10-1035-011AF
w
POLLUTION PREVENTION PLAN
'SDEDI.NEJ`�'T AND ERr1r`10N1 NOTES
1, THE CONTRACTOR IS: RESPONSIBLE!' I FOR REMOVING FROM SIT t*` N01'
REU'5AME' ON-SIT7. AND A5SURM0 PLAN ALIGNkit*NT' AND GRADE IN ALL
DITCHES A.N. SWALES AT COMPLETION ()F CONSTRWCTION.
2, THE SITF CONTRACTOR M RFS-�.IONSIRLF FOR REMOVING, THE TEMPORARY
ERCISION AND 5_01VENT CONTROL DEVICES AIFIERI COMPILE' TION Or
CONSTRUCTIOW AND ONILY `*]EN AREAS HAVIE OF N S7ABILIZEM.
3. ADDMIGNAL, PROTECTION - ON -S[TF, PR
O77-CTIGN IN ADI)MKON To T11F Aq, 0 Vr
MU-'--',T BE Pk0-'VDED TRAT WILIL NOT PERMIT SILT TO C AME THE PRO.IJEC"I'
CONFINES DUE. TO UNS"E'EN CONDIT,101`45 01R ACC-,IDENTS-y
4- CONTRACTOR SHALL "NSURE "THAT ALL DRAINAGE STRUClURESi, PIS' -ES; ETC.
ARE'Gl. ANF,D OUT AND INORKING., PRIOPFRLY AT 11NIF OF ACCEPTANCE:.
5, WIRE MF:SH SIIALI 517
LAID 0 F TI-IF PROP INILET $0 7FIAT THZ,7 1,10131,17 EXT7 N D S
A MINIM.UM OF' -1 FOOT 81EYOND FACH sir.,E OF THE I_-MLET STRUCTU4E,
HIARDWARE CLOTH ;0.R COMPARABLE MRE NIESH W11TI-1 lt-11\1104 OPEN— G SHALL
BE USED, IF MORE THAN ONE: STR'P OF MESH IS NECESSAIRY, THE STR.'P'Sl - _QH A L L
BE OVERLAPPED.
6- FDOT N0,1 COARS- AGGREGAI-E SHALL BE PLACEDOVER THE VARE MESH AS
INDICATED. C+4 DETAIL S. THE DER-11i OF STONE SHALL BE AT LEAST 12
INCHES OVER THE ENPRE INLET 01"ENI,%G, THE STONE SHHALL EXTEND W-EYOND
THE INLET OPENING AT LF,-AST 18 IN-CHES CIN ALL SIDZ'19-:
7, IF THE STONE FILTER BECOMES CLIOGGED VAP-4 SEDIMENT SO THAT IT No
LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE 'STONES MU;ST 1E- PULmD
AWAY FROM THE INLET, CLEANED AN-0 REPLACED.
8. B.ALES SHALL BE EITHER WRE-80u-NM OR SlRIN�-TIED VATH THIE
.ORIF1a1N7D AW)l),ND TIDE SIDES RATHIR THAN OVER AND UN-rjFR 7117 BALFfS.
BALES SHALL. PLAMD LtNO3THVVS)F, IN A SINGLE ROW SURIROUNDIW� TTIF
'7
INLET, WITH THE ENDS. OF ADJACENT BALES PRESSED- TOG� THER,
10, THE Flt FFR b-ARRIER SPALL OF ENTRFNICCHID AND ERACK17-luxo. A TRENcIA
SHALL BE EXCAVAIED, TO A 14NIMUM DLt�rH OF 4� INCHES� AFTER THE BAL'S�
ART STAKE P3 `THT, EXQAVA71) F-011, SHALL RIB, 5,ACKF1LL.,ED AND COMPACTED
AGAINST THE FILTER SARRiEl-R-
11i EAVW, BALE SHALL ,BE SECURELS-! AN-0140RED AND, HELD W1 PLAC1 BY AT ILLEAS'T
TAI RS D;?IVEN THROUGH TI1E 8A1
TWO S, KES OR RELOAII
12, LOOSE STRAW SHOULD BE WEDGED 18E7VrEEN 'SALES TO PREVENT WATER
FPGM ENTEMNG REPO FN RALITS7,
STRAW 9ALE RARR'ER5 5511HALL BE SP E C TE1 1 3 AM . t, I AED LY AFTE
1.3. 5 i IN I . wIATP_ -R, EAC3,4
RAINFALL ANL AT LEAST DAILY DIURINK; P-RoLoNrGED AI P=ALL,
14., CLGSE ATTENTION SHALL, BE GIVEN TO THE REPAIR Ofd, C."AMAGED BALES, END
RUNS AND UNMERCUITTING BENEAIP BALES.
