09-1045-0052- M6 BARS ALL AROUND -
I RISER ' -�- - �- -• -, -� 8" WALL (BRICK) 2 -6# BARS FILLET EACH
+
SEE OTHERWSEBELOW
SHOWN 014 PLANS 0 , ^ __ ___,_ 2 -'11" ( (ALL AROUND) - CORNER -
••• CONSTRUCTION JOINT PERMITTED �, LpOrG ' ` _ 12"
6" WALL `GONG.)
- +- -- % / -
1' DIA. a
HOLES
FILLET CORNERS 2- # 8 BARS 1 i ,y A ^T -
12° (SEE GEN. NOTE 5. \R' 1
PLAN SHEET 4 of 4) '• \ , a I Q
r4 HOOPS rl �,
PLAN PLAN
**2'-6* - I E_. _ 2 -0 BARS
- V -6" a" _ _ 8" S -6" 8" cV # _ w• lie" (ALL AROUND) CORNER FILLET 1' -0" 1' -0"
-)
_8 "I_ _6 1z° 6 _ t PLAN T8"
X -6° 4 -0 ". I
#4 BARS, 12°. C -C DI -
p4 BARS, 12" C -C + BRICK /4 HOOPS, 12' C -C .° I 3' 6
` (HOP.IZ.)
(BOTH WAYS) w - n - _6". CONC. \ .0 O / R
RRISER - 8 ".BRICK N RISER : , 6.;CONC. j
( I w #4 HOOPS, 12" C- j 6 "a 3 4
f u H BARS, 12•
( "•') a0 x c -c VERT.) 4 HOOPS, 12' C -C r w
1 J + i 8 i oo Q # I p (BOTH WAYS)
No H +
HOOPS B Q j X
#4 BARS. 12" C -C ••6' -0" ...) .. e� � sss _�- Lj � 2' -4" '
(VERT.) (8' -U" MAX.) 3-6. mu 8°
' -0" OR T -0" DIA � + �
X14 BARS, 6" C -c o (8' -0° MAX.) �� 1 ONE GAGE : % � t CPERMITTEDT 2'- 0"
(HORIZ.) I I n-- N5 BARS, 12" C C (BOTH WAYS) I o II '1" - - 1' - - �•• $')
iE IN CENTER 1/3 OF WALL
4 BARS, 9" C -C 4 BARS, 9" C -C
-f- w BOTH WAYS) Bt WAYS) 2' VALLEY GUTTER
... j ...,� j �� 'a r' ' ALTERNATE 'A' ALTERNATE 'B'
r CONCRETE a" - -
* - OR BRICK 2' -3" 4.,
O
4 OR 5"
SECTION ELEVATDION SECTION SECTION A -A ��, ,z TM
PRECAST WALL
THREADED BAR/ *i WASHER MELDED
to I 1W NUT & WASHER TO 3/4• DIA. BM
T °�f �1 'T4 „ I 1. �i�/ 3/4• DIA. r . 3. r, 7. 3y
ALTERNATE 'B' & 'C' ALTERNATE A i
K7ipLITED JCNTS BARS NOTES:
- NOTES I � s" MM. NIJ.
"R g� MIN.'WEIGHTS 1,,4
1. FOR 6' DIA. BOX USE THE SAME SLAB REINFQRCING, GRATE_ 153 LBS. , 1.- SUBJECT TO AN APPROVED DESINGN, THIS DETAIL APPLIES TO
THICKNESS AND FILE HEIGHT, AS FOR A 6' -0' WIDTH '€ A�_F I FRAME. 215 LBS. FILL CONDITIONS OF MARL OR OTHER POORLY DRAINED SOIL AREAS.
TOP AND BOTTOM SLAB TABLE TYPE 'J' BOX, ALTERNATE B & C.
