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^'x2` WE TAP &
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CATCH BASIN SCHEDULE
STRUCTURE
NO.
ELEVATION FT. N.A.V.D.
BOX TYPE
PER F.D.O.T
INDEX 232
COVER
FLOW LINEI
TOP
NORTH
EAST
SOUTH
WEST
WEIR
BLEEDER
CB #1
17,20
-
-
-
14.70
-
-
"C"
USF 5130-61,68
CB #2
-
17.80
14.70
14.70
-
-
-
-
"C' - MODIFIED
USF 6212
CB #3
-
17.70
14.70
14.70
-
14,70
-
-
"C"
USF 6212
CB #4
1,,00
-
-
-
14.00
-
_
"C.
USF 5130-6168
C8 #5
-
15.50
12.50
-
-
-
-
-
"E"
USF 6300
DISCHARGE STPUCTURE
-
-
-
-
-
CS #1
-
18.60
14.00
-
-
14.00
,'SF 621p
CONTROL STRUCTURE
-
-
-
-
-
-
-
-
-
_
CS #2
-
18.'0
-
-
13.00
13 00
16,25
-
"E"
USF 6300
,,ONTROL STRUCTURE
-
-
-
-
-
-
-
--
-
-
UM TYPE "C" MODIFIED IS A 4'0 MANHOLE W/ TYPE 'C' FRAME & GRATE
GRAPHIC SCALE
30 0 15 30 60
I ( IN FEET )
1 inch = 30 ft.
w_
F dG SLEEVE W; V ..� ✓ti '�,,� �.,v t R:AL L E t_t JA J W N THE J ,AL
I as CAE ✓' aLvE I �� _ 6' HIGH, 8' CONCRE E �� -ti- �- ., _ B t':NG CODES _ENS P THE F R rTn Ev. THE
P HA� B IN A oRE IT Lac
_ E E LE iDA �.EPARTM
T EX. PHONE BLOCK WALL �� ^r ,,� o
E OHE - G BOXY � N 89'55'41" E 60 6' ��'�ORTEN, NCURRENTSTANDAR�SPEC I T I CAT IONS FOR READ AND BRIDGE
-o -- N� TH� ONTRACTITiEN OTHERWISE AUTHORIZED BY THE ENOiNEER
2 i4 7 5 y `s. �� J T I E S' OR SHALL_ BE RESPONSIBLE FOR ANY CIF' -SITE
I :�'' �s •Yy;,�, �.._-- - �"_- _-_-- - - -------.-------.--------._ u d .a t r_, RESU-TING PkEM HIS GP P !
PRIVATE -----_-�-------------------�� ERATIONS: TE XISTING AVEr'ENT: S�iALES.
MtS IN / �\ /\ `^� INTERFERENCE VIPOINTS:
EL. LIFT STu IO / / �'J` ,15. _�� �" �- _ _ _ 18.0 p1. & #2.: PROVIDE 6" MINIMUM VERTICLE C EARANCE BUILD
ING
ILDiNG
TOP EL 1?pQ/ / r.J�---� '�--;._/_T�,��� 5.-- - - -��- ------ -- RESPONSIBLE FER NS E� NG T,i i t R ER G
r/ N / R'r DETEN?ION AREA K ` 1. L1J�1lC.�a... : \. `I ' - ) DN T Ar^_,,Ck D ^ S I BE RE SPO G r T T - F" TE -, I T l
SEWER 'OVER STORM SEWERS (TOP EL 15.95. 14. 77 � � /� � � 15.2 ��1��� '.-S � -' �✓�_._�� �.- T u R � rrA L
MEs C �% --- E�. r7.o WER Nti SHAD IHk,� INTO CL�NSIDERAT1U ANY E ISS'ENS
J EL 14= 14.2 14.1 �_ - --� �. 14 0 13.84'\ I -_ _-__.._l F ��;F�EI'e�D I T c
- _ J I -TE� OR CI HER .TOMS AFFECTING THE INST ELATION ❑r