15 NECESSARY REPAIRS TO BARRIERS OR REPLACEM. NIT OF BALES SHALL BE
15. SEDIMENT DEPO-,217S, SHOULD RzmawED AF7, R EACH RAINr,-ALI,,., IT MUST 13,--
ROMOVED WHEN THE UEVEL OF DEPOSITION REACHES APPROXIMATELY 0 E- ALF
THE HEIGHT .%F THE. BARRIER,
llrliIAMI�DADE COUNTY, FLORIDA
SW 72nd STPEET,
cj
SOUTH MIAMI HOSPITAL
CLINICAL EXPANSION SITE
LOCATION MAP.
SCALE: '1" = 300'
LEGAL DESCRIPTION
FOLIO #09-4036-011-0300
LOT 1, BLOCK 3 "OAK HEIGHTS",
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 46, AT PAGE
64 OF THE PUBLIC RECORDS OF
MIAMI—DADE COUNTY, FLORIDA.
AND
FOLIO #09-4036-011-0310
LOT 2, BLOCK 3 "OAK HEIGHTS",
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 46, AT PACE
64 OF THE PUBLIC RECORDS OF
MIAMI—DADE COUNTY, FLORIDA.
AND
FOLIO #09-4036-011 -0320
LOT 3, BLOCK 3 IOAK HEIGHTS",
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 46, AT PAGE
64 OF THE PUBLIC RECORDS OF
MIAMI—DADE COUNTY, FLORIDA.
AND
FOLIO #09-4036-011-0330
LOT 4, BLOCK 3 "OAK HEIGHTS"
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 46, AT PAGE
64 OF THE PUBLIC RECORDS O�
MIAMI—DADE COUNTY, FLORIDA.
AND
FOLIO #09-4036-011-0340
LOT 5, BLOCK 3 `OAK HEIGHTS",
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 46, AT PAGE
64 OF THE PUBLIC RECORDS OF
MIAMI—DADE COUNTY, FLORIDA.
AND
FOLIO#09-4036-000-0290
A PORTION OF THAT PORTION OF
THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF
THE NORTHWEST Y4 OF
SECTION 36, TOWNSHIP 54 SOUTH, RANGE 40 EAST, LYING NORTHWESTERLY OF THE
FLORIDA EAST COAST
RAILWAY, LESS THE NORTH 25 FEET AND THE EAST 35 FEET FOR ROAD RIGHT—OF—WAY.
AND
THE SOUTH 25 FEET OF S.W. 74TH STREET LYING IMMEDIATELY ADJACENT TO THE AFORMENTIONED PROTIONED OF
THE SOUTHEAST Y4 OF THE NORTHEAST Y4 OF THE NORTHWEST Y4 OF SECTION 36, TOWNSHIO 54 SOUTH, RANGE
40 EAST.
114 ANY SLL11MLN1,ULFUz*II� KLMAMINU IN
FILTER BARRIERS, I AND OR SILT FENCES ARE 140 1-0,NGER REQUIRED, SHALL 9E
DRESSED DO CONFORM TO THiE- EXISTING GRADE, PREPARED AND -SEEDED,
18. I.Stl ENCES AN 10 0 FILTER BARRIERS SHALL BE !NSr1,;ECTED'jMM1ED1ATELY I AFTER
TACH PAI N FALL., ANbl, AT LEAST DAILY DURING 'PROLONGED RAIINFALL. -ANY
REQUIRED REPAIRS SHALL BE MADE Ih4ME-DIA*T1i'_LY.-1
15z -SHOULD THE FABRIC ON A -SILT FENC- OR FILTER 8A0,RI!LR DECOMPOSE Of?
