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CURB INLET #6
STA. 6+30
32' OF 15" RCP
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= TOP 23.0
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INLET
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TOP =23.0
INV.= 20.75 \'r\. —j �._� _.. ?s•O �. f \ \ CURB INLET #14
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1 CURB INLET #13
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TOP
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06
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1 I
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E. INV. _ 20.25 E. INV. 11-4.: — --
} 1 W. INV. — 20.50 W. INV. — 20.0
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tiN W42'34' E 19,83.67'
Iry era PROPOSED 30' SWALE
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PAVING AND DRAINAGE PLAN.
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LEGEND
HANDICAP PARKING SPACE
EXIST. SPOT ELEVATIONS
PROPOSED SPOT ELEVATIONS
SURFACE ',WATER FLOW DIRECTION
PROPOSED STORMDRAIN INLET
PROPOSED CURB INLET
i
PROPOSED MITERED END SECTION
i
PROPOSED STRAIGHT END SECTION
,
PROPOSED CONTOUR
CENTERLINE SLOPE
I
i
ENERAL NOTES:
LOADING AREAS AND! DRAINAGE FEATURES
SHALL BE DESIGNED !AND CONSTRUCTED BY OTHERS.
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I. ROADWAY II. DRAINAGE SPECIFICATIONS
GENERAL .
STORM 1NLE711S AND MAM IDLES SI IALL BE CONSTRUCIED IN GI NERAI, A(.CUlil )ANCii I
IT IS
. WITH SECTION 425 OF 171E STANDARD SPECIFICATIONS OF TILE FLORIDARIDA UL1'AIYImEr,ri' I
INlENUED T71AT THE FLORIDA DEPARTMENT OP 'I'RA[JSPUR'I'A'I'!UN "S'1'AtNUnRU OF TRANSPORTATION. 1
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 1986 BE USED WHERE j .
APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING T1IEREIN REFERS CUNC13r-rr SIIAL
MITERED
END
DIMENSIONS
D
X
A
B
C
E'
F
G
'
M.
Single
Pipe
Double
Pipe
Triple
Pip,
Ou6a.
Pipe
15
-7
27
409
636
4.03
6
1. 2
r6-3
1•
9T9.
2.37
16
2-10'
236'
S.12'
t48'
5.03'
9'
141
roz
775
tO.56'
1342
24
3=5"
3'
7.16'
971'
7m'0
I •
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8.
.33•.
1575
30'
,'-3'
2.70'
f 5'
11.95,
9.03.
Is,
2.00'
6.08'
33,
M56'
N •
6
5'-I
2.87
11.31,
W18
0OS'O
IS
2.24
667'
u.75
/683
21.9
2
i 6'-0
305 '
1337'
1642'
I303'
17
2 45'
7,Y5•
p.25'
1925'.
25.25•
8'
�,4
6'-9'
3. 22'
1543'
law'
1503'
19'
2.65'
7.83'
1458'
2t 33'
2606-
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':: • K �° I I U O
Tl7'TJiE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSI'URA'i'TUN AND PEIISUNNFI,,. A MINIMUM 28-DAY COMPRESSIVE S'1'IuiN(i111 OF' 3000 PSI. c 6.42' n c.ts' oe...,....,tin.°r.aw.,r.°re'ne.e«eMMr.oM. 4. M
O 10.40' O ro.10' Din."s,." ,rr�,nN +e d,e" Wf N Ir .,eweas4 ¢q NM+••r. I Ofl 1 „ II `
DO Cw•cs+s ales rMn ee e4see„w ro rv,w ►14pe Berns ae.,, d ass. See rsa„4 M+e.. j� (_ -O (-O# Oto SUCH WORDING IS INTENDED 1O BE REPLACED WI'J'11 '111A'I' WORDING WII[CII WUUJ,U a ��� ;
ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, F' 7 = 4U,000 _�� I _ �_ W
PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS yy - I+ _
. FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICAT'IUNS" PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITR ACI 318-'71. j 1 W ,
FOR THIS PROJECT. Sod L t Beveled or rtoane Corners �' I :1 0
PRECAST CONCRETE MAMIOLES AND .STORM INLET'S MAY BE USED UPON '171L' ENGINEER'S r ��_ _ j-
APPROVAL OF 1'1tE MANUFACTURER'S SHOP DRAWINGS. = I / ',J 6rvte i \ �. Yy% I
FT EtQ/aZlrilJ 11 !JL 1
IF WITHIN THAT PARTICULAR SECTION ANOTFIER SECTION, ARTICLE OR PARAGRAPH \�� .
IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. q ° ' I .. . COMPII�TED LIMEROCK
STORM SEWER CONSTRUCTION SHALL BE IN ACCOIU)ANCE WIIII SECJ'.IL" 430 AND ' ' :
1 ' --- _ - -- I' ' `
ALL WOftIC SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFURM WITH ALL RELATED SECTIONS OF IliE STANDARD SPECIFICATIONS OF TILE FTORIDA DEPAR'1MGN1' � ---=== ---- ---.. ��: - - =� - i 1 ! ��(� �(t�t)CjE ZO oiBY� p F) a 0 6
M4X • MNSIT`l
APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS ANU/UR CODES. - OF 1'ItANSPOIiT'A'1'ION. Q�,`', , - ; ,r -_ : 1 .
