7615 SW 62 AVE ERPB-07-078-016 SIDEWALK LESS THAN 72" 5, LESS THAN 72"
(ACCESSIBLE ROUTE) 1:12 MAX. 1:12 MAX. 1
WHITE SYMBOL CERTIFICATE OF AUTHORIZATION LOW:
�- ON BLUE BACKGROUND E.B.7966 COMPANY NAME:
Cm Ism VOTES:
BACK OF CURB SLOPE UP RAMP LANDING SLOPE UP 1:0 1" HIGH BLACK LETTERS .: GOLD AST
1 r ALL ELEVATIO.13 L.Htri. I!C.1 THE PLANO OR OTATEID IN THE t�rcCtl.Lu=uZ TO THE
HATi .AL CODDE O VIUMCAL DAWLI(110-V IL)
OF1�A�AIZrrF 8 C.B.S. WALL ON WHITE BACKGROUND ENGINEERING
a' CONSULTANTS, INC.
ter.
2.- E;Wpo .''D G==S3f0'.::!C'!THE PLAtI;l ARE FItCIC=CRAD:D.
ADDRESS:
3r ALL VATERLAL AND CIOTALlAT10N 0PL VgCATIONB SHALL CZ IN ACCMMX:CE /
17RH THE O"AND C ONFO'17!!TO THE lr3AL'3*AD£CI IiY FIt..L1C NOTE
7480 FAIRWAY DR[VE,SUrTE 205
` D�ARTT�rT SIGN SHALL COMELY WITH IdlAM1 LAKES,111
4r CONTRACTOR C ALL COMPLY WITH THE nLmEs AND R•pT=M CF THE FLORIDA ACCESSIBILITY CODE { 5)82 33014
OCCUPATIONAL MUM AFD3*WALTH A TRATION(O.DMA)XM THE t_At.'IIAL PHONE: 30 822 533
OF UPS TRAM0 CONTROLDEVKIES PALT.C.D.). FOR BUILDING CONSTRUCTION
FAX: (305)826.0888 �,,..
ARE���Tt�t�,� 1994 EDITION AND WITH THE � P.�1�
THS ACT $ 62 ACCESSIBLE PARKING LATEST REQUIREMENTS OF
L:OCAIWK CONTRACTOR MIAM CONTACT TTVE UnLRY COEPAHM TO PRECAST CONC.
VERIFY EXACT AND TYPE M1dFAIAL.OFEcACHUTMM. ALL WHEEL STOP SIGN (7'-0" TO GOVERNING BODIES HAVING
CI3TALLATFON3 SHAH E!£ElAM IN SIFCH A HANNERAS MOTTO VII r.T"�-t:REF BOTTOM OF SIGN) JURISDICTION.
W133TWO OR NEB!uTiLnr;DRAwAOE OR ROADWAY CONV=CT=- (TYP.) T T
Or THE CONTRACTOR SHALL HOLD A MEETMti PRFQ:LTO THt U T I E R R E Z
START OF ANY PROJEC:TAXD MCWDE.tHE DES10N aO�ER. SLOPE SHALL NOT
FLOn1DA P01WERAIM U GHT COMPANY,MITHEM DELL,THE'CAD CC="r'A N XM STANDARD EXCEED 2% IN STANDARD
Ar1Y OTHER un>;nY�CAME TEI EVISlON UTDn�.3)AIW ANY PARKING SPACE ALL DIRECRIONS PARKING SPACE _ � � � LOZANO
¢avERN MarraL Aa>�Y APPLICABLE
7r- THE CONTRACTOR..HAIJ.OSTAiNACERTtF=T=RU=MATLEADT43HO1[-M m ACCESSIBLE SIGN POST
P:aOR TO THE aTATCT 07 ANY IDCCAVATIO.'1 FaiTtL DC3CTICSI O? r PARKING SPACE ARCHITECTS
tlr 7�1iEAE'! aHALL DE r.OTTFiED[3Y THE CO`1TRACiOM AT LcA5T 43 KOICtfl /w �,� i WHITE
PRIORTO THE OTARTCFCOrd*,i'TTtUC WNANDFQRTHEDiLFECI Cr.JCFTiNC E (� z i i i (RECOMMENDED) °
FoLI.O t3i11�� a ` BLUE BLUE FT. LAUDERDALE, FL. 533312
.C3.EaATnNO,DazIFCxCD10 Arm nh �, r i FINISH GRADE 5►,
•OTORM D'.tAG1Al�I:'OYO'iMI I i - - - - 4'LONG YI•!ttllT FAX
m%go ,S COT. PHONE: (954) 321 -3442
-� 1- 10)_9 � (954) 321 -3864
AaPHAL.T,Cor,�TE PAVE-Tr / '-i I I I I 1=111=111; as-flr ALL INTERNMOATE XW FINAL C1�TtO%H CHALL CE VAM CrY THE Q - � r - 1T � REVISIONS
( 1 111 I 1-1 {C. FOOTING
10..C 0104 M•A 4=Lr iNFOfBUTION RE1ATiVE TO EI"ATIOM CnAWALt F_-E. " - - -
UTaM AND OTRUC TuRf L ICATFON AND THE LM SHALL EE AL'CURATMY 6 ! OPTIONAL ACCESSIBLE - 1 f _ - - - -
