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Note: Bars:shown in l. li"] D"I'
"PLAN of TOP SLAG.
r., are di-olicated At lad :.;.. I w Pick up hole ✓L_,.. _ -
i as .ell as hotrem of ! ! r
l TRANSITION I T I ON CURE FOR VALLEY CURB CONNECTION
sta,l' thcce nateed !> �
,tIt1: asterisk!") arc
ie hotto, of srah o,ty �= _�� ,L•.0'� j SYETH TYRt SVI�I iNI_ETS
Y:.I.FF}',t `, n.. J: Non skid ,
/ surface '�• ^`�
b COVER J o MIZ # ` 1/8°° high
4
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1- I t 7 8 ql��► 4%ytt
Reinforcinb x•x;t `
Schedule / E
Sheet 5 of 1 / E f ♦ _ Q i. 1 i
�'.0
mr�_. .. ��a d� �Ij 0 APProx. xei�bt 118 lbs.
Approx. weight 7 Ills. !
NI� DETAIL OF C.I. COVER & FRAME co
,
PLAN OF TOP SLAB
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- 4n riots ~ 3 1 TRAFFIC TYPE '
3°-iloo 41hen� this dimension .exceeds
INLET TRANSIT tttN CURB STG. VALLEY CURB
ray\o Section B'B Boo 6 _0 install ladder rungs
see Sheet a :. r : �. 4k.. nc (6 brick courses) '
�S r Q (see Sheet 5 of 7
ptR_X1—.-- -- --:— — r---: --
C11 Max. elev.
\ '' J
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4 / m flesired etev. 1,,% _
r
9 A A - I j E 41 a�•,
A - I i' .A r Pipe under pavement
-2
r t "'
Cry 21
gat A • in __""�' _T_� / _ ; rn
. : Flow channel formed
of brick 4 mix concrete
b ., �• T � � or rick & mortar � Brick fooling may be replaced - TR'tf/Sjrt
�m m c t t =- w/plastered surface: by 6"concrete slab
t SECTION B-B
B 9'^10of
`
: FOR CURB INLETS 841. BVM! ANO B'AB _ . � _. - ,•
a
PLAN BELOW TOP SLAB ;
NOTE: Pre -cast sections may be used in
t
Note: Curb and gutter section
wall construction in lieu of
on spillways ,to match that shown.
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{..d rungs,,�17" ►.
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DETAIL OF LADDER F:UNCS
Use where inlef depth exceeds 8 feet ;
REINFORCING SLHEUULE
MARK
SIZE
LENGTH
N 0.11rO g}jR
BENDING
VI
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Straight
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-
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A-3
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1'-8 —
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SECT/ON A -A
Qi
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8' EXISTIAIG
VQR�ES MO, 4
sicrioN -B-B
C,
SECTION A -A SECTION 8-8
z' u~ LENGTN o J: L ENG TN c EIvG TN L EAI G rI4 o o o ? o
AND AND AND ,� Ih. Z AND W
�-�- 5/ZI-C 5fZE 51 ZE : 1 Z F tuW
%-%.
W j Of PIPE OF PIPE OF -,PIPE � � � � � Z � � � OF GI PE - Z:zt � --
�� A B C D F 6 H T J K �:r A B C �
A -1 2 20' z0`- 49"x 33" Z6'- 49"x33 20'- 49'k33" 16.1 16. Z 16. Z 16.3 16. 3 16.4 Zl, l 5-1 2 64'-35W,if " 173 /8.3
A - Z 3 24' 30'- 35 `k 24' Z8'-35 "X24` 30'-.35k Z4' 16.5 16. G 16.6 16.6 16.6 16.7 (ZI.3 B -Z Z 70'- 57"x38 " 15.3 15.6 CZi l
A-6 $ 24� 20'42ic29� 24'-g2'`x29 20'-42"x29' 10.6 (6.8 16.8 J.'17-0 170 17.2 21.t1 8-3 3 65'-4Z'k29" 15.7 16.1 2Z.1
SEC T ION C- C
o
1 o LENGTH _ Z
AND
V ~ SIZE PC
�W ; orP/PE
goi
�V) A B C D
DATI
>1,,V 4: I s5 1
SECTION C-C
DESCRIPTION APPR. BY DATE �EC 60 D5G B`'JKAI/VIC uwn. nt KC rtc�cr+�cv
REVISIONS SCALE A T. S. CK D. BY Sf'S APPR 8Y SPS �8 OF za
DWG. N2
t
r
SLABS TO BE PLACED ON 15 -0"
GAP COW- QUANTITbf
TANGENT AROUND PER 10' _ 55 C.Y.