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND, s � , 1 ii j
9 c ..\13a. COMPACTep SU��4oE
L _
LICENSES REQUIRED BEGIN WORK. --- .
7l cONc tL'rE - -s =_=_- __===_ =___ ---`= ===- -- ; �\ 1 . TO 98'/. MAX• DENSIT
T !; CONT'RACIOR SHALL GIVE T'IIE ENGINEER 24 HOURS "yi'ICE PRIOR It) REQUEST- . j ° y ° : ° I ^ - Y
1.ING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIP14ENT "NECESSARY '1O UNLESS U'111ERWISG SPECIFIED OR INUICA'tED, ALL CUINCIIL'1'L' SHALL HAVE A MINIMINI 1. ._ . _ . _ _ .
PROPERLY TEST AND INSPECT TIIE COMPLETED WORK.
COMPRESSIVE STRENGTH AT 2t3 DAYS -0F 3000 PSI. ALL WORK SIIAI,1 CUIPLY WI'111 F°"`"'r _ ; % I .. fir/
111E CURRENT EDITION OF TILE AMERICAN CONCRETE INSTITUTE (ACI) 1UILDING
1 Co -Crete SICD, 3- Thick, Reinforced With
'I11E CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FUR A PERIOD OF CODE AND I E APPLICABLE BUILDING CODES HAVING JURISDICIION IN '111E AIM. WWF6.6-W1.4,W14 �" �Se6 • ' f :.
ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL F'AUUI'Y -1- / i1� //
CONSTRUCTION AND/OR MATERIALS SHALL BE COR[iECT'ED A'I' THE CUNi'RACIUR'S CULVEtYl' PIPES TOP, VIEW - 51NGLE PIPE i W
EXPENSE.
REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE IN ACCORDANCE Wl'111 SEC1'IUtJ% I fir PAVEA�fE'/VT O Z; 2 Y W
941 OF 111E STANDARD SPECIFICATIONS. 1 -
F�.
. z 3 u W
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..1
GRADING .. _ . - - __- - -
' O W _ U
m N W H
�� - •
j n -� O G U ID IA
THE CONTRACIOR SHALL PERFORM ALL GRADING NECESSARY 1'0 ACHIEVE '111E PROPOSED PRECAST INLET'S , 4:,/ /// .
.Sod a l r ri j 5 UNREtNFpRGED' .4'• -
PLAN GRADES INCLUDING TYPICAL SECTIONS. ! N°�I COI\IGhtETE PAVIlrNT OIII
hLL S'lUIIM INLETS MALL BE PRECAST REINFURCEU CUNCIII;1'L' 1tJ ACC(7irDAJCE WI'111 s •I
ALL WORK SLIALL BE IN ACCORDANCE WITH SECTION 120 OF 17[E S'I'NNUARD SPECI- i ���' r, . . N -a --
TIIL•' DOPAILS SIK)WN HEREIN '1'IIE PROJECT UGI'nILS. 1'YI'I: .11 ttllil'I•nND ('IMhNI' ,� SOO"�+a•� b� I ! -
FICATIONS. SHALL BE USED IN 'I1TE CONCRETE MIX.' CONCRETE SHALL 1ll1VE A MINIMUM CtMI'IIESSTVli e - �u
S'TE2ENG'T11 A� 28 DAYS OF 4000 P.S.I. e Pta+�ere Co+recrs *• t . �'
, , �,�..�
" ,...
y a „ Sodak'-mil .o. `R+d1 _ ...- ::��. 'i.- - - .-_. __ _ ... _ .._:... _ .. -- ----- - '- - .
-
-
STAKING ,A
_�
RECORD DRAWINGS I IN°r Lea Tn°n o .ra Bar °
,WA
N TRUCTION STAKING WILL BE PERFORMED BY THE CONT'RACIUR. LNo Pepe )on+'Permrlea 16' I a' sae • s,ope: Vl
COS// / / . 1 ; . .11,4ss AoOro.ea The E er E I To f6 Pipe For Pipe ,e' A,M smouar.Z - +
1, WCONrIZACIUR, SHALL KEEP AND MnINI'nIN RECORD DRAWINGS 'UN '1'I1E PI(t)JI C'I' 51'I'IC �Fa'A: � F IP1pe To5e ►d,eeeuseru 1 Prue For 14i1e.ea End secrionl i O
-
AT ALL TIMES WHICH SHALL BE ANNOFNI'ED BY THE CUNI'RACIUR DE'PICl'1NC; ANY 2:I Far c+oer 2a-Ana Larger.
