Okew!hohlste Pond
6A'ir veof) Pkafloh, Florida 37911110 Ft, Pierce, Florida 17047
rb, (5sl) 567 -5100 Ph. (561) 4613-920")
(7
row
y �) 79,1-11or) Fax (561) 4rr-q7.3()
- )
City of Sebastian,
Indsin River County, FlorldeL
I ()
PROPOSED RIP —RAP
EROSION PROIECTION
15
7)
', -PROPOSED RIP' RAP
st.o. 0+75 EROSION rR0TFCTION
_LEG-E_N. D_
PROPOSE[), C11ANNFI_
EXISTING NAIURAL, GROUND
PROPOSED RIP --RAP
EROSION PR(I)TECTION
11 to n1I do"Ument# which hoor the 009right
-1 At Motor. lot. is wqt#d 8061Y on
'tier IF mr4r, Ins. Thtes d"monta ore
'ded it tiro ow,er solely In eannsellop with
"o project. Any other tie* w reuse of these
'1' motitp or any wrodurtion, display. eels, or
"t, , dImP'qlU::"0fIthll ew* do'm4ntm, by nnyors,
mro-sty �:, 0)I 1" without
corts" of
.11w * U ,, o '"'.-0 to the r*(`1"
"ght 1.1.. .
1 (�)l 149, MASTRIER A, M()J 1- - R FL. # 2 66 58 , _M, INC JEARL He MAS EI-1-1 I
DRAWN'
JP
DFSI(,IP)F.D
JP
CITCRU)
EHM
OATF
7/99
'5
or 8
t1Wr pan
9B64
TOP OF WATER
FlWZriot4r=i.26'
N010H
P AIRTIAL PLAN VIIEW
St
,,CALE, I
10
_EVLATION=1.26�
P07
1 ()
CROS'S SECTION A ---A
SCALE: 1"-10
c[ROSS SECTION B [3
SCALF: 1"=10 .
CROSS SECTION C--(-",.'
SCALE, 1
_I 0,
CROSS SECTION D-1-1t)
SCALE, 1"=�10'
E C Tl
N G P, A R"I - I A ID L A N V I I W C P 0
/X, 1,-,
CONTROL STRUCTURE FOR
�'r _@ �v�uli \n I�,I��{�'n�//.
1 �
lndlRn Fliver County, nor ldn
a
2
A7113
OR C7113
CCIN 1.
5" EIVIRIF-DMENT
TYPICAL CAP SECTION
33.0' IMIN.—EXI'F-Ni OF SHEET PILING
FILL tC1 4-Jk01,-,,,
+14,0' TOP CAP
'JIM5* 10P/L0W WEIR
-1-8.0' BOT.. OTCF0
+6.'0' BOT., CHANNEL.
NO, 11 DAIF I OrSGRIP110N
MulamMara-Iff
+10.0
6?57ar -1-
0 WEIR
0
2'-0" TI-1I0K
SECTION 530
STONE RIPRAP ON
F11 TER FABRIC
LIMITS 017
SHEET PIILF� sr727- (smo)
OR
C71113 ASTEEL)
X
AZ 11 (ARF3FQ)
ASTM A577 GR. 50
m A r
12.0'1 8.0,
REINFORCEV
CONC. CAP
L
33.0'
N.-.F-XVFiJ1 or sl,jut nutw,
511 N (3 OR A 0 F,
'—SOD AND PIN ALL
v 10_ "i:
aaN
t d4r- j DISTURPED MTN%
(TYPICAI
j
ELEVATION OF WEIR -DOWNSTREAM FACE (LOOKING UPSTaEA�1h
AS
m -I
MTELLER & MOLER, INC.
H CONSULTING ENGINEERS
[)R,/APr 2205 14th Aventre
----I Vfro t3e4moh, Florida 329150
Ph. (561) 56 7 - 5300
Fox (561) 7Q4 n 106
5711 Okeerhobee, Road
Ft. Pietee, Florida 32941
Phi. (561) 466--9200
rox (.561) 466 9230
City of Sebastian,
1010 ICT-NERAL NO IFS: STRUCTURAL PRAWIN(�'4 '311AI-1- BE USED IN
CONJUNC110N WITH JOR SPECIFICArioNS AND SITE DRAWINGS. CONSULT
THESE DPAVv1I`1(',S FOR DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS..
ALI- DIMENSIONS AND CONDITIONS MIJSJ- BF VERIFIED IN THE IFIEL.D. ANY
DISCREPA"CIFS SHALL BE BRO(Al l TO FIIF, ATIENTION OF TIHE
ENGINEFF? KFORE rPOCFF[)ING WIT41 JI-Ir AFFECTED PART OF THE
WORK.
