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FW-11-7991 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9005 BISCAYNE Boulevard Miami Shores, FL 33138- 1132060110060 Block: Lot: SHORES SQUARE INVESTMENT Owner Information Address Phone CeII Contractor(s) NATIONAL RENT A FENCE Phone Cell Phone (305)970 -0664 Valuation: Total Sq Feet: $ 3,250.00 645 1 Approved: Yes Comments: TEMPORARY 6 FOOT FENCE DURING CONSTRUCTION. Date Approved: 5/5/2011: Yes Date Denied: Type of Construction: Wire Fence Classification: Commercial Additional Info: Scanning: 2 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Wire & Wood Scanning Fee Technology Fee Total: Amount $2.40 $9.68 $9.68 $0.80 $645.00 $6.00 $3.20 $676.76 Pay Date Pay Type Invoice # FW -5-11 -40803 05/06/2011 Check #: 7417280( $ 626.76 05/05/2011 Credit Card $ 50.00 Amt Paid Amt Due $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Foundation In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 06, 2011 Date May 06, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 MR P Y o 5 201 B Y: BUILDING Permit No. 's" -) t (� PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING v14.- OWNER: Name (Fee Simple Titleholder): u r Phone #: r11 t ! 0 WI 9 Address: a 'S S O k o U %(11 City: r' t C w State: f- Zip: D 4 Tenant/Lessee Name: t t :o Phone #: Email: iFUF LP PC P JOB ADDRESS: qCO � B e- B1 City: Miami Shores County: Miami Dade Folio/Parcel #: 10 a 32- 0( e 01 1 '° 0 0 Is the Building Historically Designated: Yes NO Zip: Flood Zone: CONTRACTOR: Company Name: 00.4"; Q & RQ G. I J Phone #: 5p S - 0 0 i€A0 Address: I S 3H l c 7S C. i� 5. p l` J City: ino 55; J`-� f' i I State: Zip: 13°I� Qualifier Name: g©_O p� . A b/ cN-e _ I o Phone #: State Certification or Registration #: Certificate of Competency #: iJ$OO 5 Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 3' i o ® 0 Square/Linear Footage of Work: L 4 S 1 ,---4, ° F Type of Work: Addition UAlteration ❑New URepair/Replace ❑De olition Cl Description of Wo k:'' ` 70,... ry c e p F �.., it -' b u i I J 9° ***** * * * * * * * * * * * * ** ** ***** **** *** * ** ***Fees*** ********** ** ** ** * *** * ** ** * *** * * * * * * ** * * ** Submittal Fee $ UU. ; . Permit Fee $ C�� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: promise in good f whose property i for the first ins inspection will As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must that a copy of the notice of commencement and construction lien law brochure will be delivered to the person ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the d and a reinspection fee will be charged. Signature /1� Signature !1 r Agent 4-'4 Contractor The foregoing instrum\, t was acknowledged before me this The foregoing instrument was acknowledged before me this 204.4 , 20 , by (oI .a Z.Z , day of if}Pri I , 20 III , by an Abbate pew io known to me or who has produced who is personally known to me or who has produced i1A as identification and who did take an oath. NOTARY PUBLIC: day of who is personal As identification and . • did take an oath. NOTARY PUBLIC: Sign: Print: My Conunission Expires, 1t 162-1 APPROVED BY • (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Plans Examiner Structural Review Sign: , n Print:' b i S2 old , C Or 1. ^l"`iY1 L ti My Commission Expires: 10)412bi3 , 414, DENISE M. GAGNE-MINEAR MY COMMISSION#DD 897230 PI October xl'D N ib narit ers Zoning Clerk NATIONAL CONSTRUCTION RENTALS TEMPORARY 6' FENCE PANELS - PANELS - 6' H 12' W Panel Stand PANEL DESCRIPTION Chain Link: 11 1/2 ga x 2 3/8" Mesh Galvanized Chain Link Frame Work: 1 3/8" diameter .065"wall galvanized tube Panel Clamp: 1 3/8" x 1 3/8" Heavy duty steel panel clamp Frame - PANEL STAND - Cross Member's 0 Peg — -- --►� 35" PANEL STAND DESCRIPTION Frame: 1 3/8" daimeter .065" wall steel tubing Cross Member. 5/8" x 17" steel Pegs: 3/8" x 6" sch40 18" Panel clamp Wayne Terwi Florida Environmental Entering, Inc. FL. Lie.. No. 49160, PCC 05 3988 GREEN BLOCK SP1 PHYSICAL PROPERTY TEST METHOD. Grab Tensile Strength Elongation at Break Trapezoid Tear Strength Puncture Strength Mullen Burst Apparent Opening Size UV Stability ( 500 Hours ASTM D -4632 ASTM D-4032 ASTM D-4533 ASTM D -4833 ASTM D-3780 ASTM D -4751 ASTM D -4355 C,FICATIONS M.A.