H
S/ / I
TA3ILIZING CHANGES MADE IN TIIE FIELq WHICH DIFFER FROM THE CONTRACT' DRAWINGS. RECORD ' • SECTION 1 ,, to a
a���,
DRAWINGS SHALL INCL1IUE, BUT NOT LIMITED TO, INVERT AND 'lt)l' I:I•I:Vn'1'IOPC; 1 fl m W a
STABILIZED SUBGRADE SHALL BE CONSTRUCTED 'IU '1'l1E F'LURIDA BEARING VALUE Cerr COMPD�T�D SUI3GRApE U m w a
OF CULVERTS AND INLET S'TIIUC'1'URES. CONI'RACIUR SIVILL SUI3MT'1' CUMI'I,IPE AND :j (�
PLMI ANU IN ACCORDANCE N CCMPLEI'IUN OF PROJECT' AND PR1UR i 11 TD C!)50/. MAX. Pet4451TY 1 v i- 0 m
AS PER PLAN FOR THE DEPTH AND LIMITS SIICWN ON T11E FINAL RECORD DRAWINGS TO ENGINEER UPON
WITH SECTION 160 OF THE STANDARD SPECIFICATIONS. FINAL INSPECTION AND FINAL PAYMENT. Ii O W =,z in � m
TO (A 0 F ro
. -
(TYPE C S'TABILIZATION). ALL STABILIZED AREAS SHALL BC C(lPAC1'EU 'lU
_ _ _ _ - _ - i:.. __... _
- --
z p
DENSITY AS DETERMINED BY AASIIO T-180.
t- N.V.O..
AT LEAST 98% OF THE MAXIMUM ,
•
4
III INSPECTION
BASE COURSE IMINIMUM CONSTRUCTION INSPECI'ION CIIECKMINTS .
THE BASE SHALL BE CONSTRUCTED OF EITJiER LIMEROCK MNI'ERIAL IN ACCORDANCE, 11113 ENGIIAMII SHALL BE tJ►YfIFIED:
WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WI-111
SECTION 915 OF THE STANDARD SPECIFICATIONS. A. PRIOR TO ANY MAJOR M'IATION FRCM 71113 APPROVED PLANS.
LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND B. PRIOR IU BACKFILLIINO,ANY PIPE TRENCHES.
CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH '
SECTION 250 OF TIIE STANDARD SPECIFICATIONS. 111E CONTRACIOR SIIAL.L PROVIDE C. UPON COMPLETION OF SUBGRADE GRADING AND COMPACTION.
' ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MNI'L''It1AL. RASE SHALL
. . . .. . . .. J
I . . .li _ ] r a
Q N o' W
. j
j Z m
11 �-- A ! E c a v Q
- Q W
_ *6 Bars o 9" " _,
. !I 9 b� m
. r'6 Bars .. a
/� e= U)
! a - h �/i
. e O . _ 1 . . i ! ) 1 ��
. . . 1 " cc `
y I 1 i A6 Bar$
BE COMPACTED TO AT LEAST 98% OF 111E MAXIMUM DENSITY AS DFIERMINED BY ••D, UPON BEGINNING OF SP[iF.AI)iNG OF RUCK BASE Mn'IERIAL. 8 Bock Of Curb 6 Bars 6
AASHO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. ", ' ". {
E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR C . - C . l.- � _N.I..-_ A
- TU PRIMING. 1 Face Of Curb 5" 0 Concrete Support Post
PRIME AND TACK COAT S/-('ol( G C3 31-Coll *6 Bars O 9" �-•► A
F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. •I 10" l
PRIME AND TACK COATS 1012 111E BASE COURSE SHALL BE IN ACCORDANCE WI'I'1I Dor9'AKl Dar-SF3tN Sit \� PLAN VIEW •
SECTION 300 OF THE STANDARD SPECIFICATIONS. G. UPON COMPI,EIION OF CONSTRUCTION. 3r ,
- lii "6 Bars Unless
_ t� "6 Bars O �2'_ Otherwise Sho:.,n
ASPHALTIC CONCRETE SURFACE COURSE (A.C.S.C.) STANDARD ENGINEERING NU1'ES t- = li' F.C. Of Gutter 9" Ctrs. 9"T61� 3 1'-
. t� r 2- A4 �S , 4" OC. _ o `t id I I L t - "
TYPE II ACSC SHALL BE CONSTRUCTED FOR THE DEP II AND LIMITS SHOWN ON THE GENERAL _ _ _ _ _ - 6 Bar 9 C}r"
PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 and 331 OF '111L' STANDARD `'c / " /
"6 Bars
/.r \ dl G w io I
SPECIFICATIONS. 1. 111E REQUIRF7�IENTS OF 171E INDIAN RIVER CUN!'Y Ui'ILI'I'IES STANDARD SPECIFI- `/rr� �� " S-]
CATIONS AND STANDARD DETAILS 'SI[ALL GOVERN ALL UTILITIES WORK. W11EItE ' 4'la" I'-5��
�%. .< W 6 If t *4 Bars . u
Yri- w4 4 -� IN r'" - O 8" Ctrs !r4� 7 Bars-+ ♦^
' A. CONFLICT EXISTS IN THE REQUIREMENTS OF A REFERENCED MATERIAL.OR __ } � . 3'-0" 6'-0" N
TESTING =rr, % Both ways
INSTALLATION STANDARD, THE REQUIREMENTS OF INDIAN RIVER COUNTY UTILITIES _ - _ Gutter !La u W
SHALL PREVAIL. WHERE T11C REQUIREMENTS OF A STATE OR LOCAL AGENCY Gw D or* G a - - #4 Bars O 8" Clrs. Z
THE CONTRACTOR Sl(nr•r, RETAIN Ile SERVICES OF AN APPROVE 1NUEPENDL•'NT Trans. I
AND HAVING JURISDICTION ARE MORE STRINGENT', I71USE REQUIREMENTS SHALL 4' 0" Diameter /IS
ON SUBG E BASE SECTION 88 (INLET TYPE 4 SYMMETRICAL ABOUT 1F 1
TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS PREVAIL.
SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TU ANY e
- I REINFORCING SECTION I "
REQUEST FOR PAYMENT ON THE ABOVE ITF1dS. @, THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, A'1' ALL TIMES, -
E COPY OF INDIAN RIVER COUNTY UTILITIES STANDARD SPECIFICNI'lONS .. FFF ----------'�I 4�-O�,r. D/A. STRUCTURE BOTTOI%i (SECTION AA % Q
THE SCHEDULE FOR TESTING OF TITS ROAD CONSTRUCTION SHALL BE AS FULULMS: 4' 0' 1 /' 6" r,
AND STANDARD DETAILS, ONE COPY OF TILE CONTRACT DOCUMENT'S INCLUDING Q V
PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED � I' 6" V " M
A. SUBGRADE: 1 . LL
I P - I I
CONSTRUCTION PERMITS. GENERAL NOTES LL
• I I I I .
(1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS 3• CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE `°
1. The finished grade and slope of the Inlet lops are to U
OF NOT MORE TkiAN 200 FEET, OR CLOSER AS MIGIPI' BE S'TARfING CUNS'fRUCTI(>cI.
NECESSARY IN T1tE EVENT OF VARIATIONS IN SUBSOIL CUNUl'1'lUNS. See Nate :r 5'I0 Concrete, `D E_ Conform with The f/nhlmf cross scope and grade of The Q 111
proposed sidewalk and/or border. LY t `
Fl4�IS4t (� �r'yMI3STJ No. 4 _ SuDDON Post I Z. When Inlets ore to De constructed on a curve. refer to The Z
SHALL BE TAKEN A'I' INTERVALS OF NU MJ[tE '111/1tN q, ANY DISCREPANCIES ON TFIE DRAWINGS SHALL BE �[tUUGIIT TU TIIE A'1'1'ENT'IUN - I
i plans to determine the radius and, where necessary, modify
�j= 10" ' the inlet details accordingly, Bend steel when necessary.
(2) DENSITY TESTS1 _ ,
200 FEET OR CLOSER AS MIGHT BE NECESSARY. OF THE ENGINEER BEFORE CCX�MENCING WORK. 0 -
. i_rm 1=u 6" Concrete Ord t l -9"
_>� 3. Alt steel In Inlet top shall have �� minimum Cover unless
G•t3. 8" Brick. I6"C 4�-O" 16 1 otherwise shown. Inlet fops shall be either cost -in -place (�
B. BASE: 5. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE CUMME'(JC1NG WORK. .
or precast concrete. V 1
DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF N(7f LURE 'MAN 6, THE CONI'RACPOR SHALL CONTACT ALL CONCERNED UTILITIES A'1' LEAST 48 _ DIMENSIONAL SECTION A -A 4, The rear wall p with of Intel fops Types 1, slob
dr r may Z Z
(1) .
500 FEET OR CLOSER AS MIGHT.BE NECESSARY. HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. I' q',6" u e ' ,� be constructed with brick. Dowels to too slob required.
6. For supplemental details See Index No. 2CJ1. 5 Q
PA1'I'EItN F'R(V A POINT' GES OR DEVIATIONS FRUM DESIGN 'IU BE MADE Wl'111UU1' PR1Ull I . t . - t
5. Only round concrete support post will be occeplable. Q 'w
u,
ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING 7. NO FIELD ClUO
12 INCHES INSIDE THE LEFT EDGE, 10 THE CENTER, TO A POINT 12 INCITES APPROVAL OF THE ENGINEER. '�
INSIDE THE RIGHT EDGE OF THE ITEM TESTED. .
IF ANY TEST INDICATES THAT THE WORK DOES Nor MEET THE SPECIFICATIONS, .
'.
T11E SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND F2EJ'F.S'I'ED, A'P CONSTRUCTION IN STREETS AND ROAD RIGHT-0E-WAYS 1 d' 'O
THE CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF TIIESL•' SPEC1l•'LCA'I'IUNS _, -\
ARE MET.
1, OPEN L20All CUTS REQUIRES PRIOR APPROVAL OF '11IE CITY, COUNTY, S'1'A'1'E Q C�
ALL PASSING TESTS. SHALL BE PAID FOR BY THE OWNER- ALL FAILING TESTS OR ANY OITIER AGENCY W[IICH MAY HAVE JURISDICTION.
SHALL BE PAID FOR BY THE CONTRACTOR.
2. ALL CONSTRUCTION, MATERIALS AND WURICMANSHIP ARE lU BE IN ACCORDANCE 1
WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFiCA'1'IONS AND STANDARDS.
T. These inlets are to be used with Curb and Gutter Types E A ■ 6 r , and F. Locate outside of pedestra;n Crosswalk where practical. 0. J
t
- 8. For sturcture bottoms See tndez No. 200.
.b A W
j _� ..
II1. Future Curb And
G - - Gutter Constructlon 1. ,
- .1 . .. v a b A \ . r B 20' R or as .
