01-0475-002 1-1/2' TYPE 5-3 A.C.5.C. FOR Ts��8E BAN DE PAVING -I- DRAINAGE NOTES-
STANDARD STD•MANHOLE BASIN OR CATCH BASIN
CATCH 1. ALL MUCK UNDER THE PROPOSED DRIVEWAY AND PARKING AREAS SHALL U)(SEE SD 22) LEVELING COURSE (81) BE REMOVED AND REPLACED WITH COMPACT ACCEPTABLE FILL IN t-
ONE-FOOT LIFTS TO 989. DENSITY. o
' SELECT >
2. ALL LABOR MATERIALS AND METHODS OF INSTALLATION SHALL BE Ln o
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Z e' FILL /� SELECT FIL / F IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND L
CONSTRUCTION STANDARDS ADOPTED BY MIAMI-DADS COUNTY.
BLOPE V I \ ELEG FABRIC FILTER +`
AREES SLOPE vARi1=5 /
FILL
SEE 3. ALL UNDERGROUND UTILITIES AND DRAINAGE IS TO BE INSTALLED o'a
\ (GROUT n N BEFORE SUBGRADE IS CONSTRUCTED_
O X 4, ALL ELEVATIONS REFER TO N.G.VD.
1--12' SELECT FILL 15' FEW.GAP. �UJ j tD � Ln cz
d'MAX d' CLOSED 4,MAX FULL CIRCUrIFERENcE 5. ALL PIPE SHALL BE CORRUGATED ALUMINUM, OR AS INDICATED. U IK ' m ter ,
JOINT BALLAST SEE NOTE 4 u1 z W <n cn 0
ROC SEE 4' - B�ALLASt SEE SHEET 2 u�
3 6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFECsUARD Z O
LL
PLASTIC FILTER e ALL EXISTING STRUCTURES AND UTILITIES, ANY DAMAGE DONE TO Z '
6' LIMEROCK BASE, PRIMED, COMPACTED 12" COMPACTED SUBGRADE �\// \ /, / /, % FABRIC ,n EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO W Q ^ .
TO A MIN. 98 PERCENT DENSITY W/A COMPACTED TO A MIN. 989, ' EXPENSE TO THE SUBJECT UTILITY. CALL UN.CL.E.(I-800-432-4-110) (�
MIN. CALCIUM CONTENT OF 60 PERCENT DRY DENSITY IN ACCORDANCE PLASTIC 48 HOURS BEFORE DIGGING. ~ '�
WITH AASHTO T-180
FILTER Q a X
LL FABRIC �/ / '1. ALL CONCRETE SHALL BE 2500 P.S.L, UNLESS OTHERWISE NOTED. U uQ
BOTTOM ELEv. / O
NO SLOTS OR PERFORATIONS (SEE NOTE 2)
PAVEMENT SECTION ON tHiB LENGTH OF PIPE 8. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES. �/'�
LENGTH OF FRENCH DRAIN (25' -MIN. 3'-0' VJ N
(UP TO 50 LF.ONE STRUCTURE) e. ALL PERFORATED PIPE SHALL BE PERFORATED FOR THE FULL c
TRANSVERSE SECTION CIRCUMFERENCE. THE FIRST FOUR FEET FROM CATCH BASIN Q 0)
LONGITUDINAL LONGITUDINAL SECTION SHALL BE NON-PERFORATED. __(_211 NOTES; /,�� "`SELECT FILLS /�OVERLAP I'MIN. T W O
PLASTIC FILTER
10. CONTRACTOR TO DISCARD ALL UNUSABLE MATERIAL AT APPROVED Z IK IU,
6' I. PLASTIC FILTER FABRIC(AT EACH SIDE,TOP AND BOTTOM)SHALL BE USED IN SANDY //� FABRIC DISPOSAL SITE. Q -5 0
-t—*- AREAS AS NOTED ON PLANS AND/OR AS DIRECTED BY THE ENGNEEp_ `r PLASTIC FILTER z "'
1/2' TOOLED JOINT � •• FABRIC 11. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES. � W j 0 u�
SLOPE 2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15'-0' BELOW EXISTING W J � � >,
e _ GROUND ELEVATION,UNLESS FIELD CONDITIONS WARRANT OTHERWISE. 1:1 OR STEEPER O 0 :2 J N
12. CONTRACTOR SHALL VERIFY EXISTING ELEVATION ON PAVEMENTS,
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER \ ' PER1=.CAP. RIMS, ETC. 4 INFORM ENGINEER OF DISCREPANCY. v=i Q
� ELEVATION,IT SHALL BE CAREFULLY WASHED DOWN WITH CLEAN � FULL CIRGUMFERENGE
WATER IN ORDER TO ALLOW FOR INITIAL SETTLEMENT THAT MAY �/ SEE NOTE d O 0 v
_ OCCUR IF IT DOES TAKE PLACE,ADDITIONAL BALLAST ROCK WILL BOTTOM ELEV. 13. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS AND/OR U 7D
a �Y3.• a BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION, (SEE NOTE V BALLAST SPECIFICATIONS FOR FILL REQUIREMENTS UNDERNEATH BUILDING PADS.
i SO THAT THE EXFILTRATION TRENCH WILL BE COMPLETED IN ACCORD- 3�0' ROCK ,
ANCE WITH THE DETAILS.