&.V. 175 x 90 Ib (MD x TD) 20%x 15%i;MOxTD) 40 lb. SO Ib. 300 psi 0.426 mm (maximum) 70% retention MAN-AGX.ELYS SPECIFICAT conetnKtlon t�mere, �1d Eoonomicel windscreen t is perfect for *moray fenclng, backdrops. Available in roils or with binding and grommets. Privacy Plus Is green, bteck or brown. end itin closed. MATERIAL COMPOSITION: Knitted HOPE High Density Polyethelene 50 lbs. per ft, 500 Ibs. per ft, 145 grams per sq. meter 133 degrees C 1.5% Amplas CM111821 1.5% Equaster CM108000 90% Dark Green and Beck 384 degrees ,C FILAMENT STRENGTH: MATERIAL BREAK STRENGTH: MATERIAL WEIGHT: CRYSTALINE MELT POINT: COMPOSITION OF UV INHIBITOR: SHADE VALUE: FLAMABILITY POINT: N,, J 8 t Sep 09, 2010 7:59om A 2 4 d 5 1 i 1 8 1 2 0 e 2 1 1 F 5 • 1 PROJECT TEAM OWNER/DEVELOPER CM GROUP LLC 3860 BIRD ROAD SUITE 800 MIAMI, FL 33148 Ph: 305- 779 -8040 CONTACT: MR. A/AN FUMES SURVEYOR STONER AND ASSOCIATES, INC. 4341 8W 62td AVE DAVIE, FLORIDA33314 (954)686-0987 CONTACTJIM STONER DEMOLITION PLANS FOR SHORES SQUARE PLAZA - BANK PAD CIVIL ENGINEER ERIC WI.CZEK P.E KIMLEY -HORN AND ASSOCIATES, INC. 6200 NW 33rd AVENUE, SUITE 109 FT. LAUDERDALE, FLORIDA 33309 (854) 535-5100 FAX (564) 739 -2247 PROJECT LOCATION LIST OF CONTACTS STORMWATER DEPARTMENT OF ENVIRONMENTAL RESOURCE MANAGEMENT (DERM) 11805 SE 28TH AVENUE MIAMI, FLORIDA33176 (788)315 -2800 CONTACT: BILL GALLO WATER MIAMI -DADE WATER AND SEWER DEPARTMENT 3576 SOUTH LEJEUNE ROAD MIAMI, FLORIDA33146 (788) 265 -5200 SANITARY SEWER MIAMI-DADE WATER AND SEWER DEPARTMENT 3576 SOUTH LEJEUNE ROAD MAIM, FLORIDA33146 (788)288.5200 FIRE PREVENTION MIAMI DADE FIRE PREVENTION 11805 SW 28TH STREET MIAMI, FLORIDA 33175 (788) 315-2771 CONTACT: LT. BENNETT PLANNING AND ZONING MIAMI SHORES VILLAGE 10050 NE 2ND. AVENUE MIAMI SHORES, FLORIDA 33138 (305) 7952207 CONTACT: DAVID DACOUISTO PUBLIC WORKS MIAMI SHORES VILLAGE 10050 NE 2ND. AVENUE MIAMI SHORES, FLORIDA 33138 (305) 795.2210 CONTACT: SCOTT DAVIS MIAMI -DADE COUNTY PUBLIC WORKS STEPHEN P. CLARK CENTER 111 NW 1ST STREET, 15TH FLOOR MIAMI, FLORIDA33128 (305) 375.2748 CONTACT: JEFF COHEN BUILDING DIVISION MIAMI SHORES VILLAGE 10050 NE 2N13. AVENUE MIAMI SHORES, FLORIDA33138 (305) 795-2204 CONTACT: NORMAN BRUHN LANDSCAPING AND TREE PRESERVATION MIAMI DADE PLANNING AND ZONING WEST DADE OFFICE 11805 SW 28TH STREET MIAMI, FLORIDA 33176 (305) 3782800 LOCATaON 9005 BISCAYNE BLVD MIAMI SHORES, FLORIDA POWER PROVIDER FPL (800) 375-4376 h QO SHORE SQUARE PLAZA /' N.E. 80th STREET N.E. 88th STREET TELEPHONE PROVIDER AT&T (877)288.4757 CABLE PROVIDER COMCAST (800)265.2278 GAS PROVIDER TECO (964) 453-0812 VICINITY MAP N.T.S. SUBJECT TO M ANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATICAS SHEET INDEX 100 COVER SHEET SURVEY (1 OF 2) SURVEY (2 OF 2) 101 GENERAL CONSTRUCTION NOTES 102 EXISTING CONDITION AND DEMOLITION PLAN 103 EROSION CONTROL PLAN 104 EROSION CONTROL DETAILS PROJECT LOCATION MIAMI -DADE COUNTY t THE PRESENCE OF GROUNDWATER MIAOW ANTICIPATED ON THIS PROIOCT. =TRACTORS 80 SHALL INCLUDE CONSIDERATION FOR ACOAEBSTND71080575. CALL 48 HOURS BEFORE YOU DIG ITS THE LAW) DIAL 811 Kr nbrtsbeI&w. Ca Won you dist 81D®INEMETSE OIL OPFLORIDA, WD Q 0 S 51 z c � E 1,15 gggg HI FlOg lam 3 N DDD8 51 8 0 8 0 8 0 COVER SHEET 41 . dmW CO ec co W .0 w 00 Q DATE 08 -11 -2010 PROJECT NO. 043378000 SHEET NUMBER 100 E 0 0 N 0 0 z z 0 0 0 0 gO A E K. \F TL_Ci4I \042 jobs \0427 t 1 8 9 4 ip 5 E if S 8 1 5 1 5 a a 8 GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' (CAI Ea I EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO PERFORM THE WORK AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB AU- AREAS UNLESS OTHERWISE INDICATED. REMOVING TREES, STUMPS, ROOTS, mum EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL a RUSTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE IM FORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTORS RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND AU. DAMAGES DUE TO THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND /MUTTER. THE OWNER OR ENGINEER WI LASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF OUSTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SANE. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATEA UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTWTY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTBJTIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR70 BEGINNING CONSTRUCTION. AN APPROXIMATE UST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS UST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LWIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. B THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE 70 BE MADE WITHOUT PRIOR APPROVAL OF THE OWNERANO NOTIFICATION TO THE ENGINEER. 