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2147 COACHMAN RD NEDEMOLITION NOTES TO CONTRACTOR r i r i x 1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AS REQUIRED BY CITY I % COUNTY, STATE AND FEDERAL LAW PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. f / f CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE �' 2. THE CONTRACTOR SHALL MEET ALL SAFETY REGULATIONS REQUIRED BY FEDERAL, STATE UTILIZED WHILE WORKING WITHIN N.E. COACHMAN ROAD RIGHT -OF -WAY PER STATE OF FLORIDA DEPARTMENT OF ON S:T T39 AND LOCAL GOVERNMENT. TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, fr Rq� ji` f' SET NAt!L ;, TiN' MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY / ° if , y,r r i 3. THE CONTRACTOR SHALL COMPLY WITH DEMOLITION REQUIRMENTS ESTABLISHED IN THE SYSTEM INDEX 605 - TWO WAY TWO LANE, WORK NEAR INTERSECTION E EV.W 13.67 FLORIDA BUILDING CODE SECTION 3303. AND INDEX660 - PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. 4. THE CONTRACTOR SHALL INSPECT BUILDINGS FOR ASBESTOS AND SITE FOR HAZARDOUS WASTE PRIOR TO DEMOLITION WORK. ` / jr � , AF'P'ROXI NIA': E L OCA710N OF EXISTING 6" • 7. i` _.. „' . e 5. THE CONTRACTOR PERFORMING DEMOLITION, SHALL CONFORM TO THE REQUIREMENTS ,�` j' /•4 �� T F T -t � r .CON T,R,At.,T {.R Oi�...�i YWT# OF THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH M CI'T'Y ; # CLEA ?71LI'I'ES {� _` A tTMENT \ � � �� ta� / AND REGULATIONS FOR DEMOLITION SAFETY STANDARDS \. \ y ` `t• i .j` i i r i s � . f' \ i \ i i ,i ADMINISTRATION (OSHA) RULES r \ 29 C.F.R., S.1926., SUBPART T, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE EXACT SIZE AN G9 LOCATION PRIOR TO START Ch �`\ / ( Yak '' / CONSTRii.TT(aN. C , 6 r' ,../ t\. f _; _/ Ex ._ STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY / \� , % jr' ' W-s' ,r \ rji ri j r \\ 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE '' 1. EX. DRAINAGE SWALE SITE AND SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ABOVE AND ,' BELOW GROUND EXISTTNG IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE SECT)ON TO BE REGRADED V // \ i`(SEE SHEET C >b,�1) ,r // 4 i' NEW IMPROVEMENTS. /i `� 4 ,r CONTRACTOR S USE WATERS ,r` 7. THE CONTRACTOR SHALL DEMOLISH AND REMOVE IMPROVEMENTS WITHIN LIMITS OF BLASTING OR SURFACE GRINDING TO �_,� rr INV.= 71.44'- i ,j \ �\ r CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY ' REMOVED, EXISTING STRIPING r ' �� f,< (6" RCP) u ., . jjr" >� .\ CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING / EX. MONUMEI�ySIGN EX. AS.r�S. �'° rr/ ~ jr�' �`✓' `�',.1 AREA. /� (TO BE REWCATEO) INV. C = 70.75' = f j ~' NQ;r' c,: ij ' 8. THE CONTRACTOR SHALL ESTABLISH AND PROPERLY FLAG PROPERTY CORNERS AND ,r (18' RCP) Z TEMPORARYx- r `�• ' 0. I" j' PROPERTY LINES PRIOR TO DEMOLITION WORK. CONSTRUC�TfON f i r3K� r' '` INGRESS Nd EGRESS 9 i ° r• %' 70.7 �`� f/' i � i. 9. THE CONTRACTOR SHALL DISPOSE ALL DEMOLITION MATERIALS AND DEBRIS IN j ' ^:, • ';., i * ' "' /' ACCORDANCE WITH THE CITY/ COUNTY REQUIREMENTS IN A SOLID WASTE DISPOSAL r ' °• ,. /` �'°!L` };i =? / M` �* �\ FACILITY APPROVED BY F.D.E.P. AND THE CITY / COUNTY. / • '' • {WNSITE'Ti3Ul a '\, 'i j`, 4 °, e °�\ t ;' 10. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEIGHBORS THAT ARE ' ,j SET NAIL t1, TIN �.qr r '' - • ' r • " \ t ' 3 }J J AFECTED BY THE DEMOLITION WORK. ' rj E� �V.- 73.83' O� 3 A ' r.' • Wa - ° Sgt' v?,� �,� Qp� yes �# i`f STAKED HAY BALE - jr 'sf: ! , \i,�,ra L : %, , • -> `> t r / ',. 11. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AND TREE r ) ___73. `Y BARRICADES PRIOR TO DEMOLITION AND MAINTAIN DURING DEMOLITION. THE CONTRACTOR �� \ ' ►, /. t!_;�,,_ 7 SHALL ERECT SILT FENCE AS SHOWN IN SITE CONSTRUCTION DETAILS SHEET. FAILURE TO /r ' __....• -- = -`� - :•': •r9 , ., .. :, INSTALL OR PROPERLY MAINTAIN THESE EROSION CONTROL MEASURES WILL RESULT IN EX. GRATE INK ET -% ' " `- r� •` >y ;.n' 1f�r ° ' ' r TOP EL.= ?3.34' i s, i , ��� ° :� a t:.e . a ' •�?/ 12" TRI.2P0'R ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D -4 i , % o j r '� _:,, _ ;,;; •', �, , ' ,, r, 40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION ' r N.E. INV. ET -70-49' (18" I�CF) j at c� .i > .' a L ` L a a ' ` ' AND 400 r'` jr r` INV. n < .�, •, A . ° . , e . °, e � a r.. j a.W. I VV. E1,101.09'(18- ..- 71. (.8" RCP) ? ii w , z !`' {YF "?i' \, , • R'l ':► ' ^`� 373.129, F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH CH if 2 SEA DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENySg. EXISTING 5/8 DOIQE 1'IC METER 05" INV. EL. = '71.a'i' \ \\ \ l � EXISTING CONTROL STRUCTURE X TOP EL.= 73.44' TOP OF SKIMMER EL.= 72.62' \ i BOTTOM SKIMMER EL.= T WEIR INV. . EL.= 71.94'(0.7Y WIDE) � N.W. INV. EL.= 71.69 (6" RCP) n CONTACT THE AIR TOXICS SECTION OF NNNN q- THE PINELLAS COUNTY DEPARTMENT OF r ENVIRONMENTAL MANAGEMENT PRIOR TO 1 ANY DEMOLITION OF BUILDINGS. X \, 12. THE CONTRACTOR SHALL OBTAIN ARIGHT -OF -WAY USE PERMIT AND PREPARE A (TO BE REMOV D BY CITY OF ', " >,~ v L ` L ' a,' e°� e'L `` I �d \ 7 /TR 3 \\ MAINTENANCE OF TRAFFIC PLAN FOR ANY WORK IN THE RIGHT -OF -WAY. CLEARWATERAf OWNERS EXPENSE} r ?^ l /r _ �_ I �� \� ' yl 'yc ��ty �f/ ° f e •p a • t4 TRIl25' a t�'• L 13. THE CONTRACTOR SHALL FENCE OR BARRICADE THE SITE, INSTALL GATES FOR TRUCK ` 5f8 „ "'` ir�z,„ ►' .� �, p" Ia SIDEWALK, CURB, AS/EMENT OR OTHER / � fir: •' \ \ ' ° �" e ' ' e a''e °',.r,.. ROUTING AND CONTROL TRAFFIC PER FDOT TRAFFIC CONTROL STANDARDS. IMPROVEMENTS Wl HIN FOOT RIGHT- OFyVArY i'`r \ - L- L L L L , r is ` ., ,. • . DAMAGELT 5U ljdG DEMOLITION 0 / i j j \ ` 4' L a ' ' 14. THE CONTRACTOR SHALL INSTALL AND MAINTAIN AT ALL TIMES PROTECTIVE BARRIERS CONSTjRUCTION Af(TIVITIES SjACL B %�� o'i'/ T <�< X \\\ = �: •_ =� °' L \ SILT FENCE \ . AROUND TREES TO REMAIN. THESE PROTECTIVE BARRIERS SHALL BE IN ACCORDANCE WITH REPLACED PER FOOT 015SIGN T) ND K ! 51 ' i / / ` Y ` a ' ` I 8' TWIN /12' \ \ CITY/ COUNTY STANDARDS. r� yS \i ,G`irii r r, :.ri j .`' ..' ...' �'�. s'- 4 e 1'�L - L� L� L� L� L o� // SPECIFICA\TJ�NS t Lam' j f ✓/ fi .%\\ ,.: }' :•, ' mod_ i/ jf \ / ' / r�.: r br'`Ae �r f \ ; \ - ,• e , -, i'i- ` I II I 15. THE CONTRACTOR SHALL SAW -CUT EXISTING PAVEMENT WHERE NEW PAVEMENT 1S TO ji \X� \ cri �/, j :.Ar! r' 3 ► • . L� q v BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. \ / / ��A ` a 6 r' \ \' 1 \'?� XSf 4WATER METER 7 ,.. I I I ,• � ji \ ` `� e ,rSi'IvJBt ' TO BE REMOVED BY s~ L I- I- O G� ":+ L� :� x ' \. W N IS GRAPHIC SCALE 1'0=20' 40 20 10 0 20 DEMOLITION TABLE ITEM DESCRIPTION ❑1 REMOVE TREE AND SHRUBS. ❑2 REMOVE STRUCTURES AND FOUNDATIONS. LAUREL El PINE REMOVE R PAVEMENT SIDEWALKS AND O CONCRETE , PAVERS TO THE NEAREST EXPANSION JOINT. ❑4 REMOVE LIGHT POLES, POWER POLES & POWER LINES. L5 REMOVE SIGNS AND BOLLARDS. �6 REMOVE PAVEMENT MARKING. �7 REMOVE SANITARY STRUCTURES AND PIPES. �8 REMOVE STORMWATER STRUCTURES AND PIPES. L REMOVE WATER ASSEMBLY, PIPES & ACCESSORIES. 16. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND IS j \ \ \ \ \�. r' 'C(TYOF CLEARWATER UTILITIES RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A fi. \. i ..'.� .. / ri DEPARTMENT. t2Y18'R L`. e s . e a`. �' � `�- L L L V� X \ PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED, / �: j, �. jf . w' i~ Eli i'T!Nt7 `A 'A'T E e'',j.�._, !yr tS01L TRACKING PREVENTION DEVICE (STPD) 1 �,, 8 "!6'R . ''s s e 's LIB X 17. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO DISCONNECT THEIR SE:'RVT E Li *ES r�I /; ' , SHALL BE CONSTRUCTED TO PREVENT OFFSITE d, FACILITIES PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. j' t�'r. TRACKING WITH MUD. STPD SHALL BE - �� ; I I I I I \ , \ CONSISTENT WITH FDOT STANDARD INDEX 106. \ \ jr EX. 1Z.'' 1..p41P / �,� �•A- %� � a. - "�. '� :c. 18. THE CONTRACTOR SHALL COORDINATE THE REMOVAL /RELOCATION OF EXISTING i r j v • \ 1 UTILITIES WITH THE OWNER OF SAID UTILITY. UTILITIES SHALL INCLUDE, BUT NOT BE LIMITED / °fat \r, . 'v \ V ` - ' _ TO, WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. \ ° a L \G� \ \ 1 �� \\ `A q ' - 44"/30' l s•:5 \ X . j 19. UTILITIES TO BE ABANDONED IN PLACE SHALL BE FILLED WITH PLOWABLE NON - SHRINK \ \ '► • /, _ ", _ ', \ L� L� l� GROUT MIX OR AS OTHERWISE APPROVED BY ENGINEER. PRESSURE MAINS SHOULD BE \ 7 �• X,` " 4a ' L, \ i PROPERLY CUT AND CAPPED AT TERMINATION POINTS AND RESTRAINED WITH A REVERSE `'i \` �a E.X. SANTTAIURY NAANHOLE \ \ \ \. F:`ifi'R ; -'�L, ^' � '', ': ' L� L� \ DEADMAN OR RESTRAINERS OR AS OTHERWISE APPROVED BY ENGINEER. i \ \ APPROX:MATE LOCATION OF EX:SUNG 8" PVC � L ' L ' L • `` ' 4�L , • -?� `> X N. `RIME.I,.•= 723.0:' rj \ \ ✓ n ,e,.° , °., °., \ .- \ SANITAiRYUNE •.CONT2t,C'fORTO VERIFY WITH �' a .• r.• L .r 1 ix z 4 w 8 PVC) s1t +. .. � •TVA. _.,. 6_...� } i t. U BUILDINGS T= UTILITIES � , 20. EXISTING IMPROVEMENTS ABOVE GROUND (E.G., PAVEMENT, CURBING, \ CITY O. CL.. ARWAT,..R DEPARTMENT ,s. h.Ic..:N1,''. E.T...:' r�.�i3' ��:'�" PVC) \ ? . , 4. ° „ n 'l CONCRETE PADS, RETAINING WALLS, SIDEWALKS, POLES, SIGNAGE, ETC.) AND BELOW , \ 'gy EXACT SIZE AND LOCATION PRIOR -1 -0 START OF 4 \ "✓ ;, -`_► "��'', � : -, � ;; �' -' ► -';, _, , ` ' 3 � ?�' / \ \ I . + a. GROUND (E.G., SANITARY, STORM, WATER, GAS, CABLE, ELECTRIC, PHONE, ETC.) SHALL \ 'CONST'RLLTIO�,. �, REMAIN UNLESS OTHERWISE NOTED. / \ ' ° , e,, e " N ° . ° - 4 . ' X r, j 1 i,Gil 12" TWI /12'R f 21. ALL CAVITIES RESULTING FROM REMOVAL OF BUILDING FOUNDATIONS, TREES, UTILITIES, rr'� \\ ( �'\ " , 3,-_SSR;, %,, -`.,• ,, , j SIGNS, ETC. SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO 95% OF 4 I {bt' ` L L + `'a a •` L ` . I'3:Z LARGE ROCK 1 MAXIMUM DENSITY FROM MODIFIED PROCTOR TESL' PER ASTM D1657 / AASHTO T -180. \� � x$118 R � �} - °' e � -'° , � ` S 73 91 / \ . •_ .� 42 '140' (TO BE REMOVED) 22. THE CONTRACTOR SHALL DISPOSE ALL LOOSE DEBRIS AND GARBAGE WITHIN THE PROJECT BOUNDARIES. ADJACENT PROPERTIES SHALL NOT BE ADVERSELY AFFECTED (E.G., N. \ \ �_ �'• / SOIL EROSION, UTILITIES DISCONNECTION, TRAFFIC FLOW IMPEDANCE, NOISE, DUST, �. •''' "' \ HALL BE RESTORED WITH NEW SIDEWALK AND SOD %' ` ` GARBAGE, ETC.) AND RIGHT -OF -WAYS \ PROPOSED TREE �, �, \ , ° • `,° • , 7�I•Ii? ,, • /�',9g �` 1 �� AS REQUIRED. \ ` BARRICADE TYP. %' r s = •'C a. { \\ ( ) .=t . Q , . ,: , 38 " /30'R s ; XM1, r rr? i \ 3 a' , - ,,' -_,, _ 18" TWI 8,R ` T \\ 1 '% / M a` a`� `'1 a _ ° a` ° a` s EX. RET NTION -J ��y�`a' r/ i e#. x}1` ,� S •.,► •'. PO D 1 a L L a L- L SILT FENCE 's ,� \ j \ \\ tfi' ''` : �,�r° a' a'e a'° L' a•e L,efa'A�e I \ \\ 1yA gl`t^ r' X ` a'�'Lf�e`�a!�-: `` \ \ \\ ,y'i� 'i �1• �` , `'� d • ° a, 4.a���o° a . "`'p .,1L a. e • .'° L '► '��"f'J x PINES \ \ a s� a • a L ry t \ . \�i% fi REMOVE 1230 LF PROPOSF TREE r ab , ; " ; -•' y► ' ` ", ►• - , - A." HARDWOODS DRIP LINE rij WOOD FENCE BARRIC/�DE(TYP.) :L /y N. DRIP LINE f` .. R 28" � 10, A 2/3 OF DRIP LINE z E HORIZONT z i UPRIGHT z E ih 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 V X 4' LUMBER, 4. BARRIERS SHALL 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 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6, BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741. TREE BARRICADES CITY INDEX NO. 909; 1 OF 1 N.T.S. 6' WF ` 12 '110'R r1 X iS:R \ t 24', ":ii'1N ?v0`TR ?25'R 1 x _A EXISTING TREE LEGEND 0 OAK A CYPRESS ■ HOLLY ❑ LAUREL • PINE \\ \\ jr ) \\ €i'V1F s ,. ;' : '''';•,�';`�?