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2006 - Lot 1 Site Plans
V C v N MADISON O 0 to i 7 =) U � O_ TPriOR 3 J U O 0 WE U) ROfORLi S . JOHN- (O I Q iLCHw3 NACNUA E m � � o OI.E RUmm n*LER U 0 Q< LEVE f�tL X 0 0 y Y MOLUSIA C 0 L CRRUS ETCANB SANTA ROSA NOLNES JACKSON O J " W OKALOOSA WALTON WASHINGTON CADSOEN T � n O 1 BAY LEON Ck"OUN RASCO v C: 0 C UBERIY WAKULLA 0 U Po, r,. m w ' y a, NAiUTI' , OKEEGHOBEE GULF fRANIgw T ST- LUCIE v a ARASOTA OE SOTO Q 4 MARTIN to O a CHARLOTTE tvDEs - ESTATES RALM EEACH 3 J 0 w Q 500 S. FLORIDA AVENUE, SUITE 700 BROWARO S LAKELAND, FL 33807 0- w Q PHONE: (863) 647-1581 1 ON. Y Y FAX: (863) 647-3992 , o N a7 o � PROJECT=m J U 's U t N LANDSCAPE ARCHITECT _ U N KIMLEY–HORN AND ASSOCIATES, INC. C E SITE N VERO BEACH, FL 32960 W o - FAX: (772) 562-9689 W CONTACT: DAVID WOODWARD .V N c CN ENGINEER tn KIMLEY–HORN AND ASSOCIATES, INC. > 601 21st STREET, SUITE 300 ON VERO BEACH, FL 32960 v ON i Li o I W L13 i q) SURVEYOR I WILLIAM MOTT LAND SURVEYING, INC. 3 T MELBOURNE, FL 32935 Ln I � PHONE: (321) 751-4444 Z C. R. 512 o Y � i Qa it N 9 BUILDING MANUFACTURER 0 SHARK C 3 P.O. BOX 27 � MART OCOEE, FL 34761-0027 \ LID aC 0 CONTACT: BUSTER OWENS Q C: E 0) c 0 o v VERS U N - ° LAKE ESTATES Ix C') ~ .VICINITY MAP NOT TO SCALE LIST OF v N MADISON O 0 \ 7 =) U � SUWANNEE COLL, TPriOR 3 J LIMON CLAY VFAYkTE 0 WE U) ROfORLi S . JOHN- (O S. �Co OS iLCHw3 NACNUA E m � � o OI.E RUmm n*LER U 0 Q< LEVE f�tL X W y Y MOLUSIA C 0 Z 0—C) Co Z CRRUS v 45 _, SVNTER 4�L+wIXE a J " W LAKE 7 N J Y W N HERNANOO n O 1 @finNGE O RASCO v C: 0 C NIUSBOROWN OSCEOLA 0 U Po, r,. m w � a, NAiUTI' , OKEEGHOBEE v. NIGt1LV10$ ST- LUCIE v a ARASOTA OE SOTO Q 4 MARTIN to O a CHARLOTTE tvDEs - DEVELOPER RALM EEACH 3 CRF PANTHER Ii, LLC w Q 500 S. FLORIDA AVENUE, SUITE 700 BROWARO LAKELAND, FL 33807 0- w Q PHONE: (863) 647-1581 1 ON. Y Y FAX: (863) 647-3992 , o N CONTACT: WILLIAM REYNOLDS, JR. () 0m ¢ w O Q J U 's U a LANDSCAPE ARCHITECT U w U N KIMLEY–HORN AND ASSOCIATES, INC. a Co E 601 21st STREET, SUITE 300 N VERO BEACH, FL 32960 PHONE: (772) 562-7981 o - FAX: (772) 562-9689 CONTACT: DAVID WOODWARD N c CN ENGINEER tn KIMLEY–HORN AND ASSOCIATES, INC. > 601 21st STREET, SUITE 300 v VERO BEACH, FL 32960 PHONE: (772) 562-7981 FAX: (772) 562-9689 Li N CONTACT. JARED C. HOCKENBERRY, P.E. 0 L13 i q) SURVEYOR I WILLIAM MOTT LAND SURVEYING, INC. 3716 N. WICKHAM RD, SUITE 3 CL MELBOURNE, FL 32935 Ln S, PHONE: (321) 751-4444 Z FAX: (321) 751-4445 o CONTACT: JOHN M. MOTT, P.L.S. Qa it N 0 BUILDING MANUFACTURER 0 RABCO 3 P.O. BOX 27 OCOEE, FL 34761-0027 PHONE: (407) 877-0220 ° CONTACT: BUSTER OWENS Q C: E 0) c 0 o v � o N - C') ~ .VICINITY MAP NOT TO SCALE LIST OF 1 t i "O N TA CTS = STORMWATER ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PALM BAY SERVICE CENTER 525 COMMUNITY COLLEGE PARKWAY S.E. PALM BAY, FL 32909 PHONE: (321) 676-6631 FAX: (321) 722-5357 CONTACT. -MARK CROSBY CITY OF SEBASTIAN STORMWATER DIVISION 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5490 FAX: (772) 589-5570 CONTACT: KEN JONES ENGINEERING CITY OF SEBASTIAN ENGINEERING DEPTARTMENT 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5490 FAX: (772) 589-5570 CONTACT: DAVE FISHER WATER AND SEWER FLORIDA DEPARTMENT OF ENMRONMENT PROTECTION 3319 MAGUIRE BOULEVARD, SUITE 232 ORLANDO, FL 32803-3767 PHONE: (407) 893-3989 FAX: (407) 897-2966 CONTACT: DENNISE JUDY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES 1840 25TH STREET VERO BEACH, FL 32960 PHONE: (772) 567-8000 EXT. 1823 FAX: (772) 770-5143 CONTACT: GORDON SPARKS, P.E. PLANNING CITY OF SEBASTIAN GROWTH MANAGEMENT DEPARTMENT 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5518 FAX: (772) 589-5570 CONTACT: DORRI BOSWORTH FIRE PREVENTION INDIAN RIVER COUNTY FIRE PREVENTION 1500 OLD DIXIE HIGHWAY VERO BEACH, FL 32960 PHONE: (772) 770-5121 X3807 FAX: (772) 770-5117 CONTACT: DARCI KREINBRING ELECTRIC FLORIDA POWER AND LIGHT 3301 ORANGE AVENUE FT. PIERCE 34947 PHONE: (772)489-6204 FAX: (772) 489-6266 CONTACT: DENNIS G. PAGANO CABLE COMCAST 940 12TH STREET VERO BEACH, FL 32960 PHONE: (772) 567-3473 FAX: (772) 567-1142 CONTACT: CRAIG BOWERS TELEPHONE BELLSOUTH 3300 OKEECHOBEE BOULEVARD FT. PIERCE, FL 34947 PHONE: (772) 460-4455 FAX: (772) 466-5651 CONTACT: KIRK WALKER S = 3AST A V C BOSS NGS CO VI \A _ 9C A _ SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA 32958 LOT 1 SITE PLANS SEC. 22, TWP. 31 S, RNG. 38 E PREPARED BY: imley -Horn and Anc, © ?001, Kimley—Horn and Associates, Inc. PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL CITY OF SEBASTIAN CONDITIONAL USE PERMIT INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT INDIAN RIVER COUNTY CONCURRENCY APPROVAL INDIAN RIVER COUNTY UTILITY PERMIT SJRWMD STANDARD GENERAL ENVIRONMENTAL RESOURCE PERMIT FDEP NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER t V CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 Sunshine State One Call of Florida, Inc or SHEET INDEX C1 COVER SHEET C2 LOT 1 SITE PLAN C3 LOT 1 FLOOR PLAN C4 LOT 1 GRADING AND DRAINAGE PLAN C5 LOT 1 EROSION CONTROL PLAN C6 LOT 1 UTILITY PLAN P7 IRCDUS STANDARD WATER AND SEWER DETAILS P8 IRCDUS STANDARD MISCELLANEOUS UTILITY DETAILS C9 LOT 1 LANDSCAPE PLAN P10 LANDSCAPE DETAILS GENERAL NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT—OF—WAY SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT THE ENGINEER FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED OR SPECIFIED ON THESE PLANS. WETLANDS NOTICE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. FLOOD ZONE: THE PROPOSED PROJECT IS LOCATED IN ZONE X AND A AS PER THE FEMA PANEL No. 12061CO078 E, DATED MAY 4, 1989. BASE FLOOD ELEVATION FOR ZONE A ESTABLISHED AT 17.2 FT. NGVD PER DHS—FEMA CONDITIONAL LETTER OF MAP REVISION BASED ON FILL CASE NUMBER 05-04-4801C, DATED NOVEMBER 29, 2005. ICE) Ld Q 0 NAssAu - HANILroN MADISON 6 � BAKER DUVAL =) U � SUWANNEE COLL, TPriOR Z N O) J LIMON CLAY VFAYkTE U) ROfORLi S . JOHN- (O S. �Co OS iLCHw3 NACNUA _ � m � � o OI.E RUmm n*LER op Q< LEVE f�tL X W "� 0 Y MOLUSIA 2 Z 0—C) Co Z CRRUS 0 o 45 _, SVNTER 4�L+wIXE ��-0 J " W LAKE 7 N J Y W N HERNANOO U @finNGE O RASCO W C NIUSBOROWN OSCEOLA BaEv U Po, w m w � wouN RVE NAiUTI' , OKEEGHOBEE NIGt1LV10$ ST- LUCIE N ARASOTA OE SOTO Q o MARTIN CHARLOTTE tvDEs z CJ � LEE NENORY RALM EEACH 0 W w Q BROWARO coLLItR 0- w Q _ 1 ON. 1 t i "O N TA CTS = STORMWATER ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PALM BAY SERVICE CENTER 525 COMMUNITY COLLEGE PARKWAY S.E. PALM BAY, FL 32909 PHONE: (321) 676-6631 FAX: (321) 722-5357 CONTACT. -MARK CROSBY CITY OF SEBASTIAN STORMWATER DIVISION 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5490 FAX: (772) 589-5570 CONTACT: KEN JONES ENGINEERING CITY OF SEBASTIAN ENGINEERING DEPTARTMENT 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5490 FAX: (772) 589-5570 CONTACT: DAVE FISHER WATER AND SEWER FLORIDA DEPARTMENT OF ENMRONMENT PROTECTION 3319 MAGUIRE BOULEVARD, SUITE 232 ORLANDO, FL 32803-3767 PHONE: (407) 893-3989 FAX: (407) 897-2966 CONTACT: DENNISE JUDY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES 1840 25TH STREET VERO BEACH, FL 32960 PHONE: (772) 567-8000 EXT. 1823 FAX: (772) 770-5143 CONTACT: GORDON SPARKS, P.E. PLANNING CITY OF SEBASTIAN GROWTH MANAGEMENT DEPARTMENT 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5518 FAX: (772) 589-5570 CONTACT: DORRI BOSWORTH FIRE PREVENTION INDIAN RIVER COUNTY FIRE PREVENTION 1500 OLD DIXIE HIGHWAY VERO BEACH, FL 32960 PHONE: (772) 770-5121 X3807 FAX: (772) 770-5117 CONTACT: DARCI KREINBRING ELECTRIC FLORIDA POWER AND LIGHT 3301 ORANGE AVENUE FT. PIERCE 34947 PHONE: (772)489-6204 FAX: (772) 489-6266 CONTACT: DENNIS G. PAGANO CABLE COMCAST 940 12TH STREET VERO BEACH, FL 32960 PHONE: (772) 567-3473 FAX: (772) 567-1142 CONTACT: CRAIG BOWERS TELEPHONE BELLSOUTH 3300 OKEECHOBEE BOULEVARD FT. PIERCE, FL 34947 PHONE: (772) 460-4455 FAX: (772) 466-5651 CONTACT: KIRK WALKER S = 3AST A V C BOSS NGS CO VI \A _ 9C A _ SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA 32958 LOT 1 SITE PLANS SEC. 22, TWP. 31 S, RNG. 38 E PREPARED BY: imley -Horn and Anc, © ?001, Kimley—Horn and Associates, Inc. PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL CITY OF SEBASTIAN CONDITIONAL USE PERMIT INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT INDIAN RIVER COUNTY CONCURRENCY APPROVAL INDIAN RIVER COUNTY UTILITY PERMIT SJRWMD STANDARD GENERAL ENVIRONMENTAL RESOURCE PERMIT FDEP NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER t V CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 Sunshine State One Call of Florida, Inc or SHEET INDEX C1 COVER SHEET C2 LOT 1 SITE PLAN C3 LOT 1 FLOOR PLAN C4 LOT 1 GRADING AND DRAINAGE PLAN C5 LOT 1 EROSION CONTROL PLAN C6 LOT 1 UTILITY PLAN P7 IRCDUS STANDARD WATER AND SEWER DETAILS P8 IRCDUS STANDARD MISCELLANEOUS UTILITY DETAILS C9 LOT 1 LANDSCAPE PLAN P10 LANDSCAPE DETAILS GENERAL NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT—OF—WAY SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT THE ENGINEER FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED OR SPECIFIED ON THESE PLANS. WETLANDS NOTICE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. FLOOD ZONE: THE PROPOSED PROJECT IS LOCATED IN ZONE X AND A AS PER THE FEMA PANEL No. 12061CO078 E, DATED MAY 4, 1989. BASE FLOOD ELEVATION FOR ZONE A ESTABLISHED AT 17.2 FT. NGVD PER DHS—FEMA CONDITIONAL LETTER OF MAP REVISION BASED ON FILL CASE NUMBER 05-04-4801C, DATED NOVEMBER 29, 2005. ICE) Ld Q 0 �CO0 Q z J 6 � 0 =) U � tip Z N O) J U) Q (O S. �Co OS «l � Q t f' O _ � m � � o � Q op Q< Q Q � f�tL X W "� 0 Y Z 2 Z 0—C) Co Z 0 o 45 _, ��-0 J " W mm 7 N J Y W N n Y 0 V) U F- Z O _� N W C ON` U o= U to w m w � Cn 0 Y p N WU Q Q o z CJ � U-1 C) Q 0 W w Q 0 0 LL o a_ 0- w Q Q Q I Y Y Y Z >_ M >_ m () 0m ¢ w o LLJ J U 's U V) ¢ w U w Q Z (n 0 0 U �CO0 Q.. Z � J LL_ =) _z V– Cn J U) Q �0 v � Q � v � W NWW Z 2 Q 45 _, ��-0 co U F- Z DO Q z W W U `n < Q U m w Cn DATE 6/15/06 PROJECT NO. 047608002 SHEET NUMBER C1 U 1 V t�. s II I, ). ., .�//r f/r� ..:,,.% ,p'f` ji/'�f`'• r P'/ / ./,. �6_.- r' f' i'-•,mer,%,J , i ,-.., .. .I:` f"• -I; �, _ r C ! . I 5 I . r • , •.. I 1 / �` / / f �f f f/ j f f s ,:" / /� f ,' ; ✓ i ' '/i!f f/! f t \� t I I .! - % // / '" f i r !// ^J t r%.J" J, ` ! t . , rf / f! r / p ;' I P��' O X I i r fJ fi��r /v ••r•"',M r "/1/ /, . i /r J/ f J, f // / �./ Jfr r y i r 'f 4, f // j` / f T l t - j , I N I "i \ ti 4/ / / : % f ! " ,-x ,/ �'' \ L/ I / ` f r ? f `///!f /l /1 f ff % r -4 .. „ f ! f,ai 4". - �f f. 1 X a J '__ . \ / /•` /// / /Fes'°."`C• ,+ / t jf� \' . f • ! - •• f '..... • J,.. .r- i •- i `\.� `I i '�f i` ,`, ,^ �s' ,r// ,, ,, •./,i` 1�-1�> lJND1STURBED,/, ; o, '� / I. I `,\ v ,r`//• r / ,/ } i "-U70�AND BUFFER -.. .% •C I f 00 x 1 7 \ 1 "I / /'//` / � / //t _ / 41 / 1 /° ... ' .. _ `- ° I I,� x', !`_ �` .;�,r,r/ ' r,/ f/ ; .` ,,f;/' '25' WETLAND ND �-'.•: '~ I ��� `� r/ r, ' / f!� •\ -FLAGGED--WE-TLAND / it ,BUFFER __� � � i j I± x , r T r /J! f�z<°*t \ AREA f' // `: : , j I! l ' r- / 4 f f 11 11 0 , ": //� � '/ ��/",,, / ,a' / �*---..',,, ` i/� _ - :,,. `''' ;f r/ 6' WOOD FENCE r'� '11 m L 16 ,' ,ft'! /`,,/,,,///o j /, i/; ;�r`\' _ _ "I",ffl _ - I I1� �rQ x I o I \ / ` t / /, //Jr J % ' 72.3 a ',o _ _ _ 1 i� I D 50 100 - ,. ,,_ -_• "" " Epf!''!!"L=e� - 6'.. -- ,- . __ . I is{ fl �% '. ;' 1�1J/ V i.`. 0f Q - / . CALE A ( DU Y O�� BU LOIN' o S S SH WN "f � J - ,f fi :•., ,.ASPHALT: A I _� , �': �` I 9 11 .11 Q•... - t` ` , % �/ /,/ ./ /' r �o -0 280.0 \-. t 4' HIGH BARB WIRE FENCE t ��//'"/ ''` / //,% / ,/ �/ /, N1• `n '. d 'A ' `.... N BUILDING G \ : I i I T / / / 1;. T J ;., W X 0 BE REMOVED BY OTHERS / a , .::.. E S ,, / i. -.- .,J .a - , .._. / r�x;,. _.... ... ♦ / . .., a.: .: ....: .i••:. a -,,,.,,.-a „ ,. • {u. Y.,i . _ ... Y ..3 . . .._ : .. !.fie., _ i I r .x P...L t-- `f/.// � 4 r :,..,fix, / i I f :<a 1 6 ;...,.; A SLE ci € ' O .< i 7� F• / t' / r; I� �•4 :..... - .fs . 5 r 1 z- _ • f// �I w / / _ r ` E ULA' i ,f / _ P r J R 5' ` 0 �`11.1 i• . i / , ,,.� 6 ./ � :I� ^1;''�'"`.: I rI-=" DUTY 3 1 ' %' '>- 1 1 44;;2 , A P A t''. ( I ° r_ r r /,r % Jr 0// / '' !/ f / / / f P `L i - ) I GH T o S H. L 15' t}, x o '� r�r - / l/, - / f✓ .rllf�i %' / I, / / ! ,P�- /� I I ` ,- r;4 ra.� -+ ROLE ori BUILDING F I %1 � Q 11 ., 3 I :G. ` :;. � , -�' t //I�( I '/fr ///,_�/1. 4' 1 1 .. I I - •� VJ J •/ e �( 6 :-Al' I / SLE' .: ' l , -f ` .� :' I I 1 '• f - t _ ° �` l _ •r /V E _ I 1 ✓� '?:kms � Vl JJ I ' 11 . i f/ i :;� / / "N i �. I I. r R l I I r i - I _r O ff ,/ `I. � p . ��.• Q o P I t -.~ R � I I r. , � LL. I r I ';Q. z Z ! I , \ - � .285 f I o :7 J. I / < .�I I f /y� /J _ ROADWAY TO BE / o ,/ I o r G ; ,/ ! `' / ,`' I o CONSTRUCTED f 1 1 �/ fr r 7)- ,' o m Z' i - 0 BUILD N G A3 / I BU LD N E - C . IG C l' , r Y B OTHERS I O E S Y L- 1 , / I `40:0 .r I t - i x .0 rI . _ / I I , _ r' I I t� i r )� I . r I �. ; ! ' is --'.; '4:, s . ` . / Y, t :: 1 / ' I• ;Y _ _ ,-� I 1 k. a i` - i 1 .Q Y '.`: /� . 1 I 2 =.AI E I �� ' SL m 1 I o �`��'° � DON T ENTER . t � -'' .• .' �,•:�;`.•-.�:��_;y` .:. 0 ENE SIGN , s.:. . 1 i .O - ::s�.. I i 1 ;i yy!! / \ i V 2- 0 I I � 'i'M i �� I 0.:., F - - Q. / ,:: W I T / - X /� I 1 f - - I \ (R5-1) ° r G I - 't j. , 2 i I. I I` "•h I I. 1 I I /• JI• t � -i/It.:11 �1 yIMIT F V} L S d PRI AT'iif E a t ! ' 35:0 I I I ?r(v ! +r I ¢ � ! I - RIGHT-OF-WAY I , I LOT 1 0 I G' I. 11 11 ,/ i' \ / . II o BUILDING D '% 1 ° I 1 .!' `l. ,� I 1 L.(5.289 A 11. o N 1 1 \N / - PRIVATE I 1 I \ \ I I .. 11 I r` 's > \ . ,,e:-. ° :. 1 f r rT� : .. : .;ia I y w - STORMWATER I r: / . , :,. : , ; ', :..:;,; `,.r: .'VEHICLE GATE 11 o BARKING SPACES 1N STORAGE AREA WILL NOT BE STRIPED \ /: I a ° / TR ACT A Y- �,�. f-' ' -.- :. ;: ' :' ' SHOWN:;FOR . INFORMATIONA - PURP,OSES :ONLY; I / ( I ( r� / 1 r7 . ,, � 6' WOOD''£ 'r I t X �.-- \ I, h :.: . :...,, x I i N I , .. 74 F Y VA E GUTTER R L LL E ., (1.676 AC) :...;•./.;:;., �, x ft, I/ I I BUILDING A21/1 ........-I-.11111 .. �� f ( h., 3 O I�;'� i - - - r: ': . ,' I I , I I : I I ?�` '� STOP SIGN (R1-1) „ % � x -- y--- - .... / I ,... - _ 11 I I I I ;=!:s;F= , :�` AND D - s:<.:,':"' ,::''3 NOT ENTER ! �' `�. J1. coo o OSIGN 5� 1 II `` { • •BOTTOM OF POND = 5.25 - • • - I BUILDING C "' .40.0. ,n I �' - '\ . _. 6 I E L : U I I I I( N p,VENUEY L_ _..-..-..-..-..-.. x r - YDE - NORMAL WATER ELEVA110N - 16 25 _ _ -OF W A - I R i . D 1 cr ° _ FiK� 'Y .j ' '1. ... 240 0 - _ .., 1 - - - I 100 =. _ N - - _ s . .,. ,. f II '„ ; I i I QUg�C IX 1 t_._.. _-..-..-..-..-..-..-..-..-.. I .: -- ------------ -.. - TOP OF BANK 20.75 �J I 75.0 ;'.:.= _ o_ X TO BEpip `•` ' ----------1 __ ROADWAY CONSTRUCTED ° I - - - -- - - - - I.;'..:' .''''"'•'°; : 6�4L000.�EN�Ea _ _ _ _ - - ti I `',w BY OTHERS . X I I I I I I i t II .- � -, �,_ 71j, - --- -__ UI I 11 o UTILITY 1 1 �J --- I - 1I I I I I I I BUILDING A7 `" I ' I EASEMENT I I I I --- - 1I I L I I I I I j BUILDING B I I I (PER PLAT) I, �� i __ __-- -- I I I I I I I III 1 : REGULAR I I 10' LANDSCAPE BUFFER 1 r -- Ix I I I I 1 1 1 1 1 11 1 I o ASPH L7 < 65I -1.0' I 11 I I I I y I ACCESS I EXISTING 15 III I1 II II I o II III II ! I I EASEMENT C COUNTY II II II I1 o I 11I 11 �I I i rn STORMWATER I I I I I I I I 38.0' �- I I( ACCESS I 11 x 1 a X PROPERTY I LO i 2 1 I LOT 3 I I I i I I LOT 4 EASEMENT 11 ,j (NOT PART OF PLAT) i Q,804 AC I I i .756 A I ( v x350' II I I (PER PLAT) I I I R30 I i 1 (0.983 AC) i I I I I I I �, (1.396 AC) i 1 0• I I Q) a i III I I 1 1 I I s '� �, ;.