LEtO;RDED 13Y THE CONTRACTOR AND SUlIMITTED TO THE R PRIM, \ SYMBOL IN WHITE ---- ----
,,. I {=1 11= 3"
FOIAL.ACCEPTANCE OP WORK. 'AS-�mr�ll �u►Tan°g PAVNC!'Axa �-- --I 3 TO 5 FEET HIGH _ T
D'RAMAW ELL-VATHM SHA1L GE CiRT11TED DY A LAW dVIrtVCYOR. � =1 1 l I=)
' _ A I I A
11.•THE CONTRACTOR SHALL RMOVE ALL TRASH AND MATOUAL FRO;!TFM ` i ( " I i-
COILSTRU==SITE iiArEDIATELY UPON C�LETM OF THE PROJECT. I- 8" A I I I I A
12r IM CONTRACTOR OHALL RESTORE ANY DAMAGED ORCENTILO=PRIVATE II
PUBLIC PROPERTY ADJACENT TO THE PIEOI SITE MEDIATE ILY UPa! g' 12' MIN./13' MAX. 5' 9' , ` (11, I f 10 DIM. 1 -6 I i
tOUPLEnCH OF CONSTR1J=ON AS DIIRIM I E3Y THE 9iOMER. 2P-6"
1&-THE BID PIPE 19AY BE HA DS FLUSH WITH THE i OW WALL,Or TH=CATCH MA I az � I
DAMHOLE aTRUcru .
I&CONCRETE USED FORPAVEM31 AIIDRA^IARECHALLCE CAD'r_%'w HAt== TYP. PARKING STALL STRIPING TYP. HANDICAP SIGN TYP. HANDICAP SYMBOL
OF 2000 P=COi1PR£SSNE OTREJiM AT 43 DAY&
10.-ALL UNDERGROUND LITiLME D LHALL.CE QED ANY PAVw:'S3
CotaTRLFCTTCS+t3E�.
PROVIDE NEOPREME GRATE ELEV. VARIES NOTES: _
1a-=HO?DRAMANCLSCHALLC P-&WMBYTH3E3=2M GASKET ® ALL c I BRICK TO GRADE I � - 1cr
PAVE'S!T tIDTEt�
CONTACT EDGES BY-CONTRACTOR 2" C.L. '' ° MANUEL GUTIERREZ 0
SOLID PLATE ON PLATE TO BE WELDED 1.- BEVELED EDGES: ALL EXPOSED ,C, o . . o . STATE OF FLA. REG. No. 8253
1r PAVEt=1T�JTCHALL MATCH THET`I)CIIA 1Tny,0=11AS m "� '6 TO TOP OF BAFFLE CORNERS AND EDGES TO BE � P1mVmw
rdMWVED DURING THE MWAVATIOTL TOP OF BAFFLE '
9r THE SURF=ACE SHALL CONSIST O.LC Hi M 1'TYPE 13 ACPHALTIC CC=COAT. A �D' CHAMFERED 3i'4". � ZS3'4
2.- FOUNDATION MATERIAL: WHERE 2r
TACSCCOATTOBBAC:.PENETRATtO�ICrNADEc�t�ostAtxHAL.T 'B' (PRECAST CONC. 27"
GRADE R21•,2 AS lSPl�ED IN SECTION=107�THE PJMT." 'rANDARD .` MATERIAL UNSATISFACTORY FOR SEAL
CIPECI FICA711M FOR ROAD AND BRIDGE LATEST ED1 =1 Ai:D I I 18 . STRUCTURE} 24" DIAMETER FOR
rtEV IONS THEREM ALL E LE ATIOENB ..1 ON THE PLANO Opt OTATED CI THE 24" PIPE � FOUNDATION IS ENCOUNTERED AT � ' '``
CPECO.R�rtTOTHE ATICUL _ � SEE 24" PIPE 'g' ELEV.W2.5 LEVEL FLOW LINE, OMIT FLOOR AND MANHOLE TOPS _
3.- L9lWM r CO9PAC'TED LMWWCI%Pa'1=- DACE COL<rZ=AD=CATCD i CARRY WALLS TO SATISFACTORY ! SURFACE & FIN. 2r a EM
CPECx�t:1 DECTTON=OF THE P.D.O.T.=ANDARD ATIO.`Cf Paz rj= NOTE 3 ELEV. VARIES ! GRADE VARY DE-CTtON A"A
FOUNDATION. BACKFILL TO FLOW PADS El
AMD CRIDGE CONSMICTION"LATEST E DITM AND TEiF3MIXL 2 CARLOS LOZAN0
CO:_7ACiEDTO0%t111L�_Jr-IDnYCE1, ffY(AAWITOTrfp CAmlI 24" BAFFLE FOR LINE WITH CLEAN SAND. „ 17x27 OPENING 10Yi' STATE OF FLA. REG. No. 0014722
` SUMP POLLUTION RETARDANT 3.- DETAILS IN ACCORDANCE WITH 17- -- --i-- FOR CATCH BASINS 10'
C.'WrL QE r:OTm(DCCAVATIO:!a SEE SEE Ems• VARIES ,C, BASIN THIS SHEET DRAWING NO. 102 & 103 U.S. • "
1.- TH:CONTRACTOR OH All.DO ALL EXCAVAT=Or1*HATEVMCU:=X-T= NOTE 2 NOTE 1 'F' (DOWELS) PRECAST CORPORATION.