5. THE CONTRACTOR IS REQUIRED TO KEEP SHOPPING CENTER LIGHTING ACTIVE THROUGHOUT CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO REWIRE LIGHTING AS NECESSARY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL FIELD ELEVATIONS AFTERDEMOUTION AND ANY INSTALLED CONDUIT OR PIPING. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MANTANNG AS.BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS•BUILT DATA SHALL BE COLLECTED BY STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED AND PAID BY THE CONTRACTOR 11. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURMSDICTIONALAGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REWIRED. 12. ANY WELL DISCOVERED DURING EARTH MOVNO OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICIIONALAGENCES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13. THE CONTRACTOR SHAM BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED WORK SHOWN ON THE PLANS 00 NOT CONFUCT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFUCTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION 70 PAY FORA RELATED CHANGE ORDER DEMOLITION NOTES 1. ALL MATERIAL REMOVED FROM MIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF BU SING STRUCTURES, ETC., LOCATED WITHIN THE PROTECT SITE UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE SYTHE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. 3. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN FOR DEMOLIIIONIPRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED AS PART OF THIS CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY DEMOLITION. 4. CONTRACTOR SHALL ADJUST GRADE OF ANY EXISTING UTILITIES TO REMAIN. PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTIONS RIGHT - OF-WAY SHALL BEN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR FOOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 3. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTYRIGHTS•OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOTI FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABIUZATION OCCURS. 5. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE STABILIZED (SODDED OT OTHER METHOD) UNLESS INDICATED OTHERWISE 8. WHERE EXISTNG PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL. SAW CUT MINIMUM 2' DEEP FORA SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 7. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REWIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 8. IF DEWATERNG IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPUCABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION 9. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. P4 SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER. 10. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE OWNER AND OR ENGINEER'S DIRECTION TO CERTIFY TO THE DENSITY OF THE BUILDING PAD AREA AND FUTURE PAVEMENT AREAS. 11. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS. FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL. HARDY GRASS GROWTH IS ESTABUSHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER ALL EARTHEN AREAS WILL BE SODDED OR SEWED AND MULCHED. 12. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATERSPRINKLNG OR OTHER SUITABLE METHODS OF CONTROL THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE P089IBMY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY DEISTS DUE TO THE PROPOSED WORK TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFFSITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTER 17.702, FLORIDA ADMINISTRATIVE CODE 15. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 18. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND 00 NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATER/AL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN ALEGAL MANNER WATER AND SEWER UTILITY NOTES 1. THE CONTRACTOR SHALL DEMOLISH THE EXISTING SEPTIC SYSTEM IN ITS ENTIRETY. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN. DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THATTHE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT N AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. CONTRACTOR SHALL CAP AND PLUG ALL WATER LINES AT THE RI 8. S. CONTRACTOR TO COORDINATE WATER DISCONNECT WITH MDWABD PRIOR TO DEMOLITION EROSION CONTROL NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN (5W PPP') MAY BE COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND AS APPLICABLE THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (WADES PERMIT) AND BECOME FAMILIAR WITH THEN CONTENTS. 3. THE CONTRACTOR SHALT. IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATE/1137 CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4. BEST MANAGEMENT PRACTICES (BMPS) AND CONTROLS SHALL CONFORM TO FEDERAL STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRAC ICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER B THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. B. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SMALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES AS NECESSARY. 7. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN -UP FUEL OR CHEMICAL SPILLS AND LEAKS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE THE USE OF MOTOR 06.8 AND OTHER PETROLEUM BASED OR TOMO LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. :8 RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE 11. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON 7148 PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE 12. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL., BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHN.L BE SEWED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE ARE-AS. REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS FOR SEWING AND MAINTENANCE REQUIREMENTS. 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES I8 NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE 18 ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. 18 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE 17. ONSITE 8 OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 18 SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION TO REDUCE RUNOFF VELOCITIES AND EROSION. 19. DUE TO GRADE CHANGES WRING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACK FILLING OF TRENCHES AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FORA COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.Y RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWNS 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER 70 SECTION 881 OF THE STANDARD SPECIFICATIONS. 3. 80.7 FENCES 8HAL1. BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTSAF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 8. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN T40 CASE T ATERTHAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. TIC PRESENCE OF BROIADWATER SHOULD 8E ANTICIPATED ON THIS PROJECT. COMPACTORS BID SHALL INCLUDE CONSIDERATION ION FOR ADDRESSING THIS ISSUE CALL 2 WORKING DAYS BEFORE YOU DIG ITS THE LAWI DIAL 811 IteswiehafabOlOW. U Weeps �y BNAHBISSDIBONE6YLWHDRMAE .'R11J T et a 0 z 04 rc S z° S 81 1. 11.) E IN 0 8 0 D GENERAL NOTES ca °'mw LUW j > CI Cn 0) mace UJ LL W 00 4 O 0 3 DATE 08 -11 -2010 PROJECT NO. 043378000 SHEET NUMBER 101 3 40 80 1 1 SCALE FEET LEGEND DEMOLITION AREA (REMOVE ALL WITHIN HATCH UNLESS OTHERWISE NOTED) / / / ///, SAWCUT OMIT CONTRACTOR TO PROTECT ALL SR 5 SIDEWALKS DURING DEMOUTION. IF DAMAGED, CONTRACTOR I5 REQUIRED TO CORDINATE WITH FDOT FOR REWIRED PERMITTING / AND REPLACEMENT. / / / /1. i V' / .0} 8Ew0.BY aE(=ha01 :2.078 1T0.5b e@7 FEv8.89' u0M9t8 TO 0.0-09 8 P.08 00" ErE8:8 A3e7M1 y t0, 'a• /0n ` (TrnG4.1 EXIST. TREE TO REMAIN COURIER'S NAME. TOCOE. SQUARE DiVE'Se 0415 4LC A'FHM.T Faro 50.:11- 3208 -8.1 -0057 / t EXIST./(REI TO REMAIN VACUUM CLEAN BASIN 08 RL.T.88' F'M011 7t-t80) 4.24' 8'040 (FROM WO, DRAM 84082E r0 BETE MEET ME FE ARE H 87'5571 •% ti EXIST. TREE TO REMAIN / / RRT 480 (*Ara 9 1 a E / // /1"-/ 094E-91,E, y i $e' N,D '7RAY.PT. i.0 8053' u.a =5303O2?60 / • EXIST. FIRE HYDRANT Eon c+'..i ■Axr:RE10 M 00704 0N>1ER'S 144840, SHUTE 555040 8J4:MENDS .0 f0 00 Na: I1- 3286 -4 elan c I ran -ease H4M8Rf8. FENCE .48788.1 E.P:i4TtT cal ma r:TMmAy- % r . • CONTRACTOR TO REMOVE SEPTIC TANKS _...../ 4y > <ar �_.