\ I I I I I I I I I Ii; VENICE 11 1 0. �`4 p, . Ln a x 188 LF VALLEY GUTTER v a X , 1 I I I i BLDG. AA t.• :GATE 20' BUILDING I I I o TYPE D CURB ;';' o I o l I I I 11 I I 6 W d (2 STORIES; _-' �- SETBACK FOR I I o - :.:;'.'r•; 1 t 3 ,� €E OfF/APT I• > ; STORAGE II ( -' �� _ I ( I ( I I I I ------.I . : 53 T'... FACILITIES 2010' I i I _ o I1 qI ¢� I = i t I I I I 1 1• 1..�.. I I I o 11) N , III I �U X 3 i 4--------II--aI----- --II =� I �L,�� 7_-7: xj II t i11 I 1 1 1I .I ------ I I f o I O - REGULAR o 11' ` ( I I I ' I 1 °° _ \T -N , I I �h 50' AC JE S f DUTY Rs I 1 � T I � I -I -I --f -I I j .I C S ASPHALT _ _ _ ,� ILS EXISTING 25', ° x I - •� r EASEMENT i i I I I i 1 I 6" WHITE--�_� 11�fJ5 �\ /_ d 1:1.1 11 (PER;PLAT) 1730• �"-, . 0 o � I l- I I l- STRIPE (TYF} I I ---- - ,', 5 I o I I I ACCESS EASEMENT I_ _ 1 A N m _.. \\ X -- --- h - ----X ----------- - -- - _ X a -J - •,-. f - v �p� X X r 11Y _� �_ _'�� _ :_ �� � - a - x � - - - - -_ x .,1-- X t X X -- _ -- CD , - 44.37 I ~ �� -_ . _ _ __. ..-_,.__ ___._._.. N n 2157-1-_8'77 - .. _ .___ / __. _... _. a - -s . _ - tr z w_ _ J �ti. - w --- - - _._• / __ a - -�- _l� .� _ / _ 4 _. __ ___ N _..�.. .-._... . -, - ,.. - F S - - z.9- \ \ __ '11�__ _ - � --..---, __ - D-- __ 0- �2 L\, _:_!� �=___ �_ _=:�,_ _\ - \ __ 1-�,_ \ __ \ \�, , _� 11 ( QN . __ - I -.--- __ ---,. __ __ __ - ___ - __ __ - .- ---....----- I %�, 1, 7E _ - __ .___ ___ ___ _,_ -..-__ _. _ ..... -- -_ -A-=_=:_ 0U.,_ Y . , _ .1 Z�,.JNT I—— 1. � I I. , - N PROPOSED CR 512 ROADWAY IMPROVEMENTS BY OTHERS. 3 4 PROPOSED MEDIAN TO BE 7 E SITE DATA (LOT 1) AREA (SQ. FT.) OF PARCEL AREA - RE -DESIGNED TO LINE UP WITH SEBASTIAN CROSSINGS Z y PARCEL AREA 5.289 A.C. 230,374 SQ.FT _ BOULEVARD (BY OTHERS) I c Io BUILDING COVERAGE 100,375 SQ. FT* 43.6%** Ld ° PARKING DRIVES SIDEWALKS 84,291 SQ. FT 36.6% SECTION 22, TOWNSHIP 31 S, RANGE 38 E SITE DATA GENERAL STATEMENT-• _ __ LOT 1 WILL BE DEVELOPED AS MINI,�TORA1_ FACILITY. THE SITE WILL BE �- ERAS, FENCED, LIGHTED, 24 HOUR SURVEILLANCE PURITY GATE AND CA� A/C AND NON A/C UNITS, LIGHTED UNITS AND AN ON-SITE MANAGgR LIVING ABOVE THE OFFICE. OWNER OF RECORD: CRF PANTHER 11, LLC 500 S. FLORIDA AVENUE SUITE 700 LAKELAND, FL 33807 (863) 647-1581 CONTACT: WILLIAM REYNOLDS, JR. APPLICANT KI - MLEY HORN AND ASSOCIATES, INC. 601 21st STREET, SUITE 300 VERO BEACH, FLORIDA 32960 (772) 562-7981 CONTACT: JARED C. HOCK N E BERRY P.E. ZONING: CG - COMMERCIAL GENERAL BUILDING AREA: BUILDINGH HEIGHT: 35 MAXIMUM BUILDING COVERAGE: L 30% MAXIMUM MINIMUM BUILDING SETBACKS: FOR CG DISTRICT FRONT 6 FT (WITHOUT SIDEWALKS, CURB & GUTTER) NONE (WITH SIDEWALKS, CURB & GUTTER) SIDE 15 FT 30 FT WHEN ABUTTING RESIDENTIAL) E BU TING R E NTIA L ) REAR 10 FT ( 30 FT WHEN ABUTTING RESIDENTIAL) L PER MINIRA T S 0 GE CODE 20 ft LANDSCAPE BUFFER 10 ft PARKING REQUIREMENTS: MINI -STORAGE: 1 SPACE PLUS 1 SPACE PER 3,000 S.F. STORAGE BUSINESS OFFICES: 1 SPACE .PER 200 S.F. OF OFFICE SPACE RESIDENTIAL DWELLING UNIT: 2 SPACES PER DWELLING UNIT TOTAL SPACES REQUIRED: 41 TOTAL SPACES PROVIDED: 59 (11 OUTSIDE GATED AREA, 48 INSIDE GATED AREA) MINI STORAGE: 34 (= 1+99,475/3000) OFFICE: 5 (= 900/200) DWELLING UNIT: 2 (= 2/1) ACCESSIBLE: 2 SPACES REQUIRED (2 SPACES .PROVIDED) NUMBER OF EMPLOYEES: 2 NUMBER OF ESTABLISHMENT -OWNED VEHICLES: 0 FENCING: 630 LF WOOD PERIMETER FENCING 6 FEET HIGH 2 VEHICLE GATES SURFPCE MATERIAL: PARKING AREAS AND DRIVE AISLES WILL BE REGULAR DUTY ASPHALT. GENERAL SITE NOTES A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. INSTALL CURB AND GUTTER PER FDOT INDEX 300. C. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER. AS NEEDED. THE AREA SHALL THEN BE SEEDED/SODDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. D. STOP BARS SHALL BE WHITE THERMOPLASTIC PER FDOT SPECIFICATIONS. SIGNAGE AND STRIPING SHALL BE INSTALLED PER FDOT INDEX 17346. 10 CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 N Sunshine State One Call of Florida, Inc. PAVEMENT v� OPEN SPACE 45,708 SQ. FT 19.8%*** FLUSH WITH 1 0 TOTAL: 230,374 SQ. FT 100% -'\ ACCESSIBLE (R1-1) SIDEWALK SIDEWALK I_ .0 * INCLUDES ONLY 1st FLOOR OF BUILDING AA 30" x 30' PARKING SIGN 0 ** USING A TOTAL PROPERTY AREA OF 9.921 ACRES AND MAXIMUM BUILDING COVERAGE OF 30%, N N MAXIMUM ALLOWABLE BUILDING COVERAGE IS 129,647 SF. GIVEN .THE BUILDING COVERAGE OF / WHITE THERMOPLASTIC ' 1 U � LOT 1, THE REMAINING BUILDING AREA FOR LOTS 2-4 IS 29,272 SF.® 4" WHITE STRIPE 1-1*** OPEN SPACE DOES NOT INCLUDE THE PERVIOUS AREA FROM THE PRIVATE STORMWATER TRACT ,� : \_ WHEEL STOP V) (32,496 SF). THE CUMMULATIVE OPEN SPACE FOR THESE PARCELS IS 78,204 SF (25.8%). / / Z in F.D.O.T. TYPE S-1 or S-3 ASCS WITH MINIMUM ' e 6" BLUE /u STABILITY OF 1500 LB COMPACTED TO 9590 STRIPE O BUILDING TABLE 2" � MAXIMUM DENSITY PER AASHTO (npICA1.) s / C o BUILDING I AREA (S. F.) FFE (FT.) i��/��/��/,!,//�/�����/�/�//.��/(( . .. �� I Q a _ ,: U ° ' „ ,. :'`.':''::♦'' M` ` LIMEROCK (MINIMUM ) M 36 C A 27,000 1 21.65 8 -�;' ;'•`•'..., t'• -,y: ` ~� , °'� ",*- j� COMPACTED TO 98% MAXIMUM 25'R " N ° 'r o " AA (1st FLOOR) 900 1 21.65 :. �. :..:.::; » . ,., ' -1' , ^.. - DENSITY PER AASHTO T-180 AA 2nd FLOOR 1 225 N A ������\��\���\��\,�< \ � 24" --36" B 10, 400 21.65 ��\/�/>�\/N�\/O�'\,/N�, r- `�`- 3" U -CHANNEL % 12 �j j GALVANIZED STEEL '� �-(3) 4 WHITE j s C 23, 400 I 21.65 �\�\��\�� " \ SUBGRADE STABILIZED AND COMPACTED TO 98 2 LBS./L.F. WITH 3 -O ! 12�-�" 5-101" EQUALLY ESTRIPES QUALLY ®PACED D 11,400 21.65 I //\//�j/�j/�j/�j��- %MAXIMUM DENSITY PER AASHTO T-180 MIN. BREAKAWAY POSTS ° E 11,400 21.65 j \ /< Xl< XK �� �� �� LBR 40. SUBGRADE AS MIXED TO p ACCESS AISLE 0 ° HOMOGENEOUS MIXTURE. . 2 SPACE F 7,125 1 21.65 G , 5,600 I 21.65 ACCESSIBLE TYPICAL PAVEMENT MARKINGS a o H 1 3,150 1 21.65 ,3 N TOTAL 101,600 FAR -44% REGULAR DUTY ASPHALT PAVING STOP SIGN PARKING SYMBOL FOR ACCESSIBLE SPACES o N.T.S. N.T.S. 0 Ile 0 3" DIA. GALVANIZED r` POST (STANDARD PIPE) RESERVED GROUND SURFACE a PARKING m2, ' , U 0 THIS SIGN TYPICAL AT --'O' _ - _ STEEL BOLTS ALL ACCESSIBLE PARKING 10 ., R7-8 SPACES ,t 2-1/2" DIA. ' ' '. THIS SIGN TYPICAL AT --I ALL VAN ACCESSIBLE �I ) " VAN I�12" X 6" PARKING SPACES WCCESSIBLE -:0 ', '. ,\ + 3.500 P.S.I. ----- 1'_0" I ,I Z ! CONCRETE - PENALTY SIGN WITHI WORDING AS REQUIRED oy^o I� BY STATE OR LOCAL LAW 7>- I 0 3" DIA. GALVANIZED r` POST (STANDARD PIPE) ACCESSIBLE PARKING SIGN C7 z _ I O Cn w IY O z U GROUND SURFACE a 2-5/16" DIA. m2, ' , U 0 CADMIUM PLATED _ - _ STEEL BOLTS 'v. °' _ W/HEX NUTS rQ � u,a Z ,ID O ,t 2-1/2" DIA. ' ' '. %. .' ' : o GALVANIZED STEEL SLEEVE. (DOUBLE ' �',N 1 N EXTRA STRONG PIPE) -:0 ', '. ,\ -_�,\ 3.500 P.S.I. ----- 1'_0" I ,I Z ! CONCRETE - M i ACCESSIBLE PARKING SIGN C7 z _ I O Cn w IY O z U _ o °, -- m2, ' , U 0 w N Z O w J t-1- `'' o ,a L_ U - � u,a Z ,ID O °= oNo ^ V/ m>> NQ Q Q o. U � x oZ L. Y ca Q 8 0 0 Z O U 0� ``'ooz WUW oy^o 9: I fn N = I. 7>- LLJ _j in Cil Q L Q .J 1' i,-,. N � ^ `1 ,0`. �- 0 N to 3: 4; 3: Z N 0 Uo o = (D a_ . z m Ow. W � Q�/ r J z U w n J t-1- U-1 w LL () ._I .11 o a � 0U zw O WUW Oz 7>- Q o W �- 0 w Z wU f- O lJ f� w W ( ^ v, - (f) b m m W U DATE PROJECT NO. 047.608002 SHEET O "---IC2 >_ > M >- m - tn 0 m 0 Q LLI wZ z Y J 2 3: O a .in a w N 0 0 U z m Ow. W Q n Q�/ r J O Zv n J t-1- z LL () ._I W � 0U WUW Oz 7>- < 5 W �- 0 Z wU f- m W z f� w W ( ^ v, - (f) U m m W 6/15/06 DATE PROJECT NO. 047.608002 SHEET NUMBER "---IC2 Drawing name: G: \47608002\CADD\CONSTR\C3— LOT— I— FLOOR —PLAN.dwg C3 — LOT 1 FLOOR PLAN Jun 21, 2006 2: 44 m b This document, together with the concepts and designs P y. Michael.Madigan g presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates Inc. shall be without liability to Kimley—Horn and Associates, Inc. o .... .� ' ` —c a o o---� , • � �. .� L _ 4� �. rrJ—U— —LU L�LLLL� - D a a —LLLL ILL r +' � 1 I Cn 1 D L(/)�A--- D a r r a CIO M v o � CENTURY REALTY FUNDS C7 ZCnm �o SEBASTIAN CROSSINGS (JJ c oon-1 � m 1 HR WALL co o z 0 COMMERCIAL rrl NO I I I SEBASTIAN - FLORIDA 1 HR WALL 7 4 HR WALL f 1 HR WALL 1__._ G7 I c f 1 HR WALL Z 0 nI I I I 4 HR WALL f' 1 HR WALL N, V 1 HR WALL mft LWA M C _0 Z M 1 I I I I I I I I 8IL IN4 HI I I I I I I I I � SCALE DESIGN ENGINEER: AS NOTED . Kimley-Horn LOT DESIGNED BY KAP FLORIDA REGISTRATION NUMBER: and Associates, Inc. I FLOOR PLAN DRAWN BY t�C 2006 KIMLEY—HORN AND ASSOCIATES, INC. I KAP 601 21st Street, Suite 300, Vero Beach, FL 32960 CHECKED BY Phone: (772) 562-7981 Fax: (772) 562-9689 KAP �T inns WWW.KIMLEY-HORN.COM CA 00000696 No.l REVISIONS HJ U # r / ,/ !? 3 f f i 13. - - �.z /may. IFn�,.:.y3 J !z '7 t, N, r ?v(r // f� e ' ! Iii \� �;',LA�� ayir�!+ // ////t,d /f, z:f `rte t' _A-2 '� 14.€3f (J; ;�, Y //f.//" '%/ P 1'. 1L.�' , W ` �o'•,�/ }t5.� �,r .r.'ex n �',n' - !:J'' (f I r�. / •' 15.9 `"r,• / �,J' • div' '�wM1,1 P •,� % fir! i !-�r//„f �i ,»,.ti �:y, (F• §Z3!.. '°d17:r •�„ J i' ' ,? i I 't { i. .�,t\\ 1 ... f ' ' �q . 7 ' 1 ( ""••,. ~ "Y+1',� �!` ♦ -� v. i ' J"_ t l ,:�..,. <. e.. •h !'�,r - f 4 %` _ LA --1r_ 1 --•+I V tet I an c.. ✓a::.: '� >"` it " i..t.,.'1 •- r J i 14 r, 'r / ,,' u, , es .•si'' ! <,s •J : r�t."C�:- w a i - / / ..O, ( I� }1 I \\ r i.�.,.t� �J .s r ;, tea. �* ,i 4-.'1t .,( �,..�'�#,.ri--33 Ma J ,S `;',r#_,{+_,l,? �, '! { f .1 �,r .,\ '♦"' rl,..y �� ` ."�,., ':i �.�J 1f 'x•I E _ - ° 1 ! 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I N N / a FLAGGED WETLAND LINE � w (n o SECTION C -C � N.T.S. � ° 0 y Q a U v / c N o O V O a) 00 -C O � '3 d- / I 4) 0 - a, 0 N 0 C CF t) U O . v 3 m v L 1_ 0 SECTION 22, TOWNSHIP 31 S, RANGE 38 E STRUCTURE S-1 S-2 C -INLET S-3 C -INLET S-4 1 S-5 C -INLET 1 S-6 * C -INLET S-23 C -INLET C S-24 *** S-25 * S-26 * S-27 ** SUBDIVISION STRUCTURE TABLE TYPE C -INLET C -INLET MANHOLE *** C -INLET ** C -INLET ** C -INLET ** CTRL STRC MANHOLE HEADWALL MES MES RiM. ELEV. 20.75 20.75 21.25 21.00 21.20 20.85 20.15 20.75 Ifl'l- ik 8.78 9.47 10.02 13.33 15.46 15.36 W. OUT 15.00 15-00 8.78 9.47 10.02 10.37 15.65 15.46 17.50 -- -- I .50 INLETS REQUIRE ALT. A BOTTOM PER FDOT INDEX 232 (5'-0" MIN. DIAMETER) INLETS REQUIRE ALT. A BOTTOM PER FDOT INDEX 232 (7'-0" MIN. DIAMETER) MANHOLES REQUIRE ALT. A BOTTOM PER FDOT INDEX 200 (7'-0" MIN. DIAMETER) LOT 1 STRUCTURE TABLE STRUCTURE S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 S-19 S-20 S-21 S-22 S-28 TYPE v C -INLET * C -INLET ** C -INLET * C -INLET ** C -INLET * C -INLET * C -INLET C MANHOLE *** C -INLET * C -INLET * C -INLET ** C -INLET * C -INLET ** C -INLET * C -INLET ** C -INLET * C -INLET ** RIM. ELEV. 21.20 21.20 21.20 21.20 21.20 21.20 21.20 21.20 21.20 21.20 21.20 21.20 21.20 21.20 21.20 21.20 20.88 INV. IN 10.59 11.11 11.93 12.72 13.07 13.41 13,66 13.90 14.31 11.46 M :1161 11=11-1.7 14.49 l"Ij� 10.59 11.11 11.93 12.72 13.07 13.41 13.66 13.90 14.31 15.06 11.46 12.28 11.80 12.61 12.05 12.87 14.49 >_ m (n Z 0 U) W m cc c C INLETS REQUIRE ALT. A BOTTOM PER FDOT INDEX 232 (5'-O" MiN. DIAMETER) INLETS REQUIRE ALT. A BOTTOM PER FDOT INDEX 232 (7'-O" MIN. DIAMETER) MANHOLES REQUIRE ALT. A BOTTOM PER FDOT INDEX 200 (7'-O" MIN. DIAMETER) GENERAL GRADING NOTES 1. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE. VERIFY. AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. 2. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED, IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS A R ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 4. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AT CURB CUTS ONE (1) FOOT FROM EXISTING EDGE OF PAVEMENT. 5. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND PROPOSED CONTOURS ARE FOR REFERENCE ONLY. 6. STORM PIPE SHALL BE AS FOLLOWS: A. RCP, CLASS III PER ASTM C-76. B. CORRUGATED POLYETHYLENE PIPE AASHTO M294, JOINTS SHALL BE WATER TIGHT. THIS OPTION CAN BE USED FOR ON-SITE STORM PIPE AND ROOF DRAIN COLLECTOR PIPE SYSTEM. APPROVED PRODUCTS ARE HANCOR HI -0 WITH SURE-LOK JOINTS, ADS N-12. C. ALL PIPES SHALL BE APPROVED BY LOCAL GOVERNING AUTHORITIES.. BUILDING TABLE BUILDING v FFE (FT.) z. 27,000 21.65 AA 0 21.65 U rn ar co (D z 11 a;; . . I to... "~0 V) J N W 21.65 C Z 0 U "v n 0 D < m..Q Q Q p U _N - a y X Z > ,- `9 N U M OU 0 21.65 z _ 0.' M t)0 z 5,600 0 Q} +T .Of X. il- 0 1 H 1 5 1' _ >- (f).(14.1 21.65 wco .> - . Y � y '� J :.. x1-04 - co V) N. Y 10 N N Z N..0 ... .0 >_>- .r- c0 a-. . . . (0 t cc c C INLETS REQUIRE ALT. A BOTTOM PER FDOT INDEX 232 (5'-O" MiN. DIAMETER) INLETS REQUIRE ALT. A BOTTOM PER FDOT INDEX 232 (7'-O" MIN. DIAMETER) MANHOLES REQUIRE ALT. A BOTTOM PER FDOT INDEX 200 (7'-O" MIN. DIAMETER) GENERAL GRADING NOTES 1. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE. VERIFY. AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. 2. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED, IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS A R ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 4. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AT CURB CUTS ONE (1) FOOT FROM EXISTING EDGE OF PAVEMENT. 5. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND PROPOSED CONTOURS ARE FOR REFERENCE ONLY. 6. STORM PIPE SHALL BE AS FOLLOWS: A. RCP, CLASS III PER ASTM C-76. B. CORRUGATED POLYETHYLENE PIPE AASHTO M294, JOINTS SHALL BE WATER TIGHT. THIS OPTION CAN BE USED FOR ON-SITE STORM PIPE AND ROOF DRAIN COLLECTOR PIPE SYSTEM. APPROVED PRODUCTS ARE HANCOR HI -0 WITH SURE-LOK JOINTS, ADS N-12. C. ALL PIPES SHALL BE APPROVED BY LOCAL GOVERNING AUTHORITIES.. BUILDING TABLE BUILDING AREA (S.F.) FFE (FT.) A 27,000 21.65 AA (1 st FLOOR) 900 21.65 AA (2nd FLOOR) 1,225 N/A B 10,400 21.65 C 23,400 21.65 D 11,400 21.65 1 E 11,400 21.65 1 F 7,125 21.65 1 G 5,600 21.65 1 H 3,150 21.65 i CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 N Sunshine State One Call of Florida, Inc. A& t O o z 0LLJ . 0'' ck� R FA Q of w VJ .0 U Q W ¢ Q Q 11--.. Y Y Y Z .0 >_>- - O m U) U m I_ Z W Q 4n w U m 0 Q W III (/) -J 0 3 U <_ to Q l,J U . - 4J w = U! 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R I4 O F C , y t R C •� i I I i I� � I � J �� I I I a ° o E lL a1 x g o LIP `-' i I lx I t -v '--TEMPORARY II } SILT FENCE C i � 1 >_ OL U) M 1%?1 s_117' P.,- ` I O ° Lfl I ` O I 0A v 1 V--.... �_...... __._- ,...-. ...�.: •,..�'_..« -_-� �..- M .--`✓� _ •_ 1 } ^ _ ._� ter_ ,. . r•. r- ....- ... -. tom. , :-'^g .s - :.�: ,-•�e, • :.2'-? F'_ Y rti _ QCL Q CL �-- In 12 o i�!0 TYL*_ 0 _ - t � , V � I- -. _,. -'_ • . . 0 50 100 i SCALE AS SHOWN WETLAND AND UPLAND BUFFER PROTECTION NOTES 1. UPLAND BUFFER LIMITS MUST BE SURVEYED, STAKED AND SILT FENCE MUST BE INSTALLED BY HAND ALONG THE SURVEYED UPLAND BUFFER LINES IMMEDIATELY UPON COMPLETION OF DITCH FILLING. 2. NO TURBID DISCHARGE IS ALLOWED TO WETLANDS. 3. NO DEWATERING ACTIVITIES SHOULD BE LOCATED WITHIN 100 FEET OF WETLANDS OF THEIR ASSOCIATED UPLAND BUFFERS, INCLUDING SETTLING BASINS, CONVEYANCE SWALES, AND STOCKPILE AREAS. I ! I I I I I I I I I I I I I I 1 I I I I I I I I I I I 0 u. Q � 00 Z �o C Z G VJ O Clow LL - SITE BENCHMARK U N SET 5/8" IRC STAMPED PROPOSED CR 512 ROADWAY 1 v "LB 696 TRAY. PT," IMPROVEMENTS BY OTHERS. w EI_EV.