TI-IE STRUCTURE IS DESIGNED 1`0 RE SELF ,:.:;l,9rF`OR TING AND STABLE
AFTER COMPLETION. IT IS 11411 COIJrRACIOR*S RESPONSIBILITY TO
DETERMINE FRFCTION PROCEDURES AND SFQUENCE TO INSURE SAFETY
OF THE STRUCTURE (DURING IFRIFC110N. THIS INCLUDES TYIE ADDITION OF
NECESSARY ',c,',H()RING, SI-IFEIING, TEMPORARY BRACING, GUYS OR
11FDOWNS.
l(DrIA DESIGN LOADS- 'THE STRUCTURAL HAS BEEN DESIGNED IN
ACCORDANCE , WITH THE STANDARD BUILDING CODE, 1997 EDITION BY
THE SOI)IHERN BUILDING ("ODE QON(�RESS INTERNATIONAL, INC. J1-IE
FOIL OWING 91.)PERIMPOFFD I,OADIN('.q I-IAVF- KEN UTILIZED:
MAXIMUM UPSTREAM WA TER FIF.CIA IION: 14 NGVD
1120 SHOP DRAWING REVIEW: SHOP DRAWIN'OS W11-1., RE REVIEWED FOR
GENERAL comrLIANOF WITH [HE, DF',:;IGN INTENT OF THE CONTRACT
'DOCUMENTS ONLY. IT SHALL BF THE PESPOI`451811-11Y OF THE STONE
RIPRAr CONTRACTOR' TO VERIFY comirt.lArlCE WITH THE CONTRACT
IDOCIJMEN17� AS TO QUANTITY. I-ENCTH. FIEVAlIONS, DIMENSIONS, FT(;
ALL SHOP DRAWINGS SHALL BE R17NIEWET) BY THE CONTRACTOR PRIOR
TO SUBMITTAL_ TO THE ARC"II-F(J/FNGIIJFER. DRAWINGS SUBMITTED
WITHOU 1 PFVIFW WILL BE REIURNFID UN(-)IIF('KFI).
SHOP DRAWING SUBMITTALS SIIALL INCLUDE ONIT SEPIA AND 'THREE
SETS Of PI-IJEFRINI'S. ONE SET or rpimS WILL BE RF*TAINFD BY ITIE
FN(II,NFFP, ONE BY THE ARCHITECT, ONE BY 1HF LOCAL, BUILDING
DEPARTMENT (WHERE RE.01-JIRFD) AND THE CONTRACTOR SHAI.A- MAKE
PRINTS FROM THE ';FrlAq AS PFQIJIRFD !FQP 0113TRIBUTION.
IN AL.L INSTANCES THE CONTRACT DOCUMENIS WILL GOVERN OVER THE
SHOP DRAWINGS UNLESS OTHERWISE SPECIFIFO IN WRITING BY THE
FINOINFER,
2(111 FOUNDATIONS: SEE THE FOLLOWING, RF-rOf3T FOR COMPLETE
GEOIECHNICAL. RECOMMENDATIONS AND IN131AtLATION PROCEDURES,
SITE PREPARATION AND FOUNr.)LA11ON INSTALLATION SHALL COMPLY
WITH REPORT No,. 41307 DAIFO 3/-30/99
FARE PARED BY: UNIVERSAL EPI('1IN1',FRING 'SCIENCES (ROCKLEDGE, FL)
I I rLED,;J ONE CROP WATERWAY CONIROIJ.. SIRUCTURE, ROULETTE
SIP , S FEJ ANO 1317ONFCROP SIREF1q 178AS, , TIAN, FL
27'-)4 STrEFI- SHEET PILING: SJEEL SHEET PILING SI IA1 L- CONSIST OF
Af'f'f)OVED CONTINUOUS, INJER111OCKING SHEET PILING AND
A I FSSORIFS SHIALL CONFORM 10 ASTM A.572 GRADE 50.
Arro' PROTECTIVE COATINGTO BOTH qIDFS Or I'ME UPPER 12' OF 'THE
qTF-FL S1111FIE' PILING, ';HALL n COAJ1Nr I r- roplER 7080 COAL TAR EPDXY
FOP MAPINF APPLICATIONS OR ITIPMEC TAR (48HI-413) FOR
IMMERSION ',1;FRVI`CF, PROVIDE COATING AS PER MANUFACTURER'S
Vf(.'OMMFNDAfI1ON'; INCLUDI'NG, S7,PC--,t;P10 !71IpFACF PREPARATION.