CLFN1-UP _ _ \
3. ALL AREAS IN EXISTING RIGIPT-OF-WAYS DIS'1URClED BY CUNS'1'RUC"i'1<)N SHALL .-y c . 1 42��� �� r C, Shown on plans
i I L4_0 Jo
. _
. , I 1 d MA'I'hIt I Al , RECEIVE GRASS, MULCH OR SOLID SOD. - --- . - _ - .
Exp. lint p
f111: WN1'11AC1UR MUS1 1'1(UVlUL, CLEAN-UP Ui EXCESS (.ON.+I ItUC.I I i . �, .. .,
Uli)N CUMPLEI'IUN OF 11(E PROJECT. 1'HE SI'1'L' MUST BE LI F'1' LN A NI A'1', CL,EAtJ, ��,
GRADED CONDITION. 4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL 0[2 S'1'A'1'E AGENCY I 0 LL
I[AViNG JUf2ISDICTIUN. A C
" 4 ' - - - _
RULES AND RF:GULA'1'IUNS OF '17IE Volle� utter Curb And Gutter d Q
5. 'FIE CCNI'RACTUR SHALL COMPLY WITH ALL I11
STATE, COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING I I'-10. I, 2. PLAN to r�
TILE USE OF PUBLIC S'fREE'TS OR HIGHWAYS. . . - MiWV.t 6���M�� Z�Ljj v `I'l1
_ _ F'-
t ! • 6. TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY RIGHT -OF' -WAYS SIIALL r;t- Sri\.... .
6 1 6 MEET THE REQUIREMENTS OF THE MANUAL OF UNIFUf)M TRAFFIC A CONTROL DEVICES 4 0-
Tii� w Gin Q rVn♦
Y 3'"� � V.
(U.S. Dar/ F1fA) AND -11TS REQUI RFI` IEV TS OF 111E S'1'A'I'E AND ANY LOCAL AGENCY }' CJ jT G•B .
t1AVING JURISDICTION. - 41 �I' SECTION AA J
d
7 ` i a' .t r R y� W11
�D i ; L _ r Z
z mEI
z
B Q
2'R 6' !I'- r___ 1'_r N N 11
t' _ `0
")� m
- . . . . i �! Ez. L .; !'*; I ,,.,.�j to t.- 9
. CURB AND GU T TER TYPES E & F r, - r- S H E E T
I - �.TIGiJ ` '
\ i _ -- - - _:�_ -__ SECTION CC
. ' -
I . !.I . .; I IVALLEY GUTTER ��� _ -` g� 2 F 22
1.. ! .1�0�
- i _ . . 4 89-383
. ,
b
, '1 . � i
--- �..• n Edge Of 6
..' '..
Pavement Top Of Curb
�+ • Gutter � -�I
O N
I �I 3' Tronsltion
PLAN PROFILE I
- _ ---- __ - _ - - - _. _ _ _ . .. - : _ - FLARED END I
STRAIGHT END DIMENSIONS
Opening Area
;(SF)
Dimensions
:
D
Nu,nber Of Pi eJ
e e
C E
F
G
S
!
2 i 3
4
15'
1.23
2.46 3.69
4.92
I'-11'11'-2'
4'-01•-10
1 -2
a-6
-7
Is.
1.77
3.54 5.31
706
r-2.1 r-3-
4'-6- I'-11-
I'-3-
I'-O•
2'-10"
21,
2.41
4.82 723
9.64
2•-5.1 r-4•
S-0' 2'-O'
1'-4'
1--6'
J=2'
24'
334
629 9.42
re s6
r-e' ,'-4'
S-6' r-O'
r-4'
r-O'
S-5-
2Y
3:98
7.96 I1.94
1192
r-11'1 r-5'
6'-O' 2'- I'
I'- 5-
2'-6'
J'-#Cr
JO-
4.9,
942 14.73
N.64
S-2' r-6'
16'-6' 1 2'-2'
/'-6'
S'-O"
4'-7-
36-
7.07
14.14121.21
20.20
3•-e'1 ,'-6'
r-6 2'-4
,-6
4'-O"
s'-1
42'
9.62
19.24128.86
3d48
4'-2'1 r-10'1
e-6'12'-6'
r-0
3'-O'
6'-O
46'
12.57
2534 3771
1 5026
4'-8" 1 r-1'
9'-6'1 r-9'
r-0'
C 0-
6•-9'
54'
15.90
31.80147.70
83.60
5'-2'1Y-6'
10'-6'13'-2'
2'-3'I
r-O-
r-6'
2 LOCKING
CURB STOP
-WITH PVC. PLUG
;
��•o'•�
AROVED, METER 13OX r' •
•��
��'
••
•••�•
G•i
12'MIN. LD.
PLUG ("M..t)
. ,
• .o c
• 8
•
2"
P.B.
I C.Y 3/4" GRAVEL
OR CRUSHED ROCK
BRASS 90" ELBOY1 .
2 'CO RPORATION.STOP./
30� MINIMUM+STAINLESS
STEEL-
r
-0RBRASS NIPPLE,".
.0..
THRUST BLOCK`: SCHEDULE
PIPE'
HOLD
150 P.S.1. TEST PRESSURE
90"
45"
22
I 1/4
LAT.
TEE
PLUG
SIZE
DIMENSIONS
j
INCHES
E MIN.
B
A.
q
q
q
•
4
10"
7"
Id,
6" -
3„
3'�
7„
7..
Id,
7„
8,.