- -T IF NOT REMOVED BY OTHERS UNDER { pFRc SEPARATE PERMIT. BACKFILL WITH SELECT FILL IN It LIFTS TO 955. E 1:5.93` (G1'r} M S 87'56 ":il" .g. S 5756'21° W 4'78•1 UTILITY NOTES IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS TO ENSURE PROPER SAFETY AND WORKMANSHIP WHEN WORKING IN THE VICINITY OF EXISTING UTILITY ONES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH FPL ON ANY WORK IN THE VICINITY OF OVERHEAD OR UNDERGROUND POWER LINES. 3. THE CONTRACTOR SHALL VERIFY PROPER CLEARANCE BELOW EXISTING OVERHEAD POWER UNES PRIOR TO WORKING WITHIN THE VICINITY OF THE POWER UNES. 4. THE CONTRACTOR SHALL FOLLOW ALL STATE AND LOCAL HEALTH CODES WHEN REMOVING SANITARY SEWER UNES AND SEPTIC SYSTEM. 5. THE CONTRACTOR SHALL REMOVE SEPTIC TANK AND FIELD AND DISPOSE OFFSITE PROPERLY. 6. THE CONTRACTOR SHALL COORDINATE WITH AND OBTAIN SHUT OFFS FROM ALL APPLICABLE UTIUTY AGENCIES. DEMOLITION NOTES 1. THE INTENT OF THE DEMOLITION PLAN IS TO DEPICT EXISTING FEATURES THAT ENCUMBER THE PROPOSED CONSTRUCTION AREA, AND ARE SCHEDULED FOR REMOVAL. SOME INCIDENTAL ITEMS MAY HAVE BEEN INADVERTENTLY OMITTED FROM THE PLAN. THE CONTRACTOR IS ENCOURAGED TO THROUGHLY INSPECT THE SITE AS WELL AS REVIEW THE PLANS AND SPECIFICATIONS PRIOR TO SUBMITTING PRICING. CONTRACTOR WILL NOT RECEIVE ADDITIONAL COMPENSATION FOR INCIDENTAL ITEMS NOT SHOWN ON THIS DEMOLITION PLAN 2. THE DEMOLITION PLAN IS BASED ON AVAILABLE UTIUTY INFORMATION AND MAY OR MAY NOT BE ALL INCLUSIVE FOR THIS SITE. ANY UTIUTIES ENCOUNTERED DURING DEMOLITION THAT ARE NOT DEPICTED /ADDRESSED ON THIS DRAWING SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER IMMEDIATELY. 3. CONTRACTOR IS REQUIRED TO OBTAIN ALL DEMOLITION PERMITS. 4. ALL FEATURES IDENTIFIED ON THIS PLAN WHICH ARE LISTED TO BE DEMOUSHED ARE TO BE REMOVED FROM THE SITE. AFTER DEMOLITION 15 COMPLETE THE SITE SHALL BE DELIVERED IN A CONDITION SUITABLE FOR DEVELOPMENT. 5. CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITIES TO THOSE AREAS DEUNEATEO ON THE CONSTRUCTION DRAWINGS UNLESS OTHERWISE DIRECTED BY THE DEVELOPER OR AS REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS. 6. CONTRACTOR IS RESPONSIBLE FOR CONTROLUNG AIRBORNE DUST AND POLLUTANTS BY USING WATER SPRINKLING OR OTHER SUITABLE MEANS OF CONTROL. 7. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM THE SITE TO ENSURE THE SAFETY OF THE PUBUC. HAUL ROUTE TO BE CLOSELY MONITORED FOR DEBRIS OR MATERIALS TRACKED ONTO ADJOINING ROADWAYS, SIDEWALKS, ETC. ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR AS NECESSARY TO MAINTAIN PUBUC SAFETY. 8. ALL ASPHALT TO BE REMOVED SHALL BE SAW CUT ADJACENT TO REMAINING IMPROVEMENTS. 9. WHERE REMAINING. INLETS. MANHOLE COVERS. AND VALVE COVERS TO BE PROTECTED IN PAVEMENT REMOVAL AREAS. CONTRACTOR SHALL REPAIR ANY ITEMS TO REMAIN IF DAMAGED DURING DEMOLITION. 10. CONTRACTOR SHALL PROTECT ALL DIVEWAYS, CURBS, AND SURFACES OUTSIDE THE DEMOLITION LIMITS. CONTRACTOR SHALL RESTORE/RESURFACE DRIVEWAYS AND ENTRANCES IF DAMAGED DURING DEMOLITION. 11. CONTRACTOR TO MAINTAIN DRAINAGE FLOW DURING AND AFTER CONSTRUCTION. ONLY ROOF LEADERS ARE TO BE REMOVED AND CAPPED IN THE DOWNSTREAM CATCH BASIN. 12. SEE EROSION CONTROL PLAN FOR REMAINING INLET PROTECTION AND EROSION PREVENTION. 13. CONTRACTOR SHALL OBTAIN ASBESTOS REPORT IF NECESSARY PRIOR TO DEMOUTION OF THE BUILDING. 14. CONTRACTOR TO REROUTE EXISTING IRRIGATION SYSTEM AS NECESSARY TO MAINTAIN IRRIGATION FLOW TO AREAS OUTSIDE THE DEMOUTION ZONE. 15. ALL IRRIGATION MAINS TO REMAIN, PROTECT DURING CONSTRUCTION. CONTRACTOR TO REPAIR IMMEDIATELY IF DAMAGED. 16. CONTRACTOR TO REWIRE AS NECESSARY TO MAINTAIN PARKING AREA UGHTING OUTSIDE THE DEMOLITION ZONE 17. CONTRACTOR TO REMOVE AND DISPOSE OF ALL EXISTING ASPHALT AND BASE MATERIAL FROM SITE. 18. CONTRACTOR SHALL CLEAN AND VACUUM THE EXISTING DRAINAGE STRUCTURES AND PIPING IDENTIFIED ON THE DEMOLITION PLAN AFTER DEMOLITION IS COMPLETE. 19. CONTRACTOR TO CORE 6'0 WEEP HOLE ON ONE SIDE OF ALL CATCH BASINS TO REMAIN. CONTRACTOR TO PROVIDE EROSION CONTROL AS NECESSARY. 20. CONTRACTOR TO PROVIDE REQUIRED SIDEWALK CLOSING SGNAGE AND MOT. m z 1,0 8 � 5y G a Tr 9 0 sm O 0 0 amw D } CYZSCII U)mQo Lt Ooo ° ,= d1 0 U) DATE 08 -11 -2010 PROJECT N0. 043378000 SHEET NUMBER 102 E 1 1 5 8 1 a 1 4 1 1 • / A000..l r,A 1 C tE/S NAME. ,.1(4P0 WORE vi /ESTUNTS 14/ FO.W Nn 11- 3216 - 411 -OAa1 20 40 SCALE real LEGEND i / sue: /.. . )� / i / • ON CONTR• FIL . /// FABRIC PLACE UNDER THE // INLET DURING CONSTRUCTION PROPERTY LINE G 471 L ASPHatr RF£ E. (1,0 } 1AAc'0 Y1 WART 01#£ 0x+E w 534 SILT FENCE PROPERTY UNE CONSTRUCTION ENTRANCE SEDIMENT BARRIER 8 >'5 E 175.93' NOTES: 1. CONTRACTOR TO CONSIDER POTENTIAL DEWATERING ACTIVITIES WHEN PREPARING 810 DOCUMENTS FOR THIS PROJECT. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY DEWATERING PERMITS AS SITE CONDITIONS AND CONSTRUCTION ACTIVITIES REQUIRE. 3. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES TO ENSURE COMPUANCE WITH NPDE5 AND WATER MANAGEMENT DISTRICT REGULATIONS FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND DEWATERING OPERATIONS. SITEPREPAPATION SHOULD SE tr./ACCORDANCE W ITH SEOTEClN ICAL DNESTR WTION W 0CH =CUSSES EPEGIFIC 4900MUENDATIWS REOARDINOfWOUIOWATERSGLTREATRENO SEQUENCE OF CONSTRUCTION UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS TRAILER, PARKING, LAY DOWN, PORTA - POTTY, WHEEL WASH, CONCRETE WASHOUT. FUEL AND MATERIAL STORAGE CONTAINERS, SOUD WASTE CONTAINERS. ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANCES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. 1. CONSTRUCT STABIUZED CONSTRUCTION ENTRANCE AND INSTALL SILT FENCE 2. DEMOLISH EXISTING STRUCTURES, (IF APPUCABLE) 3. CONSTRUCT AND STABILIZE SEDIMENT BASIN AND DRAINAGE SWALES WITH APPROPRIATE OUTFALL STRUCTURES (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL CONTROL DEVICES LISTED ABOVE) 4. INSTALL AND STABILIZE ANY NECESSARY HYDRAULIC CONTROL STRUCTURES (DIKES, CHECK DAMS, OUTLET TRAPS, ETC.) 5. PREPARE CLEARING AND GRUBBING OF THE SITE. (10 APPUCABLE) 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES 7. PERFORM MASS GRADING, ROUGH GRADE TO ESTABUSH PROPOSED DRAINAGE PATTERNS 8. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY GENERIC PERMIT HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEER CONSULTANT TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE - CONSTRUCTION MEETING 04111 ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING ALL DEWATERING PERMITS NECESSARY FOR CONSTRUCTION MAINTENANCE ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN. SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUAUFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. • 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND -�v IS MAINTAINED. AREAS SHOULD SE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS 0 DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT -OF -WAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION. (SUITABLE FOR PARKING STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50% RPI40D t3NNE1t 040*1410 .. . OWNER'S NAME: 5HORE BARE IN,ES RENTS uc 0404) *4,1 11- 3206-01 -0010 d 9/07 -40,1 * PROPOSED SILT FENCE (TYP.) ID 8756'21° W 175.9 ' 0011 lS 87x6,2 g AS'•.U7 EAlr /0, :WA10 . 0.x 7:56. ° w z19 1.0i' (CFr)1 Rr ................ h.. STABILIZED _._ __ - -•- GGNSTRUCTIDN"- r s/o TRAY•Pr 4.9 $633* ENTRANCE (TYP.) .- N.yy5pp54802.4,550 CMS IV- •EPROPOSED 6' �. *5489 h4' CL FENCE (TYP.) E 9..4'+1:.0 <1 +s bi ONa e s-,-eves EXIST. FIRE HYDRANT A°.PN4ir f,r.avcnerE �: <uN _._...• CONTRACTOR TO KEEP N.E. 90 STREET AND SR 5 FREE AND CLEAR OF DEBRIS. STREET SWEEP OR VACUUM DAILY AS NECESSARY. /0301' PAWtWa 10335 .._..... _.___S 5T566221° W� (CPT)^ " It should be noted that the measures identified on this pion are only suggested BMP(s). The contractor shall provide pollution prevention and erosion control measures as necessary to conform to current City, FDEP, and SFWMD codes and specifications. LEGAL DESCRIPTION OP SHOPPING CENTER WHERE SUBJECT PROPERTY IS LOCATED : (PER OFFICIAL RECORDS BOOK 24432, PAGES 4515 -4516, M- D.C.R.) LOT 5 LESS THE EAST 30 FEET AND ALSO LESS THE NORTH 25 FEET THEREOF, AND LOTS 6, 7, AND 8, LESS THE NORTH 25 FEET OF SAME, AND ALSO THAT PART OF LOT 8 NOW BEING USED AS PUBUC HIGHWAY KNOWN AS FEDERAL HIGHWAY ALSO KNOWN AS BISCAYNE BOULEVARD AND THOSE PARTS OF EACH LOTS 8, 9, 10 AND 11 WHICH LIE SOUTH OF FEDERAL HIGHWAY ALSO KNOWN AS BISCAYNE BOULEVARD. ALL OF SAID LOTS BEING IN ASBURY PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE 110, OF THE PUBUC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. LECL LL DESCRIPTION OF SUBJECT PROPERTY AUTHORED BY STONER & ASSOCIATES, INC.. WRNOUT THE RENEW OF A TITLE SEARCH AND BASED ON FOUND PROPERTY CORNERS AND SNORT VERSION LEGAL DESCRIPTION SHOWN IN NUUH•DADE PROPERTY APPRAISERS RHESUS FOR PROPERTY FOLIO 11e.11.3208.011•0060. COMMENCE AT THE SOUTHEAST CORNER