=18.32' PROPOSED MEDIAN TO BE Q� N LINE RE -WITH 3 a o LLQ EIBASTTIIANOCROSSII GS Z r U BOULEVARD (BY OTHERS) Q r J D_ D 1 ` Z '" O � a O rK o Ld I WOVEN Ir MM H SPACING) MOVEN WIRE FENCE (MN. 14 1/2 GALT (MIN. 14-1/2 GAUGE; y MAX C MESH SPACING) WITH GEOTWU COYER RUNOFF WITH SEDIMENT - MIN. 04 ASr GRAVEL (12' MIN. DEPTH) ��A�D a wMA pCq��C� POSTS: s1Ea ErntER T OR u TYPE 0 '� � ""Rrs FENCE NOVFJI I1RE. 14-1/2 G/. -I SEDIMENT A ( �-Dm in�tr h Mo , e' MAX ►TSH RKT N - GRWlD. LO ;, FABPoC: 1. AMOCO 119E U O - cauPActID 2 BEI.TECH 810 / a -y/ �/ f/ / I / FINISH GRADE DAacFai I a wRAfT 13ox /; r j\\j\� FLOW aiso r9G Z/f c> oTExn�%�yttiy \` r + �,�trt\ 'yrs, O 'O /r/ .•,; it\ OVER TIRE FENCE UNaSNRBEDr�ti,\•\\�.� 1. /\9�`'•rY E)CiElO WIRE FENCE A -❑ : / GROUND MIN. OF 2' N1D TRENCH WIRE MESH E E v TREATED WATER TR ��j� EMBEDDED GEGTEXTI E FABRC �11r�il ��\W/ IrIA BCH�I"-A-s cnDNSPECIFlC APPLICATION O ,T_ 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH NFE 71M p ° THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED A 0p 0 FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT _ COMPACTED BACffILL 2 GEOTT7T OTO BE FASTEITI S C1RE1Y TO WOVEN WIFE FENCE WITH RES SPACED EYERY CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 24• AT TOP AND MD SECTION. 0 M UNPROTECTED AREAS. III '- a w TWO SE -C BY SIX CTIONS MMLE ADJOIN EACH OTHER THEY SHAM BE OVERLAPM • GRAVEL SHALL BE 2r -3r CLEAN STONE '°' 4. MAINTENANCE SHALL BE PEIMMED AS NOTEDIN THE E EROSION CONTROL PLAN• [I' 3 - OOLLECTED MATERIAL SHALL BE RE3^W WHEN 'BULGES' DEVEI.AP N THE SLY FENCE / 0 E. ALL SLT FENCE SHILL INCLUDE TIRE SUPPORT UNLESS INDICATED OTH OOM W TEMPORARY GRAVEL AND WIRE MESH SEDIMENTATION / SILT FENCE WITH WIRE SUPPORT 0 AREA INLET SEDIMENT FILTER KT9. 0 vY v RTA C p 3 ° a rn L � THE LOCATION OF THE SILT FENCE ON THE DRAWINGS IS FOR GRAPHICAL REPRESENTATION ONLY. THE CONTRACTOR IS TO ENSURE THAT THE SILT FENCE ENCOMPASSES THE ENTIRE WORK AREA. A CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 Sunshine State One Call of Florida, Inc. If GENERAL EROSION NOTES A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE. D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. F. NO RUBBISH, TRASH, GARBAGE, OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE. G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED WITHIN 14 DAYS. I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. J. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. K. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. L. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF THE SITE AND ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS. M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. N. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 0. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS. IN ALL CASES, LOCAL ORDINANCES AND REGULATIONS REGARDING HEALTH AND SAFETY MUST BE ADHERED TO. P. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED. Q. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, SILT DIKES, ETC.) TO HELP PREVENT EROSION AND STORM WATER POLLUTION. R. ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFlLLING OF TRENCHES FOR STORM DRAINS & U1ILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. EROSION CONTROL DETAILS -�' SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT ® GRAVEL AND WIRE MESH AREA INLET SEDIMENT FILTER MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT. AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. SILT DIKE PROTEC11ON DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHED ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT. THE STONES MUST BE PULLED AWAY, CLEANED AND REPLACED. SEQUENCE OF CONSTRUCTION: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE TEMPORARY SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CLEAR AND GRUB THE SITE. 6. BEGIN GRADING THE SITE. 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 8. TEMPORARILY SEED DENUDED AREAS. 9. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 10. INSTALL INLET PROTECTION DEVICES. 11. INSTALL RIP RAP AROUND OUTLET STRUCTURES 12. PREPARE SITE FOR PAVING. 13. PAVE SITE. 14, COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 15. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED). F W Q Cn z O Ld O 0 rn m. Vi z CV CD Uj J C4 C_C_o w - moo >` I-_ In O O U ¢ s o _ o r, o 1n m Q 0 U L X E. -T3 > Y � Q o0 Z O U oz 1 •� 1 _ > Cn N 1 } _j ++ W :. 4D v . J Y .v lV 10 0 Y o O N (V N O N 0 U ° o 0- m 0- J� rr ^^ V) u. Q � 00 Z �o C Z G VJ O Clow LL G wz vJ Q O U 1 v I- Q W w w O Q� <C- CV LLQ U Z M z w , w 0 Lu Qf Ld - w UT 6/15/06 DATE PROJECT NO. C:) Ld Q o SHEET NUMBER C5 ch� Q it o Ld o Q Q Q 0 Y Y Y z '�} m m (n o m o LLJ J Q 0 � U. Q (n Q LJ U Ld V) 0 0 U rr ^^ V) Z Q � 00 Z �o C Z j VJ O Clow LL (n wz vJ Q O U rr ^^ V) Q � 00 ♦^ O Z r n �J J LL_ Z LL (n vJ Q O W w U w LLQ U Z M z w , w Q Ld UT 6/15/06 DATE PROJECT NO. 047608002 SHEET NUMBER C5 C U I I I /.F •f/f�f '�• f�,J ,( �- ,..t't, `t///,/J f ''"' Y\\ I iI °s f !cjI II + •� .. ...•-' � _ _ a _ _ _ d � � Li 1 •, •,' .- ^i //'/f / / /r J f,•' i r '/�• ' ' -` 1 ',J �� i ._ . 16 ; � // � ,; �,�/!�``,''', � .,gin-.-- -•�! t "�, f �/, � ;a, � a+ ' F P'., ., 7 i t BUILDING G -_----------_____________..__.________.._...___ __.- � � /i f �/� !i• .�w', � + `� -! i!� I a 50 100 .D moi' �,/ i ,✓ / / .' I j xq t r•''"'+ bS"°,J::'. ,�"';! S"1 F E'•..' :. .. .. .. r t j n fl t v f ~" �/'/_1' G /-/ /� •� /�/ ,� % / ': O , SCALE AS SHOWN BUILDING Facn I w J V J° SI.: / / r- , . f :i R:.. [.',.i on fE"a' 4 F yney r,✓^n...'3 r .... + _+ i :.� I� t in in �, • / / ' i! / 0 / , BUILDING A3 fi= BUILDING E 3 / % r' Q / II- : Ul YI •� / ,t 1'.:i sa:., '".'. t'1 2.',7 p'.�z F..?'.1 G.7. lkn .. 9 .....` S' ' £-'�1 i E I! -� ��j �,-.. �• �• ' ` •vim I I : I ,� ,, I ; U� , t0 BUILDING D t !'.<e r"itl ._.i :".:$ »t , t_a'. ... ["ro F7Er_ A /1 l /1 n 1 /� , n,, ' •L % I � BUILDING A2 o I I I ! v �--- BUILDING. C � ``•�--- .'". ''",�' 100 PuBUCi IL�.._.._.._.._..�.._.._.._ R, FH -300 tF-8' _ RIM=20.00--- c BUILDING Al E I INV=11.24 (E) BUILDING B 1NV=11.34 (S) I - U I 4? `• I If t n �� it o E C E nj I f o I, ! CLEAN OUT 0 I I ( INV = 17.43 ! ' I ! o 43 LF 6" PVC S.S. 01.0% ' BLDG. AA! :2i �6 (2 STORIES;. i LOFF/APT! a 6" SINGLE SERVICE--` v a LATERAL CONNECTION INV = 17.00 -230 L€-8- PitE�.S�-f1.4$% � �- ,�, •� ,-�a � , J . . ... ... +-.. c.. .,_ . .. _- ��,� -- W. 3 RIM 2SSMH 0 0� 1L #2-- --W _ I ttSSM L #3 _ �i RI 0.00 INV=12.08 N ' f L INV=13.78 (E) RPZ BACKFLOW PREVENTER _ ( " - 0_ o INV= ?.76 (E) INV=12.18 O AND 3/4" METER INV -12.86 W.. N� -_ -,.� (' Qok- o in --__. _.. ..amu --- __-'_. / , / CL CONNECT TO EXISTING WATER MAIN ` CL _USING DOUBLE STRAP SERVICE SADDLE _ cn J=tl !' 1\ t 'I I 1 {.- I l . l . I,: I'.� t - tti.l t I h` i ''- 11 i.. (i^. t .::1':"'"' _.1 _x.11:.:..` ® _ '-'•.w._ _..._. ..._.- _. 0 .. .......,..,.....«_...-. .. T DIRECTIONAL BORING REQUIRED TO INSTALL UNDERGROUND ELECTRIC v `' AND TELEPHONE TO EXISTING UTILITY POLE_ - - Y O PROPOSED CR 512 ROADWAY IMPROVEMENTS BY OTHERS. PROPOSED MEDIAN TO BE ZRE-DESIGNED TO LINE UP in WITH SEBASTIAN GS BOULEVARD (BY OTHERS) � o � v E Z i Q N J � {_, N O c t � o J Lo 1 � v o- c to 9 z o a o a oEn V a N 0 O O v Dzo 00 y O i v c E CP u 0 V 0 GENERAL UT1LfiY NOTES 1. ALL UNDERGROUND ELECTRIC, TELEPHONE, FIBER-OPTIC CABLE SHALL HAVE A MINIMUM OF 36" COVER. 2. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. 3. ALL ELECTRIC'AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. 4. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. 5. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM THE ENGINEER AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. KIMLEY-HORN AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION, 6. ALL UTILITY CONSTRUCTION MUST COMPLY WITH LOCAL UTILITY STANDARDS. 7. ALL TESTING MUST BE PERFORMED IN THE PRESENCE OF LOCAL UTILITIES DEPARTMENT STAFF. B. FINAL LOCATION OF TRANSFORMER PAD TO BE DETERMINED IN THE FIELD BY LOCAL ENERGY COMPANY. 9. LOCATION OF EXISTING SANITARY SEWER TO BE FIELD VERIFIED BY LOCAL UTILITIES DEPARTMENT. 10. ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE AS DETERMINED BY THE DESIGN ENGINEER AND THE DEPARTMENT. 11. HORIZONTAL SEPARATION OF 15 FEET TO BUILDINGS, TOP OF BANKS OF LAKES AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED, IF POSSIBLE. AN ABSOLUTE MINIMUM OF 10 FEET MAY BE ALLOWED ONLY WHEN UNAVOIDABLE AND ONLY WITH DIP 12. PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO INDIAN RIVER COUNTY FOR CONSTRUCTION, OPERATION AND MAINTENANCE OF WATER -AND SEWER UTILITIES. 13. SLOPES IN SANITARY SEWER LINES MUST BE MAINTAINED THROUGH MANHOLES. 14. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 15. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY'SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 16. APPLICANT MUST SPECIFY TO CONSTRUCT GREASE TRAP IN ACCORDANCE WITH CHAPTER 64E-6 OF THE FLORIDA ADMINISTRATIVE CODE FOR ANY FOOD PREPARATION FACILITY, AND SUBMIT TO THE ENVIRONMENTAL HEALTH DEPARTMENT FOR APPROVAL. 17. WATER AND SEWER CONNECTION FEES AND CAPACITY CHARGES MUST BE PAID TO GUARANTEE CAPACITY. PROPOSED SIZE OF WATER METER(S) MUST BE INDICATED ON PLANS. WATER AND SEWER SERVICES MUST BE INSTALLED OUTSIDE OF PAVED AREAS (IN GRASSED AREAS) AND OUTSIDE OF COURTYARDS OR FENCED AREAS. WATER AND SEWER UTILITIES AND SERVICES MUST BE INSTALLED OUTSIDE (CLOSEST TO THE ROAD) ALL OTHER (POWER, GAS, CATV, COMMUNICATION, ETC.) UTILITIES. 18. ALL CHECKLIST ITEMS ASSOCIATED WITH THE UTILITY CONSTRUCTION PERMIT MUST BE COMPLETE OR A % OF THE PORTION NOT COMPLETE UNDER FINISHED GRADING, PAVING, PERFORMANCE BOND FOR 115 DRAINAGE AND/OR RESTORATION MUST BE 1N PLACE. 19. APPLICANT MUST INSTALL AN ABOVEGROUND, NON -GALVANIZED METALLIC DOUBLE CHECK VALVE WITH A REDUCED PRESSURE FEATURE ON POTABLE WATER SERVICE LINE TO PREVENT BACK-FLOW OF CONTAMINANTS ASSOCIATED WITH BUSINESS INTO THE COUNTY WATER SYSTEM. MANUFACTURER AND MODEL TO BE APPROVED BY THE COUNTY. APPLICANT MUST INSTALL AN ABOVEGROUND, NON -GALVANIZED METALLIC DOUBLE DETECTOR CHECK VALVE ON FIRE LINE TO PREVENT BACK-FLOW OF CONTAMINANTS ASSOCIATED WITH STAGNANT WATER INTO THE COUNTY WATER SYSTEM. MANUFACTURER AND MODEL TO BE APPROVED BY THE COUNTY. 20. GLUED -JOINT PVC CONSTRUCTION IS NOT ALLOWED FOR WATER, OR SEWER MAINS. SPECIFICATION OF CONSTRUCTION MATERIAL MUST BE PR -200 FOR PIPE SIZES LESS THAN 4" DIAMETER, AND C-900 FOR PIPE SIZES GREATER THAN AND EQUAL TO 4" IN DIAMETER. 21. CONTRACTOR MUST CALL FOR UTILITY LOCATIONS 48 HOURS PRIOR TO CONSTRUCTION. WATER AND SEWER FACILITIES CAN BE LOCATED THROUGH SUNSHINE STATE ONE AT 1-800-432-4770. 22. FLOOR DRAINS, STORM DRAINS AND SWIMMING POOL DRAINAGE ARE NOT ALLOWED TO BE CONNECTED TO THE COUNTY SEWER SYSTEM. APPLICANT MUST PROVIDE SEPARATE TREATMENT SYSTEM FOR ANY WASTE NOT GENERATED FROM POTABLE WATER. TREATMENT SYSTEM MUST BE PERMITTED THROUGH THE ENVIRONMENTAL HEALTH DEPARTMENT. 23. THE ASSESSMENT FOR SOLID WASTE SHALL BE PAID TO THE SOLID WASTE DISPOSAL DISTRICT AT THE TIME CONSTRUCTION OF THE PARCEL HAS BEEN COMPLETED, IMMEDIATELY PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY. FOR FURTHER DETAILS, CONTACT CINDY DEAN AT 567-8000 EXT. 1294. 24. LIFT STATION SHALL BE CONSTRUCTED SUCH THAT THE TOP OF THE WET WELL AND VALVE BOX ARE 12" HIGHER THAN THE ELEVATION OF THE 100 YEAR FLOOD, IN ACCORDANCE WITH SECTION 11,02.H OF THE IRC UTILITY CONSTRUCTION STANDARDS. 25. IRRIGATION METERS ARE NO LONGER ALLOWED TO BE CONNECTED TO COUNTY WATER. PRIVATE WELLS MAY BE UTILIZED FOR IRRIGATION IF PERMITTING ALLOWS. (n z O w //^� vJ 6 z ZV � p z c z to UL.,♦ m uj J N p W p w 00 L_ -� C3 U , Q t-0 0' � n 0 � m Q d0 .X U E L. C) � � � Ca O 0 , W W z O U FO Z NW L.L. O i rn O 1- Vl N { �. W _j Y y N co Vl n Y O o .. 3 D O to v N � � N U � � m O (o IL tY W _ cm W 0 0 U CV Y o 1 o LJ 0 0 C-0 w of z � p U ZE U) Q o � w o Q Q Q O V Y Y z M m m (nm Q m p LdU J 2 � a v) a w 0 Li Of 0 0 0 U //^� vJ ♦♦^^ vJ Q 0 O ZV I tL z UL.,♦ ^^ U Q OU J � -U � W W NW L.L. z �. O D u) v F_Q z m z Q W W ♦) I- < Q U w, m W DATE 6/15/06 PROJECT NO. 047608002 SHEET, NUMBER C6 v c v c 0 2 v Y 0 :fl 0 0 0 i .3 d 0 t U c °i 0 'U 0 N N Q v C v c O I T v Y T c O 0 C v v v v L O c O IN N .0 0 - O c 3 W U 0 N H c O a) U c 2 .0 u C, 0 a 'o c v 0 v () N N rya � v c v p v CL V � 3 U .c 3 E O „ � V v Ov O 0 N o a co N Cl. U � 41 0- N 4) Lo J_ a Q f- T W p o �m v V) v I c aT 0 u I > In d o c 0 v V) in J_ Q o H W m p v J c � t i b 00 i I c (n F / a cn U) T N Z O v U / v (] v p Q a U w /c N 0 O 0 O v 00 y O O y � 3 / 0 0 ^` Q W y E V c: ZT U O .3 V N Q L � 0 ' 2x4 MARKER PAINTED GREEN 6' CLEANOUT W/CLEANjU7 CAP (TYP) MANHOLE NOTES F & ]. REINFORCING AREA OF 0.20 SQ. IN./F7. FOR WALL SECTION, MINIMUM TO MEET OR MANHOLE FRAME � FINISH GRADE MANHOLE FRAME SEE MANHOLE 6' CAP 6'x4' WYE (TURNED AND COVER tl iOF ROAD CROWN DEPTH TO BE DETERMINED IN THE EXCEED A•S.T.M. A 185. COVER EFFLUENT & Z INFLUENT W DETAIL FIELD AS REQUIRED TO AVOID 90' FOR CPARITY> ELEVATION OF ROAD z UTILITIES (TYP) .ALL CEMENT TO BE TYPE I• CONCENTRIC LEVELING RINGS , C3 MANHOLE COVER - LETTERS CONE 2 COURSES (MIN) X M `'-0, �/. y�/ "�������\�/ /��%��/T.� % TO BE MARKED 'SANITARY I 4CGURses<Nax)� v COVER �� ���/�i /r�!/%/�/�!,�!/, i/% �\ �o > SEWER' 3 AAS.7M•NCRE478 FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO MEET OR EXCEED o 0 0 0 - ° °� °o ° SINGLE SERVICE AS SHOWN ON SEE PIPE OPENIN 24 3/4' o w W MINIMUM SLOPE 1/4' PER FT w ti Iii �_� A o 0 0 o A OL STANDARD LATERAL DETAIL (S-1) 4• BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL CONCRETE DETAIL (S-10} C3 USE GREATER OSSIBLEPE WHERE o ti o 0 0 a 22-3/4, FINISHED SMOOTH WITH STEEL TROWEL. I _ w 2' 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8'. U SEE MANHOLE - �- i C/L OF ROAD cRDWN ¢ EFFLUENT & ADDITIONAL REINFORCING ELEVATION OF ROAD r S. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO 6'x4' WYE (TURNED I 1- o COATS OUTSIDE. (KOPPERS 300 OR EQUAL). FILL CONCRETE + > INFLUENT DETAI BARS REQUIRED AT OPENING. Li II ill a , ❑ ❑ OR BRICK W/TYPE I SLAB TO TO BE TRAFFIC DEPTH TO BE 90' FOR CLARITY) L ,� ,� �. ! o ru �2 ��.'�y�/;�y�a����.��.��:�/%//%//>l/%✓`c:/2�/ / . COVER - SECTION 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. CEMENT MORTAR BEARING. SUBMIT SHOP DETERMINED IN THE ELEVATION 2 o (e�/V r /��% \^\ `a \�\ PIPE INVERT FIELD AS REQUIRED TO MARKER BALL TAPED TO N jy �� TYPICAL TRENCH CONTOUR ��i/�� _ 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 8.� 4'-0` ID _ s, DRAWING FOR APPROVAL PLAN VIEW` AVOID UTILITIES (TYP) 6'x4' WYE (TYP) o �� ��� DURING CONSTRUCTION �j)�� GASKET 9. BOTTOM SECTION 70 BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED. 6-� � } LEVELING RINGS z - 6' // BENDS AS REO'D Q// ❑ ❑ 22-15/16' 6'-4` ❑D 1 2 CWRSES (MIM O * //\� //�� - 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL 6 COURSES (MAX) H DOUBLE SERVICE SINGLE SERVICE 20-5/8' BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. 8' r. a TYPICAL TYPICAL ` 6'x30' LONG �& 3/4' THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR - �' I I '�^ X I 6,0 z RADIUS BEND �� GRAVEL I I I CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. ELEVATI❑N '� L 24' ___I v, A SLOPE �- A STANDARD 'Y' BRANCHES TO :(J, CONTINUE GRAVEL BED T 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLOOD ZONES. SECTION A -A 2'/FT w J a UNDER &PARALLEL TO N o1 Q BE LOCATED IN THE FIELD - - ® o a �• PIPE INTO UNDISTURBED 3'-0, tO u x i� SAND `'`�.; ,� SOIL TO PROPERTY LINE I .% 12. NO. 4 BARS 9' D.C. EACH WAY IN SLAB (TOP AND BOTTOM), g•-. 