FIECOME INEFFECTIVE PRIOR TO THE END OF THE:" EXPFCTED USABLE LIFE AND
ISHAI E
THE- B.ARRER ST ILLI BE NECESSARY,- THE FABRIC ILL'BE REPLACED
PROM PTL V
20. THE STRUCTURE StRALL Ot INS5PECTE-13 AFTM EACH iRwlu PNo REPAIRS MADE
AS NEEDED;
21. -SEDIMENT $HALL R E REMOVED AND THE, TRAP. RESTORED TO ITS ORIGINAL
4 IME:w HAS ACCUMULATED TO �,t THE DENG
U-11MIENSIC 5 WHEN THE S N
DIE T11 OF THE TRAP._ REMOVED, S, MD MENT SHALL RE DEEP LISIT-70 `N A SUITABLE
,AR EA AND ND IN SUCH .A MANNER THAT 17 W*1L NOT ERODE.
22, THE CONTRACTOR IS RESPONSIBLE FOR ?-OLLOWING THE BEST EROSION, AND
EOPM.ENT CONTROL PRACTICES AS: 011TUNED IN THE Pl_�ANSi, 'SPEOFFICAVONS.
AND-SOUTH FLORIDA INATER MANAGE-MENT DISTRICT SPECIPR-IATIGNS AND
CRITERIA:
23. FOR ADDITIONAL INFORMATI-ON.,0N S£ WEN T AND EROSION -CONTROL REFER
TO "THE FLORIDA DEVELOPMENT MANUAL A GUIDE TO SOUND LAND, AND
WATFR MAN'AGFV-ENr' Mf OV, I TMF STATE OF FLORDA PEP-*ARTMFNT OF
F-WARONMENTAL PROTECTION (F-D-E-P-) CHAPTER S.
24, 77-90SION AND SEDIMTNT CONTROL SHALL 9E PLACED ADJACENT To
ALL WETLAND- AREAS WHERE THERE IS. POTENTIAL- FOR, DO'01STREAN4 WATER
QUAPTY DE110RADATiON, SEE DETAIL 4: THIS S4EET FOR TYPICAL
("ONSTIPUCT[ON.
2 LL DISTURBED AREAS SHALL. ME' 'GRASSEE), FER11LIZED, MULC ED ,AND
WER IS ESTAE05-j1FT,.v
,91 A N TA I NIF D UN L A PERMANL.
KNT VEGETATIVE C0
26 S_00 SHAT: L 8 Et PLACED IN. AR E AS WHICH MNY R E. UR 3,1ME A S,'ON
0, E: Of TE FRO I
P
ROTFECTION TO ENSURE WATER:,Q ALITY 'STANUARDS AME MAINTAINED.,
27i ANY DISCHARGE FROM-DEWATERING ACTIMMY SHALL- BE FILTERED A al
CONS T_YE`D TO THE"OUTFALL-IN, A, MANNER '04"I CH PREVENTS EROSION AND
TPANSIPORTAMON OF SUSPENDED. 'SOLIDS TO THE REICOVING OL17FALL
28, 'DEWATERING PUMPS SHALL NOT EXCEED 711E CAPACITY OF THAT �aplTll
REO.U.-I RED ,A CONSUWP11VE, USE PERV.-IT FROV, THE SOUTH, FLORIDA WATER
MANAGOJENT DISTRICT.
299 ALL DISTURB' AREAS SHALL BE� STAB 11-1 qM- THROUGH COM PACTION, SILT
REENS, IIAY BALESP AND -GRASSING. ALL FILL a.01PES:3.-1 OR STEEPER: TO
AIR'ECEII�t. STAKED SOLID SOLI.
