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I <br />e <br />I <br />�;. __g2 C, <br />0 — — — <br />82.26 <br />82.36 <br />8216 <br />9M <br />IN <br />N <br />I-` <br />11 <br />N <br />C', <br />14 <br />IN <br />4 <br />Ild <br />I!j 1�4� <br />941- <br />1Z `\ <br />'2 \0 <br />�� <br />I <br />80.?51 <br />7997 C� <br />----�, - :4 <br />* �x ,,Z� <br />, <br />.- � , <br />' �" N <br />78.82 � 'n <br />�4 Q R <br />.Z <br />Z!y <br />0 ._� C <br />. r4 Lk <br />1- 'i� <br />a, _j <br />Iq �4 .-K ps <br />tT- � Z i,� <br />I rl� th <br />'t <br />�;. <br />�1+ <br />0 N � <br />� , <br />i <br />_;______ <br />�� <br />I----- <br />- --- I <br />CLEARING AND SITE PREPARATION NOTES: <br />i <br />I <br />IF ______ <br />I <br />1. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF THE EROSION CONTROL DEVICES, AS SHOWN ON THE 1 <br />1 <br />CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING. REFER TO THE "EROSION CONTROL NOTES" SECTION CONTAINED HEREIN FOR I <br />I <br />1 <br />I <br />ER <br />WVC <br />ADDITIONAL REQUIREMENTS. <br />4 <br />2. <br />PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN <br />0 N S U L T I N 0 F. A. <br />I <br />Customer Loyalty through Client Satisfaction I <br />ACCORDANCE WITH LOCAL TREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO <br />MAINTAIN THESE TREES IN GOOD CONDITION, NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE <br />www. m a s e r co n s u Iti n g. c o m I <br />OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. <br />I <br />i <br />Office Locations: I <br />3. <br />IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, <br />- <br />0 NEW)ERSEY is NEW MEXICO <br />MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE I <br />. <br />COUNTY i <br />I <br />� <br />Ill NEW YORK m MARYLAND i <br />1 4. <br />THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED AREAS MUST I <br />0 PENNSYLVANIA m GEORGIA I <br />, <br />BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL, IMMEDIATELY FOLLOWING CONSTRUCTION. . <br />I <br />In VIRGINIA 0 TEXAS I <br />I <br />f <br />a FLORIDA a TENNESSEE i <br />5. <br />STRIPPED TOPSOIL REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES, <br />I <br />Ill NORTH CAROLINA n COLORADO <br />UNLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAV <br />TO BE UTILIZED ON -SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO EITHER I <br />BE STOCKPILED ON -SITE, AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE I <br />State of F.L. C.O.A.: 30301 / LB7388 <br />RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. I <br />6. <br />ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE, BY THE CONTRACTOR, IN ACCORDANCE WITH <br />Copyright @ 2020. Maser Consulting. All Rights Reserved. This <br />APPLICABLE REGULATORY AGENCY REQUIREMENTS. <br />drawing and all the inforination contained herein is authorized for <br />use only by the party for whom the services were contracted - to 1 <br />7. <br />THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, COPIES OF WHICH ARE AVAILABLE THROUGH THE OWNER <br />whom it is certified. This drawing may not be copied, reused, I <br />OR SOILS TESTING COMPANY DIRECTLY. <br />disclosed, distributed or relied upon for any other purpose without I <br />4 the express written consent of Maser Consulting, P.A. I j <br />____ <br />� <br />DEMOLITION NOTES: I <br />PROTECT YOURSELF - i <br />1 <br />- <br />'9 1. <br />i <br />THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, ' <br />ALL STATES REQUIRE NOTIFICATION <br />EXCAVATORS, DESIGNERS, OR ANY PERSON 1 <br />a. <br />WATER, ELECTRIC, COMMUNICATION, CABLE TV, SANITARY AND STORM SEWER BOTH ON AND ADJACENT TO THE <br />PREPARING TO DISTURB THE EARTH'S I <br />SITE PRIOR TO BEGINNING SITE DEMOLITION. <br />I <br />SURFACE ANYWHERE IN ANY STATE I <br />Know 1 <br />— <br />2. <br />ALL RUBBLE AND DEBRIS NOT TO BE REUSED IN THE PROPOSED CONSTRUCTION SHALL BE REMOVED AND PROPERLY <br />whaesbelow. <br />Call b.f.,e you di& <br />3. <br />I <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REMOVAL OR RELOCATION OF EXISTING <br />[SIT: WWW.CALL81 LCOM <br />­ ______ I <br />ELECTRICAL SYSTEM COMPONENTS, POLES, STRUCTURES ETC. WITH ELECTRIC UTILITY AND THE OWNER PRIOR TO , <br />BEGINNING DEMOLITION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR CONTINUED USE IF SERVICE IS <br />REQUIRED. I <br />1 <br />4. A STAKED SILT FENCE FOR SITE EROSION AND SEDIMENT CONTROL SHALL BE PLACED AROUND THE PERIPHERY OF THE I <br />CONSTRUCTION AREA PRIOR TO BEGINNING DEMOLITION AS SHOWN ON PLAN. 11 <br />I <br />1 5. THE CONTRACTOR SHALL MAINTAIN FUGITIVE DEMOLITION DUST EMISSIONS AT AN ACCEPTABLE LEVEL. FUGITIVE <br />i I <br />DEMOLITION DUST EMISSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE CONSTRUCTION NOTES AND I <br />i TESTING SCHEDULE. � <br />6. THE CONTRACTOR SHALL ADJUST THE HEIGHT ALL REMAINING HYDRANTS, VALVES, MANHOLES, STRUCTURES, WATER i <br />I <br />METERS, METER BOXES, ETC. TO PROPOSED FINISHED GRADES. SEE UTILITY AND GRADING, PAVING AND DRAINAGE IE <br />I PLANS. <br />I <br />I <br />1 7. THE NATIONAL EMISSIONS STANDARDS FOR AIR POLLUTANTS (NESHAPS) REQUIRES THE INSPECTION FOR ASBESTOS <br />i CONTAINING MATERIAL PRIOR TO THE RENOVATION OR DEMOLITION OF THESE FACILITIES. IF ASBESTOS IS FOUND IT <br />I <br />i REQUIRES THE PROPER REMOVAL BY A FLORIDA LICENSED ASBESTOS CONTRACTOR OR PROPER WORK PROCEDURES <br />i DURING DEMOLITION ACTIVITY. <br />1 79�24 8. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN i <br />[ \ ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE <br />\ CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES <br />\1 AND OTHER FEATURES, AFFECTING THIS WORK, PRIOR TO CONSTRUCTION. I <br />,� 1 <br />_�Y�6 <br />� -�- 9. DEMOLITION ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH ANY AND ALL PHASE I / 11 AND ASBESTOS <br />W REPORTS PREPARED FOR SUBJECT PROPERTY. CONTRACTOR SHALL OBTAIN FINAL COPIES OF SUCH REPORTS FROM <br />� OWNER. <br />16, f�s CONSTRUCTION SITE WORK TESTING: <br />i <br />I . ALL SITE WORK CONSTRUCTION TESTING SHALL BE PERFORMED BY A CERTIFIED/LICENSED GEOTECHNICAL 1 <br />�7' ENGINEERING FIRM. i <br />2. ALL SITE WORK CONSTRUCTION TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROJECTS I <br />GEOTECHNICAL REPORT AND/OR THE TESTING PARAMETERS OF THE LOCAL MUNICIPALITY/AGENCY HAVING I <br />JURISDICTION OVER THE SITE WORK. THE MORE STRINGENT REQUIREMENTS SHALL APPLY. I <br />1 <br />3. COPIES OF PASSING TEST RESULTS SHALL BE PROVIDED TO THE DEVELOPER, ENGINEER OF RECORD, CONTRACTOR I <br />AND LOCAL MUNICIPALITY/AGENCY FOR PURPOSES, SUCH AS BUT NOT LIMITED TO, CERTIFICATION, AND <br />ACCEPTANCE OF FACILITIES BY THE DEVELOPER AND/OR MUNICIPALITY/AGENCY. <br />4. ENGINEER WILL NOT BE RESPONSIBLE FOR