IENCIDUNTERED TO A DEPTH SHOWN CN�1 THE DRAWlNtM �"" ADDITIONAL REINFORCING
ar EVACUATED MATERIA19NOTREQUI[R DFORRACKFILL.OHALLCE OFF UY T 4.- CONNE::TING PIPES NOT TO I "
BAFFLE & BRACKET G 'E' EXCEED 2" INSIDE THE BARS #4 AT 6 1r BECTION DO
3.- Tom+�v � MANNOLr�as:tlA 111EDE%U7ER• DETAILS & NOTES MIN. SIZE C.B. SOLID BOTTOM STRUCTURE. TYPICAL CATCH BASIN COVER
DEWATE11MG SHALL BE A CONTB(UOS OPERATION AND SHALL NOT SE
1 U.S.F. TQO FRAME� U.S.F. 6223 GRATE
I11TERIM ED OR DISCONTINUED t1Ni1L 811pD31>fiS 15 EAI�.
� SCALE:tLT.S.
4r AFTER PiPE$HAVE EFi:Q!LAID AND APPROVED THE TRENCHES SHALL C
QAC�i11FD AND COUPACTi:D rATH CLEAN AND�OF amAII EIATEMAL. P.R.A.C. BASIN NOTES: TYPE TYPE "A" "B" "C" -D" "E" "F" "G" "H"
P.A.B. C.B.
1.- BAFFLE TO BE MADE OUT OF A SECTION J-4 D-4 4'-0" DIA. 8" 1 #4 ® 12" O.C.E.W. #4 6�) 12" O.C.E.W. #4 DOWELS 0 12" 6'-4" DIA. 5'-4" DIA. #4 ® 6" O.C.E.W. r
OF CMP THE NEXT LARGER SIZE. �-
AC3TMMM .1L CZ-%ID 2.- 3'8" GALVANIZED LAG BOLT IN LEAD SHIELD J-5 D-5 5'-0" DIA. 8" 10" #5 ® 12" O.C.E.W. #5 ® 12" O.C.E.W. ##5 DOWELS ® 12" 7'-4" DIA. 6'-4" DIA. #5 ® 6" O.C.E.W.
'� . b PAVEY.�?n
DIET i (TYP.).
C.EL CATCH DAB! 3.- WELD OR 232" THUR BOLTS (S.S.). J-6 D-6 6'-0" DIA. 8" 10" #6 6 12" O.C.E.W. #5 ® 6" O.C.E.W. #6 DOWELS ® 6" 8'-4" DIA. 7'-4" DIA. #5 ® 6" O.C.E.W. T
OFFSET IF STRUCTURE
1ya CIATERt3A1?! 4.- GRATING
SHALL BE
III OAHrTARYS3MW1 IS USED AS OVERFLOW. J-7 D-7 7'-0" DIA. 8" 10" #5 ® 12" O.C.E.W. #5 ® 6" O.C.E.W. ##6 DOWELS ® 6" 9'-4" DIA. 8'-4" DIA. #5 0 6" O.C.E.W. 2'
rim tm1 rm1C.Kt 2TER 5.- POLLUTION RETARDANT BAFFLE AND BASIN
MOST. IS TO BE INSTALLED WHERE REQUIRED BY J-8 D-8 8'-0" DIA. 10" 10" 2-W.W.M. WITH #4 #5 ® 6" O.C.E.W. ##6 DOWELS @ 6" 10'-8" DIA 9'-8" DIA. #5 @ 6" O.C.E.W. 0.75 1.25
_� S STRAIGHT'CURB (TYPE Dj
Pte. DADE CO. ® 12 O.C.,VERT. , WALE:N.T.S.