E1-,--EVA-f-K-)N OTES'
3102 FORMWORK AND SHORING: NO STRUCTURAL CONCRETE SHALL BE
STRIPPED UNTIL IT HAS PFACIIEO A'T LEASTTWO-111IRD, - OF ItIr, 28 IYA
DESIGN STRr-NGIH. OESIGI`4, ERECTION AND REMOVAL OF ALL
FORMWORK, SI-IORF(; AND IRE SHORES SHALL MEET 11IF REQUIREMENTS
SET FORTH IN ACI STANDARDS 347 AND 301,
3201 REINFORCIN('. SIFEL: SHALL RE ASTM A615 GRADE 60 DEFORMED BARS,
n r- r- 4r p NTT
Rf f— A 'UST A Elr% A
Ff,%F-17� r- OM OIL, SCALF- MKID I t%q' W PLACED IN ACCORPAl"'IC-F -1
111E TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI
STANDARDS AND SPECIFICATIONS. 'SECURE APPROVAL OF SHOP
DRAWINGS PRIOR TO COMMENCING, FABRICATION.
3.30,2 CONCRETE, SHALL. BE PER AN APPROVED MIX DESIGN PROPORTIONED TO
ACHIEVE A STRFNGTtI AT 29' DAYS AS TASTED REI-OW WITH A PLASTIC'
AND WORKARI F MIX:
CONTROL STRUCTURE FOR
f U
ii I�G53Nri�i'/.^\11
D
A
aJ,\��l
4000 p94 FOR ALL STRUCTURAL CONCRE'TF.
CONCRETE `,HALL IBE PLACED AND CURED ACOORDINO TO ACI
STANDARD,'.'; ANI) SPECIFICATIONS,
SUBMIT PROPOSED MIX DFSI(;N W11H RECENT FIELD CYLINDER OR L.AF3
TESTS FOR REVIEW PRIOR TO USE. MIX. SHALL BE UNIQUELY IDENTIFIED
BY MIX NUMBER OR OTHER POS111VE IDENTIFICATION. MIX SHALL MEET
THE REQUIREMENTS OF ASTM C33 FOR COARSE AG1('-R,GATE TRADE #57
MINIMUM, CONCRETF SHALL OOMPLY WITH ALL THE REQUIREMENTS OF
ASTM STANDARD C94 FOR MEASURING,. MIXING, TRANSPORTING, ETC,
CONCRETE 'TICKETS SHALL BE TIME STAMPED "TEN (,ONCRETF- IS
BATCHED. THE MAXIMUM TIME ALLOWED FROM TRF TIME THE MIXING
WATER IS ADDED Utfilt IT IS DEPOSITED IN ITS FINAL POSITION SHALL
NOT EXCEED ONE AND ONE !HALF (1-1/2) HOURS. IF FOR ANY REASON
THERE IS A LONGER OF -LAY '111AN THAT STATED ABOVE, THE CONCRETE
SHALL BE DISCARDED. IT SHALL. BE THE RESPONSIRII-ITY OF THE TESTING
LAP TO NOTIFY THE OWNER'S REPRESENTATIVF AND THE CONTRACTOR
OF ANY NONCOMPLIANCE WITH THE ABOVE. ALII, COIACRFTE SHALL BE
WATER CURED FOR 7 !DAYS AS PER ACI 308, CALCIUM CHLORIDES SHALL
NOT BE U-111,17FD; 0111ER ADMIXTUIRFS MAY RE USED ONLY WITH If -IF
APPROVAL OF 111F. ENGINEER.
ALL CONCRETE' DESIGN MIX SUn-MIfTAI-S SHALL INCLUDE TESTET),
STATISTICAL RACK -UP DATA AS PER CHAPTER 5 OF ACI 31R--89.
WATER/CF-MENT RATIO FOR CONCRETE SHALL.- NOT F)e(,F--ED 0,45 RY
WEIGH 1".
