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2135 COACHMAN RD NEDEMOLITION NOTES TO CONTRACTOR 1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AS REQUIRED BY CITY/ COUNTY, STATE AND FEDERAL LAW PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. ffJf 2. THE CONTRACTOR SHALL MEET ALL SAFETY REGULATIONS REQUIRED BY FEDERAL, STATE AND LOCAL GOVERNMENT. f' 3. THE CONTRACTOR SHALL COMPLY WITH DEMOLITION REQUIRMENTS ESTABLISHED IN THE f.' FLORIDA BUILDING CODE SECTION 3303. f'� 4. THE CONTRACTOR SHALL INSPECT BUILDINGS FOR ASBESTOS AND SITE FOR HAZARDOUS WASTE PRIOR TO DEMOLITION WORK. 'f f, f f f rGr. fYrii i !f lffy }. i f f f w` f' f ff %f; f \ i \ 5. THE CONTRACTOR PERFORMING DEMOLITION, SHALL CONFORM TO THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH k ADMINISTRATION (OSHA) RULES AND REGULATIONS FOR DEMOLITION SAFETY STANDARDS, 29 C.F.R., S.1926., SUBPART T, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE f { \\ \ ff f f'f '`` .. i` f' STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY ' l J ' f (DLES). f' f ,4 i re P, r' y fJ f ! !' CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE ! / \ :x u ! , 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE ! ' f fJ UTILIZED WHILE WORKING WITHIN N.E. COACHMAN ROAD (S.R. 590) w f C? \ 4H' / ` •ate ! "'' ' f' SITE AND SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ABOVE AND i.\ BELOW GROUND EXISTTNG IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE RIGHT-OF-WAY PER STATE OF FLORIDA DEPARTMENT OF f i'x ! TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, f ' Ei;hT��" f \ \ f \ NEW IMPROVEMENTS. MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 605 - TWO WAY TWO LANE, WORK NEAR INTERSECTION 7. THE CONTRACTOR SHALL DEMOLISH AND REMOVE IMPROVEMENTS WITHIN LIMITS OF flit AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING AREA. !' �. J 8. THE CONTRACTOR SHALL ESTABLISH AND PROPERLY FLAG PROPERTY CORNERS AND ff';`•` "y`� PROPERTY LINES PRIOR TO DEMOLITION WORK. )' Nx , " 9. THE CONTRACTOR SHALL DISPOSE ALL DEMOLITION MATERIALS AND DEBRIS IN ! Xx � ACCORDANCE WITH THE CITY I COUNTY REQUIREMENTS IN A SOLID WASTE DISPOSAL FACILITY APPROVED BY F.D.E.P. AND THE CITY I COUNTY. 10. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEIGHBORS THAT ARE AFECTED BY THE DEMOLITION WORK. 4- TROL MEASURES AND TREE 11. THE CONTRACTOR SHALL INSTALL EROSION CON BARRICADES PRIOR TO DEMOLITION AND MAINTAIN DURING DEMOLITION. THE CONTRACTOR i' o' i .X€ �Tl e J SHALL ERECT SILT FENCE AS SHOWN IN SITE CONSTRUCTION DETAILS SHEET. FAILURE TO 'f �j ff ci�ILG N CA / INSTALL OR PROPERLY MAINTAIN THESE EROSION CONTROL MEASURES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400 -4 ! REMOVE TA AW -CUT PRIOR Sk7 18" RCP M.E.S. f EXIS INV.= 71.04' ` AND 40D-40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION . %" PAVEMENT (TO BE REMCVED) \ 373.129, F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH rf DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. r )K % CONSTRUCTION f` fi ' f,J ,. INGRESS AND EGRES §". MAINTENANCE OF TRAFFIC PLAN FOR ANY WORK IN THE RIGHT -OF -WAY. 1 i i 18" RCP M.E.S. 13. THE CONTRACTOR SHALL FENCE OR BARRICADE THE SITE, INSTALL GATES FOR TRUCK ,f ROUTING AND CONTROL TRAFFIC PER FDOT TRAFFIC CONTROL STANDARDS. 4 •- CONTRACTOR SHALL USE WATER 7 '! f J: B LASTING OR SURFACE GRINDING TO 6 i REMOVED EXISTING STRIPING AROUND TREES TO REMAIN. THESE PROTECTIVE BARRIERS SHALL BE IN ACCORDANCE WITH X 1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AS REQUIRED BY CITY/ COUNTY, STATE AND FEDERAL LAW PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. ffJf 2. THE CONTRACTOR SHALL MEET ALL SAFETY REGULATIONS REQUIRED BY FEDERAL, STATE AND LOCAL GOVERNMENT. f' 3. THE CONTRACTOR SHALL COMPLY WITH DEMOLITION REQUIRMENTS ESTABLISHED IN THE f.' FLORIDA BUILDING CODE SECTION 3303. f'� 4. THE CONTRACTOR SHALL INSPECT BUILDINGS FOR ASBESTOS AND SITE FOR HAZARDOUS WASTE PRIOR TO DEMOLITION WORK. 'f f, f f f rGr. fYrii i !f lffy }. i f f f w` f' f ff %f; f \ i \ 5. THE CONTRACTOR PERFORMING DEMOLITION, SHALL CONFORM TO THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH k ADMINISTRATION (OSHA) RULES AND REGULATIONS FOR DEMOLITION SAFETY STANDARDS, 29 C.F.R., S.1926., SUBPART T, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE f { \\ \ ff f f'f '`` .. i` f' STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY ' l J ' f (DLES). f' f ,4 i re P, r' y fJ f ! !' CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE ! / \ :x u ! , 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE ! ' f fJ UTILIZED WHILE WORKING WITHIN N.E. COACHMAN ROAD (S.R. 590) w f C? \ 4H' / ` •ate ! "'' ' f' SITE AND SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ABOVE AND i.\ BELOW GROUND EXISTTNG IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE RIGHT-OF-WAY PER STATE OF FLORIDA DEPARTMENT OF f i'x ! TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, f ' Ei;hT��" f \ \ f \ NEW IMPROVEMENTS. MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 605 - TWO WAY TWO LANE, WORK NEAR INTERSECTION 7. THE CONTRACTOR SHALL DEMOLISH AND REMOVE IMPROVEMENTS WITHIN LIMITS OF flit AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING AREA. !' �. J 8. THE CONTRACTOR SHALL ESTABLISH AND PROPERLY FLAG PROPERTY CORNERS AND ff';`•` "y`� PROPERTY LINES PRIOR TO DEMOLITION WORK. )' Nx , " 9. THE CONTRACTOR SHALL DISPOSE ALL DEMOLITION MATERIALS AND DEBRIS IN ! Xx � ACCORDANCE WITH THE CITY I COUNTY REQUIREMENTS IN A SOLID WASTE DISPOSAL FACILITY APPROVED BY F.D.E.P. AND THE CITY I COUNTY. 10. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEIGHBORS THAT ARE AFECTED BY THE DEMOLITION WORK. 4- TROL MEASURES AND TREE 11. THE CONTRACTOR SHALL INSTALL EROSION CON BARRICADES PRIOR TO DEMOLITION AND MAINTAIN DURING DEMOLITION. THE CONTRACTOR i' o' i .X€ �Tl e J SHALL ERECT SILT FENCE AS SHOWN IN SITE CONSTRUCTION DETAILS SHEET. FAILURE TO 'f �j ff ci�ILG N CA / INSTALL OR PROPERLY MAINTAIN THESE EROSION CONTROL MEASURES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400 -4 ! REMOVE TA AW -CUT PRIOR Sk7 18" RCP M.E.S. f EXIS INV.= 71.04' ` AND 40D-40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION . %" PAVEMENT (TO BE REMCVED) \ 373.129, F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH rf DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. fi f/ ;i TEMPORARY f )K % CONSTRUCTION f` fi ' 12. THE CONTRACTOR SHALL OBTAIN A RIGHT -OF -WAY USE PERMIT AND PREPARE A ,. INGRESS AND EGRES §". MAINTENANCE OF TRAFFIC PLAN FOR ANY WORK IN THE RIGHT -OF -WAY. 1 !' 18" RCP M.E.S. 13. THE CONTRACTOR SHALL FENCE OR BARRICADE THE SITE, INSTALL GATES FOR TRUCK !` INV.= 71.14' 's (TO BE REMOVED) ROUTING AND CONTROL TRAFFIC PER FDOT TRAFFIC CONTROL STANDARDS. 4 •- CONTRACTOR SHALL USE WATER 7 '! 14. THE CONTRACTOR SHALL INSTALL AND MAINTAIN AT ALL TIMES PROTECTIVE BARRIERS J: B LASTING OR SURFACE GRINDING TO 6 i REMOVED EXISTING STRIPING AROUND TREES TO REMAIN. THESE PROTECTIVE BARRIERS SHALL BE IN ACCORDANCE WITH X CITY / COUNTY STANDARDS. X 35 FT DRAINAGE SWALE 15. THE CONTRACTOR SHALL SAW -CUT EXISTING PAVEMENT WHERE NEW PAVEMENT IS TO SECTION TO BE REGRADED,:! ' BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. (REFER TO SHEET C5) 16. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND I$ !� ff!:l�! 0 "/18'R RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A X PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 2 17. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO DISCONNECT THEIR STAKED HAY BALE' TYP ) FACILITIES PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. ' 8" QUEEN PALM 1 18. THE CONTRACTOR SHALL COORDINATE THE REMOVAL / RELOCATION OF EXISTING 12" QUEEN PALM UTILITIES WITH THE OWNER OF SAID UTILITY. UTILITIES SHALL INCLUDE, BUT NOT BE LIMITED X TO, WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. SOIL TRACKING PREVENTION DEVICE (�TP6) X SHALL BE CONSTRUCTED TO PREVEN,TOFFSITE i \ \, 19. UTILITIES TO BE ABANDONED IN PLACE SHALL BE FILLED WITH FLOWABLE NON SHRINK TRACKING OF MUD. STPD SHALL BE i' \ GROUT MIX OR AS OTHERWISE APPROVED BY ENGINEER. PRESSURE MAINS SHOULD BE CONSISTENT WITH FDOT STANDARD INDEX 106. ! PROPERLY CUT AND CAPPED AT TERMINATION POINTS AND RESTRAINED WITH A REVERSE f\' 5 DEADMAN OR RESTRAINERS OR AS OTHERWISE APPROVED BY ENGINEER. ` 18" SLASH PINE / \" • ~•" /' ..ems- _"- ...