°" % 6" BOLDING SEWER F
'i-- -' 1 ��1470 ... �... �...�_...-.,�....�...�...�-... �_...-.�' _...-J i-----� ���... F� #4 16.98 ��------ f, INV. EL. 15.�C A, v._ r (_i LINO iARTEi ER INLERRE! TLY-,{AKT !I LIT T
I p V q---------.--------r,� ��q� -1 .0 -----� •.----" "-- Z 16.0 6" MIN, � - �.' ':EP iTE BE ENC_OUN Eh'!.D DURING CONSTRUCTION, EONSi_i�_T PRO E!,-
- rvC �FCE M N -C <" =�-• ... Q N RATNAO' SHnU �
I _ __ .� EL, T7 _ E- 1L.T E_
/'�'f`�`'- N 'NV. EL 9�13,98 Z 10F f,l 15.95 �' Mc T
I I \ ---•----.--.---.�--.--- �---.-.---.--.� .-- - S INV. EL. � 1;395 i 15.. R. �,+tiIF L Ar(_.LY FCR, iiI-,F TI0NS, REPA�R DAM,�ihE1J LT' TTTE'� E'rr,'' ETHL.EC'
1 -- -- --r -'r 77 - - F- INV, EL, 15,25 RCP _ ,..� -
1 T r u )A JF A'� 1 ITV 1 n T I
❑WN._R ANL Ru�ECT ENG.Nt.ER
I rP' I ON ❑F LI DIET, P I TYPE ,F. CURB GUTTER 0 �fi#� l.l_ 15.0 ��` `, STORM _
I uR & HOSE Ni , 't-d -� -P 4 U.L!J% � RrP -`., ,� .1 INVVF.,l.: 14.7C
I �Q
` 17.59 i 17.59 ► 1i4 F TYPE CURB & GUTTER 24" PC AND
�5 > S RM/ �R,'1S AND ERASSED AREA. WILL P_E SEEDED AND HLIL.CHE" IN A DRDANCE
EL L =4t 23 _ W; 16 .F DROP CUPB (� GUMPS?ER) G.38% W 14.0 _ I E AP R PR T T T T ^r,;, e r %C
Rib Nb EL 14 56 -� -.r_ J / N`✓. L. i4.0u SCALE: 1" = 3' H D i A
Ie R� � I I 1" 3 v-- E SEC ❑ THE ABE ✓E REFLREN�EL, - .._� .: A _0N:S
�� I W T
V �i�RW I Jt AUTHORIZE-' ��
o � L E" I,' THE LNViNEEP
LP I oQ0 I 13.0
ro i I P BE r - SS ,N EL' ALL S _'OPE'; Hti', PIED
r Pvo n j 1826 I NTERFEREN_PN a E_ TE AAX�h,�, ": _ IJN�..E�� ET E �L
w M #3 PROVIDE VEPTICLE CLEARANCE WATER SERVICE GVER
I 19.0 18" STORMSEWER 1 fl T- -
,,_ � BHA Rn r E G ,r`dE
ate' STET 'E A_ �V.;TRU' INN AS SHE'w�d1GN PL
` � Hi E SHALL JEVE J AND P � �� I H` M'`Y !-
NS
O O PAVEMENT EL. 18.10
_ _
18.0
�.0. y j /y,;/yi,;��,'�'j�� / .„ _ �,L--•�/ �j - ;, '-;=.+.°V i S %- J'J'NTt�CE. n H17N RE E.NTTON AR�.t-1 DR'vi�ai_E'' 'j�--ALL BE.
Q _., �; ; RE «: T u <ANLII_AR M TEP I AL
41( Z 17.0 --02. CLEARANCE _ _ _
INv. EL, 16.4GrNC-1,_INTERET IT `,HAT -I- BE 'EMPLETE``! REMDVED AND cF,,._K FIL..LE
FACT
p �� 19.32 I c> 16.0 -TOP F + n T'' _,I<Af ! P �IH' R ,. Hn�� CE'IM ' EL T u' �ENC:. 7:'LS �;I.JFF _ iF.'vT
w� L. 620 r` ThE TNTENIE✓
'' 0 19-33 19.34 19-36 >_ _ .