►; •';- , :';.,, r; LEGEND \ 4 22'S. W, \, / ! 24 "? OT iJ AP. c. \ \ 3 \ _. . , • � EXISTING \ \ i rt D.• \ a : ` a , ► 6 ; s , a � �, \ ,� �\ �a\\\\\\a\\\\\\\a\\\\a\a\uo\\w �M �\\,I �\� a\� �\\\\\\ \\\\\\\\\\�\\\\\\\a\aa\\\\ \ \»�a PROPERTY LINE `\ l 8" TWIN/12 \ e ° , d 41, . ° \ , 'ti BRAZILIAN PEP ER ►. , •'•i;• ^i, •' %a • %,, • i s2 �' \ \ PROPOSED TREE \\\ X '' -. °- =•' =•�' TYn ��``. n .............._... X BARB ADE(TYP.4 14 MAITREE i EXISTING - .�a ,,,. •,,, ,a • '2 "i12'TR :. � TO REMAIN - ' rn i `\ \ ��\ �, 8" TR�1. 3'R e a � a " \ SILT FENCE , EXISTING TREE \ \ \ \ B ILI PEP \ z ° 18" \, \ �, 1 Y - x TO BE REMOVED \'\ \` 1 `, 3' WF 5 ".'4'R /�r� 0 k9°N E. 10 "t12'R T `\ �3 ',ti.vY:•., A j ._ � r PROPOSED TREE C�t7 j , BARRICADE y� c\ \ 3 ��,0 \ r' �. � 'c .-{ • \ '' \ ,� EXISTING ASPHALTIC I r'' \ . ' '* \�y f, PAVEMENT TO BE UPRIGHT r r A \ \ !,s y \. REMOVED \ f ;�. . ENTIRE DRIP LINE HORIZONTAL \ `" \ f NUISANCE TREE ERADICATION NOTES: \\ 1. THE CONTRACTOR SHALL ERADICATE ALL NUISANCE TREES SPECIES (DEFINED AS ,\ TREE SPEelES LISTED IN THE FLORIDA EXOTIC PEST TREE COUNCIL'S LIST OF INVASIVE \ SPECKS - 2005 EDITION) OCCURRING ON THE PROJECT SITE. THESE SPECIES INCLUDE BUT ARE NOT LIMITED TO BRAZILIAN` PEPPER (SCHINUS TEREBINT'HIFOLIUS), 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 i' NUISANCE SPECIES ON SITE. .i 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. j' 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. it \ I I I LLLLLLLLLLL EXISTING BUILDING 1x1 LLL LLLLL LLLL L TO BE REMOVED f �; - �' -.;�' . , ._, ., �•, _. , "' ,�_' ^�, •'L - EXISTING CONCRETE �+r 9�- a u _ , , _ ;, , _ ��; •'r TO BE REMOVED i � 3 011 \\ VIAL Z \\ MANAGEMENT OF TRAFFIC NOTE TO CONTRACTOR DEVELOPMENT a \` NEIGHBORHOOD SERViICES, CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WORKI CITY o F n - t ,- - \\ \ WITHIN N.E. COACHMAN ROAD (S.R. 590) RIGHT -OF -WAY PER STATE OF FLORIDA DEPARTME T F ._r - \ W d � � U w U U O O z 0 U U O W ° I].' 0 a o as fl (9 0 U } m m n- z m N 0 0� 0 .j 1..1... z �--- CL W z 0 L. F- 0 U W M oU CL W Lu Lo Q W C4 Q chi 0 o z <o 0 Q= LL V Q w O Q 0 Z w� 2 - zQ W W w��1 "tw 0 0 �V NU U a ti L0 z Z V) M `• �� ~ ~ W W W w N 04 Z v v N z W O A� W 0 U 0 ro a a W 1 o O a; c� 0 �Z L.I.. U W Ill v Z W J � rUnn � V cM Z � a Z W z EL J a: IZ ro U ro z o ro �U \ TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY ©COPYRIGHT 2010 \ 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 T THIS DRP�T NG IS THE PROPERTY of Hi GI E� INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING a ALTERED OR USED CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) �(� IN ANY WAY WITHOUT WRITTEN A �1I �y�QIN INEERING, INC. \ THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR J�`•'• Q1$ \, UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION \\ It OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING 48 HOURS `�� • " + .' \ ROUTE, THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE BEFORE YOU DiG 9 JA Y ; l / SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE. _ - _ _ 8626 _ ��� -3 Da / _ v- FL R gistration No. 4 hliow n r� Sign Date CAT L SUNSHINE h'', `" � . ..._._.. . .......... . _......_ .._.�.. . . ............ 1. 800.--- 432 4Z -0 COISV OP THIS PLPiN I P Pl` + D DATgD 0 o 0 0 m m ° P_ d m m m z w Q m m O U Z w Z Y O -w, LV U U LLJ a� o U 0 0� 0 .j 1..1... z �--- CL W z 0 L. F- 0 U W M oU CL W Lu Lo Q W C4 Q chi 0 o z <o 0 Q= LL V Q w O Q 0 Z w� 2 - zQ W W w��1 "tw 0 0 �V NU U a ti L0 z Z V) M `• �� ~ ~ W W W w N 04 Z v v N z W O A� W 0 U 0 ro a a W 1 o O a; c� 0 �Z L.I.. U W Ill v Z W J � rUnn � V cM Z � a Z W z EL J a: IZ ro U ro z o ro �U \ TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY ©COPYRIGHT 2010 \ 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 T THIS DRP�T NG IS THE PROPERTY of Hi GI E� INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING a ALTERED OR USED CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) �(� IN ANY WAY WITHOUT WRITTEN A �1I �y�QIN INEERING, INC. \ THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR J�`•'• Q1$ \, UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION \\ It OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING 48 HOURS `�� • " + .' \ ROUTE, THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE BEFORE YOU DiG 9 JA Y ; l / SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE. _ - _ _ 8626 _ ��� -3 Da / _ v- FL R gistration No. 4 hliow n r� Sign Date CAT L SUNSHINE h'', `" � . ..._._.. . .......... . _......_ .._.�.. . . ............ 1. 800.--- 432 4Z -0 COISV OP THIS PLPiN I P Pl` + D DATgD j 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1805, FOOTINGS AND FOUNDATIONS% ,.i REGRADE EXISTING ;. SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE ROADSIDE SWALE CROSS SLOPE ,.! � SECTIONS 1805.1 THROUGH 1805.9. FOOTINGS AND FOUNDATIONS SHALL BE BUILT ON',.' `° ;i' 1:50 (MAX) !'` , f! UNDISTURBED SOIL, COMPACTED FILL MATERIAL OR CONTROLLED LOW- STRENGTH MATERIAL ' A ' � �' RUNNING SLOPE ! (CLSM). COMPACTED FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH THE FLORIDA /' 1.20 (MAX) i �? BUILDING CODE SECTION 1803.5. CLSM SHALL BE PLACED IN ACCORDANCE WITH THE FLORIDA !' 4 '. r 'r a `\ ✓ " K r BUILDING CODE SECTION 1803.6. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM ;! 44 LF t 18" RCP EXTENTION OF EXISTING `. ! S:: 1 ` SURFACE OF FOOTINGS IS PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN PIPE. CONT T R HALL E 10 UNITS HORIZONTAL (10- PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS ,' CONCRETE COLLAR PER DOT INDEX 280 •!"iiiiiiiiitiiii3is'... \ NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTING OR WHERE THE ,•' 4 '` • rs:< >� >:> > < » >:i::::; SURFACE OF THE GROUND SLOPES MORE THAN ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL ,.....,..,.. S 0 S CONTRA TOR HALL TiE -IN DRIV W S E AY 10- PERCENT SLOPE). THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND !/ TO EDGE OF TRAVEL LANE ! %' SURFACE SHALL BE 12 INCHES. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO MODIFI !` F� DD E Y N C r CONFORM TO THE FLORIDA BUILDING CODE SECTIONS 1805.2.1 THROUGH 1805.2.3. CONS fZUCT DRIVEWAY PER INDEX 515 "GENERAL LIGATION" -URBAN RETURNS TUFM UTS :^' > » >< ><< >;;:,;. ,:.;;:.;:;..:, :.::.::.::.:::. SILT FENCE DETECTABLE WARNING SURFACE ! 17 i (PU CATED D0NI9 §, E REQUIRED i ! PER FOOT INDE U'04) ! is ! EXCAVATION, GRADING AND FILL NOTES N It i \x + �� ,.. ; TM ELEV, 73.83' .p� 1. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, EXCAVATION AND FILL FOR r ` ' STAKED NAY BALE BUILDINGS AND STRUCTURES SHALL BE CONSTRUCTED OR PROTECTED SO AS NOT TO f! ;r ! (nP) I T �:I Y ENDANGER LIFE OR PROPERTY. STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL O 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' i'` GRATE F.}i. C , __....._._...._....._._..... SSA': E I'vl FT _....._� WITHIN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND, SHALL BE REMO,yED �'` 10 EL'w I3 34 ' ! �\ ST-1 2. i N.E, iNV. E.L. �0.n '9' (18" i�OP) '" ♦ BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. BEFORE COMPLETION, LOOSE OR ! � • •> >� ?•' r� CASUAL WOOD SHALL BE REMOVED FROM DIRECT CONTACT WITH THE GROUND UNREII THE ,i' g.W. tNV. . =... 71•` 9' 11 S' R=s ? i;' ` . \ ' ; ''" ,w, BUILDING. 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, SLOPES FOR PERMANENT FILL SIDEWALK, CURB, PAVEMENT OR OTHER .'! SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT IMPROVEMENTS WITHIy THE FOOT RIGH -OF -WAY SLOPE). CUT SLOPES FOR PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN ONE UNIT DAMAGED DURING DkMOLITION OR CONSTR ION MATCH VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). DEVIATION FROM THE FOREGOING ACTIVITIES SHALLX REPLACED PER F09TDSIGN " \� EXISTING fi• ! F6 P fir' i" LIMITATIONS FOR CUT SLOPES SHALL BE PERMITTED ONLY UPON THE PRESENTATION OF A SOIL STANDARD AND SPECIFICATONS INVESTIGATION REPORT ACCEPTABLE TO THE BUILDING OFFICIAL. !` ' PROPOSED / 13T1�141\kG 3. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, NO FILL OR OTHER SURCHARGE ,. f` !!` f!' ;!' �: 1(VALL. END x LP ' w , 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 SURCHARGE. EXISTING FOOTINGS OR FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER MOVEMENT. PROPOSED 4. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.1, EXCAVATIONS FOR ANY 4' CHAIN LINK ,' i . .! .; FENCE ! !' ! \ t ! PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOOTIN G O R FOUNDATION WITHOUT a ! FIRST UNDERPINNING OR PROTECTING THE FOOTING O R F OU NDATI ON AGAINST SETTLEMENT R >f ° , r LATERAL TRANSLATION. � r ! \ 5. ACCORDING TO T HE FLORIDA BUILDING CO DE SECTION 1803.2 THE EXCAVATION OUT iSE THE p �. T I FREE F R MATERIA ,�•�" FOUNDATION SHALL BE BACKFILLED WITH SOIL THAT S O ORGANIC � 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 DAMAGE THE FOUNDATION OR THE WATERPROOFING OR DAMPPROOFING MATERIAL. ;! cti<r<' 6. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.3, THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF ! RETAINING WALLi NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5- PERCENT SLOPE) FOR A MINIMUM ; (TO BE DESIGNED BY OTHERS) DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF PHYSICAL •' �. �\ TOP OF WALL EL. = +76.50 y 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 \ 1PaJji;:S J ST -1 13'60 �r 7 /'ARN1,O d'�f K Y, THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 ti PROPOSED - v. ' s PERCENT WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. IMPERVIOUS V CHAIN LINK SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 FENCE PERCENT AWAY FROM THE BUILDING. WHERE CLIMATIC OR %OIL CONDITIONS WARRANT, THE SL E F THE R ND AWAY FROM THE BUILDING FOUNDATION IS PERMITTED TO BE REDUCED OP O G OU /, � \ i }3 "r18'RA /� �4 mow: � � x"t`�} � ''`eii•`" .,�,•. `�, / , � � .. TO NOT LESS THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2- PERCENT SLOPE). l'�, ` �7 0 \ 7$ 7. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.4, WHERE FOOTINGS WILL BEAR ON �! ?� 76 30 �,' 6.00 COMPACTED FILL MATERIAL THE COMPACTED FILL SHALL COMPLY WITH THE PROVISIONS OF AN ! �� �� \ ' ' cf' '.+ ( .�� +. ` Z APPROVED REPORT, WHICH SHALL CONTAIN THE FOLLOWING: (1) SPECIFICATIONS FOR THE PREPARATION OF THE SITE PRIOR TO PLACEMENT OF COMPACTED FILL MATERIAL, (2) "Z SPECIFICATIONS FOR MATERIAL TO BE USED AS COMPACTED FILL, (3) TEST METHOD TO BE USED ` `� PROPO TO DETERMINE THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF SHE MATERIAL 1 \ \�� 4' CHAIN TO BE USED AS COMPACTED FILL, (4) MAXIMUM ALLOWABLE THICKNESS OF EACH .LIFT OF �� FENC COMPACTED FILL MATERIAL, (5) FIELD TEST METHOD FOR DETERMINING THE IN•f'�LACE DRY DENSITY OF THE COMPACTED FILL, (6) MINIMUM ACCEPTABLE IN -PLACE OR`Y15ENSITY EXPRESSED `', \ �� SI AS A PERCENTAGE OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH, ITEM 3, (7) NUMBER AND FREQUENCY OF FIELD TESTS REQUIRED TO DETERMINEtOMPLIANCE WITI44TEM 6. �\ COMPACTED FILL MATERIAL LESS THAN 12 INCHES IN DEPTH NEF,D NOT COMPLY WITH AN APPROVED REPORT, PROVIDED IT HAS BEEN COMPACTED TO AMINIMUM OF 90 PERCENT MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 ; �..