- �.- .....1 20. EXISTING IMPROVEMENTS ABOVE GROUND (E.G., PAVEMENT, CURBING, BUILDINGS, x CONCRETE PADS, RETAINING WALLS, SIDEWALKS, POLES, SIGNAGE, ETC.) AND BELOW X GROUND (E.G., SANITARY, STORM, WATER, GAS, CABLE, ELECTRIC, PHONE, ETC.) SHALL 1 REMAIN UNLESS OTHERWISE NOTED. LIGUSTRUM TREE Z f' EXiSTI:'NG 21. ALL CAVITIES RESULTING FROM REMOVAL OF BUILDING FOUNDATIONS, TREES, UTILITIES, VE;R Zt;N CAOLES SIGNS, ETC. SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO 95% OF f!f MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST PER ASTM D1557 / AASHTO T -180. U d O 22. THE CONTRACTOR SHALL DISPOSE ALL LOOSE DEBRIS AND GARBAGE WITHIN THE i `• PROJECT BOUNDARIES. ADJACENT PROPERTIES SHALL NOT BE ADVERSELY AFFECTED (E.G., L- `i � N 04 W W �I- W Z SOIL EROSION, UTILITIES DISCONNECTION, TRAFFIC FLOW IMPEDANCE, NOISE, DUST, ; %' ALL WELLS TO BE ABANDONED AND 1 GARBAGE, ETC.) AND RIGHT -OF -WAY SHALL BE RESTORED WITH NEW SIDEWALK AND SOD INCOMPLETE WELLS SHALL BE AS REQUIRED. ABANDONED BY A LICENSED WATER WELL `\ / HARDWOODS DRIP LINE 4 ♦ si`t . ; , I► 2/3 OF DRIP LINE UPRIGHT z z E � 3 HDRIZONTAL t Z Z f SPECIFICATIONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED A HARDWOODS - 2/3 DRIPLINE B CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2, UPRIGHTS - NO LESS THAN 2' X 2' LUMBER, 3. HORIZONTALS - NO LESS THAN 1' X 4' LUMBER. 4, BARRIERS SHAL'- BE ERECTED AROUND ALL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS, 5, UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF I FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND 6, BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRLCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORYAT' -ON MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741 TREE BARRICADES CITY INDEX NO. 909; 1 OF 1 N.T.S. PINES DRIP LINE ENTIRE DRIP LINE HORIZONTAL CONTRACTOR IN ACCORDANCE WITH \. RULE 400- 3.531(2), F.A.C. \\ EXISTING WELL (TO BE ABANDONED) I UPRIGHT !r : `... , is •.�. �i i \ ...'' ,� �` �; ice. - �"�. i '' f�Qevz CAB s / x R ' ! / Xxx NV. = Y7.9 F' !� .. \\ � �� \\ , :' j C i' fr:. .ir if \, f< % ` NN lam\\\ ?' . /`!! /' <: STAKED HAY B�LE` - / ?'' F, -; � .t � / , TYP. f \ 4.• NUISANCE TREE ERADICATION NOTES: o� F; lQ 35 FT DRAINAGE SWALE ` <5. "\ ,3 7`. SECTION TO BE REGRADED \\ (REFER TO SHEET C -5) \ \ \ SIDEWALK, CURB, PAVEMENT OR OTHER IMPROVEMENTS WITHIN FDOT RIGHT -OF -WAY \' \\ ff g` > �\ i!\ DAMAGED DURING DEMOLITION OR \ \\ CONSTRUCTION ACTIVITIES SHALL BE \ , f REPLACED PER FDOT DESIGN STANDARD AND 6 SPECIFICATIONS \ . ";r\ `a jX Q \\ `• USTE \ \ EX. /0;_ 'MALT c. \ X. EOP USTE R �� \ \ \ ` \ E P CONTACT THE AIR TOXICS SECTION OF \ „• 32 " /30'R \ \Y THE PINELLAS COUNTY DEPARTMENT OF \ F \�\ ENVIRONMENTAL MANAGEMENT PRIOR TO 71,15 ?� `� 3 ANY DEMOLITION OF BUILDINGS. I� .F PV I 9p EX. ASP AL" I I f .y \ '�' �' '� 3Al� L� �. , R ' SILT FENCE OLY..STER/4'R b' 0'y5 ~ ,. P� =�! �'o c ; 10 "11 OR \C i V PROPOSED TREE �\ BARRICADE (TYP.) 8 " TWIN/12'R 18 "130'R 1 •� \\ ,fad, � x i. ,ff7:3 8 " 102'rR:.k \ G,. \\ - � 6735'R 1 , 14 " /20'R FENCE ALUMINUM I SHED' \\ \ 7 "/12'R (TO BE REMIOVED) 1h 3 "110' \ 1 !ff CLUSTER110'R 16" TRI/25'R PROPOSED TREE - -�� ! Y`�' 9- % ti. \\ 12 " /15'R BARRICADE (TYP.) '� j� ) \ ,7 'ilfx \ R 77 12 " /10'R`�/' 15" TW :N /30'R \ 8y "110 \ 'R 4 " /8'R nt 1 �f Tw: \ 12" TWIN/20'R EX. ASPHA \.\ 10" TWIN /15'R f ft%. fi%f O i'\xN( 1. THE CONTRACTOR SHALL ERADICATE ALL NUISANCE TREES SPECIES (DEFINED AS TREE SPECIES LISTED IN THE FLORIDA EXOTIC PEST TREE COUNCIL'S LIST OF INVASIVE SPECIES - 2005 EDITION) OCCURRING ON THE PROJECT SITE. THESE SPECIES INCLUDE BUT ARE NOT LIMITED TO BRAZILIAN PEPPER (SCHINUS TEREBINTHIFOLIUS), PUNK TREES ( MELALEUCA QUINQUENERVIA OR MELALEUCA LEUCODENDRON), AUSTRALIAN PINE (CASUARINA EQUISETIFOLIA) AND CHINESE TALLOW (SAPIUM SEBIFERUM). THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND ERADICATING ALL NUISANCE SPECIES ON SITE. 2. ALL TREES LARGER THAN ONE (1) INCH DBH (DIAMETER AT BREAST HEIGHT) SHALL BE CUT WITHIN SIX (6) INCHES OF EXISTING GRADE. ALL STUMPS SHALL BE TREATED WITH HERBICIDE WITHIN ONE HOUR OF CUTTING. HERBICIDE SHALL BE MIXED WITH MARKER DYE TO ENSURE THAT ALL STUMPS ARE TREATED. TREE BIOMASS SHALL BE REMOVED AND DISPOSED OF AT AN OFF -SITE LOCATION IN STRICT ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 3. TREES SMALLER THAN ONE (1) INCH DBH AND SEEDLINGS SHALL BE TREATED IN - SITU WITH A FOLIAR SYSTEMIC HERBICIDE. CARE SHALL BE TAKEN TO AVOID OVERSPRAY ON DESIRABLE VEGETATION. REMOVE DEAD BIOMASS. 4. THE CONTRACTOR SHALL PERFORM QUARTERLY INSPECTIONS OF TREATED AREAS AND RE -TREAT AS NEEDED TO ELIMINATE REGROWTH OF NUISANCE TREE SPECIES. D TREE SILT FENCE ! \ I 'i f f! MANAGEMENT OF TRAFFIC NIOTE TO CONTRACTOR CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WORKING WITHIN N.E. COACHMAN ROAD (S.R. 590) RIGHT -OF -WAY PER STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SY31TEM INDEX 605 - TWO WAY TWO LANE, WORK NEAR INTERSECTION AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE: PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) THE CONTRACTOR SHALE. PROVIDE AND MAtiNTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED PATHWAY FOR PEDESTRIAN TRAFFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING ROUTE, THE CONTRACTOR MUST PROVIDE /ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE. TREES TO BE REMOVED QUANITY KEY COMMON NAME 1 X 3" LIVE OAK 1 X 4" CHERRY LAUREL 1 X 12" CHINABERRY 1 )K 12" MAPLE 1 )K 14" MAPLE 1 X 16" EAR TREE 1 REMOVE WATER ASSEMBLY, PIPES & ACCESSORIES. 18" CAMPHOR 1 X 20" LAUREL OAK 1 X 21" LAUREL OAK 1 X 24" LAUREL OAK 1 X 32" WATER OAK 1 X 34" LAUREL OAK 1 X 36" LAUREL OAK 2 X 6" QUEEN PALM 1 X 8" QUEEN PALM 1 X 12" QUEEN PALM 2 X 8" CITRUS 2 X 10" CITRUS 1 X 6 "PODOCARPUS 1 X 7 "PODOCARPUS 2 J( 18" SLASH PINE 1 X SOFTLEAF YUCCA 1 X PAUROTIS PALM 1 X LIGUSTRUM TREE 2i35 N CockcWncc(. R(A Ckmic \ ReseuO% W N X1161 I S GRAPHIC SCALE 1" =20' 40 20 10 0 20 DEMOLITION TABLE ITEM DESCRIPTION E REMOVE TREES AND SHRUBS 2 ❑ REMOVE ASPHALT AND BASE. 3 REMOVE STRUCTURES AND FOUNDATIONS. PINE 0 MAPLE REMOVE CONCRETE PADS, SIDEWALKS AND PAVERS TO THE NEAREST EXPANSION JOINT. PODOCARPUS El REMOVE LIGHT POLES, POWER POLES & POWER LINES. E6 REMOVE PAVEMENT MARKING. ❑7 REMOVE SIGNS AND BOLLARDS. REMOVE WATER ASSEMBLY, PIPES & ACCESSORIES. EXISTING TREE LEGEND A OAK A PALM ■ CAMPHOR ❑ CITRUS • PINE 0 MAPLE O PODOCARPUS z O. w a.1 Q � � U uj w 0 J U U- W 0 o 0 U In w N � � m m m LEGEND ti Z ' N EXISTING W z Z J �\� , MM �\� \\\\I PROPERTY LINE .�\\\ via \\\\\\\\\\\\\\\\\\\\\oaa\\aa� W ° U 36f, EXISTING TREE 1"4 @ TO REMAIN Z �OWN "•� a W PROPOSED TREE BARRICADE \ 0 .00 r�.r z 0 x " 0 Q� EXISTING ASPHALTIC Z PAVEMENT TO BE 0� REMOVED W I I I Z L-L_ LLLLLLLLLLLI EXISTING BUILDING (7 LLLLLLLLLLLLLL TO BE REMOVED Z I I I I I I I I I I W J i,e %,� %�,� `tr,� t,� _•,e_ %,� ^F,' <,i;� ,',�,� ' -i,° EXISTING CONCRETE 0 ' Q TO BE REMOVED r 4 +, M Z acu Z 1) L ca 0 Z a 4d HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 7432 -4770 Qq0 Y,RJGHT 2010 THIS DRA' ING IS TI I PR �1O;AI 6i �(N,G, INC. UNDI�fR NO SHEET: CIRCUNSTANC�",,kY THI jR ATIp 18 D, ALTER_cgPR USED IN ANY WAY WITHOUT WRI 1 l T10N F } *� ENGiNEERING, INC. No' + �y A A ~ 58626 CNAVL10 6RAJALE9 ' a 3-If FL Registration No. ��s5k'gI Wheel' Sign Date COPY OF THIS PLAN IS NOT V�Lrq 11iV 131 IGNED, SEALED AND DATED BY THE PROF I ENGINEER 0 ,j LL 0 0 o a z 0 O LL U f 0- 0- m 00 0 r r p m W m m LU W 0 Q ,I- W W L2 Z Z O J�J U Q =W 0 m W 0 p� Z Z Z W W w > LLI Z3 U d O o V M z z M c*) IY vii L- `i � N 04 W W �I- W Z w a d SQ 0 o U Q LEGEND ti Z ' N EXISTING W z Z J �\� , MM �\� \\\\I PROPERTY LINE .