LL83 c� W 15.0 STORIT I ^r
S L = W / INV. EL "4.70 - r
U `EL. J v _ 1=N F EN' K- CONTRACTOR TER I S RESPEN T RL-E FOP P'EV 1ID 1 NO
ME INv' 18 94 m ti _ 'S T T T -
_ toRN„l AND E TA uJiN R Nu HE i_A�ESTcF ❑n GvJA B�LE
14.53 C.O. - > CONC FILLED _ _ S - I
.� q �pp �l'� F_LSH'----------------- 14.0 DALE: 1" 3' H O - R ER WILL BE DIN_ AL_E wHEF - NEE _J TO
3 i H.P n PROPOSED STEEL PIPE BOLLARD T � - -��; � m � P vT ' I TATl' N l: ^D P Y v -I �c
_ D 1" 3' V u u r i T vT ROPER P' B._i RICH C -WH w ar�-
i --- Y I ._ Q < 'v :.' Y: H K"pr r; Y j N .` r K.. F� L T '.:> i'- T- D i N �.1 F1 A J
1 BUILDING (6"m ®6' O/C) �� CAS �p T� S WILL. 1AIN IN ACE UNT,L SPAS' INO JR
�0 19.19 /9,OtJ 0 �: g �. _ ��,. I TE ! _ T c i N A E NJ L'r1N;�t=P TH EAT TE
b n - ' '� �S/3� 6 + ❑ P E D UE _NT1L. i TA 1LN AN EREi .� R+ R
+ s F F.E ¢'€c19..54I 9 + * _ P,-R`Y
-r ~ ^� r
i x g I �> � � --- � r' �' RG AND wATER�,'AY
O �v i i I 5 ~ 3 18aGII T - Ni: AT C REINFORCED `-'L. P.i=-
I Z ' '0 ifs f"- <� CROWN EL. '8.9C 1&89 18.94 ,'VE.t< TE c.
O 19 38 L -- -- - - - -- -- ---- -- ¢
o i �.. �FLLSH� 29 I `' SHALL BE Pt PER F D.T INDEX #332 W/ CAS IRON
N o > I /) o o \ w k,:: _ _ NLESS NOTED ErHERW I SE
f I FLUSH ❑ < ❑ ❑
18 `16 I A 19.38 1 I �I ! PAF-F I C CENTRE/ - TO S IO '`T, L t i
18�94 � 18�90 � FL LISP- - �; u E OP BAR AND LANE 3E 4,NC R j A_
19.3 % ��-�:DRDAN'CE 'WITH M V'' C D. SF'r_' I E i CAT ION AT H_� E"v' RANCE
Y I
<Y ND Tu 1: �PAPN C T I to T 7 B° EN E B_L
� 1 �� � OR A. BEN AKEN EREN, SURVEY F �k,
�IDN'�L LAND �:' UP DWC-, NO 98-4189
i I CB pL; rB # .. il"-uFCbG? B _O'e; r�`I r1 a r:, RF - c
OP EL --� Tom` EI _ L _ C T i EN
18 SJ T 17.84 �� t
J 17.72 S #2 \ c B R. E
i-� - �.: -1..-�.��_ r-. �--. i-�-�,-.- ^_ ^✓' �_��-'�✓_.�:,,^ N INV. E L. 1:;=14. 7 3 RED ( -. DIN T N
,J y `I
1 , ... N INV. EL. �'`-'-� i F H o-' �. W N\ EL. ?S=II'14.74 w - T c ,�
' 112 L OP L. 18.43 -
G a , p t �--- 18.43 -� fN ✓ Ez_ 14.7
14.70 Nv. R 0 0.54% � � 2 L.F INV. CR � 0.63� L�3�'18 L.F. ,:NV CR � Q51� 18,50 41' IN'�i. EL. �9� 12.96 bi � � ` l�; �'E`'� "', E Lii 'e_ � r � � _
} 224 L.F_ 18' RCP ®0 00 n e$1#S 17Q L_F .'1' 1 OC`
S INV. EL 13.01 a _ - _ - C
ENE �_, ti� pEk L It, _x
1 /',\ WEIR CREST EL = 16.63 T Y - PE N N TEI' L HEkW II
I , IN'y EL. ,
11 i 1 i' 8 f 0 18 6 1 B 1� 18.00j
f
4 0.897OIL
1 60
13.6n
--
-BLEEDER, INV. F_ II14.00
1 J
' J r
19.39
^ 4 WET TAP, WATER
SERVICE, WATER
l
} s
METER & RPZ {BY FPUA) ry < 1
OME--
����� UTLIT'. BOX �tr.