SCHEDULING, COORDINATION OR EVALUATION OF THE SOILS TESTING <br />AND CERTIFICATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER/DEVELOPER TO MAKE THE NECESSARY I <br />ARRANGEMENTS DIRECTLY WITH THE SOILS TESTING LABORATORY/GEOTECHNICAL FIRM AND THE SITE i <br />CONTRACTOR. I <br />PRUNING NOTES: � <br />! <br />� <br />1. THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A 300 PRUNING STANDARDS, REFERENCED AS SECTION , <br />4.1.6.1.8 (NATURAL RESOURCES) OF THE DEVELOPMENT REVIEW MANUAL ARE THE STANDARDS TO BE UTILIZED FOR ALL 1 <br />TREE PRUNING ACTIVITIES. FAILURE TO COMPLY WITH THE ANSI A 300 PRUNING STANDARDS MAY RESULT IN i <br />PROSECUTION UNDER THIS CODE FOR EFFECTIVE TREE REMOVAL UNLESS A LAND ALTERATION PERMIT AUTHORIZING ' <br />THE REMOVAL HAS BEEN OBTAINED. I <br />! <br />79,JO 2. PRUNING OF A GRAND OAK, WITH THE EXCEPTION OF MINOR PRUNING, IS PROHIBITED UNLESS CONDI IN 1 <br />' <br />\ ACCORDANCE WITH THE ANSI A 300 PRUNING STANDARDS AS PERFORMED BY AN ARBORIST CERTIFIED BY THE I <br />INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) OR A REGISTERED CONSULTING ARBORIST WITH THE AMERICAN <br />\1', 79� Jf? SOCIETY OF CONSULTING ARBORISTS (ASCA). A NOTARIZED AFFIDAVIT AFFIRMING AN ISA CERTIFIED ARBORIST OR AN I <br />ASCA REGISTERED CONSULTING ARBORIST WILL CONDUCT OR ONSITE SUPERVISE THE PRUNING SHALL BE SUBMITTED <br />wool TO THE COUNTY PRIOR TO THE PRUNING OF A GRAND OAK. AN ISA CERTIFIED ARBORIST OR AN ASCA REGISTERED I <br />20'A! CONSULTING ARBORIST CONTRACTED BY A PROPERTY OWNER TO PRUNE A GRAND OAK SHALL ASSUME FULL I <br />RESPONSIBILITY FOR ALL PRUNING ACTIVITIES DETERMINED IN NONCOMPLIANCE WITH STANDARDS SPECIFIED WITHIN I <br />THE LAND DEVELOPMENT CODE. I <br />SUBSURFACE UTILITIES: 1 <br />1. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND <br />EXISTING DRAWINGS, MASER CONSULTING MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN <br />COMPRISE OF ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDON. THE SURVEYOR FURTHER DOES NOT <br />WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE IN THE EXACT LOCATION INDICATED <br />ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION I <br />AVAILABLE. I <br />j170, 42 <br />180.21 COVERED BRIDGE BOULEVARD <br />23' ASPHALT PAVEMENT <br />� 0,12 <br />�� <br />I % <br />< Ill PIK FSET L073W <br />,, <br />id ELEV 7A 12 <br />11 ,, (NA WW) <br />I <br />I'1� <br />I MES <br />11 .i4 INV 75.85' <br />- <br />I ,I <br />I I I �,X I . � � <br />11 � - I � <br />1-1 I - I . 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I <br />L <br />STUART ROGERS <br />FLORIDA PROFESSIONAL <br />ENGINEER - LICENSE NUMBER: 42718 <br />PRELIMINARY PLAT & <br />IMPROVEMENTPLAN <br />FOR <br />AUTUMN PALM <br />DRIVE, LLC <br />PARCEL ID: <br />15-26-21-0030-08100-0010 <br />CITY OF ZEPHYRHILLS <br />PASCO COUNTY <br />FLORIDA <br />TAMPA OFFICE 1 <br />5471 West Waters Avenue I <br />I Suite I 00 . <br />1 <br />Phone: 813.207.1061 1 <br />Vr I <br />Fax: 81 3.28 1. I 050 I <br />SCALE: <br />DATE: <br />DRAWN BY: <br />CHECKED BY: <br />AS SHOWN <br />1 12/31119 <br />AM <br />SMR <br />I <br />PROJECT NUMBER: <br />DRAWING NAME: <br />19002495A <br />I C-DEMO I <br />T TITLE: <br />SITE DEMOLITION PLAN <br />I SHEET NUMBER: <br />I <br />I i <br />i <br />� <br />. 1 2 of 21 1 <br />___________ <br />Kl^lrc. III Kl^'r Cd-Al C r%DA%M1K1d-_C II 4-^KIC-117112111 1d-'r1^K1 <br />