�\\\ via \\\\\\\\\\\\\\\\\\\\\oaa\\aa� W ° U 36f, EXISTING TREE 1"4 @ TO REMAIN Z �OWN "•� a W PROPOSED TREE BARRICADE \ 0 .00 r�.r z 0 x " 0 Q� EXISTING ASPHALTIC Z PAVEMENT TO BE 0� REMOVED W I I I Z L-L_ LLLLLLLLLLLI EXISTING BUILDING (7 LLLLLLLLLLLLLL TO BE REMOVED Z I I I I I I I I I I W J i,e %,� %�,� `tr,� t,� _•,e_ %,� ^F,' <,i;� ,',�,� ' -i,° EXISTING CONCRETE 0 ' Q TO BE REMOVED r 4 +, M Z acu Z 1) L ca 0 Z a 4d HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 7432 -4770 Qq0 Y,RJGHT 2010 THIS DRA' ING IS TI I PR �1O;AI 6i �(N,G, INC. UNDI�fR NO SHEET: CIRCUNSTANC�",,kY THI jR ATIp 18 D, ALTER_cgPR USED IN ANY WAY WITHOUT WRI 1 l T10N F } *� ENGiNEERING, INC. No' + �y A A ~ 58626 CNAVL10 6RAJALE9 ' a 3-If FL Registration No. ��s5k'gI Wheel' Sign Date COPY OF THIS PLAN IS NOT V�Lrq 11iV 131 IGNED, SEALED AND DATED BY THE PROF I ENGINEER 0 ,j LL z �-- ICJ... W z 0 LL U 0 W = 0 r r W Cfl W 0 Q ,I- W W L2 Z Z O J�J 0 Q =W W 0 0 Q z W� -J z W Z W W w 0 0 cM �UN� U d V M z z M c*) IY L- `i � N 04 W W �I- W Z W L0 N ti (1) LEGEND ti Z ' N EXISTING W z Z J �\� , MM �\� \\\\I PROPERTY LINE .�\\\ via \\\\\\\\\\\\\\\\\\\\\oaa\\aa� W ° U 36f, EXISTING TREE 1"4 @ TO REMAIN Z �OWN "•� a W PROPOSED TREE BARRICADE \ 0 .00 r�.r z 0 x " 0 Q� EXISTING ASPHALTIC Z PAVEMENT TO BE 0� REMOVED W I I I Z L-L_ LLLLLLLLLLLI EXISTING BUILDING (7 LLLLLLLLLLLLLL TO BE REMOVED Z I I I I I I I I I I W J i,e %,� %�,� `tr,� t,� _•,e_ %,� ^F,' <,i;� ,',�,� ' -i,° EXISTING CONCRETE 0 ' Q TO BE REMOVED r 4 +, M Z acu Z 1) L ca 0 Z a 4d HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 7432 -4770 Qq0 Y,RJGHT 2010 THIS DRA' ING IS TI I PR �1O;AI 6i �(N,G, INC. UNDI�fR NO SHEET: CIRCUNSTANC�",,kY THI jR ATIp 18 D, ALTER_cgPR USED IN ANY WAY WITHOUT WRI 1 l T10N F } *� ENGiNEERING, INC. No' + �y A A ~ 58626 CNAVL10 6RAJALE9 ' a 3-If FL Registration No. ��s5k'gI Wheel' Sign Date COPY OF THIS PLAN IS NOT V�Lrq 11iV 131 IGNED, SEALED AND DATED BY THE PROF I ENGINEER FOUNDATION AND SOILS NOTES 1. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1804, THE MAXIMUM ALLOWABLE FOUNDATION PRESSURE, LATERAL PRESSURE OR LATERAL SLIDING - RESISTANCE VALUES FOR SUPPORTING SOILS NEAR THE SURFACE SHALL NOT EXCEED THE VALUES SPECIFIED IN THE FLORIDA BUILDING CODE TABLE 1804.2 UNLESS DATA TO SUBSTANTIATE THE USE OF A HIGHER VALUE ARE SUBMITTED AND APPROVED. PRESUMPTIVE LOAD- BEARING VALUES SHALL APPLY TO MATERIALS WITH SIMILAR PHYSICAL CHARACTERISTICS AND DISPOSITIONS. MUD, ORGANIC SILT, ORGANIC CLAYS, PEAT OR UNPREPARED FILL SHALL NOT BE ASSUMED TO HAVE A PRESUMPTIVE LOAD - BEARING CAPACITY UNLESS DATA TO SUBSTANTIATE THE USE OF SUCH A VALUE ARE SUBMITTED. A PRESUMPTIVE LOAD- BEARING CAPACITY IS PERMITTED TO BE USED WHERE THE BUILDING OFFICIAL DEEMS THE LOAD - BEARING CAPACITY OF MUD, ORGANIC SILT OR UNPREPARED FILL IS ADEQUATE FOR THE SUPPORT OF LIGHTWEIGHT AND TEMPORARY STRUCTURES. 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1805, FOOTINGS AND FOUNDATIONS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SECTIONS 1805.1 THROUGH 1805.9. FOOTINGS AND FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL, COMPACTED FILL MATERIAL OR CONTROLLED LOW- STRENGTH MATERIAL (CLSM). COMPACTED FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SECTION 1803.5. CLSM SHALL BE PLACED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SECTION 1803.6. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS IS PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10- PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTING OR WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10- PERCENT SLOPE). THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES, WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO THE FLORIDA BUILDING CODE SECTIONS 1805.2.1 THROUGH 1805.2.3. EXCAVATION, GRADING AND FILL NOTES 1. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, EXCAVATION AND FILL FOR BUILDINGS AND STRUCTURES SHALL BE CONSTRUCTED OR PROTECTED SO AS NOT TO ENDANGER LIFE OR PROPERTY. STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND IN THE AREA TO BE OCCUPIED BY THE BUILDING. WOOD FORMS WHICH HAVE BEEN USED IN PLACING CONCRETE, IF WITHIN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND, SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. BEFORE COMPLETION, LOOSE OR CASUAL WOOD SHALL BE REMOVED FROM DIRECT CONTACT WITH THE GROUND UNDER THE , BUILDING. 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, SLOPES FOR PERMANENT FILL ' SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). CUT SLOPES FOR PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN ONE UNIT ' VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). DEVIATION FROM THE FOREGOING LIMITATIONS FOR CUT SLOPES SHALL BE PERMITTED ONLY UPON THE PRESENTATION OF A SOI4" INVESTIGATION REPORT ACCEPTABLE TO THE BUILDING OFFICIAL. ! 3. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, NO FILL OR OTHER SURCHARGE LOADS SHALL BE PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING THE ADDITIONAL LOADS CAUSED BY THE FILL OR DETECTABLE WARNINq SURCHARGE, EXISTING FOOTINGS OR FOUNDATIONS WHICH CAN BE AFFECTED BY ANY (TRUNCATED DOMES.AAE EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST PER FDOT�JIVDEX SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER MOVEMENT. REGRADE EXISTING ---_ ST -1 ROADSIDE SWALE 4. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.1, EXCAVATIONS FOR ANY ST -1 PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOOTING OR FOUNDATION WITHOUT CROSS SLOPE - ------ - FIRST UNDERPINNING OR PROTECTING THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR 4L LATERAL TRANSLATION. STAKED HAY BALE - ---��_ 5. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.2, THE EXCAVATION OUTSIDE THE fjyP') FOUNDATION SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF ORGANIC MATERIAL, ,! RUNNING SLOPE 1:20 (MAX) CONSTRUCTION DEBRIS, COBBLES AND BOULDERS OR A CONTROLLED LOW- STRENGTH MATERIAL !' (CLSM). THE BACKFILL SHALL BE PLACED IN LIFTS AND COMPACTED, IN A MANNER THAT DOES NOT PROPOSED CONCRETE SIDEWALK WITHIN DAMAGE THE FOUNDATION OR THE WATERPROOFING OR DAMPPROOFING MATERIAL. RIGHT -OF -WAY TO BE 6" THICK MINIMUM AND 74.50 SHALL COMPLY WITH FDOT STANDARD INDEX 6. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 18033, THE GROUND IMMEDIATELY 304 - PUBLIC SIDEWALK CURB RAMPS BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF AND 310 - CONCRETE SIDEWALK ADJACENT TO THE FOUNDATION SHALL NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5- PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET OF HORIZONTAL DISTANCE, A 5- PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 L PERCENT WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING, WHERE CLIMATIC OR SOIL CONDITIONS WARRANT, THE SLOPE OF THE GROUND AWAY FROM THE BUILDING FOUNDATION IS PERMITTED TO BE REDUCED TO NOT LESS THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2- PERCENT SLOPE). 7. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.4, WHERE FOOTINGS WILL BEAR ON COMPACTED FILL MATERIAL, THE COMPACTED FILL SHALL COMPLY WITH THE PROVISIONS OF AN APPROVED REPORT, WHICH SHALL CONTAIN THE FOLLOWING: (1) SPECIFICATIONS FOR THE PREPARATION OF THE SITE PRIOR TO PLACEMENT OF COMPACTED FILL MATERIAL, (2) SPECIFICATIONS FOR MATERIAL TO BE USED AS COMPACTED FILL, (3) TEST METHOD TO BE USED TO DETERMINE THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF THE MATERIAL TO BE USED AS COMPACTED FILL, (4) MAXIMUM ALLOWABLE THICKNESS OF EACH LIFT OF HR 1/2' COMPACTED FILL MATERIAL, (5) FIELD TEST METHOD FOR DETERMINING THE IN -PLACE DRY DENSITY OF THE COMPACTED FILL, (6) MINIMUM ACCEPTABLE IN -PLACE DRY DENSITY EXPRESSED AS A PERCENTAGE OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ITEM 3, (7) NUMBER AND FREQUENCY OF FIELD TESTS REQUIRED TO DETERMINE COMPLIANCE WITH ITEM 6. COMPACTED FILL MATERIAL LESS THAN 12 INCHES IN DEPTH NEED NOT COMPLY WITH AN APPROVED REPORT, PROVIDED IT HAS BEEN COMPACTED TO A MINIMUM OF 90 PERCENT MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. STORMWATER COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE TYPE OF RIM /GRATE ELEV. INV. ELEV. NUMBER STRUCTURE (FT) (FT) ST -1 MITERED END SECTION 45 ST -1 _ PER FDOT INDEX 273 70.80 ST -2 CONTROL STRUCTURE 73.75 71.00 15" RCP MODIFIED TYPE'C' INLET 3 ST -3 OPENING THROUGH - - - -- 71.00 15" RCP RETAINING WALL 4 ST -4 FDOT TYPE "C" INLET 74.50 71.10 ST -5 OPENING THROUGH ----- 71.00 64 RETAINING WALL 1.09 6 ST -6 FDOT TYPE "C" INLET 75.00 71.20 ST -7 CLEAN -OUT 75.50 71.70 ST -8 CLEAN -OUT 76.00 72.40 ST -9 CLEAN -OUT 76.00 72.00 ST -10 MITERED END SECTION _____ 70.90 STUDIES, TESTS AND SURVEYS AS DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS PER FDOT INDEX 273 0 ST-1 1 MITERED END SECTION - - - -- 71.20 m PER FDOT INDEX 273 m m 4vs 04(P V, ` STORMWATER COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LINE LOWER END UPPER END LENGTH (FT) SIZE & MATERIAL SLOPE ( %) 1 ST -1 ST -2 45 15" RCP 0.44 2 ST -3 ST -4 15 15" RCP 0.66 3 ST -5 ST -6 45 15" RCP 0.44 4 ST -6 ST -7 40 12" PVC 1.25 5 ST -7 ST -8 64 12" PVC 1.09 6 ST -7 ST -9 26 12" PVC 1.15 7 ST -10 ST -11 95 18" RCP 0.32 8�r f ' ° ✓ x o / 13' ` RCP M.E -S ,. r�,..: 48 LF ± 12" PVC SDR 26 @ t 1.0% ` SILT FENCE K1 6" PVC SDR 26 @ ± 1.0`/0 (TYP.) N-1 PROPI HAND SIUtvvALK, GUKI NAVLMLN I UK U I HtK `. 