4 -0' ID �8, ¢ H Ll HED :,;�3`' SEE PIPE OPENING > w j INSTALLED PLUG WRAP WITH I PIPE INVERT ~ + �y' 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING DETAIL (S-10) (TYP) DETECTION TAPE DOUBLE SERVICE AS �' +cam- CONCEALED MANHOLES. \ U �, )- SHOWN ON STANDARD > LATERAL DETAIL (S-1) WATERTIGHT PICKHOLE � STANDARD 'Y' BRANCH ]4.2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL PRECAST 6' MIN �• 6.0 0- TO BE LOCATED IN FIELD PLAN VIEW MANHOLE TOPS AND CASTINGS. I (TYP) PROPERTY ® _ _ _ BENDS AS 0 SAND EXCAVATION 24-3/4• LINE REQUIRED IL MARKER BALL TAPED TO - 15. 3/4' CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED FILL CONCRETE 5' 6x4 WYE (TYP) WATERTIGHT 3'-0' AS REQUIRED BY IRCDUS. PLAN OR BRICK W/TYPE 1 } 6.0 BOOT RAIN CEMENT MORTAR /L OF SEWER MAIN TO BE ELEVATI❑N GUARD FRAME - SECTION 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). VIEW ELEVATION PIPE INVERT ' DOUBLE 'Y' COMMERCIAL N C/L OF STREET UNLESS (6'x4' 'Y' RESIDENTIAL) OTHERWISE APPROVED BY 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION TO BE USED WHEN CUT CLASSIFICATION IS 6'-00 OR CFrTTnN A -A IRCDUS DIFFERENTIAL OF 0.1 FEET FOR A CHANGE IN DIRECTION AND 0.05 FEET FOR A LES S PLAN VIEW STRAIGHT RUN. TO BE USED WHEN CUT CLASSIFICATION IS 6'-0r OR LESS, 18. A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS' NOTES NOTES PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS, 1. 3/4' GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. SAND BEDDING SHALL BE NOTES i. SEE MANHOLE NOTES ON DRAWING N0S-4 NOTES NOTE USED FOR EXCAVATION IN SAND. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS APPROVED . 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS MANUFACTURERS' PRODUCT LIST. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL 2, SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. AND APPROVED BY INDIAN RIVER COUNTY. MANHOLES RECEIVING PUMPED SEWAGE. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. MARKER BALLS TO BE TAPED TO 6'x4' 24' BELOW FINISHED GRADE. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 2. SEE STANDARD MANHOLE CASTING DRAWING 3. SEE PIPE OPENING DETAIL DRAWING N0. S-10.0. S-3. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR TO 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. CONNECTION. 4. MARKER BALLS TO BE TAPED TO 6'x4' WYE 24' BELOW FINISHED GRADE. DRAWING DRAWING DRAWING V DRAWING DRAWING INDIAN RIVER COUNTY V STANDARD LATERAL DRAWOING INDIAN RIVER COUNTY Q MODIFIED RISER NO. INDIAN RIVER COUNTY STANDARD MANHOLE NO. INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY MANHOLE STANDARD NO. INDIAN RIVER COUNTY NO. LATERAL DEPARTMENT OF uEPARTMENT OF MANHOLE N ❑TES DEPARTMENT OF DEPARTMENT OF MANHOLE SLAB TOP DEPARTMENT OF A DEPARTMENT OF o UTILITIES SERVICES 9Yr (SHALLOW SEWER) S -1 UTILITIES SERVICES r Qr (DEEP SEWER) - UTILITIES SERVICES r r CASTING S -- 3 UTILITIES SERVICES r q: S-4 UTILITIES SERVICES r Pr SHALLOW S- 5 UTILITIES SERVICES r e ¢r S- FRAME & COVER SEE PIPE OPENING A^ CUT DETAIL (S-10) q CLASSIFICATION EIGHT I y s, 4' ID 8' f 4'-0' ID STANDARD \ •--� LEVELING RINGS J "� 8' - 8' -, •T' BRANCH } 2 COURLEVELING RINGS o SEE MANHOLE PIPE tt 6 COURSES (MAX) = EFFLUENT & INVERT INFLUENT 24 3/4' DETAIL W DROP LESS 'a Li a PIPE INVERT i /-CONCRETE 6' (MIN) THAN 24' a -i C v w I 'I COVER ALL AROUND r FLEXIBLE z 6' (MIN) nr a (BY CONCRACTOR) SEE PLASTIC o I (TYP) f I I EFFLUENTO&E +-4 + ------ ���--- 6' (MIN) GASKET a n o oJ ' INFLUENT DETAIL r ;� CTYP) ,I W 1 r •� + -� ' STANDARD LONG 4'-0' ID "' 1 .." . RADIUS ELBOW SEE MANHOLE EFFLUENT ce Of RADIUS PIPE & INFLUENT DETAIL OR 5'-0' ID La t- � I OPENING DETAIL SLOPE 1 I, L24=--� (S-10) j vT FILL CONCRETE-^' EXTENDED SLAB CAST A 2'/FT A OR BRICK W/TYPE I INTERGRAL WITH MASE FILL CONCRETE OR i CEMENT MORTAR BRICK W/TYPE I °D F CEMENT MORTAR CLEVATION I ELEVATION �-- - �;E,CTION A -A SLOP_ E �I, ,+ 6 A 2'/FT / - A iF�Tif1N A -A MIN PIPE 4- 6 (TYP) INVERT FILL CONCRETE SEE PIPE OR BRICK W/TYPE A p } \ A I CEMENT MORTAR (S-10) NG DETAIL 0 I iU ELEVATION PLAN VIEW `'ECTI❑N A -A PLAN VIEW PLAN VIEW TO BE USED WHEN CUT CLASSIFICATI❑N IS OVER 6'-0' TO BE USED WHERE DROP IS 2' OR MORE. TO BE USED WHERE DROP IS LESS THAN 2' NOTES NOTES NOTES 1. SEE MANHOLE NOTES ON DRAWING NU S-4. 1. SEE MANHDLE NOTES ON DRAWING NO. S-4. 1, SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING .NO. S-3. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3 SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAILI DRAWING NO. S-11. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 4, SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. USE 5'-0' I.D, MANHOLE AS DIRECTED BY THE IRCDUS. 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES, SPACE AROUND OUTSIDE OF PIPE SHALL BE - COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE OF PIPE (FOR FIELD INSTALLATION) PIPE CONNECTION TO BE NEOPRENE BOOT - WITH STAINLESS STEEL ACCESSORIES N.P. ELEV. OF FILL CONCRETE TO BE SAME AS OD OF PIPE 2'PER FOOT SLOPE a d 1 6' (TYP) ^a a t -3' (MINIMUM) ELEVATION NOTES 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. SEE PIPE OPE DETAIL (S-10) I 3/4' ROCK (20' UPSTREAM) PIPE TO MANHOLE I- -aNNECTION TO BE NEOPRENE BOOT WITH 3/4` ROCK STAINLESS STEEL ACCESSORIES (20' DOWNSTREAM) FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATION PIPE JOINT DETAIL AT MANHOLE NOTE 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. 3/4' ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. V DRAWING DRAWING DRAWING V DRAWING DRAWING NTY NO. INDIAN RIVER COUNTY MANHOLE TYPE NO. INDIAN RIVER COUNTY MANHOLE TYPE O B n N0. INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY MANHOLE INDIAN RIVER COUMANHOLE DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF p DEPARTMENT OF PIPE OPENING DETAIL DEPARTMENT OF EFFLUENT &INFLUENT S-11 UTILITIES SERVICES . . STANDARD DEEP S-7 UTILITIES SERVICES r r A �� D R ❑ P S - 8 UTILITIES SERVICES r �r D R ❑ P S - 7 UTILITIES SERVICES r 1 �, S -1 UTILITIES SERVICES r Pa q ----1 smart roar METERS SHALL BE LOCATED IMMEDIATELY1-1/2'0 P.E LOCKING INSIDE THE RIGHT-OF-WAY UNLESS SERVICE LATERAL CURB STOPS OTHERWISE DIRECTED BY IRCDUS ,\ METER BOX w (METER NOT SHOWN W.M. - APPROVED METER BOXES z SE P.E. FLOW 90' ANGLE LOCKING CURB STOP (TO SHALL BE POLYMER CONCRETE w J SERVICE + ACCOMMODATE 5/8'0x3/4'0 METER) & FIBERGLASS z y LATERAL ool REDUCED PRESSURE PLAN VIEW 2'0 PREPUNCHED H BACKFLOW PREVENTER HOLE FOR TOUCHTONE r w I 2' �- WITH GATE VALVES 1', 1 1/2', OR 2' METER LID cl au W.M. CORP STOP ROADWAY FINISH GRADE 0 CIL 2' + - ] rul R'-0' I Z' {, y BRASS COMPRESSION l 1- i/ WYE BRANCH / 2' IN LINE DUAL J \\�z `� j�//�\\�\\ - II ~�v STOP BRASS UK WITH INTEGRAL CHECK BY IRCDUS J UNION LAN VIEW (�` METER COUPLING > � 12' �- 2'0 PREPUNCHED >- "o u HOLE FOR TOUCHTONE ? X oT ---- - L MARKER BALL CENTE<4%'x7 tINGW OPENING CL �✓ M a IN LINE DUAL. <45f'x7'MiN> W/STAINLESS 'STEEL PiN-� METER LID as + y _, CHECK BY III w ,N m FINISHED I IRCDUS METER ^X , GRADE METER PROFERTY LINE a B0X z z ZP LONG SERVICE �� CBOX NOTE ���(SEE NOTE 5) v //j/j�/���,/j//�/%j�/j//��//i�%l�/�i�/%�//%�/%�T/ice�T/SHORT NO. 3) % >�� \�i\�i�ia\�i��i,�i��i\�i\�i\�i\�i��i��i\�i\�i\�i��i��ia�i�i�i��VC CASING SLEEVE SERVICE RACE WIRE -� N WATER MAIN 2' _ P) u - - STAINLESS STEEL - -f- + ELEVATI❑N DOUBLE STRAP SERVICE SADDLE ELEVATION + 1'o(MIN) C",IST❑MER NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO PIPING (BY OTHERS) LOCATE MARKER BALL (WATER) INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS NOTES DETERMINED BY UTILITY. 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF IS' ON CENTER. ELEVATION 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW 2. ALL SERVICES REQUIRE 36' MINIMUM COVER. 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN VDIA., DUAL SERVICES SHALL BE A MINIMUM PREVENTORS. 1-1/2'DIA., TRIPLE SERVICES SHALL.BE A MINIMUM 2'DIA. AND QUADRUPLE SERVICES SHALL BE 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY APPROVED BY IRCDUS. NOTES 4. 1'DIA. & 1-1/2'DIA. LONG SERVICES REQUIRE A 2' MINIMUM I.D. CASING PIPE. 2'DIA. LONG AFTER SPECIFIC APPROVAL BY IRCDUS. SERVICES REQUIRE A 3' MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C. 1. METERS OVER S".DIA. MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR. 5. ALL METERS 2'DIA. OR SMALLER SHALL BE INSTALLED BY IRCDUS, REFER TO APPROVED 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT D BY IRCDUS. MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2'DIA.. 2. ALL METERS 2'DIA, AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. SYSTEM SHALL BE BRASS, COPPER OR DIP, AS APPROVED 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT 3. MINIMUM SIZE 177 METER BOXES, 1'DIA• SERVICE (12' X 18')) 1-1/2'DIA. AND 2'DIA. SERVICE (17' X 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 281). OF BOTTOM OF,VAUIT IS AT LEAST 1'-0' ABOVE THE HIGH WATER LEVEL. 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. S. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 4. METERS GREATER THAN 2'DIA. SHALL BE COMPOUND METERS. REFER TO IRCDUS APPROVED 6. PIPING 2-1/2'IOR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE. MANUFACTURERS PRODUCT LIST. 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2'DIA. METERS. 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL, 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE. 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. DRAWING DRAWING DRAWING INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY �/ NO. INDIAN RIVER COUNTY NO. DEPARTMENT OF WATER SERVICE DEPARTMENT OF METER BOX DEPARTMENT OF B A C K E L 0 W PREVENTER W- 9 UTILITIES SERVICES * �r W-4 UTILITIES SERVICES r r MT W-5 UTILITIES SERVICES r Qr M, 24W CO W Q 0 (n O Z V{ C O O CO, U rn Z M rn I ,F/ Cn J 04 L` (o O ; L �� If) O Z Cf) p n O . . QD Q ¢ O U X E/ > 3.cuZ p _ UO 0' OO;i roppoppi O y rn _ O i In 04 _ I R -4h, 'J ; w*_ Ln W N J O ..� U 0 O IL � 0_ { (r W tC _ Ca - - � CI n I w O a Ld Lu. Z U �� W ct Q U W L al V) C Ld Q D U- p = O } } Z m m V) m p Q LJ Ld J 0 ''y U Q Ul Q W U W 0:: _ O 0 0 U ww Q 3: ow z� J (QL~ LI ::) ry W � D� UQ 3: `/''^^ QvJ fy fy O ZZ / n J LL_ rU) V ! Q oU Q U Wz: W i- O U) v 1 ZW Q Wcn � Q U v / m W Ln DATE 6/15/06 PROJECT NO. 047608002 SHEET NUMBER P7. U C vi U O V O N N Q C O C L O _ I Q) E Y 0 a v 0 s 3 s C) s U) 6 C 1n w 0 U 0 N in Q v C v C L 0 i 41 v E Y T D C O O 0- v v v •O C O t O 0 N O i 7 O y 'C. 3 O W E U O '0 N C 0 v 0 C v- C1 0 CL E v C v 0 u 4) C C) v � v a Cl O Cl - CL Q1 N t7 3 U � •C u o C E � u d- v v O a O C:, N w C( N m C m L _T J C 0 1-- v W v D _C U COG N l > N w O C Cn W 3 E i N _J Q H v W In Q v J •� L l � GO Y l C � 4) VI � a L CTI o' Z m O v % c (IT Q a U U / U C N 0 ry0') aT W Y O L_ � •3 d- 0 C) E . CTI v 0 DETECTION TAPE I _ TRENCH WIDTH ASPHALT SURFACE - FINISHED GRADE (SEE NOTE NO 6) PROVIDE TRENCH I o 0 0 0 0 0 0 0 0 0 o b N �� ti!r'�� �������1/ SLOPE AS REQ'D TRENCH WIDTH 'W' + 4' MIN " ^ GRADE OBSTRUCTION ��yr�Sir`�% 36' (MIN) �--36' SQUARE (! �24' SQUARE PROVIDE TRENCH JUKFALL KEJILIRA IWN `w o 0 0 0 0 0 0 0 o b a_ "'''� COVER MECHANICALLY Li N _ + r �r i\. ,� 24' X 24' X 6' THICK FIBERCRETE PAD AT SLOPE AS REQ'D GRADE 6• U N ^ a - - \i\\ SAW EXISTWG EXISTING 7I EACH VALVE BDX CSHALL BE 36'x 36 IF MIN BASE o bb b n ''' �- '... �%DLOCATED IN TRAFFIC WAY) v �G y� 1 W N u, o b2 w m W r PRESSURE MAIN 4��i�w f RESTRAINED O! c0 0 0 0 0 0 0 o b o b b 6 N a JOINTS 1 CONTINUOUS 2 n ^ a N m N F, - 45' OR 22 1/2° 2'0 CURB BOX TO HOUSE _/ BENDS (M.JJ CONCRE, ONE (1) TRACE WIRE WITH DUCTILE 2 w ENCASE AS REQ'D r . IN NO. 30 4) - -- / / / / / / / / / / / / / / / F- N o 0 0 0 0 o b b b b in b b L3 PAD ., IRON LID W N .? F; N ro tY CONTINUOUS • W N N SPECIAL UTI ITY RO CIN - FITTIN TYP /%/�. 6' MAX LAYERS OR / / / / / / 2 T / / / / / / / W W '" ^ ELEVATION LIMEROCKJ SLIDE T PE - \----�- \ OTHER APPROVED //// • L` O o 0 0 0 0 o b b in b N BASE TYPE I SLIDE TYPE TYPE II MAINTAIN TRENCH W METHOD TO ACHIEVE DETECTION TAPE / / / / / / / / / / / / REPLACEMENT -o z V o = 2 = a a Ro 4 18' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. VALVE BO% WIDTH 2'-0' ABOVE p 98% COMPACTION (SEE NOTE NO 8> / / / / / / / / / / LIMEROCK BASE �+ = IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT DUCTILE IRON STAY -PUT [OVER RAISED POLYETHYLENE LETTERS MARKED: 'WATER,' 'SAN. TOP OF PIPE U - IN 3 LIFTS AT ¢ = m o 0 0 0 o n < m o m v 83 ~Z 1S REQUIRED (SEE NOTE SA) CURB STOP BOX SEWER,' OR 'REUSE WATER' AS ZD \ �0 6' (MAX) LAYERS OR _ 987• w N N N M OTHER APPROVED� `` U o 0 0 o e n c v m m » v q ���'i �� APPLICABLE N M:TROD TO ACHIEVE 98 ` (SEE NOTE 6)ZO J -- - N N N Z GRADE -� ''�\�/\ :�❑BSTRUCTION SLOPE T❑ BRASS VALVE INDICATOR I L COMPACTION �u ov y _ /- q a 36' (MIN) COVER--- LY [, /y./v\/y/y/ 1. + MAXIMUM WATER MAXIMUM WATER I r/ < ° N in - + N N N y /\\/\� LEVEL ALLOWABLE + - - 4' MAX LEVEL ALLOWABLE I �\'N�- - 4' MAX ¢ ih o w _ I 24 (MAX) `" \' \.\.\�/�/\/� fJ _ o o N v SEE NOTE NO, 2 PRESSURE MAIN /\> / \ / .a.a.a.a a.a.. DURING LAYERS DURING t- - /// ✓LAYERS AT - v ^ N "' N "' o FOR ACCEPTABLE - + ~/\ /\\/�/�/�\/\/ CONSTRUCTION CONSTRUCTION 4' + WN x CENTER A FULL LENGTH OF PIPE > O AT 98% � -�• � � �� 98% y � DEFLECTION W Z •� LJ �f� ie ro m m N a roi 1° N `0 z ENCASE AS REQ'D AT THE POINT OF CROSSING • •TYPE I • t' TYPE II 0 3/4' DIA BEDDING ROCK 12' PIPE a a? 0) V V w STANDARD UTILITY CROSSING -DEFLECTION TYPE f V 3/4' DIA BEDDING ROCK OR PEA ROCK WHERE 12 UNDISTURBED SOIL '� ELEVATION ROCK T xT - _ o� OR PEA ROCK WHERE 12' (PIPET 12' CONDITIONS REQUIRE OD OC 0 E END = -- m 0) UNDISTURBED 4 b 6 6 an, an b b D, n o 0 o MUTES ABOVE EXTENSION fiJRAP WITH = �j O) O CONDITIONS REQUIRE OD SOIL TRENCH WIDTH U "' "' N N FILTER CLOTH (n Z tv 0) 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC 6c - � ( c0 TRENCH WIDTH w PROVIDE EXTENSION MARKER m ��+ N W, ELEVATION A b % b o in b h b N b ORDERS THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE CROSSING BE AS SHOWN BALL 'W' - N N N N m m v v In o 0 o Q W ALLOWED. W O to Z ¢ 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT TRACE WIRE Ca 0�,�, I-•- 00 NOTES = b(U b b b o ay DEFLECTION. O V Q z O ELEVATION U N N m . N N ^ m m ,, c o � M W 3. IF USED. TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS �" O U V N O W Z= MINIMUM) O N0. ^ O 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED o n b b b c in b o w I- 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. 2'� BRASS �1 (n m .^. 0 NOTES a m P M o o 0 0 METHOD OF CONSTRUCTION. f N N N Fa W ■5A, USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. I,WJ a IS LESS THAN 10 INCHES. DIP SHALL BE USED FOR GRAVITY SEWER AT WATER LINE CROSSING INDICATOR EXAMPLE a) Q Q O U 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATERIALS AND SHALL Li WITH A LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT OF CROSSING, SO AS TO 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD HAVE LAPPED AND FEATHERED JOINTS. <t-1/2' MIN. THK.) in h N o b b ro ut o b in in b a J LOCATE JOINTS AT A POINT OF CROSSING, AND TO LOCATE THE JOINTS AT A MAXIMUM DISTANCE O N .� N N N N m ty= FROM THE WATER LINE. - - Z H CONSTRUCTION. 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-laD. ELEVATION P L A N VIEW Q 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC vi 5B. ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION REQUIREMENTS S OO O ,�.. O In b N b N b b `/ O O 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-100. WORKS/FOOT STANDARDS. 