\ 45 L SDR \ , (T N \ ASPHALT 4" TYPE SP -9.5 ASPHALTIC CONCRETE STRUCTURAL COURSE BASE 8" LIMEROCK (LBR 100) OR CRUSHED PORTLAND CEMENT CONCRETE FROM FOOT APPROVED SOURCES AND MEETING ALL THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 204 COMPACTED TO 98% OF MAXIMUM DENSITY PER ASTM D1667 / AASHTO T -180 (SN =1.44) SUBGRADE 17" STABILIZED SUBGRADE (LBR 40) COMPACTED TO 98 % OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 (SN =1.36) FLEXIBLE PAVEMENT WITHIN N.E. COACHMAN ROAD RIGHT -OF -WAY 5 CROSS SLOPE PROPOSED !' t o Qp 1:50 (MAX) 'Qa �� � RETAINING N� WALL END J SED — — , # 40 {15H AT 7 SO 74.00 ! LL LINK SC "� E 7 0 � : y`.�URB �76 80 :. •;� • 55 LF t 12" P�/C • !. V SDR 26 @ t 1.0% \� r x 011'It DR Q ui LT FENCE E +04 , , G0J 5� i '`� N `1' O F-- oi 7 0 Y. ` �p \c' ��• 0� o�Oc' 1 as j� A 12`11�R �tl \\ LEGEND \�\ —• Z R. +7 Q 1 / Q 26 @t �Io .c� • r Q�yOGPQ'�'��' '1�' , z Q 0 d' W t \\ \ ., `Q l� \ ,� £35 _ :S €R EXISTING Z r , r' J PROPERTY LINE RETAINING WAL ; . � ,' !Q`)% �O \�,� O� �Z`\ ,4• 4"' t" sf' \� O � O BE DESIGNED BY OTF ILRS) ?' CJ`i G �J !�� x gyp" . ! ,': U TOP OF WALL EL. _ +70.50 i' �`.�\ O. O � \C1 °Ri ', '' r_a � 4� 1 L1'INi30` v' �,, V .s Qd A� G t. r f ,� ' 1 EXISTING 11 (, �, , .,:. +• Q � J \�� °. 2% I ./ 28 "!25`R %'+ j x.. ' ELEVATION ti L0 ROSS SLOPE `� \ °. + I V F* 6� v� �, `- > ( x/75.10 PROPOSED i' Z 1.50 (MAX) , 3,: a'R /\ ELEVATIQN -�;; � ti ti W i W �. 36" PVC SDR ,26 24`:. w;F' +. `. ,' - \ �, ». \. W o.�`� . ? ,,? f `• i -�� FL6WDIRECTION N N z @ t 1.0% (TYIP.) r• /' 9 1 `. W to 't PR20POSED �,, 7 .pQF' i "" `- _Z x Z 4' HAND RAIL f �-sti .� A �` \ i' LL t \ / PROPOSED (� N F- W \ z Z ' CENTER -LINE W c: Q O SILT FENCE R.L. F U PROPOSED ro RIDGE LINE PROPOSEDY: /„ \ ; �A PROPOSEDSTORM RETAINING O WALL END S Q U W SEWER LINE o F�1 �+.� a: \ 7 PROPOSED Ca�� ' c� w 4' HAND RAIL ,Ogg PROPOSED EROSION CONTROL ; U n A NEW ASPHALTIC 4" i% , PAVEMENT z W LL! Z ;; ' ,71 ♦, �, a^', il ', Ai °, il ', A °.`� '. ®'. �.', ® °' ,� NEW CONCRETE W PAD I SIDEWALK :e......... "..a..w.....'..e.�' .�k ^..R.......1N1........ ht ....... .:.x.......a..e....N.! a........'..1......t. J f _ C -.10p ALL EXISTING AND PROPOSED M ��IjE � -------- ELEVATIONS ELEVATIONS ARE REFERENCED ? FROM NORTH AMERICAN z LOBO 0 3 2011 w MANAGEMENT OF TRAFFIC NOTE TO CONTRACTOR VERTICAL DATUM (N.A.V.D.) 1988. � L D E V E L 0 p FA E Nl T 3, ' co CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WOR I C) ro Z I�HSt d CLOD 5�iR, CES, WITHIN N.E. COACHMAN ROAD (S.R. 590) RIGHT -OF -WAY PER STATE OF FLORIDA DEPARTM NT CkFF j Y - a �� M TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AN _UTIL1 �--- �: U v OPYRIGHT 2010 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 T THIS DRAKIING IS THE PROP gitiT t `IN q 6 No SHEET: CIRCUNSTANCES MAY THIS D Ir 'PKEAl LT E EGA Q USED CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) IN ANY WAY WITHOUT WRIT C ra ! ER �v I GiNEEf I INC. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR r �1 UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION F.-) t ' `��'` �� ?.�S •i^ : • OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING 48 HOURS ROUTE, THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE BEFORE YOU DIG (�(� \� SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE "CA NE° 6 RAUL( G ....................... ._..__ _ _ .......... ............. _.......... _ �_ :............ _......... 1- 800..- 432 471Q .... *vv ss Date 5862 S __. FL Registration No �� a a fi n ign D t COPYOFTHIS PLAINTS E,SS' �0 1f%-ff LEDfyN�S-DATED° BY THE P �IEG N :R ti FOUNDATION AND SOILS NOTES !. lxx 1. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1804, THE MAXIMUM ALLOWABLE FOUNDATION PRESSURE, LATERAL PRESSURE OR LATERAL SLIDING - RESISTANCE VALUES FOR !`! �` I` r'` ``' ON SITE Ti3M ! IY O F= '' SUPPORTING SOILS NEAR THE SURFACE SHALL NOT EXCEED THE VALUES SPECIFIED IN THE '' ' FT N,•i,. , 'r;N I ` H Lu Fw- o FLORIDA BUILDING CODE TABLE 1804.2 UNLESS DATA TO SUBSTANTIATE THE USE OF A HIGHER ; ;' ''�, �_ ! ;'' s EV - IT3.57' ( -! Q ¢ V VALUE ARE SUBMITTED AND APPROVED, PRESUMPTIVE LOAD- BEARING VALUES SHALL APPLY TO ;�` ;!' �`7 ? ;' ' \ tl to MATERIALS WITH SIMILAR PHYSICAL CHARACTERISTICS AND DISPOSITIONS. MUD, ORGANIC SILT, ' �i�" ri (/ L o 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 ' / �� %` V / C ` \� ` LL. O LL O V SUBMITTED. A PRESUMPTIVE LOAD - BEARING CAPACITY IS PERMITTED TO BE USED WHERE THE ;�! �'` V I ' BUILDING OFFICIAL DEEMS THE LOAD- BEARING CAPACITY OF MUD, ORGANIC SILT OR ° 4 ; :•..,•y, • \ �' p c Z C , ja' ` UNPREPARED FILL IS ADEQUATE FOR THE SUPPORT OF LIGHTWEIGHT AND TEMPORARY ` ! y STRUCTURES. WPIiAP PER DOT STANDAR(? - !!` ;!_ ✓' \ SPECIFICATIONS SECTION 530 ! �` ` �c, !- \ ' \i ';!! G/r /f1 :' �_ taY Li r O j 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1805, FOOTINGS AND FOUNDATIONS% ,.i REGRADE EXISTING ;. SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE ROADSIDE SWALE CROSS SLOPE ,.! � SECTIONS 1805.1 THROUGH 1805.9. FOOTINGS AND FOUNDATIONS SHALL BE BUILT ON',.' `° ;i' 1:50 (MAX) !'` , f! UNDISTURBED SOIL, COMPACTED FILL MATERIAL OR CONTROLLED LOW- STRENGTH MATERIAL ' A ' � �' RUNNING SLOPE ! (CLSM). COMPACTED FILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH THE FLORIDA /' 1.20 (MAX) i �? BUILDING CODE SECTION 1803.5. CLSM SHALL BE PLACED IN ACCORDANCE WITH THE FLORIDA !' 4 '. r 'r a `\ ✓ " K r BUILDING CODE SECTION 1803.6. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM ;! 44 LF t 18" RCP EXTENTION OF EXISTING `. ! S:: 1 ` SURFACE OF FOOTINGS IS PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN PIPE. CONT T R HALL E 10 UNITS HORIZONTAL (10- PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS ,' CONCRETE COLLAR PER DOT INDEX 280 •!"iiiiiiiiitiiii3is'... \ NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTING OR WHERE THE ,•' 4 '` • rs:< >� >:> > < » >:i::::; SURFACE OF THE GROUND SLOPES MORE THAN ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL ,.....,..,.. S 0 S CONTRA TOR HALL TiE -IN DRIV W S E AY 10- PERCENT SLOPE). THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND !/ TO EDGE OF TRAVEL LANE ! %' SURFACE SHALL BE 12 INCHES. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO MODIFI !` F� DD E Y N C r CONFORM TO THE FLORIDA BUILDING CODE SECTIONS 1805.2.1 THROUGH 1805.2.3. CONS fZUCT DRIVEWAY PER INDEX 515 "GENERAL LIGATION" -URBAN RETURNS TUFM UTS :^' > » >< ><< >;;:,;. ,:.;;:.;:;..:, :.::.::.::.:::. SILT FENCE DETECTABLE WARNING SURFACE ! 17 i (PU CATED D0NI9 §, E REQUIRED i ! PER FOOT INDE U'04) ! is ! EXCAVATION, GRADING AND FILL NOTES N It i \x + �� ,.. ; TM ELEV, 73.83' .p� 1. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, EXCAVATION AND FILL FOR r ` ' STAKED NAY BALE BUILDINGS AND STRUCTURES SHALL BE CONSTRUCTED OR PROTECTED SO AS NOT TO f! ;r ! (nP) I T �:I Y ENDANGER LIFE OR PROPERTY. STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL O 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' i'` GRATE F.}i. C , __....._._...._....._._..... SSA': E I'vl FT _....._� WITHIN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND, SHALL BE REMO,yED �'` 10 EL'w I3 34 ' ! �\ ST-1 2. i N.E, iNV. E.L. �0.n '9' (18" i�OP) '" ♦ BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. BEFORE COMPLETION, LOOSE OR ! � • •> >� ?•' r� CASUAL WOOD SHALL BE REMOVED FROM DIRECT CONTACT WITH THE GROUND UNREII THE ,i' g.W. tNV. . =... 71•` 9' 11 S' R=s ? i;' ` . \ ' ; ''" ,w, BUILDING. 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, SLOPES FOR PERMANENT FILL SIDEWALK, CURB, PAVEMENT OR OTHER .'! SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT IMPROVEMENTS WITHIy THE FOOT RIGH -OF -WAY SLOPE). CUT SLOPES FOR PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN ONE UNIT DAMAGED DURING DkMOLITION OR CONSTR ION MATCH VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). DEVIATION FROM THE FOREGOING ACTIVITIES SHALLX REPLACED PER F09TDSIGN " \� EXISTING fi• ! F6 P fir' i" LIMITATIONS FOR CUT SLOPES SHALL BE PERMITTED ONLY UPON THE PRESENTATION OF A SOIL STANDARD AND SPECIFICATONS INVESTIGATION REPORT ACCEPTABLE TO THE BUILDING OFFICIAL. !` ' PROPOSED / 13T1�141\kG 3. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, NO FILL OR OTHER SURCHARGE ,. f` !!` f!' ;!' �: 1(VALL. END x LP ' w , 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 SURCHARGE. EXISTING FOOTINGS OR FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER MOVEMENT. PROPOSED 4. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.1, EXCAVATIONS FOR ANY 4' CHAIN LINK ,' i . .! .; FENCE ! !' ! \ t ! PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOOTIN G O R FOUNDATION WITHOUT a ! FIRST UNDERPINNING OR PROTECTING THE FOOTING O R F OU NDATI ON AGAINST SETTLEMENT R >f ° , r LATERAL TRANSLATION. � r ! \ 5. ACCORDING TO T HE FLORIDA BUILDING CO DE SECTION 1803.2 THE EXCAVATION OUT iSE THE p �. T I FREE F R MATERIA ,�•�" FOUNDATION SHALL BE BACKFILLED WITH SOIL THAT S O ORGANIC � 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 DAMAGE THE FOUNDATION OR THE WATERPROOFING OR DAMPPROOFING MATERIAL. ;! cti<r<' 6. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.3, THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF ! RETAINING WALLi NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5- PERCENT SLOPE) FOR A MINIMUM ; (TO BE DESIGNED BY OTHERS) DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF PHYSICAL •' �. �\ TOP OF WALL EL. = +76.50 y 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 \ 1PaJji;:S J ST -1 13'60 �r 7 /'ARN1,O d'�f K Y, THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 ti PROPOSED - v. ' s PERCENT WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. IMPERVIOUS V CHAIN LINK SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 FENCE PERCENT AWAY FROM THE BUILDING. WHERE CLIMATIC OR %OIL CONDITIONS WARRANT, THE SL E F THE R ND AWAY FROM THE BUILDING FOUNDATION IS PERMITTED TO BE REDUCED OP O G OU /, � \ i }3 "r18'RA /� �4 mow: � � x"t`�} � ''`eii•`" .,�,•. `�, / , � � .. TO NOT LESS THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2- PERCENT SLOPE). l'�, ` �7 0 \ 7$ 7. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803.4, WHERE FOOTINGS WILL BEAR ON �! ?� 76 30 �,' 6.00 COMPACTED FILL MATERIAL THE COMPACTED FILL SHALL COMPLY WITH THE PROVISIONS OF AN ! �� �� \ ' ' cf' '.+ ( .�� +. ` Z APPROVED REPORT, WHICH SHALL CONTAIN THE FOLLOWING: (1) SPECIFICATIONS FOR THE PREPARATION OF THE SITE PRIOR TO PLACEMENT OF COMPACTED FILL MATERIAL, (2) "Z SPECIFICATIONS FOR MATERIAL TO BE USED AS COMPACTED FILL, (3) TEST METHOD TO BE USED ` `� PROPO TO DETERMINE THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF SHE MATERIAL 1 \ \�� 4' CHAIN TO BE USED AS COMPACTED FILL, (4) MAXIMUM ALLOWABLE THICKNESS OF EACH .LIFT OF �� FENC COMPACTED FILL MATERIAL, (5) FIELD TEST METHOD FOR DETERMINING THE IN•f'�LACE DRY DENSITY OF THE COMPACTED FILL, (6) MINIMUM ACCEPTABLE IN -PLACE OR`Y15ENSITY EXPRESSED `', \ �� SI AS A PERCENTAGE OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH, ITEM 3, (7) NUMBER AND FREQUENCY OF FIELD TESTS REQUIRED TO DETERMINEtOMPLIANCE WITI44TEM 6. �\ COMPACTED FILL MATERIAL LESS THAN 12 INCHES IN DEPTH NEF,D NOT COMPLY WITH AN APPROVED REPORT, PROVIDED IT HAS BEEN COMPACTED TO AMINIMUM OF 90 PERCENT MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 ; �..