00-1144-017 g
FOR F'Et ED G PIPE
- - - - - JolNrs ARE RE TO To BE BANDED, -- - - - PAVING -I-' DRAINAGE NOT-Ea�= -
- RUT NO GASKET
- - STANDARD STD.MANHOLE 1. ALL MUCK UNDER THE PROPOSED DRIVEWAY A140 PARKING AREAS SHALL
CATCH BASH OR CATCH BASIN BE REMOVED AND REPLACED WITH COMPACT ACCEPTABLE FILL IN r
---- ---- - (SEE SD 2.2) ,�VELING COURESE l8') -__ ---
ONE-FOOT LIFTS t0 9890 GENSITI.-
_ - " _ _ - u)
l - - 2. ALL LABOR,MATERIALS ,�'�lD-1`ETHQ��OF Ih�iTALLAt14N SHALL BE
L IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND L
SELECT FIL F
CONSTRUCTION STANDARDS ADOPTED BY MIAMI-DADE COUNTY.
18ELEG F�d,BRIG FILTER e
SLOPE V,4Rf>:S SLOPE VARIES / FILL 3. ALL UNDERGROUND UTILITIES AND DRAINAGE IS TO BE INSTALLED
SEE GROUT TIT N BEFORE SUBGRADE IS CONSTRUCTED.
O i 5 4. ALL ELEVATIONS REFER TO N�G.VD.
�14 SELECT FILL 15 F'Et .C.A.P. Ul> U W/
FULL CIRCUMFERENCE m 5. ALL PIPE SHALL BE CORRUGATED ALUMINUM, OR AS INDICATED. z_ W m
` 4'MAX 41 JOINT ZRAI-LAST '^4'MAX SEE NOTE 4 J
BALLAST SEE SHEET 2 6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD Z -7 IL
ROC SEE 4 ROC PLASTIC FILTER e ALL EXISTING STRUCTURES AND UTILITIES, THE AGE OR DONE To C6
AT NO
- EXISTING UTILITIES SHALL BE REPAIRED BY E CONTRACTOR W
6' LIMEROCK BASE, PRIMED, COMPACTED 12' COMPACTED SUBGRADE ��//, \ �� /\ \ / / / �� FABRIC 'n EXPENSE TO THE SUBJECT UTILITY. CALL UN.CL.E.(I-800-432-410) Q F
TO A MIN. 98 PERCENT DENSITY W/A COMPACTED TO A MIN. 98�a /� //� 48 HOURS BEFORE DIGGING. Q d
MIN. CALCIUM CONTENT OF 60 PERCENT PRY DENSITY IN ACCORDANCE PLASTIC Q
WITH AASHTO T-180 FILTER / x 1. ALL CONCRETE SHALL BE 2500 PS.L, UNLESS OTHERWISE NOTED. U u
FABRIC / /.
• No SLOTS OR PERFORATIONS (SEE NOTE 2) �/` /,�/�� /��/�/ 8. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES. rO� 9
PAVEMENT SECTION ON THIS LENCsTH OF PIPE v,
LENGTH OF FRENCH DRAIN (25' -MIPL) 3'-m� 9. ALL PERFORATED PIPE SHALL BE PERFORATED FOR THE FULL
(UP TO 50 LF.ONE STRUCTURE)
TRANSVERSE SECTION CIRCUMFERENCE. THE FIRST FOUR FEET FROM CATCH BASIN Q L;
SHALL BE NON-PERFORATED. W (-
LONGITUDINAL SECTION -f- W o
�"`SELECT FILL„ /�OVERLAP I'MIN.
o s: 10. CONTRACTOR TO DISCARD ALL UNUSABLE MATERIAL AT APPROVED z IV N
PLASTIC FILTER DISPOSAL SITE. O 2
6' I. PLASTIC FILTER FABRIC(AT 1=ACH SIDE,TOP AND BOTTOM)SHALL BE USED IN SANDY /j, FABRIC
AREAS AS NOTED ON PLANS AND/OR AS DIRECTED BY THE ENGNEER. `r PLASTIC FILTER 4-' z U
�—FABRIC 11. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES. W
TOOLED JOINT 2. THE BOTTOM OF THE EXrILTRATION TRENCH SHALL BE 15'-0' BELOW EXISTINCs � �p
SLOPE ! —�,� GROUND ELEVATION,UNLESS FIELD CONDITIONS WARRANT OTHERWISE. 1:1 OR STEEPER O 12. CONTRACTOR SHALL VERIFY EXISTING ELEVATION ON PAVEMENTS, Q } 9
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER 'PERF.CAP. RIMS, ETC. INFORM ENGINEER OF DISCREPANCY.
7. ELEVATION,IT SHALL BE CAREFULLY WASHED DOWN WITH CLEMI �j FULL CIRCUMFERENCE
WATER IN ORDER TO ALLOW FOR INITIAL SETTLEMENT THAT MAY / \ SEE NOTE 4 13. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS AND/OR U
OCCUR IF IT DOES TAKE PLACE,ADDITIONAL BALLAST ROCK WILL BOTTOM ELEV. SPECIFICATIONS FOR FILL REQUIREMENTS UNDE�IEATH BUILDING PADS.
st .` BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION, (SEE NOTE 2) \ /, / BALLAST
S • ` a SO THAT THE E�ILTRATION TRENCH WILL BE COMPLETED IN ACCORD- 3'-0' ROCK
ANCE WITH THE DETAILS. 14. EXISTING UTILITY LOCATION SHOWN ON THESE PLANS ARE APPROXIMATE
INVERT ELEVATION TO BE AS SHOWN N W.C.2s (AVG.OCTOBER GROUND WATER LEVEL). ALT. TRANS. SECTION THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY or-
4.