2 N k N m m a v In .o y BE VALVED AND ENCASEMENT BE UTILIZED BETWEEN WATER MAINS AND FORCE MAINS. 3r .� 4, MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. C� ' ' N = W 6. SEE TRACER WIRE DETAIL. M-14. Z O U 5. TRENCH WIDTH 'W' -PIPE O.D. PLUS 2'-0'. 7, TRENCH WIDTH 'W -PIPE O.D. PLUS 2'-0'. Z r-wy 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL NATES Z 0. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN V W A v) a in b in b b in b in in b L9i, q TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE NOTES _ 4; 0) X 6. 2' VIDE DETECTION TAPE WITH METALLIC BACKING IN BE INSTALLED OVER MAIN 1' BELOW BELOW SURFACE. TAPE TO BE MARKED -'CAUTION. WATER LINE BELOW, CAUTION- FORCE -3 n' f° 0 ' n n m a, ^' Z Z ES _ O SURFACE. TAPE TO BE MARKED -'CAUTION, WATER LINE BELOW', CAUTION, FORCE MAIN BELOW', OR wow W GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL L ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS 1 '5 I = . 'CAUTION REUSE WATER MAIN BELOW'. TRACE WIRE SHALL ALSO BE USED CONTINUOSLY ON ALL MAIN BELOW', N 'CAUTION, REUSE WATER MAIN BELOW'. TRACE WIRE SHALL BE USED W J a1 SEPARATION EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAINS, 2. PERMANENT LAND MARKERS ARE TO 8E USED OVER AL } N N 1 PIPE. (SEE DETAIL M-14). CDNTINUOSLY ON ALL PIPE. (SEE DETAIL M-14). w b b N in in b in b b b b b N b oc O. m m N 10 m a. In m o. N v .o LJ 0 C TELEPHONE LINES, CABLE LINES, IRRIGATION MAINS, ETC.) L F.M. VALVES (SEE M-II)LIJ to 7, ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. ¢ N N N Zy� B. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL 3. LOCATE MARKER BALLS ARE TO BE PLACED ADJACENT TO ALL VALVE BOXES I. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER _I i W JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER W H w TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM THE TOP OF THE 4. SEE TRACER WIRE DETAIL. M-14 GREEN FOR FORCE MAINS _ a, .. J JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT, r wrw e e a z z ¢ _ BANKS OF ANY BODIES OF WATER (1.E. STORMWATER PONDS, CANALS, ETC.) PURPLE FOR REUSE WATER `L y N _J o N m o e o ro iv m �z4o 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM HORIZONTAL 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. CSEE W-1) �_ , 2, BRASS VALVE INDICATOR T❑ BE PROVIDED WITH ENGRAVED r, Y W a.�`5� '� N N N c) V d a SEPARATION OF 10' EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN. S. REFLECTIVE MARKERS FOR- FIRE HYDRANT - BLUE DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE) o V) WATER MAIN VALVE -WHITE FORCE MAIN VALVE - GREEN m REUESE MAIN VALVE - PURPLE N INDIAN RIVER COUNTY v DRAWING INDIAN RIVER COUNTY V DRAWING V DRAWING V DRAWING V O•- O TRENCH DETAIL NO. TRENCH DETAIL NO. INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY DRAWING DRAWLING 3 � DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF RESTRAINING a NO. INDIAN RIVER COUNTY P (UNPAVED EASEMENTS) M-1 UTILITIES SERVICES . * DEPARTMENT IC o UTILITY CROSSINGS VALVE AND B❑X DEPARTMENT OF VALVE BOX PAD UTILITIES SERVICES * (PAVED AREAS & SHOULDERS) DEPARTMENT OF o M - UTILITIES SERVICES * * SCHEDULE AND NUTES M - 3 UTILITIES SERVICES M-4 UTILITIES SERVICES * M - S UTILITIES SERVICES * M-6 P yuc za•. L ..... zw. Rl P - -ASBUILT 8' PLUG a`.,.. }- INST. LOCATE o 0 STA. 0+00 NOTE( A MINIMUM TEXT SIZE INDIAN RIVER COUNTY INDIAN RIVER COUNTY W - 3' FIBERGLASS POST-7FINISH GRADE f MALLKMETERLBOXES - IN Ei o T.O.P. EL 4.s3 1/s• SHALL BE REQUIRED DEPARTMENT OF UTILITY SERVICES DEPARTMENT OF UTILITY SERVICES GENERAL INFORMATION TO BE SHOWN r- ASBUILT 8' P.V. R-6 TURNS ON ALL ASBUILT SURVEY'S C EDGE r ENT ✓ k a r�r yi MET eox ,rc/ Z J PRM m STA. 0+37 AS -BUILT REQUIREMENTS SURVEY REQUIREMENTS ON AS -BUILT AND SURVEY DRAWINGS Z ` 12" / r w• T.O.P. ER40 1. All as -built drawings (24"x36•') shall state in 1" lettering "AS -BUILT" located in the bottom right I LOCATE TAPE--'-"-� f °' hand side of the drawing original and/or copies, along with the as -built date. Y m SIZE OF MAIN + - L r - 1. All Construction and/or Route surveys shall meet the minimum requirements of the 1. Existing right-of-way limits and/or easements within the limits of construction. U TTE�iilMT0_XWE ASBUILT 8' 90' BEND CONSTRUCTION INTO EXISTNG 7" STA. 0+62 Chapter 61 G67, Florida Administration Code Pursuant to section 472 of the Florida W � \-CONTINUOUS /10 STRANDED M0WHENT WITH KNOVN 2. All state plane coordinates shall be based on the Florida State Plane Horizontal data (East COPPER TRACE WIRE STATE PLANE ODOR➢[NATE T.O.P. EL. 4.42 Statutes. 2. Survey baseline stationing every 100', control points set every 500', and at angle change of D AND PL ON COORDINSPUILTS. �- Zone); or Florida High Precision Geodetic Network (superstation) and NAD 83/1990 - final C9 f9 =qq ASBUILT 8' FORCE MAIN adjustment. direction. z Lj w M ELEVATION -SERVICE DETAIL w G` PAVEMENT o 2. All state plane coordinates shall be based on the Florida State Plane Horizontal ., SERVICE STRIP 4` (MIN) ASBUILT 8' 22 1/2' BEND data (East Zone); or Florida High Precision Geodetic Network su erstation and 3. Show cross section elevations at grade every 100' for gravity sewer line construction and 500' Z lil o 3. All elevations shown shall be based on 1929 NGVD. ( p ) for water line and force main construction. Elevations that reflect any significant change in U � M � 3 � F.M. UNDER W.M. - � - % STA. f+15 OFFSET TR M HALF HITCH R ALL SERVICE TMS, N N r-�`D 83/1990 - final ad e, EACH END or A11 FITTINGS /E CASEMENT T.O.P.TOPEL. 4.89 STA. l23+l8 (t8' L) adjustment. � Z Z W.M. T O.P. EL. 6.44 /_ __ _ _- 4. All incoming as -built drawings rade between the previously stated footage shall be shown on plans. w <[ O '-' STRIP 4" MINIMUM ASBUILT S' 22 1/2°BEND F.M. UNDER SAN. S. 9 gs (24"x36") shall be received on a CO.CDas an electronic copy, Q -� - w \ AIR RELEASE -� STA. 1+22 OFFSET 7'R F.M. T O.P. EL. 5.50 Autocad 2000 format, with a tie to a minimum of two (2) state plane coordinates. (NOTE: Prior 3. All elevations shown shall be based on 1929 NGVD. 4. Existing parcels, tracts, and lot corner locations shown with front footage dimensions per plat .� m -DEPTH OF COVER 1 VALVE OVER W.M. T.O.P. EL. 6.52 SAN. S.TO.P. EL. 6.40 to submitting the electronic copy. py, one (1) copy of each as -built shall be submitted for review and when platted. If construction project is along back of lots, then show back lot dimensions. n q ) STA. f+s8 ASBUILT A.R.V. TAP approval. After all approvals, a (24"x36") Mylar reproducible along with five (5) signed and 4. All incoming route construction survey drawings shall be received on a CD, as an O <krrN.M. T-O.P. EL. 6.43 STA. 1+28 OFFSET 7'R ASBUILT 8' SLEEVE sealed copies of each as -built shall be submitted.) electronic copy, AutoCad 2000 format, with a be to a minimum of two (2) state 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD. O S1EP 1 STA, 122.25 (18' LEFT) plane coordinates. (NOTE: Prior to submittingthe electronic co Z T.O.P. EL. b.32 COm m 3' P.V. 5. All engineering or surveying as -built drawings shall be tied to a minimum of one (1) permanent;0 r copy, one (1}copy of � Q m 11' - R-1/4 TURN each as -built (24"x36') shall be submitted for review and approval. After all 6. Existing utilities as located in field (water, sewer, telephone, electric, cable TV, etc.) (NOTE: o CORNER reference monument (P.R.M.) that shall be tied to a minimum of one (1) section comer or pP ( ) Y p 9 O g y y g p y PLAN VIEW approvals, a 24"x36" Mylar reproducible along with five 5 signed and sealed Sunshine One to be contacted b surveying firm prior to survey locate; with the intent of Q L'•I w FINISHED GRADE t,, o OF BLDG. one-quarter (1/4) section corner whichever is closest to the project. State plane coordinates w Z Z Y J TWISTS MI STA. 2+75 k W copies of each as -built shall be submitted. county excavation.) -I � U shalt be physically shown on the drawing next to the P.R.M. used. ¢ N ¢ w F.M. UNDER TEL. R/W v 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) (jj Wp �p V �,. a ?F WITH TRACE WIRE HOUSING w + g 6. All utility as -built construction located within the rights-of-way, easements and alike shall be tied 5. All construction surveys shall be tied to a minimum of one (1) permanent reference STEP z WITH CAP F.M. T O.P. EL. 5.35 " � m CU . TO TEL. EL. 6.25 0 + h easementsetceve o a h = to the respective rights -of way, , ., every 1,000 feet and change of direction. monument (P.R.M.) at the end of each project. One P.R.M. shall be tied to a g, Existing curbs, driveway widths and types. Z CufU R/W M Orr W minimum of one (1) section corner or one-quarter (1/4) section comer whichever is • • A ; r; ��,:• - PROP. LINE >,• O y closest to the project. State lane coordinates shall be y a 5 WRAPS MIN / 7. All utility as -built construction plans that are located within a distance of one 1 mile from an P 1 p physical) shown on the 3+ lU 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations. • • T � 7 i'�-•-•�-T Indian River County Global Positioning System (G.P.S.) control project monuments shall be tied drawing next to the P.R.M. Used. ) �I STEP 3 CONTINUOUS /10 STRANDED A �N� into the project from one (1) on-site Permanent Reference Monument (P.R.M.) subdivision v 121+00 122+00 123+00 10. Existing swales and/or ditches and elevations every 100' at top and bottom if within area of COPPER TRACE WIRE I I I Corner, or site plan project corner. 6. All surveys that are required for the use of engineering design, and are located y q g g 9. construction. soLOER a 8' SAN. S. within a distance of one 1 mile from an Indian River Court Global Positioning Q ■ ASBUILT 8 P.V., () Y County g J <EXISTING) R-4 TURNS 8. All as-buiits shall clearly depict as -built utility Imes that were constructed along with their System (G.P.S.) control project monuments, shall be tied into the GPS monument 11. Existing fences. PLACE OVER PIPE IN VALVE LOCATION STEP 4 / STA. 122+74 respective easement (if required). As-builts will not be accepted unless the verbiage from one (1) permanent reference point or the subdivision comer that is along the HALF HITCH J HALF HITCH O T.O.P. EL. 4.40 "Proposed" and/or "To Be constructed" have been revised to read "AS -Built". As -built survey route and shall then be tied to the survey base line. 12. Existing trees and/or shrubbery. BEHIND EACH EACH SIDE OF Construction drawings with, to be constructed terminology, will not be accepted. -� MAIN LINE SPLICE DETAIt< BELL ALL VALVES NOTES ELEVATION -VALVE BOX 7. Horizontal Control Monumentation for utility Ines shall be a minimum of two (2) 13. All other non-movable items such as mailboxes, Dag poles, etc. AI 1. ITALICIZED PRINTING , SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE 9. All as-builts shall be certified by the project engineer or contracting surveyor. Q NOTES ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE MYLAR) ASBUILT SURVEY DRAWINGS( ORIGINAL ASBUILT points at a maximum of 1,400 feet between points and shown on all plans. SURVEY'S TO BE SIGNED, SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL ALSO BE 14. All street names. ♦ ^ PROVIDE N N ♦,/ , NOTES D D A CD I AUTO CAD 2000 FORMAT OR LATEST VERSION. 10. All projects, which utilize lift stations, shall specify on plans as to whether or not subject lift 8. Vertical Control i. MARKER T❑ BE PLACED DIRECTLY OVER PIPE. 2. BASELINE OF CONSTRUCTION 6 STATIONING DF (TENS TO BE ON THE CENTERLINE OF THE ROADWAY. stations are t0 remain private or are t0 be dedicated to the court (when required) for linear utility lines, such as sewer, shall have a Z 2. MARKER T❑ BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY 3. TOP OF PIPE ELEVATIONS i STATIONING TO BE TYPED, LISTED, SEALED 6 SUBMITTED FOR THE ENGINEER TD county. LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS. maXlmUm Of 1,100 feet between existing construction or established benchmarks. 1. TRACE WIRE IS REQUIRED ON ALL PIPES. IRCDUS, y. INCLUDE ALL COST OF MATERIAL de LABOR IN PRICE OF PIPE. 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE. 11. All fire hydrants and valves shall be located with state plane coordinates and shall be identified 5, CONTRACTOR TO PROVIDE NAME Of BUSINESS OR RESIDENCE, STREET ADDRESS AND TAX I.D. NUMBER FOR ALL \\\ 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. PROPERTIES ADJACENT TO LINE EXTENSIONS. Onthe aS-bUllt. � O /� AND REUSE MAIN VALVES. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE). 6. ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE. EXISTING UTILITY LINES SHALL BE G+ 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' WRAP W/3 ALTERNATING LAYERS TAPE, COVER WITH WATERPROOFING COMPOUND AND HEAT SHRINK WRAP. SHOWN WITH A THIN DASHED LINE. PRODUCTS LIST. 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 7. ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE PARCEL ID 0 INDICATED IN PLAN, 12. All as-buills shall be complete and approved before commencement of field test. LU 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. �%� W V DRAWING V DRAWING V DRAWING DRAWING �/ / INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY TRACE WIRE NO INDIAN RIVER COUNTY A S -BUILT DRAWING N0. INDIAN RIVER COUNTY A S -BUILT NO. INDIAN RIVER COUNTYCONSTRUCTION/ROUTE DRAWING DRAWING Q DEPARTMENT OF PERMANENT DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF A C O N S T R U C T I O N/ R ❑UTE ►ro• INDIAN RIVER COUNTY A S -BUILT /SURVEY N❑• Q DEPARTMENT OF DEPARTMENT OF UTILITIES SERVICES P. LAND MARKER....., M- 7 UTILITIES SERVICES P, DETAILS M-14 UTILITIES SERVICES (EXAMPLE) M-15 UTILITIES SERVICES ** REQUIREMENTS M-16 SURVEY REQUIREMENTS - M 16 UTILITIES SERVICES * REQUIREMENTS M-16 L :< UTILITIES SERVICES . ( A) A R......•I. (B) U U j Q !!^^ Q vJ ♦^ O Li z Z D LL C!) U/ Q 0 J � U U W W Z �I-0 W M< W Z I'T Q_ W..UJ U) ` Q v m W V DATE 6/15/06 PROJECT N0. 047608002 SHEET NUMBER P8 r U 41 f ! �. SOD v �,� � � % ,... ..,. •� "" ._ . �in ..� .,_. �..._.. �• ' 1 fes' �.�!;�n-.. �i I 16 SOD SOD T I `�: _. .. 'fI / \ td 3 dY :3 .':r r:':, -. •g . -.. ,.t: v_.... ,. ^' vz': /'SIF ' �t �, Q [`•' �_!,• ,a rar.;,}!.: ifrlT;.r• `s-rr. IVI i is}l;ril7sy •Z t, �' i Y. . '..l ?.'..is 1 _. i1! : ..._L• %. , . A TsFS' SOD -}., ,9 0*0 OM fi a' s VP `°.'.'.' Y F.:: ,_ - . !.; r � V • 0 } �, f �' {, •ft .jJ, �lv-, 1 tc LL Ci r f as clr.S... IN I i/r� - �. f i �s:•,.; ` ` / ry d,. MG s Z S ui IdF fi r , g ! S Rk VI9 o } f;G��,r 7flSIP ( •V j ' �'a 1` , ,v: ,!�`�.^�.;S 3�#"'; 311 c` ,y,": '•s NII,...'.: :."1 Iv M ..r' jr`'J _ - ! T?. '� { i i ER m .^ J� : I i Q Ir 9 IL _ SOD /i I i I I f III °_ .'.. �,,, y�". 'meq I O --------- •' - Ji I I ER O E ""~ r' J.. "°" ✓'�Y el ! , ..y gx.,, ;.,-a. _. ya .`:'" :`� } t5a ... ... I i i . # I ' I •i 4 }: t I ill �I;i Oi r i , R IN 3 } I r r [ E .-., ..1;,;+ti "�• r.S n.MG I! I a ov z_N AVEN VIB ` �s _pRpa���, (e^ Aga -o 3 ! ( i $ i S ' ...".... ...._ i r�ii1,'1 ^',I: 1Plr x :'?'- r;.'9 v -1r ,"•'�i' `? ° t• - .,...... ,......,. .i .____-. .. __ _._,. . ,...... .,.._....,» i ?i� 13 N, 1 ' ! I j IOU i , I 3 r till—�,--❑-- .— a ❑ -❑ - ❑ a ❑ o ❑ ob ❑ o a ❑ U s 3 3 s # } i 1 «�+i_'�'°'i r't ''S '� _ ( i' �I +, .�•' { : o �. o o Iii 1 + IC 1 I• r,t t ! . 1 t � a 5 .. �r � -',: ;i is •,;•_ � i 1 , } 1 Q m iCL E 71 } i1 3 n • I t � a i .IN. Q I !! 1 r QV FRR ER IC MG e IN J IC 8.5 VIB S ! 