OF LOT 5, ASBURY PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE 110, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA; THENCE SOUTH 87'56'21 WEST, ALONG THE SOUTH LINE OF SAID ASBURY PLAT AND ALONG THE NORTH RICHT OF WAY UNE OF N.E. 90th STREET, A DISTANCE OF 478.01 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 87156'21 WEST, ALONG SAID SOUTH UNE OF SAID ASBURY PLAT AND ALONG SAID THE NORTH RIGHT OF WAY UNE OF N.E. 90th STREET. A DISTANCE OF 219.07 FEET; THENCE NORTH 02'34'55° WEST, A DISTANCE OF 12.20 FEET TO THE SOUTHEASTERLY RIGHT OF WAY LINE OF BISCAYNE BOULEVARD (STATE ROAD No. 5 - U.S. HIGHWAY No. 1); THENCE NORTH 36'27'59° EAST, ALONG SAID SOUTHEASTERLY RIGHT OF WAY LINE OF BISCAYNE BOULEVARD (STATE ROAD No. 5 - U.S. HIGHWAY No. 1). A DISTANCE 00 210.63 FEET; THENCE NORTH 87'56'21° EAST, A DISTANCE OF 85.13'; THENCE SOUTH 02'59'02° EAST, A DISTANCE OF 177.00 FEET TO 1HL PON1 OF BEGINNING. 1- 6 zo 0. Y g O 8 8 5 EROSION CONTROL PLAN DATE 08 -11 -2010 PROJECT NO. 043378000 SHEET NUMBER C -103 3 1 1 6 1 1 EXTRA STHEN071-1 FILTER FABRIC NEEDED M1TH0UT MARE MESH SUPPORT STEEL OR PROD POST STEEL OR WOOD P000 38- HIGH MAX. 0' MAX SPACING MTH SPE SUPPORT FENCE B' MAX SPACER* MT0OU1 WIRE SUPPORT FENCE PONOWO HEGT FILTER FABIG ATTACHED SECURELY TO UPSTREAM SIDE OF POST PONOWG HP= RUNOFF 4-10e- TRENCH VATT1 COMPACTED BACKFEL STANDARD DETAIL TRENCH MTH NATIVE BAG0ELL MEL 1. INSPECT MD REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 00 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -01E AND CAN BE PERMANENTLY STABBTZED. 3. 5L7 FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAAI82E PENDING EF'FIOENCT. SILT FENCE DETAIL FILTER FABRIC MATERAI SECUREL0 FASTENED TO THE POSTS OR TO THE USED BRA': MESH 01000 OR STEEL P APPROAMATELY 8 INCHES OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANNHORED - ,.- YARH COMPACTED BACpILL MATERIALRIINO0 ATTACHING TWO 31.7 FENCES If APPROXMATE.Y 4- X 4" TRENCH PamENO THE SECOND Feta otsETE DE ENO FTRR0T FENCE R0TA1E 80111 AT LEAST RA ODE =COMM N CREATE o TER gloom � FAAFIRE %M06. 4 4 4 ONVE BOTH •��,. /' POSH 18 0005 MO AND 8MANY RIP SILT FENCE INSTALLATION DETAIL 2' 1UNORA '8EIWHT. ORANGE FLAGGING A 3' OD. S QC. EXISTING TREE TO REMAIN a 9 71j ^� 99 M711 WOVEN WINE FENCE . i (INN 14-1/4 CADGE. MAX 8- � • [-- m--- -1-10' MAX. MESH SPACING) C -C FLIER FABRIC OVER VBRE FENCE T -BAR POSTS 1. WOVEN MME FENCE TO BE FASTENED SECURELY TO FENCE POSTS MM WIRE TIE 2. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN 94RE FENCE MTN TES SPACED EVERY 24- AT TOP AND MO SECTION. 3. WHEN TWO SECTIONS OF =TEXTILE ADJOIN EACH OTHER THEY Eau BE OVERLAPPED BY SDI INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE ERO0ON CONTROL PLAN. COLLECTED MATERIAL SHALL DE REMOVED WHEN - BULGES - DEVELOP M THE SILT 0. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OINERMSE. COMBINED SILT AND NATURAL RESOURCE PROTECTION FENCE GRATE DRAIN �q 0 •---A PI AN VIEW ATTACH EVER FABRIC TOP FRAME NECESSARY SECURELY TO WO FRAME. OV4ERLAPPWG FOR STAB817Y W FABRIC TO 1ST HEIGHT 2X4 WOOD FRAME 4 SIDES OF D1 NMIES; SECTION A -A 1. DROP INLET SEGMENT BARRIERS ARE 10 BE USED FOR SNAIL, NEARLY LEVEL DRAINAGE AREAS 2. USE 2X4 OR EQUIVALENT METAL STAGES. (3' MIN. LENGTH) 3. INSTALL 2X4 TOP WOOD FRAME TO INSURE STAMM'. 4. RTE TOP OF TIRE ERAME (P01110 HEIGHT) MUST BE WELL BELOW THE GROOM ELEVATION DOWNSLOPE TO P40003T RUNOFF FROM 8Y PASSING THE INLET. A TEMPORARY DIKE MAY 8E NECESSARY ON THE OOMNS.0P0 SEE OF 1HE STRUCTURE PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION MI2EC AE 1 ANON 4 DETAIL A THE METHOD OF OUT PROTECTION IS APPUG8E WERE THE DIET GRANS 5 A RETARD:LT FLAT AREA (SLOPE NO GREATER THAN SG) WERE TIE NLET SHEET OR OVERLORD ROWS (NOT EXCEEDING I 0.0.2.) ARE TYPICAL THE METHOD R1AU. NOT APPLY TO DIETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN 511051 OR HIGHWAY MEDIANS FILTER FABRIC DROP INLET SEDIMENT BARRIER 8' MAIL ACNE 06 ORS 0040060680401 204 WEN 204 SPACER SIDE ELEVATION VIEW 2' ION. LENGTH OF 2.14- 2.84. ORR GRAVEL PERSPECTIVE VIEW SAND BAG OR ALTERNATE SEMI 0800040 PAVED ROAD DOERS= RIDGE REWIRED YAHERE WADE EXCEEDS 2X SECTION A -A FILTER FABRIC 206 SPACERS W RE MESH SPECIFIC APPUCATION TTO PIPE THOS 16E12I01) OF INLET PROTECTION US APPLICABLE TO CURB VETS WHERE A SIUPD0 COMPACT INST.: AT ER M DESIRED. EMERGENCY OVERFLOW CAPAB6HDE8 ARE FOWL. 50 EXPECT STONITCANT PO40NG 06tH DOS MEASURE GRAVEL Emu. DE FDOT COARSE AGGREGATE /.1. 