5
310. ALL DEWATERING, EROSION, AND. SE01'.1y"?ENT CONTROL SHALL REMAIN IN PIL.A.CE
UNT'L AFTER. COMPLETION OF'CGNSTRUC-TION., AND REMOVED ONLY WHEN
AREAS HAVE BEE
_N: STARILIZED,
31. 'rHISI PLAN. INDICATES ITIE `.M NIMW�4 ER09:01%," AND'SEI)Ilt ENT M ASiMES
RECIUMED FOR THE PROJECT. THE. CONTRACTOR IS RESPONSIBLE. FOR MEETING
ALL APPLICADLE RULES, R.E()ULATIONS AND WATER A I GO LI
I-TY ', DE NEZIAND
?,,I AY NEED TO INSTALL ADD-11TIONAL CONT OL&
IRL
.32, THE (',�ONTRACTOR: SHALL -BE REQUIRED TO RESPOND T0,ALL 'WATER
MANAGEMENT DISVIRICT INQUIRIES, RELATVE TO COMPLIANCE OF 5FW,.EY FOR
l- TF COST OF TIDE COMPLIANCE
PLIACE
iROSION AND SEDIMENTA.1"ION CONTROL, THE
E THE CONTRACT'. SHALL BE PART OF "
M
NOTES:
1. REFER TO DEP DOCUMENT NO. 62-621—.300(400)a EFFECTIVE FEBRUARY 17,
2009 FOR GUIDELINES TO OBTAIN NOI TO USE GENERAL PERMIT FOR STORMWATER
DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES.
2. THE CONTRACTOR WILL BE RESPONSIBLE TO OBTAIN THE NPDES PERMIT FROM
THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP).
3. THE EROSION AND SEDIMENT CONTROL PLAN SUBMITTED TO FDEP FOR THE
NPDES PERMIT SHALL CONFORM TO THE 2003 EPA CONSTRUCTION GENERAL PERMIT
REQUIREMENTS
4. FDOT INDEX #102 (SHEETS #1 & #2) OF THE 2010 DESIGN STANDARDS
BOOKLET ARE INCLUDED HERE BY REFERENCE AND SHALL CONTROL AND IF MORE
STRINGENT THAN THE DETAILS SHOWN.
PLANNING ARCHITECT:
3,310
■
WILMOT SANZ
A R C H I T E C T U R E
P L A N N I N G
18310 Montgomery Village Avenue
Gaithersburg, Ma and 20879
301-590-2900 (Fox) ryl 301-590-8150
STRUCTURAL ENGINEER:
AA-`11IIIIIII MAANRINEEUNE:54
❑RAMON R. DONNELL P.,fr"'9911 11�2,0
OPEORO J. DUQUESNE P.E. , QO
T�?,2764
, URk
OAIDA M. AL13AJSA P.E. ' 9045130
931 S.W. 74th CT. MIAMI, XO11410A At
RJ M 6156-0711 FAX B56-5259
TA
IF FLORIDA - AUTHOWATION N& 1306
2,x,8
MEP ENGINEER:
Ponce 121 de Leon Blvd- Suite 350
Corot Par'
C
oral Gables, FL 33134
MfesOord Corw1ro Engrogm phone: 305.569.1692
fox: 305.569.1693
Dallas . Houston . Nashville - Miami - Richmond
Austin - Denver - Phoenk - Woshinglon D.C.
cc rd project number. 405112 038
EB=7&58
IT CONSULTANT:
GENE BURTON 8t ASSOCIATES
893 Gcncral Gcorgc Patton Drivc 5MWc9I-20,SultcI50
Frartldin.Trnn�37067 Arlington, T"as 76017
:615.376.3100
Phone. 817-%3.2496
ax., 615376-3114 Far: 917.563.2753
W,Antnr: —.gbainc.cotn
VAI—rr5"..
Medical Equi)7mad and Communications Pkurners
4F
OUNG
7.
N A L
JACK -YOUNG; P.E.
FLORIDA LICENSE 945646
PERMIT SET
REVISIONS:
PROJECT NAME:
SMH-CLINICAL EXPANSION
FOUNDATION PACKAGE
PHASE II
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South NfianiL Florida 33143
� KEY PLAN
COMM. NO. 40051.100
SCALE:
DATE: 07-09-2010
DRAWN:
CHECKED: jy
CADD FILE: H:INSTITIMONAL
DRAWING TITLE:
SWPPP COVER
SHEET NO.