4 •� 3 .. ...., i y d • VIB .._ • .. .,k ! �I� I 1 • 1 !c f I h — 3 I 9 r ! i a^ L \ ❑ SP ¢ IN y JA A / , ! I! O MG 3 ria" i - �' q I; y n Z W Q N BASELINE OF SURVEY FOR COUNTY ROAD 512} J T., 1 "'ti N AD T _ J m ai U i N � O Landscape Material Schedule I: i N TREES AND PALMS Q SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE SPECIFICATIONS COMMENTS J o l N IC 28 Ilex cassine Dahoon Holly 9'x 4' 30 gal_, full head Single trunk a l Tx 3Pyramidal shape, full to c Closely matching IN 30 Ilex'Nellie R. Stevens' Ilex Nettie StevensS#evens ground J MG Magnolia'Blanchard' Magnolia'Blanchard' 12' ht. x 6' Single, straight trunk 17 spr., 3" cal. � v QV 50 Quercus virginiana Live Oak 12' ht. x 4'-6' spr., 3" cal. 5'-7'spread, 2"-3" cal. < a J 01 SP 69 Sabal Palmettoab a ge Palms o.a Slick, straight trunks Hurricane cut, 7 C stagger heights _0 SHRUBS AND GROUNDCOVERS ❑ m SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE SPECIFICATIONS COMMENTS �Q c VIB 450 Viburnum suspensum Sandankwa Viburnum # 3, 18" x 18" Full to base 24" o.c. V O Z) U JAY 169 Wax Jasmine # 3, 14" x 14" 24" o.c. J � Full to base p � Jasminum volubile J s ER 414 Eragrostis J Love Grass # 1 u 18" O.C. ^3 j LAN 346 'Florida Red Mound' 4" Pots Full Lantana camara 18" O.C. o MUL TBD Shredded Grade B Cypress Mulch For planting beds a� E c SOD TBD Stenotaphrum secundatum St. Augustine Grass Sod, 100% insect/disease/weed free, laid C: E 'Floratam' tight +s u C O a 12 L F M LLJQ z 0 50 100 SCALE AS SHOWN V) Q N W Q_ Landscape Calculations: Sebastian Crossings Blvd ♦� v/ z° Required: Proposed: V O 408 LF Frontage .fes vZ C o rn CO U 0)C/) NOTES: LL _! z M rn 1 Tree per 25 LF 17 12 Oaks* C � w _J � - Plant quantities are provided for convenience. In the event of quantity discrepancies, the drawing shall take precedence. —� 11 Magnolias*�— -- C) 0O _� 0 23 Palms o 18 ^ 0 All plantings shall include 3" of shredded Grade'B" Cypress mulch. WN v LL� N til o All landscaped areas shall be fully irrigated with an automatic irrigation system to provide 100 /o coverage. L.L. z W Q O County Road 512 ` _ E 7 z > c All landscaping shall be installed to sound nursery practices and shall be Florida No. 1 or better as 'Grades Standards for Nursery Parts I and II, State of Flori-a, Department of L.L. 3. c given in and plants, Agriculture. Q Z'0 219 LF Frontage0freopp, l— a 00 •j No substitutions shall be made without written authorization from the L.A. or Owner z MM co 1 V' 10' Wide Buffer MIN. Vi _J Canopy Trees (4 / 100 I.f.) 9 6 Magnolias_ m W 18 Palmscn U) a Understory Trees (5 / 100 I.f.) 11 180 0 +•r N N O a- Hedge Continuous 1.,9'- 2.5' High yes Berm 1.5'- 3' High yes ¢ cc z C z n Additional Landscape Requirements v w � a' z Q Offstreet Parking - 1 Tree / 5 Spaces w 12 4 Oaks z 8 Palms U) ��—, 0 o 0 .. Um Open Space - 1 Tree / 2,000 s.f. n 0- (45, 708 s.f.) 6 Oaks Y < 20 20 Palms o Z m } m Adjacent Properties - 1 Tree / 35 I.f. (n (1,538 CO 0 Lf.) � 2 � 44 28 Oaks* Q V)Q w In 0 0 U *Additional Oaks placed in Sebastian Crossings Blvd. buffer rather than along north property where heavy vegetation already exists. DATE 6/15/06 PROJECT NO. 047608002 SHEET NUMBER C9 ♦� v/ Q E Q ��^^ vJ O - .fes vZ LL_ .... NOTES: LL _! � Q Plant quantities are provided for convenience. In the event of quantity discrepancies, the drawing shall take precedence. —� 0U L�/L All plantings shall include 3" of shredded Grade'B" Cypress mulch. WN v LL� o All landscaped areas shall be fully irrigated with an automatic irrigation system to provide 100 /o coverage. L.L. z ` _ All landscaping shall be installed to sound nursery practices and shall be Florida No. 1 or better as 'Grades Standards for Nursery Parts I and II, State of Flori-a, Department of L.L. IU given in and plants, Agriculture. Q l— No substitutions shall be made without written authorization from the L.A. or Owner z MM co z Q Vi < U m W U) DATE 6/15/06 PROJECT NO. 047608002 SHEET NUMBER C9 NOTES: A. WASHINGTONIA PALMS SIMILAR W/BOOTS INTACT. B. SEE PLANS AND SPECS. FOR PALMS W/ BOOTS TO REMAIN ON TRUNK. C. FINAL TREE STAKING DETAILS AND PLACE- d MENT TO BE AP- PROVED BY OWNER. D. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. OVERALL PALM HEIGHT MEASURED TO TOP OF BUD) CLEAR WOOD (MEASURED TO BOTTOM OF LEAF SHEATHS) GRAY WOOD (MEASURED TO TOP OF HARDENED TRUNK) Li. =11=11 0 Palm Planting Detail C SECTION NTS T1Nq,AMETERALI /120' 120' 10'� B Large Tree Planting Detail SECTION 0 14or Larger) (' 9 ) NTS 1. MINIMUM OF NINE (9) 1. PROTECT TREE TRUNK WITH E u U 2. #10 GAUGE WIRE (NOTE FOR rn MULTi-TRUCK TREES, GUY TO M STRONGEST TRUNK AT CENTER). 120• / 0 TO PROTECT TRUNK. SPACE EVENLY AROUND TREE. } REFER TO PLANT + + + 4. 3" MINIMUM OF CYPRESS MULCH v CO u O PLAN O PLAN MEW E N ° DRIVEN PENETRATE THROUGH 6. FINISHED GRADE o N a. IN 7. TOP OF ROOTBALL MIN. 1" C n. ABOVE FINISHED GRADE 1 2 Q Q 5 7 8. B & B OR CONTAINERIZED a .0 AT MIDPOINT AND AT BASE. p,� O ROOT BALL REQUIREMENTS). a O N J U grown stock of the some variety. AS SPECIFIED. Q ENTIRE LENGTH OF PLANTING F-- AREA TO WITHIN 6" OF BACK LtJ o D PAVEMENT. pracrices for a minimum of two (2) growing seasons and have attained adequate root and top REFER TO NOTE 0.3 OF WRITTEN W SPECIFICATIONS FOR ADDITIONAL CIL o Q U 0 U) ° for clarification prior to the submissions of bids. I. Z C Q a. The Contractor shall sod all areas that are not paved or planted as designated on the drawings VJ N N. Fine Grading 7 A. CONTRACTOR SHALL ASSURE "! U PERCOLATION OF ALL PLANTING type, and free from weeds, fungus, insects and disease of any kind. O a� � N B. FINAL TREE STAKING DETAILS 0 2. The Landscape Contractor shall fine grade the lawn and planting areas to bring the rough grade up to AND PLACEMENT TO BE final finished grade allowing for thickness of sod and/or mulch depth. This Contractor shall fine grade C a, U 3 E a � iYP. SUBSTITUTED FOR WOOD _J 5 z m 10 APPROVAL BY OWNER OR 1<- v LcJ Detail � o DATE 6/15/06 CF NO. 0476082002 _J P10 O L v C W CL �' Q a V) C D •- Z a Q a _J v C D ° O Y Q n U w / c N O O � O U O LID �cY a- t 0 0 E N C +s 3 100 0 N 'n NOTES: A. WASHINGTONIA PALMS SIMILAR W/BOOTS INTACT. B. SEE PLANS AND SPECS. FOR PALMS W/ BOOTS TO REMAIN ON TRUNK. C. FINAL TREE STAKING DETAILS AND PLACE- d MENT TO BE AP- PROVED BY OWNER. D. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. OVERALL PALM HEIGHT MEASURED TO TOP OF BUD) CLEAR WOOD (MEASURED TO BOTTOM OF LEAF SHEATHS) GRAY WOOD (MEASURED TO TOP OF HARDENED TRUNK) Li. =11=11 0 Palm Planting Detail C SECTION NTS T1Nq,AMETERALI /120' 120' 10'� B Large Tree Planting Detail SECTION 0 14or Larger) (' 9 ) NTS 1. MINIMUM OF NINE (9) 1. PROTECT TREE TRUNK WITH GOOD PALM FRONDS BLACK RUBBER HOSE. 2. PRUNE AND TIE FRONDS WITH 2. #10 GAUGE WIRE (NOTE FOR HEMP TWINE. CABBAGE PALMS MULTi-TRUCK TREES, GUY TO TO BE "HURRICANE CUT" STRONGEST TRUNK AT CENTER). 120• / 3. THREE 2" X 8' LODGE POLES TO PROTECT TRUNK. SPACE EVENLY AROUND TREE. } REFER TO PLANT + + + 4. 3" MINIMUM OF CYPRESS MULCH 120. 120' COMPACTED OR AS SPECIFIED. 3/4" CARBON STEEL BANDS PLAN TO HOLD BATTENS IN PLACE. PLAN MEW E %%UNO NAILS SHALL BE 5. SOIL BERM TO HOLD WATER. DRIVEN PENETRATE THROUGH 6. FINISHED GRADE OCCLUDING LAYER TO (SEE GRADING PLAN) WATER TABLE OR TO A IN 7. TOP OF ROOTBALL MIN. 1" RELATION TO OF �� ABOVE FINISHED GRADE 1 2 Q Q 5 NECESSARY) TO BATTENS 8. B & B OR CONTAINERIZED a (SEE SPECIFICATIONS FOR AT MIDPOINT AND AT BASE. p,� O ROOT BALL REQUIREMENTS). VARIES) O B. 3" SPECIFIED MULCH 9. PREPARED PLANTING SOIL FOR A PARKING ISLAND PLANTING SITUATION, grown stock of the some variety. AS SPECIFIED. ENTIRE LENGTH OF PLANTING 3 10. ROOTBALLS GREATER THAN AREA TO WITHIN 6" OF BACK Plants collected from wild or native stands sholl be considered nursery grown when they have OF CURB OR EDGE OF 24" DIAMETER SHALL BE PAVEMENT. pracrices for a minimum of two (2) growing seasons and have attained adequate root and top REFER TO NOTE 0.3 OF WRITTEN 4 PLACED ON MOUND OF SPECIFICATIONS FOR ADDITIONAL ► UNDISTURBED SOIL TO M. Materials List PREVENT SETTLING 3. Sol Preparation: Prepare loose bed four (4) inches deep. Apply fertilizer at rate of twenty (20) pounds per one thousand (1000) square feet. Application shall be uniform, utilizing approved I 5 ROOTBALLS SMALLER THAN for clarification prior to the submissions of bids. I. 24" IN OIA. MAY SIT 4. Sodding 6 ON COMPACTED EARTH. a. The Contractor shall sod all areas that are not paved or planted as designated on the drawings VJ within the contract limits, unless specifically noted otherwise. N. Fine Grading 7 A. CONTRACTOR SHALL ASSURE "! b. The sod shall be certified to meet Florido State Plant Board Specifications, absolutely true to varietal PERCOLATION OF ALL PLANTING type, and free from weeds, fungus, insects and disease of any kind. have been rough graded by others. Berming as shown on the drawings shall be the responsibility of the 8 PITS PRIOR TO INSTALLATION. ii C. Sod panels shall be laid tightly together so as to make a solid sodded lawn area_ Sod shall be laid B. FINAL TREE STAKING DETAILS CL:II 2. The Landscape Contractor shall fine grade the lawn and planting areas to bring the rough grade up to AND PLACEMENT TO BE final finished grade allowing for thickness of sod and/or mulch depth. This Contractor shall fine grade irrigated. If, in the opinion of the Owner, top -dressing is necessary after rolling to fill the voids APPROVED BY OWNER. between the sod panels and to even out inconsistencies in the sod, clean sand as approved by the transporting soil within the site. 9 C. "TREE SAVER" 12 ANCHORING SYSTEM MAY BE iYP. SUBSTITUTED FOR WOOD STAKING SYSTEM UPON z m 10 APPROVAL BY OWNER OR LANDSCAPE ARCHITECT Tree Planting Detail oSmall SECTION (Less Than 14') NTS NOTES: A. WASHINGTONIA PALMS SIMILAR W/BOOTS INTACT. B. SEE PLANS AND SPECS. FOR PALMS W/ BOOTS TO REMAIN ON TRUNK. C. FINAL TREE STAKING DETAILS AND PLACE- d MENT TO BE AP- PROVED BY OWNER. D. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. OVERALL PALM HEIGHT MEASURED TO TOP OF BUD) CLEAR WOOD (MEASURED TO BOTTOM OF LEAF SHEATHS) GRAY WOOD (MEASURED TO TOP OF HARDENED TRUNK) Li. =11=11 0 Palm Planting Detail C SECTION NTS T1Nq,AMETERALI /120' 120' 10'� B Large Tree Planting Detail SECTION 0 14or Larger) (' 9 ) NTS 1. MINIMUM OF NINE (9) 1. FINISH GRADE GOOD PALM FRONDS 2. BACKFILL WITH PREPARED 2. PRUNE AND TIE FRONDS WITH PLANTING SOIL MIX HEMP TWINE. CABBAGE PALMS AS SPECIFIED. TO BE "HURRICANE CUT" BEST FACE OF SHRUB/ 3. 5 LAYERS OF BURLAP FRONTDCOVER O FACED: + TO PROTECT TRUNK. + 4. FIVE 2" X 4" X 18" WOOD REFER TO PLANT + + + BATTENS. SCHEDULE FOR SPACING 5. SECURE BATTENS WITH 2- MAINTAIN 12" DEAD ZONE 3/4" CARBON STEEL BANDS AT BED EDGE TO HOLD BATTENS IN PLACE. PLAN MEW E %%UNO NAILS SHALL BE HOLE DRIVEN PENETRATE THROUGH %%UINTO PALM. HEIGHT OF OCCLUDING LAYER TO BATTENS SHALL BE LOCATED WATER TABLE OR TO A IN DEPTH 7R'�oTOpASSURE RELATION TO OF EROFF DRAI3/4• RTHAEnFHpEIIGpHTTF I� (�4F0 H'" LODGE POLES. A AND NAIL IF 1 2 Q Q 5 NECESSARY) TO BATTENS 7RBAOPEIB�TTOhILTO AND 2" X 4" STAKES. FLAG recommended by the manufacturer. AT MIDPOINT AND AT BASE. & WATER TABLE. (DEPTH 7. PROVIDE FLAGGING VARIES) O B. 3" SPECIFIED MULCH ($) FOR A PARKING ISLAND PLANTING SITUATION, grown stock of the some variety. 9. BERM SOIL TO HOLD WATER 10, FINISH GRADE 11. 2" X 4" X 24" (MIN) P.T. WOOD STAKES (TYP.) NAIL TO SUPPORT POLES 12. PREPARED PLANTING 1 SOIL AS SPECIFIED 1. 5 LAYERS OF BURLAP TO PROTECT TRUNK 2. TWO STEEL BANDS TO SECURE BATTENS 3. FIVE 2" X 4" X 18" WOOD BATTONS 4. 3-2" X 8' LODGE POLES. NAIL (DRILL AND NAIL IF NECESSARY) TO BATTENS 2" X 4" STAKES. FLAG AT MIDPOINT AND AT BASE. 5. 3" MINIMUM OF CYPRESS MULCH COMPACTED OR AS SPECIFIED_ 6. SOIL BERM TO HOLD WATER. 7. FINISHED GRADE (SEE GRADING PLAN) 8. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 9. B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 10. 2" x 4' x 3' (MIN), P.T. WOOD STAKES BURIED 3" BELOW FINISHEDRA G DE. 11. PREPARED PLANTING SOIL AS SPECIFIED. 12. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. C. "TREE SAVER" ANCHORING SYSTEM MAY BE SUBSTITUTED FOR WOOD STAKING SYSTEM UPON APPROVAL BY OWNER OR LANDSCAPE ARCHITECT. ROW 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT 3. 3" MINIMUM OF CYPRESS MULCH COMPACTED OR AS SPECIFIED 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUDCOVER BED. 5. FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND - COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. oShrub / Groundcover Planting Detail SECTION NTS E- Poor Drainage Condition Detail SECTION NT 0 S General Landscape Specifications and Notes A. Scope of Work 1. The work consists of furnishing all labor, materials, equipment, tools, transportation, and any other appurtenances necessary for the completion of this project as shown on the Drawings, as included in the Plant List, and as herein specified. 2. Work shall include maintenance and watering of all planting areas of this Contract until Certification of Acceptability by the Owner. B. Protection of Existing Structures All existing buildings, walks, walls, paving, piping, and other items of construction and planting already completed or established shall be protected from damage by this Contractor unless otherwise specified. All damage resulting from negligence shall be repaired or replaced to the satisfaction of the Owner. C. Protection of Existing Plant Materials Outside Limit of Work The Contractor shall be responsible for all unauthorized cutting or damage to trees and shrubs existing or otherwise, caused by careless operation of equipment, stockpiling of materials, etc. This shall include compaction by driving or parking inside the drip -line or the spilling of oil, gasoline, or other deleterious materials within the drip -line. No materials shall be burned where the heat will damage any plant. Trees killed or damaged so that they are misshapen and/ or unsightly shall be replaced at the cost to the Contractor of One Hundred Dollars ($100) per caliper inch on an escalating scale which adds an additional twenty (20) per cent per inch over four (4) inches caliper as fixed and agreed liquidated damages. Caliper shall be measured six (6) inches above ground level for trees up to and including four (4) inches in caliper and twelve (12) inches above ground level for trees over four (4) inches in caliper. D. Materials 1. General Samples of materials as listed below shall be submitted for approval, on the site or as otherwise determined by the Owner. Upon approval of samples, delivery of materials , cy begin. MATERIALS SAMPLES Mulch one t cubic foot Topsoil one 1 cubic yard Plants one (1) of each variety 2. Plant Materials a. Plant species and size shall conform to those indicated on the drawings. Nomenclature shall conform to STANDARDIZED PLANT NAMES, 1942 Edition. All nursery stock shall be in accordance with GRADES AND STANDARDS FOR NURSERY PLANTS Parts I and II, latest edition published by the Florida Department of Agriculture and Consumer Services. All plants shall be Florida Grade No. 1 or better as determined by the Florida Division of Plant Industry. All plants shall be freshly dug, sound, healthy, vigorous, well -branched and free of disease and insects, insect eggs and larvae and shall have adequate root systems. Trees for planting in rows shall be uniform in size and shape. All