EXISTING UTILITIES SHOWN OR FOR ANY EXISTING UTILITIES NOT SHOU1�1. ,�"�D
`9 NOTE: MAY BE USED N AREAS WHERE TRENCH WALLS ••' •�fie. •�
IF THIS DETAIL IS TO BE USED FOR PRETREATMENT OF STORMWATER RUN-OFF,THE INVERT WILL NOT STAND VERTICAL,OR WHERE GAVE IN
OF PIPE TO BE AS SHOILN IN W.C.2.2, IF PRETREATMENT HAS BEEN PROVIDED THM OTHER BELOW THE WATER TABLE IS LIKELY TO OCCUR.TO �. D• ;•"
MEANS THE INVERT OF PIPE CAN BE LOWER THAN SHOWN N W.G.22. BE USED AT THE ENGINEER'S DISCRETION
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FRENCH DRAIN DETAIL J-
p +
CURS AND SIDEWALK
COMBINATION DETAIL SOLID ,,,2, *' "�"•'°' y
WATERTIGHT
CAP SEE DETAIL +
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rn .,
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_1 OS
21-O'TO EDGE N
OF PAVEMEN P°I •o
ONE HALF 0 -
6 -0 _ 24' DIAMETER PIPE 0 0 P o y'
—I r c"
2 2 fD � t.•;.
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13' EOPRENE 12' MIN.
A 7' GASKET -� 3'-0' .
I LONG ALL 3 SIDES. `N �"
4 REBA SECTION A-A N ' -•
OUTFALL
f I� r-I • ;
STOP DETAIL Ca b
CONCRETE WHEEL ,8 MIN.
cla Ca 4N,
O 24' MIN. 7f Tf c� R
GRATE DETAIL FOR TYPE C INLET a � � . ¢, •
r n T E"' •
01 ter° WIDENING
EXISTING SA UT TO A NEAT STRAIGHT LINE (PARALLEL OR
PERPENDICULAR TO RUN OF ROAD) �
PAVEMENT ® UY�"
PROPOSED PAVEMENT POLLUTION RETARDANT
TYPE 'A' JOINT W
EXISTIN �4 ROPOSED BAS
BASE
TYPE= B iu
JOINT / > 5'-0'MIN. 'S '
/ W
RN1 LINE p �
R/W `
A Q �— LINE � s t
.02 FT IFT. SLOPE
EXI 1
CUT DETAIL
[::NEW SIDEWALK SIDE INL =_
SA V V SIDEWALK
e A
TYPE 'B' JOINT /� U ;. Q
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VTYFrz '5' JOINT SECTION A-A z
Q I
EDGE OF • L� �
PAVEMENT �. PLAN m =
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W
Q X E
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/a' fie' r� c
EXIST.GROUND ° I = _ c
'R • SAWCUT 1R/2' DEEP 20'-0' MAX. O.C. O
_—_—_—_ — O 000
Q� I — I PREMOULDED EXPANSION E Q E
4-a Z O W=PIPE OD. PLAN JOINT FILLER Y Z
o z > i-- — — FOR PLACEMENT of 4000 P.S.I. CONCRETE AT 28 DAYS TYPE A TYPE B N m
U� Q O � +24' " NOTE:
w w O
� � � O�q O •q 12. — BAGKFILL OVER PIPE TYPE II CEMENT
D
p� �Q X LL:L� I I — SEE SPECIFICATIONS �� z
Q t 0 k) — SECTIONS OF PROJECT a SIDEWALK JOINTS Z � Q In
°
z X ,u MANUAL WALL REINFORCING +� � O
00 00
*4 BARS 6' CG HORIL TABLE OF SIDEWALK JOINTS W v) to Ln
PROPOSED PIPELINE Q "4 BARS 12' GG VERT. NOTE: 1� O Z 00 U7
3'-6' OR 6'-0' ° ct) I.- CONCRETE t0 BE CLASS-1, 3000 P.S.f. J 0
I III III III— Ui TYPE LOCATION Q a
° 'A' P.C. AND P.T. OF CURVES 2.- THE USE OF REINFORCEMENT WILL NOT
HAND PLACED LOWER QUADRANT TO BE SHAPED __2-CL } ,B, 5'-0' CENTER t0 CENTER - BE f'ER1'11ttED.
L� V)
SELECT MATERIAL TO RECIEVE PIPE BELL AND BARREL U ON SIDEWALKS 3. SIDEWALK SLOPES SHALL MEET THE
IN 6' LIFTS <`+
REQUIREMENTS of THE 'AMERICAN =0�
�• • WITH DISABILITIES ACT'.
22-:0:')
STANDARD TRENCHING DETAIL ° ° •? --
BARS 6' CC19W TYPICAL SIDEWALK DETAILS- sheet no.
TYPE V fl STRUCTURE THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY
OF ROBERT REID WEDDING ARCHITECTS k PLANNERS,AIA,INC.NO
OUR JOB N0.00-136 WITHOUT'SPECIFIC EWRITTTEN PERMISSION.ALL RIGHTS RESERVED.AUTHORIZED �.sheetX X o f