11 11 0_ IMPROVEMENTS WITHIN THE FDOT RIGH -OF -WAY \ F DAMAGED DURING DEM041TION OR CONSTRUCTION`, \i\ ACTIVITIES SHALL BE REPLACED PER FDOT DESIGN \� / STANDARD AND SPECIFICATIONS 3, - ` a f.: W TOP EL. _ +75.00 FT ,--- CROSS SLOPE BOTTOM EL. _ +71.O�.FT 1:50 (MAX) \ U S.H.W.L. EL. = +70.00 FT .. VOLUME OF COMPACTED FILL MATERIAL NEEDED IS APPROXIMATELY 500 CY. THE CONTRACTOR IS D.L.W. (W.Q.T.) EL. _ +73.75 FT N-1 PROPI HAND SILT FENCE / .� ` PROP�OS"ED HAND KAIL . �C �. f ,0 !. MANAGEMENT OF TRAFFIC NOTE TO CONTRACTOR CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WORKING WITHIN N.E. COACHMAN ROAD (S.R. 590) RIGHT -OF -WAY PER STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 605 - TWO WAY TWO LANE, WORK NEAR INTERSECTION AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING ROUTE, THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE. W 11 IS GRAPHIC SCALE 1 '1=20' SIUtvvALK, GUKI NAVLMLN I UK U I HtK `. 11 11 0_ IMPROVEMENTS WITHIN THE FDOT RIGH -OF -WAY \ F DAMAGED DURING DEM041TION OR CONSTRUCTION`, \i\ ACTIVITIES SHALL BE REPLACED PER FDOT DESIGN \� / STANDARD AND SPECIFICATIONS 3, - ` a \ 1 2 3 ` DETENTION PQND W TOP EL. _ +75.00 FT ,--- CROSS SLOPE BOTTOM EL. _ +71.O�.FT 1:50 (MAX) \ U S.H.W.L. EL. = +70.00 FT .. VOLUME OF COMPACTED FILL MATERIAL NEEDED IS APPROXIMATELY 500 CY. THE CONTRACTOR IS D.L.W. (W.Q.T.) EL. _ +73.75 FT tiLr) EX. ASP "I ALT O FULLY RESPONSIBLE WHEN USING THIS INFORMATION AND SHALL PERFORM THEIR OWN CALCULATION OF FILL MATERIAL NEEDED AND CONDUCT STUDIES, TESTS AND SURVEYS AS f, �. 0X RETAINING WALL Z (TO BE DESIGNED BY OTHERS) z TOP OF WALL EL, = +76.50' N.A.V.D. 74$ 0 5.00 . ` RAMP LANDING SHALL HAVE DETECTABLE WARNING SURFACE 74.1 \ PER FLORIDA BUILDING CODE " ` SECTION 11 -4.29 O - Z ... �.` o ` f ! LP ziw X 2IS, :P iALr O 74.0 STUDIES, TESTS AND SURVEYS AS DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS 6" PVC SDR 26 V ` /SILT FENCE @ t 1.0% (TYP.) SILT FENCE / .� ` PROP�OS"ED HAND KAIL . �C �. f ,0 !. MANAGEMENT OF TRAFFIC NOTE TO CONTRACTOR CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WORKING WITHIN N.E. COACHMAN ROAD (S.R. 590) RIGHT -OF -WAY PER STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM INDEX 605 - TWO WAY TWO LANE, WORK NEAR INTERSECTION AND INDEX 660 - PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. (LANE CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING ROUTE, THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE. W 11 IS GRAPHIC SCALE 1 '1=20' 40 20 10 0 20 IMPORTANT NOTES TO CONTRACTOR 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 2. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL U 0 6 z U w a 0_ OL, F m m m o U Lu U mo Ld cv POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. a W W 3. ON-SITE FILL IS ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT. THE ESTIMATED U in U U VOLUME OF COMPACTED FILL MATERIAL NEEDED IS APPROXIMATELY 500 CY. THE CONTRACTOR IS tiLr) O O FULLY RESPONSIBLE WHEN USING THIS INFORMATION AND SHALL PERFORM THEIR OWN CALCULATION OF FILL MATERIAL NEEDED AND CONDUCT STUDIES, TESTS AND SURVEYS AS Z Z Q z DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL VOLUME OF FILL iO 0 CO U U MATERIAL NEEDED PRIOR TO BIDDING THE WORK. w ILL! 4. DEWATERING IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT. THE O - Z o o L2 f (9 O STUDIES, TESTS AND SURVEYS AS DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS 0 N L TO THE ACTUAL DEPTH OF THE GROUND WATER PRIOR TO BIDDING THE WORK. m m m m m W 40 20 10 0 20 IMPORTANT NOTES TO CONTRACTOR 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 2. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL U 0 6 z U w a 0 ° Iii o w U � a On c° Lu (9 U o m n m m m o U Lu U mo Ld cv POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. a 3. ON-SITE FILL IS ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT. THE ESTIMATED U a. VOLUME OF COMPACTED FILL MATERIAL NEEDED IS APPROXIMATELY 500 CY. THE CONTRACTOR IS tiLr) FULLY RESPONSIBLE WHEN USING THIS INFORMATION AND SHALL PERFORM THEIR OWN CALCULATION OF FILL MATERIAL NEEDED AND CONDUCT STUDIES, TESTS AND SURVEYS AS Z Q z DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL VOLUME OF FILL M M _ MATERIAL NEEDED PRIOR TO BIDDING THE WORK. w ILL! 4. DEWATERING IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT. THE tiff Z z_ CONTRACTOR IS FULLY RESPONSIBLE WHEN USING THIS INFORMATION AND SHALL CONDUCT „" (9 O STUDIES, TESTS AND SURVEYS AS DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS 0 N L TO THE ACTUAL DEPTH OF THE GROUND WATER PRIOR TO BIDDING THE WORK. z 6 z° J J 5. TEMPORARY SEEDING AND MULCHING MAY BE APPLIED TO COVER BARE SOIL AND TO PREVENT W o I ' WIND EROSION. SOLID BOARD FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND U 1•�•• E"+ SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND BLOWN DUST. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING WIND CURRENTS AT INTERVALS OF ABOUT 15 TIMES THE BARRIER HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION. IRRIGATION WITH WATER 1�1 0 UNTIL THE SURFACE IS WET AND REPEATED AS NECESSARY CAN BE USED TO PREVENT WIND EROSION AND CONTROL BLOWN DUST. IF THIS METHOD IS TO BE EMPLOYED, THE CONTRACTOR a- o SHALL CONSTRUCT A TEMPORARY GRAVEL ROCK ENTRANCE OR A SOIL TRACKING PREVENTION DEVICE (STPD) TO PREVENT OFFSITE TRACKING OF MUD ONTO LOCAL STREETS. STPD SHALL BE CONSISTENT WITH FDOT STANDARD INDEX 106. W 6. ALL PROPOSED ON -SITE PARKING /DRIVEWAY AREAS TO BE CURBED WITH FDOT TYPE 'D' CURB, UNLESS SPECIFIED OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER LL FDOT INDEX NO. 304, W 7. REFER TO SHEET C -5.2 FOR CROSS SECTIONS. V O 8. THE GENERAL CONTRACTOR SHALL PROVIDE A SUITABLE ON -SITE WASH DOWN AND CONCRETE Q DISPOSAL AREA. DISPOSAL OF CONCRETE SLURRY DIRECTLY CR INDIRECTLY INTO THE COUNTY 7 L T SEPARATE STORM SEWER SYSTEM OR ONTO A COUNTY RIGHT -OF -WAY IS A VIOLATION OF W �i... SECTION 58 -244 OF THE PINELLAS COUNTY LAND DEVELOPMENT CODE. SECTION 58 -239 OF THE FOR EACH OFFENSE. PINELLAS COUNTY CODE AUTHORIZES PENALTIES OF UP TO $10,000.00 DISTURBED. DAMAGES TO THE ROADWAY PAVEMENT WILL 9. ROADWAY PAVEMENT IS NOT TO BE REQUIRE MILLING AND RESURFACING AS DIRECTED BY THE AREA INSPECTOR. Q W J_ W f ' ' L0 1..1..1 � Z W Qco Oo Q _ LL Ur O I- Z U Q LEGEND Z Q lid W U CO TING AND PROPOSED "NIN00j �:r r 1 . I M -VN NS ARE REFERENCED �- c Z uu �'� FROM ORTH AMERICAN ` � z cn 0 I RTICAL ATUM (N.A.V.D.) 1988. N U Z CIE OPME M ac°i Q X �p,yj r•, , C EOPYRIGHT 2010 Jt T THIS DRAWING IS ,E Pfd - OP ji P,Q�tv�`F�NGjIVE G C. UNDER NO SHEET: CIRCUNSTANCES MAYTHiS,D, 4%43 get `r��Df �Q,1aUB4IS ALTERED OR USED �� IN ANY WAY WITHOUT W �I �� I OR!ZATION FRO�MMn, HI�1i INT ENGINEERING, INC, 48 HOURS S. BEFORE YOU D Gtr • `E j .4 -; j C j -3- /I • "CALL SUNSH'NE" 58626 UIST RAJQE.S:. 1 -800- 432 -4770 FL Registration No. P,rd*& "n;ipo9r y Sign Date COPY OF THIS PLAN IS Q)tAU(JNGE� $IGNI,P SEALED AND DATED BY THE P 110 L_ GINEER z uj U M J cv U a U a. tiLr) Z z M M i w ILL! W tiff Z z_ L0 c „" (9 0 N L w z 6 z° J W o Q U E"+ N 1�1 0 a- o W U� Z W W Z W J_ U CO TING AND PROPOSED "NIN00j �:r r 1 . I M -VN NS ARE REFERENCED �- c Z uu �'� FROM ORTH AMERICAN ` � z cn 0 I RTICAL ATUM (N.A.V.D.) 1988. N U Z CIE OPME M ac°i Q X �p,yj r•, , C EOPYRIGHT 2010 Jt T THIS DRAWING IS ,E Pfd - OP ji P,Q�tv�`F�NGjIVE G C. UNDER NO SHEET: CIRCUNSTANCES MAYTHiS,D, 4%43 get `r��Df �Q,1aUB4IS ALTERED OR USED �� IN ANY WAY WITHOUT W �I �� I OR!ZATION FRO�MMn, HI�1i INT ENGINEERING, INC, 48 HOURS S. BEFORE YOU D Gtr • `E j .4 -; j C j -3- /I • "CALL SUNSH'NE" 58626 UIST RAJQE.S:. 