materials shall be subject to approval by the Owner. Where any requirements ore omitted from the Plant List, the plants furnished shall be normal for the variety. Plants shall be pruned prior to delivery only upon the approval of the Owner. b. Measurements: The height and/or width of trees shall be measured from the ground or across the normal spread of branches with the plants in their normal position. This measurement shall not include the immediate terminal growth. Plants larger in size than those specifies in the Plant List may be used if approved by the Owner. If the use of larger plants is approved, the ball of earth or spread of roots shall be increased in proportion to the size of the plant. . c. Inspection: Plants shall be subject to inspection and approval at the place of growth, or upon delivery to the site, as determined by the Owner, for quality, size, and variety, such approval shall not impair the right of inspection and rejection at the site during progress of the work or after completion for size and condition of balls or roots, latent defects or injuries. Rejected plants shall be removed immediately from the site. Notice requesting inspection shall be submitted in writing uv the Contractor at least one (1) week prior to anticipated date. E. Topsoil and Sand Topsoil for use in preparing soil for backfilling plant pits shall be thirty percent (307.) muck and seventy percent (707.) sand and be fertile, friable, and of a loamy character, without mixture of subsoil materials, and obtained from a well -drained, arable site. It shall contain three (3) to five (5) percent decomposed organic matter and shall be free from heavy clay, coarse snnr:, z!nnes, lime, lumps, plants, roots or other foreign materials, or noxious weeds. It shall not contain toxic substances which may be harmful to plant growth, pH range sholl be 5.0 to 7.0 inclusive. Sand shall be coarse, clean, well draining native sand. Contractor shall submit results of soil tests for topsoil and sand proposed for use under this Contract for approval by the Owner. Trees shall be planted in the existing native soil onsite unless determined to be unsuitable at which point the contractor shall contact Landscape Archtitect to discuss alternate recommendationrior to planting. F. Water Water necessary for planting and maintenance shall be of satisfactory quality to sustain an adequate growth of plants and shall not contain harmful, natural or man-made elements detrimental to plants. Water meeting the above standard shall be obtained on the site from the Owner, if available, and the Contractor shall be responsible to make arrangements for its use by His tenks, hoses, sprinklers, etc. If such water is not available at the site, the Contractor shall provide such c,ztisfactory water from sources off the site at no additional cost to the Owner. G. Commercial Fertilizer Commercial fertilizer sholl be a complete formula; it shall be uniform in composition, dry and free flowing. This fertilizer shall be delivered to the site in the original unopene.: containers, each bearing the manufacturer's guaranteed statement of analysis. Fifty percent (507.) of the nitrogen shall be derived from natural organic sources. The following fertilizers shall be used and applied at rates as suggested by manufacturer's specifications: 1. Shrubs and Trees - Milorganite, or approved equal 2. Annuals and groundcovers - Osmocote/Sierro Blend 14-14-14 3. Sod - 8-8-8 Fertilizer In addition to surface applied fertilizers, all container grown and field grown plant material shall receive "Agriform" planting tablets 24-10-5 formula, 21 gram or equal. ilkr3e tablets shall be placed at a depth of root ball at the rate as specified by manufacturer. H. Mulch Mulch material shall be moistened at the time of application to prevent wind displacement, and applied at a depth of 3 inches. See plant list for type of material ("Flora -mulch," Eucalyptus Mulch, Pine Straw, or Cypress) and grade. 1. Digging and Handling 1. Protect roots or bails of plants at all times from sun and drying winds, water and freezing, as necessary until planting. Plant materials shall be adequately packed to prevent breakage and drying out during transit. Trees transported more than ten (10) miles or which are not planted within three (3) days of delivery to site shall be sprayed with an antitronspirant product ("wltpruf" or equal) to minimize transpirationol water loss. 2. Balled and burlapped plants (B&B) shall be dug with firm, natural balls of soil of sufficient size to encompass the fibrous and feeding roots of the plants. No plants moved with a ball shall be planted if the ball is cracked or broken. Plants belled and burlopped or container grown shall not be handled by stems. 3. Plants marked"" BRin the Plant List shall be dug with bore roots. The roots shall not be cut within the minimum spread specified in the Plant List. Care shall be exercised that the roots do not dry out in moving and prior to planting. 4. Protection of Palms (if applicable): Only a minimum of fronds shall be removed from the crown of the 1. FINISH GRADE palm trees to facilitate moving and handling. Clear Trunk (CT) shall be as specified after the minimum 2. BACKFILL WITH PREPARED of fronds have been removed. All palms shall be braced per detail. PLANTING SOIL MIX 5. Excavation of tree pits shall be done using extreme care to avoid damage to surface and subsurface AS SPECIFIED. elements such as utilities or hordscape elements, footers and prepared sub- bases. 3. FILTER CLOTH 4. 1N SAND, 1 COMPACTED. J. Container Grown Stock ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT 1. All container grown material shall be healthy, vigorous, well -rooted plants and established in the LEAST 1" ABOVE FINISHED container in which they ore sold. The plants shall have tops which are of goad quality and ore in a GRADE. healthy growing condition. 5.18-/P 0 AUGERED v O` HOLE 2. An established container grown plant shall be transplanted into a container and grown in that container sufficiently long for the new fibrous roots to have developed so that the root mass will retain its shape PENETRATE THROUGH 2 OCCLUDING LAYER TO their stems. WATER TABLE OR TO A _o LJ DEPTH 7R'�oTOpASSURE 3. Plant roots bound in containers shall not be acceptable. EROFF DRAI3/4• a� Z Y 0 to all planting areas in spot applications per manufacturer's precautions and specifications. Prior to cn 0 w o � 7RBAOPEIB�TTOhILTO 4. Substitution of non -container grown material for material explicitly specified to be container grown will recommended by the manufacturer. OGRAVEL 5 & WATER TABLE. (DEPTH 6 VARIES) O NOTE: ($) FOR A PARKING ISLAND PLANTING SITUATION, grown stock of the some variety. CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING L. Native Stock AREA TO WITHIN 6" OF BACK Plants collected from wild or native stands sholl be considered nursery grown when they have OF CURB OR EDGE OF been successfully re-established in a nursery row and grown under regular nursery cultural PAVEMENT. pracrices for a minimum of two (2) growing seasons and have attained adequate root and top REFER TO NOTE 0.3 OF WRITTEN growth to indicate full recovery from transplanting into the nursery row. SPECIFICATIONS FOR ADDITIONAL INFORMATION. E- Poor Drainage Condition Detail SECTION NT 0 S General Landscape Specifications and Notes A. Scope of Work 1. The work consists of furnishing all labor, materials, equipment, tools, transportation, and any other appurtenances necessary for the completion of this project as shown on the Drawings, as included in the Plant List, and as herein specified. 2. Work shall include maintenance and watering of all planting areas of this Contract until Certification of Acceptability by the Owner. B. Protection of Existing Structures All existing buildings, walks, walls, paving, piping, and other items of construction and planting already completed or established shall be protected from damage by this Contractor unless otherwise specified. All damage resulting from negligence shall be repaired or replaced to the satisfaction of the Owner. C. Protection of Existing Plant Materials Outside Limit of Work The Contractor shall be responsible for all unauthorized cutting or damage to trees and shrubs existing or otherwise, caused by careless operation of equipment, stockpiling of materials, etc. This shall include compaction by driving or parking inside the drip -line or the spilling of oil, gasoline, or other deleterious materials within the drip -line. No materials shall be burned where the heat will damage any plant. Trees killed or damaged so that they are misshapen and/ or unsightly shall be replaced at the cost to the Contractor of One Hundred Dollars ($100) per caliper inch on an escalating scale which adds an additional twenty (20) per cent per inch over four (4) inches caliper as fixed and agreed liquidated damages. Caliper shall be measured six (6) inches above ground level for trees up to and including four (4) inches in caliper and twelve (12) inches above ground level for trees over four (4) inches in caliper. D. Materials 1. General Samples of materials as listed below shall be submitted for approval, on the site or as otherwise determined by the Owner. Upon approval of samples, delivery of materials , cy begin. MATERIALS SAMPLES Mulch one t cubic foot Topsoil one 1 cubic yard Plants one (1) of each variety 2. Plant Materials a. Plant species and size shall conform to those indicated on the drawings. Nomenclature shall conform to STANDARDIZED PLANT NAMES, 1942 Edition. All nursery stock shall be in accordance with GRADES AND STANDARDS FOR NURSERY PLANTS Parts I and II, latest edition published by the Florida Department of Agriculture and Consumer Services. All plants shall be Florida Grade No. 1 or better as determined by the Florida Division of Plant Industry. All plants shall be freshly dug, sound, healthy, vigorous, well -branched and free of disease and insects, insect eggs and larvae and shall have adequate root systems. Trees for planting in rows shall be uniform in size and shape. All materials shall be subject to approval by the Owner. Where any requirements ore omitted from the Plant List, the plants furnished shall be normal for the variety. Plants shall be pruned prior to delivery only upon the approval of the Owner. b. Measurements: The height and/or width of trees shall be measured from the ground or across the normal spread of branches with the plants in their normal position. This measurement shall not include the immediate terminal growth. Plants larger in size than those specifies in the Plant List may be used if approved by the Owner. If the use of larger plants is approved, the ball of earth or spread of roots shall be increased in proportion to the size of the plant. . c. Inspection: Plants shall be subject to inspection and approval at the place of growth, or upon delivery to the site, as determined by the Owner, for quality, size, and variety, such approval shall not impair the right of inspection and rejection at the site during progress of the work or after completion for size and condition of balls or roots, latent defects or injuries. Rejected plants shall be removed immediately from the site. Notice requesting inspection shall be submitted in writing uv the Contractor at least one (1) week prior to anticipated date. E. Topsoil and Sand Topsoil for use in preparing soil for backfilling plant pits shall be thirty percent (307.) muck and seventy percent (707.) sand and be fertile, friable, and of a loamy character, without mixture of subsoil materials, and obtained from a well -drained, arable site. It shall contain three (3) to five (5) percent decomposed organic matter and shall be free from heavy clay, coarse snnr:, z!nnes, lime, lumps, plants, roots or other foreign materials, or noxious weeds. It shall not contain toxic substances which may be harmful to plant growth, pH range sholl be 5.0 to 7.0 inclusive. Sand shall be coarse, clean, well draining native sand. Contractor shall submit results of soil tests for topsoil and sand proposed for use under this Contract for approval by the Owner. Trees shall be planted in the existing native soil onsite unless determined to be unsuitable at which point the contractor shall contact Landscape Archtitect to discuss alternate recommendationrior to planting. F. Water Water necessary for planting and maintenance shall be of satisfactory quality to sustain an adequate growth of plants and shall not contain harmful, natural or man-made elements detrimental to plants. Water meeting the above standard shall be obtained on the site from the Owner, if available, and the Contractor shall be responsible to make arrangements for its use by His tenks, hoses, sprinklers, etc. If such water is not available at the site, the Contractor shall provide such c,ztisfactory water from sources off the site at no additional cost to the Owner. G. Commercial Fertilizer Commercial fertilizer sholl be a complete formula; it shall be uniform in composition, dry and free flowing. This fertilizer shall be delivered to the site in the original unopene.: containers, each bearing the manufacturer's guaranteed statement of analysis. Fifty percent (507.) of the nitrogen shall be derived from natural organic sources. The following fertilizers shall be used and applied at rates as suggested by manufacturer's specifications: 1. Shrubs and Trees - Milorganite, or approved equal 2. Annuals and groundcovers - Osmocote/Sierro Blend 14-14-14 3. Sod - 8-8-8 Fertilizer In addition to surface applied fertilizers, all container grown and field grown plant material shall receive "Agriform" planting tablets 24-10-5 formula, 21 gram or equal. ilkr3e tablets shall be placed at a depth of root ball at the rate as specified by manufacturer. H. Mulch Mulch material shall be moistened at the time of application to prevent wind displacement, and applied at a depth of 3 inches. See plant list for type of material ("Flora -mulch," Eucalyptus Mulch, Pine Straw, or Cypress) and grade. 1. Digging and Handling 1. Protect roots or bails of plants at all times from sun and drying winds, water and freezing, as necessary until planting. Plant materials shall be adequately packed to prevent breakage and drying out during transit. Trees transported more than ten (10) miles or which are not planted within three (3) days of delivery to site shall be sprayed with an antitronspirant product ("wltpruf" or equal) to minimize transpirationol water loss. 2. Balled and burlapped plants (B&B) shall be dug with firm, natural balls of soil of sufficient size to encompass the fibrous and feeding roots of the plants. No plants moved with a ball shall be planted if the ball is cracked or broken. Plants belled and burlopped or container grown shall not be handled by stems. 3. Plants marked"" BRin the Plant List shall be dug with bore roots. The roots shall not be cut within the minimum spread specified in the Plant List. Care shall be exercised that the roots do not dry out in moving and prior to planting. 