6
16"
l0'•
15••
g"
4,
4'
10t,
10"
12
10"
8'�...
8
20
'14•
18"
10"
5"
5"
14'
14'
14'
14'
12,
10
2 B"
16"
24'
14'
7"
T"
16'�
Id'
16"
16
14,
!Z
30"
2Ci'
26"
16r'
8"
8"
2d
20"
18"
20,
20"
TT- ��T- T- --t-1- .
\ � . 1
1 '/
——____ _� �� .� ��• ..•- .• •s .r •—I-•1\V v- 1--.v VI Iv •1\ 11♦ 111�-. -' .
r� P Tne c- TO ME KNOWN TO BE THE PERSON FOREGOING PLAT, THAT THE SAID PLAT IS ;CORRECT` PRESEN—
y
DESCRIBED 1N AND EXECUTED THE FOREGOING DEDICATION TATION OF THE LANDS THEREIN DESCRIBED SEBASTIAN GENERAL PARTNERSHIP , B.F.T. BED AND PLATTED OR
WITNESS AN P A FL 1DA GENERAL PART ERSHIP
AND ACKNOWLEDGED ;THE EXECUTION THEREOF. SUBDIVIDED, THAT PERMANENT REFERENCE MONUMENTS AND
ol IN WITNESS WHEREOF, I HAVE HEREUNTO SET, MY HAND PERMANENT CONTROL POINTS HAVE BEEN PLACED AS SHOWN
AND SEAL ON THE ABOVE DATE.
THEREON AS REQUIRED BY CHAPTER 177, FLORIDA STATUTES
WITNESS CARL - FISCHER HENRY A. SCHE , GENERA(6, ARTNER ;; -AND THE CITY OF SEBASTIAN SUBDIVISION AND PLATTING
nn ORDINANCE, THAT THE SAID LAND IS SITUATE IN INDIAN RIVER
�- .. COUNTY, FLORIDA.'
SEBASTIAN LODGE, N° 2714, BENEVOLENT AND ,..,
WITNESSES : PROTECTIVE ORDER OF ELKS OF THE UNITED NOTARY PUBLIC
ST E OF AMERICA, INC. MY C01U1 %i EXPIRES 3"'
E,
++a
JAE A 01�i1L '�`z- DATEKATHERINE C. MORRlS CARL FISCHER DAVID H. SCHWARZ EX TED RULER - TRAT
..�
_. ,,� . . � .,�_- ; : .•., •ti. �, - ;max, - �F;'
'Tjyr . .
'" a. - �, -,. .— . Imo.: ►' -. ' - i ..+�'+. � . -: - , - � +' �i;?r1 +J . ,
j7.
4x THIS- i�S7 U -M -A$ MF-PAP�ED ON
KATHERINE C. MORRIS CARL FISCHER HARVEY G. HOLMGREN, T USTEE
i
I SECTION 13., TOWNSHIP 31 SOUTH, RANGE 38 EAST, CITY of SEBASI IAN, INDIAN, HIVLK UUUN I Y, rLUNIU9
SH E ET
2
OF
2 '
�i
i,
I
,I
jj
/ N 890 32'56" E 332.81'
/ i 00• I .�
V,► � � it '
�o LOT
ol
00 ip, ��3 S1 � 0 100 200 300 400
co
- UTILITY EA SCALE 0 I = 100 t EASEMENT T o '
O tiLOT o
C.
�b O
S TO 224 52 \ 33 S
moo/ /S 29'� / \ �O 9Ss G Sio U N PLATTED
A.
o 10 S� F
/ � s
Cj
O'
Q• O P :' t� r- � �O o�0
0
�lp Q� ` • M N I M
<v ao I '4C
w l L0 CFss/ _
o 3 �QSFM\. LOT 3 C,
� I EN
LOT T 4 %: c
--
0 LIT L9 5 b`
- � 0
4 _
m o
30' DRAINAGE ° , S /
/Pv _ _ S 89 59 49 E
� EASEMENT �-�- - - - � - - -,-
� -- --330.83 ` ACCESS EASEMENT ( WIDTH VARIES)5300
(0. R .BOOK O� 7 , PG. Da 4.7 0'
I I
`Q 1 •�'V
T
33,E / ti S TO o/5 , L.". �: �" 'r 6 y� 9 23 "E C 4
�2� S30.p ,
j o 0 C
5
! C6
10' WIDE UTILITY EASEMENT ;I
SEBASTIAN HIGHLANDS UNIT 6 (o.R. BOOK 924 , PG.28921
PLAT BOOK 5 PAGE 93 - 97
ZONING RS-10 WEST LINE OF THE NORTHEAST
QUARTER OF SECTION 13
UNPLATTED
if
CURVE
DELTA ANGLE
RADIUS
ARC LENGTH
C I
2000010011
700.00'
244.35'
m
20000'00"
740.00'
258.31'
C3
20000'00"
780.00'
272.27'
C4
I I ° 00 , 00"
600.00
115.19'
C5
11 ° 00,00"
640.Od
122.87'
C6
11 ° 00, 00"
680.00'
130.55`
C7
06006' 23"
80.0d
8.53'
LINE
BEARING
DISTANCE
L I
S
89059'49"
E
87.04'
L2
N
19 °4431"
E
99.00'
L3
N
140 12' 52"
E
62.29'
L4
N
19 04 4' 31 "
E
40.00'
L5.