1 -800- 432 -4770 FL Registration No. P,rd*& "n;ipo9r y Sign Date COPY OF THIS PLAN IS Q)tAU(JNGE� $IGNI,P SEALED AND DATED BY THE P 110 L_ GINEER NOTES TO CONTRACTOR 1. ASSURE COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION. 2. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE EROSION CONTROL MEASURES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D -4 AND 40D -40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. 3. NOTIFY THE OWNER IN WRITING IF OTHER SOURCES OF POLLUTION ARE BEING STORED, OR OTHERWISE USED DURING CONSTRUCTION OF THE PROJECT (E.G; OILS, FUELS, FERTILIZERS, PESTICIDES, OTHER CHEMICALS, ETC). THIS NOTIFICATION SHALL BE ACCOMPANIED WITH THE CONTRACTOR'S DESIGN INCLUDING MEANS AND METHODS TO BE USED TO PREVENT POLLUTION FROM THESE SOURCES. 4. IF RELEASES OF REPORTABLE QUANTITIES OF OIL, COMBUSTIBLES OR HAZARDOUS MATERIAL OCCUR NOTIFY NATIONAL RESPONSE CENTER (800) 424 -8802 IMMEDIATELY, NOTIFY PERMITTING AUTHORITHY IN WRITING WITHIN 14 DAYS AND MODIFY THE POLLUTION PREVENTION PLAN TO INCLUDE THE DATE OF RELEASE, CIRCUNSTANCES LEADING TO THE RELEASE AND STEPS TAKEN TO PREVENT REOCURRANCE OF THE RELEASE. 5. INSPECT ALL EROSION CONTROL MEASURES REGULARLY DURING CONSTRUCTION (WEEKLY) AND AFTER EACH RAINFALL AND REPAIRE AND /OR REPLACE AS NECESSARY TO MAINTAIN ADEQUATE CONTROL OF EROSION AND SEDIMENTATION FOR THE DURATION OF THE PROJECT. 6. TAKE ALL REASONABLE MEASURES TO ASSURE THAT SEDIMENTED AND /OR POLLUTED STORMWATER IS NOT DISCHARGED FROM THE SITE. 7. USE DETENTION PONDS AS SEDIMENTATION BASINS OR CREATE SEDIMENTATION BASINS AS NEEDED. 8. PREPARE INSPECTION REPORTS SUMMARIZING NAME OF INSPECTOR(S), QUALIFICATIONS OF INSPECTOR(S), MEASURES /AREAS INSPECTED, OBSERVED CONDITIONS AND CHANGES NECESSARY TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 9. NOTIFY THE ENGINEER IN WRITING IF STORMWATER POLLUTION PREVENTION MEASURES ARE INEFFECTIVE AND IF REVISION TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ARE NEEDED. 10.MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES, INCLUDING DATES WHEN MAJOR GRADING ACTIVITIES OCCUR, DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASE ON A PORTION !f OF THE SITE, DATES WHEN CONSTRUCTION ACTIVITIES PERMANENTLY CEASE ON A PORTION OF THE SITE AND DATES WHEN STABILIZATION MEASURES ARE INITIATED ON THE SITE. 11. INITIATE SITE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE jr f WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. 12. MAINTAIN A COPY OF THE CONSTRUCTION PLANS WHICH INCLUDE THE CONSTRUCTION ,zz SURFACE WATER MANAGEMENT PLAN (CSWMP) ON SITE. f EROSION AND SEDIMENTATION CONTROL NOTES 1. ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP) IN ADDITION TO THOSE PRESENTED ON THESE CONSTRUCTION DOCUMENTS SHALL BE IMPLEMENTED PRIOR TO START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTY, ROADWAYS AND STREETS, AND SILTATION OF STORM SEWERS, WATERWAYS AND WETLANDS. 2. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE, 3. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORM WATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND OTHER EROSION /TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. 4. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SCHEDULED AND PERFORMED SO THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. 5. PERMANENT DETENTION AREA(S) AND /OR TEMPORARY SEDIMENTATION BASIN(S) SHALL BE CONSTRUCTED AS A FIRST STEP IN THE LAND ALTERATION ACTIVITIES AS PART OF THE CONSTRUCTION SURFACE WATER MANAGEMENT PLAN, THE CONTRACTOR SHALL CREATE POSITIVE DRAINAGE FOR DIRECTING ANTICIPATED RUNOFF TO THE SEDIMENTATION BASIN AREA(S). WHEN REQUIRED, DEWATERING SHALL INCLUDE PROVISIONS TO RETAIN AS MUCH WATER ON -SITE AS POSSIBLE. I, 6. SEDIMENT BASINS, PERIMETER SWALES, SILT FENCES, BERMS, SEDIMENT TRAPS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO DETAIN SEDIMENT AND /OR PREVENT THE MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, SHALL BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION ACTIVITIES. SILTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED AS REQUIRED BY THE ENGINEER TO ENSURE SURFACE WATER QUALITY CONDITIONS ARE IN COMPLIANCE WITH STATE WATER QUALITY STANDARDS. I7. ALL STORMWATER INLETS, ON -SITE AND ADJACENT TO THE PROJECT, SHALL BE PROTECTED USING SEDIMENT TRAPS (I.E. STAKED HAY BALES) AND FILTER FABRIC SHALL BE PLACED BENEATH GRATES WHICH SHALL BE MAINTAINED AND REPLACED DURUNG CONSTRUCTION AS REQUIRED. 8. ALL EXTERIOR SWALES, DITCHES AND CHANNELS SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, DITCHES AND CHANNELS INCLUDING DETENTION PONDS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 9. FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE LENGTH OF TIME THE STOCKPILES WILL BE KEPT. IN NO CASE SHALL UNSTABILIZED STOCKPILE REMAIN MORE THAN THIRTY (30) DAYS. 10. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED WEEKLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE REPAIRED AND /OR REPLACED AS REQUIRED. 11. TEMPORARY SEEDING AND MULCHING MAY BE APPLIED TO COVER BARE SOIL AND TO PREVENT WIND EROSION. SOLID BOARD FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND BLOWN DUST. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING WIND CURRENTS AT INTERVALS OF ABOUT 15 TIMES THE BARRIER HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION. IRRIGATION WITH WATER UNTIL THE SURFACE IS WET AND REPEATED AS NECESSARY CAN BE USED TO PREVENT WIND EROSION AND CONTROL BLOWN DUST. IF THIS METHOD IS TO BE EMPLOYED, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY GRAVEL ROCK ENTRANCE OR A SOIL TRACKING PREVENTION DEVICE (STPD) TO PREVENT OFFSITE TRACKING OF MUD ONTO LOCAL STREETS. STPD SHALL BE CONSISTENT WITH FDOT STANDARD INDEX 106. 12. THE CONTRACTOR SHALL REPORT ALL OFF -SITE SURFACE WATER DISCHARGES WITH TURBIDITY IN EXCESS OF 29 NTUS ABOVE BACKGROUND LEVEL TO AIR AND WATER QUALITY PROTECTION WITHIN 24 HOURS AFTER OCCURRENCE AS PER THE REQUIREMENTS OF THE NPDES PERMIT. NOTIFICATION SHALL INCLUDE CAUSE OF THE PROBLEM, CORRECTIVE ACTIONS TAKEN, AND INSTALLATION OF ADDITIONAL EROSION /SEDIMENT CONTROLS NOT SHOWN ON THE APPROVED CONSTRUCTION PLAN DRAWINGS. 13. WHEN CONSTRUCTION IS COMPLETE, THE PERMANENT DETENTION BASIN SHALL BE REGRADED AND RE- SODDED IN ACCORDANCE TO THE CONSTRUCTION PLANS. ANY SOD PLACED ON SLOPES EXCEEDING 3:1 TO BE ANCHORED BY STAKES, AND /OR ENGINEER'S APPROVED METHOD. PERMANENT DETENTION AREAS SHALL BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD, I STAKED HAY BALE r' f f/J .a ,f f j r$ % j ,f j / % r % % u , /. / i X , / j 'x % � 5 f' _v= STAKED HAY (TYP. ) SILT FENCE f SILT FENCE ILI I I I \ `�ql► q S GRAPHIC SCALE 1 " =20' 7!� �l �1�1 i%il�l 40 20 10 0 20 SITE SPECIFIC NOTES 1. EXISTING SOILS: MYAKKA SOILS. 2. HYDRAULIC CONDUCTIVITY: 7.5 INCHES / HOUR (FROM DOUBLE RING INFILTROMETER TEST PERFORMED ON 6/25/2010) 3. SEASONAL HIGH WATER ELEVATION = 70.00 FT N.A.V.D. (FROM DOUBLE RING INFILTROMETER TEST PERFORMED ON 6/25/2010) 4. RECEIVING WATER BODY OR STORMWATER COLLECTION SYSTEM: ALLIGATOR CREEK 5. FLOOD ZONE INFORMATION: ZONE "X" (FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER: 12103C0109G, MAP REVISED 9/03/2003) 6. APPROXIMATE CONSTRUCTION START DATE: 3/2011. 7. APPROXIMATE CONSTRUCTION COMPLETION DATE: 9/2011. 8. CONSTRUCTION SEQUENCE IS AS FOLLOWS: COMPLETE EROSION CONTROL INSTALLATION, CLEARING AND GRUBBING, DETENTION POND EXCAVATION, EARTHWORK ACTIVITIES, STORMWATER SYSTEM CONSTRUCTION, UTILITY CONSTRUCTION, BASE AND PAVEMENT CONSTRUCTION, FINAL STABILIZATION.. 9. PERMANENT STORMWATER DRAINAGE FOR THE SITE IS PROVIDED BY ROOF DRAINS LEADS, YARD INLETS AND CATCH BASINS. NEW BUILDING WILL CONNECT TO PROPOSED SITE STORMWATER MANAGEMENT SYSTEM THAT WILL OUTFALL TO THE EXISTING ROADSIDE DITCH LOCATED ON THE SOUTH SIDE OF N.E. COACHMAN ROAD (SR 590). 