-_BULKHEAD �\\ THE CURVES. 8
ANCHOR BARS TO BE Q I I SLAB r
ENCASED IN oc
PLASTIC SLEEVES W CL BULKHEAD CAP
ANCHOR BAR �, Q I I GROUT IN POLYFILM SLEEVE
3 I I •
TO BE i tj cc Y
S T R E E T r- A~ BAQR To BE EtUCASED I1J RE CONCET
ENCASED I N �) d _ ��
CONCRETE Pp 4 A I WERE EXPOSED To WAVE ACTION A
lri� •,
W I ' 0 i'- b" — TOOL EDGE TO %" RAD
((� J - - 4 _ "C" BARS �
l� p to i' d —� Stop
An
46 4 !:
AFTER STRESSING b e.�° ► 'O = C2 BARS TIE @ 36" O.C.
A" BAR ENCASED IN
l lb
e 10, a . ; , CONCRETE OR PLASTIC SLEEVES
100' J 100
Ls
r -' O
BULKHEAD PLAN �_', :o.:•., , an�'"A" BAR TO BE ENCASED IN :.:ra :•..
PLASTIC SLEEVE WHERE NOT a ' '' ,' :' ::/� •-''.°
EXPOSED TO 'NAVE ACTION �� + \ 4• ' o.:°;•_.
CID
T, BARS IN "T" PILE
%4 TOOLED EDGE
1 -6 T2 BARS 12" o.c. 2�_O" ,
•
Ir
7 1-LAYER FILTER X n n I
- o It
a" L- I —
BEHIND ND EACH MASTER e. , SECTION A - A
J — PILE TO BELOW W L '
.ii ! I I 4 ..
_ I I 02 BARS o v
1 ,r RAD. KEY -WAY - I D, BARS pj El
6 TI BARSI .'1 .�• �. �
/2 w,2C _
IL,�r �oac'P� .. ...• rrA"BAR ENCASED IN CONCRETE
oa. .. .. FABRIC R 11 z 12 FILTER X � '
5 4
11"F
CONC. QUANTITY= .OGC.Y
O . J Q i • •
�` III �• V• c `.
1 w ANCHOR COtJC. QUAAITITY
2/2DIA.OPENING ---1 CU FT. �4
' CRUSHED STONE PRECAST �.-:ATE=0.25G.Y
SECTION d-B '
BULKHEAD
81 ANCHOR DETAIL
o i - - - ---
ll m
A
,p - BARS
I I
B' dam 7 SPACES LV 12" - - o" g• Sr.
%2`v4,aC EXTEND it
4 "BARS INTO CAP
T�� PILE FOR BULKHEAD ,
1 6 1i4" DIAMETER LIFT HOLES N cm•I
••T" PILE CONIC. QUAMT.IT-fIT.27 C.Y.
_ 4--7.. go-w, BAR
-2 OPENING
E3 I B Q 2`4 C)IA.
w
ppE1.11,d �j
rf 2 BAR
of
,
�o
TOP OF BULKHEAD
Slo a t9 FLaGE .P
CAP ELEV.
r _ Q lV
T.•_ PILE BULKHEAD SLAG
6•5..
2' -0"
"CLIE 2"G LR
9 -1 to — — - SECTION A -A
WATER SURFACE A
RIP -RAP BREAK-OUT BULKHEAD &
POUR COLLAR AROUND PIPE en 1..,•1..,• . • ;•......•......... ,. �:r.l:: ;c:r 1'''.-..:' ,n
* , BEND STEEL
SECTION B-8
BULKHEAD SLAB BLILKHEAD SLAB C01.,X. QUAM Tfl Y= .64 c Y-
PIPE THROUGH BULKHEAD
4.o El.
�A,O.e. O
do
CAP li -EXPANSION JOINT
I
1'
II
� I
:I
�1
1�
II
•I
o I
II
II
11 '
.i
:� II
EXPANSION JOINT
II
TYPICAL CAP SECTION
a
EXPANSION JOINTS LOCATIONS
s�
e�
s�
�s
n ME.-
®117=11®
BENDING DIAGRAM
I
14 "
to
Ico
..A.
.. Cof
REINFORCING SCHEDULE
MARK SIZE NO.1 LENGTH REMARKS
Ti #4 6 8'-3'' STRAIGHT
T2 03 7 3' -O'1 BENOING DIAr.RAM
Wt #4 10 6'- I" STRAIGHT
12 05 8 8' -10 " STRAIGHT
A #6 1 18' -0" BENDING DIAGRAM
D, #4 3 3'-00" STi2A1GHT
C 05 4 10' -o" STRAIGHT
C2 83 3 3'- p" BENDING DIAGRAM
D2 #4 3 I'- Go' STRAIGHT
NOTE: REINFORCING STEEL FOR ONE "T"PILE , ONE SLAB
&ONF' ANCHOR. "C" BARS SHOULD BE INSTALLED IN
40' -0" LENGTHS.
ESTIMATED QUANTITIES
T E M UNIT QUAN.