14. EXISTING UTILITY LOCATION SHOWN ON THESE PLANS ARE APPROXIMATE
ALT. TRANS. SECTION i �
4. INVERT ELEVATION TO BE AS SHOUT l N W.C.22 (AVG OCTOBER GzROUND WATER LEVEL). THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF
EXISTING UTILITIES SHOILN OR FOR ANY EXISTING UTILITIES NOT SHOWN. �,r,�„ ,•'
NOTE
MAY BE USED N AREAS W14E�TRENCH WALLS
IF THIS DETAIL IS TO BE USED FOR PRETREATMENT OF STOR"IWATER RUN-OFF,THE INVERT
WILL NOT STAND VERTICAL,OR WHERE CAVE IN
OF PIPE t0 BE AS SHOWN IN W.C.2.2, IF PRETREATMENT HAS BEEN PROVIDED THRU OTHER BELOW THE WATER TABLE IS LIKELY t0 OCCUR t0
MEANS THE INVERT OF PIPE CAN BE LOWER THAN SH=N N W.C.22.
>r BE USED AT THE ENGNEER'S DISCRETION
FRENCH DRAIN DETAIL 2'
CURB AND SIDEWALK �J
COMBINATION DETAIL SOLID 11/21
WATERTIGHT
CAP SEE DETAIL =
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13' A I- OPRENE 12' MIN 2�� !�
ASKET -„ 31-0,
4 REBA� ALONG ALL 3 SIDES.
SECTION A-A
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CONCRETE WHEEL STOP DETAIi_ 15' MIN. cd c
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GRATE DETAIL_ FOR TYPE C INLET C:6 a
WIDENING �
EXISTING SA UT TO A NEAT STRAIGHT LINE (PARALLEL OR
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PAVEMENT PE ENDICUL TO RUN OF ROAD)
PROPOSED PAVEMENT < a
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+_L) o > 12 12 BACKFILL OVER PIPE 4000 P.S.I. CONCRETE AT 28 DAYS TYPE A TYPE "B" ° Q L
-1 V Q X ��Q — = SEE SPECIFICATIONS
TYPE II CEMENT CV m
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Z X U1 1 � � MANUAL a Z Q L )
> _ SIDEWALK JOINTS �� z
4 U1 O ? `9 WALL REINFORCING
PROPOSED PIPELINE 04 BARS 12' CC VERT. > � ~ °
_ ° 04 BARS 6' CC HORIZ NOTE: 11 Q) Z co co 00
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I III—III III— 3'-6' OR ( '-0' ° N CABLE OF SIDEWALK JOINTS Ld
Tlu TYPE LOCATION I.- CONCRETE TO BE CLASS-1, 3000 P.S.I. Q 1 0
Q 'A' P.C. AND P.T. OF CURVES 2.- THE USE OF REINFORCEMENT WILL NOT n U
HAND PLACED LOWER QUADRAINT TO BE SHAPED _ 2'GL ' > BE PERMITTED. L� U) -
SELECT MATERIAL TO RECIEVE PIPE BELL AND BARREL 5'-0' CENTER TO CENTER
IN 6' LIFTS U B ON SIDEWALKS 3: SIDEWALK SLOPES SHALL MEET THE --
a• REQUIREMENTS OF THE 'AMERICAN dOle STAND 'RD=
TRENCHING DETAIL - - -- � � - WITH DISABILITIES ACT'. =--- -- -_-
_ I 08-22-00
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"6 BARS 6' CCaW --
__ SECTION TYPICAL SIDEWALK DETAILS Sheet no.
TYPC STRUCTURE - THE DESIGN AND CONCEPTS DEPICTED &PLANNERS.ARE THE SOLE PROPEPTY
OF ROBERT REID WEDDING ARCHITECTS S PLANNERS.AIA,INC.NO
REPRODUCTION,T7LIASIONS OR-RWbF OF h IS DRAY,NO IS ALnH RIZ-D.--
WITHOUT SPECIFIC WRITTEN I'ERNISSIQa.ALL RIGHTS-K. - _
OUR JOB NO 00-136 S ee ofj