\ 45 L SDR \ , (T N \ ASPHALT 4" TYPE SP -9.5 ASPHALTIC CONCRETE STRUCTURAL COURSE BASE 8" LIMEROCK (LBR 100) OR CRUSHED PORTLAND CEMENT CONCRETE FROM FOOT APPROVED SOURCES AND MEETING ALL THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 204 COMPACTED TO 98% OF MAXIMUM DENSITY PER ASTM D1667 / AASHTO T -180 (SN =1.44) SUBGRADE 17" STABILIZED SUBGRADE (LBR 40) COMPACTED TO 98 % OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 (SN =1.36) FLEXIBLE PAVEMENT WITHIN N.E. COACHMAN ROAD RIGHT -OF -WAY 5 CROSS SLOPE PROPOSED !' t o Qp 1:50 (MAX) 'Qa �� � RETAINING N� WALL END J SED — — , # 40 {15H AT 7 SO 74.00 ! LL LINK SC "� E 7 0 � : y`.�URB �76 80 :. •;� • 55 LF t 12" P�/C • !. V SDR 26 @ t 1.0% \� r x 011'It DR Q ui LT FENCE E +04 , , G0J 5� i '`� N `1' O F-- oi 7 0 Y. ` �p \c' ��• 0� o�Oc' 1 as j� A 12`11�R �tl \\ LEGEND \�\ —• Z R. +7 Q 1 / Q 26 @t �Io .c� • r Q�yOGPQ'�'��' '1�' , z Q 0 d' W t \\ \ ., `Q l� \ ,� £35 _ :S €R EXISTING Z r , r' J PROPERTY LINE RETAINING WAL ; . � ,' !Q`)% �O \�,� O� �Z`\ ,4• 4"' t" sf' \� O � O BE DESIGNED BY OTF ILRS) ?' CJ`i G �J !�� x gyp" . ! ,': U TOP OF WALL EL. _ +70.50 i' �`.�\ O. O � \C1 °Ri ', '' r_a � 4� 1 L1'INi30` v' �,, V .s Qd A� G t. r f ,� ' 1 EXISTING 11 (, �, , .,:. +• Q � J \�� °. 2% I ./ 28 "!25`R %'+ j x.. ' ELEVATION ti L0 ROSS SLOPE `� \ °. + I V F* 6� v� �, `- > ( x/75.10 PROPOSED i' Z 1.50 (MAX) , 3,: a'R /\ ELEVATIQN -�;; � ti ti W i W �. 36" PVC SDR ,26 24`:. w;F' +. `. ,' - \ �, ». \. W o.�`� . ? ,,? f `• i -�� FL6WDIRECTION N N z @ t 1.0% (TYIP.) r• /' 9 1 `. W to 't PR20POSED �,, 7 .pQF' i "" `- _Z x Z 4' HAND RAIL f �-sti .� A �` \ i' LL t \ / PROPOSED (� N F- W \ z Z ' CENTER -LINE W c: Q O SILT FENCE R.L. F U PROPOSED ro RIDGE LINE PROPOSEDY: /„ \ ; �A PROPOSEDSTORM RETAINING O WALL END S Q U W SEWER LINE o F�1 �+.� a: \ 7 PROPOSED Ca�� ' c� w 4' HAND RAIL ,Ogg PROPOSED EROSION CONTROL ; U n A NEW ASPHALTIC 4" i% , PAVEMENT z W LL! Z ;; ' ,71 ♦, �, a^', il ', Ai °, il ', A °.`� '. ®'. �.', ® °' ,� NEW CONCRETE W PAD I SIDEWALK :e......... "..a..w.....'..e.�' .�k ^..R.......1N1........ ht ....... .:.x.......a..e....N.! a........'..1......t. J f _ C -.10p ALL EXISTING AND PROPOSED M ��IjE � -------- ELEVATIONS ELEVATIONS ARE REFERENCED ? FROM NORTH AMERICAN z LOBO 0 3 2011 w MANAGEMENT OF TRAFFIC NOTE TO CONTRACTOR VERTICAL DATUM (N.A.V.D.) 1988. � L D E V E L 0 p FA E Nl T 3, ' co CONTRACTOR TO DESIGN MANAGEMENT OF TRAFFIC (M.O.T.) TO BE UTILIZED WHILE WOR I C) ro Z I�HSt d CLOD 5�iR, CES, WITHIN N.E. COACHMAN ROAD (S.R. 590) RIGHT -OF -WAY PER STATE OF FLORIDA DEPARTM NT CkFF j Y - a �� M TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AN _UTIL1 �--- �: U v OPYRIGHT 2010 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 T THIS DRAKIING IS THE PROP gitiT t `IN q 6 No SHEET: CIRCUNSTANCES MAY THIS D Ir 'PKEAl LT E EGA Q USED CLOSURES SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF 7 TO 9 AM AND 4 TO 6 PM.) IN ANY WAY WITHOUT WRIT C ra ! ER �v I GiNEEf I INC. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR r �1 UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION F.-) t ' `��'` �� ?.�S •i^ : • OF THE CONSTRUCTION PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL WALKING 48 HOURS ROUTE, THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIDANCE TO THE BEFORE YOU DIG (�(� \� SCHOOL AGED STUDENTS AS THEY TRAVERSE THROUGH THE WORK ZONE "CA NE° 6 RAUL( G ....................... ._..__ _ _ .......... ............. _.......... _ �_ :............ _......... 1- 800..- 432 471Q .... *vv ss Date 5862 S __. FL Registration No �� a a fi n ign D t COPYOFTHIS PLAINTS E,SS' �0 1f%-ff LEDfyN�S-DATED° BY THE P �IEG N :R ti 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 400 -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. f' 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. ! ,f 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) AIjE' f' NEEDED. f' r i 10.MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES, INCLUDING DATES WHEN MAJOR GRADING ACTIVITIES OCCUR, DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASES 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 WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. f,. 12. MAINTAIN A COPY OF THE CONSTRUCTION PLANS WHICH INCLUDE THE CONSTRUCTION �!{ SURFACE WATER MANAGEMENT PLAN (CSWMP) ON SITE. r� EROSION AND SEDIMENTATION CONTROL NOTES ! 1. ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP) IN ADDITION TO ff' THOSE PRESENTED ON THESE CONSTRUCTION DOCUMENTS SHALL BE IMPLEMENTED PRIOR TO f; 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 Ttje 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 X 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. !' f i 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 ,!f 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. ! ; f f� 5. PERMANENT DETENTION AREA(S) AND /OR TEMPORARY SEDIMENTATION BlfSiN(S) SHALL BE CONSTRUCTED AS A FIRST STEP IN THE LAND ALTERATION ACTIVITIES AS PART OF TH� 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 PROV4199IONS TO RETAIN AS MUCH', WATER ON -SITE AS POSSIBLE. X \. 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 P'IR PERTIES, OR INTO EXISTING WATER BODIES, \, SHALL BE INSTALLED, CONSTRUCTED OR1114THE 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. \ 7. 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 i' ,i ;! i' r% ;! f !' s' f.f f ,. f fi f' i ,r' f f ! i ; .�r ! r' i f r r !!r i �i UNTIL THE SURFACE IS WET AND REPEATED AS NECESSARY CAN BE USED TO PREVENT WIND \ X. 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 ,f 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. f' 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 f PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. f f - /f - \ \ \ `• fp W N S GRAPHIC SCALE 1 " =20' 40 20 10 0 20 SITE SPECIFIC NOTES 1. EXISTING SOILS: MYAKKA SOILS. 2. HYDRAULIC CONDUCTIVITY: 6.7 INCHES I HOUR (FROM DOUBLE RING INFILTROMETER TEST PERFORMED ON 6/2612010) 3. SEASONAL HIGH WATER ELEVATION = 70.00 FT N.A.V.D. (FROM DOUBLE RING INFILTROMETER TEST PERFORMED ON 6126/2010) 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: 25,000 SF (0.574 AC) TOTAL SITE AREA: 25,000 SF (0.574 AC) 11. RUN -OFF CURVE NUMBERS ('CN' AVERAGE): \, PRE - DEVELOPMENT CONDITION: CN =70 POST- DEVELOPMENT CONDITION: CN =83 12jHE 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 PpTENTIA,- SOURCE OF POLLUTION FROM THIS PROJECT IS SOIL EROSION DURING CONSTRUCTION ACTIVITIES. y' 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 PERMITTEE 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, r 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 /OR 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. f , f' f - /f - \ \ \ `• fp W N S GRAPHIC SCALE 1 " =20' 40 20 10 0 20 SITE SPECIFIC NOTES 1. EXISTING SOILS: MYAKKA SOILS. 2. HYDRAULIC CONDUCTIVITY: 6.7 INCHES I HOUR (FROM DOUBLE RING INFILTROMETER TEST PERFORMED ON 6/2612010) 3. SEASONAL HIGH WATER ELEVATION = 70.00 FT N.A.V.D. (FROM DOUBLE RING INFILTROMETER TEST PERFORMED ON 6126/2010) 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: 25,000 SF (0.574 AC) TOTAL SITE AREA: 25,000 SF (0.574 AC) 11. RUN -OFF CURVE NUMBERS ('CN' AVERAGE): \, PRE - DEVELOPMENT CONDITION: CN =70 POST- DEVELOPMENT CONDITION: CN =83 12jHE 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 PpTENTIA,- SOURCE OF POLLUTION FROM THIS PROJECT IS SOIL EROSION DURING CONSTRUCTION ACTIVITIES. y' 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 PERMITTEE 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, r 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 /OR 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. hI C' IV \ L VAR 0 3 201 DEVELOPMENT �3EIGHBOAHOOD DEB °� ICES CITY OF CLEAR�..�WAT E_R� 48 HUUHS BEFORE YOU DIG "CALL SUNSHINE° 1 -a0.0= 432 -4Z70 ;' \ , Z r A A IY Z 0 �• j 4 ° o a a m m f p w LO w a m Z Q C3 U W Q f s' W i.- LL L W Z W f J W c Q W U. U !, OL^.L". I.J.. s \ U _O W ,r 2 O u) WO Q M ��- o W f-- Qp 5 J r� LL U oui L.1.� -% z U w Q �-0 LLJ ��W W hI C' IV \ L VAR 0 3 201 DEVELOPMENT �3EIGHBOAHOOD DEB °� ICES CITY OF CLEAR�..�WAT E_R� 48 HUUHS BEFORE YOU DIG "CALL SUNSHINE° 1 -a0.0= 432 -4Z70 ;' \ z Z O W w of T 1- 0 .. , Z r A A IY Z 0 1 j 4 ° o a a m m f p w LO w a m Z Q C3 U W Q s' W i.- LL L W Z W z° J W c Q W U. U !, OL^.L". I.J.. s = U _O W 2 O u) WO Q M ��- o W f-- Qp 5 J r� LL U oui L.1.� -% z U w z Z O W w of T 1- 0 .. cD U ©COPYRIGHT 2010 THIS DRAV1[,ING IS THE PRO "W� FAtjT FAG, IN9. UNDER NO SHEET; CIRCUNSTANCES MAY THIS I� PR 9ll ALTERED OR USED IN ANY WAY WITHOUT WRIT yin t4T,�t�Ff{�! � N INEERING, INC. �?r•„G:k 58626 �.. f I �f AJAL�S :,;; 512 FL Registration No. /� Pro s'ional Engireeet ". .v Sign Date COPY OF THIS . 'IN'V SIGNED; A'LED AND DATED"" BY Yite E $319;VALtNQjNEE , Z z A A IY Z 0 1 j 4 ° o a a m m U w d p w LO w a m Z Q C3 U W Q cD U ©COPYRIGHT 2010 THIS DRAV1[,ING IS THE PRO "W� FAtjT FAG, IN9. UNDER NO SHEET; CIRCUNSTANCES MAY THIS I� PR 9ll ALTERED OR USED IN ANY WAY WITHOUT WRIT yin t4T,�t�Ff{�! � N INEERING, INC. �?r•„G:k 58626 �.. f I �f AJAL�S :,;; 512 FL Registration No. /� Pro s'ional Engireeet ". .v Sign Date COPY OF THIS . 'IN'V SIGNED; A'LED AND DATED"" BY Yite E $319;VALtNQjNEE , Z z A A IY Z O 1 j CL LL C4 04 Z Z c `- O F- W i.- LL L W Z W z° J W c Q W U. U H OL^.L". I.J.. Z = U _O W 2 O u) WO Q M ��- o W f-- Qp 5 J U� LL U oui L.1.� -% z U w Q �-0 LLJ ��W W a U) 0 cc CN U 0-- (9 cD U ©COPYRIGHT 2010 THIS DRAV1[,ING IS THE PRO "W� FAtjT FAG, IN9. UNDER NO SHEET; CIRCUNSTANCES MAY THIS I� PR 9ll ALTERED OR USED IN ANY WAY WITHOUT WRIT yin t4T,�t�Ff{�! � N INEERING, INC. �?r•„G:k 58626 �.. f I �f AJAL�S :,;; 512 FL Registration No. /� Pro s'ional Engireeet ". .v Sign Date COPY OF THIS . 'IN'V SIGNED; A'LED AND DATED"" BY Yite E $319;VALtNQjNEE , Z z A A IY i�r- Lu W C4 04 Z z c `- (V i.- LL L W Z z° J W c Q U H N -5 a° o 0 W U Z ly- W Lu W Z (9 Z W J clm U cfl � ti M Z 0v Z W o QZ :E 0 c U Z o co M � cD U ©COPYRIGHT 2010 THIS DRAV1[,ING IS THE PRO "W� FAtjT FAG, IN9. UNDER NO SHEET; CIRCUNSTANCES MAY THIS I� PR 9ll ALTERED OR USED IN ANY WAY WITHOUT WRIT yin t4T,�t�Ff{�! � N INEERING, INC. �?r•„G:k 58626 �.. f I �f AJAL�S :,;; 512 FL Registration No. /� Pro s'ional Engireeet ". .v Sign Date COPY OF THIS . 'IN'V SIGNED; A'LED AND DATED"" BY Yite E $319;VALtNQjNEE SPACING OF POSTS TO BE 6 -10 FEET APART -r- 2" MIN. FILTER FABRIC MATERIAL 1 ` 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 FILTER FABRIC MATERIAL 1" x 2" Stake ATTACHING TWO SILT FENCES SECURELY FASTENED TO or Twine SIDE SIDE OF POST Filtered THE POSTS OR IF USED RUNOFF 9' MAX. THE WIRE MESH \ STORAGE HT. . 117'17 1-71 I I 1 fI 12" MIN. ba APPROXIMATELY 8 ,► INCHES OF FILTER PLACE THE END FABRIC MATERIAL POST OF THE MUST EXTEND INTO A SECOND FENCE .r_... :.