2. FOR 7'DIA. BOX USE THE SAME SLAB REIt�FOf3CING, I 1 � -5" e' - I- 2.- SLOPE OF VALLEY GUTTER TO BE NO LESS THAN 0.30%
TYPE J, ALT.'B`(N.S. CONC) TYPE J, ALT.'C' 3000 P.S.I. CONIC. THICKNESS AND FILE HEIGHT, AS FOR A 8-0 WIDTH SECTION B -B CONSTRUCTION JOINT LADDER BAR DETAILS INSTALLATION IN
BOX, ALTERNATE 'B & C. a" DIA. CORED HOLES FOR (OPTIONAL) PRECAST UNITS
BOX SLAB ALLOWABLE ALL REINF. IN TOP & SLAB ALLOWABLE FILL RUNT. IN TOP & U" DIA S.S. PIN TACK MELD IN PLACE
WTH THICKNESS .,.R TOP SLAB BOTTOM SLABS THICKNESS OVER TOP SLAB BOTTOM SLABS 3. FOR GENERAL NOTES SEE SHEET A of A. --- -
2' ro 20' - - w r -B' -C .Ow * SEE NOTES SHEET 4 OF 4)
INLET CONST. SEC.355 * UNLESS 0TH RWISE SHOWN ON PLANS INLET CONST SEC 355 NOTE: INLET CONST SEC 355
M.H. CONST. SEC.340 * +* CONSTRUCTION JOINT PERMITTED INLET CONST SEC 355 SWALE INLET SD -3.7 LADDER BARS, SHALL BE, INSTALLED IN M.H. CONST. SEC 340 To - CROSS SPEC. CROSS SPEC. CROSS SPEC. BOXES 10' IN DEPTH..OR GREATER. CROSS SPEC. CROSS SPEC. TO 24 - - ITEM REF. REF. ITEM REF. REF.
s.SaTAxaLESS STEEL ITEM REF, REF. ITEM REF. REF. ITEM REF. REF.
METROPOLITAN APPROVED REVISED STANDARD STORM DRAINAGE DETAI METROPOLITAN APPROVED REVISED STANDARD STORM DRAINAGE DE Al SD METROPOLITAN APPROVED REVISED STANDARD STORM DRAINAGE DETAIL SD METROPOLITAN APPROVED REVISED STANDARD STORM DRAINAGE DETAI METROPOLITAN APPROVED REVISED STANDARD ROAD DETAIL
DARE COUNTY INLET MANHOLE AND rS�D/� DADE COUNTY 3/7/61 INLET MANHOLE AND DADE COUNTY 61,/62 CATCH BASIN BADE eourlTY 6 /� /86 INLET MANHOLE AND SD DARE COUNTY - ✓}//sz� CONCRETE VALLEY GUTTER R
5/17/72 JUNCTION sox 2 6 5 ,7/72 2.6 6/26`/6, 6 /10 /66 2, Z 5/17/72 2,6 5/17/72 1 4.6
PUBLIC WORKS PUBLIC WORKS JUNCTI0N BOX PUBLIC WORKS FRAME AND HINGED GRA PUBLIC `WORKS JUNCTION BOX PUBLIC WORKS
DEPARTMENT TYPE J
SHEET DEPARTMENT TYPE J SHEET of DEPARTMENT 299 EET1Of2 DEPARTMENT TYPE P SHEET 3_ DEPARTMENT 3/10/81 FOR 2 -LANE PAVEMENTS,EET, nf2
FOR PERFORATED CMP, PIPE JOINTS U.S:'FOUNDRY CAST IRON
GENERAL NOTES: ARE TO B" BANDED, BUT NO GASKET. `SELECT FRAME & GRATE STD. DIET. SD -2.3
PFILL SEE DRAINAGE STRUCTURE SCHEDULE
STD, C.B. SELECT FILL ° FABRIC 2 COURSES MIN. CB PAVM'T DCPWD
1. CIRCULAR STRUCTURES ( Alternates 'A') MAY BE CONSTRUCTED OF CONCRETE (SEE SO 2.1) PLASTIC a Z _ . _. 3 COURSES MAX. STD.DETAIL -SD -2.5
OR BRICK, BUT RECTANGULAR STRUCTURES Alternates 'B' & C' SHALL BE SEE FILTER Kn O
( ) �. RIC ROU SEE NOTE 5 - O R F
CONSTRUCTED OF CONCRETE ONLY. THE CONCRETE MAY BE CAST -IN -PLACE w w
OR PRECAST. W SEE NOTE 4 m 3 J
N -T F- `BALLAST o w .