WM 0�09�24� 18�90 O MES INV.-
F_- - 0 .22 R 8 0 Tan �„ 4� HE E _
(V w 45 a1 18 88 -n H _ �c ---- - -- -----
L�3 7 - --- ----- _ oHE oHE---------oHE--- -.
.r 1 7 .08 - ME Nv __ 89'02 OH 293.89 oH.E
- --- - 53.95
-- 0 L P D 50% CB 5 5
EL. 7 15 z -- # Ex 12" PVC
9 #
TOP OF FLANGE E1 1� - WM - +� o� � .--FiE_C ✓FP�Fv WATE- Y N LGCATION NSOP EL. 15.21 Wn IER MAIN +,
- WM -- -- - WM - _- - _ 1-- -- -- - - - - N INV- EL. 1$,4�
PA'✓EMEN - __`1 \� a C01 6" WET TAP & 6' - - W"d WM - - Nm -� 14M - wr -- WM -- - WM - - --- WM -- -- --- WM -- - -- -- ,b'M --- 'VM -- WV -- - JJaf -- -- V'M -- -
BENCHMARK ___ �� 'RE HYDRANT ASS'Y W,i 6'
___ - EX. 12" PVC -
`- - -- --- i r EWER IAAF
ELEV. = 18 44 ----:-s _�_ _ - " - --- - E�&- -- -- -- -- -- -- - -.- - L FM FM - -- FM �L1� FM -- F"d -- -- -- `IJ - - -- FM - -- -- - F� ------------- = --
_ --- G. v & M X Fb -- -- FM FM +-- F c F
IN
- --- - M - M -- - FM
N A.V.D. 88 �1 - -------------------- a----------- � +---------------_-------------------------------------------------------- 1 - - --
---------------- ---- - _______ MIDWAY R 0 A D (C.R. 712� _ _ _ - --- - - - - -
•N - ti _ _ _ '� -'�-�..
-
__-
II ,
(80' R/W) m�
----------------------------
Ly i - ---
-
i
--------------------------------------
-------------------------------------------------------------------------------------------
�SEA'ER MAIN I
i
r
r
Z 17.0
EX. GR. EL VARIES
17.4
LL. 16.0
� f
w ts.o I
14.0
13.0
45't
6' 1 7.5' 1 20.5't
BERM
_EL. 17.5
1. (MIN)
1L
3 I
GTTO
SECT A
SCALE: 1" 10' H
1" 3' V
FOR AS BUILT
ELEVATIONS SEE
PLAN VIE JV
5' 10
20.0 EOP EL 4ARIES
' 7 00 18 9C \
19.0
Q
Z
18.0
17,0 SECT B
W SCALE: 1' v 10' H
W 16.0 1" 3'V
15.0
CAD DWG 98186SP
11"
3
(-0
t 9.0
FF� DITCH C _ �-P EL _
NV EL, 140 4' _ =--
18.0 wE
E i
+^ 4h
17.0 - --
EX. GR. EL 16.LI
Q
t6.0 '
Z
t-
15.0 -- - --- - -
-
14.0 1400
N EL
LLI
--- - --
r d t58
W
I BOTTOM i
13.0 R„4,-®
EL.