-•.- TRENCH AND BE ViNARr INSIDE THE END .:.:.__ . -1-- • -I� ANCHORED WITH POST OF THE COMPACTED FIRST FENCE BACKFILL MATERIAL 0.10 :.Ili.:. :.1 :.1 :.1:. .1:.0 WOOD OR MIN. 6"THICK ROTATE BOTH POSTS STEEL POST AT LEAST 180 DEGREES IN RUNOFF _ A CLOCKWISE ^� DIRECTION TO .•.- �: � �.• �.• �.� �: �... �. �.� �.• �:� �._ • • - �.• :� � ^• �.• �.� � Wit• � CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL 10 INCHES �� \� \� \' DIRECTION OF RUNOFF WATERS (MIN) \ + + DRIVE BOTH POSTS APPROXIMATE ABOUT 10 INCHES l 4 -INCH BY 4 -INCH TRENCH ME ME_, ND IAND BURY FLAP INSTALLING A FILTER FABRIC SILT FENCE CITY INDEX NO. 607; 1 OF 3 N.T.S. PLAN VIEW NTS DIVERSION RIDGE REQUIRED GRADE EXCEEDS 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. 1. Set Stakes Max. I 4 F `°/ir 3. Staple Filter Material To Stakes And Extend It Into The Trench s 2. Excavate a 4" x 4" Trench Upscale Along The Line Of Stakes Sheet Flov (Perspec 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 CITY INDEX NO. 607; 2 OF 3 N.T.S. Straw Bales Are To Be Placed 4 Inches In The Soil. Tightly Abutting With No Gap. Staked And Backfilled Around The Entire Outside Perimeter. EXTRA STRENGTH FILTER FABRIC — NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR - WOOD POST STEEL OR WOOD POST 36" HIGH MAX. i '12' MIN. PONDING HT. FILTER FABRIC TO ATTACH SECURELY 1" x 2" Stake UPSTREAM Staked and Entrenched or Twine SIDE SIDE OF POST Filtered Compacted Soil to RUNOFF 9' MAX. (RECOMMENDED) \ STORAGE HT. . 117'17 1-71 I I 1 fI 12" MIN. ba ,► .r_... :.-•.- ViNARr .:.:.__ . -1-- • -I� -1- .1•-.1•-.x•. Me�����+� :. 0.10 :.Ili.:. :.1 :.1 :.1:. .1:.0 AGGREGATE MIN. 6"THICK ^� . � � � •._ � _S _e.• .•.- �: � �.• �.• �.� �: �... �. �.� �.• �:� �._ • • - �.• :� � ^• �.• �.� � Wit• PLAN VIEW NTS DIVERSION RIDGE REQUIRED GRADE EXCEEDS 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. 1. Set Stakes Max. I 4 F `°/ir 3. Staple Filter Material To Stakes And Extend It Into The Trench s 2. Excavate a 4" x 4" Trench Upscale Along The Line Of Stakes Sheet Flov (Perspec 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 CITY INDEX NO. 607; 2 OF 3 N.T.S. Straw Bales Are To Be Placed 4 Inches In The Soil. Tightly Abutting With No Gap. Staked And Backfilled Around The Entire Outside Perimeter. EXTRA STRENGTH FILTER FABRIC — NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR - WOOD POST STEEL OR WOOD POST 36" HIGH MAX. i '12' MIN. PONDING HT. FILTER FABRIC TO ATTACH SECURELY 1" x 2" Stake UPSTREAM Staked and Entrenched or Twine SIDE SIDE OF POST Filtered Compacted Soil to RUNOFF 9' MAX. (RECOMMENDED) \ STORAGE HT. . 117'17 1-71 I I 1 fI 12" MIN. PONDING HT. RUNOFF 4 A \ �-4" x 6" TRENCH �\ GRAVEL WITH COMPACTED \\ \� BACKFILL A 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 I1 l , ( Filtered Water . 7►i �r� ��� 1�` , Backfill. . .. �I J ll a0 0011 011 0 r 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 overland flows (not exceeding 0.5 cfs) are typical. The method shall not apply to inlets receiving 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. Properly Installed Straw Bale (Cross - Section) 1. Excavate the Trench 2. Place and Stake Straw Bales F� 4" Bales Must Be Tightly Abutting With No Gaps Angle First Stake Toward Previously Laid Bale Wedge Loose Straw 1­7_� Between Bales 3. Backfill and Compact the Excavated Soil TEMPORARY STRAWBALE SEDIMENT BARRIER CITY INDEX NO. 612; 1 OF 1 N.T.S. RECTA @iE� VtAR U 3 20'11 DEVELOPMENT & NEIGHBORHOOD SKrERViCES CI rY OF Cp EAWiJATER___j z O EL W U W w 0 Z O W W� a a C13 6 z ca d� 0 ° o a- O_ DO m z -i o 1- 1 I-•. Q 0 00 L0L� uU U LU Z Z Y O Y) UJ = a 0 O .j U. C/) W H U) 0 _J Q W U 0 0� Z Q 0 W( C0 _ 4 Q U M W Oo n000 0_ � Qo U LL z cl� O V o� U ZW3 W —Z� Z� 0J�w Iw— 0 r- J z 0 U o C� � cv U U d Ur _Z Z i A M O� Q!f ti I` W W W N N Z Z M (D t� L w N z z J Lj Q N U a° o U' w U � W W J U U M Z Qv Z "0 Z co U co Z cMO U ©COPYRIGHT 2010 THIS DRAWING IS THE PROPEi E INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS ORA ` d l,(SH j4LTERED OR USED IN ANY WAY WITHOUT WRITT v'fH,ol��,l N,W7 GiNEERING, INC. �1 1 - 1 58626 r�,B1JLI�GfZAJ LES' •' �� FL Registration No. 'lj 0 eisio/�I n 1� • •, Sign Date COPY OF THIS PLAN IS�Ol:�A TnJI$�IGNeCS, SEAtl AN0 DATED BY THE P % $ NALfFhW4ER�.' 1" x 2" Stake Binding Wire Staked and Entrenched or Twine 50 lb (approx.) Straw Bale Filtered Compacted Soil to Runoff f Prevent Piping ` Sediment Laden Runoff . 117'17 1-71 I I 1 fI Properly Installed Straw Bale (Cross - Section) 1. Excavate the Trench 2. Place and Stake Straw Bales F� 4" Bales Must Be Tightly Abutting With No Gaps Angle First Stake Toward Previously Laid Bale Wedge Loose Straw 1­7_� Between Bales 3. Backfill and Compact the Excavated Soil TEMPORARY STRAWBALE SEDIMENT BARRIER CITY INDEX NO. 612; 1 OF 1 N.T.S. RECTA @iE� VtAR U 3 20'11 DEVELOPMENT & NEIGHBORHOOD SKrERViCES CI rY OF Cp EAWiJATER___j z O EL W U W w 0 Z O W W� a a C13 6 z ca d� 0 ° o a- O_ DO m z -i o 1- 1 I-•. Q 0 00 L0L� uU U LU Z Z Y O Y) UJ = a 0 O .j U. C/) W H U) 0 _J Q W U 0 0� Z Q 0 W( C0 _ 4 Q U M W Oo n000 0_ � Qo U LL z cl� O V o� U ZW3 W —Z� Z� 0J�w Iw— 0 r- J z 0 U o C� � cv U U d Ur _Z Z i A M O� Q!f ti I` W W W N N Z Z M (D t� L w N z z J Lj Q N U a° o U' w U � W W J U U M Z Qv Z "0 Z co U co Z cMO U ©COPYRIGHT 2010 THIS DRAWING IS THE PROPEi E INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS ORA ` d l,(SH j4LTERED OR USED IN ANY WAY WITHOUT WRITT v'fH,ol��,l N,W7 GiNEERING, INC. �1 1 - 1 58626 r�,B1JLI�GfZAJ LES' •' �� FL Registration No. 'lj 0 eisio/�I n 1� • •, Sign Date COPY OF THIS PLAN IS�Ol:�A TnJI$�IGNeCS, SEAtl AN0 DATED BY THE P % $ NALfFhW4ER�.' LANDSCAPE DATA r r LANDSCAPE DESIGN STANDARDS: ' BONING LI44DR PALM TREES CAN BE USED TO SATISFY 75% OF TREE REQUIREMENTS ON BEACH, SAND KEY & ISLAND LAND USE RU / ESTATES, 25% ELSEWHERE IN THE CITY. STAGGERED CLUSTERS OF 3 PALM TREES = 1 SHADE TREE, PARCEL 12.- 29- 15- 826'4 -01 ��..0120 / 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 a COUNT AS SHADE TREES ON A 1:1 RATIO. TWO ACCENT TREES = 1 SHADE TREE; UNLESS OVERHEAD LINES �j` MG ARE UNAVOIDABLE; NO MORE THAN 25% OF REQUIRED TREES MAY BE ACCENT TREES. ' 1 X" CA - USE OF LIVE OAK (CITY TREE) IS ENCOURAGED, HOWEVER SPECIES DIVERSITY IS PREFERRED OVER '' VS• 18 'f MONOCULTURE. SHADE TREES MUST BE PLANTED A MINIMUM OF FIVE FEET FROM ANY IMPERVIOUS AREA ' T r; 12 AND AT LEAST TEN PERCENT OF THE TOTAL NUMBER OF TREES SHALL BE OF A SPECIES WHICH EXHIBITS CONSPICUOUS FLOWERING. ' DT NO ' 64 -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. NIS - LANDSCAPING FOR THE INTERIOR OF PARKING LOTS SHALL BE PROVIDED IF THE PAVED VEHICULAR USE rr ` AREA IS GREATER THAN 4,000 SQUARE FEET. - FOUNDATION PLANTINGS SHALL BE PROVIDED FOR 100 PERCENT OF A BUILDING FACADE WITH FRONTAGE �f ALONG A STREET RIGHT -OF -WAY, EXCLUDING SPACE NECESSARY FOR BUILDING INGRESS AND EGRESS, r' V1 WITHIN A MINIMUM FIVE -FOOT WIDE LANDSCAPED AREA. 2 ` 21 RI PLANTING MATERIAL PROVIDED: , i' c r 30 TOTAL TREES PROVIDED: 27 (16 SHADE, 12 ACCENT, 15 PALMS AT 3:1 RATIO) DROUGHT TOLERANT TREES: 60% r' r' ,,•�� ` FLORIDA NATIVE TREES: 60% SHADE TREES: 59% ACCENT TREES: 22 /o PALMS: 19% ° �, i p % [ d - PERIMETER BUFFER: �'` r'r o`3; VISIBILITY TRIANGLE f'\ T J �1pl Y �"04010 r' / 1 f ,f VISIBILITY TRIANGLE, 3 r fir i r� TREE REMOVAL AND REPLACEMENT TREES TO BE REMOVED SIZE SIZE NO. TOTAL (INCHES) (INCHES) (INCHES) 7 1 7 8 2 16 12 2 24 14 1 14 18 1 18 38 1 38 42 1 42 44 1 44 TOTAL: 203 TREES TO BE PLANTED SIZE NO. TOTAL (INCHES) ��� >OCti P������ (INCHES) 2.5 1,6 40 2 12 24 REMOVAL AND TREE PROTECTION INFORMATION. 3 QY W S - GRAPHIC SCALE 1 '1=20' 40 20 10 0 20 LEGEND W W d Q U �W D Q � U U O LL o Z o U U fn w � � Q •. .. ,• U 0 Z Z Y O W U_` O LU a �. TOTAL: 79 + LIVE OAK 1 r 1 II PROPOSED TREES PROVIDED: O +4 TREES: 4 (2 ACCENT, 9 P 5 ) r \�... \ I�!-�' G l �`sdud,U' K • ` * �'' r QUEEN PALM 1 1 RATIO) DATE' L0 PLANTING AREA REQUIRED: 80 F - 400 SF rr VS r n PLANTING AREA PROVIDED: ��r - �� 65 1 ��``L Hh ,* , 0 v \ �" V ♦ C� M SHRUBS REQUIRED: F / 20 SF = 20 ti1fl CHIN SIGHT VISIBfi) i i FZIA(`{t7Ll<:� \\`� \ >� MEXICAN FAN PALM M 1;1a'a.• a '• "• �\� Q v v W oQ SHRUBS PROVIDE 0 ADJACENT -1.O WAT �R, NO STRUCTURE I ''�, HP � FiP r• v v ^ SHRUB AREA REQUIRED: 50% OF PLANTING AREA OR LANDSC 1NG NIAY BE INSTALLED, ��� ZONING O v - f 0 CABBAGE PALM LL Z O SHRUB AREA PROVIDED: 50% `� 1. , `� • • \ ftl • , VS* OTHER •THA NON- OPAQUE FENCE LAND USE I`��OV y ` � � I„ I„J J � J GROUND COVER AREA PROVIDED: 50% Kr „ �. 18 15 / NOT EXt,EEDING 36 IN HEIGHT PARCEL 12- 29- 15- 59154.000 -•0042 Iv U„ SP RE 2 G • • r Q SANDANQUA VIBURNUM Q = X, 3 . , i� DT 3 V,rR OW ANISE 0 I— U U w ` F ,i.' , 14 0 F YELL Q DT ^t AREAS 3EiVvLrl4 �IkL ' � •.; .> X05 `3� 32 GN 9 V ' . .,a.. �, �'��0�0 F / , \ FIREBUSH Z w AVEMENT AND PARKING LO_ MECHANICAL EQUIPMENT � ' • 1� << — Z 0 05 � � � IRRIGATION NOTES. r BE TURFED OR RECEIVE OTHLI. , , , �P � � � Z Q f- SHALL BE SCREENED FROM. - ��o�P� ; °o .. \ Z w 1. A LOW VOLUME IRRIGATION SYSTEM, THAT PROVIDES'100% COVERAGE TO ALL PROPOSED\ I .ANDSCAPING TRFATNIENT, �� ��' • ' . "�•'a. l�y O •�' , , 0 INDIAN HAWTHORNE Q ANY PUBLIC RIGHT OF WAY J PLANTINGS, WILL BE DESIGNED AND INSTALLED BY THE CONTRACTOR. t ` 2c O��j O��J �QQ, r, �.. ` tt z0 0 2. THE PROPOSED IRRIGATION SYSTEM MUST MEET OR EXCEED ALL APPLICABLE CITY CODE AND ADJACENT PROPERTIES ' /• REQUIREMENTS. (I.E., BACK FLOW PREVE(�T10N, AUTOMATIC RAIN SHUTOFF DEVICE, ETC...) `•\ `� `` \�� ''� \ cJ�CiQ GQ` ��%� X00 1 • • • • ` I DWARF WALTER'S VIBURNUM O �. G ' T, a4\ 1VINIV�'a 3. IRRIGATION SHOP DRAWINGS MUST BF SUBMITTED AND APPROVED BY THE CITY PRIOR TO / Q �P �P' �� • , , THE COMMENCEMENT OF WORK. .:, ` OT `` . - a 0 `' !2S ri 4. IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY CITY PROJECT MANAGER \` �:; 18 1 Q 0J • • • > i BIRD OF PARADISE ' C7 M Z R TO INSTALLATION OF MULCH. DT ! 't' \ z M PRIOR i� All Wftoping mud be properly �. , . , , . / >:. . 5. IRRIGATION AS -BUILT DRAWINGS, WHICH ACCURATELY AND CLEARLY IDENTIFY ALL 32 13 "i30'R l • • , .. Y �' a— ti W MODIFICATIONS WOR SUBSTITUTIONS, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION htC1 w per approved plcn pry ` s_ ` '`ALL UTILITIES INCLUDING . • r o r� SAND CORD GRASS W W #o CO inspection ��,��`' INDIVIDUAL DISTRIBUTION '�` � `` f . ; • o� . . "' r Lu z AND ACCEPTANCE. ti ti 6. THE LANDSCAPE CONTRACTOR MUST COORDINATE THE PLACEMENT AND POWER SUPPLY 8 N ` (V (V Reirt�rec5m I" are monQafor� �? `� . � : , , , `` PN /� SWAMP LILY � .. `X. FOR THE IRRIGATION CONTROL TIMER WITH THE CITY AND THE GENERAL CONTRACTOR. �\ \ y i +• / ' — C4 N N z N HALL BE INSTALLED SI 7. THE FOLLOWING IRRIGATION SYSTEM COMPONENTS WILL BE UTILIZED, PER EACH A� f ����+�,y pC [/� � \ G `�, f, (� o I. U- W MANUFACTURERS SPECIFICATIONS. !�� I,AIV�S MNG TO BE PROTEC11D , UNDERGROUND 1 1 f , , , , , , ,' ! ,� y�12'712'R J' „ \ Z 0 J TORO - NETAFIM TECHLINE SELF CLEANING, PRESSURE - COMPENSATING EMITTER LINE FROMVEI�iC W OR PEDESTRIA4 ANY CHANGES IN SPECIES: • -' -- PPP�PP X, / �� vvvvvvv HARDIE - RAINDIAL 6 STATION OUTDOOR CONTROL TIMER SPECIFICATIONS, OR DESlG�1 ,. �` ' ' ' s ' VARIEGATED FLAX LILLY L11 0 `t RICHDALE - 214APR I" ELECTRIC VALVE T> F)C SYA MINIMUM SIX INCH - ` ` �, �•. ' ' , y y y s ,�, v vvvvvvv co U �{�► `^� MTH(YJT THE CONSENT OF TN•: � * � �. \ r ti � "s ,% • ?,� \\ vvvvvvv 16-4 L AMTEC - 10 ROUND VALVE BOX. IliGn CUA9i1�17 � !it►EE� $T PLANNING DIRECT09 RENDERS ` � ~ N s.