4. Protection of Palms (if applicable): Only a minimum of fronds shall be removed from the crown of the 12. Pruning: Each tree shall be pruned to preserve the natural character of the plant as shown on the palm trees to facilitate moving and handling. Clear Trunk (CT) shall be as specified after the minimum drawings. All soft wood or sucker growth and all broken or badly damaged branches shall be removed of fronds have been removed. All palms shall be braced per detail. with a clean cut. 5. Excavation of tree pits shall be done using extreme care to avoid damage to surface and subsurface 13. Shrubs and ground cover plants shall be evenly spaced in accordance with the drawings and as elements such as utilities or hordscape elements, footers and prepared sub- bases. indicated on the Plant List. Cultivate all planting areas to a minimum depth of 6", remove and dispose all debris. Till into top 4" the planting soil mix as specified in Section E. Thoroughly water all plants after installation. J. Container Grown Stock O O O U 2� 14. Tree guying and bracing shall be installed by the Landscape Contractor in accordance with the plans to 1. All container grown material shall be healthy, vigorous, well -rooted plants and established in the insure stability and maintain trees in on upright position. If the Landscape Contractor and Owner decide to container in which they ore sold. The plants shall have tops which are of goad quality and ore in a waive the tree guying and bracing, the Owner shall notify the Landscape Architect in writing of their healthy growing condition. intentions and agree to hold harmless the Landscape Architect in the event any trees fall down and damage v O` person or property. 2. An established container grown plant shall be transplanted into a container and grown in that container sufficiently long for the new fibrous roots to have developed so that the root mass will retain its shape 15. Mulching: Provide a three (3) inch minimum layer of specified mulch over the entire area of each and hold together when removed from the container. Container grown stock shall not be handled by shrub bed, ground cover and vine bed enol tree pit. their stems. _o LJ 16. Herbicide Weed Control: All plant beds shall be kept free of noxious weeds until final acceptance of 3. Plant roots bound in containers shall not be acceptable. work. If directed by the Owner, "Round -Up" shall be applied for weed control by qualified personnel a� Z Y 0 to all planting areas in spot applications per manufacturer's precautions and specifications. Prior to cn 0 w o � final inspection, treat all planting beds with on approved pre -emergent herbicide at an application rate 4. Substitution of non -container grown material for material explicitly specified to be container grown will recommended by the manufacturer. not be permitted unless written approval is obtained from the owner and Landscape Architect. m K. Collected Stock p Y When the use of collected stock is permitted as indicated on the Plant List Schedule, the P. Lawn Sodding minimum sizes of rootballs shall be equal to that specified for the next larger size of nursery grown stock of the some variety. 1. The work consists of town bed preparation, soil preparation, and sodding complete, in strict accordance with the specifications and the applicable drawings to produce a grass lawn acceptable to the Owner. L. Native Stock Plants collected from wild or native stands sholl be considered nursery grown when they have 2. Lawn Bed Preparation: All areas that are to be sodded shall be cleared of any rough grass, weeds, and been successfully re-established in a nursery row and grown under regular nursery cultural debris, and the ground brought to an even grade. The whole surface shall be rolled with a roller pracrices for a minimum of two (2) growing seasons and have attained adequate root and top weighing not more than one -hundred (100) pounds per foot of width. During the rolling, all growth to indicate full recovery from transplanting into the nursery row. depressions caused by settlement of rolling shall be filled with additional soil, and the surface shall be regraded and rolled until presenting a smooth and even finish that is up to the required grade. M. Materials List Quantities necessary to complete the work on the Drawings sholl be furnished by the contractor. Quantity estimates 3. Sol Preparation: Prepare loose bed four (4) inches deep. Apply fertilizer at rate of twenty (20) pounds per one thousand (1000) square feet. Application shall be uniform, utilizing approved have been made carefully, but the Landscape Architect or owner assumes no liability for omissions or errors. Should a discrepancy occur between the bidders take off and the plant list quantity, the Landscape Architect shall be notified mechanical spreaders. Mix fertilizer thoroughly with the soil to a depth of three (3) inches. Hand rake for clarification prior to the submissions of bids. until all bumps and depressions are removed. Wet prepared area thoroughly. All dimensions and/or sizes specified shall be the minimum acceptable size 4. Sodding a. The Contractor shall sod all areas that are not paved or planted as designated on the drawings VJ within the contract limits, unless specifically noted otherwise. N. Fine Grading EE O Z b. The sod shall be certified to meet Florido State Plant Board Specifications, absolutely true to varietal 1. Fine grading under this Contract shall consist of final finished grading of lawn and planting areas that type, and free from weeds, fungus, insects and disease of any kind. have been rough graded by others. Berming as shown on the drawings shall be the responsibility of the J Landscape Contractor, unless otherwise noted. C. Sod panels shall be laid tightly together so as to make a solid sodded lawn area_ Sod shall be laid uniformly against the edges of all curbs and other hordscape elements, paved and planted areas. 2. The Landscape Contractor shall fine grade the lawn and planting areas to bring the rough grade up to Adjacent to buildings, a four inch mulch strip shall be provided. Immediately following sod laying, the lawn areas shall be rolled with a lawn roller customarily used for such purposes, and then thoroughly final finished grade allowing for thickness of sod and/or mulch depth. This Contractor shall fine grade irrigated. If, in the opinion of the Owner, top -dressing is necessary after rolling to fill the voids by hand and/or with all equipment necessary including a grading tractor with front-end loader for between the sod panels and to even out inconsistencies in the sod, clean sand as approved by the transporting soil within the site. Landscape %,rchitect or Owner shall be uniformly spread over the entire surface of the sod and thoroughly watered in. 3. All planting areas shall be graded and maintained to allow free flow of surface water. Areas adjacent to buildings shall slope away from the buildings. I 0. Planting Procedures 1. Cleaning up before commencing work: The Contractor shall clean up work and surrounding areas of all rubbish or objectionable matter. All mortar, cement, and toxic material shall be removed from the surface of all plant beds. These materials shall not be mixed with the soil. Should the Contractor find such soil conditions beneath the soil which will in any way adversely affect the plant growth, he shall immediately call it to the attention of the Landscape Architect or Owner. Failure to do so before planting shall make the corrective measures the responsibility of the Contractor. 2. Verify locations of all utilities, conduits, supply lines and cables, including but not limited to: electric, gas (lines and "tanks), water, sanitary sewer, stormwater lines, cable and telephone. Properly maintain and protect existing utilities. 3. Subgrode Excavation: Site Contractor is responsible to remove all existing and imported limerock and limerock sub -base from all landscape planting areas to a minimum depth of 36". Site Contractor is responsible to backfill these planting areas to rough finished grade with clean topsoil from on on-site source or an imported source. If limerock or other adverse conditions occur in planted areas after 36" deep excavation by Site Contractor, and positive drainage can not be achieved, Landscape Contractor shall utilize planting detail that addresses poor drainage. 4. Furnish nursery's certificate of compliance with all requirements as herein specified and required. Inspect and select plant materials before plants are dug at nursery or growing site. 5. General: Comply with applicable Federal, State, County, and local regulations governing landscape materials and work. Conform to accepted horticultural practices as used in the trade. Plants shall be protected upon arrival at the site by being thoroughly watered and properly maintained until planted. Plants shall not remain unprotected for a period exceeding twenty-four (24) hours. At all times workmanlike methods customary in good horticultural practices shall be exercised. 6. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to assure availability of water and proper location of irrigation items and plants. 7. All planting pits shall be excavated to size and depth in accordance with the USA Standard for Nursery Stock 260.1, unless shown otherwise on the drawings, and backfilled with the prepared Planting Soil as specified hereinbefore (Section E). Test all tree pits with water before planting to assure proper drainage percolation is available. No allowance will be made for lost plants due to improper drainage. If poor drainage exists, utilize planting detail that addresses this condition. Trees sholl be set plumb and held in position until the planting mixture has been flushed into place with a slow, full hose stream. All planting sholl be performed by personnel familiar with planting procedure and under the supervision of a qualified planting foreman. Proper "jetting in" shall be assured to eliminate air pockets around the roots. "Jet Stick" or equal is recommended. 8. Take all necessary precautions to avoid damage to buildings and building structures while installing trees. 9. Soil mixture shall be as specified in Section E of these specifications. In addition, each planting pit shall receive 21 -gram "Agriform" planting tablets per manufacturer's specifications or as follows: - Two (2) tablets per 1 gal. plant - Three 3) tablets per 3 gal. plant - Four (4) tablets per 10 al. plant - Larger Material - two (21 tablets per 1/2" of trunk caliper 10. Trees and shrubs shall be set straight and at such a level that after settlement, the plant crown will stand one (1) to two (2) inches above grade. Each plant shall be set in the center of the pit. Planting soil mixture shall be backfilled and thoroughly tamped around the ball and shall be settled by water after tamping. 11. Fill hole with soil mixture, making certain ail soil is saturated. To do this, fill hole with water and allow to soak minimum twenty (20) minutes, stirring if necessary to get soil thoroughly wet. Pack lightly with feet. Add more wet soil mixture. Do not cover top of boll with soil mixture, only with mulch. All burlap, rope, wires, etc., shall be removed from the sides and tops of balls, but no burlap shall be pulled from underneath. 5. During delivery, prior to and during the planting of the lawn areas, the sod panels shall at all times be protected from excessive drying and unnecessary exposure of the roots to the sun. All sod shall be stacked so as not to be damaged by sweating or excessive heat and moisture. 6. Lawn Maintenance: a. Within the contract limits, the Contractor sholl produce a dense, well established lawn. The Contractor shall be responsible for the repair and re -sodding of all eroded, sunken or bare spots until Certification of Acceptability by the Landscape Architect or Owner. Repaired sodding shall be accomplished as in the original work (including regrading if necessary). b. Water every day for ten (10) successive days, then water three (3) times per week (at even intervals) for two (2) additional weeks. All watering shall be of sufficient quantity to wet or restore water to depth of four (4) inches. Q. Clean-up Upon completion of all planting work and before final acceptance, the Contractor shall remove of material, equipment, and debris resulting from his work. All paved areas shall be broom cleaned end the site left in a neat and acceptable condition as approved by the Owner's Authorized Representative. R. Plant Material Maintenance All plants and planting included under this Contract shall be maintained by watering, cultivating, spraying, and all other operations (such as re -staking or repairing guy supports) necessary to insure a healthy condition by the Contractor until Certification of Acceptability by the Landscape Architect or Owner Maintenance after the Certification of Acceptability sholl be in accordance with the specifications in this section. Contractors are requested to provide a bid estimate to cover landscape and irrigation maintenance for a period of 90 calendar days commencing after acceptance. S. Maintenance (Alternate Bid Item) 1. Contractors are requested to provide a bid estimate for maintenance following the initial 90 -day maintenance period on a cost per month basis. T. Guarantee 1. The life and satisfactory condition of all 7 gotten and larger plant material installed by the Landscape Contractor shall be guaranteed by the Contractor for a minimum of one (1) calendar year commencing at the time of Certification of Acceptability by the Landscape Architect or Owner. 2. The life and satisfactory condition of all other plant material (including sod) installed by the Landscape Contractor shall be guaranteed by the Contractor for a minimum of 90 calendar days, commencing at the time of Certification of Acceptability by the Landscape Architect or Owner. 3. Replacement: Any plant not found in a healthy growing condition at the end of the guarantee period shall be removed from the site and replaced as soon as weather conditions permit. All replacements shall be plants of the same kind and size as specified in the Plant List. They shall be furnished planted and mulched as specified under "Planting", at no additional cost to the Owner. 4. In the event the owner does not contract with the Contractor for landscape (and irrigation) maintenance, the Contractor is encouraged to visit the project site periodically during the one year warranty period to evaluate maintenance procedures being performed by the Owner, and shall notify the owner in writing of maintenance procedures or conditions which threaten vigorous and health plant growth. It is suggested such site visits shall be conducted a minimum of once per month for a period of twelve (12) months from the dote of acceptance. U. Final Inspection and Acceptance of Work Final inspection at end of guarantee period shall be on planting, construction and all other incidental work pertaining to this Contract. Any replacement at this time shall be subject to the same one (1) year guarantee (or as specified by the Landscape Architect or Owner in writing) beginning with the time of replacement and ending with the some inspection and acceptance herein described. Z V 0 cD 00 � C15 rn M°cOi 0 C: C13 cn (0L"" X00 _ a�00 U 0 0 o . X > ►+ cc O O O U 2� m o' .. r . 0 � I = U) 1 LJ _U LJ N Y (n rcn v � v O` o o� co � Q J C _o LJ J,LN 51LJ LLJ Q LLJZ '" a� Z Y 0 cn 0 w o � Y Y Y m m 03 W Z Z ¢ p Y 0 V) 0 n w U W W W 0- U U) Z VJ 0 EE O Z D LL - J v W�s Uc z z m F� 'I CD W DATE 6/15/06 PROJECT NO. 0476082002 SHEET NUMBER P10