S
70015' 29"
E
64.00'
L6
S
19 044' 31"
W
68.00'
L7
N
70015' 29"
W
20.00'
L8
S
190 4 4' 31 "
W
�
1 33.00'
L9
N
70015' 29"
W
38.00'
LIO
S
700I5' 29"
E
100.00'
L11
N
19°44'31"
E
252.491
L12
N
70015' 29°
W
99.45'
L13
S
19044' 31"W
162.00'
L14
N
70015' 29"W
11 .00'
LI5
S
19044' 31"
W
99.00'
I
.i
I
i
I
i
i
i
i
REVISED
i
i
6-27-91
REVISED 1-3-92
REVISED
2-6-92
—
REVISED:
6-17-91
QFUTURE ROADWAY IMPROVEMENTS
2 (BY OTHERS). REFER TO DWGS.
PREPARED FOR INDIAN RIVER /
COUNTY BY LLOYD & ASSOC.
Q EXIST. 12" WATER / 4///
MAIN / V
4 EXISTING
0,4
LIFT STATION
EXISTING
MANHOLE
Q FUTURE SIGNALIZED INTERSECTION % / / // /// 40 BUFFER /
(BY OTHERS) . REFER TO DWGS. /
PREPARED FOR INDIAN RIVER
COUNTY BY LLOYD & ASSOC.
Q 27' OF C.R. 512 RIGHT-OF-WAY /
TO BE PURCHASED BY INDIAN
RIVER COUNTY FOR PROPOSED
FUTURE IMPROVEMENTS TO C.R.
512 ROADWAY
TRACT A
/
1.53 AC.
Q
I
I
1
I
BUfLDING REOUIREMENTS A BUFFER REOUIREMENTS
1. MINIMUM SETBACK FROM RESIDENTIAL DISTRICT = 100' j
2. MINIMUM SETBACK FROM P.U.D. PROPERTY LINE = 40'
1. ALONG C.R. 512:
3. MINIMUM DISTANCE BETWEEN BUILDINGS = 20' (FOR BLDGS. A. TYPE 'B' j SCREENING.
LESS THAN 25' IN HEIGHT) B. TREES HAVING MATURE HEIGHT OF AT
LEAST 20 FEET.
4.,_ MAXIMUM BUILDING HEIGHT = 35' C. ONE TREE / 35' X 662' = 19 TREES REQ'D.
--------- -------------------� -- -- — �'— -- 2. NORTH PROPERTY LINE:
-- --------------------------------------------------
I A. TYPE 'B' SCREENING
B. TREES HAVING MATURE HEIGHT OF AT
2Q / I LEAST 30 FEET.
C. ONE TREE / 35' X 1575' = 45 TREES REQ'D.
40' BUFFER I I
2 i 3. EAST PROPERTY LINE:
Qo o° . o�o��J A. TYPE 'A' SCREENING
�o� �O OQ �1 61 0,90/ PROPOSED I B. OPAQUE SCREENING OF AT LEAST 3 FEET w/
�o / Quo Goo / / tiO `• LAKE I TREES HAVING A MATURE HEIGHT OF AT
Q• e / ---// �Fq w I LEAST 20 FEET.
i,J of i I C. ONE TREE / 35' X 1332' = 39 TREES REQ'D.
Pam, �{- I I D. ONE HEDGE / 2.5' X 1332' = 533 HEDGES REQ'D.
10' LANDSCAr E
O
TY BUFFER P.
° ( ) 4. SOUTH PROPERTY LINE:
601
A. TYPE 'A' SCREENING
�oQ �4kPa� / o�,�° oo° �o� oo° ( i B. OPAQUE SCREENING OF AT LEAST 3 FEET w/
Q�o<vo oQ oh. Q °J�h• I t TREES HAVING A MATURE HEIGHT OF AT
2 h`ti`' m Q� ``' I LEAST 20 FEET.
C. ONE TREE / 35' X 1984' = 57 TREES REQ'D.
L0AD/NG AR I. D. ONE HEDGE / 2.5' X 1984' = 794 HEDGES REQ'D.
/ 3 I
5. WEST PROPERTY LINE:
r � I
( A. TYPE 'A' SCREENING & TYPE 'B' SCREENING
10,
B. OPAQUESCREENING OF AT LEAST 3 FEET w/
Q����o i TREES HAVING A MATURE HEIGHT OF AT
��° °moo° I I LEAST 20 FEET.
C. ONE TREE / 35' X 810' = 24 TREES REQ'D.
I D. ONE HEDGE / 2.5 X 450 — 180 HEDGES REQ'D.
Qo 6. TOTAL NUMBER OF TREES REQ'D = 184
�► Q o I 7. TOTAL NUMBER OF HEDGES REQ'D = 1507
/ - 4 �• I I Q2 NOTE :
PROPOSED a I 100' BUFFER 2
LANDSCAPE BUFFER ABUTTING RESIDENTIAL AREAS
LAKE a (EAST, SOUTH & WEST PROPERTY LINES) SHALL
i INCLUDE GRADED AND LANDSCAPE EARTH BERMS
AS PRACTICAL. BERMS SHALL BE A MAXIMUM OF
SIX (6) FEET IN HEIGHT.