HJ3.P.E. HOOH �
POLYETHE L13M
CO m CONCRETE
to
MO. OTORMGE� CATCH BASIN & POLLUTION RETARDANT •
LMT. LATESRAI.SEWER ATTACHMENT C.B.REINFORCEMENT DATA
IZ.CLL. VAIN{MATER LEADER
CN. DIVERT C�
EMV. ETAI/ATID:1
FRAME & GRATE
CONC. PAVEMENT
PLASTIC FILTER PAINT TRAFFIC ARROW SIGN WHITE T.
FINISH GRADE FABRIC MIN• TRENCH MIN. 0.15 MILS THICKNESS •
VARIES WIDTH 3'-0" r
PLASTIC FILTER TYPICAL TRAFFIC ARROW DETAIL
FABRIC TABLE OF SIDEWALK THICKNESS-'T'
/�.�.... . / /\�/ BALLAST ROCK \//\�\//\/ //�\/ /� �i\/\/ :- ,. . .,- �� / >, TYPE A JOINT LOCATION T + CL2
\\\ i \/\�r\\� y�. \ PIPE (PERFORATED) \\/\\ i .�\ /� \\j\\� \\/ j 15 PIPE \// \/\/� \5 PIPE P.T. ESIDENTIAL AREAS 4" + C�
.;
[DRIVEWAYS & OTHER AREAS 6 w
TIC FILTER \� Cr7
I I( l. j - - /\\j FABRIC --- �� TYP. R/W LINE TABLE OF SIDEWALK JOINTS U a
i TYPE LOCATION �, w
XN
I ` ST P.C. D P.T. OF C RVED w
LENGTH OF \ NEW SIDEI4 A JUNCTION OF EXISTING & •-{
LENGTH OF j SIDE ALK !- y4r SIDEWALKS
/ \
CO
SOLID PIPE t_ SOLID PIPE I \, �, E
, \ \/\ P.C. , FIVE FEET FROM CENTER W ►--�
\/ 5'-0" TYP. 5 -0 TYP. /� .•::. //\ BALLAST BALLAST TYPE A JOINT B TO CENTER ON ALL Z -
/ LENGTH \\�\ \\j ROCK ROCK TYPE B JOINT
FRENCH D \//\\/ :�::,� /\\� /\ PLAN
BALLAST ROCK , BALLAST RO //>/ ' : ;.': :.=. ;` ; :/\� �, SIDEWAKLS WHERE SIDEWALK ABUTS
E/4" " C AND CSIMILAR STRUCTURES
CATCH BASIN \\/\/ ANT TITLE
OR MANHOLE //\ / SHEET
\ \ I /\/\ C.B. � / % 3�" PREMOLDED
,
Yam EXPANSION
\ \\ /\/ BOTTOM ELEV. 15
�\/ // /��/��//•�// �� / OW FINISH G JOINT MATERIAL DETAIL SHEET
//\\%�\ // /�// // // //\\// % / //.' i\�/j 5' MIN.
BOTTOM ELEV. 15 \\/\\/\\/�� i\/ �\ELEV. 15 // F �,4„ PEP, ._ ,.
BELOW FINISH GRADE B FINISH GRADE TYPE 'A' TYPE 'B' TYPE 'C' FT. SLOPE R/W scAl�: >I - io
(OPEN TYPE JOINTS) (SAWED JOnM) (EXPANSION DORM)
FRENCH DRAIN DETAILS TRANSVERSE SECTION ALT. TRANS. SECTION 1 LINE
NOTES: NOTE: NOTE: SIDEWALKS JOINTS T SECTION A-A JOB No.:
1. PLASTIC FILTER FABRIC SHALL BE USED. WITH THE DETAILS. IF THIS DETAIL IS TO BE ALT. TRANS. SECTION MAY BE USED IN AREAS WHERE TRENCH DATE: 09/12/08
2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15'-0" BELOW EXISTING GROUND ELEVATION, USED FOR PRETREATMENT WALLS WILL NOT STAND VERTICAL, OR WHERE CAVE IN BELOW
UNLESS FIELD CONDITIONS WARRANT OTHERWISE. OF STORM WATER RUN-OFF, THE WATER TABLE IS LIKELY TO OCCUR. TO BE USED AT THE
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT SHALL BE CAREFULLY THE INVERT OF PIPE TO BE ENGINEER'S DISCRETION. SHEET
WASHED DOWN CLEAN WATER IN ORDER TO ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES AS SHOWN IN W.C. 2.2; IF
TAKE PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER PRETREATMENT HAS BEEN
ELEVATION, SO THAT THE EXFILTRATION TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS. PROVIDED THRU OTHER C - 3
4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2. (AVG. OCTOBER GROUND WATER LEVEL) MEANS THE INVERT OF PIPE
CAN BE LOWER THAN SHOWN
IN W.C. 2.2.
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