FILTER, FABRIC: SHALL BE "RirRAP FILTER"' CONFORMING TO SECTIONS
514 AND 985 OF' T14F FLORIDA DEPARIMENT (IF TRANSPORTATION
STANDARD SPIECIFICATFONS FOR ROAD AND BRIDGE CONSTRUCIION, 1991
EDITION WITH 1994 AMENDMENTS (11FREAFTER NOTED FOOT SPEC),
RUBBLE R1rRAP.- SHALL CONFORM TO 'SECTION 530 OF THE FOOT SPFC
EXCEP T MfNIMUMI DENSITY SHALL PE 1,9 AND GRA0A 1I0N SHAI JL BE
SUCH J`HA1 MAXIMUM INDIVIDUAL WEIGHT SHAIA. BE 75f, 50%. OF PIECES
SHALL WFIfZI-I 30# FACH AND MINIMUM STONE WFIGIIT SHALL BF 4#,
(",DITCH I-ItIINC, PU8RI I- ")
'Tills ,n all *,:vmwOo W141,,h b"t fbo copy-, f
Of momiliflOr ft 10010" lam to v0pled woloy r
Mtl*koq- & m0tr, h,* Tb000 0"umonfe are
PIO+Ade-1 to the ,"w W*ly rn -)nnsofloe with
thl* project. Any other ugo x mos of thew
dom—,om ot- ativ remnduellon, dlopl*y, se,49, or
ou,"I 'flopotuten of the.* tiocuments by myqv*
It 01tro.,10v p-hFhlf*,1 Without rntutfont of
Mb#fW,- * Me)-, ine romsmt fn the porl"'o
("Trill-f to.,,
OV 1990, MA(--, TFI I ER & MOLER, INC,
Indan river county, Florida I
DRAWN
DFql0NF() EHM
[vim
()Art JUNE 1999
RCALIE AS NOTED
514KET 7 T
ARL H. MASTELLER,P.F., FL#26658
361
2 1/213/001 REVISCO FOR BID
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NOTE: W
► I LA] 0 AclIMMEDIATELY FOLt.-OWIN.-G 14
OPERATION, THE CONTRACTOR SHALL CLEAN 0, W L = 8. 0± I _j
_
THE AREA OF DEBRIS FROM ROLLFRCHOPPING ffi� "N, 1-30TTO M 2.
AND REMOVE THE DEBRIS TO AN UPLAND SITE
S.
DESIGNATED BY THE C1 1-Y W-11CH IS SUITABLE N, 10 4
op, to
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A
STONECROP STREET (50' R/W)
z
IT I), MONTROSE AVENUE
(0501 R/W)
m M1 ASTELLER & MOLER, INC.
JRP/EHM m CONSULTING ENGINEERS
DR/ArP 2205 14th Avenue
Veto Beach, Florida 32960
Ph. (561) 567-5300
Fox (561) 794-1106
5211 Okeechobee Road
Ft. Pierce, Florida 32947
Pit. (561) 466--9200
Fax (561) 466--9230
L I G1 E-1 N 1)
OBLIGATE PLANTING AREA " 2.4 ACRES
FACULTATIVE PLANTING AREA 0.8 ACRES
TOTAL ROLLFRCII01' AREA 3.2 ACRES
OBLIGME AREA
FACULTAFIVE AREA
NAME
N1JMI31=R
NAME
NVMBFR
C1YPRF,Sq
75
REID MAPLE
is
TUPELO
24
SWEE-1 GUM
18
POP ASI 1
2.4
HA('1KRFRRY
4
NODES:
1, ALL -IREF.I.3 SIJALL.RF (3) GALLON S17F (4-6 rFFT TALL.)
2. ALL 'IREFS SHALL RE rLANIFI) ON 20' CFNITTS
3, THE PLANTING PROGRAM WILL_ BE SUCCE13SR11- BASED ON 100%
SURVIVAL_ FOR 120 DAYS FROM DATE OF' c,(JR',TA1\IIIAI,., 00WI-FTION
AS DE'TFRMINFD BY THE ENGINEER
i 61
JAW,
40"14%
4p-
0
to
W
W
N, 11N,
11
TIE -LINE
-W_
S,06 1"m w
49.24'
— a �"p fl(I mp "I- --*,.
Inw.wil-10, 74 12"XIF" emp _1W
InNimrt-1-1 50 W
60- rmr
NTR"L �"TURF
7 R `0 R 0
C
/A _f..\
D
60)) 1...'ON— V#//�,\
City of Sebastian, Indian River County, FlorldR
OpAym JRP
"Title 10,111 doru tmtE wWh h*% the ev'Y'lght
Of M"tolf-, & Mc --,, 1pc. Is vs-kod oolely In
Mante"m & met" I'm 701f.49 doeum9mv or*
ra,04od In tho -,or solely in eonneoltm with
DF.WN"Wo J RP
At , 01,,W use W imion of th"s
or an ippmd%,0k)n, dI*pNy. 9mo, nr
Ot%ft 41ppowltIm if Ibr*e dam"nts by "Pywo
It Itxrtg+sjy PF"OhItO4 .1thout rn"gent of
masholtv * MME., Inc.fodwcil
011trfohi I qW,
cli"01) EHM
ItCALF AS NOIED
8 8
(7?loq(), MV',1FIJFR & MOLER, INC,
EARL H. MASTELLER,P.F., FL#26658
JrAr, NO 9864