1/2" CHAMFER
6'
COMPACTED SUBGRADE
SIDEWALK/PAVEMENT DETAIL
N. T. S.
4" CONCRETE
WEIR PLA'E --
TOP EL. 17.50
'OP EL 18,43
EL. Sty 17.48
--- -f
2 3/4"0 14 00 A 24" RCP 24' R P
ORIFICE -�` - ', Nv'. EL. 1 i IN'v. EL
T( `i3,01;
1296
EL 13.00
_ WEIR PLATE DETAIL��
12.0 BLT.OM EL 2 pC
CONTROL STRUCTURE #1 L-_-
TYPE "C" BOX {
1. CROSS SECTION LOOKING NORTH - CONTROL STRUCTURE #2
TYPE "E" BOX
CROSS SEC11ON LOOKING WEST
CONTROL STRUCTURE DETAILS
SCALE: 1" 3' H
1" = 3' V
NOTE: PAVEMENT SHALL HAVE MARSHALL STABILITY OF 1,000 LBS.
PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK
_,.---1" FDOT TYPE S-3 ASPHALTIC CONCRETE
6" LIMEROCK OR COQUINA BASE COURSE
8" STABILIZED SUBGRADE W/ 751b. F.B.V.
8" ABASE V7,y BE USED IN LIE_
OR OF STABILIZED SUBGRADE
T'z=SF.' 16 fi.T;
--- SAW Cl)T JOINTS 4 15' O.C.
EXPANSION JOINTS A 40' O.C.
6" PORT. CEMENT CONC. PAVT. (3000 PSI
8" STABILIZED SUBGRADE W/ 751b. F.B.V.
TYPICAL PAVEMENT DETAILS N.T.S.
E1 7 PAVEMENT TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO T-180 SPECIFICATIONS.
;OMPACTED TO 98%
MAX. DRY DENSITY
MOD. PROCTOR
:OMPACTED TO 96%
MAX. DRY DENSITY
MOD. PROCTOR
LEGEND
EXISTING ELEVATION
�50I
PROPOSED ELEVATION
21.50
AS BUILT ELEVATIONS
-t
RUNOFF FLOW DIRECTION
-35.6-
PROPOSED CONTOUR
MITERED END SECTION
W 3° - :S I EMPLETED AN AS -BUILT
AND THAT THIS
ADS AS SET EERTH BY
a �� _ v'ERST AND MAPPERS
_ .
01
0
AL i 71 u P v E Y 0 R v <
-r -7 r. r . IRA?.;N NO 3690
`ANL P.._ a�
508 S" BAYSH�R" JOSEPH T. FRISCIA, P,E,
PERT ST. L� FLA. REG, NO, 31443
Dote
Revisions
D -28-98
CHG OPP TO RCP,
REV. CS#2 INV, EL.
02-02-99
REVISED SIDEWALK
03-03--99
REVISED PARKING,
03-26-99
AS BUILT
07-22-99
AS BUILT CONCRETE
U
z cp
00 °'
rn �
� r
W oI
w ILI-
LL U cp
� tl7
Q H__ X
fn
v) a-
O
Ch
�L M
3 <o
!n to
/Lv "
C, J _ ca CL
DRAWN
R.W,F,
CHECKED
J,T,F,
DATE
06-10-98
SCALE
1' = 30'
JOB NO.
98186
SHEET
2
OF SHEETS
n
0
VA 7r
7'T? E
i
2'0
i // /.,/;,.A= /"
I `1
I QT LE,aST Z����
11.
/U/�/JY 7
i7)e Daklc I
ST. LIUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP i%NC
REVIEWED BY
DATE S — .4
"f'LAT95 AND PERMIT
MUST BE KEPT ON JOB OR
NC INSPECTION WILL BE MADE
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O
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F-
Q
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w
CC
a
a
CC
0
►-
LL
1D
co
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mcr
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LL
U.
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F
to
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N
aL0
Km
aLL�
_J
Q
co o
0
Q��
0
DRAWN
LGP
CHECKED
DATE r
APfZI L 22 99
SCALE
Act 5 kovJ)�4
DRAWING NUMBER