4" OPEN JOIN 12" 4" w ! _ 8 "PRECAST CONC.
Mnx RocK1 z m o _ - - -- 8 "(TYPES "P" & "J ")
2. WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST -IN -PLACE MAX -� 5`BALLAS\T 4,r ujb D STRUCTURE.
OR PRECAST CONCRETE EXCEPT THAT FOR PRECAST CIRCULAR UNITS ROCK ,
ASTM Specification C -76, Table III, FOR B WALL REINFORCED CONCRETE NO SLOTS OF PERFOR- NOTE3 "a STD. MANHOLE OR "�. DIM. "D" STEP
p �.• .br • CATCH BASIN 3 -0
PIPE OR PRECAST CIRCULAR UNITS IN ACCORDANCE WITH ASTM Specification ATIONE ON THIS LENGTH PLASTIC g I I - 4 BARS @ 12"
C -478 WILL BE ACCEPTABLE. TOP AND FLOOR SLAB THICKNESS AND OF PIPE. F BR °gyp BOTTOM ELEV. ` 6 "MIN. PLATE #
REINFORCEMENT ARE FOR ALL TYPES OF CONSTRUCTION. FABRIC (SEE NOTE 2) TRANSVERSE SECTION
LENGTH of FRENCH DRAIN I J- BAFFLE ON CENTER EACH WAY
(UP TO 50 L.F. ONE STRUCTURE) WHERE
3. PRECAST TOP AND /OR FLOOR SLABS MAY BE OF THE SAME CONCRETE LONGITUDINAL SECTION REQUIRED OCT. W.L.
AS SPECIFIED IN ASTM Specifications C -478 FOR PRECAST CIRCULAR UNITS.
4. SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE, OR BRICK AND MORTAR, 1. NOTES, LASTIC FILTER FABRIC (AT EA. SIDE, TOP AND BOTTOM) SHALL BE USED IN SANDY AREAS 18 "MIN. 1
AS NOTED ON PLANS AND /OR AS DIRECTED BY THE ENGINEER T
SHALL BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES TO A DEPTH OVERLAP t' MIN. PLASTIC FILTER 24 "MIN.
2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING GROUND SELECT FIL FABRIC
EQUAL TO HALF THE DIAMETER OF THE LARGEST PIPE. ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. p
5. CORNER FILLETS SHOWN FOR RECTANGULAR STRUCTURES ARE NECESSARY 3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT SHALL BE N� TN SING POST.
CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO ALLOW FOR INITIAL SETTLEMENT
ONLY WHEN STRUCTURES ARE USED IN CONJUNCTION WITH CIRCULAR TOPS. THAT MAY OCCUR. IF IT DOES TAKE PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED To - CD
RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION 1:1 OR STEEPER PLASTIC FILTER TYPE P W/: ONE BAFFLE I 1 L 1
6. STRUCTURES SHALL BE SECURED TO INLET THROATS, RISERS OR MANHOLE TRENCH WILL BE COMPLETED IN ACCORDANCE WITH THE DETAILS. SEE NOTE 4 FABRIC � LJJ
4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2,2(AVG. OCTOBER GROUND WATER LEVEL). - - TYPE J VV/ 2 BAFFLES 3'_6" W
TOPS WITH A MINIMUM OF 6 -No. 4 BARS 12" LONG, OR AS SHOWN ON SHEET .2. BOTTOM ELEV.