FurUQE w�rF�zcllvE NOTES:
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I COA152raUCROAl
BIKE PATH
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PROPOSED COMMERCIAL/RETAIL FACILITY —
10' LANDSCAPE i 93,000 SQ. FT.
BUFFER (TYPICAL) I I I
50' 150'
4 4 @ @
100' BUFFER I I I
I I PROPOSED PROFESSION ROPOSED PROFESSIONA PROPOSED I
• LOADING AREA OFFICE FACILITY OFFICE FACILITY LAKE
I Z800 SQ. FT. 5 12,800 SQ. FT. R et' c�rrib �—
i� G
II �,..------- - ---- -----0 - ------ --------------
— — — — — — — — —
------- _�------------------------- -- — ---- -- -- -- �- -- — — -- —J
--
-- --
0 10' LANDSCAPE BUFFER (TYPICAL)
DOWER WATERWAY (50 FT DRAINAGE RK;IFi 1 OF WAh7 U') 2 .
EXIST. 50 CANAL
i PROPOSED UNPAVED
N( EMERGENCY ACCESS
fU7UQE Yi/QrEac IA/6 LU
0 EXISTING R.O.W. 100' BUFFER
F"45E 1 WATc !NE CON57QUMbAl CON5r4?UCT10N > 'EttI A
UYtrN FOODUON &#FA WG STREET Q
GEORGE _ ST_ _� 50' R.O.W. )
Fe--� ILioly — — —
cvN��.lGrlr �-► � ,
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OVERALL PAVING, DRAINAGE AND UTILITY PLAN
i
_ I 1*-100'
ACKNOWLEDGEMENT
To: City of Sebastian R
I, James A. Fowler, being a duly licensed Surveyor in the State of
Florida, hereby certify that the retention areas A, B and C as depicted
on Sheet 3 of 24, Chesser's Gap, Overal paving, drainage and utility plan
"B", prepared by Mosby & Associates are described according to Exhibit A
of the recorded Declaration of Restrictions and Covenants (Official Rec-
ords Book 0913, page 2342, Indian River County records).
Sigend and sealed this 9the day of March, 1992.
JAAES A. FOWLER, P.L.S.
N C`ertificate # 3435
co
TOTAL AMOUNT OF CUT = 106,000 CU. YDS.
RECLAMATION PLAN - WILL BE ACCOMPLISHED
BY THE CONSTRUCTION OF THE COMMERCIAL
SUBDIVISION.
1. LANDSCAPE BUFFER SHALL BE PROVIDED WITH AN
IRRIGA710N SYSTEM.
2. HEDGES SHALL BE 24" MIN. HEIGHT AT PLANTING
AND SHALL BE PLANTED TO FORM A CONTINUOUS
BARRIER.
3. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA NUMBER
ONE OR BETTER AND SHALL CONFORM TO THE
REQUIREMENTS OF CITY OF SEBASTIAN.
4. ALL LANDSCAPE MATERIAL SHALL BE DROUGHT
TOLERANT.
5. LANDSCAPE BUFFER SHALL CONSIST OF GRASS OR
OTHER GROUND COVER IN ADDITION TO SCREENING
i REQUIREMENTS.
6. ALL PROHIBITED SPECIES OF TREES PER CITY OF
SEBAS11AN SHALL BE REMOVED FROM SITE, SUCH
AS BRAZILIAN PEPPER AND AUSTRALIAN PINE.
i
i
LEGEND
PROPOSED STORM DRAIN w/ INLET
PROPOSED CURB INLET
��- PROPOSED SANITARY SEWER w/ MANHOLE
•— PROPOSED WATER LINE
PROPOSED HANDICAP PARKING SPACE
�-o PROPOSED STREET LIGHT
PROPOSED DRAINAGE SWALE
SAND' MINING NOTES
1. ALL SAND MINING OPERATIONS SHALL BE IN ACCORDANCE WITH THE
CITY OF SEBASTIAN SAND MINING ORDINANCE.
2. THE SAND IS TO BE MINED DRY WITH EARTH MOVING EQUIPMENT.
3. PROPOSED MINING OPERATIONS SHALL BE CONTINUOUS WITH COMPLETION
WITHIN EIGHTEEN (18) MONTHS FROM START DATE.
4. PROPOSED HOURS OF OPERATION SHALL BE 7:00 A.M. TO 5:00 P.M.
I, WEEKDAYS OR AS STATED IN CITY OF SEBASTIAN CODE, SECTION 20A-5.30d(1).
i 5. THE STRIPPED SITE IS TO BE WATERED AND GRASSED TO MINIMIZE
DUST AND AIR CONTAMINANTS.
j 6. A WRITTEN ANNUAL LAND MINE PROGRESS REPORT AND INTENDED RECLAMATION
SCHEDULE IS TO BE FILED TO THE CITY OF SEBASTIAN BUILDING DEPT. ;BEFORE
OCTOBER 1 EACH YEAR PER CITY CODE SECTION 20A-5.30d(4).
7. NO TRESSPASSING SIGNS ARE TO BE POSTED ON SITE IN A CONSPICUOUS
MANNER.
8. TYPE "A" SCREENING IS TO BE PROVIDED FOR ANY AREAS ADJACENT TO
RESIDENTIAL ZONING.
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