10. DEVELOPABLE AREA / CONSTRUCTION AREA: 17,500 SF (0.402 AC) TOTAL SITE AREA: 17,500 SF (0.402 AC) 11. RUN -OFF CURVE NUMBERS ('CN' AVERAGE): PRE- DEVELOPMENT CONDITION: CN =57 POST- DEVELOPMENT CONDITION: CN =81 12. THE STORMWATER MANAGEMENT SYSTEM, FOLLOWING COMPLETION OF CONSTRUCTION AND APPROPRIATE AS -BUILT SUBMITTALS AND ENGINEERING CERTIFICATIONS, WILL BE OPERATED AND MAINTAINED BY CLINICAL RESEARCH OF WEST FLORIDA, INC. 13. THE POTENTIAL SOURCE OF POLLUTION FROM THIS PROJECT IS SOIL EROSION DURING CONSTRUCTION ACTIVITIES. NOTES TO OWNER 1. ASSURE THAT ALL EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND BE MAINTAINED THROUGH CONSTRUCTION. 2. PRIOR TO CONSTRUCTION SIGN AND SUBMIT A NOTICE OF INTENT FORM TO THE ENVIRONMENTAL PROTECTION AGENCY AS PERMTTTEE AND OPERATOR OF THIS FACILITY, ALONG WITH A NARRATIVE STATEMENT CERTIFYING THAT THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PROVIDES COMPLIANCE WITH APPROVED STATE OF FLORIDA ISSUED PERMITS, EROSION AND SEDIMENTATION CONTROL PLANS AND STORMWATER MANAGEMENT PLANS. 3. SUBMIT TO THE ENVIRONMENTAL PROTECTION AGENCY, ALONG WITH THE ABOVE CERTIFICATION, A COPY OF THE COVER PAGE OF THE STATE OF FLORIDA PERMIT ISSUED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION AND /Of2 THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT. 4. SUBMIT TO THE ENVIRONMENTAL PROTECTION AGENCY A COPY OF THE NOTICE OF INTENT TO THE APPLICABLE OPERATOR OF THE MUNICIPAL SEPARATE STORMWATER SYSTEM. 5. SIGN AND SUBMIT A NOTICE OF TERMINATION FORM UPON COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION OF THE SITE TO THE ENVIRONMENTAL PROTECTION AGENCY AND ALL APPLICABLE GOVERNMENTAL ENTITIES. 4d HUUHS BEFORE YOU DIG CALL SUNSH NE' 1 -800- 432 -4770 z Z O W w 0! Q 0 m m Z Z O _j J 0- I.,L Z �.. O W Z W W 0� O L.L. Z S _O U V J W Ln Cfl O u) M �- W O o W Qp J LL U� Uaw LJ.. z z O w �F.�..1. W M W I­ --.I v N U V M Z `'•� ti ti W W W W N N Z Z M r` O L_ w Z z J W Q o U N O 3 v a o O W If 0 U Z 0! W W uj 0 _Z Z W J ON�d[l�Tn r� '- f (z m Z u ,� i! + 2 -0p Z (A O LL OPAIF, 0- - .: co i I L f�., f• U N Z _ o co ©COPYRIGHT 2010 THIS DRAWING ISreR �E�\\f1,,1� F�OI t101� I INC. UNDER NO SHEET: CIRCUNSTANCES MAY T V BliREPR UC . PUdl I' E LT�RED qR USED !N ANY WAY WITHOUT fQV'?AWTN I t3Q HIGH N NGIN C. • #. J 's 3 58626 ,�' LI1G Q" j 3 ^7 FL Registration No. P� te6s tt nE m Sign Date COPY OF THIS PLAN IS NOt VAi . ty�lLES�b, € EALED AND DATED BY THE PROFS Ilj1t1 L ENGINEER 0 0 o a 0 CQ m m 0- d Q m m m Q Lu m H 0LL� Lu U D Z z O LLJ Lu U S' Y U d S2 Q o U Z O _j J 0- I.,L Z �.. O W Z W W 0� O L.L. Z S _O U V J W Ln Cfl O u) M �- W O o W Qp J LL U� Uaw LJ.. z z O w �F.�..1. W M W I­ --.I v N U V M Z `'•� ti ti W W W W N N Z Z M r` O L_ w Z z J W Q o U N O 3 v a o O W If 0 U Z 0! W W uj 0 _Z Z W J ON�d[l�Tn r� '- f (z m Z u ,� i! + 2 -0p Z (A O LL OPAIF, 0- - .: co i I L f�., f• U N Z _ o co ©COPYRIGHT 2010 THIS DRAWING ISreR �E�\\f1,,1� F�OI t101� I INC. UNDER NO SHEET: CIRCUNSTANCES MAY T V BliREPR UC . PUdl I' E LT�RED qR USED !N ANY WAY WITHOUT fQV'?AWTN I t3Q HIGH N NGIN C. • #. J 's 3 58626 ,�' LI1G Q" j 3 ^7 FL Registration No. P� te6s tt nE m Sign Date COPY OF THIS PLAN IS NOt VAi . ty�lLES�b, € EALED AND DATED BY THE PROFS Ilj1t1 L ENGINEER SPACING OF POSTS TO BE 6 -10 FEET APART 2" MIN. FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS OR IF USED THE WIRE MESH WOOD OR STEEL POST t `/ 10 INCHES (MIN) O FILTER FABRIC MATERIAL FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX) MESH WIRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS INSTALLING A FILTER FABRIC SILT FENCE CITY INDEX NO. 607; 1 OF 3 N.T.S. SPILLWAY SUPPLY WATER TO WASH WHEELS IF SEDIMENT BARRIER NECESSARY (STRAW BALE TYPE SHOW) ® NOTE: USE SANDBAGS, STRAW BALES, OR Q�. OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN. N-s DIVERSION RIDGE REQUIRED GRADE EXCEEDS 2% 1. Set Stakes 6' Max. -. Xy I 3. Staple Filter Material To Stakes And Extend It Into The Trench Sheet Flow (Perspet 2. Excavate a 4" x 4" Trench Upscale Along The Line Of Stakes 0A a� 4. Backfill And Compact The Excavated Soil Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) INSTALLING A FILTER FABRIC SILT FENCE Straw Bales Are To Be Placed 4 Inches In The Soil. Tightly Abutting With No Gap. Staked Ar,d Backf'lled Around The Entire Outside Perimeter. z 2 2%" OR GREATER EXISTING PAVED ROADWAY SECTION A -A NTS FILTER FABRIC NOTES' 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTER PUBLIC RIGHT -OF -WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH COARSE AGGREGATE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.S. ■ � CITY INDEX NO. 607; 2 OF 3 N.T.S. EXTRA STRENGTH FILTER FABRIC — NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST STEEL OR WOOD POST 315� HIGH MAX. 12" MIN. PONDING HT. ATTACHING TWO SILT FENCES TO UPSTREAM FILTER FABRIC SIDE OF POST APPROXIMATELY 8 RUNOFF 9" MAX. INCHES OF FILTER (RECOMMENDED) STORAGE HT. PLACE THE END FABRIC MATERIAL POST OF THE MUST EXTEND INTO A SECOND FENCE TRENCH AND BE INSIDE THE END ANCHORED WITH POST OF THE COMPACTED FIRST FENCE BACKFILL MATERIAL ROTATE BOTH POSTS AT LEAST 180 DEGREES IN RUNOFF A DIRECTION TO DIRECTION T � CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS \ APPROXIMATE + DRIVE BOTH POSTS 4 -INCH BY 4 -INCH ABOUT 10 INCHES TRENCH ® �— INTO THE GROUND �u1 AND BURY FLAP INSTALLING A FILTER FABRIC SILT FENCE CITY INDEX NO. 607; 1 OF 3 N.T.S. SPILLWAY SUPPLY WATER TO WASH WHEELS IF SEDIMENT BARRIER NECESSARY (STRAW BALE TYPE SHOW) ® NOTE: USE SANDBAGS, STRAW BALES, OR Q�. OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN. N-s DIVERSION RIDGE REQUIRED GRADE EXCEEDS 2% 1. Set Stakes 6' Max. -. Xy I 3. Staple Filter Material To Stakes And Extend It Into The Trench Sheet Flow (Perspet 2. Excavate a 4" x 4" Trench Upscale Along The Line Of Stakes 0A a� 4. Backfill And Compact The Excavated Soil Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) INSTALLING A FILTER FABRIC SILT FENCE Straw Bales Are To Be Placed 4 Inches In The Soil. Tightly Abutting With No Gap. Staked Ar,d Backf'lled Around The Entire Outside Perimeter. z 2 2%" OR GREATER EXISTING PAVED ROADWAY SECTION A -A NTS FILTER FABRIC NOTES' 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTER PUBLIC RIGHT -OF -WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH COARSE AGGREGATE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.S. ■ � CITY INDEX NO. 607; 2 OF 3 N.T.S. EXTRA STRENGTH FILTER FABRIC — NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST STEEL OR WOOD POST 315� HIGH MAX. 12" MIN. PONDING HT. TO UPSTREAM FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST RUNOFF 9" MAX. (RECOMMENDED) STORAGE HT. 12" MIN.. 1" x 2" Stake Binding Wire Staked and Entrenched or Twine 50 lb (approx.) Straw Bale Filtered Compacted Soil to 1 Prevent Piping —_�F� Runoff Sediment Laden II 1 Runoff IO PONDING HT. RUNOFF A `�/ �� ` 4" x 6" TRENCH /� \/ GRAVEL WITH COMPACTED �� /� BACKFILL �/ STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSTALLING A FILTER FABRIC SILT FENCE CITY INDEX NO. 607; 3 OF 3 N.T.S. Silt fence is to be Installed around straw bales. See Index No. 607 PLAN VIEW Area Inlet with Grate Staked Straw Bale Silt Fence Runoff Water with Sediment 11 J ( Filtered Water Backfill SECTION A —A This method of inlet protection is applicable where the inlet drains a relatively flat area (slopes no greater than 5 %) where sheet or over'and flows (not exceeding 0.5 cfs) are typical. The method shall not apply to in'ets receWng concentrated flows, such as street or highway medians. TEMPORARY STRAW BALE SEDIMENT BARRIER AT STORM DRAIN DROP INLET CITY INDEX NO. 611; 1 OF 1 N.T.S. 1. Excavate the Trench Properly Installed Straw Bale (Cross - Section) 2. Place and Stake Straw Bales Angle First Stake Toward Previously Laid Bale 1 \Wedge Loose Straw _� �� ✓� Between Bales Bales Must Be Tightly Abutting With No Gaps 3. Backfill and Compact the Excavated Soil TEMPORARY STRAWBALE SEDIMENT BARRIER CITY INDEX NO. 612; 1 OF 1 N.T.S. U) z O w w H- 0I mj G U o � o a � m m z w m m o LU m o w U p z z > LU w O ` O CO U tY CO E5 w d d � D � U Q Q O I '_1 1..L U) W U. O J_ Q ~ W U 0 Z Q to O W (.0 V) Q M U W Oo D r_ U) _ U_ Z Q �� o vow v z W Z �• Z z _ Q _J Lu w r' J 0 �U N � U a v ti Z z i (h M ti C'4 LU W W I` cli I` Z_ � W'j Z M (D F- W Z z° J W o Q zH N U 2 Y a o a; O x� W w U W Uj Z Z J U W U') 'M Z ca �� Z U) 0 QZ U M 0 f.;. Z ro a� •a}t''Y"Rr U Q © IMP 'U �n U (y n [p (} (1 .r, • li' / J iJ1� coPYRIGHT 20 o U J s�U ... IS DRAW I li 'P01N'[ENG RING, INC. UNDER NO SHEET: h j CIRC NSTANCE $ �IN,G,49REPR0 CET PU HED, ALTERED OR USED FIE — IN A, Y WAY GY,�RTE AUTHt"ROM HIG INT ENGINEERING, INC. M�. u p E° tf O P M �� -- FF $t6rat16on No. t� ' /r JL� g3A8 Sign Date , NEIGHBC Y Y L T �� A' I COPY OF THIS PLAN j x�Llp Lj-SS SIGNED, SEALED AND DATED �- BY THEROFb�SST AL ENGINEER / / / / / INV.