4337 6088 GRAVEL CURB INLET SEDIMENT FILTER WITH OVERFLOW METER I. PLACE CURB TYPE SEDIMENT BARREN ON GENTLY 400100 STREET SEGMENTS. TOME WATER CAN POD AND 4U.0W SEDIMENT TO SEPARATE FROM RUNOFF. O SANDBAGS. OF ETHER BURLAP OR WOVEN =TEXTILE FABRIC. ARE FILLED M144 GRAVEL. LAYERED AND PACKED TIGHTLY. O LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4, INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEGMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY DMEOATELY. CURB INLET SEDIMENT BARRIER 9. DIE ENTRANCE HALL BE MAKER= IN A CONDITION THAT MU. PREVENT 1RACXNO OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-0E-WAY. MIS MAY TO • 100 DRESSING. REPAIR AND/OR CEAMOUT OF ANY MEASURES USED 2. PREEN NECESSARY =ES SHALL DE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASFSNO IS REQUIRED. R SHALL 8E DONE ON AN AREA STABUUZEO MIN CRUSHED STONE THAT DRAINS INTO AN APPROVED SEGMENT TRAP OR SEDIMENT TEM ORARY GRAVEL CONSTRUCTION ENTRANCE NOTES: 1. PLACE CURB TORE SEGMENT BARRIERS ON GENTLY %0020 sous.4 SEGMENTS. XRB:RE RATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS CO EITHER BURLAP OR WOVEN '600100IEP FABRIC. ARE FILLED MTH GRAVEL LAYERED AND PACKED 110H00. 3. LEAVE A ONE SANDBAG GAP N THE TOP ROW TO PROEM A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEN. MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. CURB AND GUTTER SEDIMENT BARRIER PLAN CONCRETE BLOOMS SECTION 1. PLACE CONCRETE BLOOD IN A SINGLE POW ARO= PROVER OF INLET ON THEN SIDES. MTH ENDS OF ADJACENT BLOCKS =TONG O HEIGHT OF BARRIER VARIES. USE STACKS OF 4-869. 8-6101. OR 12- BLOCKS. MOLL HEIGHT OF PARKER 12- AND MAIL HEIGHT OF 24- S PLACE HARDWARE 0.061/600 MESH W/ MAX 1/2" OPENINGS 0308 VERTICAL FACE OF 80/604010 BLOCKS. 4. THE AGGREGATE SHALL BE ANY 10O01- ER0DR1E WORM SUCH AS LOOSE ROOM. BROKEN CONCRETE THAT MU. SLOW THE FLOW OF 711E WATER AND ALLOW IT TO 6I.1EP TWO= AND OVER ME MATERIAL BEFORE ENTERING THE ABET. BLOCK AND AGGREGATE INLET SEDIMENT DEVISE L EMPTY FLTER SAOC WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN 2 GE01EX100 MI BE A WOVEN POLYPROPYLENE FABRIC TWAT MEETS O EXCEEDS REQUIRE MENTS IN THE SPECIFICATIONS 3. AN m ADSORBENT PAD OR PILLOW CAN BE PURCNK40 WHEN W. WILLS ARE A CONCERN. 4. NSPEC1 PER REGULATORY REW8EMEN10 S. THE MOM -Ff. OF THE FILTER SACK WILL MATCH IRE max MN OF THE CRATED BEET BOX 8. THE DEPTH. b-, OF ME EATER SACK 1M1 BE BETWEEN 18 INCHES AND 38 INCHES 7. THE LENGTH. t -. OF THE FILTER SACK MU MATCH THE 290E LE10111 OF THE GRATED BEET BOX FF sm. - 2DM ire Int: n FILTER SACKS (GRATED INLETS( PO NOUSE ON RONMOS 11.11C Pp6M` zG 3 03 N 03 0 O z to- EROSION CONTROL DETAILS 0 0 0 -J DATE 08 -11 -2010 PROJECT N0. 043378000 SHEET NUMBER C-1 04 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax (305)75 6-8972 Permit NO. FW -5 -11 -799 Issue Date: Not Issued Expires:Not Issued Folio Number:1132060110060 Owner's Name: SHORES SQUARE INVESTMENTS Job Address: 9005 BISCAYNE Boulevard Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 645 Total Job Valuation: $ 3,250.00 Contractor(s) NATIONAL RENT A FENCE Phone (305)970 -0664 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/5/2011: Yes Comments: TEMPORARY 6 FOOT FENCE DURING CONSTRUCTION. .3414x1PRNAM;;;V:TA74541;f6,,,,,,ter4VM5:314-tigityg,;1%;:ms- ' ° 4q'Z=N1Wt'i 4x04.. SEE OTHER WM • DO NOT FORWARD NATIONAL RENT A FENCE RONALD E ABSATEPAOLO NOR 15319 CHATSWORTH ST MISSION HILLS CA 91345 Ild..AAJ.hbk.hRud.10,,,,W46b41 CTOR'$ =- :. ..2011' `;s "i UFIRST-CLASS f0 PAX RECEI A • M _ 8' OP FLORIDA _- : 'c. • `� �� MAW PAID POSTAGE • �TO C0 NNTY �' 10-2` :.. , .r ■ PERMIT NO. 231 EXPIRES SEPT. 34; 2011 • ;` ' THIS IS NOT A BILL 8D N T PAY — RECEIPTNO• 30-4162152 CC NOS BUSINESS NAME f LOCATION NATIONAL RENT A FENCE DOING BUS IN DADE CO OWNER =NATIONAL CONSTRUCTION RENTALS INC SPECIALTY BUILDING CONTRACTOR RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SEE BACK OF RECEIPT FOR A LST OF NON— PARTICIPATING MUNICIPALITIES Receipt bolder mu* milder In oak to whom done. PAS TA% 02210008001 000175.00 DO NOT FORWARD NATIONAL RENT A FENCE RONALD E ABBATEPAOLO MGR 15319 CHATSWORTH ST MISSION HILLS CA 91345 1�,1 „,�,t1,�1{,.5: • I: �, ��,, I ,�41 „�11,sllt,,:.,,�`�i�l�,�,�6 ,t >,il „PI,l fi