•. r %A ~''PRQ,POSED �' "` VS N Z PLAN j4y` 11" :r�L VCIiti, ` _ - �! ` IRRIGATION'---- , 5::,4,R �� j b °rb 33 �^. y y W W y Y W Y O 7 V N WELL ,{T '� . y , ARGENTINE BAHIA SOD Q W \ 1 2 j •l• W W W 0 • s0°/12'R 1 ` I� o i- ` VS 12 `` ! sb r m 2 u IC f r 4 "O� r rte`' \ ,a a A IC �cN NO. - GENERAL'NOTES SIZE (IN) W ��� >OCti P������ 3 1. SEji CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE rT•� 0 z ' 12 CHERRY LAURE G REMOVAL AND TREE PROTECTION INFORMATION. 3 QY LAUREL OAK, - - °- N 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF o LLl ✓2r ' WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE 4 Z 3 d7•3W LIGHTNING ELECTRICAL PLAN. .y. 3 ZONING C; LAND USE CG a %:v ' m m ° ''AL 4 aC° PARCEL 12-29-15-59184-000-0040 I ARCEL i �°� If=' I9 E � V E � 4. SRE PLAN SHEET L -2 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 4!v V (UNINCORPORATED) � t-49b o 5:2.1 m 2 r� 9 m m r Ur w EAST PALATKA HOLLY Q m 1 0 W U 0 Z Z Y O W U_` O LU a �. TOTAL: 79 + LIVE OAK 1 r 1 II PROPOSED TREES PROVIDED: O +4 TREES: 4 (2 ACCENT, 9 P 5 ) r \�... \ I�!-�' G l �`sdud,U' K • ` * �'' r QUEEN PALM 1 1 RATIO) DATE' L0 PLANTING AREA REQUIRED: 80 F - 400 SF rr VS r n PLANTING AREA PROVIDED: ��r - �� 65 1 ��``L Hh ,* , 0 v \ �" V ♦ C� M SHRUBS REQUIRED: F / 20 SF = 20 ti1fl CHIN SIGHT VISIBfi) i i FZIA(`{t7Ll<:� \\`� \ >� MEXICAN FAN PALM M 1;1a'a.• a '• "• �\� Q v v W oQ SHRUBS PROVIDE 0 ADJACENT -1.O WAT �R, NO STRUCTURE I ''�, HP � FiP r• v v ^ SHRUB AREA REQUIRED: 50% OF PLANTING AREA OR LANDSC 1NG NIAY BE INSTALLED, ��� ZONING O v - f 0 CABBAGE PALM LL Z O SHRUB AREA PROVIDED: 50% `� 1. , `� • • \ ftl • , VS* OTHER •THA NON- OPAQUE FENCE LAND USE I`��OV y ` � � I„ I„J J � J GROUND COVER AREA PROVIDED: 50% Kr „ �. 18 15 / NOT EXt,EEDING 36 IN HEIGHT PARCEL 12- 29- 15- 59154.000 -•0042 Iv U„ SP RE 2 G • • r Q SANDANQUA VIBURNUM Q = X, 3 . , i� DT 3 V,rR OW ANISE 0 I— U U w ` F ,i.' , 14 0 F YELL Q DT ^t AREAS 3EiVvLrl4 �IkL ' � •.; .> X05 `3� 32 GN 9 V ' . .,a.. �, �'��0�0 F / , \ FIREBUSH Z w AVEMENT AND PARKING LO_ MECHANICAL EQUIPMENT � ' • 1� << — Z 0 05 � � � IRRIGATION NOTES. r BE TURFED OR RECEIVE OTHLI. , , , �P � � � Z Q f- SHALL BE SCREENED FROM. - ��o�P� ; °o .. \ Z w 1. A LOW VOLUME IRRIGATION SYSTEM, THAT PROVIDES'100% COVERAGE TO ALL PROPOSED\ I .ANDSCAPING TRFATNIENT, �� ��' • ' . "�•'a. l�y O •�' , , 0 INDIAN HAWTHORNE Q ANY PUBLIC RIGHT OF WAY J PLANTINGS, WILL BE DESIGNED AND INSTALLED BY THE CONTRACTOR. t ` 2c O��j O��J �QQ, r, �.. ` tt z0 0 2. THE PROPOSED IRRIGATION SYSTEM MUST MEET OR EXCEED ALL APPLICABLE CITY CODE AND ADJACENT PROPERTIES ' /• REQUIREMENTS. (I.E., BACK FLOW PREVE(�T10N, AUTOMATIC RAIN SHUTOFF DEVICE, ETC...) `•\ `� `` \�� ''� \ cJ�CiQ GQ` ��%� X00 1 • • • • ` I DWARF WALTER'S VIBURNUM O �. G ' T, a4\ 1VINIV�'a 3. IRRIGATION SHOP DRAWINGS MUST BF SUBMITTED AND APPROVED BY THE CITY PRIOR TO / Q �P �P' �� • , , THE COMMENCEMENT OF WORK. .:, ` OT `` . - a 0 `' !2S ri 4. IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY CITY PROJECT MANAGER \` �:; 18 1 Q 0J • • • > i BIRD OF PARADISE ' C7 M Z R TO INSTALLATION OF MULCH. DT ! 't' \ z M PRIOR i� All Wftoping mud be properly �. , . , , . / >:. . 5. IRRIGATION AS -BUILT DRAWINGS, WHICH ACCURATELY AND CLEARLY IDENTIFY ALL 32 13 "i30'R l • • , .. Y �' a— ti W MODIFICATIONS WOR SUBSTITUTIONS, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION htC1 w per approved plcn pry ` s_ ` '`ALL UTILITIES INCLUDING . • r o r� SAND CORD GRASS W W #o CO inspection ��,��`' INDIVIDUAL DISTRIBUTION '�` � `` f . ; • o� . . "' r Lu z AND ACCEPTANCE. ti ti 6. THE LANDSCAPE CONTRACTOR MUST COORDINATE THE PLACEMENT AND POWER SUPPLY 8 N ` (V (V Reirt�rec5m I" are monQafor� �? `� . � : , , , `` PN /� SWAMP LILY � .. `X. FOR THE IRRIGATION CONTROL TIMER WITH THE CITY AND THE GENERAL CONTRACTOR. �\ \ y i +• / ' — C4 N N z N HALL BE INSTALLED SI 7. THE FOLLOWING IRRIGATION SYSTEM COMPONENTS WILL BE UTILIZED, PER EACH A� f ����+�,y pC [/� � \ G `�, f, (� o I. U- W MANUFACTURERS SPECIFICATIONS. !�� I,AIV�S MNG TO BE PROTEC11D , UNDERGROUND 1 1 f , , , , , , ,' ! ,� y�12'712'R J' „ \ Z 0 J TORO - NETAFIM TECHLINE SELF CLEANING, PRESSURE - COMPENSATING EMITTER LINE FROMVEI�iC W OR PEDESTRIA4 ANY CHANGES IN SPECIES: • -' -- PPP�PP X, / �� vvvvvvv HARDIE - RAINDIAL 6 STATION OUTDOOR CONTROL TIMER SPECIFICATIONS, OR DESlG�1 ,. �` ' ' ' s ' VARIEGATED FLAX LILLY L11 0 `t RICHDALE - 214APR I" ELECTRIC VALVE T> F)C SYA MINIMUM SIX INCH - ` ` �, �•. ' ' , y y y s ,�, v vvvvvvv co U �{�► `^� MTH(YJT THE CONSENT OF TN•: � * � �. \ r ti � "s ,% • ?,� \\ vvvvvvv 16-4 L AMTEC - 10 ROUND VALVE BOX. IliGn CUA9i1�17 � !it►EE� $T PLANNING DIRECT09 RENDERS ` � ~ N s.•. r %A ~''PRQ,POSED �' "` VS N Z PLAN j4y` 11" :r�L VCIiti, ` _ - �! ` IRRIGATION'---- , 5::,4,R �� j b °rb 33 �^. y y W W y Y W Y O 7 V N WELL ,{T '� . y , ARGENTINE BAHIA SOD Q W \ 1 2 j •l• W W W 0 • s0°/12'R 1 ` I� o i- ` VS 12 `` ! sb r m 2 u IC f r 4 "O� r rte`' \ ,a a A IC �cN NO. - GENERAL'NOTES SIZE (IN) W ��� >OCti P������ 3 1. SEji CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE rT•� 0 z ' 12 CHERRY LAURE G REMOVAL AND TREE PROTECTION INFORMATION. 3 QY LAUREL OAK, - - °- N 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF 08b LLl ✓2r ' WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE TRI LAUREL OAK Z 3 d7•3W LIGHTNING ELECTRICAL PLAN. .y. 3 ZONING C; LAND USE CG ___,•,_ --- ti3- {3+STURBED RIGHT -OF -WAY SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING " '^ EI S ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. �� € + � �;� P � %:v ' IZ J � Cf �� � U I.! c � � � l.r L� Lr�'. ''AL 4 C3� PARCEL 12-29-15-59184-000-0040 I ARCEL i �°� If=' I9 E � V E � 4. SRE PLAN SHEET L -2 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES. 4!v V (UNINCORPORATED) � t-49b LIVE OAK 5:2.1 2 2 r� 9 5. NQ�STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A�LEVEL BETWEEN 30 INCHES ABOVE GRADE AND EIGHT FEET ABOVE GRADE WITHIN r Ur TREES TO BE REMOVED NO. RATING SIZE (IN) COMMON NAME "k3r 3 'f711r CHERRY LAURE m r- 1 C ' 1 12 CHERRY LAURE G ` 3 ft8w LAUREL OAK, - - °- N 3 08b TWIN LAUREL OAK ✓2r 3 413w- TRI LAUREL OAK � 3 d7•3W TWIN WATER OAK .y. 3 %t!m, TRI LAUREL OAK %:v ' 3. `18r LAUREL OAK ''AL 4 C3� LIVE OAK 4 4!v LIVE OAK 4 t-49b LIVE OAK 5:2.1 2 7 EAST PALATKA HOLLY 2 — 8 EAST PALATKA HOLLY (0 U \ ©COPYRIGHT 2010 THIS DRAWING IS THE PROPER � I 'I" i f gNf,INEERING, INC. UNDER NO SHEET: YfL CIRCUNSTANCES MAY THIS DRP�PJt E &'EP 0�11�C¢ ISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN C,In I FR -` �) ?OiNT ENGINEERING, INC. 58626 ; ` ULI (1 r.• 3 �� << FL Registration No. '� •• pr g Sign Date \ / COPY OF THIS P BY K I aB,E ^ ED ANO'DATt D"" THE ) [QtJT DISTANCE TRIANGLE. 0 M Z -y�OP 0 O P }� E I19 6. LA(`1DSCP,`P�VG SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE o Z V " F a0 TiFI00 Sk;�; ^�rCW�, RMWATER RUNOFF FLOW TO OR IN A DITCH, SWALE OR POND. 3 � - Q r a [ ,: ;? aGV A R7 LANDSCAPE WATYR TO BE SUPPLIED BY IRRIGATION WELL. N 0- -_-- cu 2 0 U Z o2 (0 U \ ©COPYRIGHT 2010 THIS DRAWING IS THE PROPER � I 'I" i f gNf,INEERING, INC. UNDER NO SHEET: YfL CIRCUNSTANCES MAY THIS DRP�PJt E &'EP 0�11�C¢ ISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN C,In I FR -` �) ?OiNT ENGINEERING, INC. 58626 ; ` ULI (1 r.• 3 �� << FL Registration No. '� •• pr g Sign Date \ / COPY OF THIS P BY K I aB,E ^ ED ANO'DATt D"" GENERAL LANDSCAPING NOTES 1. THE LANDSCAPE CONTRACTOR SHALL CAREFULLY REVIEW THE LANDSCAPE SPACIFICATIONS. THE WORK SHALL CONSIST OF THE FURNISHING AND INSTALLATION OF ALL PLANT MATERIALS AS SHOWN ON THE LANDSCAPE PLANS AND DETAILS. THE WORK SHALL INCLUDE, THE SUPPLYING OF ALL PLANT MATERIAL SPECIFIED, THE FURNISHING OF LABOR, EQUIPMENT, AND MATERIALS CALLED FOR, AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. FURTHER, THE WORK SHALL INCLUDE THE MAINTENANCE OF ALL PLANTS, PLANTING AREAS, AND SOD UNTIL ACCEPTANCE BY THE OWNER AND THE FULFILLING OF GUARANTEE PROVISIONS SPECIFIED HEREON. 2. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA # 1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, FLORIDA DIVISION OF PLANT INDUSTRY, AND SHALL CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI Z60.1- LATEST EDITION). 3. ALL PLANTS SHALL BE CONTAINER GROWN, UNLESS OTHERWISE NOTED. 4. ALL PALMS AND TREES SHALL HAVE STRAIGHT TRUNKS WITH NO TWISTS, KNOTTING, OR OTHER DEFFECTIVE CHARACTERISTICS. 5. ALL PLANTING BEDS AND SINGLE TREES AND PALMS SHALL BE MULCHED WITH RECYCLED HARDWOOD MULCH INSTALLED TO A MINIMUM OF 3" THICK IN ALL PLANTING AREAS. 6. SOD SHALL BE INSTALLED WITH TIGHT JOINTS, ROLLED AND FERTILIZED AT TIME OF INSTALLATION. SOD SHALL BE 95% WEED FREE. THE SOD SHALL BE TAKEN UP IN RECTANGLES PREFERABLY 12" X 24" AND SHALL BE FRESH AND UNINJURED AT THE TIME OF PLANTING. SOD SHALL HAVE A SOIL MAT OF SUFFICIENT THICKNESS ADHERING FIRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDLING. THE SOD SHALL BE SHADED AND KEPT MOIST UNTIL IT IS PLANTED. DUMPING FROM VEHICLES SHALL NOT BE PERMITTED. DAMAGED SOD WILL BE REJECTED. SOD SHALL BE LAID WITHIN 48 HOURS AFTER TIME OF HARVESTING OR SOD SHALL BE KEPT DAMP UNTIL PLANTED. SOD THAT APPEARS DISEASED, INSECT INFESTED AND /OR DISCOLORED SHALL NOT BE ACCEPTED. 7. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICT IN PLANS PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA. 8. ALL PLANT MATERIALS SHALL BE AS SPECIFIED ON THE LANDSCAPE PLAN. MATERIALS, LABOR OR INSTALLATION TECHNIQUES THAT DO NOT ADHERE TO THE SPECIFICATIONS SHALL BE REJECTED BY THE OWNER'S REPRESENTATIVE AND PROPER REPLACEMENT SHALL BE CARRIED OUT BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST. 9. SUBSTITUTIONS OF MATERIALS OR CHANGES TO THE DRAWINGS OR SPECIFICATIONS ARE STRICTLY PROHIBITED. ALL DIMENSION SHALL BE FIELD - CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. 10. ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS. 11. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL NECESSARY SITE PREPARATION FOR PLANTING AS SPECIFIED. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH DO NOT REPRESENT SUCH AN INSTALLATION. 12. ALL PROPOSED LANDSCAPE AND SOD AREAS CONTAINING WEEDS SHALL BE TREATED WITH ROUND -UP PER MANUFACTURER'S SPECIFICATIONS. 13. SOILS FOR ALL PLANT MATERIALS SHALL BE SUITABLE WITH REGARDS TO pH, SOIL TEXTURE, AND SOIL STRUCTURE. PLANTING SOIL FOR ALL PLANT MATERIALS SHALL CONSIST OF TWO (2) PARTS TOPSOIL, ONE (1) PART CLEAN SAND AND ONE (1) PART COMMERCIAL COMPOST (CONSOLIDATED RESOURCE RECOVERY SCREENED YARD MULCH FINES OR APPROVED EQUAL). PLANTING SOIL MIXTURE SAMPLE SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. NO PLANTING SHALL OCCUR UNTIL PLANTING SOIL IS APPROVED. 