5. 'SEE SHEET 2 OF 3 OF 50 1.1. IN THE D. C.P.W. MANUAL. (SEE NOTE 2)
7. ANY INLET, MANHOLE OR JUNCTION BOX MAY BE USED IN CONJUNCTION, 13 -0 I
WITH ANY INLET THROAT OR MANHOLE TOP. NOTE: BAFFLES AS REQUIRED BY DADE COUNTY D.E.R.M. SOLID PLATE z
8. MORTAR USED TO SEAL THE PIPE IN THE WALLS TO THE PRECAST UNITS ALT. TRANS. SECTION ON TO, OF U-
DRAINAGE PIPE SEC,32D NOTE: IF THIS DETAIL IS TO BE USED FOR PRETREATMENT BAFFLE
SHALL BE OF SUCH A MIX THAT SHRINKAGE WILL NOT CAUSE LEAKAGE MAY BE USED IN AREAS WHERE TRENCH CATCH BASIN 'DETAIL EDGE of
EXFILTRATION TRENCH SEC.360 OF STORMWATER RUN -OFF, THE INVERT OF PIPE TO BE AS
INTO OR OUT OF THE UNITS. MAXIMUM OPENING FOR PIPE SHALL BE DESIGN WATER TABLE SEC.D4 SEC.D4 SHOWN IN W.C. 2.2; IF PRETREATMENT HAS BEEN PROVIDED WALLS WILL NOT STAND VERTICAL, OR
MAX. REQUIRED O.D. + 6 ". BALLAST ROCK SEC.360 THRU OTHER MEANS THE INVERT OF PIPE CAN BE LOWER WHERE CAVE IN BELOW THE WATER 1/2 PIPE EQUALS PAVEMENT-- O z
P MT RESTORATION R -21,1 THAN SHOWN IN W.C. 2.2. TABLE, IS LIKELY TO OCCUR. TO BE N•T.S• OR GREATER THAN
9, BRICK MASONRY CONSTRUCTION SHALL BE PLASTERED WITH USED AT THE ENGINEER'S DISCRETION. OUTLET PIPE
CROSS SPEC.
1/2" THICK MORTAR INSIDE AND OUTSIDE. ITEM REF, REF. " NEOPRENE GASKET - -
DIMENSION D_ MOUNTED ON WALL -
10. CONCRETE PROTECTION FOR REINFORCEMENT IN CAST -IN -PLACE OR STANDARD STORM DRAINAGE DETAIL SD REQUIRED AT ALL _ II I I 1
PRECAST CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 7, INLET TYPE DIMENSION CONTACT EDGES III Z U)
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -71)" EXFILTRATION TRENCH _ 1.1 "P" 42 "x 42" BAFFLE DETAIL BASE POST. OF SIGN POST, ~ _3
„ J„ 54 "x 54" (N.TS.) Z Q
Li W
CROSS SPEC. (D
ITEM REF, REF. - -
METROPOLITAN APPROVED REVISED STANDARD STORM DRAINAGE DETAI SD W
DADE COUNTY 31676, INLET MANHOLE AND 2 6 CATCH BASIN DETAIL. ,- Ax z
PUBLIC WORKS s /4/66 JUNCTION OX
DEPARTMENT TYPES P & J SHEET 4 of 4 N . T. S. < Q W >
jv104G
c rte"
TRAFFIC GENERAL NOTES. W
1. MARKINGS
a. -WHITE H.C. SIGN =
ENGINEER SHALL PREPARE SIGNING &PAVEMENT MARK �
PLANS IN SEPARATE SHEET (1" 50' SCALE MINIMUM). a
12' ON BLUE BACKGROUND 2. ENGINEER SHALL VISIT SITE & VERIFY FIELD CONDITIONS BEFORE Q Q
'{ PREPARING PROPOUSED SIGNING &PAVEMENT MARKINGS PLAN. N W LL
,-BLACK LETTERS 1" HIGH PREPARING PROPOUSED SIGNING & PAVEMENT MARKINGS PLAN.