CONCRETE (3000 PSI) C.Y. 1.97
REINFORCING STEEL LBS . Z 39
QUANTITIES REPRESENT:
ONE 8'5""T" PILE (MIN. LENGTN) ONE TIE BACK
ONE 10' SECTION CAP ONE SLAB
ONE ANCHOR PLATE
BAR QUANTITIES REQUIRED
L I E A R F E E T O F W A L L
BARS 100' 200' 400' 8000' 1.0 0
A 11 21 41 81 101
C 40 20 40 80 100
DI 30 60 I ZO Z40 30p
Ti 66 126 246 486 606
T2 77 147 287 5(o7 707
CZ 30 60 12o 240 300
WI 100 200 400 B00 1,000
12 80 160 320 640 800
D2 30 60 i -120 i 2-40 300
GENERAL NOTES
1) STRENGTH OF CONCRETE SHALL BE NOT LESS THAN
3.000 PSI.
2) SPACING OF EXPANSION JOINTS AT 40'-0", A10
SHALL NOT BE LOCATED OVER "T"-PILE•,
ANCHOR BARS TO BE POSITIONED To
THE DEAOMAN THEN ENCASED IN CONCRETE.
4) "A" BARS SHALL BE ENCASED IN CONCRETE III
AREAS OF WAVE ACTION AND-ANCASED IN 'LASTIC
SLEEVE IN OTHERS. PLASTIC SLEEVE TO BE 1"
PLAST'PO WATER PIPE 504 TEST,
5) EXPGtFD FACES OF "T"-PILE & SLAB SIMLLL
BE GIVEN A FINE BROOM FINISH.
6) #8 BARS, DIPPED AND ENCASED MAY BE
SUBSTITUTED FOR *6 BARS, ENCASED,
IN AREAS EXPOSED TO WAVE ACTION.
P-lV14N E� 02A11\1A 6 E
e6Ar7 T/AGHL A / 0e."
U/V / T yE VeA17TEE Al
c"6c ,G . 1 c) 20 2 °j '� 50 •TVv P 31 G. QG�
General awbpl l"
Cmww
A G~sI 0•.w•P—f sad.a«r BY R - A . BLUE M
PORT CHARLOTTE MIAMI PORT ST LOCIE PE NO 6541
FLORIDA STATE OF FLORIDA
IATE eD -4:50 0SG BY T2A DWN 8Y LOP RELEASED BY SHEET NO
KALE IVTC7 CK'D BY SPA APPR BY GjF� /9 OF
FILE
't r�
§ r
-
TYPICAL PRIMARY BLOCK GRADING FOR
TYPE A LOT GRADING
�I
-
71
4
-60
<oT y
o1
�s�a��q y1DE �E
FLOOR 24 ' ABOVE MIN
ia3
11.2
10.
/O. /
Proiech ve s/o�¢s
'91de walk'
curl)
Rear c/raina92 swa/es
Pro /ec % ve s/aP es
Sic% swa/e or cnanne%
s,deWalk
CuT6-�
i
Dra,naJge- drice-
FraJcnf cra,noe swak-5
Sic% swa/e or channel
Possia/e /acalions of/ rear
c/rWr7a qe easemen Ts TO
Profer Ou7vl
rA rA
fi
II �,
d
I Cl)
a
COri J�
v II �I
II
LOT GRADING TYPE A. LOT GRADING TYPE C.
R/nl-t,, rn co/A/n Tvoc- 3
S,dewcz/k
- Curb.
LOT CR4D/NG TYPE B LOT GRADING TYPE C
OrainQye 60�1'1 fo sfreef anal fo near /of /ne A// alraino ye to rear %f /in¢
Example . B/oc%9rac/ny /y/oe 3 . ,sleep cross -slope 1202
E,rarn,P/e: B/ochyraoll yPe 2 :9enAe Cross-sA/20Z
IOo 9.9 STANDARD LOT BLOcK GRADI/V U-
F-V -%? US/,,VG M//V/MUM GRADES
R . io.o ::.. ' i-IDU.SE PADS 5HALI- /VoT Y4Ry MORE rAAI /
�? S1-/ELTE R L DT5 WITH CURBED
;::..., ; .. �� STREETS CLVD S/,DEWALK
13�TWEF_it/ Axrol/ 11w;r P D5 AL[Ol� IA167 8 1�%
NOTE- Pad rades are ORiVE- OVER CURB FvFz ROADWAY 5LOPE. finish 9rao/Q rvim/o y �/ ,
-; 9' General Devebpnent
ini u/n . Where Lot Grading Type B or C F. AI A. M. P. s /202 - 3. 2, 1202-3.3 �9 Y
m m
r v /s dsed wifh a ditch or yrater�ay
+� A Gmm Da m t Subsidiary BY
along the back /at line a protec -
1202 - 3 6. PORT CHARLOTTE MIAMI VERO BEACH P.E. NO. 6541
fiveberm O/7e foot h/gh SI7o''/%be c/ PJDFLORIDA STATE OF FLORIDA
�..; Sia/e,wa,/k-s Shawn used on./J where a /icabl� US�� /N ,DORY SrST. LUC/E
DATE 5- 77 DSG BY OWN. BY �.�(. RELEASED BY SHEET N0.
constructed at the ,back lot line .
r SCALE N.T.S. CKID. BY APPR BY ZO OF ZD
FILE
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