- 70.95' VV \v (18' RCP M.E. . X\ NV.= 71.04' / \ / / CLUS IER /3'R i /INV.= 71.14' 21'/28'R \ (18' RCP M.E.S.) O r \ CLUSTER /2'R ! \ i Ll I \ \ / ( IX X2-/30 R I 14'/6'R •� ` i 2 (�/ \ CLUS 4 �34'/25'R C 26-/25'R I � Ql 32 3 TREE CANOPY () 15- TAI /251 I 2i Ec 26 Sr / ' 24'/30'R MI I / t 3 2701 \ TREE CANOPY w TREE INVENTORY NO. SIZE SPECIE RATING COMMENTS Quercu5 virci niana (INCHES) • QI Quercu5laurlfolia t! 21 LAUREL OAK 2 POOR STRUCTURE, COMPACTED SOIL, DECAY, DIE -BACK 2 Csp SOFTLEAF YUCCA 3 • Pm 32 WATER OAK 3 POOR PRUNING, DEC", DEAD- LIMBS,COMPACTED SOIL Prunu5 caroliniana 4 TREE LIGUSTRUM 2 OVER - MATURE, DECLINIG, ANEMIC, ALMOST DEAD 5 A PAUROTIS PALM 3 Pindo Palm %fte 18 CAMPHOR 2 POOR TRUNK FLARE, POSSIBLE GIRDLING ROOT 7 8 CITRUS TREE 2 IN WIRES, ANEMIC, DECAY, DECLINING, POOR PRUNING ftkow 10 CITRUS TREE 2 ANEMIC, IN WIRES,DECAY, DECLINING, BARK SPLITTING 9 6 CITRUS TREE 2 ALMOST DEAD %61(W 8 CITRUS TREE 2 ANEMIC, CROSS - BRANCHING, INCLUSIONS, DECLINING 11 22 LIVE OAK 3 CO- DOMINATE, INCLUSIONS, POOR STRUCTURE, CROWDED is 18,- SLASH PINE 3 0 '13* 6 QUEEN PALM 3 CROWDED 14 15 �' LIVE OAK 3 CO- DOMINATE, INCLUSIONS 'Claw 14 RED MAPLE 2 DEAD -WOOD, DECLINING, POTENTIALLY HAZARDOUS TREE % §ft 8 CITRUS TREE 2 ANEMIC, POOR PRUNING, DEAD -WOOD, DECLINING wig 6 QUEEN PALM 3 J "1811! 12 '- QUEEN PALM 3 VINES V19N4 8 QUEEN PALM 3 U 4 CHERRY LAUREL 2 GROWING IN FENCE, CROWDED, LEANING, POTENTIAL HAZARD 12 CHINABERRY 1 SPLIT, DEAD -WOOD, DEAD - WOOD /OPEN DECAY TO BASAL TO FLARE 10 CITRUS TREE 2 CO- DOMINATED, CROSS - BRANCHING, CROWDED, DECLINING 6- PODOCARPUS 3 P-241ft 12 MAPLE 2 DEAD -WOOD, CROWDED, SAPSUCKER1WOODPECKER DAMAGE 2 18-- SLASH PINE 3 CO- DOMINATE, VINES, DEAD -WOOD 26 5 N^ QUEEN PALM 3 CROWDED 27 2416- LAUREL OAK 3 **2u 16 EAR TREE 1 MASSIVE DECAY IN TRUNK, HAZARDOUS TREE *�2%b 36- LAUREL OAK 3 CO- DOMINATE, INCLUSIONS, DEAD -WOOD, COMPACTED SOIL 'k30At 7, PODOCARPUS 3 CROWDED, ONE -SIDED 'walow 34 - LAUREL OAK 3 CO- DOMINATE, INCLUSIONS, POOR PRUNING, MISTLETOE 32 26 AA LAUREL OAK 3 CROWDED, CO- DOMINATED, INCLUSIONS, POOR STRUCTURE 33 14 PINDO PALM 3 POOR SHAPE (CURVED) 24 LAUREL OAK 2 VINES, COMPACTED SOIL, MECHANICAL INJURY, IMMEDIATE HAZAR 735#� 20 LAUREL OAK 2 TREE HAS BEEN TOPED DUE TO OVERHEAD UTILITY LINES /5-5 it 0 20 40 60 GRAPHIC SCALE 1 inch = 20 ft. Tree Inventory Legend 54 "b abbe b °� C10 \11 • Qv Quercu5 virci niana Live Oak • QI Quercu5laurlfolia Laurel Oak • (fin Quercu5 nicya Water Oak • Csp Cltru5 Species Citrus tree • Pm Podocarpus MacrophylluE Pond Cypre55 0 Pc Prunu5 caroliniana Cherry Laurel 0 Pe Pinu5 elllottil 51a5h Pine A Bc Butia capitata Pindo Palm ■ Ec Enterloblum cyclocarpum Ear Tree 0 Ma Melia azedarach Chinaberry Ar Acer rubrum Red Maple o Sr 5yagru5 romanzoffiana Queen Palm Yc Yucca recurvifolia 5oftleaf Yucca A Aw Acoelorrhaphe wrightii Paurotis Palm/Evercglades Palm 0 LI L1cp5trum lucidum Tree form ligu5trum TREE INVENTORY DETAIL TREE ADDED /CHANGED FROM SURVEY TREE CANOPY/ CRZ* TREE DBH 8 SYMBOL TREE BOTANICAL ABBR. Sp 171 —TREE INVENTORY RATING 4 5 TREE INVENTORY NUMBER *Critical Root Zone (Trunk formula) 2 X DBH = Diameter CRZ (in feet) CRZ /Canopy for palms (on site) referenced at 6' Tree Inventory by: BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727 - 521 -1684, FAX: 727 - 527 -7422, E- MAIL:8DG10TAMPABAY.RR.00M DRAWN BY: RON BELKO CERTIFIED ARBORIST # FL -5802A ISA MUNICIPAL SPECIALIST: FL -5802M CHECKED BY: CHUCK BUTLER CERTIFIED ARBORIST # FL -1235A w Z O w w Z Z AA 101� W W N N Z w LO z_ M v v C7 C9 N F- LL w z z J w o Q z 0 Q w o rx v � U w w w z ( z U L0 (� M Z Ca U) o Z y Y fL U 0 cu Q0 cU J SHEET: L -3 0 L.L. 0 J d0 LL U) ga- L1J a. m m 0 o M m m z a- W LL m 0 CO U p Z w >O Qo w Z = LL > Z � U1 ow w zw o �w Z ���Q ca LL' w J o i--- U N U U oa a o U d Z Z AA 101� W W N N Z w LO z_ M v v C7 C9 N F- LL w z z J w o Q z 0 Q w o rx v � U w w w z ( z U L0 (� M Z Ca U) o Z y Y fL U 0 cu Q0 cU J SHEET: L -3 0 L.L. 0 J LL U) L1J LL 0 M U z a- H 1 vl L1J Q CO 0 CC 0 Q� Z Qo w = LL > Z U U1 ow w zw �w Z ���Q ca LL' M J o i--- U N U U Z Z AA 101� W W N N Z w LO z_ M v v C7 C9 N F- LL w z z J w o Q z 0 Q w o rx v � U w w w z ( z U L0 (� M Z Ca U) o Z y Y fL U 0 cu Q0 cU J SHEET: L -3 LANDSCAPE DATA LANDSCAPE DESIGN STANDARDS: PALM TREES CAN BE USED TO SATISFY 75% OF TREE REQUIREMENTS ON BEACH, SAND KEY & ISLAND ESTATES, 25% ELSEWHERE IN THE CITY. STAGGERED CLUSTERS OF 3 PALM TREES = 1 SHADE TREE, EXCEPT FOR SPECIMEN PALM TREES SUCH AS: PHOENIX CANARIENSIS (CANARY ISLAND DATE PALM), PHOENIX DACTYLIFERA (EDIBLE DATE PALM) AND PHOENIX RECLINATA (SENEGAL DATE PALM), WHICH COUNT AS SHADE TREES ON A 1:1 RATIO. TWO ACCENT TREES = 1 SHADE TREE; UNLESS OVERHEAD LINES ARE UNAVOIDABLE; NO MORE THAN 25% OF REQUIRED TREES MAY BE ACCENT TREES. - USE OF LIVE OAK (CITY TREE) IS ENCOURAGED, HOWEVER SPECIES DIVERSITY IS PREFERRED OVER MONOCULTURE. SHADE TREES MUST BE PLANTED A MINIMUM OF FIVE FEET FROM ANY IMPERVIOUS AREA AND AT LEAST TEN PERCENT OF THE TOTAL NUMBER OF TREES SHALL BE OF A SPECIES WHICH EXHIBITS CONSPICUOUS FLOWERING. -A MINIMUM VARIETY OF TREE SPECIES SHALL BE PROVIDED. EACH SPECIES SHALL PROVIDE A MINIMUM OF TEN PERCENT OF THE TOTAL NUMBER OF TREES. USE OF HIBISCUS ( CITY FLOWER) IS ENCOURAGED FOR NON - REQUIRED LANDSCAPE PLANTINGS, ESPECIALLY FOR ACCENT MARKING AT ENTRANCES AND OTHER POINTS OF HIGH VISIBILITY. GROUND COVER IS ENCOURAGED IN LIEU OF TURF TO REDUCE IRRIGATION NEEDS. TURF AREAS SHOULD BE CONSOLIDATED AND LIMITED TO AREAS OF PEDESTRIAN TRAFFIC, RECREATION AND EROSION CONTROL. - LANDSCAPING FOR THE INTERIOR OF PARKING LOTS SHALL BE PROVIDED IF THE PAVED VEHICULAR USE A REA IS GREATER THAN 4,000 SQUARE FEET. FOUNDATION PLANTINGS SHALL BE PROVIDED FOR 100 PERCENT OF A BUILDING FACADE WITH FRONTAGE ALONG A STREET RIGHT -OF -WAY, EXCLUDING SPACE NECESSARY FOR BUILDING INGRESS AND EGRESS, WITHIN A MINIMUM FIVE -FOOT WIDE LANDSCAPED AREA. rPLANTING MATERIAL PROVIDED: 4 TREES PROVIDED: 27 (24 SHADE, 6 ACCENT AT A RATIO 2:1) 4 HT TOLERANT TREES: 59% FLORIDA NATIVE TREES: 66% SHADE TREES: 89% ACCENT TREES: 11 % PALMS: 0% - PERIMETER BUFFER: ONE (1) TREE PER 35 FT AND 100% SHRUBS TREES REQUIRED: [(100 FT +175 FT +100 FT +175 FT -24 FT -20 FT -20 FT -4 FT] 135 = 14 EXISTING TREES TO REMAIN: 0 PROPOSED TREES: 18 (18 SHADE) TREES PROVIDED: 0 +18 =18 SHRUBS REQUIRED: [(100 FT +175 FT +100 FT +175 FT -24 FT -20 FT -20 FT -4 FT] /3 = 160 SHRUBS PROVIDED: 160 - INTERIOR LANDSCAPE: ; MINIMUM 1 TREE PER ISLAND OR 1 TREE PER 150 SF OF REQUIRED GREENSPACE PROPOSED VEHICULAR USE AREA (V.U.A.): 6,640 SF r' INTERIOR LANDSCAPE AREA REQUIRED: 664 SF (10.0% OF V.U.A.) INTERIOR LANDSCAPE AREA PROVIDED: 850 SF (12.8% OF V.U.A.) TREES REQUIRED: 6 ISLANDS / 1 TREE PER ISLAND = 6 OR ONE (1) TREE PER 150 SF OF REQUIRED INTERIOR LANDSCAPE AREA = 664 SF / 150 SF = 5 EXISTING TREES TO REMAIN: 0 PROPOSED TREES: 6 (5 SHADE, 2 ACCENT AT A RATIO 2:1) TREES PROVIDED. 0+6= 6 SHRUB AREA REQUIRED: 50% OF REQUIRED INTERIOR LANDSCAPE AREA SHRUB AREA PROVIDED: 50% GROUND COVER AREA PROVIDED: 50% - FOUNDATION PLANTING: 100% OF A BUILDING FACADE WITH FRONTAGE ALONG RIGHT -OF -WAY. TWO ACCENT TREES OR THREE PALM TREES FOR EVERY 40 LINEAR FEET OF BUILDING FACADE AND ONE SHRUB FOR EVERY 20 SQUARE FEET. BUILDING FACADE ALONG PUBLIC RIGHT -OF -WAY: [(84FT- 6FT -6FT)] = 72 FT TREES REQUIRED: 72 FT / 40 FT = 2 TREES PROVIDED: 3 (1 SHADE, 4 ACCENT AT A RATIO 2:1) PLANTING AREA REQUIRED: [(84FT- 6FT -6FT)] X 5 FT = 360 SF PLANTING AREA PROVIDED: 590 SF SHRUBS REQUIRED: 360 SF / 20 SF = 18 SHRUBS PROVIDED: 27 SHRUB AREA REQUIRED: 50% OF PLANTING AREA SHRUB AREA PROVIDED: 50% GROUND COVER AREA PROVIDED: 50% IRRIGATION NOTES: 1. A LOW VOLUME IRRIGATION SYSTEM, THAT PROVIDES 100% COVERAGE TO ALL PROPOSED PLANTINGS, WILL BE DESIGNED AND INSTALLED BY THE CONTRACTOR. 