ON WHITE BACKGROUND Q,'
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL W
�p PAVEMENT MARKINGS AND SIGNS CONFLICTING WITH THE W Q h
PROPOSED ROADWAY CONSTRUCTION. L.L z
PARICINCar ACCESSIBLE PARKING SIGN NOTES: 4, CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
DISABLE6 ALL PAVEMENT MARKINGS AND SIGNS AS ,SHOWN IN THE PLANS C) ~
LANDSCAPE AREA LANDSCAPE, AREA o P MIT 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING W Q LLO
H.C. SIGN BACKGROUND WITH WHITE REFLECTIVE SYMBOL MATCHING EXISTING PAVEMENT
MARKINGS AT THE BEGINNING AND AT THE END OF THE RPOJECT, AND AT ALL
---------------------------------------------------------- - - - - -- ---------------------------------------- - - - - -- AND BORDER. Z W INTERSECTING SIDE STREETS. O L0 CD
j 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF REFLECTIVE 0 _j O
WHITE BACKGROUND WITH WHITE OPAQUE LEGEND PAVEMENT MARKERS ALONG THE ENTIRE LENGTH OF THE PROJECT.
AND BORDER. 7. ANY SIGNING MATERIAL, INCLUDING SUPPORTS TO BE REMOVED, SHALL BE (n m
D a I I z DELIBERED BY THE CONTRACTOR TO DADE COUNTY'S TRAFFIC SIGNALS AND SIGNS
MAINTENANCE FACILITY LOCATED AT 7100 NW 36 STREET, MIAMI, FLORIDA. W 0
3. SIGN TO BE USED AS PER FLORIDA STATUTES. �
U
8. SIGN ASSEMBLY LOCATIONS SHOWN IN THE PLANS WHICH ARE IN CONFLICT WITH Q
CD STREET LIGHTING UTILITIES, DRIVEWAYS, PEDESTRAIN RAMPS ETC. MAY BE
GJ z I 3" DIA. GALV. 4. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY ADJUSTED AS DIRECTED BY THE ENGINEER /INSPECTOR. _
STEEL POST OUTLINED IN BLUE PAINT AND SHALL BE POSTED AND 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PEDESTRAIN RAMPS /X -WALK O O
MAINTAINED WITH A PERMANENT ABOVE GROUND SIGN WHEN SIDEWALK IS EXISTING OR PROPOSED (ADA -PWM).
Be 3; I I I BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 11 ►.. ■y`-
PREFAB CONC. OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY"
5 u I 1'_p"
WHEEL STOP PAVEMENT OR BEARING BOTH SUCH SYMBOL AND CAPTION (SEE DRAWN. R. G.
, PAINTED BLUE SIGN SIGN DETAIL) SUCH SIGNS "SHALL NOT BE OBSCURED BY _
A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED CHECKED: R.N.R.
4 16 LONG. PARKING SPACES.MUST BE SIGNED AND MARKED IN
ACCORDANCE WITH THE STANDARDS ADOPTED BY THE SCALE.
DEPARTMENT OF TRANSPORTATION. NOTES: FOR MORE DETAILS OF BUILDING LOCATION E' AS SHOWN
# 5 CON T. I I PAVEMENT N MARKING & SIGNAGE DETAILS SEE ARCHITECTURAL PLANS. REVISION:
I I I
CONC. FOOTING
TP IP DATE: 7 7 2512009
LP
KNOW WBAT'S BELOW' SEAL171�a,VI
ACCESSIBLE PARKING SIGN
�w 1c ,fig SHEET'
( ALWAYS, CA�,L ,811 p I
11Ir'r rA
- WHEEL STOP DET. V.T.S. SCALE - N.T.S. ''�� `� �IXk }"
n n a�$k�Ci1F Y(J<T ATC,, Ra �I o,.,;
+LAY ,� pt Lrw�w 'f I PD-3
HANDICAPPED PARKING 1/4 REGULAR PARKING 1/4
it s Fast ti s free. Pt s the law.
t �
WYViW CdI15U[)SI11TlE CQIT1 ntk �, 1I M,
D ANTE ICI , ac �'r�1'� OF 3 SHE T
f ,� '