14. APPLY PRE - EMERGENT CHEMICAL WITH A PROPERLY CALIBRATED GRANULAR APPLICATOR AFTER INITIAL PLANTINGS HAVE BEEN COMPLETED. APPLY AT THE MANUFACTURER'S RECOMMENDED RATE PER PLANTED AREA SPECIFIED. DO NOT APPLY PRE - EMERGENT CHEMICAL DIRECTLY ON PLANT MATERIAL. i 15. ALL PLANT MATERIALS SHALL BE PLANTED WITH TERRA -SORB AG, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION FOR THE RATE OF APPLICATION. 16. NEW LANDSCAPING SHALL BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS OR OTHER SUITABLE BARRIER. 17. PROPOSED TREES SHALL NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASEMENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THE CONTRACTOR SHALL BE FULLY ACQUAINTED WITH THE RELATED PAVING, SITE GRADING, WATER SUPPLY, ELECTRICAL SUPPLY, AND OTHER UTILITIES TO PREVENT ANY MISUNDERSTANDING AND TO FACILITATE LANDSCAPE INSTALLATION. CALL THE SUNSHINE STATE ONE CALL 1 -800- 432 -4770 PRIOR TO ANY CONSTRUCTION FOR UTILITY COORDINATION. IN ADDITION, NOTIFY THE OWNER A MINIMUM OF 72 HOURS IN ADVANCE OF CONSTRUCTION TO IDENTIFY UTILITY LINE LOCATIONS. ' 18. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES AND PALMS FOR A PERIOD OF ONE (1) YEAR, ALL SHURBS AND GROUNDCOVER FOR SIX (6) MONTHS AND ALL SOD FOR 90 DAYS. GUARANTEE PERIOD SHALL BEGIN UPON FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 19. UPON NOTIFICATION BY THE OWNER OR THEIR REPRESENTATIVE, THE LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE DEFICIENCIES WITHIN 10 WORKING DAYS. 20. ALL PLANT MATERIALS AND SOD SHALL BE WATERED BY THE LANDSCAPE CONTRACTOR FROM INITIAL PLANTING TIME UNTIL FINAL ACCEPTANCE BY OWNER'S REPRESENTATIVE. 21. THE LANDSCAPE CONTRACTOR SHALL CLEANUP AND REMOVE ALL SURPLUS AND DISCARDED MATERIALS AND RUBBISH FROM CONSTRUCTION, ON A DAILY BASIS, 22. FINAL INSPECTION SHALL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED /INSTALLED CORRECTLY. THE CONTRACTOR SHALL REQUEST A FINAL INSPECTION BY OWNER'S REPRESENTATIVE IN WRITING. 23. THE LANDSCAPE CONTRACTOR SHALL BE NOTIFIED IN WRITING OF FINAL ACCEPTANCE WITHIN TEN DAYS AFTER FINAL INSPECTION OR TEN DAYS AFTER REINSPECTION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A NOTARIZED LETTER OF WARRANTY TO THE OWNER PRIOR TO FINAL ACCEPTANCEE. 24. UPON NOTICE OF FINAL ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE AND THE CONTRACTOR'S WARRANTY PERIOD BEGINS. NUISANCE TREE ERADICATION NOTES: 1. THE CONTRACTOR SHALL ERADICATE ALL NUISANCE TREE SPECIES (DEFINED AS TREE SPECIES LISTED IN THE FLORIDA EXOTIC PEST TREE COUNCIL'S LIST OF INVASIVE SPECIES - LATEST 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). CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND ERADICATING ALL NUISANCE SPECIES ON SITE. HAND REMOVAL SHALL BE REQUIRED IF NUISANCE TREE SPECIES ARE ADJACENT TO PROTECTED TREE SPECIES. SHOULD SAID REMOVAL CREATE A POTENTIAL FOR EROSION, THE AREA SHALL BE RESTABILIZED WITH SUITABLE MATERIAL. 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. IPS BEETLE PROTECTION 1. ENVIRONMENTAL MANAGEMENT RECOMMENDS THAT AN APPROVED INSECTICIDE BE APPLIED TO ALL PINES REMAINING FOR PROTECTION AGAINST THE PROMINENT IPS PINE BEETLE. THE OCCURENCE OF THIS BEETLE IS INITIATED THROUGH A PINE'S STRESSED CONDITION WHICH MAY READILY RESULT FROM VARIOUS FORMS OF GROUND DISTURBANCE. THE APPLICATION OF AN INSECTICIDE IS RECOMMENDED PRIOR TO CONSTRUCTION ACTIVITY. TREE & SHRUB PLANTING NOTES 1. ALL REQUIRED TREES SHALL BE A MINIMUM OF 12' HIGH, 3" CALIPER AT TIME OF PLANTING, UNLESS OTHERWISE INDICATED IN THE SPECIFICATIONS. 2. THE ROOT MASS OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT ACCEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES, THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 3. SUPPORTING APPARATUS SHALL BE REMOVED AFTER ONE (1) COMPLETE GROWING SEASON. FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS / STEMS TO PREVENT CAMBIAL DAMAGE. 4. PLANTING HOLES SHALL BE A MINIMUM OF 18 - 24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE, TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS SHALL BE CONSTRUCTED SUCH THAT LIM�ROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES / SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. SHRUBS AND HEDGES 1. SHRUBS SHALL BE MINIMUM 3 GALLON CONTAINER GROWN 24 INCHES IN HEIGHT, MEASURED ABOVE ADJACENT PAVEMENT SURFACES REQUIRED TO BE BUFFERED AND /OR SCREENED, AND SPACED 30 INCHES ON CENTER, UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLAN. 2. PLANTS SHALL BE 36 INCHES IN HEIGHT ONE YEAR AFTER PLANTING, AND MAINTAINED AT 36 INCHES, EXCEPT FOR VISIBILITY AT INTERSECTIONS AND WHERE PEDESTRIAN ACCESS IS PROVIDED. 3. HEDGES AS REQUIRED IN BUFFERS SHALL BE PLANTED IN ROWS AND MAINTAINED SO AS TO FORM A CONTINUOUS UNBROKEN VISUAL SCREEN WITHIN ONE YEARS TIME OF INSTALLATION EXCEPT WHERE STREET VISIBILITY IS REQUIRED BY CODE. A VISIBILITY TRIANGLE SHALL BE AT LEAST 10 FEET ALONG THE ABUTTING RIGHT -OF -WAY LINES MEASURED FROM THE POINT OF INTERSECTION. THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. GROUNDCOVER 1. GROUND COVERS SHALL BE INSTALLED IN A MANNER WHICH REPRESENTS A FINISHED APPEARANCE AND COMPLETE COVERAGE. 2. STONE, GRAVEL, OR ARTIFICIAL GROUND COVER SHALL NOT BE UTILIZED IN THE LANDSCAPE AREA. MULCH 1. A THREE (3) INCH LAYER OF RECYCLED HARWOOD MULCH SHALL BE PLACED AROUND ALL NEWLY INSTALLED TREES, SHRUBS, AND GROUND COVER PLANTINGS. 2. EACH TREE AND SHRUB SHALL HAVE A RING OF RECYCLED HARWOOD MULCH 24 INCHES BEYOND ITS TRUNK IN ALL DIRECTIONS. IN ORDER TO PREVENT FUNGAL INFECTION MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. FERTILIZATION TREES AND SHRUBS ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH "AGRIFORM" 20 -15 -5 PLANTING TABLETS AT THE TIME OF PLANTING AND PRIOR TO PIT BACKFILLING. TABLETS SHALL BEPLACED UNIFORMLY AROUND THE ROOT BALL AT A DEPTH THAT IS BETWEEN THE MIDDLE AND THE BOTTOM OF ROOT BALL. APPLICATION RATE: 1 GALLON CONTAINER: 1 -21 GRAM TABLET 3 GALLON CONTAINER: 2 -21 GRAM TABLETS 5 GALLON CONTAINER: 3 -21 GRAM TABLETS 7 GALLON CONTAINER: 4 -21 GRAM TABLETS TREES: 3 -21 GRAM TABLETS PER EACH 1/2" CALIPER OF TRUNK PALMS: 7 -21 GRAM TABLETS GROUNDCOVER AREAS ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE" TIME RELEASE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. IRRIGATION NOTES 1. PURSUANT TO SECTION 3- 1202.C.1 FROM CITY OF CLEARWATER CODE OF ORDINANCE, FOR MULTIFAMILY AND NONRESENDITAL PROPERTIES AN AUTOMATIC PERMANENT IRRIGATION SYSTEM PROVIDING COMPLETE WATER COVERAGE FOR ALL REQUIRED AND OTHER LANDSCAPING MATERIALS SHALL BE PROVIDED AND MAINTAINED AS A FULLY FUNCTIONING SYSTEM IN ORDER TO PRESERVE THE LANDSCAPING IN A HEALTHY GROWING CONDITION. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER DEMAND AREAS, SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. BAHIA SOD AREAS WILL BE NON- IRRIGATED. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM, WHEN ADEQUATE RAINFALL HAS OCCURRED. 6. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION SHALL NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT AVAILABLE. IF THE IRRIGATION SYSTEM IS CONNECTED TO A POTABLE WATER SOURCE, A BACK FLOW PREVENTER SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND ORDINANCES. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE PROPOSED IRRIGATION SYSTEM DESIGN FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. COST OF IRRIGATION SHOP DRAWINGS SHALL BE INCLUDED IN PRICE BID FOR IRRIGATION. 7. THE IRRIGATION SYSTEM SHALL HAVE PURPLE COLOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. TREES FROM 2" -3112" DIA. TREE PLANTING DETAIL NTS NG WHEN D 3" MULCH FINISH GRADE FORM SAUCER WITH 3" CONTINUOUS RIM -� "� IIIIIIIIiIIV .III -T =1 I '•: �; SPECIFIED PLANTING MIX WATER & TAMP TO LISTING SUBSOIL REMOVE AIR POCKETS I IT RED BACKFILL 2 X BALL DIA. TYPICAL PALM TREE PLANTING NTS NO WORK IN THIS 2" DIA. TREATED TIMBER STAKES DRIVEN FIRMLY A MINIMUM OF 18' INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 3mm GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 -9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES MULTI -TRUNK TREE STAKING NTS � cr 1<� EXISTING GRADE VARIES TREE ROOTS NOTES: 1. SLOPE FROM TREE BARRICADE TO BACK OF CURB OR PAVING AT 3:1 MAX. 2. ROOT PRUNING-MAY BE PERFORMED BY MACHINERY DESIGNED SPECIFICALLY FOR TRENCH ROOT PRUNING. 3.ROOT PRUNING AND TREE TRIMMING SHALL BE PERFORMED BY AN INTERNATIONAL SOCIETY OF ARBORICULTURE CERTIFIED ARBORIST. SHRUB PLANTING DETAIL NTS TREE BARRICADEIEROSION CONTROL/ROOT PRUNING LIMITS. LOCATE PER PLANS. ROOT PRUNING DETAIL NTS 4d HUUKS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 =4770 EXISTING GROUND /GRADE 14" U) z 0 Lu tY CIGAR CUT PALM BUD AND FRONDS PALM FROND BOOTS TO REMAIN INTACT (3) 2" x 4" WOOD CLEAT x (3) 2" X 4" WOOD BRACE (Wire to tree) 00 3 " -4" SOIL SAUCER 3" MULCH LAYER (3) 2- X 4' X 30' WOOD STAKE EXISTING SOIL _ III PREPARED BACKFILL (See Note # 13) II - =1 SET ROOTBALL ON UNDISTURBED SOIL. EXIT MIN. 36" ROOTBALL DIAMETER. NOTE: ALL TREE STAKES AND SUPPORT WIRES 0 WILL BE REMOVED AFTER 1 COMPLETE m GROWING SEASON. TYPICAL PALM TREE PLANTING NTS NO WORK IN THIS 2" DIA. TREATED TIMBER STAKES DRIVEN FIRMLY A MINIMUM OF 18' INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 3mm GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 -9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES MULTI -TRUNK TREE STAKING NTS � cr 1<� EXISTING GRADE VARIES TREE ROOTS NOTES: 1. SLOPE FROM TREE BARRICADE TO BACK OF CURB OR PAVING AT 3:1 MAX. 2. ROOT PRUNING-MAY BE PERFORMED BY MACHINERY DESIGNED SPECIFICALLY FOR TRENCH ROOT PRUNING. 3.ROOT PRUNING AND TREE TRIMMING SHALL BE PERFORMED BY AN INTERNATIONAL SOCIETY OF ARBORICULTURE CERTIFIED ARBORIST. SHRUB PLANTING DETAIL NTS TREE BARRICADEIEROSION CONTROL/ROOT PRUNING LIMITS. LOCATE PER PLANS. ROOT PRUNING DETAIL NTS 4d HUUKS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 =4770 EXISTING GROUND /GRADE 14" U) z 0 Lu tY 0 1..1.. O H U) w LL V J >J O Q � U w 0 0 V) w Lo W (0 �-'-- Q M O woo Z zOf w o LL Q w U U o� p _z w� Z UJI Z v d' o f of U O. L7 � � z _ M� Z .�_ A A � ti N W W,. W W N N Z z cl) ~ L W N Z z° J W o Q N 0 _ Y a o x 0 Z_ W HAND EXCAVATED ROOT W Z PRUNING TRENCH. SEVER ROOTS CLEANLY AND TREAT 0 WITH FUNGICIDE, BACKFILL WITH Z APPROVED SOIL MIX. W J HAND PRUNE V DIAMETER ROOTS AND LARGER TO LIMIT OF CUT. SEVERE ROOTS WIT RPr }p , nn� �D r� r,1 V CUTTING TOOL - NOt� LICIKaIJ� IJ L.aIli_,C� JAGGED ENDS PERMI TES f r E V E M C7 z ' r "< 0 O Z g u- DEVFL_0PN,11 I -1NlT 3, 0 ca o P4EIGHB011 "01" aEr"foCIF"SI cu o � ©COPYRIGHT 2010 THIS DRAWING IS THE PROPERTy_OF H�q P�I�I Fi¢;INEEMNG, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRP_1 llV REP § Eta(P X1.1 HED, ALTERED OR USED IN ANY WAY WITHOUT WRIT T,Y Jllf QRjJ�1j0�F�30� ii ?DINT ENGINEERING, INC. �p r ti L 2 58626 •s �� FL Registration No. , • • Profe I En' i : Sign Date ' r • D AND DATED COPY OF THIS PLAN j3 }NC� 611`1LID•JQAA SS t- " BY TW�PROF�9SIQ _ L_ ;)j o 4 o 0 m m U U ti a 0- m m ca z w m m U Lu m > Z Lu 9 LU � Dom.. � U Q 0 1..1.. O H U) w LL V J >J O Q � U w 0 0 V) w Lo W (0 �-'-- Q M O woo Z zOf w o LL Q w U U o� p _z w� Z UJI Z v d' o f of U O. L7 � � z _ M� Z .