2. THE PROPOSED IRRIGATION SYSTEM MUST MEET OR EXCEED ALL APPLICABLE CITY CODE REQUIREMENTS. (I.E., BACK FLOW PREVENTION, AUTOMATIC RAIN SHUTOFF DEVICE, ETC...) 3. IRRIGATION SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE CITY PRIOR TO THE COMMENCEMENT OF WORK. 4. IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY CITY PROJECT MANAGER PRIOR TO INSTALLATION OF MULCH. 5. IRRIGATION AS -BUILT DRAWINGS, WHICH ACCURATELY AND CLEARLY IDENTIFY ALL MODIFICATIONS &OR SUBSTITUTIONS, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 6. THE LANDSCAPE CONTRACTOR MUST COORDINATE THE PLACEMENT AND POWER SUPPLY FOR THE IRRIGATION CONTROL TIMER WITH THE CITY AND THE GENERAL CONTRACTOR. 7. THE FOLLOWING IRRIGATION SYSTEM COMPONENTS WILL BE UTILIZED, PER EACH MANUFACTURERS' SPECIFICATIONS. TORO - NETAFIM TECHLINE SELF CLEANING, PRESSURE- COMPENSATING EMITTER LINE HARDIE - RAINDIAL 6 STATION OUTDOOR CONTROL TIMER RICHDALE - 214APR 1" ELECTRIC VALVE AMTEC - 10" ROUND VALVE BOX. ZONING LMDR LAND USE RU ti±' VISIBILITY % TRIANGLE PARCEL 12-29-15-82674-013-0080 r'' r f O X PN ! 630 >► ��VS' 'r r 12 rF /r / OT / 25 0 /r` \\ WPP ' •.o r r- i r j�ti: X, A, r•'r , TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SYMBOL SIZE (INCHES) QTY TOTAL (INCHES) PALMS 4 4 6 1 6 7 1 7 12 2 24 18 2 36 24 1 24 32 1 32 34 1 34 36 1 36 m m► s, Rk r � , � r � gip. > . �/►. aa•� AL lEmm 4 S IAy" TOTAL:l 20. %�? TREES TO BE PLANTED SYMBOL SIZE (INCHES) QTY TOTAL (INCHES) 4 4 16 3 20 60 2 6 12 TOTAL: 88 NET REPLACEMENT DIFFERENCE: -F4.5. QV 1 DT ZONING 0 80 [_AND USE RiOG PARCEL 12 -29 -15- 59184- 000 -0031 UP HP \ �- 12 tit QV y. 4L VS' 57 \ UP \ \ 3 r• �� f WELL \�; . 6 LI C \ 4'X4'CONCRETE r° BOX &LID vovvv t 1 S \< DT \ ca •gla IC \�` 5 G ` o OQ G P 0" NCB L?J HP ZONING C 9 LAND USE CG PARCEL 12- 29- 15- 59184 -000 -0022 VS' 30 QN \gyp�b 6 IP �Qp . . % A� G 15" TWiN130 R 12 ' DT 74 MI' .4� / \ Pti01 � i v�/6\ ; V V V V V PROPOSED PLANTING MATERIAL SYMBOL QTY. BOTANICAL NAME COMMON NAME MINIMUM SPECIFICATIONS FLORIDA NATIVE DROUGHT TOLERANT TREES PINE • QV 4 QUERCUS VIRGINIANA LIVE OAK (p MIN 10' HT. 4' SPR., 4" MIN. CAL, 45 GAL., FULL, FLORIDA #1 YES YES MG 7 MAGNOLIA GRANDIFLORA'LITTLE GEM' 'LITTLE GEM' SOUTHERN MAGNOLIA MIN 10' HT. 4' SPR., 3" MIN. CAL, 45 GAL., FULL, FLORIDA #1 YES YES IC 5 ILEX CASSINE DAHOON HOLLY MIN 10' HT. 4' SPR., W MIN. CAL, 45 GAL., FULL, FLORIDA #1 YES NO UP 6 ULMUS PARVIFOLIA SEMPERVIRENS DRAKE ELM MIN 10' HT. 4' SPR., 3" MIN. CAL, 45 GAL., FULL, FLORIDA #1 NO NO TD 2 TAXODIUM DISTICHUM BALD CYPRESS MIN 10' HT. 4' SPR., 3" MIN. CAL, 45 GAL,, FULL, FLORIDA #1 YES YES LI 6 LAGERSTROEMIA INDICA CRAPE MYRTLE 8' HT. MIN 4 STEMS., 1/2" CAL PER STEM, 30 GAL., FULL, FLORIDA #1 NO YES SHRUBS VS" 138 VIBURNUM SUSPENSUM SAN DANQUA VIBURNUM 18" HT. X 12" SPR,, 3 GAL., FULL, FLORIDA #1, 36" O.C. NO NO VS 22 VIBURNUM SUSPENSUM SAN DANQUA VIBURNUM 48" HT. X 12" SPR., 7 GAL., FULL, FLORIDA #1, 36" O.C. NO NO IP 28 ILLICIUM PARVIFLORUM YELLOW ANISE 18" HT. X 12" SPR., 3 GAL., FULL, FLORIDA #1, 36" O.C. YES YES HP 38 1 HAMELIA PATENS FIREBUSH 18" HT. X 12" SPR,' 3 GAL,, FULL, FLORIDA #1, 36" O.C. YES YES RI 38 RHAPHIOLEPIS INDICA INDIAN HAWTHORNE 18" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA #1, 30" O.C. NO YES VO 20 VIBURNUM OBOVATUM "MRS. SCHILLER'S DELIGHT', DWARF WALTER'S VIBURNUM 18" HT. X 12" SPR.' 3 GAL, FULL, FLORIDA #1, 30" O.C. YES NO SR 14 STRELITZIA REGINAE BIRD OF PARADISE 18" HT. X 12" SPR.' 3 GAL,, FULL, FLORIDA #1, 36" O.C. NO NO GROUND COVER DT 302 D IAN ELLA TASMANICA'VARIEGATA' VARIEGATED FLAX LILLY 6" SPR., MIN. 4 RUNNERS, 1 GAL., FULL, FLORIDA #1, 24" O.C. NO YES SB 20 SPARTINA BAKERI SAND CORD GRASS 18" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA #1, 36" O.C. YES YES CA 18 CRINUM ASIATICUM SWAMP LILY 18" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA #1, 36" O.C. NO YES PN 1,950 PASPAIUM NOTATUM'ARGENTINE' ARGENTINE BAHIA SOD 12 "x24" RECTANGLES, WELL MATTED, SAND GROWN NO YES I <RM a� dl. 5 VS' I PN I ZONING C LAND USE C PARCEL 12 -29 -15 -591 EXISTING TREE LEGEND A OAK A PALM ■ CAMPHOR ❑ CITRUS • PINE • MAPLE 0 PODOCARPUS I� if S GRAPHIC SCALE 1 '1=20' 40 20 10 0 20 + LIVE OAK X�l �>> DAHOON HOLLY Z O W W d a LU 0 U U U_ u- O O Z r O U U U U) 0 o LU N CID m m m LITTLE GEM MAGNOLIA J O DRAKE ELM I j 1..1.E BALD CYPRESS V J W no CRAPE MYRTLE SANDANQUA VIBURNUM O YELLOW ANISE FIREBUSH Q INDIAN HAWTHORNE LO DWARF WALTER'S VIBURNUM W �(c z BIRD OF PARADISE Q M Q W �a (3 SAND CORD GRASS Z ry o W Q SWAMP LILY -� _ LL. Q Q U� vvvvvvv r , vvvvvvv VARIEGATED FLAX LILLY v v � w vvvvvvv U) "— U Q Q Z w W W ARGENTINE BAHIA SOD Z .Y y i W z 1 o z ~- V w z_j 0U�J o a N U Z z Ill w ..� w L 04 n z z rl- ai � z V N F-• LL w W Q o •� U F o � N Z 0 Q � U a m m r` a- CID w m m Z o U 0 00 > w w � w O L U) w d 0- U) C) o U Q LITTLE GEM MAGNOLIA J O DRAKE ELM I j 1..1.E BALD CYPRESS V J W no CRAPE MYRTLE SANDANQUA VIBURNUM O YELLOW ANISE FIREBUSH Q INDIAN HAWTHORNE LO DWARF WALTER'S VIBURNUM W �(c z BIRD OF PARADISE Q M Q W �a (3 SAND CORD GRASS Z ry o W Q SWAMP LILY -� _ LL. Q Q U� vvvvvvv r , vvvvvvv VARIEGATED FLAX LILLY v v � w vvvvvvv U) "— U Q Q Z w W W ARGENTINE BAHIA SOD Z .Y y i W z 1 o z ~- V w z_j 0U�J o a N U Z z Ill w ..� w L 04 n z z rl- ai � z GENERAL NOTES x \ O 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING `HALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. W (°j � 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF Z WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR clf LIGHTNING ELECTRICAL PLAN. w w 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING Z AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS, (7 Z 4. SEE PLAN SHEET L -2 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. w J 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN (� THE SIGHT DISTANCE TRIANGLE. C cq 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE cf) Z STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. ca —' 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL. . ,t: 2221 48 HUUKS BEFORE YOU DIG "CALL SUNSH'NE" 1- 800 - 432 -4770 ail A JA �r�lll (g)COPYRIGHT 2010 THIS DRAWING IS THE P Pk jI ( MNT ENGV?� RN C� UNPER NO SHEET; y CIRCUNSTANCES MAY THIS ING F�PRO ! f49I 13HEQ TERF OR USED N ANY WAY WITHOUT WRT EN ,%lb V v d HI�1 �p NT GINEERINq,�NC. iiit+ ; ,� ♦{ (•`�' t •�� y$ ,�e`"i . ,,:336 `, A", ` ..ky. 58626 U�Id FL Registration No. rp ej�gw5 IL iy�e `� Sign Date COPY OF THIS PLAN IS NOT VALID {U JLrS'IG O.SEALED AND DATED '^ BY THE PROFESSIONAL ENGINEER` V N F-• LL w W Q o •� U F N Z Q � U a w GENERAL NOTES x \ O 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING `HALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. W (°j � 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF Z WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR clf LIGHTNING ELECTRICAL PLAN. w w 3. DISTURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING Z AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS, (7 Z 4. SEE PLAN SHEET L -2 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. w J 5. NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN (� THE SIGHT DISTANCE TRIANGLE. C cq 6. LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE cf) Z STORMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. ca —' 7. LANDSCAPE WATER TO BE SUPPLIED BY IRRIGATION WELL. . ,t: 2221 48 HUUKS BEFORE YOU DIG "CALL SUNSH'NE" 1- 800 - 432 -4770 ail A JA �r�lll (g)COPYRIGHT 2010 THIS DRAWING IS THE P Pk jI ( MNT ENGV?� RN C� UNPER NO SHEET; y CIRCUNSTANCES MAY THIS ING F�PRO ! f49I 13HEQ TERF OR USED N ANY WAY WITHOUT WRT EN ,%lb V v d HI�1 �p NT GINEERINq,�NC. iiit+ ; ,� ♦{ (•`�' t •�� y$ ,�e`"i . ,,:336 `, A", ` ..ky. 58626 U�Id FL Registration No. rp ej�gw5 IL iy�e `� Sign Date COPY OF THIS PLAN IS NOT VALID {U JLrS'IG O.SEALED AND DATED '^ BY THE PROFESSIONAL ENGINEER`