�_ A A � ti N W W,. W W N N Z z cl) ~ L W N Z z° J W o Q N 0 _ Y a o x 0 Z_ W HAND EXCAVATED ROOT W Z PRUNING TRENCH. SEVER ROOTS CLEANLY AND TREAT 0 WITH FUNGICIDE, BACKFILL WITH Z APPROVED SOIL MIX. W J HAND PRUNE V DIAMETER ROOTS AND LARGER TO LIMIT OF CUT. SEVERE ROOTS WIT RPr }p , nn� �D r� r,1 V CUTTING TOOL - NOt� LICIKaIJ� IJ L.aIli_,C� JAGGED ENDS PERMI TES f r E V E M C7 z ' r "< 0 O Z g u- DEVFL_0PN,11 I -1NlT 3, 0 ca o P4EIGHB011 "01" aEr"foCIF"SI cu o � ©COPYRIGHT 2010 THIS DRAWING IS THE PROPERTy_OF H�q P�I�I Fi¢;INEEMNG, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRP_1 llV REP § Eta(P X1.1 HED, ALTERED OR USED IN ANY WAY WITHOUT WRIT T,Y Jllf QRjJ�1j0�F�30� ii ?DINT ENGINEERING, INC. �p r ti L 2 58626 •s �� FL Registration No. , • • Profe I En' i : Sign Date ' r • D AND DATED COPY OF THIS PLAN j3 }NC� 611`1LID•JQAA SS t- " BY TW�PROF�9SIQ _ L_ ;)j / / ON SITE TBM SET NAIL & TIN ELEV.= 73.87' N.A.V.D. 1988 / o/ V.= 71.37' {`O Q • \ / (18" RCP M.E.S.) INV.= 6" RCP) 4 r, o 10 5 POINT "B" O INV.= 70.75' i N.E. CORNER (18" RCP M.E.S. �ppL5 %84 OUTFALL CONTROL STRUCTURE ON SITE TBM TOP EL.= 13.44' SET NAIL & TIN TOP OF SKIMMER EL.= 72.62' / Q BOTTOM OF SKIMMER EL.= 71.62' ELEV.= 73.83' N.A.V.D. 1988 O _ Q. Q WEIR INV. EL.- 71.94' (0.70' WIDE) , S GN O O N.W. INV. EL.- 71.69' (6" RCP) x o ti k J x !1 x I x 12 TR, /20 R �x x •Ei 3 . o 2 GRATE INLET / TOP EL.- 73.34' G P 1 N.E. INV. EL.= 70.89' (18" RC Cj� � � '�� / I S.W. INV. EL= 71.09' (', P) /7R (( / .NSF, `L FOP 5/8' l� �� `L 3 PC O °�-N. \ P.O.B. N.W. R OF LOT 4 19 1 POINT "A" FIR 1/2' ti V '9 / If TWIN /12'R <1 00 •'S5c -� / S• QO Q 27 TREEINVENTORY NO, SIZE SPECIE RATING COMMENTS Quercu5 virglnlana (INCHES) • QI Quercu5laurifolia 1 14 TRI LAUREL OAK 3 CO- DOMINATED, INCLUSIONS, EPICORMIC GROWTH 2 12 TRI LAUREL OAK 3 CO- DOMINATED, INCLUSIONS, EPICORMIC GROWTH 3 7 CHERRY LAUREL 3 SLIGHT LEAN, CANOPY CROWDED 4' 8 TWIN LAUREL OAK 3 CROWDED, CHLOROTIC, LEANING, DEAD -WOOD 5 44 LIVE OAK 4 CO- DOMINATED, INCLUSIONS, METAL HOOK IN TREE 6 42 LIVE OAK 4 CO- DOMINATED, INCLUSIONS, POSSIBLE LIGHTNING STRIKE 7 12 TWIN WATER OAK 3 CO- DOMINATED, INCLUSIONS, DEAD -WOOD, POOR STRUCTURE 8 18 LAUREL OAK 3 MECHANICAL INJURY TO ROOTS, EPICORMIC GROWTH 9 8 LAUREL OAK 3 MECHANICAL INJURY TO ROOTS, CO- DOMINATED, SLIGHT LEAN 10 ,12 LAUREL OAK 3 POOR PURNING, POOR STRUCTURE, VINES CROWDED 11 24 TWIN LIVE OAK 3 LEANING, CO- DOMINATED, CROWDED, EPICORMIC GROWTH 12 28 LIVEOAK 3 POOR PRUNING, VINES, EPICORMIC GROTH, DEAD -WOOD 13 12 LIVE OAK 3 POOR PURNING, EPICORMIC GROWTH, LEANING, CROWDED 14 6 POND CYPRES 5 U 15 5 POND CYPRES 5 16 10 LIVE OAK 4 DEAD -WOOD, INCLUSIONS 17 5 POND CYPRES 5 pp0--, 18 14 TWIN LIVE OAK 3 CO- DOMINATED, INCLUSIONS 19 24 SLASH PINE 3 CROWDED, VINES 20 18 LIVE OAK 3 CO- DOMINATED, INCLUSIONS, CROWDED 21 • ' 38 LIVE OAK 4 CO- DOMINATED, INCLUSIONS, EPICORMIC GROWTH 22 4 CHERRY LAUREL 3 LEANING, CROWDED 23 18 LAUREL OAK 4 CO- DOMINATED, INCLUSIONS, VINES, DEAD -WOOD 24 7 PALATKA HOLLY 2 POOR STRUCTURE, POOR PRUNING, EPICORM GROWTH 25 4 LAUREL OAK 3 CROWDED,VINES 26 8 PALATKA HOLLY 2 POOR PURNING, POOR STRUCTURE, DEC", POTENTIAL HAZARD 27 12 CHERRY LAUREL 1 MASSIVE DECAY, TRUNK SPLITTING, OPEN WEEPING LESIONS 26 ha `�� �1�0 �A \ 4 °s�� " 3 \ \� 0 OO 5 QV 44'/30R I 25 Q/ A PORTION 4•/B R ` � ® P s � s O _ OF LOT 4 j °o. an 3 LOT. 5 PARCEL NO. / 7 PARCEL NO. 2 �,c 12 29 -15 -59184 -000— 41 12- 29 -15- 59184 - 000 -0053 it T1MN 112'R \ 3 A P O R TI 4 N 18• /18'R x x x �x x LARGE ROCK Q/ 4 / x �xox x GE OF LOT 4 23 Ql / �,,°P % x x! xl x x 4P•/40 R \ __ Q/ \ (NOT INCLUDED) \ \ ,�1 /' �F x x`x x 4 4 I / 9 3 PARCEL NO. ()O QV 21 QV 6 ao �, / Ata• tWm /14'R 18 12- 29- 15- 59184- 000 -0042 \QOM �Q \ / 4•/11 R 38 /30'R RETENTION 18• � I/18' — AREA 8'/12'R \ OF 3 PG � ��F � / \ � 3 Q/ 1270 R \ G QV 3 QV SIR 11 \ 12 24' TWIN /30'R I 3 �1 QV � \ G I 2x•/25 2�1 I 20 C' x x On x x x �o� 1 19 Pe A xxxxxx /x 8• TWIN /12'R \ x x x x x x 1Q \ x x x x x x x jx x 3 Brazilian Pepper 8• TRI /13'R A x x x x x \ 1 x z x &k a x I `\ 12•/12'R Q 13 o x ,, V x x x Brazilian Pepper x x k X x X / x x x x x x „• LOT 3 �s \\ ,�� xXx;� --- Ox x x /x x x x / -� _ x x x 5• /4'R 8•%_ Ta 5 x x 14 10'/12'R \FIR 1/2' r_ . �0,5g`L A PORTION OF LOT 4 (NOT INCLUDED) PARCEL NO. 12- 29 -15- 59184- 000 -0040 s 'v ss 0 N89'25'27 "W 249.44'R I n n n n n LJ 0 20 40 60 GRAPHIC SCALE 1 inch = 20 ft. Tree Inventory Legend �� 5`) "o �< tia��Ga X00 ��00 oo • Qv Quercu5 virglnlana Live Oak • QI Quercu5laurifolia Laurel Oak • Qn Quercu5 nigra Water Oak A Ixa Ilex attenuata 'East Palatka' East Palatka Holly A Ta Taxodium a5cenden5 Pond Cypre55 A Pc Prunu5 caroliniana Cherry Laurel A Pe Pinu5 elliotttt 51a5h Pine TREE INVENTORY DETAIL TREE ADDED /CHANGED 'FROM SURVEY TREE CANOPY/ CRZ* TREE DBH 8 TREE SYMBOL TREE BOTANICAL ABBR. —TREE INVENTORY Sp 3 RATING —TREE_ INVENTORY NUMBER *Critical Root Zone (Trunk formula) 2 X DBH = Diameter CRZ (in feet) CRZ /Canopy for palms (on site) referenced at i U E DEVELOP&IENT fJE'GH00Rj'j00D SErjt1jCEs I � Czl f Y Ou" C' _ nE_VATER i Tree Inventory BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727 -521 - -1684, FAX: 727 - 527 -7422, E— MAIL: BDG1 @TAMPABAY.RR.COM DRAWN BY: RON BELKO CERTIFIED ARBORIST # FL -5802A ISA MUNICIPAL SPECIALIST: FL -5802M CHECKED BY: CHUCK BUTLER CERTIFIED ARBORIST # FL -1235A Z c 0 � w w � a m 0 Z 0 0� 0 1 LL F_ W 3: LL 0 Z U Z J Q a. w cfl >- Q M W 00 Z Q 0 W 2 `I U� Z U ow W Z W3: W —' Z Q � J z w J oI— �UNU U a M , Z Z ti W LlJ , 04 04 Z n Z M "" U C7 6 w W r Q o U H �� 1� 0 Z olf O Q U a � o Q) V U � W Z Z J U M Z Z ui o Z Y co 1C) U ro Z o � cMO U J SHEET: U 6 o o o a ° m m ° a m m no z w Lu m Z z U-11 � U 0 O Ix o w ILIJ d U pp0--, N 0 0 a 0 0� 0 1 LL F_ W 3: LL 0 Z U Z J Q a. w cfl >- Q M W 00 Z Q 0 W 2 `I U� Z U ow W Z W3: W —' Z Q � J z w J oI— �UNU U a M , Z Z ti W LlJ , 04 04 Z n Z M "" U C7 6 w W r Q o U H �� 1� 0 Z olf O Q U a � o Q) V U � W Z Z J U M Z Z ui o Z Y co 1C) U ro Z o � cMO U J SHEET: Fr !' F' f• !' J ! % r% ! ! ! / ! ! ! ! !% NO ! % t✓ J. ! r� r 75 f / 5.z J 1 NN 75.40 ! 75,90\ /f %'�'. , �.� . `<, tom• !/ ! !! HABITAT MANAGEMENT AND !f' LANDSCAPING PERMITS: '! 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS,/ EQUiRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY 0 ,F!'THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTEDfTb THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. ' b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHiNUS TEREBIN- THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERU'M) MUST BE REMOVED AS A CONDITION OF ! SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. f! SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED; A BARRIpADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEO�ED. TREE PROTECTION AND PRESERVATION: TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND /OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSIOI\1 CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. I \ 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPRQVEMENTS (i.e. BU'.LDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE\, CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF', PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. \ HARDWOODS DRIP LINE Z ih ; ,r f f 1 `, i IN !' %! 1. `\ `'' �\ \\ % NN J s �• x ,; NORTH ' \`\ \ \ \ 0 20 40 60 feet j \\\ 73.50 \73.66 \N, N \ \ SCALE: 1" = 20' 5. - ,a \ 74` 0 X `. \ ypp is ` \\ \ NN p0 NN t 74 OW r `\ _..... ........_. __._ __._. _...... rt� +lN',�``. \ \ \. PRUNE TO 11' (VEHICLE CLEARANCE)' x USE ISA A -300 STANDARDS ' i +✓ "..... + .,, 75.95 ! < .................:.......................... ...:.................. .............................. ................ ..... .........: TO AVOID FRACTURING ROOTS OF - .......... �....��` TREES TO REMAIN COMPACT SOIL \ _ A BY USING SMALL EQUIPMENT. - \ ............... . ... ..... . ............ 1� ` W,A,N.E. 3000 SYSTEM �f=' \, RETAINING WALL WITH POST - -" AND LINTEL CONSTRUCTION BENEATH CANOPY OF 18" LAUREL OAK \ ; ...................................................................................................... ............................... \ \\ RETAINING WALL WITH POST x AND LINTEL CONSTRUCTION BENEATH ' �F> CANOPY OF 4" CHERRY LAUREL \\ ................................. .... ................ .......... ...... ......... ............................... RETAINING WALL WITH POST AND \ PINES \ DRIP LINE SPECIFICATIONS - WOOD BARRIER 1, MINIMUM RADIUS TO BE PROTECTED A. HARDWOODS - 2/3 DRiPL NE 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 SHALL BE ERECTED AROUND YELL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS, N, 5, UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED\IN GROUND AND 3 FEET ABOVE GROUND ARRIERS r� 6 CONS RUC IONRANDI HEAVY PLACE EQUIPMENT IS OUT OF i AREA, \ FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND ?z\ RESOURCE SPECIALIST AT 562 -4741, \ .«`'` �. \� \ \ ENTIRE DRIP LINE li UPRIGHT z � \' Zh �I HORIZONTAL / z ! TREE BARRICADES ' / CITY OF CLEARWATER INDEX No 909 SHEET 1 of I ! Rev. 4/09/03 N,TS, ! -1 I UPRIGHT LINTEL CONSTRUCTION BENEATH CANOPY I, \ \. OF 18" LIVE OAK AND 24" SLASH PINE ............ ...................... ............... ............. ............. .. ........................ .................... ......._......... ........ ..... . % \ \ \ 7 0 \ 7 c\ \\ x ?` \ v,� \ TREE PRESERVATION LEGEND W A N,E SYSTEM TREE BARRICADES TREE ROOT PRUNE TREE CANOPY ELEVATION (BUILDING CLEARANCE) TREE CANOPY ELEVATION 11' (VEHICLE CLEARANCE) P❑ST� AND LINTEL RETAINING WALL \ \ 75. .100 7`' *TREE P ESERVATION MEASURES SHALL BE SUPERVISED h BY AN.\ISA CERTIFIED ARBORIST. X>�F ALL CONSTRUCTION ACTIVITY INSIDE TREE PRESERVATION 75.50 7610 �'� ;. BARRICADES SHALL BE SUPERVISED BY AN ISA CERTIFIED ter' �'� ARBORIST. ' 76.00 \` � ' yl • 6.00 k 00 75;80 x G v PRUNE TO CLEAR BUILDING USE ISA A 300 STANDARDS ,. .., . • ' .: _ : of ,.F i. , ' _ _. \ ........................................ - ............................. ........... ..................... .. ................................................................ ...\ `\ 1 ROOT PRUNE AT PROPOSED BUILDING FOOTER `.� a PRUNE TO CLEAR BUILDING ' 1,04 ` USE ISA A -300 STANDARDS. ......... .......... ..... ............ it r, .A �t5 "'f4`i;z \ \ ! %! \c, \ \ \ \\ LEGEND ! EXISTING .......................................... ............................... .............................................. ................... ..._.. PROPERTY LINE !` r PRUNE AT PROPOSED BUILDIN6,FOOT ER ............... EXISTING WATER F W MA I N PROPOSED WM WATER MAIN �\ EXISTING SANITARY `! \���\�����\\\\\��o��\�mm- E X. 5 ,A N SEWER LINE \\ PROPOSED \ SAN SANITARY SEWER LINE PROPOSD ST \���0� \ \�� \ \� SEWER LINE STORM �1 I QS r JU 6-� L=3 J V ED DEVELOPMEPIT & NEIGHBORHOOD SEn'/ICES CITY OF C!. �,+.,� gWATER ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988. BUTLER DESIGN GROUP, INC 4203 46TH AVE. N. ST. PETERSBURG, FL. 33714 PH 727 -521 -1664, FAX: 727- 527 -7422, E- MAIL:BDGIOTAMPABAYAR.COM '\ DRAWN BY: RON BELKO N', CERTIFIED ARBORIST # FL -5802A ISA MUNICIPAL SPECIALIST: FL -5802M CHECKED BY: CHUCK BUTLER \\ CERTIFIED ARBORIST # FL -1235A z O I... (Y U 0 W 0 <n z 0 co U-11 W H 0 0� 0 1 LL VJ W 3 LL 0 Z ..E U Ll. 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